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BLD201807270� EI) .k CITY OF EDMONDS 1215TH AVENUE NORTH -EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 08/21/2018 Permit #: BLD20180727 BUILDING PERMIT Expiration Date: 08/21/2019 Project Address: 51.9 MAIN ST, EDMONDS. Parcel No: 00434202102900 PitVf)P_VA'TV OWNER APPLICAfIT CONTRACTOR 519 MAIN PROJECT DIMARCO ARCHITECTURE BUILD LOVE GLOBAL LLC C/O FOUR R'S LLC C/O DAVID DIMARCO C/O SEAN GUIDICE 533 STH AVE S 1319 E HOWELL ST 6502 26TH AVE NE EDMONDS, WA 98020 SEATTLE, WA 98122 SEATTLE, WA 98177 (425) 673-4677 (206) 355-6795 (206) 579-1575 LICENSE#: BUILDLG864KO EXP:08/20/2020 .JOB DESCRIPTION CHANGE OF USEFROM RETA") TO CAFE/RESTAURANT (A-2) TO PREPARE SPACE FOR FUTURE TENANT IMPROVEMENT. REN40DEL TO INCLUDE RECONFIGURA TION OF STORE FRONT AND OUTDOOR DINING A REA. NEW FENESTRATION ALONG ALLEY, NEW SK 3 'i,'AL VALUATION: $198,000 If PERMIT TYPE: Commercial PERMIT GROUP: I I - Change of'Use TYPE OF CONSTRUCTION: VEI GRADING: N CYDS: 0 RETAINING WALL ROCKERY: OCCUPANT GROUP: A2/SI OCCUPANT LOAD: 63 FENCE� 0 X 0 FT.) CODE: 2015 OTHER: ------- OTHER DESC: VONE: BDI NUMBER OF STORIES: 0 1 VEST ED DATE: NUMBER OF DWELLING UNITS: 0 ILOT #: EVISTING AREk BASEMENT: 1332 IST FLOOR: 1578 2ND FLOOR 0 PROPOSED AIIF�% 1BASEMENT. 0 1 ST FLOOR: 0 2ND FLOOR: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 463 OTHER: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 BEDROOMS: 0 BATHROOMS: 0 tF EDROOM & 0 BATHROOMS: 0 FRONT S ETBACK SIDESEMACK REARSETBACK REQUIRED: S-- 0 PROPOSED: 0 1 REQUIRED: E= 0 PROPOSED: ��REQUIREDi N= 0 PROPOSED 01 HEIGHT ALLOWED:O PROPOSED:O I REQUIRED: W= 0 PROPOSED: 0 SETBACK NOTES: PERMIT APPROVAL I AGREETO 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 6 NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HkS/HER DEFUTY AND ALL FEES ARE PAID. Signature /-'� Print Narne By 121,2018 Date ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECT10N HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109/IBC] 10/ IRCI 10. = FIRE = APPLICANT = ASSESSOR = CITY STATUS: ISSUED BLD20180727 CONDITIONS 0 Separate Permit Required For: Final Tenant Improvements, Plumbing, Mechanical, Fire AlarmModifications, Electrical 0 Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. 0 Any request foralternate design, modification, variance orother administrative deviation (hereinafter "variance") fi-om 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 ftom 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 tile noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold han-riless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly fi-om the issuance for this permit. Issuance ofthis permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. • SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING . Structural Masonry . Structural Steel Fabrication and Erection, Including High -Strength Bolting and Welding (WeldersMust Be WABO Certified) . Prior to Final Inspection by the Building Division, Final Special Inspection Reports are Required From All Special Inspectors. • Submit Special Inspection Field reports on a weekly basis to the City Building Department. • Consistent with ECDC 22.43.050.B.4, the ground floor windows parallel to the street lot line shall be transparent and unobstructed by curtains, blinds, or other window coverings intended to obscure the interior from public view from the sidewalk. • Nothing in this permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpenriitted building, structure or site condition which is outside the scope ofthe pennit application, regardless ofwhether 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. I INSPECTIONS 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, DRKIEWAYS, MARQUEES, ETC) VX4LL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUILDING ENGINEERING (425) 771-0220 EXT. 1326 1. Go to: www.edmondswa.gov Building Department Inspections 2. Then: Services are now scheduled online. If you FIRE (425) 775-7720 3. Then: Perm its/Development have difficulties, please call the 4. Then: Online Permit Info Building Department front desk for PUBLIC WORKS (425) 771-0235 5: If you don't have one already, create a assistance dudng office hours. login (upper right hand comer) (425) 771-0220 RECYCLING (426) 275-4801 16: Schedule your inspection I I When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection — being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon. • B-Preconstruction meeting • B-Footings • B-Masonry • B-Roof Sheathing • B-Fire Blocking / Stopping • B-Frarning • B-Insulation/Fnergy • B-SheetrockNail • B-Building Final • B-Other 410 �11c. I 16L)" BUILDING PERMIT APPLICATION Development Services Building Division 121 5th Ave N / Edmonds, WA 98020 425.771.0220 For handouts, submittal requirements, permit status and inspection scheduling information go to: http://www.edmondswa.gov/ JOB SITE INFORMATION/ LOCATION: (Where the work is taking place) Job Site Address: 519 Main Street, Edmonds WA 98020 Parcel 004342-021-029-00 Lot /Unit/Suite #: Subdivision: PROPERTY OWNER: Name: Four R's LLC do Mike McMurray Mailing Address: City/State/Zip: _ Phone #: 533 5th Ave S Edmonds WA 98020 425-673-4677 Email: gecko8O8O@gmait.com OWNER INSTALLATION: *If yes, read and sign* Will work be performed by the property owner? 0 Yes Q0 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: David DiMarco Mailing Address: 1319 E Howell Street City/State/Zip: Seattle WA 98122 Phone #: 206-355-6795 E-mail: arch itect@icioud.com GENERAL CONTRACTOR: (if different from applicant) General Contractor: Sean Guidice Mailing Address City/State/Zip: . 6502 26th Ave NE Seattle WA 98177 Phone #: 206-579-1575 E-mail: seanquidice@qmait.com WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE: #BUILDLG684KO CITY OF EDMONDS BUSINESS LICENSE #: C'.Ce Use Only TYPE OF PERMIT (Provide Details on Page 2) 0 Accessory Structure/ Detached Garage 0 Addition C3 Demolition 0 Mechanical El New Single Family / Duplex 0 Plumbing 0 Fire Sprinkler M Remodel 0 New Commercial/ Mixed Use 0 Re -Roof 0 Signs 0 Tank 0 Tenant Improvement 0 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 on this application. Valuation: 2,475 SF x $80 = $198,000. PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATION Basement sq ft: Finished 11 Unfinished KI Ist Floor, sq ft: 2,012 2nd Floor, sq ft: 0 Garage/Carport:, sq ft: 0 Deck/Covered Porch/Patio: 463 Other sq ft: 0 PROJECT DESCRIPTION CHANGE OF USE FROM RETAIL (M) TO CAFE/RESTAURANT (A-2), REMODEL -TO INCLUDE RECONFIGURED STOREFRONTAND OUTDOOR DINING AREA -ALONG STREET, NEW INDOOR DINING AREA, NV# GIIIMMEReift Klie"EN; NEW FENESTRATION ALONG ALLEY, NEW SKYLIGHTS. 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: David DiMarco Signature/ 5/25/18 Date M� GENERAL COMMERCIAL DATA Occupancy Groul)(s): A-2&S-1 Occupant Load(s): 98 Type(s) of Construction: V-B Fire Sprinklers: Yes 11 No 0 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 MECHANICAL EQUIPMENT COUNTS (New and Relocated) BTUs Gas Elec Other QtY A/C Unit /Compressor Air Handier /VAV Boiler Dryer Duct Exhaust Fans Fireplace Furnace Heat Pump Unit Hydronic Heating Roof Top Unit (Provide eleva- tions if a Commercial Bldg) 5-TON GAS 1 Other: PLUMBING FIXTURE COUNTS (New, Relocated or re -piped) QtY MY Clothes Washer Tub/ Showers 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 1 NO Hydronic Heat Water Service Line Sinks 2 Other: Toilets 2 Other: GAS/FUEL CONNECTION COUNTS (New, Relocated or re -piped) BTUs CIty BTUs Qty A/C Unit 5-TON 1 Outdoor BBQ/ Fire pit Boiler Stove/Range/Oven Dryer 1 Water Heater Fireplace/ Insert Other: Furnace Other: MEDICAL GAS, AIR VACUUM COUNTS (New, Relocated or re -piped) 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 TPSCAA Case #: Critical Areas Determination: Study Required ED Conditional Waiver El Waiver 0 Fill in Place 0 Fill Material: Removal 11 Size of Tank (Gallons) Critical Areas Determination: Study Required El Conditional Waiver El Waiver 0 G RA DE/Fl LL/ EXCAVATE Grading: Cut cubicyards 40'C4 Fill cubic yards -7112,71 it Cut/ Fill in Critical Area: Yes13 No 0 GENERAL PROVISIONS APPLICATIONS: Applications are valid for a maximum of I 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. L OTTO ROSENAU & ASSOCIATES, INDF.-CF-1VED Geotechnical Engineering, Construction Inspection & Materials Testing DEC 10 2018 BUILDING CONSTRUCTION INSPECTION REPORT SCANNED Report Number: 383842 DEC Project: 519 Main Street Project Permit Number: BLD2018-0727 Address: 519 Main St, Edmonds Job Number: 18-0903 Client: The Four R's, LLC Client Address: 533 5th Ave S, Edmonds Inspections Performed Steel Decking Other (specify): Structural Steel Fabrication X Structural Steel Erection Inspector and Date Remarks Essaw Tesema Otto representative on site to perform periodic visual inspection of pre -welded joints for: - 10/24/2018 1. Beams to columns connection per call out on S4.0 and SSK-01 See pic below 2. Canopy (awning) # 1, 2, 7 & 8 flitch plate weld connection to W-beams per call out on S4.0 and SSK-02. All inspected welds conform to approve plans, AWS D1.1, AISC Also inspected and verified 8pcs, %" diameter, 5 1/2" long, pre -installed Simpson strong bolt -2 expansion anchors, embedded approximately 4" deep to an existing concrete wall to attach plates for W-beam. See pic below. Installation verified using ORA calibrated torque # 6066 at 150 ft.lb per ICC- ESR 3037 recommendation. Inspected per SSK-01, general note and engineer's acceptance of 4" embedment. Conforms Beam to plate weld and Flitch plate weld Beam to column and stiffener mechanical anchor. plate weld. Descriptive photos Copies to: Client X Engineer Others ri? Owner X Contractor Technical Responsibility: , � // '-5 -e 'S�- X Architect X Building Dept. Walter C Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTT04-US - Fax (206) 723-2221 Form No.: ADMIN-63-05 (Rev 10/10) OTTO ROSENAU &ASSOCIATES, I%cuav am Geotechnical Engineering, Construction Inspection & Materials Testing DI-C � Hia CONSTRUCTION INSPECTION REOULDING SCilANNED Report Number: 367838 DEC 10 2018 Project: 519 Main Street Project Address: 519 Main St, Edmonds Client: The Four R's, LLC Permit Number: BLD2018-0727 Job Number: 18-0903 Client Address: 533 5th Ave S, Edmonds Inspections Performed. Steel Decking Other (specify): Structural Steel Fabrication Structural Steel Erection X Inspector and Date Remarks Satnam Singh On site to inspect the fillet weld at tab plate on the wide flange beam at grid lines A and B for the roof 11/01/2018 joists 3, 4, 5 and 6 as per Detail SSK-02. The inspected work was found to be done as per approved plans. Welding was done by WABO certified welder Mark W. Kughler, #WO3583, expires April 1, 2019. Conforms Copies to - Client X Engineer Others Owner X Contractor Technical Responsibility: X Architect X Building Dept. ,�9�ter C Ha(irsin, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTT04-US - Fax (206) 723-2221 Form No.: ADMIN-63-05 (Rev 10/10) SCANNED OTTO ROSENAU & ASSOCIATES, INMF-CE�'Vetfc io 2018 Geotechnical Engineering, Construction Inspection & Materials Testing DEC 10 201a BUILDING PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Job Number: 18-0903 Report Number: 377688 Permit Number: BLD2018-0727 Project: 519 Main Street Project Client: The Four R's, LLC Address: 619 Main Street, Edmonds Address: 533 511 Avenue South, Edmonds Inspector: Josh Gray Date: 11/05/2018 Description/Location: Inspected the installation of epoxy grouted #5 bar vertical reinforcing steel dowels into existing concrete wall for the LAV parapet wall extension located on the roof perimeter, West wall, as per detail SSK-04. Intended Use: Wall to wall tie-ins Building Code & Year: 2015 IBC Z Reinforcing Steel All Thread Bar/Dowel Size & Quantity: #5, (19) Anchor Size & Quantity: Rebar Manufacturer: Cascade Type of Steel (ASTIM): [I A-36 El F-1554 [_1 A-307 Grade: 36 50 r_1 75 [:1 Other: Rebar Grade: [:140 060 [] Other: Type of Bar: 0 A-615 El A-706 El A-775 0 Other: Special Ductile Quality (SDQ): Yes 0 No Anchor Length: 40" ole Depth: 101, Required Embedment: 101, Hole Diameter: 3/11 Concrete Thickness: 5 %" Concrete Strength: N/A Hole Orientation: Vertical Down El Vertical Up El Horizontal Base Material: Normal Weight Concrete El Light Weight Concrete El CMU E] Brick F-1 Composite Deck Hole Cleaning: Compressed Air (I Hand Pump [I Other: I Compressed Air PSI: 100 Brushed: 0 Yes El No Hole Condition: El Dry ED Damp El Water Saturated El Su bmerged Drill Bit (ANSI B212.15): 2 Yes El No —FApproved Diamond Cored Hole: 0 Yes 0 No Adhesive Type: Simpson SET-XP Expiration Date: 06/20/2020 ICC ESR #: 2508 Weather: Overcast Ambient Temperature: 54*F Substrate Temperature: 55*F Comments Non -conforming pending Engineer approval of the use of Simpson SET-XP as an alternative to Simpson SET. Reference Standard(s) Used: Conforms Does Not Conform X Copies to: Client X Engineer Others Owner X Contractor Technical Responsibility: X Architect X Building Dept. V// Wa ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 Of I 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-86-02 (Rev. 05113) ej QUANTUM C 0 N S U L T I IJ G E 11 G 1 11 1 E R S May 25, 2018 STRUCTURAL CALCULATIONS (Permit Submittal) 519 MAIN 519 Main Street Edmonds, WA 98020 Quantum Job Number: 18299.01 Prepared for. DIMARCO ARCHITECTURE 1319 Howell St. Seattle, Washington 98122 Prepared by: QUANTUM CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 CITY COPY zs mk�f-018 W] t; *01q MAY 2 5 20'1 Un DEVELOPiwENT SERVICES GTR. Cl1Y OF EDMONDS I BL-D 2-ol 2 0-7�--)N17 QUANTUM I C ON S U L T ING E N G IN E E R S 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 519 MAIN 519 MAIN STREET EDMONDS, WA 98020 QUANTUM JOB NUMBER: 18299.01 TABLE OF CONTENTS DESIGNCRITERIA .............................................................................................................................................. A-1 GRAVITYDESIGN ............................................................................................................................................... B-I LATERALDESIGN ............................................................................................................................................... C-1 QUANTUM I CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957,3901 519 MAIN 519 MAIN STREET EDMONDS, WA 98020 QUANTUM JOB NUMBER: 18299.01 DESIGN CRITERIA li QUANTUM I CONSULTING ENGINEERS STRUCTURAL DESIGN CRITERIA 519 MAIN 519 MAIN STREET EDMONDS, WA 98020 QUANTUM JOB NUMBER: 18299.01 CODE CRITERIA: BUILDING CODE ......................................... BUILDING DEPARTMENT ............................ WIND CRITERIA ......................................... .................................................................. .................................................................. SEISMIC ZONE ........................................... .................................................................. .................................................................. ................. .......................................... ..... I ...................................................... .............................. I .......................... SNOW....................................................... LIVE LOAD (RESIDENTIAL) ......................... SOILS CRITERIA: .................... 2015 INTERNATIONAL BUILDING CODE .................................................... CITY OF EDMONDS ......................................... 110 MPH; EXPOSURE "B" .................................................. RISK CATEGORY = 11 ................................................................... KZT= 1.00 ......................................................... I .......... SDC = D ........................................................ SITE CLASS = D ..................................................................... R = 3.5 ..................................................................... 1, = 1.0 .................................................. S, = 1.27, S, = 0.50 ................................................ SDS =0.85, SD1 = 0.50 ...................................................................... 25 PSF ...................................................................... 40 PSF ALLOWABLE BEARING PRESSURE (ASSUMED) ................................................................ 1,500 PSF MINIMUM FOOTING WIDTH ...................................... CONTINUOUS: 18" MIN., ISOLATED: 24" MIN. FROSTDEPTH .................................................................................................................. 18" MIN. ACTIVE SOIL PRESSURE (RESTRAINED/ UNRESTRAINED) ..................................... 50 PCF / 35 PCF PASSIVE SOIL PRESSURE .................................................................................................. 350 PCF COEFFICIENTOF FRICTION ...................................................................................................... 0.35 MATERIALS CRITERIA: CONCRETE (28 DAY STRENGTH): FOUNDATION/S.O.G — design for 2,500 psi but specify 3,000 for exposure ........... F'C=3,000 PSI REINFORCING STEEL: GRADE 60 (#5 BAR OR LARGER) ............................................. ................... FY=60,000 PSI GRADE40 (#4 BAR) ............................................. ...................................... FY=40,000 PSI WOOD FRAMING: 2X, 3X, & 4X FRAMING MBRS ....................................................................... HF#2 OR DFjt2 LSL MEMBERS — BEAMS & HEADERS ................................................................. 1.55 E LSL WOODSHTG ...................................................................................................... APA RATED A-1 STRUCTURAL DESIGN CRITERIA 519 MAIN 519 MAIN STREET EDMONDS, WA 98020 QUANTUM JOB NUMBER: 18299.01 ASSEMBLY WEIGHTS ROOF LOADS COMMENTS 2X T&G 4.6 PSF 112" PLYWOOD SHEATHING 1.5 PSF ROOF JOISTS @ 24" O.C. 2.1 PSF R38 INSULATION 1.0 PSF LIGHTS, DUCTS 0.5 PSF PV ALLOWANCE 5.0 PSF MISCELLANEOUS 3.0 PSF ROOF DL 18.0 PSF SL = 25 PSF FLOOR LOAD 2" CONCRETE TOPPING 25.0 PSF 3/4" SHEATHING 2.3 PSF FLOOR JOISTS @ 16" O.C. 2.5 PSF LIGHTS, DUCTS 0.8 PSF 5/8" GWB 2.8 PSF MISCELLANEOUS 1.6 PSF FLOOR DL 34.0 PSF LL = 40 PSF A-2 4/10/2018 Search Results for Map ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact This site will be taken offline on May 31st 2018. Please start using the new site at hnps://hazards,atcouncii.org. Search Results Query Date: Mon Apr 30 2018 Latitude: 47.8107 Longitude: -122.3766 ASCE 7-10 Windspeeds (3-sec peak gust in mph*): Risk Category 1: 100 Risk Category 11: 110 Risk Category III -IV: 115 MRI" 10-Year: 72 MRI** 25-Year: 79 MR[** 50-Year: 85 MRI** 100-Year: 91 ASCE 7-05 Windspeed: 85 (3-sec peak gust in mph) ASCE 7-93 Windspeed: 70 (fastest mile in mph) 'Miles per hour **Mean Recurrence Interval Users should consult with local building officials to determine if there are community -specific wind speed requirements that govern. ME —1 Print ygur results "Ort Gamble ck Kingston (�B (�D Indianola 0 Suquamish ED ,port r .1 )0( L I (g� Mill Creek Monroe Lynnwood Mountlake Terrace Echo Lake Shoreline Bothell Cottage Lake Duvall Bainbridge Island Seattle erton i ;'Gb�,gle WINDSPEED WEBSITE DISCLAIMER Lat Kirkland Redmond Marcel-S Carm Bellevue Sarnmamish F Newcastle While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. A-3 hftp://windspeed.atcouncii.org/index.php?option=com_content&view=article&id=10&dec=l&latitude=47.8106743&longitude=-122.3766422&risk-category_i=100&r 4/�0/20118 Design Maps Summary Report r WW gU= Design Maps Summary Report User —Specified Input Report Title 519 Main Mon April 30, 2018 23:27:52 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.8107ON, 122.3766OW Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 7� ---- --- SNONONIS1+1 COAIRPORT t L _ynnwgod EcfmondO MountlakeTerrac Botholl 6 Rlll� T MeA 99 4 r NEI *Shcwe 3 .,,Suquamish 405,- USGS—Provided Output Ss = 1.270 g sms = 1.270 g SDS = 0.847 g S, = 0.498 g S,, = 0.748 g SO, = 0.499 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCE1t Response Spectrum 143 130 1.17 1 J04 091 0.79 D39 0.2f., 0.13 OJDO 000 0 M, IDA) OfJD 00) 1 fQ I.M '140 Pa*A, T (se6l I W 1W 2.00 Design Response Spect.rum 0.99 0.90 OXI OJ2 njw O_%4 AS rA 036 0.27 0.19 OJD9 003 OLQ 0.3) OAO Oto) ORD Ir.) 1.20 140 1W ISO 2LO Period. T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This too] is not a substitute for technical subject -matter knowledge. A-4 hftps://earthquake.usgs.gov/cnl /design ma ps/us/summary.php?template=minimal&latitude=4 7.8107&longitude=- 1 22.3766&siteclass=3&riskcategory=O&edition=ibi QUANTUM I C ON S U L T ING E N G IN E E R S 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 519 MAIN 519 MAIN STREET EDMONDS, WA 98020 QUANTUM JOB NUMBER: 18299.01 GRAVITY DESIGN Fwa` F 0- R T E " MEMBER REPORT Main Floor, MJ1 1 piece(s) 2 x 8 Douglas Fir -Larch No. 2 @ 16" OC PASSED 0 Overall Length: 8`11" r 6" Iq All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal. 9 0 Design Results Actual 0 Location Allowed Result LDF I Load: Combination (Pattern) Member Reaction (lbs) 578 @ 2 1/2" 2109 (2.25") Passed (27%) �� 1.0 D + 1.0 L (All Spans) Shear (Ibs) 461 @ 10 3/4" 1305 Passed (35%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs) 1078 @ 4' 1/2" 1360 Passed (79%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.109 @ 4' 1/2" 0.256 Passed (L/846) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.150 @ 4' 1/2" 0.383 Passed (L/615) 1.0 D + 1.0 L (All Spans) TI-ProT" Rating N/A N/A Deflection criteria: ILL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 7' 11" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 11" o/c unless detailed otherwise. A 15% increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS. No composite action between deck and joist was considered in analysis. suppoirts Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Total I - Stud wall - DF 3.50" 2.25" 1.50" 162 431 593 1 1/4" Rim Board 2 - Stud wall - DF 3.50" 2.25" 1.50" 162 431 593 1 1/4" Rim Board - Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Dead Floor Live Loads Location (Side) Spacing (0.96) (1.00) Comments 1 - Unillorm (PSF) 0 to 81 1 11 16" 30.0 80.0 Residential - Living Areas I- Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authortty having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software operator Forte Software Operator Job Notes Bryce Dacus Quantum Consulting Engineering (206) 957-3900 BDacus@quantumce.com B-1 System : Floor Member Type : loist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASO SUSTAINABLE FORESTRY INITIATIVE 5/23/2018 11:29:10 AM Forte v5.3, Design Engine: V7.0.0.5 Gravity.4te Page 1 of 1 GG21 F 0 R T E " MEMBER REPORT Main Floor, MBI 2 piece(s) 2 x 8 Douglas Fir -Larch No. 2 PASSED Overall Length: 3'7* 0 3' All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal. 0 ::Design.Results Actual 6 Location Allowed Result � LDF I Load: Com6ination (Pattern) Member Reaction (lbs) 760 @ 2" 4219 (2.25") Passed (18%) -- 1.0 D + 1.0 L (All Spans) Shear (lbs) 403 @ 10 3/4- 2610 Passed (15%), 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs) 594 @ V 9 1/2" 2365 Passed (25%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.005 @ V9 1/2" 0.108 Passed (L/999+) -- 1.0 D + 1.0 L (All Spans) Total Load Dell. (in) 0.007 @ 1- 9 1/2" 1 0.162 Passed (L/999+) -- 11.0 D + 1.0 L (All Spans) Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at T5" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 5" o/c unless detailed otherwise. Applicable calculations are based on NDS. 'Supports. Rearing Length Loads to Supports (lbs) Accessories Total Available Required Zead Floor I 1 1 Live Total 1 - Stud wall - DF 3.50" 2.25" 1.50" 227 579 806 1 1/4" Rim Board 2 - Stud wall - DF 3.50" 2.25" 1.50" 227 579 806 1 1/4" Rim Board - Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Tributary Dead 'Floor Live Loids Location (Side) Width .(0.90) (J.'00) Corn ments 0 - Self Weight (PLF) 1 1/4' to 3' 5 3/4" N/A 5.5 1 - Uniform (PLF) 0 to 3' 7" (Front) N/A 121.5 323.3 Linked from: M31, Support I ,Veyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Bryce Dacus Quantum Consulting Engineering (206) 957-3900 BDacus@quantumce.com B-2 System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 0 SUSTAINABLE FORESTRY INITIATIVE 5/23/2018 11:29:16 AM Forte v5.3, Design Engine: V7.0.0.5 Gravity.4te Page 1 of 1 EgFORTE� MEMBER REPORT Roof, RJ1 2 piece(s) 2 x 8 Douglas Fir -Larch No. 2 Left cantilever length exceeds 1/3 member length or 1/2 back span length. Left overhang exceeds the maximum length of 5' for this product. 0 Overall Length: 16' Used only for loads in flitch beam design (next sheet) T4" All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal. 0 I Design Results Actual Location Allowed Result LLDDF I.Load: Combination (Pattern) Member Reaction (lbs) 2663 @ 7' 5 3/4" 6563 (3.50") Passed (41%) 1.0 D + 1.0 5 (All Spans) Shear (lbs) 1203 @ 8'2 3/4" 3002 Passed (40%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs) -4965 @ T5 3/4" 2040 Failed (243%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 1.001 @ 0 0.748 Failed (2L/180)_ -- 1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in) 1.697 @ 0 1 0.997 Failed (2L/106) -- 1.0 D + 1.0 S (Alt Spans) Detlection critena: LL (L/Z4U) and TL (L/180). Overhang deflection criteria: LL (2L/240) and TL (2L/180). Top Edge Bracing (Lu): Top compression edge must be braced at 16'o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6" o/c unless detailed otherwise. Moment capacity over cantilever support I has been reduced by 25% to lessen the effects of buckling, Applicable calculations are based on NDS. _s upports Bearing Length -Loads to -Supports (lbs) Accessories Total Available Required 'Dead Snow o I I - Stud wall - OF 3.50"- 3.50" 1.50"_ 1163 1500 2663 Blocking 2 - Stud wall - DF 3.50" 3.50" 1.50" 77 267/-118 344/-118 Blocking - Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location I -(Side) Tributary W idth -Dead 0.90) Snow �(1.15) Comments 0 - Self Weight (PLF) 0 to 16' N/A 5.5 1 - Uniform (PSF) 0 to 16' (Front) 4' 18.0 25.0 Roof ,Weyprhaeuser Notes Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, Input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Bryce Dacus Ouantum Consulting Engineering (206) 957-3900 BDacus@quanturnce.corn B-3 (�L:E _:D) System : Roof Member Type: Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : Aso Member Pitch: 0112 SUSTAINABU FORESTRY INRIATIVE 5/23/2018 11:29:03 AM Forte v5.3, Design Engine: V7.0.0.5 Gravity.4te Page 1 of I Flitch Beam Design Per IBC 2015 & NDS 2015 Structure: 519 Main Beam Location: Roof Overhang Beam: (2) 2x8 Loading and Deflection Input Beam Span (ft) 8 Moment (ft-lbs) 496S (from controlling load combination) Shear (lbs) 1203 Live Load Defl. (in) I (wood only) Total Load Defl. (in)l 1.7 (wood only) Check Combined Wood and Steel (A361 Bendina Stress (Ea. 3.3-1 NDS. Do 13) Memberl W (in) I d (in) I S (in 3) E (ksi) I (in') El El/Sum El M (ft-lb) fb (psi) Fb (psi) (2) 2x8 3 7.25 1 26 1600 95 152431 0.438 2174 992 1200 Steel PL 1 0.375 6 2.25 29000 6.75 195750 0.562 2791 14887 27000 -SUM: 1 3.375 Check Wood Shear Stress (Ea 3.4-1 NDS. DO 19) 13481811 1 4965 I Memberl W (in) I d (in) I V (lbs) I fv (psi) I Fv (psi)(') 1(2) 2x8 1 3 1 7.25 1 12031 83 1 180 Check Combined Wood and Steel Deflection 0 K -" Member El bpan LL(Detl. I L Deti. (ft) in) LL Defl. Ratio (in) TL Def . Ratio Combined Section 348181 1 8.00 0.438 219 1 0.744 129 Bolt Requirements Bolt Sized Diam.: 5/8" Total Uniform Load, Wbeam 621 Steel Uniform Load 349 Z' 365 Uniform Bolt Spacing 12 End Reaction on PL 1396 lNumber of End Bolts —t77471 plf plf lb inches lbs (NDS pg 71, eqn. 11.3-8) Providedd 5/8" Thru Bolt at 16" O.C. maximum (1) Fb & Fv for wood should include factors from table 4.3.1 of the NDS (2) Fb for steel needs to be calculated according to section 16.1-F1 1 of the steel specifications. ( (71 Lt (7& V (16%-)" 1)(2) 0 K OK Quantum Consulting Engineers LLC Project: 519 Main Date: 5/23/18 Job No: 18299.0* 9 1511 Third Avenue, Suite 323 Designer: BSD Sheet: I bw J Seattle, WA 98101 Client: Dimarco Checked By: B-4 QUANTUM I CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 519 MAIN 519 MAIN STREET EDMONDS, WA 98020 QUANTUM JOB NUMBER: 18299.01 LATERAL DESIGN QUANTUM I C 0 N S U LT I N G E N G I N E E R S 1511 Third Avenue, Suite 323 T. 206.957.3900 Seattle, WA 98101 F. 206.957.3901 Project 519 Main Job # 18299.01 Page Client Dimarco By BSD Date 05/23/18 Subject Seismic Dead Load Checked Date SEISMIC DEAD LOAD ROOF ELEMENT AREA (FT 2) UNIT WT. (PSF) WEIGHT (LB) ROOF FRAMING 3060.0 18.0 55080 WOOD WALLS BELOW 400.0 10.0 4000 CONC. WALLS BELOW 1190.0 100.0 119000 11 TOTAL 178080 LB C-1 Seismic Base Shear for the Equivalent Lateral Force Procedure Per I BC 2015 & ASCE 7-10 Structure: 519 Main Address: 519 Main Street Edmonds, WA Latitude: Longitude: Structure Classification Risk Category: 11 per ASCE Table 1.5-1 Seismic Force -Resisting System: Steel Ordinary Moment Frames R: 31/2 per ASCE Table 12.2-1 W.: 3 per ASCE Table 12.2-1 Cd: 3 per ASCE Table 12.2-1 hn (ft): 12.00 height above the base to the highest level of the structure Site Ground Motion Reg. Structure 5 Stories or Less:, Yes S, (g-sec): ; 0.50 Site Class:, D SD, (g-sec): 0.50 Seismic Design Category: D IE: 1.00 Ss (max) = 1.5 Per ASCE 12.8.1.3 Ss (g-sec): 1.27 Per Geotechnical Report SDS (g-sec): 0.85 per ASCE 11.6 per ASCE Table 1.5-2 Fundamental Period per ASCE 12.8.2 Period Method: Approximate Fundamental Period Structure Type: All Other Structural Systems TL (sec): 6.00 ASCE Figures 22-12 through 22-16 Ta (sec): 0.13 Ct * hnx per ASCE Eq. 12.8-7 Tu,, (sec): 0.13 - — TL Eauivalent Lateral Force Procedure Desian Base Shear oer ASCE 12.8 per ASCE Table 20.3-1 per ASCE 11.4.4 C': 0.24 = SDS / (R/IE) per ASCE Eq. 12.8-2 CS -Max: 1.11 = SW / (T.*R/IE) for T <= TL per ASCE Eq. 12.8-3 CS -Max: 52 = SDI*TL / (Ta 2*R/IE) for T > TL per ASCE Eq. 12.8-4 Cs -min: 0.04 per ASCE Eq. 12.8-5 Cs -min: = 0.5S, / (R/IE) for S, => 0.6g per ASCE Eq. 12.8-6 Cs -use: 0.243 V: 0.243W =Cs.,,,*WperASCEEq.12.8-1 Quantum Consulting Engineers LLC Project: 519 Main Date: 5/23/18 Job No: 18299.01 1511 Third Avenue, Suite 323 Designer: BSD Sheet: I 11111IL-i Seattle,WA98101 Client: Dimarco Checked By: C-2 Yert. Distribution of Seismic Forces for the Equiv. Lateral Force Procedure Per I BC 2015 & ASCE 7-10 Structure: 519 Main Seismic Parameters IE: 1.00 per ASCE Table 1.5-2 Sos (g-sec): 0.85 per ASCE 11.4.4 Period (Sec): 0.13 per ASCE 12.8.2.1 k: 1.00 per ASCE 12.8.3 Vertical Distribution of Seismic Forces per ASCE 12.8.3 F., = C,),V per ASCE Eq. 12.8-11 Cv. = (w.h k )/(Swih ik) per ASCE Eq. 12.8-12 Level h), (ft) w. (k) % of Wt.w w. � h "k C,,x F. (k) V. (k) Roof 12.00 178.08 100.0% 2136.96 100.0% 43.25 43.25 F-_I I I Mal VV I (K): I td.ud Cs -use: 0.243 V (k): 43.25 burn: ZlJb.db per ASCE 12.8.1 Vertical Distribution of Seismic Diaphragm Forces per ASCE 12.10.1.1 Fpx = (SF�Swj) * wpx per ASCE Eq 12. 10-1 Fpx-max = 0.4*SDS*IE*W,,x per per ASCE 12. 10. 1.1 Fp.-mi,, = 0.2*SDS*IE-Wp), per per ASCE 12.10. 1.1 L'IQuantum Consulting Engineers LLC Project: 519 Main Date: 5/23/18 Job No: 18299.01 1511 Third Avenue, Suite 323 Designer: BSD Sheet: iSeattle,WA98101 Client: Dirnarco Checked Bv: C-3 A" z x Envelope Only Solution SK- 1 I May 23, 2018 at 12:59 PM MEMBER AND NODE NUMBERS I Moment Frame.r3d Y A z x Envelope Only Solution SK-2 I May 23, 2018 at 1:00 PM MEMBER SHAPES I Moment Frame.r3d y z x 25kIft '0' N3 14 Loads: BLC 1, Dead Envelope Only Solution SK-3 May 23, 2018 at 1:00 PM DEAD LOAD Moment Frame.r3d LI-V Y -.35ktft 100 �3 14 Loads: BLC 2, Snow Envelope Only Solution SK-4 May 23, 2018 at 1:00 PM SNOW LOAD Moment FrameAd C-7 y A z x 21.6k 04 14 Loads: BLC 3, EQ Envelope Only Solution SK-5 May 23, 2018 at 1:01 PM EQ LOAD Moment Frarne.r3d C-8 0 May 23, 2018 Des ign er 1:04 PM IIIRISAO Job Number Checked By_ Model Name Hot Roffed Steel Properdes I q hpI F Ik -,il r, fkqiI Nil ThArm t\lF- npnqitvrk/ft Yipicirkm 1 pw ;=tinecii pf 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 3 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 G r. B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 -.65 .49 50 1.4 65 1.3 Hot Rolled Steel Section Sets LA hpl -qh;;np Tvri,- np--, inn I iO Mntprinl npqinn P A fin9l IvvrinAl 177rinAl i rinAl 1 Column W8x48 Beam None A992 I Tv�ical 1 14.1' 1 Kg'l 194 1.96 2 Beam W12x5O Beam None A992 I Typical 1 14.6 1 56.3 1 391 1.71 Joint Coordinates and Temperatures I n hal Y ffil v rff] 7 rftl rm MM-k C,-- M;-- 1 N1 0 0 0 0 2 N2 0 12 0 0 3 N3 28 12 0 0 -4 N4 28 0 0 0 Hot Rolled Stee/ Design Parameters I nhpl qhqnp I Pnnthrftl I hvvrffl I h7-7rffl I r nmn tnnrftl I �nmn F�frffl I A- i Le.... v- I'll, C.-Mi- 1 M1 Column 12 Lbyy Lateral 2 M2 Column 12 L byy Lateral 3 M3 Beam 28 Lbyy Lateral Basic Load Cases BLC Description Cateqory X Gravitv Y Gravitv Z Gravitv Joint Point Dist r ibu ted Area (Me... Sur§2!�(. 1 Dead DL -2 Snow SL 3 EQ EL Load Combinations n� rrinfinn Qnkin D Q n r- Di P C:n^ a] P C- 0 17" 0 17" 01 t, C- 01 r' 17- D r!.- n ff-- m RISA-31D Version 15.0.2 [M:\DiMarco Architecture\ 18299 - 519 Main\Calcs\Moment Frarne.r3d] Page 1 C-9 p Designer IIIRISA Job Number Model Name May 23, 2018 1:04 PM Checked By._ Envelope Joint Reactions .Inint Y rki I (I. v rki I r. 7 1kI i r KAY rk-fti i r hAv w-ffi I r KA7 ne-fil 1 r, Envelope Joint Displacements .Inint X finI 1 r. Y finl 1 r 7 rinI I r Y Pntnfinn 1 r. Y Pntnfinn 1(' 7 Pnfnfinn I r' 47 "ln Man Envelope AISC 14th(360-10): ASD Steel Code Checks Mpmht-r S hn n P rnrlp rhpr.k I ni-.Fftl I r. qhp I nr I r Prvr-/nm rk1 PnfIn Mn%A/tnrn r RAn771 1 M1 W8x48 .696 12 9 .104 0 v 9 297.181 422.1... 57.136 12 . ...... 1 lb —2 M2 W8x48 .872 12 6 .1281 0 yl 6 297.181 422.1... -57.136 1222 ...... 1-11-16 3 M3 IW12x5O .638 28 6 .143128 y 1 8 74.9,57 437.1... 53.144 179.3 ...... 11-11-lb RISA-3D Version 15.0.2 [M:\DiMarco Architecture\ 18299 - 519 Main\CaIcs\Monnent Frame.r3d] Page 2 C-10 RECEIVED OTTO ROSENAU & ASSOCIATES, INC. Im Geotechnical Engineering, Construction Inspection & Materials Testing NOV 0 12018 13UILDING PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Job Number: 18-0903 Report Number: 383158 Permit Number: BLD2018-0272 Project: 519 Main Street Project Client: The Four R's, LLC Address: 519 Main Street, Edmonds Address: 533 5th Avenue South, Edmonds Inspector: Brian Robertson Date: 10/16/2018 Description/Location: Inspected footing dowels at southwest and southeast corners at A -line. Intended Use: Footing dowels Building Code & Year: 2015 IBC Reinforcing Steel DAIlThreid Bar/Dowel Size & Quantity: #3 x 38" (9) Anchor Size & Quantity: Rebar Manufacturer: Nucor per invoice Type of Steel (ASTM): [I A-36 El F-1554 El A-307 Grade: 0 36 El 5o El 75 Li Other: Rebar Grade: El 40 EK 60 El Other: Type of Bar: M A-615 [I A-706 El A-775 0 Other: Special Ductile Quality (SDQ): El Yes M No Anchor Length: 38" Hole Depth: 4" Required Embedment: 4- Hole Diameter: 5/8' Concrete Thickness: 161, Concrete Strength: 2500 Hole Orientation: 0 Vertical Down El Vertical Up Z Horizontal Base Material: 0 Normal Weight Concrete F-1 Light Weight Concrete El CMU El Brick El Composite Deck Hole Cleaning: 0 Compressed Air El Hand Pump 0 Other: [Compressed Air PSI: 100 psi Brushed: 0 Yes El No I Hole Condition: M Dry El Damp 0 Water Saturated El Submerged Drill Bit (ANSI B212.15): 9 Yes El No I Approved Diamond Cored Hole: Yes 0 No Adhesive Type: Simpson SET-XP Expiration Date: 12/17/2019 ICC ESR #: 2508 Weather: Indoors Ambient Temperature: 64'F Substrate Temperature: 60*17 Comments Reference Standard(s) Used: Copies to Conforms X Does Not Conform Client X Engineer Others Owner X Contractor Technical Responsibility: X Architect X Building Dept. WaltiFF-Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-86-02 (Rev. 05113) 411C. Is9v Subject: File No: From: Date: CITY OF EDMONDS 121 51h Avenue North, Edmonds WA 98020 Phone: 425.771.0220 e Fax: 425.771.0221 , Web: www.edmondswa.us DEVELOPMENT SERVICES DEPARTMENT 9 PLANNIN FYI ADMINISTRATIVE DESIGN REVIE Administrative Design Review STAFF DECISION for BLD20180 PLN20180045 C-0 Jeri Machuga, Associate Planner July 12, 2018 BLD20180727 Project Proposal Four R's LLC is proposing to change the use, conduct an interior remodel, and update portions of the exterior of the existing building located at 519 Main Street (Attachment 1). The subject site is located within the Downtown Business, BD1, zone (Attachment 4). The applicant is proposing to change the use of this building from retail to a caf6/resta u rant. As part of the subject building permit application (BLD20180727), the applicant has proposed an interior remodel and limited exterior improvements, including reconfiguring the storefront on the southern side of the building, creating an outdoor dining area, and providing new fenestration on the northern side of the building (Attachments 2 and 3). Signage will be reviewed under a separate building permit application and is not being reviewed at this time. Property Owner: Applicant: Four R's LLC c/o Mike McMurray David DiMarco 5335 1h Ave. S 1319 E. Howell St. Edmonds, WA 98020 Seattle, WA 98122 Design Review Process As part of the City's review of the building permit application referenced above, staff design review is required pursuant to Edmonds Community Development Code (ECDC) Chapter 20.10. The site is located within the Downtown Business, BDI, zone, which is subject to district -based design review under ECDC Chapter 20.12 and the particular standards found in ECDC Chapter 22.43. Design review for projects within the BD1 zone that do not require a threshold determination under the State Environmental Policy Act (SEPA) may be reviewed by staff as a Type I decision subject to the requirements of ECDC 20.01.003. Pursuant to ECDC 20.12.030, staff must find that the proposal is consistent with the zoning ordinance (including the design standards in ECDC Chapter 22.43) as well as relevant district -specific design objectives contained in the City's Comprehensive Plan. Findings & Conclusions 1. Scope. According to ECDC 20.10.020, design review is intended to apply to all development including any improvement to real property open to exterior view, including but not limited to Page I of 5 buildings, structures, fixtures, landscaping, site screening, signs, and parking lots. Thus, the subject design review focuses on the exterior changes identified in the scope of work under BLD20180727, which is for a change of use and tenant improvements associated with a new caf6/restaurant located within an existing building at 519 Main Street. Exterior changes proposed as part of the permit application include reconfiguring the storefront on the southern side of the building, creating a new outdoor dining area, and providing new fenestration on the northern side of the building. 2. Environment. The project is exempt from review under the State Environmental Policy Act (SEPA) pursuant to WAC 197-11-800(3) because the proposal is for a tenant improvement to existing commercial space. A critical area determination is not required for the subject proposal since all work is within the existing developed footprint. 3. ECDC 20.12.030 Design Review Criteria A. Edmonds Community Development Code (ECDC) Compliance 1. ECDC 16.43 — Downtown Business (BD) Zones The subject proposal will not cause any changes to the building's compliance with the applicable site development standards (i.e. setbacks, height, minimum height of ground floor, etc.). The proposal includes moving the existing storefront back, reducing the area of the interior space while increasing the covered area available for outdoor dining. The proposal includes reframing the existing projecting overhang on the southern side of the building within the same location as existing, while exposing the beams supporting the roof and adding skylights. The BD1 zone does not require any setbacks unless the property is directly adjacent to residential ly-zoned property, which the subject site is not. Thus, the proposal will not be in conflict with setback requirements. The height of the building will be unchanged at roughly 13'-9". This is well below the maximum allowed height of 30' within the BD1 zone. Thus, the proposal will comply with applicable site development standards. ECDC 16.43.030.D does not require any on -site parking for commercial uses within the BD1 zone. The site plan indicates that four existing parking stalls will be retained on the northern side of the site; however, these parking stalls are not required by code. ECDC 16.43.035 references the design standards for the BID zones within ECDC Chapter 22.43, which are discussed further below. ECDC 16.43.040.A states that all uses within the BD zones shall be carried on entirely within a completely enclosed building with a few exceptions including outdoor dining meeting the criteria of ECDC Chapter 17.75. The outdoor dining area will be consistent with this exception and with the applicable requirements of ECDC Chapter 17.75. 2. ECDC 22.43 — Design Standards for the BD Zones Design standards for the BD zones are contained within ECDC Chapter 22.43. Because this is a remodel of an existing building, however, complete code compliance like that for a new building cannot be obtained. In projects like this, the intent is to achieve a greater level of compliance than that of the existing building and to improve the visual aesthetic of the downtown environment. Page 2 of 5 Staff has reviewed the design standards of ECDC Chapter 22.43 as related to the subject proposal. The design standards that are most applicable to the subject proposal include the following: 22.43.020.B.1 — Building frontages shall be primarily oriented to the adjacent street, rather than to a parking lot or alley. 22.43.020.B.2 — Entrances to buildings in the BD1, BD2 and BD4 zones shall be visible from the street and accessible from the adjacent sidewalk. 22.43.020.B.3 — Entrances shall be given a visually distinct architectural expression by one or more of the following elements: a. Higher bay(s), b. Recessed entry (recessed at least three feet); c. Forecourt and entrance plaza. 22.43.030.B.2 — Ground floor commercial space is intended to be accessible and at grade with the sidewalk, as providedfor in ECDC 16.43.030. 22.43.040.B.1 — Structural canopies are encouraged along pedestrian street fronts. If a canopy is not provided, then an awning shall be provided which is attached to the building using a metal or otherframework 22.43.040. B.2 — Awnings and canopies shall be open -sided to enhance visibility of business signage. Front valances are permitted. Signage is allowed on volances, but not on valance returns. 22.43.050.B.1 — The ground levelfacades of buildings thatface a designated streetfront shall have transparent windows covering a minimum of 75 percent of the building facade that lies between an average of twofeet and 10feet above grade. 22.43.050.B.2 — To qualify as transparent, windows shall not be mirrored or darkly tinted glass, or prohibit visibility between the street and interior. 22.43.050.B.4 — Within the BD1 zone, groundfloor windows parallel to street lot lines shall be transparent and unobstructed by curtains, blinds, or other window coverings intended to obscure the interiorfrom public viewfrom the sidewalk. As can be seen in the photo on the following page, the existing storefront contains a large expanse of windows, which will continue to be the case with the proposal. Although the storefront is being pushed back into the building to create a larger area for outdoor dining, the storefront will continue to be comprised of mostly glass. By reframing the existing projecting overhang, exposing the beams supporting the overhang and adding skylights, the front entry area will become brighter and more natural light will enter the business space. The outdoor dining area at the front of the building will provide a greater pedestrian connection to the street front. The ground level transparency will exceed the minimum requirement of 75% transparency between 2 and 10 feet. Additionally, the new fenestration on the northern side of the building will improve the appearance of the building when viewed from the alley. Page 3 of 5 In order to ensure compliance with the design standards of ECDC 22.43.050 related to transparency at street level, a condition of approval has been added requiring that consistent with ECDC 22.43.050.13.4, the ground floor windows parallel to street lot lines shall be transparent and unobstructed by curtains, blinds, or other window coverings intended to obscure the interior from public view from the sidewalk. B. Comprehensive Plan Compliance 1. Location —The site is located within the "Retail Core" designation of the Comprehensive Plan as well as within the "Downtown/Waterfront Activity Center." General design objectives are located on pages 123 — 125 of the Comprehensive Plan, and design objectives specific to the Downtown/Waterfront Activity Center are located on pages 125-127 of the Comprehensive Plan. These design objectives are intended to encourage the development of high quality, well -designed projects that reflect the values of the citizens of Edmonds. Staff has reviewed the general and downtown design objectives of the Comprehensive Plan as related to the subject proposal. The design objectives that are most applicable to the subject proposal include the following: Building Entry Location. Building entries should be configured to provide clear entry points to buildings, be oriented to pedestrian walkwayslpoth ways, and support the overall intent of the streetscape environment. Space at the entryfor gathering or seating is desirable for residential or mixed use buildings. (pg. 123) Building Entry Location. Commercial building entries should be easily recognizable and oriented to the pedestrian streetscape by being located at sidewalk grade. (pg. 126) Building Fagade. Provide a human scale streetscape, breaking up long fagodes into definedforms that continue a pattern of individual and distinct tenant spaces J . n commercial and mixed use areas. Avoid blank, monotonous and imposing building facades using design elements that add detail and emphasize the different levels of the building (e.g. the top or cornice vs. the pedestrian level or building base). (pg. 127) Page 4 of 5 Window Variety and Articulation. In the downtown retail and mixed commercial districts, building storefronts should be dominated by clear, transparent glass windows that allow and encourage pedestrians to walk post and look into the commercial space. Decorative trim and surrounds should be encouraged to add interest and variety. Upperfloors of buildings should use windows as part of the overall design to encourage rhythm and accents in thefagade. (pg. 127) The proposal meets the applicable design objectives of the Comprehensive Plan by creating a well-defined entrance on the street side of the building by constructing an almost entirely transparent storefront within a recessed entry. The addition of a covered outdoor dining area will create a pedestrian -friendly environment and will improve pedestrian connections to the subject site. The proposed improvements will help to orient the building to the streetscape and will provide for an active outdoor dining area adjacent to the public sidewalk. Decision Staff finds that the proposal is consistent with the Zoning Ordinance, applicable design standards, and Comprehensive Plan. Therefore, staff finds that the design of the exterior changes to the existing building proposed under permit BLD20180727 are APPROVED with the following conditions: 1. Consistent with ECDC 22.43.050.B.4, the ground floor windows parallel to the street lot line shall be transparent and unobstructed by curtains, blinds, or other window coverings intended to obscure the interior from public view from the sidewalk. Individual elements of this project are required to meet all applicable city codes, and it is the responsibility of the applicant to apply for and obtain all necessary permits. I have reviewed the application for compliance with the Edmonds Community Development Code. n Machuga, Associate Planner Attachments 1. Building Permit Application 2. Site Plan 3. Elevation Views of Proposed Exterior Changes 4. Zoning Map Appeals July 12, 2018 Date Design review decisions by staff are only appealable to the extent that the applicable building permit or development approval is an appealable decision under the provisions of the ECDC. Design review by staff is not in itself an appealable decision. Page 5 of 5 .1. to, BUILDING PERMIT APPLICATION Development Services Building Division 121 Sth Ave N / Edmonds, WA 98020 425.771.0220 For handouts, submittal requirements, permit status and inspection scheduling information go to: http:/Jwww,edmon4swa.govL JOB SITE INFORMATION/LCICATION: (Where the work Is taking place) Job Site Address: 519 Main Street, EdmondsWA98020 Parcel: 004342-021-029-00 Lot /Unit/Suite #: - Subdivision: PROPERTY OWNER: Name: Four R's LLC do Mike McMurray Mailing Address: 533 5th Ave 5 City/State/Zip: Edmonds WA 98020 Phone #: 425-673-4677 Email: gecko808O@gmaii.com OWNER INSTALLATION: *If yes, read and sign* Will work be performed by the property owner? 0 Yes M 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: David DiMarco Mailing Address: 1319 E Howell Street City/State/Zip: Seattle WA 98122 Phone #: 206-355-6795 E-mail: architect@icioud.com GENERAL CONTRACTOR: (if different from applicant) General Contractor: Sean Guidice Mailing Address: 6502 26th Ave NE City/State/Zip: Seattle WA 98177 Phone #: 206-579-1575 E-mail: sea ngu iclice@gmicift. corn WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE: #BUILDLG684KO CITY OF EDMONDS BUSINESS LICENSE #: rf�__Mlto TYPE OF PERMIT (Provide Details on Page 2) 0 Accessory Structure/ Detached Garage 0 Addition 11 Demolition 0 Mechanical C3 New Single Family / Duplex 0 Plumbing El Fire Sprinkler 00 Remodel 111 New Commercial/ Mixed Use 0 Re -Roof 0 Signs 0 Tank 0 Tenant Improvement 0 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 on this application. Valuation: 2,475 SF x $80 = $198,000. I PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATION Basement sq ft: Finished 0 Unfinished K) Ist Floor, sq ft: 2,012 2nd Floor, sqft: 0 Garage/Carport:, sq ft: 0 Deck/Covered Porch/Patio: 463 Other sq ft: 0 PROJECT DESCRIPTION CHANGE OF USE FROM RETAIL (M) TC CAFE/RESTAURANT (A-2), REMODEL -TO INCLUDE RECONFIGURED STOREFRONT AND OUTDOOR DINING AREA - -ALONG STREET, NEW INDOOR DINING AREA, "60MMERMI: ffi&lEN - NEW FENESTRATION ALONG ALLEY, NEW SKYLIGHTS. I certify that the information I have provided on this form/aPPliCatiDn 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: david DiMarco Signature Date 5/25/18 A W_�r A ^__LJLRAJIr_AJL11r__A_ CO T e I GE 66.89 :E E 6 04 8' PVC E S 6'� 9 C-1 54' SSUH — — — — — — — — — — — — — wo, P'C Rill, 11,11 �'S 58.87 8' Cis E EWSB.97 8' CP all --S.-- w '12 SD S So ;?"F --G ...... I.— ch. CONTAINERS SHARED WITH, T AND LOCATED ON, ADJACENT PROPERTY TO WEST Lot 31 -cr MIC. T-1, L-d. D.— 1.25' IE N 62.58 4' PVC IE SW 62.48 12' PVC STM 60.98 448. WIAH? RN 611.." , P. 'TER 'L, Es' 'ATER Lot 3C FIRE SEPARATION DISTANCE: 0,0' 80.my #515 f 0 "I... " PC " It H 1'.. 4' INC E 66 38 S' PVC EITM 66:18 -71. AtIPOU"' .0'-R:U--W PL: 30.00' (E) PARKING: 4 STALLS EXISTING BUILDING: 519 MAIN STREET FL. 70- .00. 2 EB ZT8 liffil /IE N 68.43 8' PW HE W 68.18 8' PVC _Uw_ SU— —SD A —So—so_ 'D L U.0 — — — — — — — — — — — sit. Bass 17: El .01 or 0 -ot 28 Lot 27 0 z FIRE SEPARATION DISTANCE: Off NEW STOREFRONT 8.0dirrg #525 Bd Not P;. NEW WALL -MOUNTED SIGN ME N"72'.'06 4' PVC EXISTING OH TO BE REFRAMED IE W 70.31 12* PVC BTU 681.76 --BTU 65,82 Z �SD— I i Main Street lai___ __�_ _t — —SD— SO— SD— — — so— — — SEI— — — SD — GE 71. — to FV-UD W/ WAIIEN 81111 67.53 L MAIN STREET CL - — - — - — - — - — 420,00, N 89-59'06" E 659.84' CoIc'd (660' Plot) d a: M227 'G'—E —7.3-9. loce Mon GE 69.05 A.ph.It Stt �E W 66.07 12' PVC OWS W 67.97 S' PVC W 64.60112" PVC N 66.02 12' PVC :E E 68.99 12' PVC :EE E 64.65 2' PVC JE NE 62 12' PVC E S 68.94 12' PVC 8 Tut 62.15 IEE E 66681i 12- PVC OTMW64.29 0 F. Lin. EITM 61117 DIMARCO ARCHITECTURE David Dislarch 1319 E Howell Simi "attleVIA9817211SA ,unutwoklool.'arn 206.355.6795 —. durnar,owluectpre.chn 519 Main 519 Main Street Edmonds Washington 98020 D�'*mhgs hard specifications as instrumpeaLs at serAte a and shoo'nolh the Property 01 the kchited. They Ole hot to be tried W tKuthp4ml; at the PIOM or other Projects, wept by opreeprept In witing and opprophole (oarpersatum to the kchilecl. The General Coplonal me,ponsible for oulffintrug and consisting Monarchs at the job sill. The Architect Wit not be iespollsiale for construction means, methods, techniques. sequences. at procedures. or for safety piec'unicuns and programs hompectiall will the project. 00:11.rectou,hii,alue Ila_ C.) :t--f Permit Set ISSUM: C) L_ Site Ptan C'4 01 Pfinled: 51208 ATTACHUM 2 Li Vim florn Wdool 011Ing View from the Interior View from Main Sueel looldng northeast Vl�l DIMARCO ARCHITECTURE Don DiN.,. 1319 E H0.111 SUett Se.ole WA 93122 USA .da.wid.w'. 519 Moin "9 Main Street Idmonds Washington 98020 D—iog, oW SPHIM1,00- el k94 .1 -w, "I " ftU,M* ft popeti, 0 the k0dect. Thei ." W 1, W W . W .1 a., Perim, . on. plel.b. .01 bV 411. .11% W OMWIle CoIRroWlion to the kdolen. it. 6—ol C.Um. 4,.Wm. 1. .Do (.,Wt.9 d—Wr at the Job We. The When .1 . be 1. 1.9 Ijodon In ...... th"'. Qu-., . on,cedo,". ., W P"..rs Orel popeeIs z1bil.lotib,tert., Permit Set Perspective Views AO. 2 Printed: 512418 ATT (El ROOF NORTHWARD AROUND R) PARAPET TO OUTER EAST FACE OF CONC WALL -3 North Elevation — AtlegLacade S. CALE: 318' z V-D" 71 ".t ED itl T- 1411 i: T!I if V41" 1'41' rl IUFWHWAC TEND BMD (NITSM GOES. W SEE ROOF PLAN FOR MMOGS J-13-4- TRoof Level Ron CONTINUE PLANE OF LET ROOF Rwce'e[ PIT. ,I,D C�DAP 4 r 1' 1 1 ,C �4 �RAMED INFILL RETWEEN RAFTERS FIN 0 —CL MAIN SPACE MA CH BLOCKING. INSUL TO 9-15. I , 3�5- 1, T-5- 1, 3�5- T-V' 1, T-51" T-5"' T-5" 2 South Elevation — Storefront Facade aj - SCUli North Elevation-- Furring Strip Diagram South Elevation — Street Facade A10- -SCALG:3-19-- Y-O" :.'dif TmAtc.'3111— 1.0' ' *',,IN* DIMARCO ARCHITECTURE David DiMara 1319 E Howell Street Seattle WA 98122 USA dr,om"Wi,bud.,dom 2 06.355.6795 519 Main 519 Moir Street EdITIO' its Washi " gtor 99020 O;a.mg' and Spec,fiketion, a, "so—ats of se,", . a "it "" he plaiml, 1�i!ha kirit" , They me m of t=�I' an anden a of The Proadd, ,, other mopeds. ercept by agrermarmim wnflong and appropriate ornprmsetlem to the Adhit,,L The Gendhi ' I a a id�Cmmmrd is,11pommilfor—finnorig no my dimensions at the job ste. The Aahtect will not be LeSPonsible for con,trudim, means, method S� Lamm " "' "qf'h a' o d s. or far safety and programs in Immelther with the pol"L I- bMma Ae,fidector, Permit Set North & South Revotions A31 raboadyll 51208 11 C Ity I I Elamonds, Zoning and Vicinity Map zs No V 104. 1;7 uowrvtowquiaqc J> B o.tj n V A.. 5 " 2, 5. -4 5 z I ON �5` 2/, BD1'- -k� S 0, in, 1:1,128 A X na i�n 0 47.02 94.0 Feet Thismapisa user generated static output from an Internet mapping site and is for referenceonly. Data layers that appear on this map mayor may not be accurate, WGS-1984 - Web -Mercator -Auxiliary -Sphere current, or otherwise reliable. 0C City of Edmonds THIS MAP IS NOT TO BE USED FOR DESIGN OR CONSTRUCTION Legend ReZones PIRD RoW Zoning RS-6 RS-8 RS-10 RS-12 RSW-12 E] RS-20 RS-MP RM-3 RM-2.4 RM-1.5 RM-EW 8D1 BD2 BD3 IF ,+I BD4 LIN BD5 OR WMU BP BN FVMU 6C Notes Nelson, Denise From: Wayland, Christina Sent: Tuesday, August 28, 2018 10:59 AM To: Nelson, Denise Subject: FW: BLD201180727, 519 MAIN ST S-Sheets Attachments: Sl.O.pdf; S1.1.pdf; Sl.2.pdf; S2.0.pdf; S2.1.pdf, S2.2.pdf, S3.0.pdf,- S4.0.pdf From: David DiMarco <architect@icIoud.corn> Sent: Tuesday, August 28, 2018 10:52 AM To: Wayland, Christina <Christina.Wayland@edmondswa.gov> Subject: Re: BLD20180727, 519 MAIN ST S-Sheets Christina, Attached are the original S-Sheets submitted for our application. There were no requested corrections. Thank you, David z DIMARCO ARCHITECTURE David J DiMarco I AIA - CPHC A 1319F HOWFLI. STSFATTIF WA98122 P 206.355.6795 dimarcearch4ecturexam 1 Pq PA��IQt�iaQnnrinllPl P-A.-i KJ2n17 Project Inf o Project Title: 519 Main Street [Date 5/3/18 Compliance forms do not require a password to use. Instructional and calculating cells are write- protected. Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use Company Name: DiMarco Architecture CompanyAddress: 13119 E Howell Street, Seattle WA 98122 Applicant Name: David DiMarco, Applicant Phone: 206.355.6795 Applicant Email: architect@lcloud.com Project Description E New Building EAddition EA! . teration EJNo Lighting Scope Include PROJ-SUM form (included in envelope forms workbook) with lighting compliance forms. Interior Lighting System Existing building remodel includes new lighting throughout. Main space will have a Change of Description Use from Retail Type M to Assembly A-2. Secondary space includes the Lower Level Storage Type S-1 to remain unchanged. Interior lighting will be ceiling pendant and wall sconce LED fixures. 1-41 Interior Lighting Plans Included Interior Lighting Power Building Area Method El $pace -by -space Method Allowance Method Select method used in prqect. Interior Lighting Controls n, All C405.2.1 - C405.2.8 Lighting Controls EC405.2 Exception 5 Luminaire Level EAdditional Efficiency Package Option To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the requi . red controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: 19 No Dwelling CC405.2 thru C406.5 Commercial Lighting Controls and LPA Units CC406.3 High Efficacy Lighting CR404.1 Residential High Efficacy Lighting. Dwelling unit fighung complies with WSEC Residential provisions in lieu of WSEC Commercial provisions. Fxterior Lighting System Exterior lighitng will include ceiling pendant LED fixtures at outdoor dining area at Main Street. Description LED wall sconces will light the north alley exterior area, El Exterior Lighting Plans Included Building Additions Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction p F 2U_10JM_t__ --- Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance E Refer to Sdction C50226 for additional requirements. 7�diiion Ts combi�� v;,7th existing: For interior lighting prciects, include new + existing-to-reinain interior lighting fixture wattage in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. For exterior lighting pr4ects, include new + existing- to -remain exterior lighfing fixture wattage in Proposed Tradable and Proposed Non- Tradable Lighting Wattage tables in L TG-EXT form. CITY COPY MAY 25 2010 DEVELOPMENT SERVICES CTR. CI1Y OF EDMONDS Pj LtQ0 1Sz)-7Q-7 Lighting Summary, cont. LTG -SUM 901riV,JAqhinritnn.qfnt=P�r�r�m-4 r� E: jProject Title: 519 Main Street j . 'W It d1l M I ;eul f Date 5/3/18 Change of Space Use Existing interior lighting systems in areas under -going a change in space use are upgraded to comply 1:1 with LPAs for the new space types per Tables C405.4.2(l) or C405.4.2(2), Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG-INT-BW or LTG-INTSPACE form. Interior and Exterior Lighting Power fnterior lighting Parking garage Exterior lighting Lighting Alterations 50% or more of existing are replaced F47 F7 Select at/ Lighting Power and Lighting Control elements that apply to the scope of Less than 50% of existing are replaced the retrofit prcyect, lfprqect includes a combination of spaces where less than --- P an or ballast replacement only �rZ�� El 50016 of the existing fixtures are replaced in existing to�ta:fwettage not increased 'o some spaces, and 500% or more of the fixtures are replaced in others, then provide 501/o or more replaced - Total lighting power of new + existing- to -remain fixtures shall comply with total LPA separate lighting power compliance forms per Sections C405.4.2 and C405.5.2 Include new + existing- to -remain fixtures in Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-E)(T form. for the two retrofit conditions. Spaces undergoirKj the same " of retrofit may Less than 5091* replaced - Total lighting power of new + existing -to- remain fixtures shall riot exceed the total be combined into one lighting power fighfing power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage compliance form, table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed Refer to Section C503.6 for additional Lighting Controls Interior lighting Parking garage Exterior lighting requirements. AJI alteration lighting controls shall be wiringinstalled to serve added fixtures arKVor fixtures relocated to new EZ, El r 7 circuit(s) New or moved lighting panel El E Interior space is reconfigured - = luminaires unchanqed or relocated . . ... ............ ............ __' — ... . ....... New wiring or circuit - For interior fighting, provide required manual controls per C405.23, occupancy sensor controls per C405.2. 1, daylight responsive controls per C405.2.4 and application specific lighting FNo changes are being made to controls per C405.2 5. For exterior lighting, provide required controls per C405.2.7. the Interior or exterior fighting New or moved panel - Provide all applicable lighUng controls as noted for Now Wiring and automatic time systems and existing space uses switch controls per C405.2 2 and configuration are not Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. changed. Application specific lighting control provisions per C40,52.5 do not apply to reconfigured spaces. ON 2015 Washington State Energy Code Compliance Forms for Commercial Buildincis includina R2 R3 R4 over 3 stories a all Ri Revised Nov 201 Project Title: 519 Main Street Date 5/3/18 Calculation Area NOTE 9 01\1�, Construction OAddition - 0 Addition OSpaces where < 50% of *Space. where �: 50% Of 0 Spaces where the Use is For BdIding Department Use LPA Calculation Type *Standard OAdditional Ociency Package Option To comply with C4063, the Proposed LPD shall be 25916 lower t17an to Target LPA. , Refer to C406.3 for addidonal requirements. User N It'l Maximum Allowed Lighting Wattage NOTE I Location (plan #, room #) Space Type Ceiling HeightNOTE 2 Gross Interior' Area in ft2 Allowed per e Watts Aflowed (wattse x area) 311ning Dining area: Family dining area 886 —Watts 0.710 629 Service Counter SaJes area 214 1.270 272 Kitchen Food preparation 270 0.790 213 Back of House Food preparation 261 0.790 206 Hallway Corridor: all other 88 0.530 47 Closet 1 & Closet 2 Storage room 105 0.500 53 MS Room & MR Room Restroom: all other 74 0.780 58 LL Storage Storage room 1283 0.500 642 Total Areal 3181 Retail Display Allowance from LTG-INT-DISPLAY Lobby ArtiExhibit DisplaV Allowance from LTG-INT-DISPLAY NOTE 8 Allowed Wafts 2119 Proposed Lighting Wattage NOTE I Location (plan #, room #) Fixture Description NOTE 4. 5, 6 Number of Fixtures Watts/ Fixture NOTE 7 I Watts Proposed Fi xture A: 0 1 ni ng, Service Counter Area - --l- Progress Lighting Pendant #P1033874 with 11-watt Elko LED bulb 2 2 11 220 z F ' t eA- 0 u td 71-) ' Progress Light! ng Pendant #P1 033874 with 1 1-watt Ei ko LED bulb 8 11 M --- __1 FiAw4a-KTchen N uvo Lighti ng Bar n U ght Pendant wi th I 1-watt Elko bulb 12 11 132 Txture 0: Closet 1, Closet 2, Lower Level StoraGe George Kovacs LED Flushmount #GKOP-12384Z 8-inch Option, 17- watt 10 17 170 Fixture E: MR Room, MS Room dweLED Slim Nightstick LED Bath Bar #WACP2D1518 2 33 66 Fixture F: Lower Level Stair George Kovacs Agle Outdoor LED Wall Sconce #131259-566-1- 1 10 10 Proposed Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 686 FInterior Lighting Power Allowance COMPLIES1 Note I - List all unique space types per Table C405.4.2(2) that occur in the pr4ect scope. Select space type category from drop down menu. Note 2 - Indicate coiling height for atriums and spaces udlizing the ceiling height ac#ustment per Table C405.4.2(2), Footnotes d thru f Note 3 - List a// proposed lighting fixtures including exempt lighdrig equipment and exisUng-to-remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture 4pe, lamp 4W (e.g. T-8), number of lamps in the fixture, and ballast 4epe (if incluabd). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast informaiYon. Note 5 - For lighting equipm ent eligible for exemption per C405.4. 1, note exception number and leave WattslFixturo blank Note 6 - Existing-to-romain fixtures shall be included in the P�oposed Lighting Wattage table in the same manner as new fixtures. labritify as existing in fixture descripdon. Note 7 - For proposed WattslFixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw -in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the /amp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage trackbusway systems, enter the larger of the attached luminaire wattage or 50 watts,lineal foot, or enter the wattage limit ofpermanent current limiting device. Note 8 - Lobby ArtExhibit Display Allowance is independent of the Maximum Allowed LighUng Wattage. Enter all proposed lobby artlexhibit display fixtures in LTG-INT-DISPLAY form only. Note 9 - Calcu�ation Area Details: a, Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502. 1. b. For alterations and build(ng addidons, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a buildng addition will comply as combined with the overall existing buildrig lighdng systems, include at/ applicable existing Space Types and gross interior areas, c. If less than 5Y16 of existing lighting fixtures will be replaced, provide total existing ligftng wattage (prior to alteration) in the space provided in the Maximum Allowed Lighting Wattage table. d. if lighting alteradon prcyect includes some building areas or spaces where < 500% of luminaires are repiaced, and other areas or spaces where � 5GPlo of luminaires are replaced, then these areas or spaces may be alocumented separately, If multiple forms will be completed to demonstrate comoliance for the total scooe of ft alteration orciect. describe scoce covered inform in User Note section. Exterior Ligh ing LTG-EXT 201,13 Washlngli;in 5= F;ECr= rndp C=dinnca Forms for (nmmprr'al Buildings 'righiding R9 RA R4 nypr 3,.;t and all R1 Ray's � NiN 2017 Project Title: 5119 Main Street Date 5/3/18 Exterior Lighting Zone Ozone 1 Ozone 2 *Zone 3 0 Zone 4 Exterior Lighting Zone selection required to enable LTG-EXT form. Zones are defined in Table C405.5.2(l) and specifted by the jurisdiction. For Buildinq Department Use Calculation Area ONew construction OAddition - stand alone OAddlition + existing OARration with 1 50% *Alteration with �: 50% et. User Not]' Building Grounds Applies to individual luminaires > 100 Watts EEfficacy > 80 lumens/watt FExemption Dontrolled by motion sensor Tradable Maximum Allowed Lighting Wattage 101E I Base Site Allowance: 750 Tradable Surfaces Surface Description Area (e), perimeter (I� or # of items Allowed Wafts per e or per If Allowed Watts x ft2 (or x M MDTE 2 Main Entry Door 3 30W/LF door 90 Other Entry Door 3 20W/LF door 60 Total Allowed Tradable + Site Allowance Watts] 900 Tradable Proposed Lighting Wattage 11E I Number of Watts per Watts Tradable Surface Fixture Description NOTE4,5 Fixtures Fixture NOTE 6 Proposed Fixture B: Tech Lighting ISO Head Spotlight #700- Main Entry Door 4 1 G 64 M.PISO-8335018W-LED Other Entry Door Fixture: F: George Kovacs Angle Outdoor LED wall lsconce#Pl2%566-L 2 I 10 20 Total proposed tradable wafts may riot exceed the sum of total allowed tradable watts Total Proposed Tradable Watts] 84 plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non -tradable categories. Non -Tradable Maximum Allowed lighting Wattage NOTE I Site Allowance Remaining: 750 Non -Tradable Surfaces Surface Description ea (e), perimeter (10 Tr or# of items Allowed Watts per e, If or item Allowed Watts x ft2 (or x I� NOTE 2 Bldg. Fagade — Fixture G: indirect lighting for underside of eave 400 ft. 30 If, 7 0.113 W/ft2 Non -Tradable Proposed Lighting Wattage NOTE 3.7 Non -Tradable Surface Fixture Description NOTE 4, 5 Number of Fixtures Watts per Fixture NOTE 6 Watts Proposed Bldg. Fagade American Lighting Hybrid-2 Tape LED Rope Kit 7 9 63 Non -tradable proposed watts may not exceed allowed watts for any individual surface Non -Tradable Wafts Exceeding LPA: 63 unless the total excess watts for all non -tradable surfaces are less than the remaining Remaining Site Nlowance: 687 site allowance. Exterior Lighting COMPLIES WITH MAX. ALL Note I - List all exterior surfaces per Table C405.5.2(2) that occur in the project scope. Select exterior surface categories frorn drop down menu. Note 2 - Unlit Message - Enter lighting fixture information for this surface in Proposed Lighting Wattage table to generate Lighting Power Allowance. Note 3 -List all proposed lighting fixtures including existing -to -remain fixtures. Note 4 - Forproposed Fixture Description, indicate fixture IWe, lamp "e, number of lamps in the fixture, and ballast type (if applicable). Note 5 - Existing- to -remain fixtures shall be included in the Tradable and Non- Tradable Proposed Lightfrxi Wattage tables in the same manner as new fixtures. Identify as existing in fixture description. Note 6 - For proposed WattslFixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw -in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. Note 7 - Automated Teller and Night Depositories - For each location, enter the number of ATM machines or depositories within that location. If there are multiple locations in Me prc#ect, enter each locafion individually in the Non- Tradable Maximum Allowed Lighting Wattage table CODE SUMMARY International Existing Rultaling Code 1- 11 , Com�fan`ce met a :Prescripth(e . 1,_A Washington State Energy Code Prescriptive per WSEC C402 C402.4 fenestration framing: Nonmetat U-0.30, Metat(fixed): U-0.38, Metal (opera his): U-0.40, Metal (entrance doors): U-0.60 Skylights: U-0.50 C4102.41.1 Maximum Area: "The vertical fenestration area shollnot exceed 30 percent of the gross above-graciewull area. (WSEC definition of a wall: "That portion of the building envelope, including opaquearea and fenestration, that is verflcat( I" International Building Code Main LeveLoccupancy is Assembly, group A-2 (changing from existing M relay) Lower Leve[occupancy is Storage, group S-1 (no changeto existing) PerTable 508.4, a 2-hourseparatlon Is required between Aand 5-1 occupancies. Construction Type'. V-B Existing wood rafters and roof deckto beexposed and unrated. Table602 requires eirterlorvalls to be rated as follows: fast and westwalls (fireseparation dlstance�5111): 2-hour North and south walls (fire separation dlstance�10ft): Unrolled Per Section 903.2.1.2, since the Group A-2 occupancy (1) Is less than 5,000 squarefeet, (2) has an occupancy load of less than 100, and (3) Is on the levelof exit discharge, an automatic sprinkler system is not required. Portablefire extinguishers are required in Group A and S occupancies per 906.1.1, and within 30 feet of commercial cooking equipment per 906.1.2. IEBC chapter 10, tobieIO12.4: Means of Egress Hazard Category number 3 for proposed A occupancg as wellos existing M occupancy. CODEANALYSIS IOCCUPARN` LOAD ExrFUNG PLUMBING FIXTURES STOW SPACE GROUP FUNCTION SIZE I LOAD FACTOR LOAD ji#OFBM CPOEl LAIUjWC LAVATORY INIEN: WIG per 303.3 per fable 1004. 112 per Table 1006. 2 1, 1 per IBC 1017.2 Main Outdoor Dining A-2 Assembly 462.8sf 1 per 15sf net 30.86 1 75ft 200ft 1 per 75 1 per200 15.4 0.21 0.08 15.4 0.21 0.08 Main Indoor Dining A-2 Assembly 828.6sf 1 per 15sf net 55.24 2 1 per 75 1 per 200 27.6 0.37 0.14 27.6 0.37 0.14 mail Service Counter Area A-2 Business 272.4sf 1 per 1OOsf gross 2.72 1 per 75 1 per 200 1.4 0.02 0.01 1.4 0.02 0.01 Restrooms/Halls A-2 Business 161.3sf 1 perlOOsf gross 1.61 1 1 per 75 1 per 200 0.8 0.01 0.00 0.8 0.01 0.00 Main Kitchen A-2 Commercial Kitchen 269.7sf 1 per 200sf gross 1.35 1 1 per 75 1 per 200 0.7 0.01 0.00 0.7 0.01 0.00 Main Bock of House A-2 Commercial Kitchen 260.6sf 1 per 200sf gross 1.30 1 1 per 75 1 per 200 0.7 0.01 0.00 0.7 0.01 0.00 Main Closets A-2 Accessorg Storage 71.Bsf 1 per 300st gross 0.26 1 1 per 75 1 per 200 0.1 0.00 0.00 0.1 0.00 0.00 subtatiat Malostorg occupant load 93.35 2 Basement S-1 Storage (Accessorg) 1332.4sf 1 per 300sf gross 4.44 1 100ft 200ft I perlOO I per 100 2.2 0.02 0.02 2.2 0.02 0.02 sulatotal: Basement story occupant load 4.44 1 TOTAL BUILDING OCCUIPART LOAD 97.79 TOTAL FEMRES 0.6 0.3 0.6 0.3 footnotes: Dining spaces are unconcentrated loads (tables & chairs) pcst A,,tr CL. CPoET = common path of egress travel EATD = exit access travel distance IEBC Compliance Above Grade 1 IBC 504.4 Occupancy 2 hours RIC Table 508.4 between new main level A-2 and existing Lower level. 5-1 Separation SYMBOL LEGEND ABBREVIATIONS A ALIGN GA GAUGE (P) PROPOSED ABBR ABBREVIATION GALV GALVANIZED PC POWDER COATED z An ANCHOR BOLT GC GENERAL CONTRACTOR PERF PERFORATED ADJ ADJACENT GO GAS OUTLET PIP POURED IN PLACE AFF ABOVE FINISHED FLOOR GWB GYPSUM WALLBOARD Pl. PLATE DIMENSION LINES AT P IYWD PLYWOOD HFB HOSE BIB PT PRESSURETREATED BLDG BUILDING RUN HEADER Pro PAINTED BlKG BLOCKING HP HIGH POINT BM BEAM HT HEIGHT R RISER SI 2 1 GOT BOTTOM REO'D REQUIRED CIS CENTER IN SPACE INCL lit �".11 INCLUDEIINCLUDING 1,NSULATION RM RO ROOM ROUGH OPENING REVISION TO DOCUMENT IL CLG CENTER LINE CEILING TERIOR So SMOKE DETECTOR CLO CLOSET JT JOINT SHT SHEET CLIF CLEAR Sim SIMILAR CMU CONCRETE MASONRY UNIT LAM LAMINATE SOG SLAB ON GRADE N co CARBON MONOXIDE DEFECTOR LP LOW POINT so SQUARE COL COLUMN LT LIGHT STL STEEL NORTHARROW CONC CONCRETE STN STAINED CONT CONTINUOUS MATL MATERIAL STO STORAGE MAX MAXIMUM STRUCT STRUCTURAL DIA DIAMETER MECH MECHANICAL DIM DIMENSION MEMB MEMBRANE f TREAD DIR DIRECTION MFR MANUFACTURER TAG TONGUE AND GROOVE ------ ------ EXISTING WALL TO BE REMOVED DN DOWN MIN MINIMUM T.O. TOP OF (e.g. PLATE) 05 DOWNSPOUT MITI. METAL TYP TYPICAL r-= EXISTING WALL TO REMAIN DWG DRAWING IN) NEW UNO UNLESS NOTED OTHERWISE r--= NEW WALL (E) EXISTING RIC NOT IN CONTRACT EA EACH NTS NOT TO SCALE VIF VERIFY IN FIELD EL ELEVATION VERT VERTICAL ELEC ELECTRICAL of OVER ENT EXTERIOR oc ON CENTER Vil WITH ED EQUAL OPG OPENING VIC WATER CLOSET OPP OPPOSITE WIN WINDOW FIN FINISH oscl OWNER SUPPLIED, WD WOOD FF FINISH FLOOR CONTRACTOR INSTALLED W/o WITHOUT F.D. FACE OF (e.g. STUD) osol OWNER SUPPLIED, IFT FOOTIFEET OWNER INSTALLED FIG FOOTING APPLICABLE CODES PROJECT TEAM ALL WORK SHALL CONFORM WITH: OWNER - 2015 INTERNATIONAL BUILDING CODE (IBC) WITH STATE AMENDMENTS FOUR R's LLC 533 Sit Avenue S - 2015 INTERNATIONAL EXISTING BUILDING CODE WITH STATE Edmonds, Washington 98020 AMENDMENTS geckoBOBO@gmall.com (425) 673-4677 - 2015 INTERNATIONAL MECHANICAL CODE (INCLUDING INTERNATIONAL FUEL GAS CODE) WITH STATE AMENDMENTS ARCHITECT - 2015 INTERNATIONAL FIRE CODE WITH STATE AMENDMENTS David DiMarco DiMARCO ARCHITECTURE - 2015 UNIFORM PLUMBING CODE WITH STATE AMENDMENTS 1319 E Howell Street - At WASHINGTON STATE ENERGY CODE (WAC 51-11) ,cuts, Washington 98122 - 2015 INTERNATIONAL PROPERTY MAINTENANCE CODE �rchitect@ictoud.com (206) 355-6795 - EDMONDS COMMUNITY DEVELOPMENT CODE STRUCTURAL ENGINEER - 2014 NATIONAL ELECTRICAL CODE Dan Fenton QUANTUM CONSULTING ENGINEERS 1511 3rd Avenue #323 Seattle, WA 98101 PROJECTINFORMATION dfenton@quantumce.com (206) 957-3903 CONTRACTOR SITE ADDRESS: Sean Giudice BUILD LOVE GLOBAL LLC �1-9 main -street 6502 26th Avenue KIN Edmonds, Washington 98020 Senate, WA 98177 PARCEL NUMBER: seangludice@gma!Lcom (206)579-1575 T04342 0-21-029-00 WA STATE LICENSE #BUILDLG684KO LEGAL DESCRIPTION: !Or 29, -BLOCK D, CITY OF EDMONDS ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SCOPE OF WORK: CHANGE OF USE FROM RETAIL (M) TO CAFE/RESTAURANT (A-2), REMODELTO INCLUDE RECONFIGUIRED SheetIndex STOREFRONT AND OUTDOOR DINING AREA ALONG STREET, NEW INDOOR DINING AREA, NEW COMMERCIAL KITCHEN, NEW FENESTRATION ALONG ALLEY, NEW SKYLIGHTS. General DEFERRED SUBMITTALS NOT INCLUDED IN THIS APPLICATION: A01 Coversheet FINAL TENANT IMPROVEMENTS, PLUMBING, HYAL, 1:1-ti; I KiCAL, COM M ERCIAL HOODIHOOD FIRE SUPPRESSION, AO.2 Perspective Views FIRE ALARM SYSTEM Site DESCRIPTION OF PROPOSED BUSINESS: A1.1 Site Survey TO BE DEFERRED UNTIL APPLICATION FUR FINAL IENANII IMPROVEMENT Plans ZONING: A2.1 Demo Main Level Pion FD1- A2.2 Demo Lower Level Plan OCCUPANCY: A2.3 Main Level Plan MAIN LEVEL: A-2, LOWER LEVEL: 5-1 A2.4 Lower Level Plan CONSTRUCTION TYPE: A2.5 Roof Level Plan V-B A2.6 Main Level Furnishings Plan Elevations GENERAL NOTES A3.1 Noah & South Elevations Sections 1. ALL PLUMBING, MECHANICAL AND ELECTRICAL WORK SHALL BE UNDER SEPARATEPERMIL ALLSUCH A4.1 Sections WORK SHALL COMPLYWITH ALL STATE AND LOCAL CODES. Reflected Ceiling Plans 2. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN FIELD FIND R TO EXECUTING WO RK. I N THE EVENT OF DISCREPENCY, CONTACT A5.1 Main Floor RCP ARCHITECT PRIOR TO PROCEEDING WITH WORK. A5.2 Lower Floor RCP 1STRUCTURAL DRAWING NOTES PREVAIL OVER ARCHITECTURAL DRAWING NOTES. 4. THESE DRAWINGS ARE PERMIT DOCUMENTS. THE OWNERIDEVELOPER AND CONTRACTOR SHALL Exterior Details ASSUME ALL RESPONSIBILITY FOR PARTICULARS AND DETAILS OF CONSTRUCTION INCLUDING, BUT NOT A6.1 Exterior Details LIMITED TO PLUMBING, ELECTRICAL, VENTILATION, WEATHERPROOFING, INSTALLATION OF PRE - A6.2 Exterior Details MANUFACTURED PRODUCTS AND ALL OTHER ASPECTS OF THE WORK NOT SPECIFICALLY ADDRESSED IN THESE DRAWINGS. CONTRACTOR SHALL UTILIZE CONSTRUCTION TECHNIQUES AND PRACTICES Interior Elevations & Enlarged Plans STANDARD AND ACCEPTABLE TO THE CONSTRUCTION INDUSTRY, FOLLOWING ALL MANUFACTURER'S AND A7.1 Interior Elevations & Enlarged Plans TRADE ASSOCIATION RECOMMENDATIONS. THE ARCHITECT DOES NOT ASSUME LIABILITY OR A7.2 Interior Elevations RESPONSIBILITY FOR METHODS 0 F CONSTRUC RON OR 0 ETAI IS NOT INCLUDE D IN THESE DRAWINGS. THE ARCHITECT ISAVAILABLE TO CONSULT, REVIEW ANDADVISE AS REQUIRED DURINGTHE COURSE OF A7.3 Interior Elevations CONSTRUCTION UPON SIGNED AGREEMENT. Interior Details 5. CONTRACTOR SHALL COORDINATE AND ARRANGE ALL REQUIRED INSPECTIONSWITH LOCAL AUTHORITIES ANDIOR SPECIAL INSPECTION AGENCIES. A8.1 Interior Details 6.ALL DIMENSIONS ARE TO FINISHED FACES UNLESS OTHERWISE NOTED. DIMARCO ARCHITECTURE N Vicinity Map SCALE, 1:1269.04 V& wt Revision Historij a4% Le 4- vvt;+,e SD zn2t2018 permit corrections Asphalt Alley I OIL ;VvTV r--&�=L:30.00' 6i aC b4 M 30' MISTING BUILDING. 519 NIAM STREU A 30 FIRE SEPARATION DISTANCE.'O.O' 30.0' D.04' irg #515 30.0' 0.06- Briok PL* 30.00' SO Bid C rre P2 C.n.rt. W.lk 0 6' Eas firom GrI .100 FUP R;LRl'g LETPAVELPArt J His CCEC'""ce 3VAIR ESIZE MH 71.63 Fl I WATER B 67.5 MAI REET CL 9 a w t 7 1 Eoll DF-UP11111011 OR 0) 0 L.t 2E c1l P 0 0 Z FIRESEPARAVION ilding #f DISTANCE: GO David DiMorco 1319 E flowelt Street Seattle WA 98122 USA 'r'hftect@iclo'd.com 206.355.6195 .ww.dimarcoarchitecture.com 519 Main 519 Main Street Edmonds Washington 98020 Drawings and Specifications as Instruments of service are and shall remain the property of the Architect. They aye not to be used on extension$ of the project, or other projects, except by agreement in wiling and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not b e responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and program in connection with the project. 0 DIMarco Architecture Consistent with ECDC 22 43.050.B.4, the ground fro.,winclows par.flet to �m, street tot line shad be transparent and m.betructed by .10ims, blinds, or other window �erings intended �dcibsru. tho interim from public vlow Imma the sl appral J PrMeo. ehn be -1son-mg in this sitting the . interpreted as =. g or P"' drestateurance of any ntly nonaaftforraing or rouitte is on the e Of the a nian w �f ar r ite ammdib",�q w -1. h -no P 1;xubition is shown on arm r car "truco"' Such building -hiect Of a separate W, t:tomu Lost P,P ED 4S IN Zone -i Coarnerr�A-AFIRL.!�Yv Sella Le Front G Sides r;IW- auired 11 Rear N - Other - E�EjLt ----I I - NEW STOREFRONT 2 NEAWALL-MOUNTE GNI and I 0., �RAjjo-2 EXISTING OR TO BE RE 17 "VCITYCOPY -M-7 RESUE JUL I J 2018 l3UPN,Q,C1EPA,RW IT, . Eir *2 Pro osed Site Ran N LAO.1 A01 scALE..i', =10- 4M ff) - - View from Outdoor Dining View four the Interior EXPOSED SOLID WOOD RAFTERS 5 Consistent with ECDC 22.43.050 B - 4 the ground floor windows Parallel to the str�� lot'line .1mll be taunsparent and unobstructed bY curtains, blinds, or other winclow ooverings intended to Obscure ch. inter or from public vim from the sichowalk. 1 W "Nocesuir ' " . i.,1,P:U. =�A'IvPccv�l Proeas. rball be "Imptausew of any .. pernamtdrug the —aufacro utly onoting ithepi, 0 c, drg or rso�rmittad building, struoto,, u 81 . ran tion whi is outside the soope ofthe ru""'t application, regardle" Of whether such uflabing, stmetum or candition is h.— a the Wel,lan " d"iell. Such houlding, -fructose Or 1. C=Iztly. be the subject of a saparahe ction." AI?PROVEO P Z.S1 2 ,1-- ' APPR D� 1p FIPE NT tAWWON APPROVEE) S NOTr=D -. Dateo-'1-146 WORK- ADDRESISaba �G, OWNER APPROVED DATE: OFFICIAL: BLDG. Fs� PERMIT NUMBER *1k DIMARCO ARCHITECTURE David Marco 1319 E Howell Street Seattle WA 98122 U SA archibectOldoud.corn 206.355.6795 wwwAimarcoorchitettore.corn 519 Main 519 Main Street Ed monds Washington 98020 Drawings and Specifications as instruments of service are and shalt remain the property of the Architect. They are not to be used on ettensions of the project, or other projects, except by agreement in writing and rp propriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for conshuclion means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. Q OlMorco Architecture Permit Set RE19UB JUL 13 2018 BUWDEpMAORTMENT OF Ecr t4crS Perspective Views View from Main Street too king northeast -'�btpll. Eleetric,11 �;;;it from ate Labor & Industries a Obtain B(Aler permitfrof* stt. Lsbor & Industrieft CG AO.2 Printed: 5124/18 0 40 S 5r SSMH Rim 67.12 JE SW 58.87 8' Clo 1.0 IE E 58.97 W CP b Lot 1 E E 6 .04 8" PVC E S 654.94 8" PVC 111M 14,14 . . . ... .. ..... 4 n, Lot 31 �PFo nd MIC, Tack In'L-d. Down 1.25' CB T I GE 65A I B IE N 6Z5B 4� PVC W ' �VPVC E S 62.48 12" PVC BTMW60.90 P 52! 48* WMH? Lot 2 Lot 3 CB e I - T - i GE 69. IE W 633' B" PVC W 6.33 IE N 67-08 4e PVC IE E 66.38 8* PVC- G Aph" .6 1 8 E N 18.41 9" PVC ... . .. . .. . ... ---- - - - - - - - - - - - - - - VI.E W 68.18 81 Pvc TM 66. - - - - - - - - 6.78 Mphdt All.y \ \ -�sD�SD��SD-SD--====SD�SD��-S�D---!D--= A118y I UGP= S 89*58'42" W u M3 _0TV 30.00' Sit. El 7113CM1 -Aplrdt P.rkIng 4i, f� X_"Y7 ?-=f NE q Lot 30 Lot 29 Lot 28 Lot 27 C-4 04 P 0 0 b 0 0 ]Z Building #519 z Building #52.3 FFI 72.19 co FF Al ey 72.16 �6 cd 4.0' OH North 7.0' OH South Building #515 wall 30.0' Is ove Bib . 'Z under Fell Grote 19.8. BrICk Entry B�k En�.y ot 8.2' -0.15' A-d B,Ild[ng #525 BrIck 3.0' C 2 20 .0' 30.00' 2.1 .2 Brick W.11 i P2 E Bldg Cor 0.16. E.et 12 1 CB TWe 1 'P� y CB Type wZ d Lid Gro Concrete Wolk J V Soldli.1d w Solid E 71.92- GE E 7AIr IE N 72.06 4' PVC IE N 70.92 4� PVC_ IIE W 70.31 12' PVC [B DO 3 Hour4 �ln :E E 67.42 12" PVC E S 66.97 12* PVC BTIM 6582 BTM 58.76 RIMM 5..,7W it 0 P�l ; A i N 'M MN' 'a 0, AIVI b r) Fog Line Main Street I SDMH --SD- --SD---SD- - -SD- --SO- M _71.63 FIU.ED ill/ WATER C! BTM 67.53 - - - - - - - - - - - - ----------------- SD- RD se - 420.00'_ 'CoP d (660' Plat) 48" SDIAH =SB N 89-59'OC E 659.64 nd 48' SOMH GE 7Z27 GE 7Z39 Surface Mon GE 69.05 Asphol IE W 66 07 12" PVC OWS W 67.97 W PVC ' Street E N 6g.& 12' PVC E E 68.99 Ir PVC �E W 64.60 112* PVC :E NE 68.62 12 PVC IE SW 68.94 12* PVC E E 64.65 2" PVC E E 66.17 12" PVC BTM 64.29 BTM 62.15 Fog Line ATM 63A7 C I L. - Is, 10 'o 'o t L i MERIDIAN ASSUMED GRAPHIC SCALE -10 0 5 10 20 (IN FEET) 1 inch = 10 ft. LEGAL DESCRIPTION LOT 29, BLOCK D, CITY OF EDMONDS ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. APN: 004342-021-029-00 TREE DESCRIPTIONS D Dociduou� PROPERTY CORNERS Pi Found 3/4" Spike, 0.25' E & 0.78' S P2 Set Tack in Lead w/Tag #30581, 1' Offset South P3 Set Mag Nall w/Tag #30581 P4 Set Rebar w/Cap #30581 SURVEY NOTES INSTRUMENT USED: TRIMBLE S7 EDM METHOD USED: FIELD TRAVERSE APPROXIMATE POINT ACCURACY: ±0.05' SURVEY MEETS OR EXCEEDS STATE STANDARDS PER WAC 332-130-090. MONUMENTS SHOWN HEREON WERE VISITED ON APRIL 2, 2018. THE INFORMATION SHOWN ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE INDICATED DATE AND CAN ONLY BE CONSIDERED AS THE GENERAL EXISTING CONDITION AT THAT TIME. NO EASEMENTS, RESTRICTIONS OR RESERVATION OF RECORD WHICH WOULD BE DISCLOSED BY A TITLE REPORT ARE SHOWN. VERTICAL DATUM - NAVD 88 CONTOUR INTERVAL - 1 FEET BENCH MARK: POINT NAME: V-297: Brass Disk in Conc-Station mark is a benchmark disk at Edmonds. Along 5th St between Main & Bell Streets, set vertically in the West conc. wall of the Edmonds Museam, 0.5' N of the SW corner of the building, 48' E of the C/L of the 5th St & about 2' higher than the ground. Elev. 69.84 RESUB JUL 13 2018 SURVEY IN THE: N.W. 1/4, S.W. 1/4 SEC. 24 TWP. 27N., RGE. 3E., W.M. DRAWN BY; TOPOGRAPHIC SURVEY MM Mike McMurray CHECKED: SHEET 519 Main Street BLE 1 OF Edmonds, WA 98020 PROJECT: 18557 1 EMERALD LAND SURVEYING, INC. DATE: PO BOX 13694 MILL CREEK, WA 98082 PH. (425) 359-7198 _j 5/17/16 Demo Plan: Main Level Ran SCALE:1/4" = T-0" *1k DIMARCO ARCHITECTURE David DiMarco 1319 E Howell street Seattle WA 9 8122 USA archttect@lclo.d... 206.355.6795 www.dinnorcoaardilecture.com 519 Main 519 Main Street Edmonds Washington 98020 Drawings and specifications as instruments of service are and shall remain the property of the Architect. Theg are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The 6 gneral Contractor is responsible for confirming and nelating dimensions at the job site. The Arch itect will not be responsible for construction men ns, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. 0 DiMorco Architecture Permit Set ISSUED: RESUB JUL 13 2018 BUILDING DEPARTMENT CITY OF EDMONDS Demo Main Level Plan A21 Printed: 5/24/18 ro —CW— Cw- - --- - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - REMOVE EXISTING CMU— WALLS. PATCH ADJ, SURFACES AS NECESSARY. EXIST] NGWATER MAIN SERVICE — — — — — — — — — — — I (E) STORAGE A: 1,332.37 sq it REMOVE EXISTING CMU BOILER CHIMNEY FROM LOWER LEVEL SLAB To T, ROOFTOP. PATCH MAIN SS SS LEVEL FLOOR SLAB & ROOF IN KIND EXISTING 6" WCALS.TE LUITE W1 I I N.0 REMAIN --- — — — — — — — i - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING CONCRETE SLAB I FLOOR ON GRAIIE CIUR THOROUFHIY IT SEAL I THROUGHOUT SPACE -T-10" ------------ 10 BE LEFT IN PLACE & DECOM MISSIONED. FRAME N EW U NRATED FLOOR AT MAIN LEVEL TO FILL STAIRWELL - — SS —1111. EXISTING 5" THICK POURED -IN -PLACE CONC WALL, 2-HR RATING PER RIC TABLE 721.1(2). 4.4AJ DIMARCO ARCHITECTURE David DIMorco 1319 E Havvell Street Seattle WA 98122 USA mchilectifidoud.com 206.355.6795 wwwAmuncoatchitectute.com 519 Main 519 Main Street Edmonds Washington 98020 Drawings and Specificafions as instruments of service are and Shall remain the property of the Architect. They an, not to be used on extensions of the Project, or other.pnojects, except by agreement In writing and The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques. sequences, or procedures, or for sofelli precautions and program In connection with the project. 0 DiMarco Architecture Permit Set ISSUED' RESUIS JUL I J 2018 BUILgN CTT GFI) 0 Ep ED AORT M Mr =MT NDS Demo Lower Level Plan Demo Plan: Lower Level Plan 3VLt: IN = 1-1) A2.2 Printed: 5/24M8 519 MAIN STREET DOOR SCHEDULE 24 Me, 13 NO. ROOM REF - PANEL SIZE W of ROUGH OPENING I HE Of I THI&ESS MET I REMARKS HARDWARE TNT RIOR E FINISH EXTERIOR FINISH Du AttEYBACKDOOR T-G-- 1 7-4- 1.314" Steel frame with steel soUldimcore door L,21,c �2 d,2L, win, 1111IC1010.1.10. ".11h L. � Too PTD PLO -- D2 LOWER LEVEL ENTRY DOOR I-M steel [tame with Steel hannewan steel solodmcare doar c an qll'leqd ,an okamS1,L,�21 Idea IBC SEC 111110.1.10. soud,core door. TOD PTO PTO 03,010 INTERIOR DOORS 1-31411 TOD PTD Dil UTILITY ROOF HATCH a. Bitca single Leaf met access hatch Tilpe S-50TB included " 'IN III MI ALU NOR NOTES � Aulanor no 3! WRFx-ler ForeglazAmolsoLd doorssliaol—(meetorex-d Lma[Code uoogo.openi s Exiting Ran: Main Level SCALE:V16"= T-01 P-M Ng 7-4' 16--0" 16--0" 1 161.01, 11 16-41 11 16'.011 (E) EAVE OVERHANG DIMENSION TO REMAIN UNCHANGED MAIN FLOOR CONDITIONED SPACE +/-81-21/4" NEWSTOREFRONT DOORIWINDOWWALL CODE COMPLIANT FIRE NEW PLAN INGAR- A: 2,012.1 sq ft REATEVWD-INTW, 7PP7FNC L'MUNUM D RD M SLAB FLOOR FOR P ANTINGS. —)wa' ALLOLAZINGSHALL BETEMPERED "LE"'M ALARM SYSTEM IS VALUE 0.38 OR BETTER AND SPEC FILL PROVIDE WATER SC IRCE FOR Will DECOMMISSIONED CHIMNEY 1W REQUIRED NIC IRRIGATION On 'SYSTEM. VALUE 0.64 OR BETTER �'IICONC SLAB TO MATCH ADJACENT a -6" TO FACE OF I W- 0 a', 1 2 CLOSET1 MR ROOM MSROOM CLOSET I STOREFRON r2 TO FACE OF CONC 10 011 'LL WALL A: 38.95 sq ft A: 36.86 sq 11 A: 36.84 sci ft A: 38.86 SLI ft BLOCK WALL r, - - - - - - - - TO FACE OF (E) OINSUL C - - - EWHQTWATERON'.'.-.� FURRINGWI -------- INMANDJUNIT R� -NEW FLOOR ASSEMBLY R-15 INSUL r- All KY All COATED US IN SIL OVER EXISTING STAIR MADE & E --:-- -_,, — CONNECTIEDTO(H) ABUTS SIDEWALL J L t 1 � : [- 2 UNUSABLE &TO REMAIN ROOF DRAIN & (1) SERVI X COUNTER NIC A8.1 To —I RESTRO M 2"� TIGHTLINED DRAIN SS SS GREG KYLIGHTABOVE.TY OF12 _4 D_5 zr--- DINING SE VICE COUNTER AREA 3%0,?� �Fl 3'.0- x 7--0- 7�x X r.o. 3, 0', x 7 A, 828 53 sq it STI I A: 2 - - - - - - - !Tk6.2 OUTDO DINING A6.2 72.37 ---------------------- ----------- 4 ------------ -- ------------ T1 3'.r'x 2�7" +3�31- x 2'-7" I ZT--- a�, Vf ---------------- ------------- 4 ----------------- :15 CUBIC YA W-4 -�CU rl�,L-LM�L4 ��DS),�, 711 �1110 Z--a, 'ORS i ------- -L WOR�k -4�,J - - - - - -- - - - - - IWAY 7T- A: 87.6 sq ft 2 2 NEW PIP CONC SLAB FLOOR EXISTING CONCSLAB FLOOR F T F RE NSTALL-N-EW-P-IP -CFHn-LA-8Fff0R WITH SCORL Nb LUNIALAts [WON 0 4- i i EXTINGUISHER 0' (EL 72 OC A W --------- 16 14"12" FROM STOREFRONT WALL OFF DIRECTIONS TO ALIGN ITH 3'.0- x 7'.0" C EXIT[ OORSSRALL BE TOWARDS SOUTH PL. SCORE @ 4' 0 C BOTH DIRECTIONS TO ALIGN WITH I J- . D INTERIOR FLOOR IT i 1 -7 EQUIF TED WITH PANIC 3 HARD VARE COMPLIANT it D-11 CIL OF 5 ACE, -P CL OF SPACE NEW SERVICE ROOF HATCH F- -3 C -& (E)-ROOF- L + J- I - - - - - --- - - - - ----- -11, W1MALL-MOUFTED I)DIDER 0) —2A RAFTE <. IV ";v" a, -(E) J V 4.1 LOPE 114:12 is; RAFT jN) SL li� S acZZ49'441, SERVIC'TUNTERS RIC-1 PATIO EXIT DOCk $HALL BE SLAB EOUIPP I C VALLEY HARDWAj O1PPAlA1T KITCHEN BACK OF HOUSE WITH Ifid I rr lv� A: 269.7 sq ft A: 260.57 sq ft 1 110101.10 ri i KITCHEN PLUMBING FIXTURE r HALLWAY 9 i CALCULATION PER FINAL TENANT --ELE RICALPA"EJLL 1 0" (EL 7 a, �EL 72.19) IMPROVEMENT, UNDER SEPARATE L I :�? - & M ABOVE PERMIT 7 R_ 3 —INSUR WAULTO E- EXIT ON SE I E COUNTER NIC— BASEIjE 1 1.1111DER *.I� SE VICE COU NT. 3--'0' x 11 .212.17 ---------- E S --- L RVI T IRE 3 LIASINT �83 Na 'E NGUISHER A 2 ------------------ -------------- 2 FURRIN IN SIL COLUMN W/ F.2 R-15 INSUL 6 r F6-1 a4 1 1 A IDEWALL- -L I yn 1NqIII TO FACE OF (E) CONIC WALL ;114 771 STAIR ENCLOSURE RATED TO 2-HR FOR L 5114 140'-5" PIP CONC SL . AB ON GRADE -/-47'-7" PIP 4" CONIC SLAB FLOOR Of BASEMENT SEPARATION BTWN A-2 & S-1 (7'� Main Level Ptan �PLAN NOTES 1. ALL SPACES THIS LEVEL ARE OCCUPANCY GROUP A-2 2. SPACES TO BE HEATED AND VENTILATED VIA HEW ROOFTOP HVAC SYSTEM V�A� DIMARCO ARCHITECTURE Do"Id DyMorco 1319 E H"Wel Street Seattle WA 98122 USA a rchftecl@icto'd.com 206.355.6795 www.dimarcoarchitecture.com 519 Main 519 Main Street Edmonds Washington 98020 Drawings and Specifications as instruments ofservice are and shall remain thepropuly oftheArchftecL They are not to be used an extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction ancons,methruds. techniques, sequences, or procedures far safety precautions and programs in commec&0with the project. 0 Unlace Architecture Revision Historg, /i\ 7112J2018 permit corrections Permit Set ISSUED: RESUB JUL 13 2018 B%F�"alpg.RT Main Levet Plan NA SCALE: 1W = T-O" �d IT-41"" —CW—CW VI EXIST1115 WATER MAIN SE VICITO REMAIN. APPROK LENGTITO CONNECTION 0 STREET.'80'-O" SIZE: 2" DIAMETER MAft' GALVANIZED 5 PON. A6.2 CLOFSPACE A &(E)ROOF V 2 A4.1 RAFTERS RM 5 CRE ON 1.1.TITTo Co INS '�—'WSLMI too 1 LPIF 9 BNED I CLEAN THOROUGHLY & SEM I I THROUGHOUTSPACE I I 4-- 1-- (E) STORAGE A: 1,332.37 sq it I I NEW HANDRA 014)1.5"01 'L12"'HiCS1 A. C.HT. Pro SIEE 11 HANDRA L EXTENDS 1 TREAD 5 1 LE N GTH IALT BOTTOM & U P To EXTERIOR WALL 2 ...... RM I PLACE (E) POOR WITH CIA BLOCK XILLWALL FOR 1- OR FIRE RATING NG 61 4ST HION SEWER EW I I t X I P N R EMAI N. rAIRL(C( LENGTH ; , Y.�40 NECTION A ' 4 �0. EXTIOU&STOWRER LINE A UT To . IN CLEA � RE tMAIR LLL— STORAGE OCCL—OAD.4.44 Exitin Plan: Lower Level SCALE:V16"= 11-01' —EXISTING CONCRETE STAIR TO BE LEFT IN PLACE& DECOMMISSIONED. FRAME NEW UNRATED FLOOR AT MAIN LEVEL TO FILL STAIRWELL SS SS SS —110- HEW HOT WATER —1 Im, �' I MILK HEATER TO REPLACE POURED -IN -PLACE CON C EXISTING WALL, 2-HR RATING PER IBC TABLE 7211(2) 4 411 — — — — — — — — — — EXISTING POURED-IN-P E CONIC STAIR ABOVE, MIN THICKNESS 5", 2-HR RATING 5 PER I BC TABLE 721.1(2), X6 2— 4.4.1.1 FIRE 2 EXTINGUISHER — — — — — — — — — — — — — — — — — - DIMARCO ARCHITECTURE David DIMmco 1319 E Nowell Street Seattle WA 98122 USA "chitat@icloud.com 206.355.6795 v—dimarcoarchitecture.corn 519 Main 519 Main Street Edmonds Washington 98020 Draveings and Specifications as instruments ofservice ore and shoU. remain the property of the Architect. They or' 'or to be used an extensions of the project, an the grojects, except by agreement In mining and oppra afte compensation to the Architect. The General Contractor is responsible for rearming and correlating dimensions at the job site. The Architect Will not be responsible for construction means, methods, techniques, sequences, or procedures, or far safety precautions and programs in connection with the project. 0 DiMorco Architecture Revision Historti Z�s 7112/2018 permit corrections Permit Set ISSUED: RESUB JUL I J 2018 Es'1'�-D"'.G,D.E.P4.QTAA E . T Lower Level Plan Lower Level Plan SCALE: 1/4" = T-O" VIAMAWMA0091= �EMIA DIMARCO ARCHITECTURE David DiMa,ca 1319 E Howell street Seattle VIA 98122 USA architecl@cLoad.o.. 206.355. 6795 wwocifinnarcoorchibecture.com 519 Main 519 Main Street Edmonds Washington 98020 Dranxings and Specifications as instruments ofsefvice are and shall remain the property ofthe Architect. They are not to be used on extensions ofthe project, or other projects, except by agreement In writing and appropriate compensorion to the Architect. The General Contractor Is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in correction with the project, 0 DiMarco Architecture �Iu_ M NEW ROOF DRAIN TAPER NEW ROOF RIGID INSULATION TO CREATE A MIN. UT12" POSITIVE SUD—P—Ell —ROOF DRAIN. � INSTALL NEW ROOF DRAIN OUTLET TO NEW 5" DIA. DOWNSPOUT TIGHTLINED TO (E) DS OUTLET IN PAVEMENT BELOW VELUX MODEL #FCMD-3434-0-0-06. DOUBLE- NEW EXHAUST UNIT 313' 131,1', U4,41, 111C=1A SET 11 hl 1lTE,1RAM11 CUR .. UR� GLAZED, LAMINATED CLEAR GRASSI E all. 5ERVING C9301 1, MS ROOM, MR 4' '"T". , to F 2 ROOM & UTILITY CLOSETI EXTEND IQ PARAPET PER 2/A4.1 31 11V4" _11 1". VAIU-GREEN ROOF DOWNISLAST - 1 3 91 � ll EXHAUST DIRECT DRIVE MODEL #D-V60 UNIT ON SITE BUILT CURB. I I IU— I 1 —411 I F -L 1 I+= I I =F= — — — -J 4- 2" SUPPLY 7— 15 ITTC _L LL IT 7 IT 7 71 — — — RETURN— 'I ii — - �::g R r 6 I =A141 � I �= — �1� -5.- I (E) DECK SLOPE 1/412 ICOMII�RM 4 ON SI�4o 4l!= INS LL INCREASE SLOPE Wl LATUHI CL OF SPACE --- — — — — — — — — — — — — — 715 49-scift I _21 -4 — — — — — — -- - & (E) ROOF V 2 A4.1 RAFTERS aw— -- — — — — — — T NEW ROOFING MEMBRANE INSTALL NEW ROOF DECKING& RIGID — — — — INSULATIIOHO/(QT&GlXDECKIN . it I NSIALL NEW TPO 30-YEAR ROOFING 1 IL T T —(E) DECK SLOPE 1/412 (CONFIRM ON SITE) SYSTEMOVER ENTIRE ROOFING INCREASE SLOPE All INSULATION SURFACE. SPEC TOD. WHERE NECESSARY 41 I F[F FF FLF= Permit Set FIr =41 ISSUED: 'fill NEW HVAC UNIT MAINTENANCE ROOF HATCH INANE MODEL #YSC060ED 5-TOR ILCO SINGLE LEAF ROOF ACCESS REsus ROOF GASIELECRRIC HVAC UNIT ON MANUF IIATCH TYPE S-50TB @ ROOF PLANE A: 2,827.44 sci it EXTEND (E) PARAPET PER ?JAL1 PEDESTAL FEET. ALACO MODEL 560 FIXED WALL LADDER JUL 13 2018 NEWSMIGHT @ ADJACENT INTERIOR WALL BELOW VELLI MODEL #FCMD-2270-0-0-06, DOUBLE -GLAZED, LAMINATED CLEAR GLASS, OUTSIDE CURB BILCO LADDER UP SAFETY POST TYPE B 26.5 X 74.5l 11449, SET ON 2x6 SITE -FRAMED CURBS, SHGC=0.27, TYPICAL OF 10 -4 @ TOP OF LADDER LU Ir 1/15'-5" (NI ROOF MEMBRANE 001 ROOF ASSEMBLY Roof Level Plan Roof Level Nan (71� SCALE: 1/4" = 1'41 IQ7 — A2.5 Printed: 5124M8 V-2 _A4.1 Main Levet Furni SCALE: 1/4" 7 1'-0" Pion 44 2 -V A4.1 *'k IDIMARCO ARCHITECTURE David DiMarco 1319 E Howell. Street Seattle WA 98122 USA architKt@ictoud.com 206.355.6795 wwwAimarc2achitacture.com 519 Main 519 Main Street Edmonds Washington 98020 Drawings and Specificaboons as instruments of service are and shaft remain th a property of the Architect They are not to be used an extensions of the project. or Other projects, except by agreement in writing and appropriate compensation to the Aichilect. The General Conbactor is responsible for coolinning and correlating dimensions at the job site. The Architect wilt not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. 0 Marco Architecture Permit Set ISSUED: UF'q U B JUL I J 2018 Main Level Furnishings Plan A2.6 Printed: 5/24118 �3 North Elevation — Alleg Facade SCALE:318" = T-O" North Bevation - Furring Strip Diagram SCALE:318" = T-O" X-5111 1 J T -5 1 J I.b "I 1 11 -5 " J r 11 -511, 1 3 _b", J, 11 X-5" 11 _y" 31 South Elevation — Storefront Facade SCALEAM" = T-01 (T) Sou h Elevation — Street Facade � A31 / SCALE: 3/8' = T-O" *1k DIMARCO ARCHITECTURE David Norco 1319 E Howell Street Seattle WA 98122 USA archit"LOICIO'd.com 206.355.6795 wwwAnnarcoarchitecture.corn 519 Main 519 Main Street Edmonds Washington 98020 Drawings and Specifications as instruments ofservice are and shall remain the property of the Architect. Th eU a re not to be used on extensions of the project, or oth" ;ojects, except by agreement in writing and appropum e compensation to the Architect. The General. Contractor Is responsible for confirming a nd correlating dimensions at the job site. The Architect wift not be respansigne, for construction means. methods, techniques, sequences, or procedures. or for safeig precautions and programs In connection with the project. 0 Marco Architecture Revision Histor_4 /i\ 71120111 permit corrections Permit Set SUED: RESUB JUL I J 2018 North & South Elevations �IA31 1)(Inted: 7112118 NEW "VAC UNIT TRANE MODEL #YSCO60ED 5-TON GASIELECTRIC HVAC UNIT ON MANUF NEWSKYLIGHT PEDESTAL FEET. E L INATED CLEAR GLASS, INSIDE CURB 17.5" X 72". ITE-FRAMED CURBS, SHGC=0.27, TYPICAL OF 10 ROOF ASSEMBLY "SINGLE NEW NEW MEMBRANE ROOFING 0/ EXTEND(E)PARAPETTOMIN30 ABOVENEW ABOVE :NE - Wy P ROOF =MEMBRANE. TYP ALONG ENTIRE LENGTHS E. =WE.ST Evil NEW R-38 RIGID CONTINUOUS INSULATION 0/ R im"it" ", , , FELT Of ASE OF & EAST WALLS ROOFING EW TUG PLYWOOD DECK 0/ EXISTING ROOF DECK 113'.0" F— 7-1 0—a Lila R w=1=[==' '13'.0" 2 Roof Levet Plan I It 411.... I l�� 11 11 11 11 11 11 1 11 lip 141 411 lip 11 11111�zll It 11 11 111111v — 2 Roof Level Plan 4EW STOREFRONT DOORMINDOW WAL�L LUMINU A DOORIWIN DOW WALL SYSTEM VUB VALLULEG=LAZI HIS SHALL B E T EMPER ED 0. 38 OR BETIER AND SHGC VALUE = 0.64 OR BETTER 1 Main Level Plan (-1 '� Cross Section lookinq_�_ � �4.1 ) SCALE: Vul" = T-O" Long SCALE: 1/4" = T-O" *1k DIMARCO ARCHITECTURE David DiMa 1319 E Honvoll Street Seattle INA 98122 USA curchlbect@Ictou'd.com 206.355.6795 www.dimarcoarchitecture.com 519 Main 519 Main Street Edmonds Washington 98020 Drowingsand Specificationsusinstruments ofservice are and shot[ remain the propery of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in wiling and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. be Architect ivii. not be responsible for construction means, methods, techniques, sequences. or procedures, or for safety precautions and programs in connection vifth the protect. 0 Dal Architecture Revision Historg A� 711212018 permit corrections Permit Set WED: R ES U R JUL I J 2018 "UMMEN"T Sections A41 Printed: 71018 ELECTRICAL SYMBOLS * downright surface mounted track righting single dimmer * wallwasher floor duplex receptacle Single pole switch * focusing accent floor embedded wash light ;ts- occupancy sensor switch solace mounted ceiling right )- 3-way single pole in-cotalnet light # 4-plex grounded receptacle )U- 3-way dimmer A lowyonage landscape Ught duplex grounded receptacle (� exhaustion with CFM rating RG6 co-axicat Go surface mounted wall light hard-wfired smoke cletectorlatorm central vacuum outlet 220 amp receptacle continuous p[ugmo[d drcuitwiring hard -wired carbon monoxide alarm SErWETLOC RECER P r- - - - - - - - - VERILY11NAtIFLODIR IF- -7- RE&CEPTACLE LOCATION ONI SITE WICASEWORK IF1 T I/-- 4 [r IL CL OF SPACE . . . . . . ... . . L & (E) ROOF RAFTERS ' IL L - Ir-A. -I IL \ \ D) MAIN FLOOR CONDITIONED SPACE A: 2,0121 sci ft 4'.0" 4'-0" 1 4'-0" 4'-0" t 4-4' 8.41 4'.0" FLOO CLOSET1 CENT MR ROOM MS ROOM rIENTERJ-BOX CLOSET 2 ERLAVAT E K_� I J_BOX WITHI A: 38.95 sci ft OVER LAVAT A: 36.86 sq ft A: 36.84 sci ft A: 38.86 sq ft NG BE( T-6"AFF AFF I T_ EO ED ;7" to Ed /-.E NITARY _'777 SEW R LINE SS — --L j SS I- AT - — / — _/ \_ I — 1 7- -�Vm SS At SI DUCT SERVICE LUYNTI N !AREA DINING I I (D L OUTD A:V8.6 "Sq t I —I, A q=fL= =J= 4-- ROOF MOUNTED EXHAUST UNIT FOR I :16UWSIJRn1CT: ---- T -- ------ It LOSET 1, MS ROOM, MR ROOM It —V UTILITY CLOSET TIJUEY]FBALFM I ECfPIACLE LOCATION 0 a, IT&EMER ENCY-LIGHT COMPUANTWITH 20151wC -bEC100 or;fi= — — — — — _T I =4 -A- IXIT MERGTNCY IS 7- -A — LUMP I a + I — - - - - - -- 4 V t 10 CL OF SPACE -5 00121 3 _J L_ f(E) COO F �T— _T — — — — RAFTERS I ROOF MOUNTED LL — — I I . — _P ff flVACITRITTARVE L J �11 91- c= Y' =� — MCKDFAQUE '/E I! ------- 41-- __4 -- -------- -- --------- ------------------- 4- A: 269.7 sill it A: 260.57 scil ft ------------ ------ - I ROUGH -IN POWER FOR POWER FOR FUTURE SIGNAGE, VERIFY AMP RETRACTABLE I REOMT ON SITE SECURITY GATE .7 [T 7. --l. LL A- -I rT :LL ------- - t �ElfaldtALPANEL ==F =-AFMASTABOVE --iNSULWiLLTOR-10 F I __L I -A- MIT FBiJM BASEMENT ;zz=_ -==F <11116WERR .TRICAL NOTES LL PROJECT ELECTRICAL WORK SHALL BE DONE UNDER A SEPARATE ELECTRICAL PERMIT. It ELECTRICAL WORK SHOWN HERE ADDRESSES CODE COMPLIANCE WITHIN THE 2015 HIC AND DOES NOT REPRESENT ALL RELATED WORK TO COMPLY WITH OTHER APPLICABLE CODES. IXTURES, RECEPTACLES AND ALL OTHER ELEMENTS SHOWN HERE ADDRESS SPECIFIC OWNER PROGRAMMATIC NEEDS AND 00 NOT REPRESENT ALL ELEMENTS NECESSARY FOR COMPLETE CODE COMPLIANCE. LL CEILI" CONDUIT RUNS SHALL BE INSTALLED ABOVE THE EXISTING ROOF DECK. FIXITRE SCH EDULE FIXTURE QUANTITY & LOCATION DESCRIPTION A 28, OUTDOOR Of NING, DINING, SERVICE COUNTER AREA Progress Lighting Mid -Century Modern Mini -Pendant Light White Opal Globe #Pl033874 with Elko LED 11-waft bulb - 120vott - A19 (E26 base) - 3,OOOK - Dimmable - 1,100 lumens 1 4, OUTDOOR DINING Tech Lighting ISO Head Spotlight #700-MPISO-835018W-LED, white finish, mompoint, 18" downrod, *-wall (90 CRI), 3,OOOK, 50-degree beam spread C 12 KITCHEN Nuvo Lighting Bom Light Pendant White 16-inch Wide 01175270 with Elko LED 11-watt Into - 120volt - A19 (E26 base) - 3,OOOK - Dimmable - 1,100 lumens 0 10: CLOSET 1, CLOSET 2, LOWER LEVEL STORAGE George Kovacs 8-inch Option, 17-watt, 1,236 lumens, 120 volt. 3,OOOK 1 2 MR ROOM, NIS ROOM dweLED Slim Nightstick LED Both Bar #WACP201518, aluminum finish, 37-inches, Dimmable w/ELV dinmer, 33-watt, 120 volt, 3,OOOK, 2,585 lumens 1 3: EXTERIOR ALLEY WALL, LOWER LEVEL STAIR George Kovacs Angle Outdoor LED Watt Sconce 01259-566-1., finish sand silver, 10-wott, 1,200 Writers, 3,OOOK G 7, EXTERIOR STREET FACADE American Ughting Hybrid 2 Tape LED Rope Kit #AMLP-153556, 3-foot, 9-waft, 435 [umens, 2,70OK DIMARCO ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 USA architecl15xcloud.com 206.355.6795 wwwAlmorcoarchlecture.com 519 Main 519 Main Street Edmonds Washington 98020 Drawings and Specification; as Instruments of service are Ut4and shalt remain the property of the Architect. are not to be used an extensions of the project, or other projects, except by agreement in writIng and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect win not be responsible for construction means. methods, techniques, sequences, or procedures. or for safety precautions and programs In connection with the project. 0 DIMarco Architecture Permit Set R E'9 U F, JUL 13 2018 Illftll,113,0r F&PAHT .gME11T Main Fichor RCP Main Level RCP (::A�5.11 SCALEAW = 1�011 G A51 Printed: 5/24/18 � ELECTRICAL SYMBOLS 0 downlight 0 waltwasher @ focusing accent surface mounted ceiling right In -cabinet light A tow voltage landscape light R66 co-ax/cat Ed central vacuum outlet continuous phigniold Lower Level RCP SCALE: 1/4" = 11-011 — — surface mounted track lighting F(E)] floor duplex receptacle a floor embedded wash light # 4-ptex grounded receptacte duplex grounded receptacle surface mounted wall light 220 amp receptacle Circuit wiring A) _r single dim mer �t- single pole switch �r occupancy sensor switch )i— 3-way single pole 3-way dimmer exhoustfan with CFM rating hard -Wired smoke detector/atorm Ghard -wired carbon monoxide alarm CVV (�D) F) T' T_ LECTRICAL NOTES ALL PROJECT ELECTRICAL WORK SHALL BE DONE UNDER A SEPARATE ELECTRICAL PERMIT. ALL ELECTRICAL WORK SHOWN HERE ADDRESSES 11 1E COMPLIANCE WITHIN THE 1111 RIC All DIES 11 RIPR E111T ALL WORK TO COMPLY WITH III E R APPLICABLE CODES. 1. FIXTURES, RECEPTACLES AND ALL OTHER ELEMENTS SHOWN HERE ADDRESS SPECIFIC OWNER PROGRAMMATIC NEEDS AND 00 NOT REPRESENT ALL ELEMENTS NECESSARY FOR COMPLETE CODE COMPLIANCE. :IXTURESCHEDULE :IXTURE QUANTITY & LOCATION DESCRIPTION 1 28. OUTDOOR DINING, DINING, SERVICE CO UNTER AREA Progress Lighting Mid -Century Modern Mini -Pendant Light White Opal Globe 01033874 with Elko LED 11-watt bulb - 120volt - A19 (E26 base) - 3,OOOK - Dimmable - 1,100 humens 1 4, OUTDOOR DINING Tech Lighting ISO Head Spotlight #700-MPISO-835018W-[ED, white finish, monopoint, 18" downrod, 16-watt (90 CRI), 3,OOOK, SO -degree beam spread 12, KITCHEN Novo righting Barn Light Pendant White 16-Inch Wide #P1175270 with Elko LED 11-watt bulb -120voU -A19 (E26 base) - 3,OOOK- Dimmable -1,100 bumens 1 10, CLOSET1, CLOSET 2, LOWER LEVEL STORAGE George Kovacs 8-Inch Option, 17-watt, 1,236 lumens, 120 voll, 3,OOOK 2, MR ROOM, MS ROOM dweLED Slim Nightstick LED Bath Bar #WACP201518, aluminum finish, 37-Inches, Dimmable w1E[V dimmer, 33-watt, 120 voit, 3,OOOK, 2,585 bumens 3, EXTERIOR ALLEY WALL, LOWER LEVEL STAIR George Kovacs Ang le Outdoor LED Wait Sconce #M259-566-L, finish sand sliver, 10-watt, 1,200 turners, 3,OOOK 7, EXTERIOR STREET FACADE American Lighting Hybrid 2 Tape LED Rope Kit IAMLP-153556, 3-foot, 9-watt, 435 lumens, 2,70OK _SS _1111� V\IAN DIMARCO ARCHITECTURE David DxMaoco 1319 E Howell Street Seance WA 98122 USA archilect@ictoud.com 206.355.6795 wwwAimarcoarchitixture.cona 519 Main 519 Main Street Edmonds Washington 98020 Drawings and Specifications as instruments of service are and shait remain the property of the Architect, They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. Re General Contractor is responsible lor confirming and conretating dimensions at the job site. The Architect wRL not be responstite for construction means, methods. techniques, sequences, or procedures. or for safey precautions and programs in connection with the project. 0 DIMarco Architecture Permit Set SUED: RE'9 U B _ILJL I J 2018 BUILDING DEPARTMEN't CITY Cup MMIO14DS Lower Roor RCP A5.2 Printed: 5/2418 (E) ROOF JO IST @ MS R@W & MR ROOM S LIGHTS 0 1V Im DOUBLE -GLAZED, LAMINATED CLEAR GLASS, OUTSIDE CURB 31 38.5". 0=0.49, SHGC=0.27, SET ON 2x6 SITE -FRAMED CU RBS 26 GA ALUM FLASHING WIDRIP EDGE OVER VAPRO SELF-ADHESIVE 55-FLASHING & VAPRO LIQUID FLASH RIPPED 2x CURB WITH 112" PLYWOOD INTERIOR & EXTERIOR SIDES WITH R-13 BAT[ INSULATION, TYP SKYLIGHT 4 SIDES SINGLE MEMBRANE ROOFING LAPPED OVER CONT. CANT STRIP & UP TO TOP OF CURB 3/4" T&G PLYWOOD DECKING FASTENED THROUGH INSULATION TO CAR DECKING WINON-CORROSIVE WOODSCRIEWS R-38 7" THICK RIGID INSULATION W/ STAGGERED SEAMS 2XIS SIN DIG CAR DECKING CUT 112" BACK FROM 2x8 ROOF RAFTER TO CREATE SKYLIGHT OPENING (E) 2xEl ROOF RAFTERS, TYP (Ei 2xB ROOF RAFTER CENTERED ON MS ROOM & MR ROOM SKYLIGHTS ONLY DOUBLE -GLAZED, LAMINATED CLEAR GLASS, OUTSIDE CURB 38.5" X 38.5". U=0.49, SHGC=0.27, SET ON 2x6 SITE -FRAMED CURBS 26 GAALUM FLASH [ING W/DRIP EDGE OVER VAPRO SELF-ADII ESIVE SS-FLASHIRG & VAPRO LIDO ID FLASH RIPPED 2x CURB WITH 112" PLYWOOD INTERIOR & EXTERIOR SIDES WITH R-13 BAIT INSULATION, TYP SKYLIGHT 4 SIDES SINGLE MEMBRANE ROOFING LAPPED OVER CONIT. CANT STRIP A UP TO TOP OF CURB 3/4" T&G PLYWOOD DECKING FASTENED THROUGH INSULATION TO CAR DECKING WINON-CORROSIVE WOOD SCREWS R-38 7" THICK RIGID INSULATION YIN STAGGERED SEAMS TYP INTERIOR CONDITIONED SPACE EXISTINGPIPCONCWALL_ CSI EXISTING PIP CON LAB FLOOR 2 ALLEY WALL @ BASE SKYLIGHT CURB, TYP (3: SKYLIGHT NORTH &SOUTH CURBS, TYP. SCALE: 1 lff'= 1�0" SCALE: I 112"= T-13" SCALE:11/2"= T-O" 0 PATIO EDGE SCALE: 1 112"= T-O" 1x4PTD CEDAR FURRING STRIPS FASTENED TO (E) CONC WALL EVERY 16" OC VERT. EXISTING PID 8" CONCRETE CMU BLOCK WALL TO REMAIN UNCHANGED VAPRO SHIELD WRAP SHIELD SA SELF-ADHERRING INTERIOR VAPOR BARRIER LAPS UNDER WINDOW FLASHING CONDITIONED SPACE R-10 2" THICK RIGID INSULATION 7116" PTD HARDI-REVEAL SIDING 4"x4" PC STL ANGLE CUSTOM WINDOW FRAME, PT BLOCKING SCOPE ALONG UNDERSIDE FOR DRIP LINE lx Pro HARDWOOD SILL VAPRO SHIELD WINDOW OPENING SYSTEM (36: ALLEY WALL@ WINDOW HEAD SCALE:1112"= T.O" '_�EXISTING CONC SIDE WALL CA" PC STLANGLE CUSTOM WINDOW FRAME —7116" PTD HARDI-REVEAL SIDING R-10 2" THICK RIGID INSULATION k IX4 FURRING STRIPS FASTENED TO (E) CONIC WALL EVERY 16" OC HORIZ. INTERIOR cd-N—DmoNED VAPRO SHIELD WRAP SHIELD SASELF-ADHERRING TRA—CE VAPOR BARRIER LAPS ONTO END OF CONIC SIDE WALL Ell EXISTING PTO 8" CONCRETE CMU BLOCK WALL TO REMAIN UNCHANGED (_ —7 ALLEY WALL NW & NE CORNERS SCALE:11/2"= TmO" 2x6 STN T&G CAR DECKING 2x BLOCKING @ EA ROOF RAFTER BAY EXISTING 2x8 OUTRIGGERS 2x BLOCKING @ EA ROOF RAFTER BAY W1 R-10 RIGID INSULATION BEHIND WALL ASSEMBLY, SEE 31A7.1 INTERIOR CONDITIONED SPACE Ix PID HARDWOOD SILL ULTIMATE AWNING WINDOW UNIT CONT. 2x4 WICANT STRIP RIDGE END BOARD ALONG ENTIRE SOUTH END OF ROOF 16 OUNCE (24 GA) CONT. COPPER DRIP__--� EDGE LAPPED ON FACE OF FASCIA TRIM BOARD & OVER ROOFING MEMBRANE KL 514x12 PTD CLEAR CEDAR FASCIA BOARD RIPPED CONT. 2x NAILER ALONG ENTIRE SOUTH END OF ROOF 16 OUNCE (24 GA) COPPER END CAPS FOR ---- EACH SISTERED OUTRIGGER PAIR FASTENED WICONSTRUCTION ADHESIVE 6 , ROOF RIDGE FASCIA ��i SCALE:1112"= T-O" 7116" PTD HARDI-REVEAL SIDING R-10 2" THICK RIGID INSULATION —1x4 Pro CEDAR FURRING STRIPS FASTENED TO (E) CONIC WALL PAIRED @ EA VERT GAP, SEE ELEVATION FOR LAYOUT �—VAPRO SHIELD WRAP SHIELD SA SELF-ADH ERRING VAPOR BARRIER LAPS UNDER WINDOW FLASHING EXISTING PTD 8" CONCRETE CMU BLOCK WALL TO REMAIN UNCHANGED 1x4 FURRING STRIPS FASTENED TO (E) CONC WALL EVERY 16" OC HORIZ. EXISTING PTO B" CONCRETE CMU BLOCK WALL TO REMAIN UNCHANGED VAPRO SHIELD WRAP SHIELD SA SELF-ADHERRING VAPOR BARRIER LAPS ONTO PIP CONC WALL BELOW R-10 2"THICK RIGID INSULATION 7116" PTD HARDI-REVEAL SIDING 41"xil" PC STL ANGLE CUSTOM WINDOW FRAME, SCOPE ALONG UNDERSIDE FOR DRIP LINE EXISTING PAVING MARVIN ULTIMATE AWNING WINDOW UNIT MARVIN ULTIMATE AWNING WINDOW UNIT VAPRO SHIELD WINDOW OPENING SMEM VAPRO SELF-ADHESIVE SS -FLASHING lx PTID HARDWOOD SIL VAPID SHIELD WINDOW OPENING SYSTEM VAPRO LIQUID FLASH PT BLOCKING VAPRO LIQUID FLASH 4"x4" PC STIL ANGLE CUSTOM WINDOW FRAME, 4"A" PC STLANGLE CUSTOM WINDOW FRAME SCOPE ALONG UNDERSIDE FOR DRIP LINE 7/16" PTO HARDI-REVEAL 716" PTD NARDI-REVEAL SIDING SIDING INTERIOR INTERIOR CONDITIONED SPACE R-10 2" THICK RIGID CONDITIONED �PACE R-10 2" THICK RIGID INSULATION INSULATION VAPRO SHIELD WRAP SHIELD SA SELF-ADHERRING VAPOR BARRIER LAPS UNDER WINDOW FLASHING VAPOR BARRIER LAPS UNDER WINDOW FLASHING EXISTING PTD 8" CONCRETE CIVIL BLOCK EXISTING Pro 8" CONCRETE CMU BLOCK WALL TO REMAIN UNCHANGED WALL TO REMAIN UNCHANGED 1x PTD HARDWOOD SILL___� 1x4 PTD CEDAR FURRING STRIPS FASTENED lx4 PTO CEDAR FURRING STRIPS FASTENED TO (E) CONC WALL EVERY 16" OC VERT. TO (E) CONC WALL EVERY 16' OC HORIZ. ALLEY WALL @ WINDOW JAMB ALLEY WALL@ WINDOWSILL SCALE: 1112"= V-D" SCALE: 1 112"= T-O" SINGLE MEMBRANE ROO FING LAPPED OVER RIDGE END BOARD 3/4'T&G PLYWOOD DECKING FASTENED THROUGH INSULATION TO CAR DECKING W/ NON -CORROSIVE WOOD SCREWS R3S 7" THICK RIGI D INSULATION W/ STAGGERED SEAMS 2x6STN T&G CAR DECKING SISIERED 2x8 OUTRIGGERS, SEE S-SHEITS FOR MORE INFO SINGLE MEMBRANEROOFING LAPPED OVER END BOARD 3/4" T&G PLYWOOD DECKING FASTENED THROUGH INSULATION TO CAR DECKING W/ NON -CORROSIVE WOOD SCREWS ADDITIONAL RIGID INSULATION TO CREATE DRAINAGE CRICKET IN NORTHEAST ROOF AREA R-38 7" THICK RIGID INSULATION W1 STAGGERED SEAMS EXISTING 2x6 STH T&G CAR DECKING EXISTING 2x8 OUTRIGGERS CONT. 2X4 WICANT STRIP END BOARD ALONG ENTIRE NORTH END OF ROOF 16 OUNCE (24 GA) CONT. COPPER DRIP EDGE LAPPED ON FACE OF FASCIA TRIM BOARD & OVER ROOFING MEMBRANE ADDITIONAL 514x PTD CLEAR CEDAR FASCIA BOARD AT CRICKET AREA WHERE NECESSARY ADDITIONAL 2*4 NAILER RIPPED TO FOLLOW CRICKET SLOPE 51412 PTD CLEAR CEDAR FASCIA BOARD R UPPED CONT. 2x NAI LIER ALONG E NTI RE SOUTH END OF ROOF 16 OUNCE (24 GA) COPPER END CAPS FOR EACH OUTRIGGER FASTENED W/ CONSTRUCTION ADHESIVE NORTH ROOF EAVE SCALE: 1 112'� T-O" RATS EAM � --n—U-1— SINGLE MEMBRANE ROOFING LAPPED @ LIPE B OVER RIDGE END BOARD OVER RIDGE END BOARD 3/4" TIG PLYWOOD DECKING FASTENED THROUGH INSULATION TO CAR DECKING W/ NON -CORROSIVE WOOD SCREWS R-38 7" THICK RIGID INSULATION W1 STAGGERED SEAMS F2x6 STNI 36 CAR DECKING 2x8 ROOF RAFTERS, SEE S-SHEETS FOR MOREINFO CONT. BEAM NAILER, SEE S-SHEETS FOR MOREINFO MOMENT BEAM, SEE S-SHEETS FOR MORE INFO NEW 2x8 ROOF RAFTERS TRIMMED TO CIL OF BEAM @ LINE B, SEE S-SHEETS FOR MORE INFO ALLEY WALL BLOCKING ALLEY WALL VERT& HORIZ GAP, TYP BEAM @ LINE A BEAM @ LINE B MOMENT SCALE: 1 1/2'= T-O" SCALE: 1 112"= V-1)" SCALE: 1 W2"= 14" SCALE: 1 1/2"= T-O' 3/4" T&G PLYWOOD DECKING FASTENED THROUGH INSULATION TO CAR DECKING W/ NON -CORROSIVE WOOD SCREWS R-38 7" THICK RIGID INSULATION W/ STAGGERED SEAMS FULLY-ADHERRED AIR CONTROL MEMBRANE O/2x6 STIN T&G CAR DECKING EXISTING 2xB ROOF RAFTERS TRIMMED TO CL OF BEAM @ LINE B, SEE S-SHEETS FOR MORE INFO COUNT. BEAM NAILER, SEE S-SHEETS FOR MORE INFO EXISTING BEAM RAISED TO NEW ELEVATION, SEE S-SHEETS FOR MORE INFO (N DIMARCO ARCHITECTURE David DINfirroo 1 319 E Howell Street Seattle WA 98122 USA orchitect@ictoud.com 206.355.6795 www.dimarcoarchitecWre.com 519 Main 519 Main Street Edmonds Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. Their are not to be used an extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confinning and correlating dimensions at the job site. The Architect will not be responsible for construction 0 DIMorco Architecture Permit Set WED: RESUR JUL 13 2018 BUPNO(3 D P TM Try F E!i,4R 0,40r Exterior Details A6.1 Pr[nted: 5/24118 V`1_11' DIMARCO ARCHITECTURE David Of Marco ,319 E HweitStreet Seattle WA 98122 USA archhect@IcLoud.com 206.355.6795 wwwAinnorcoo Ifflecture.corn 519 Main 519 Main Street Edmonds Washington 98020 Drawings and Spedfications; as Instruments ofservice are and sholl remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. the Generot Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction mean s , methods, techniques, sequences, w procedures, or for safety precautions and programs in correction with the project. 0 DIMmco Architecture NEW lx4l FURRING STRIPS FASTENED TO (E) CONC WALL __-�NEW lx4 FURRING STRIPS FASTENED TO (E) CONC WALL EVERY 16" OC HORIZ. 0 EVERY 16" OC HORIZ. TEUSED _2XR00F CARDECKING z CARDECKING BOARDS FROM o 0 EXISTING 10" PIP CONCRETE REUSED 2X ROOF NEW WALL TREATMENT ME// p� EXISTING ROOF ASSEMBLY BOARDS FROM EXISTING ROOF WALL TO REMAIN UNCHANGED OVER ENTRY ASSEMBLY. TRIM BOTTOM TO BE PARALLEL W/ SLOPED FLOOR SLAB )o LIEITAILE 1'21,�I(2) ITE� 1.1. c) V a IN BACKFILLED GRAVEL HIC 'L' COH CRETE IEUM NEW PIP CONIC SLAB FLOOR H OF RHNIHy5 w T. ._ D ES Al 7..' 3 THICXNESS PROVID 2-_LU� n RMHO OVER CONT. EMIL POLY FIRE RATING 0 (INACCESSIBLE & ASSUMED) SHEETING c) OVER COMPACTED GRAVEL EXISTING 10" PIP CONCRETE OVER UNDISTURBED SOIL WALL TO REMAIN UNCHANGED 3 III ITE� 1-1.1, PER T"L.. SLOPE TO STREET CONCRITI.1141 -HOUR —EXISTING 10" PIP CONCRETE THICKNESS PROVIDES A 2 INACCESSIBLE NEIGHBORING 0 FIRE RATING WALL TO REMAIN UNCHANGED BUILDING INACCESSIBLE NEIGHBORING BUILDING ROOF ASSEMBLY, SEE 5/A7.1 OUTDOOR DINING AREA WALL AT BASE WALL TYPE I r5 WALL TYPE E EXISTING 2xB ROOF RAFTERS, TYP �.2 SCALE:1112"= T-O" SCALE:IVT� T-O" �.2 SCALE:1112"= T-O" 2xg INTERIOR BLOCKING WITHIN EA ROOF -,:,�NEW7/16" PTO HARDI-REVEAL RAFTER BAY WIR-10 RIGID INSULATION NEW 5/8" PID GWU SIDING X/K CONT. COR-A-VENT RSAOO CONT. 2x NAILER RIPPED TO 4-112" WIDTH NEW 2X4 WOOD FRAMING RAFT —VENT BUG SCREEN t —NEW lx4 FURR ING STRIPS 16"OC FASTENED TO (E) CONC WALL Permit Set 24 EXTERIOR BLOCKING EVERY 16" OC HORIZ. NEW 3.5" ROCKWOOL EXISTING 10" PIP CONCRETE 4" COMFORTEATT UNFACED WALL TO REMAIN UNCHANGED INSULATION ISSUED: RIPPED TO CREATE I" VENTING WITHIN EA ROOF RAFTER BAY NEW R-10 2" THICK RIGID INTERIOR INSULATION NEWl"AIRGAP —ARCADIA AG45IT SERIES STOREFRONT CONDITIONED SPACE INACCESSIBLE NEIGHBORING EXISTING 10" PIP CONCRETE BUILDING NEW VAPRO SHIELD WRAP SHIELD SA WINDOW WALL SYSTEM, 2' CENTER GLAZED FOR 1" GLASS -ADHERRING VAPOR BARRIER WALL TO EMAIN UNCHANGED RESUB R SELF INAC E C SSIBLE NEIGHBORING EXISTING PTO B" CONCRETE BUILDING JUL I J 2018 CMU BLOCK WALL TO REMAIN PER HRI.IABLE�lljl.12UI�ITl� 4-1.1. 7211(2) ITEM 4-11, BUP GCNE MENi UNCHANGED CONC 0 "N CO TAILE ITYNO rr=T OF MINIMUM 5" NDS FIN PIP CONC FLOOR THICKNESS PROVIDESALM THICKNESS PROVIDES AkM FIRE RATING FIRE RATING N ETE CRC Exterior MOB WALL TYPE D 4 WALL TYPE C WALL TYPE A WALLTYPEB A6.2 �JA62 SCALE: 1 112� T-O" �.2 SCALE: 1 VT� T-O" �.2 SCALE: I 112� T-V �.2 SCALE:11/2"= T-O" Printed: 5124/18 I MS Restroom W SCALE., 112" = l'-O" 2 Kohler Brenham wak�mounted both sink w/shroud #K-1999-111 In whiteADA compiiantwith Kohler Sculpted Insight Touchless DM Faucet #K-13463-CP in polished chrome ADA Complaint 7 Kohler Kingston Row[ #K-4323-L-0 in white with Kohler Tripoint DC 1.28 GPF WC Flushometer #K-10956-SV-CP in polished chrome Kohler Strong hold Quiet-Ctose Commercial Elongated Toilet Seat #K-4731-GC-0 in white QUANTITY DESCRIPTION 2 Bobrick B-369 ClassicSeries Recessed Paper Towel Dispenser a nd Waste Receptacle 2 Bothrick B-301 Recessed Toilet -Sect -Cover Dispenser 4 Bobrick B-5806 1-1/4" 0 stainless steel grab bar with snap flor nge — Size and config uration per elevations 2 Bobrick B-388 Recessed Multi -Roll Toilet Tissue Dispenser 2 Koala Kate Products model KB110-SSRE horhrontal recessed mounted stainless steel finish baby changing CL DOOR/ TRAWSOM FRAME EM N MS Restroom Nan SCALE: 1/2" = TV MSR,estroomS, MS Restroom E MS Restroom N SCALE:112" = T-O" SCALE:112" = T-0" SCALE:112" = I�V' 1.25"V"016"Sfl. PCANGLE CONT. ALONGALLTILED WALLS NEW 3/8" DALTILE CARRARAWHITE M701 111"X20.75" HEXAGON POLISHED WITH EPDXY GROUT CUSTOM BUILDING PRODUCTS C11LfteTM 111% Scills Commercial Epoxg Grout/ TDS101; COLOR TO BE S ELECTED BY ARCHITECT. INSTALL PER TCNA WC244-16 STONE. MOSTANNOTATIONS SHOWN HEREAMIE GENERAL il. APPLY TO ALL RES R ELEVATIONS L — RECESSED IAIIRIOWIL DISPENSER WALL -MOUNTED SINK —1.11"I"X311 - STL PCANGLE CONT. ALON66ALL TILED WALLS DIMARCO ARCHITECTURE David DIMarco 1319 E NoweLt Street Seattle WA 98122 USA Illhilect@iclo'd.com .6.355.6795 519 Main 519 Main Street Edmonds Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They 0 re not to be used on extensions of the project. or other projects, except by agreement In writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and carretafing dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. 0 DIMarco Architecture Revision Historit /i\ V12/2018 permit corrections Permit Set SUED: RESUB JUL 13 2018 ENT OUIRISIEWDS Interior Elevations & Enlarged Plans lrw—y—y—"V� A71 Printed: 7/12118 NEW -318"DALTILE CARRARA WHITE M701 18"x2035" HEXAGON POLISH ED WITH EPDXY GROUT CUSTOM BUILDING PRODUCTS CEGLTteTM 100% Solids Commercial Epoxy Grout I TDS101; COLOR TO BE SELECTED BY ARCHITECT. INSTALL PER TCNA WC244-16 STONE. 8 � RESTROOM WALL TILE BASE K�!-!7 SCA LE: 1 112'� V 0' DINING AREA WALL BASE SCALE:IV2� T-O" 2" PIP LIGHTWEIGHT CONC SLAB OVER 3/4" T&G IYWOOO BECK OVER 2x8 @ TV OC HUNG FROM 2XIO LEDGERS ALONG WEST AND EAST WALLS LE D G ERS FASTEN ED TO EXISTING CONC WALLS 114" SILICONE CAULKING JOINTS AT ALL WALLISLAB AND SLABI SLAB JOINTS RIP PT ZxB TO ACCOMMODATE FIRST STEP NOTCH PT 2x8 LEDGER AROUND EXISTING CONC STEP. FASTEN TO EXITING CONC WALL 2-HOUR SEPARATION 0STING WCONC FLOOR SLAB & STAIR ESTABLISHES SEPARATION BETWEER LOWER LEVEL S-1 & MAIN LEVEL A_2 OCCUPANCIES SEE S-SHEETS FOR MORE INFORMATION INFILL FLOOR AT STAIR A �.l SCALE: 1 1/2"= 1'.0" (El REINFORCED SLAB NEW OR (E) 2X6 WOOD FRAMING 16"OC ALIGN HOT OF ANGLE VVIBOT OF ADJ DOOR READ RESTROOM WALLS NEW 3/8" DALTILE CARRARA WHITE M701 18"x20.75" HEXAGON POLISHED WITH EPDXY GROUT CUSTOM BUILDING PRODUCTS CEGUteTM 100% Solids Commercial Epoxg Grout I TDS101; COLOR TO BE SELECTED BY ARCHITECT. INSTALL PER TCHA WC244-16 STONE. ---� i EXISTING MAIN FLOOR SLAB �'q � RESTROOM WALL TILE CORNICE ��io 1— - ___ — SCALE:1112"= 11.01, 111�1 SCALE:11/2'� T-O" NEW OR (E) 2X6 WOOD ,'--IRAMING 16"OC NEW OR (E) 2X6 WOOD RESTROOMWALLS FRAMING 16"OC 3/8" DALTILE CARRARA WHITE M701 18"x20.75" ""2�061' Sit PCANGLE 'NEW 'XAGON POLISHED WITH EPDXY GROUT CUSTOM CUNT A NG ALL TILED WALLS BUILDING PRODUCTS CEGIJteTM 100% Solids I Commercial Epoxy Grout / TDS101; COLOR TO BE AUGN BUT OF ANGLE W/BOT OF ADJ DOOR H EAD SELECTED BY ARCHITECT. INSTALL PER TCNIA WC244-16 STONE. -RESTROOM WALLS /8" DALTILE CARRARA WHITE MIDI 18"x2035' _�1.25"x2"016" SOL PC ANGLE HEXAGON POLISHED WITH EPDXY GROUT CUSTOM CONT. ALONG ALL TILED WALLS BUILDING PRODUCTS CEGLiteTM 100% Solids EXISTING CONC FLOOR Commercial Epoxy Grout / TDS101; COLOR TO BE SELECTED BY ARCHITECT. INSTALL PER TCNA WC244-16 STONE. RESTROOM WALL TILE CORNICE RESTROOM WALL TILE BASE SCALE: 1112"= l'-O" SCALE: 1 112"= T-O* EXISTING 10" PIP CONCRETE WALLTO REMAIN UNCHANGE1 INACCESSIBLE NEIGHBORING BUILDING NO WALL BASE WHERE EXISTING CONIC WALL CONC FLOOR MEET (2) LAYERS NEW 518" TYPE')V PTD GWB (2) LAYERS NEW 518' TYPE'X! PID GWB 2-HOUR WALL PER GYPSUM ASSOCIATION FILE #WP 4136: 2X4 WOOD FRAMING 16"OC BASE LAYER: 5/8" TYPE X GWB APPLIED TO EACH SIDE OF 2X4 WOOD STUDS 16"OIC Wif 1-114" TYPE W 1� NEW 3.5" ROCKWOOL D RYWALL SCREWS 12"OIC COMFORT13ATT UNFACED FACE LAYER: 518" TYPE X GWB INSULATION P-PLIED TO EACH SIDE OF 2X4 WOOD STUDS 16"OIC W/ 1-718" TYPE W DRYWALL SCREWS 12"OIC AND OFFSET 6" FROM SCREWS IN BASE LAYER 2-HOUR FIRE RATING FO� JOINTS STAGGERED 16" EACH LAYER SEPARATION OF A-2 & S-1 IOCCUPANCIE AND SIDE - . WALLTYPEH SCALE:11/2"= 1�0" NEW 5181, PTO WALL TYPE G SCALE:11/2"= T-O" 5/8" Pro GWhB 2X6 WOOD FRAMING C 5.5. ROCKINDOL FORTBATT UNFACED LATION AT ALL ROOM INTERIOR WALL 41ONS NEWS ' NEW 5/8" Pro GWB NEW 2X6 WOOD FRAMING 16"OC NEW CONT. ROPPE PINNACLE WALL BASE 6" COVE W1 STANDARD TOE BASE 518" W/ EXCELSIOR WB-600 ACRYLIC WALL BASE ADHESIVE OR APPROVED EQ. VERIFY COLOR VVIARCHITECI. TYP BACK OF HOUSE WALL BASE SCALE:11/2�- 1�0` NEW 518" PTD WALL TYPE IF SCALE:11/2'� T-O" 518" PTI) GVH1 2X6 WOOD FRAMING C Cl ARCHITECTURE David DiMmco 1319 E Haven Street Seattle WA 98122 USA mchilecivaliclamd... 206.355.6795 vvwwAinnarcoorchitecture.corn 519 Main 519 Mo in Street Edmonds Woshington 98020 Dron"ings; and Specifications as Instruments of service are and sholl remain the property of the Architect. They are not to be used an extensions of the prolect, or ofibe� projects, except by agreement in writing and opprop late compensation to the Architect. The General Contractor Is responsible for confirming and correlating dimensions at the job ste. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for soley precautions and programs in connection With the project. 0 DiManco Architecture Permit Set ;UED: RESUB JUL I J 2018 BUF rr�N0GFC)EPART'6r EOMON Interior Details A8.1 Printed: 5124118 CRITERIA 1. ALL MATERIALS, NORKMANSHIP. DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAAIN65, SPECIFICATIONS, THE 2015 EDITION OF THE INTERNATIONAL aUILDING COVE (1136). 2. DESIGN LOADING CRITERIA ROOF SNOA LOAD ............................ . 25 P5F FLOOR LIVE LOAD (RETAIL) ................. ...... 100 P5F OR 1,000 LE35. NIN12 .......... ANALYSIS PROCEDURE; ABOE 1-10 CHAPTER 21 "PART 11 - ENrL05EZ? SIMPLE 121APHRAW' -ORY 11 ..... RISK CATEC ............. 110 MPH .......... I . . EXPOSURE "B" ............. TOPOGRAPHIC FACTOR Kzt = ID EARTHQUAKE. . . . . ANALYSIS PROCEDURE: B', "EQUIVALENT LATERAL FORCE PROGE12URE" I ............ SEISMIC, DESIGN CATEGORY (SX) = 0 ............ . RISK CATEGORY = 11 ............. SEISMIC, SITE CLASS -- P ............. IMPORTANCE FACTOR le = 1.0 ............. MAPPED MCE Ss = 1.21; 51 = 0.50 ............. PE516N ACCELERATION 5ds = 0.85; 5dI = 050 ............. SE15MIC RESISTING SYSTEM: STEEL SPECIAL MOMENT FRAME, R = 5.0 ............. SEISMIC, BASE SHEAR Ve = 18.11 K 5. LATERAL LOADS ARE TRANSFERRED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE SHEAR HALLS OR MOMENT FRAME. FORCES ARE BASED ON THE TRIBUTARY AREA FOR EACH SHEAR HALL AND ARE CARRIED BY THE SHEAR HALLS TO THE FOUNDATION. 4. STRUCTURAL DRANINGS SHALL BE USED IN CONJUNCTION Y41TH ARCHITECTURAL DRANIN65 FOR BIDDING AN12 CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 5. CONTRACTO SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR 70 COMMENCING ANY AORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION 5HOHN ON THE DRANIN65 ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE AITH THE PLANS. 1. CONTRACTO SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THEIR HORK. THE STRUCTURAL ENGINEER HAS No OVERALL VJPERV15ORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC HORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRA17E CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OHNER, CONTRACTORS, OR OTHER ENTITIES OR PFR50N5 AT THE PROJECT SITE. b. CONTRACTOR-INITIATEP CHANGES SHALL BE 5UBMITTE12 IN HRITINO TO THE ARCHITECT AND 5TRUCTURAL ENC71NEER FOR APPROVAL PRIOR TO FABRICATION OR CMTRZTION. CHANGES SHOAN ON SHOP DRANING5 ONLY Y41LL NOT 5AT15FY THIS REQUIREMENT. q. PRANIN INDICATE GENERAL AND TYPICAL MAILS OF C-ON5TRUCTION. HHERE CONDITIONS ARE NOT SPECIFICALLY INVICATEI? BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOM, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEIN AND APPROVAL BY THE ARCHITECT AN12 THE STRUCTURAL ENGINEER. AHERE INFORMATION ON THE DRANING-6 15 IN CONFLIGT AITH THE SPECIFICATIONS, THE MORE STRINGENT SHALL APPLY, SUBJECT TO REVIEA AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 00 NOT 50ALE THE DRANIN&S. 10. ALL STRUCTURAL 5Y5TEM5 MICH ARE GOMP05EI2 OF FIELD ERECTED COMPONENTS SHALL BE SUPERV15EP BY THE SUPPLIER DURING MANUFACTURIN6,12ELIVERY, HANDLING, STORAGE AN12 ERECTION IN ACCORDANCE AITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 11. SHOP DRAHIN&5; FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENC71NEER FOR REVIEA PRIOR TO FABRICATION OF THESE ITEMS. 12. SHOP DRAHIN& REVIEA: DIMENSIONS AND QUANTITIES ARE NOT REVIEHEV BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEN AND STAMP PRANING6 PRIOR TO REVIEA BY ENC71NEER OF RECORD. CONTRACTOR SHALL REVIEA DRAAING5 FOR CONFORMANCE HITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. 15. SHOP DRANI SUBMITTALS PROCMSE0 BY THE ENGINEER ARE NOT CHANCE ORDERS. THE PURPOSE OF SHOP DRAIAIING SUBMITTALS BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, 13Y INDICATING AHICHI MATERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, 12150REPANOIEB, OR CONFLICTS BETHEEN SHOP DRAHIN& 5UBMITTAL5 AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRANIN6 SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAHIN66 AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOHED. 14. SPECIAL INSnCTI % MA50NRY CONSTRUCTION, STRUCTURAL STEEL FABRICATION AND ERECTION (IN( LUDIN& FIELD HELPING AND HIGH -STRENGTH FIELD BOLTINO), EXPANSION BOLTS AN12 THREADED EXPANSION INSERTS, SCREN ANCHORS AND EPDXY GROUTED IN5TALLATION5 SHALL BE 5UPERIA5w IN ACCORDANCE HITH IW SECTIONS 1104 4 1105 AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OHNER. T14E TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE OMER, ARCHITECT, STRJJCTURAL ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS NHICH PAIL TO MEET PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 6ENERAL STRUCTURAL NOTES (The folloAlnq oppl� urle55 5hoNn otherNise, on the pians) GEOTECHNICA, 15. FOUNDATION NOTES: ALLOKABLE SOIL PRE55URE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED IN THE FIELD. IF 5OIL5 ARE FOUN12 TO 13E OTHER THAN ASSUMED, N01IFY THE STRUC,TURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR ]BOTH) AT LEAST 18" BELOYi LONEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOHN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ALTUAL ELEVATIONS OF FOOTINS-55 MUST BE ESTA13LISHED BY THE CONTRACTOR IN THE FIELD. UNLE-55 OTHERY41SE NOTED, FOOTIN65 SHALL BE CENTERED UNDER COLUMNS OR HALLS ABOVE. BACKFILL BEHIND ALL RETAINING HALLS AITH FREE DRAININC7,6RANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. THE STRUCTURAL DESIGN 15 BASED ON THE FOLLOHIN& ASSUMED VALUES; ALLOAABLE SOIL PRESSURE ....................... � 1�500 P5F LATERAL EARTH PRE59URE (RE5TRAINED/UNRESTRAINED). . . . . .55 PCF155 PCF PA551VE SOIL PRE95M .......................... 300 FSF SOIL COEFFICIENT OF FRICTION . .......... ......... 0.35 RENOVAll 16. DEMOLITION: VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE AORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED HHERE AND AS NOTED ON THE PLANS. SAN ( UT7INS, IF AND HHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT 15 TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLONED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 P5F. A. ALL NEH OPENINGS THROUGH EX15TING KALL5, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAVi CUTTING HHEREVER POSSIBLE. B. VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C,. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. 0. HHERE NEN REINFORCING TERMINATES AT EXISTING CONCRETE, RMAR DOAELS EPDXIED INTO THE EXISTING CONCRETE SHALL BE PROVIDED TO MATCH 14ORIZONTAL REINF0F?,-,IN6, UNLESS OTHERIN19E NOTED ON PLANS. 11. ALL EXTERIOR HALL$ SHALL BE INSPECTED AND REPAIRED AS FOLLONS: SCRAPE ALL LOOSE AND HEAKENED MORTAR OUT TO FULL DEPTH OF THE DETERIORATION; REMOVE AND REPLACE ANY L005E MASONRY UNITS; TUCK POINT ALL JOINT5 SOLID. ALL MASONRY RESTORATION AND REPAIR SHALL BE PERFORMED IN SUCH A MANNER THAT THE FX15TINS STRUCTURE 15 NOT AEAKENED OR LEFT UNSUPPORTED DURING THE PRO( M5 OF THE HORK. ALL EXTERIOR APPENDAGES SUCH AS FIRE ESCAPES, CORNICM AND EYEBRONS SHALL BE INSPELTE12 FOR STRUCTURAL INTEGRITY AN12 THE CONDITION OF THE CONNECTIONS TO THE STRUCTURE. NOTIFY THE STRUCTURAL ENGINEER AS TO THE FINDINGS OF THIS INSPECTION. 16. CHECK FOR 17RYRO AT ALL EXTERIOR HALLS, EXISTING TOILET ROOM FLOORS AND HALLS, AREAS SHOKIN6 HATER STAINS, AND ALL V4000 MEMBERS IN BASEMENT AND CRAAL SPACES. ALL ROT SHALL BE REMOVW AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY T14E STRUCTURAL ENGINEER OR ARCHITECT. COWAM lq. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE AITH ACI 301. CONSTRUCTION TOLERANCES SHALL NOT EXCEED THOSE LISTED IN AV Ill. CONCRETE SHALL ATTAIN A 26 DAY STRENGTH OF I"a -- 2,900 F51 AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF ( EMENT PEP OUBIC, YARD AND SHALL 13E PROPORTIONED TO FRODUCE A SLUMP OF 5" OR LESS (BEFORE THE ADDITION OF ADMIXTURM). THE HATER/CEMENT RAT10 SHALL NOT EXCEED 0.55 FOR FOOTINGS AND 0.45 FOR ALL SLABS AND EXPOSED CONCRETE UNLE55 OTHERAISE NOTED. EXCEPT FOR FOOTINGS AND SLAB ON GRADE, AGGREGATE SIZE SHALL NOT EXCEED 5/4". THE MINIMUM AMOUNT OF CEMENT AND THE MAXIMUM SLUMP MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX 15 SUBMITTED To THE STRUCTURAL ENGINEER AND THE BUILDING DEFARTHENT FOR APPROVAL TY40 PEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, CEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, HATER AND ADMIXTURES AS AI AS T14E HATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE HITH ACI 901. CHEMICAL ADMIXTURES AND FLY ASH SHALL CONFORM TO ASTH C-4414 AND ( 618 RESPECTIVELY. FLY ASH PERCENTAGE OF TOTAL CEMENTITIOL15 MATERIAL SHALL NOT EXCEED 20%. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL 13E BROUGHT TO THE ATTENTION OF THE OHNER. REVIEA OF MIX SUBMITTALS BY THE ENC71NEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY TO CONTRACT DOCUMENTS. CONTRACTOR MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE NITH SURFALM EXPOSED TO STANDING HATER SHALL BE AIR ENTRAINED NITH AN AIR ENTRAINING AGENT CONFORMING TO A5TM C260. TOTAL AIR CONTENT FOR FR05THRESISTANT CONCRETE SHALL BE IN ACCORDANCE HITH ACI 516-14 TA13LE ALL CONCRETE EXPOSED TO THE HEATHER AND ALL GARAGE 5LABS-ON-GRAVE SHALL OBTAIN A 28-DAY STRENGTH Pe OF 5,000 P51 IN ACCORDANCE HITH AC1 SO TA13LE lq3.2.1 AND IBC, SECTION A04.1. TH15 INCREASE IN REQUIRED 5TPZ46TH 15 FOR PURABIL17Y ONLY (SPECIAL INSPECTION 15 NOT REQUIRE12). ALL CONCRETE TO RECEIVE A STEEL TROHELED FIN15H SHALL NOT BE AIR-EN7RAINED. 20. REINFORCING STEEL SHALL CONFORM TO ASTM AVIS (INCLUDING SUPPLEMENT 51), GRADE bo, fq = bOiOOO FBI. EXCEPTIONS: ANY BARS SPECIFICALLY 50 NOTE12 ON THE DRAAIN&S AS GRADE 40 SHALL HAVE fq = 40POO P51. GRADE bO REINFORCING STEEL INDICATED ON DRANIN&S TO BE AELDED SHALL CONFORM TO A5TM A706. REINFORCING STEEL COMPLYING AITH A5TM A615 (51) MAY BE HELVED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE Y41TH HELPING PROCEDURES SPECIFIED IN AA5. DIA ARE SUBMITTED. LONGITUDINAL REINFOPZII,* STEEL IN DUCTILE FRAME MEMBERS AND IN SHEAR HALL BOUNDARY MEMBERS SHALL COMPLY P41TH ASTM AlOb. A5TM AbI5 GRADE 60 REINFORCING STEEL 15 ALLOAm IN THESE MEMBERS IF (A) THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOM NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE T14AN IbpO0 FBI (RETESTS SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3,000 P51) AND (B) THE PATIO OF THE AC TUAL ULTIMATE TEN51LE STRESS TO THE ACTUAL TEN51LE YIELD STRENGTH 15 NOT LE55 T14AN 125. AELDED HIRE FABRIC, SHALL CONFORM TO ASTM A1064. LAP ADJACENT MATS OF AELDEP HIRE FABRIC A MINIMUM OF 6" AT SIDES AND ENDS. SPIRAL REINFORCEMENT SHALL BE PLAIN HIRE CONFORMING TO A5TM A615, GRADE 60, Pq m 60,000 PSI 21. REINFORCING STEEL SHALL BE 12ETAILED (INCLUDING HOOKS AV BENDS) IN ACCORDANCE AITH ALI 515 AND 518. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 60 BAR DIAMETERS, Z-O'. MINIMUM. PRCV112E CORNER BARS AT ALL HALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 60 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE AITH ACI 518, CLA-55 B. LAP ADJACENT MATS OF NELVE12 HIRE FABRIC A MINIMUM OF W AT 510M AND ENDS. PROVIDE (2) #5 MIN. U.N.O. TRIM BARS AROUND ALL OPENINGS IN CONCRETE KAU5 OR SLAE35 EXTENDING 2--b- PAST CORNERS, TYPICAL. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIEL12 BENT UNLESS SPECIFICALLY 50 DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. NO REINFORCING BARS SHALL BE 'HET -SET" INTO THE CONCRETE. PROVIDE A 20'LONG REBAR GROUND (UFER &ROUND) PER ELEcTRICIAN. 22. CONCRETE PROTECTION (COV% FOR REINFORCING STEEL SHALL BE AS FOLLON5: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 3" FORMED SURFACES EXPOSED TO EARTH (ie. INALLS BELOA GROUND) OR PEAT14ER (#b BARS OR LAR&M. 2" (#S BARS OR SMALLER) 1-1/2" SLABS AND HALLS (INTERIOR FACE) ................ GREATER OF (BAR DIAMETER PLUS 1/59 OR 9/4' 23. CAST-IN-FLACE CONCRETE: SEE ARCHITECTURAL OWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND HINVOYi OPENINGS IN ALL CONk,PETE HALLS. SEE MECHANICAL PRAHIN65 FOR 51ZE AND LOCATION OF M15CELLANEOLri MECHANICAL OPENINGS THROUGH CONCRETE HALLS. SEE ARCHITECTUPAL DRAAING5 FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE 5TRIF5, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST IN PLACE AND PRECAST. 24. NON -SHRINK 61301,11 SHALL BE NON-METALLIC CONFORMING TO A5TM 01101 AND BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL 13E MIXED AND PLACED IN STRICT ACCOPPANCE AITH THE MANUFACTURERS PUBLISHED RECOMMENDATIONS. OROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON AHICH IT 15 PLACED (5000 P51 MINIMUM). AW240RAOIE 25., EXPAN51ON BOLTS INTO CONCRETE SHALL BE STRONG -BOLT 2 HEDGE ANCHOR', AS MANUFACTURED BY SIMPSON 5TRONG-TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE HITH IL.G. REPORT NO. ESR-3031 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEIN HITH 1.0.0. OR IAPMO UM REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION 15 REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 26. EXPAN51ON BOLTS INTO GROUT FILLED CMU SHALL BE `5TRONG-BOLT 2 HEDGE ANcHOR-, As MANUFACTURED BY 51MPWN STRONS-TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE Y41TH IAFM0 UES REPORT NO. ER-240 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. FROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIIEVq NITH I.C.C. OR IAPMO LIM REPORTS INDICATING EQUIVALENT OR 6FZATEP LOAD CAPACITIES. SPECIAL INSPECTION 15 REQUIRE12 FOR ALL EXPAN51ON BOLT INSTALLATION. 21. SCREA ANCHO INTO GROUT FILLE12 CMU SHALL BE "TITEN HO', AS MANUFAGTVRED BY SIMP50N STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE AITH LOC. REPORT NO. ESR-1056 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROP05ED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIFA P41TH ICL. OR IAFMIO UM REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION 15 15 NOT REQUIRED FOR ALL SCREN ANCHOR INSTALLATION. 2b. 5CREV4 ANCHO INTO CONCRETE SHALL BE "TITEN HO", AS MANUFACTURED BY SIMPSON STRONC-TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE AITH IL.C. REPORT NO. ESR-2113 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEH AITH I.rr,. OR IAPMO UM REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION 15 REQUIRED FOR ALL VREA ANCHOR INSTALLATION. 2q. DRIVE PIN5,5HOT PINE? AND OTHER PONIPER-ACTUATED FASTENERS SHALL BE LOIN VELOCITY TYPE FASTENERS AS MANUFACTURED BY HILTI CORPORATION. AHEN CALLED FOR IN THE DRAMINS5, PROVIDE THE APPROPRIATE FASTENER AS NOTED IN THE TABLE SELOA FOR EACH GIVEN APFLIcATIOm. INSTALL IN STRICT ACCORDANCE AITH I.C.C. REPORTS NO. MR-22611 FOR THE X-U FASTENERS AND ESR-23lq FOR THE X-CPFASTENERS. MINIMUM EMBEDMENT IN CONCRETE SHALL BE I- UNLE55 OTHI NOTED. MAINTAIN AT LEAST 5" TO NEAREST CONCRETE EDGE AND 4" CENTER To CENTER SPACING. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEH INITH I.C.C. OR IAPMO LES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. FASTENER ALLONABLE SHEAR ALLOINABLE TENSION APPLICATION TYPE CAPACITY (LISS) CAPACITY (LEG) 2x 7REATEP X-,CP 12 P8 523 250 ls LUMBER TO 6ONCRETE vq/ 135" EMBED (2000 P51 MIN.) 1511 THIRD AVENUE SUITE 323 SEATTUE� WA 98101 TEL 2D6.957,3900 FAX 2D6.957 ' 3901 www.quantumce.com SEAL: R r 21 PROJECT: 519 MAIM 519 MAIN STREET EDMONDS WASHINGTON 98020 APPROVAL: PERMIT SET 15/25/181 NO. I DESCRIPTION DATE BY ISSUES; P.M. ISIO __T REV N. DPF P.E. BSD DRAWN BY: TTH SCALE: AS SHOWN DATE: 5/25/18 JOBNO. 18299.01 SHEET TITLE: GENERAL STRUCTURAL NOTES SHEET NO. sto RECEIVr=D Cl7j'Y(C0PY RAY 25 20m DEVELOPMENT SERVICES COUNTER 50. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) INTO CONCRETE SHALL BE INSTALLED USING 'SET-XF" APHE51VE ANCHOR AS MANUFACTURED BY SIMPSON 57RONG-TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDAW E Y41TH ILL. REPORT NO. ESR-2504�, INCLUDINC7 STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROP05EIP SL85TITLMONB SHALL BE SUBMITTED FOR REVIEA AITH I.C.C. OR IAFMO UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF INSTALLATION 15 REQUIRED. 51. EPDXY-C-ROUTED ITEMS (THREADED RODS OR REINFORCING BAR) INTO GROUT FILLED CMU SHALL BE INSTALLED USING "SET-XP" ADHE51VE ANCHOR AS MANUFACTURED BY 51MPWN 5TRONG-TIE ANCHOR SYSTEMS. INSTALL IN STRICT A00ORDANCE INITH IAPMO Un REPORT NO. ER-265, INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. FROP05ED SUBSTITUTIONS SHALL BE SUBMITTED FOR RENAEN AITH ILL. OR IAPMO UES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACATIES. SPECIAL INSFECTION OF INSTALLATION 15 REQUIRED. 52. EFOXY RENOVATION ANCHORS TO EXISTING UNREINFORCEP MASONRY HAL SPECIFIED ON THE PRANINC55 514ALL BE 'ACRYLIC -TIE" ADHESIVE AS MANUFALTUREP BY SIMPSON 5TRON(5-TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE HITH I.O.C. REPORT NO. ESR-1115b, INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEN HITH IL.G. OR AFMCI UE5 REPORTS INPICATIN6 EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF INSTALLATION 15 REQUIRED. ROM SHALL BE OF THREADED ASTM A36 MATERIAL UNLESS OTHERAISE NOTED. 17RILLED-IN HALL ANCHORS INSTALLED IN MA50NRY HALLS SHALL BE TESTED IN FULL -OUT BY AN APPROVED AGENCY. THE MINIMUM NUMBER TESTED SHALL BE FOUR PER FLOOR AND ROOF, P41TH Tyv TESTS AT NALL5 NITH JOISTS FARALLEI TO THE HALL. THE NUMBER OF TESTS AND TEST LOCATIONS SHALL BE =RMINED AT THE BUILDING SITE BY THE STRUCTURAL ENSINEER. THE TEST APPARATUS SHALL BE SUPPORTED ON THE MA50NRY HALL AT A MINIMUM DISTANCE EQUAL TO THE HALL THICKNESS FROM THE ANCHOR TESTED. THE ROD SHALL BE TESTED TO A LOAD DETERMINED BY THE STRUCTURAL ENGINEER PRIOR TO TESTINS OR TO FAILURE (ULTIMATE). RESULTS OF ALL TESTS SHALL BE RECORDED. THE REPORT SHALL INCLUDE TEST RESULTS AS RELATED TO THE HALL THICKNESS AND J019T ORIENTATION. THE RESULTS OF THE TEST SHALL BE SUBMITTED TO THE SEATTLE XI ALONG NITH A LETTER FROM THE STRUCTURAL ENC71NEER OUTLINING THE PROPOSED ALLOAABLE FULL -OUT CAPACITY, FACTOR Or SAFETY AND THE MAXIMUM ACTUAL ANTICIPATED FULL -OUT. 33. CONCRETE MASONRY UNIT AAL SHALL BE CONSTRUCTED Or MEDIUM HEI(714T UNITS CONFORMING TO AST-M 6`10, LAID IN A RUNNING BOND. CONTACT ENGINEER FOR RE-PES16N OF REINFORCIIN& AHERE STALK BOND LAYOUT 15 REQUIRED. LINEAR SHRINKAGE SHALL NOT EXCEED 0.065%. MORTAR SHALL BE TYPE �S" IN ACCORDANCE AITH A5TM 6210. GROUT SHALL CONFORM TO IBC REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 F51 AT 28 PAYS, DESIGN Fm = 2000 FSL FULL STRIESSE5 ARE REQUIRED. 5TREN67TH SHALL BE VERIFIED BY THE UNIT STRENGTH METHOD IN ACCORDANCE AITH TM5 602-13. STRENGTH REGUIREMEN : MA50NRY UNIT: 2000 F51 GROUT: 2000 P51 MORTAR: 2000 PSI UNLE55 NOTED OTHERNISE, PROVIDE THE FOLLOHING REINFORCEMENT: HALL THICKNESS VERTICAL BARS HORIZONTAL BARS 6" AALL5 #5 @ 4b" O.C. (2) #4 @ 46" O.C. IN ADDITION, PROVIDE (2) #5 ((2) #4 0 6" AND 4" KALL5) VERT. AT EACH 51DE OF OPENINGS, AT HALL CORNERS AND INTERSECTIONS AND AT FREE ENDS OF KAILL5 AND (2) #4 HORIZ. AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS Or HALLS AND ABOVE AND BELON ALL OPENINGS. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED 1N BOND BEAMS. EXTEND REINFORCEMENT AROUND OPENINGS 2'-0" EEYON12 FACE OP OPENING. IF 2'-0" 15 UNAVAILABLE, EXTEND AS FAR AS P0551BLE AND HOOK. PROVIDE CORNER BARS TO LAP HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS. UNLE55 NOTED OTHERA15E, LAP ALL REINFORCINC7 STEEL IN CMU 48 BAR DIAMETERS, 2'-0" MINIMUM. ALL CELL5 ARE TO BE SOLID GROUTED UNLE55 NOTED AS PARTIAL GROUTINC7. FOR PARTIAL GROUTING FILL ALL CELLS ( ONITAININS REINFORCEMENT OR EMBEDDED ITEMS AND ALL CELLS MON &RAPE AITH GROUT. ALL REINFORCEMENT SHALL BE IN PLACE PRIOR TO &ROUTING AND SHALL BE HELD AT TOP, B070M AND Iq2 BAR DIAMETERS (MAX) O.C. PER ACI 530.1, GROUT POURS SHALL NOT EXCEED V-4" IN HEIGHT UNLE55 A TEST PANEL 15 CONSTRUCTED BY THE MASON AND APPROVED BY THE STRUCTURAL ENGINEER. PROVIDE CLEANOUT HOLES AT B070M OF ALL CELLS CONTAINING REINFORCEMENT FOP ALL GROUT POURS OVER 5'-4" IN HEIGHT. PROVIDE 1 1/2 IN. GROUT KEYS BETHEEN EACH POUf;� 34. STRUCTURAL STEEL DESIGN. FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.1.5.0. SPECIFICATIONS AND COPES: A. A15r. - STEEL CONSTRUCTION MANUAL, 14TH E017ION B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. C. SPECIFICATION FOR STRUCTURAL JOINTS USING A9TM A525 OR A4qO BOLTS. 55. STRUCTURAL STEEL, HIDE FLANGE M AND NT) 5HAFE-5 SHALL CONFORM TO ASTM AOI12, Fg = 50 K51; ALL OTHER ROLLED SHAPES SHALL CONFORM TO ASTM A36, FY = 56 KSI. STEEL PLATE SHALL CONFORM TO ASTM A36, Fy -- 56 K51. STEEL PIPE SHALL CONFORM TO A5TM A55, TYPE E OR 5, GRADE B, F� = 55 K51. STRUCTURAL TUBING SHALL CONFORM TO ASTM ASOO, GRAPE B, F� = 46 K51. CONNECTION BOLTS SHALL CONFORM TO ASTM A301. ANCHOR BOLTS SHALL CONFORM TO A5TM F1554 GRAPE 36, N = 56 KSI. SUBSTITUTION Or MEMBER SIZES OR STEEL &RAPE SHALL NOT BE ALLOMED AITHOU7 PRIOR APPROVAL OF T14E ENGINEER. STEEL BEAMS ARE EQUALLY SPACED BETNEEN DIMEN51ONFD POINTS. ALL STEEL ANCHORB AND TIES AND OTHER MEMBERS EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED. ALL STEEL TO BE FIREPROOFE12 SHALL BE LEFT UNPAINTED. ALL OTHER STEEL SHALL HAVE ONE COAT OF APPROVED SHOP PAINT. STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO HEATHER OR EARTH SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION IN COMPLIANCE HITH A5TM A123. GALVANIZE BOLTS AND SIMILAR THREADED FASTENERS EXPOSED TO HEATHER OR EARTH IN ACCORDANCE AITH ASTM AIS3. ALL FIELD HELPS EXPOSED TO HEATHER OR EARTH SHALL BE COATED HITH BRUSH APPLIED ZINC, RICH PAINT comnywc7 NITH A5TM A180 MR.C. OR EQUIVALENT). 6ENERAL 5TRUCTURAL NOTES_ (The Folloknq appl� unless show atherNiss on the planr) A MINIMUM OF TAO BOLTS ARE REQUIRED FOR ALL CONNECTIONS. ALTERNATE CONNECTIONS TO THOSE 5HOAN ON THESE PRANING5 Y41LL REQUIRE PRIOR APPROVAL OF THE ENGINEER. ALL MEMBERS ARE TO BE ERECTED HITH THE NATURAL MILL CAMBER OR INDUCED CAMBER UP, UNLE55 OTHERAISE NOTED ON THE PRAAING6. BEAM CAMBER ON THE DRMIN65 15 THE UPAARD CAMBER REQUIRED IN THE BEAM AS DELIVERED TO THE JOMITE. CONTRACTOR To CONSIDER CAMBER LOSS, IF ANY, DUE TO SHIPPING ANDHANDLIN6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AID JOINT PREPARATIONS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS, HELPING, PROCEDURES, REQUIRED ROOT OPENINGS, FOOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES AND UNEQUAL PARTS. 56. ALL A-325 CONNECTION BOL AT MEMBERS NHCH ARE PART OF THE LATERAL FORCE RESISTING SYSTEM SHALL BE INSTALLED TO THE 5LIF-CRITICAL CONDITION PER AIS/, SPECIFICATION FOR STRUCTURAL JOINTS ONS ASTM A325 OR A4qO BOLTS IN STRICT ACOORPANCE NITH THE MANUFACTURERS RBL15HED RECOMMENDATIONS. ALL FAYING, SURFACES SHALL BE PREPARED AS CLASS A PER THE Aly, SPECIFICATION. ALL NUTS SHALL CONFORM TO A5TM A565. ALL AA5HER5 SHALL CONFORM TO A6TM F436 OR A5TM F15`1 TYPE 525. ALL BOLT HOLES SHALL BE STANDARD 51ZE UNLE55 OTHERAISE NOTED. 51. ALL A--301 CONNECTION BOLTS SHALL BE PROVIDED AITH LOCK HASHERS UNDER NUTS OR 5ELF-LOCKING NUTS. ALL 13OLT HOLES SHALL BE STANDARD SIZE UNLE55 OTHERY41BE NOTED. 35. ALL HELPING SHALL BE IN CONFORMANCE AITH A.I.S.C. AND A.H.S. STANDARDS AND SHALL BE PERFORMED BY A.A.B.O. CERTIFIED HELPERS USING E10 XX ELECTRODES. ONLY PREQUALIFIED HELPS (As DEFINED BY AM) SHALL BE USED. AELVIN(5 OF SRAVE 60 REINFORCING BARS (IF REQUIREV) SHALL BE PERFORMED USING LOA HYDROGEN ELECTRODES. HELDING, OF &RAVE 40 REINFORCING BARS (IF REQUIREID) SHALL 13E PERFORME12 USING EIOXX ELECTRODES. AELDIN(v HITHIN 4" OF COLD BENDS IN REINFORCIN& STEEL 15 NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF HELPED BARS. ALL HELPING OF STAINLE55 STEEL SHALL USE E50`1 ELECTRODES HITH A GMAN PROCESS. ALL HELPING SHALL BE PERFORMED BY HELPERS AITH AY45 / N.A.B.O. CERTIFICATION AITH THE MATERIAL AND METHOD REQUIRED. SHOP DRAAINS75 SHALL SHOA ALL HELPING HITH AYG A2.4 SYMBOLS. HELPS 5HONN ON PRANINC-5 ARE MINIMUM SIZES. INCREASE AEL125 SIZE TO AVG MINIMUM SIZES BASED ON PLATE THICKNESS. MINIMUM AELDINC, SHALL BE Mb-INCH. THE HELPS SHOAN ARE FOR THE FINAL CONNECTIONS. FIELD HELD ARROY45 ARE SHOAN AHM A FIELD HELD 15 REQUIRED BY THE STRUCTURAL DESIGN; THE CONTRALTOR 15 RESPONSIBLE FOR DETERMINING IF A HELD SHOULD BE SHOP OR FIELD HELPED IN ORDER TO FACILITATE THE STRUCTURAL STEEL DELIVERY AND ERECTION. SEE THE SPECIFICATIONS AND PRAHING5 FOR ADDITIONAL HELDIN& REQUIREMENTS, ESPSCIALLY AT SPECIAL MOMENT RESISTING FRAMES AND OTHER SEISMIC CRITICAL HELPS. 3q. HELPING OF LATERAL FORCE RE515TIN6 MEMBERS SHALL BE PERFORMED IN ACCORDANICE HITH A INELDIN6 PROCEDURE SPECIFICATION (Yft) AS REQUIRED IN AH5 121.1 AND APPROVED BY THE STRUCTURAL ENGINEER BEFORE Y40RK BEGINS. THE HIPS VARIABLES SHALL BE V41THIN THE PARAMETERS ESTABLISHED By THE FILLER METAL MANUFACTURER. HELPING ELECTRODES SHALL BE E1OT(5-K2 OR E1OTb AITH A MINIMUM SPECIFIED CHARPY V-NOTCH (CVN) OF 20 ft-lbs AT -20 DEGREES FAHRENHEIT ANP 40 Ft-lbs AT 10 DEGREES FAHRENHEIT. REMOVE BOTTOM FLANGE HELD TA13 AT MOMENT FRAME CONNECTIONS AND REINFORCE V41TH 5116 FILLET HELP IN CONFORMANCE NITH FEMA-353 RECOMMENDATIONS. HELD ACrE55 HOLE DETAILING AT MOMENT FRAME CONNECTIONS SHALL CONFORM INITH FEMA-350 AND FEMA-555 RECOMMENDATIONS. 2= 40. FRAMING LUMBE : SHALL BE KILN PRIED OR Mr.-Iq (MOISTURE CONTENT LESS THAN 141%), AND GRADED AND MARKED IN CONFORMANCE AITH A.C.L.I.S. STANDARD NO. 11 GRAVIN& RULES FOR HE-ST COAST UMBER. FURNISH TO THE FOLLOANS MINIMUM STANDARDS: JOISTS: (2X, 5X, AND 4X MEMBERS) . ................... . HEM -FIR No. 2 BEAMS AND STRI : (INCLUDING 6 X AND LARGER MEMBERS) ... DOUGLAS FIR NO. I POSTS AND TIMBE ; . ........................... . POUGLAS FIR NO. I STUDS, PLATES 4 MISCELLANEOUS LIGHT FRAMING: ........ P0U(7LA5 FIR OR HEM -FIR NO. 2 (AS NOrED ON PLANS / DETAILS) 2X 3X AND 4X TONGUE AND GROOVE DECKIN(7: .............. HEM -FIR COMMERICAL PEX 41. OLUED LAMINATED MEMBE SHALL BE FABRICATED IN CONFORMANCE AIT14 A5TM 0131 AND ANSI A140.1 STANDARDS IN A 017Y OF SEATTLE CERTIFIED PLANT. EACH MEMBER 54ALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. CERTIFICATES OF CONFORMANCE MUST BE MADE AVAILABLE TO BUILDING INSPECTORS. CITY INSPECTION 15 REQUIRED PRIOR 70 COVERING &LUE0 LAMINATED MEMBERS. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 F51, Fv = 240 P51, E = 1,800 KSI. ALL C-ANTILEVERIED OR CONTINUOUS BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-VD, Fb = 2;400 PSI, Fv -- 240 PSI, E -- 1,800 K51. CAMBER ALL SIMPLE SPAN &LULAM BEAMS TO 5POO' RADIUS UNLES6 5HOAN OTHERAISE ON THE PLANS. ALL rvLUE LAMINATED COLUMNS SHALL BE POU&LAS FIR COMBINATION 2, Fa = IqO0 nI, Fog = 1,800 PSI, Fbx = 1,100 PSI, E = 1,100 K51 (4 LAM5 MINIMUM DEPTH). 4:2. LAMINATED STRAND LUMBER (L5U SHALL BE DESIGNED ANP MANUFA( TUREE? PER ASTM 0545b. EAcH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE 6RAPE, AND THE INDEPENDENT INSPECTION ASENCY�5 LOGO. ALL LAMINATED STRAND LUMBER SHALL BE MANUFACTURED USING A HATERPROOF ADHESIVE MEET1% THE REQUIREMENTS OF ASTM 0255q. MINIMUM STRUCTURAL PROPERTIES ARE AS FOLLON5: RIM JOISTS AN12 BLOCKING (1-1/4" MINIMUM LH-ICM;x No = 1100 FBI, 10� P91, Fv = 400 FS BEAMS AND HEAVERS: Fb = 2525 PSI, E -- 1.55 x IOGP5I, Fv = 310 1`51 12ES16N SHOHN ON PLANS 15 BASED ON MATERIALS MANUFACTURED BY THE HEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEN AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 45. PARALLEL STRAND UMBER P5L) SHALL BE DESIGNED AND MANUFACTURED PER ASTM 05456. F-AC44 PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACT)RER, THE &RAPE, AND THE INDEPENDENT INSPECTION ArgENCYS LOW. ALL PARALLEL STRAW LUMBER SHALL BE MANUFA( TUREP USING DOUGLAS FIR STRANDS &LUED Y41TH A AATERFROOF ADHE51VE MEETING THE REQUIREMENTS OF ASTM P2554 HITH ALL GRAIN PARALLEL HITH THE LENGTH OF THE MEMBER. MINIMUM STRUCTURAL PROPERTIES ARE AS FOLLOVG: No = 2qOO PSI, E = 2.2x 106 PSI, Fv = 2qO PSI DEBI&N 5HOM ON PLANS 15 BASED ON MATERIALS MANUFACTURE12 BY THE NEYERHAEU5ER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEN AND APPROVAL BY THE ARCHITECT AN12 STRUCTURAL ENGINEER. 44. HOOD SHEATHING SHALL BE APA RATED, EXTERIOR 6LUE; EXPOSURE 1, IN CONFORMANCE P41TH THE REQUIREMENTS FOR THEIR TYPE IN POC, FS-I OR FS-2. SEE PLANS FOR THICKNESS, PANEL 112ENTIFICATION INDEX AND NAILING REQUIREMENTS. UNLESS OTHERY415E NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP AITH FACE GRAIN PERPENDICULAR TO SUPPORTS. ALL FLOOR SHEATHING EDGES SHALL HAVE AFFROVE12 TONGUE AND GROOVE JOINTS OR SHALL BE SUFFOR-Ir-D Y41TH 5OL112 BLOCKING. ALLON Ilb" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO 5UPPORT5 AITH (2) IOd-F MAILS AT EACH END, UNLE55 OTHERNISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL AITH EDGE NALIN& SPACED PER PLANS. NHERE NOT NOTED OTHERHiSE, NAIL PANEL EDGES NITH bd NAILS @ 6" O.C. EP&E5,1211 O.C. IN THE FIELD. 45. ALL HOOP EXPOSED TO HEATHER, OR BEARING ON UNPROTECTED CONCRETr= OR MASONRY BELCH GRADE, OR BEAPIN& ON UNPROTECTED CONCRETE OR MA50NRY LE95 THAN b- FROM EW05M EARTH SHALL BE PRESSURE TREATED, UO.N. PRESSURE TREATMENT 514ALL BE NITH AN APPROVED FRE5ERVATfVE AND BRANDED AITH A QUALITY CONTROL AGENCY MARK BY THE AMERICAN HOOP PRESERVERS BUREAU OR EQUAL. ALL METAL HARDAARE IN CONTACT AITH TREATED YMP SHALL BE PROTECTED AITH A (5186 GALVANIZED COATING (ZMAX) OR BETTER. ALL NAILS IN TREATED Y4000 SHALL BE 14OT-DIP GALVANIZED OR BETTER. PROV112E 2 LAYERS OF 50# ASPHALT IMPREGNATED BUILDING PAPER BETMEN NON-FRE55URE-TREATIEP LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 46. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL 13E "5TRON&-TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOC7 NO. "-201-7. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE 91,1135TITUTED, PROVIDED THEY HAVE ILL. OR IAFMO UES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. CONNECTORS SHALL BE SIZED TO MATCH THE SIZE OF THE FRAMING MEMBERS BEING CONNECTED. PROVIDE NUMBER AND 51ZE Or FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE NITH THE MANUFACTURERS RECOMMENDATIONS. NHERE CONNECTOR STRAPS CONNECT TV40 MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN V400D MEMBERS SHALL CONFORM TO ASTM A301. PROVIDE HASHEf;?6 UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCRENS BEARIN& ON HOOD. UNLESS NOTED OTHERA15E, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AN12 THE SAME GRAPE (MINIMUM) AS MEMBERS CONNECTED. ALL BOLTS TIGHTENED TO SNUG TIGHT. 41. MOP FA5TENE : A. NAIL 51 SPECIFIED ON PRANINGS ARE BASED ON THE FOLLONIN& SPECIFICATIONS: PRAHING 112 NAIL NAME NAIL PIAMETE NAIL LEN& "W" bd Common 0.1131, 21. "bd Box" U Box 0.1131, 2-1/21, .W. Od Common 0.131" 2-1/2" 110dp" Iod Fromar 0.131, 5. 1110,111 Od Shear 0.148" 2-1/4" 16d. Ibd Sinker 0.1481, 3-1/4" IF CONTRACTOR PROPO5155 THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPEC'[FICATIOW0 TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVEA AND APPROVAL. 5. NAILS - 5HEATHIN6 FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING NITH NO COUNTERSINKING PERMITTED. C. HOT DIPPED GALVANIZED NAILS, BOLTS AND METAL PLATES - ALL MAILS, BOLTS AND METAL PLATES IN CONTACT AITH FRE55URE TREATED (INC 111121% FIRE -RETARDANT TREATED) LUMBER 914ALL BE HOT DIPPED GALVANIZED. 46. HOOD FRAMING NOTES: THE FOLLOAIN6 APPLY UNLE55 OTHER.H151! SHOHN ON THE PLANS; A. ALL Y400D FRAMING DETAILS NOT SHOHN OTHERAISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC,. MINIMUM NAILING, UNLE55 OTHERAISE NOTED, SHALL CONFORM To IBC TABLE 2304.1.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS HITH MECHANICAL AND ARCHITECTURAL PRANINGS. PROVIDE K46HER5 UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAS BOLTS BEARING ON HOOD. TIGHTEN BOLTS AND LAG WRENS SNUGLY AGAINST P400D FRAMING AFTER HOOD HAS REACHED SPECIFIED MOISTURE CONTENT, B. HALL FRAMING ALL BEARING AN12 SHEAR HALLS SHOAN AND NOT OTHERHISE NOTE12 SHALL BE 2 x 4 STUDS @ 16" O.C. AT INTERIOR KALLS AN12 2 x 6 @ 16" O.C. AT EXTERIOR K6,LLS. TNO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL BEARING AND SHEAR HALLS AND AT EACH SIDE OF ALL OPENINGS. SOL10 BLOCKIN& FOR HOOD COLUMNS SHALL BE FROVII�ED THROUGH FLOORS To SUPPORTS BELOA. ALL BEARING STUD KALL5 SHALL HAVE THEIR LONER YOM PLATES ATTAC44ED To Y400D FRAMING BELOA AITH 16d NAILS AT 8" O.C.. 5TAbrvERED OR BOLTED TO CONCRETE Y41TH SAY DIAMETER ANCHOR BOLTS Y41TH 5"x5'xI/4" PLATE AA5HER5 @ 4'-0" 0.6, UNLESS INDICATED OTHERAISE. INDIVIDUAL MEMBERS OF BUILT UP P05TS SHALL BE NAILED TO EACH OTHER AITH IOd-F NAILS @ 8" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR HALL SCHEDULE FOR REQUIRED SHEATHING AND NAILlNry. AHEN NOT OTHERA15E NOTED, PROV112E GYPSUM NALLBOARD ON INTERIOR SURFACES AND 6YF5UM SHEATHING ON EXTERIOR SURFACES ATTACHED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING V41TH 5CREN5 AT 6' O.C. USE 1-1/4 - IN #6 5CRENS FOR 1/2" r"YAB AND 5/8" GAB AHERE OCCURS. USE 1-1/4" IN #6 GALVANIZED SCREN5 FOR 1/2" &NI3 AND SAY EXTERIOR (7YP5UM SHEATHING, NHERE OCCURS. VERIFY THE FIRE A55EMBLY REQUIREMENTS INHERE APPLICABLE NITH THE ARCHITECT. GENERAL NOTES Y41TH ABBREVIATIONS WNTINUED ON 91.2 QUANTUM CON 5 U LT ING E N G IN E E R 5 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957'3901 www.quantumce.com SEAL: R 21:0 L 101VA PROJECT: 519 MAIN 519 MAIN STREET EDMONDS WASHINGTON 98020 APPROVAL: SET 15/25/1 No. !PERMIT DESCRIPTION DATE REVISIONS: P.M. DPF P.E. BED DRAWN BY, TTH SCALE: AS SHOWN DATE: 5/25/18 JOB NO. 18299.01 SHEET TITLE: GENERAL STRUCTURAL NOTES SHEET NO. ISENERAL BTRUCTURAL NOTE5 (The foiloydnq apply unless shaNn otherMse on the plans) ABWMA110NS At L Angle Penny (Nails) LIN Ll..r C. FLOOR AND ROOF FRAMINl PROVIDE DOUBLE JOISTS UNDER ALL PARAI I ri PARTITIONS THAT Diameter LL Live Load EXTEND OVER MORE THAN HALF THE JOIST LENGTH AV AROUND ALL OPENINGS IN FLOORS OR ROOF5 LLH Long Log Horizontal UNLESS OTHERY41SE NOTED. PROVIDE SOLID BLOCKING AT ALL SEARING POINTS. NAIL ALL MULTI JOIST A.B. Anchor Bolt LLV Long Log Vertical SEAMS TOGETHER INITH IOd-F NAILS @ 6" O.C. STAGGERED UNLESS OTHERN15E NOTED. ADD. Adl LONGIT. Longitudinal AIDDL Additional LT. AT. Ligil 12. F051TIVE CONNECTIONS: PROVIDE THE FOLLONING 51MFWN CONNECTORS AT TYPICAL FRAMING ALT. Alternate UNLESS OTHERHISE NOTE12 ON PLAN OR DETAIL. PROVIDE CCO/ECCO CAPS AND F135 BASES AT F05T5. APPROX. Approximate MATIL. Material PROVIDE BC BASE AIHERE P05T BEARS ON AOOO FRAMING BELOIN. PROVIDE LUS SERIES HANGERS FOR 2X ARCH. Architeat MAX. Maximum FLOOR AN12 ROOF JOISTS. CONNECTORS SHALL BE SIZED To MATC44 THE 51ZE OF THE FRAMING MEMBERS M.D. Machine Bolt BEING CONNECTED. B.U. Built-up MECH. Mechanical D/ Bottom of MEZZ Mezzanine 4q. TONGUE AND GROOVE STRUCTURAL ROOF AND FLOOR DECKING SHALL BE INSTALLED AS A RANDOM 5F Braced Frame MF Moment Frame LENGTH CONTINUOUS LAY-UP SYSTEM. INSTALL DECKING IN RAN120M LENGTHS OVER 5 OR MORE SPANS Y41TH SILK. Block MFR' Manufacturer EACH LENGTH OF DECKING OVER AT LEAST ONE FRAMING SUPPORT MEMBER. LAY V41TH TONGUES FACING BLK6. Blocking MIN. Minimum UPHARD ON SLOPED DECKING. FOR 2X DECKING THE MAXIMUM M015TURE CONTENT SHALL BE 15%. BLDG. Suilding MISC. Miscellaneous SM. Boom MK. Mark END JOINTS: D15PEnE END JOINTS AS RAN120MLY AS P0551BLE TO MAKE EVEN SEPARATION PATTERN. BPS. Booring AT LEAST 24-INCH APART AT ADJACENT PLANKS. MORE THAN I -FOOT APART AT ALTERNATE PLANKS STAN. Betrwon N. North SEPARATED BY ONE ROYI. NO END JOINTS IN 113 OF END SPAN COUR_';E BETAIEEN FRAMING MEMBERS. N6. Nocir Slide END MATCH EACH JOINT. (L Centerlino I'll Negative THE MINIMUM LENGTHS SHALL BE BASED ON THE FOLLOY1IN&; C Gamber NIC Not in Contract 2x DECKING r, TO 6 Center to Center NO. Number - NOT LESS THAN 40% TO BE 14 FEET AND LONGER. CIF Cost In Place NOM. Nominal - NOT OVER 10% TO BE LE55 THAN 10 FEET. C.J. Construction Joint or Control Joint NT5 Not to Scale - NOT OVER 1% To BE 4 TO 5 FEET. 61-6. Calling CLR. Clear O.C. On Center DECKIN& SHALL BE INSTALLED AS FOLLOA5; CIMU Concroto Masonry Unit O.D. Outside Diameter 2x DECKIN& SHALL BE TOENAILEP THROUGH THE TONGUE AND FACENAILED NITH ONE l6d COMMON NAIL PER CNTR. Center O.F. Outside Face PIECE PER SUPPORT. COUIl SHALL BE ATTACHED TO EACH OTHER YqITH 6d COMMON TOENAILS @ 50" O.C. COL. Col" O.H. Opposite Hand MAxIMUM. CONC. Concrete OFN& Opening CONN. Connections OFF. Opposite 50. Y4000 SHEATHING INSTALLED OVER DECKING SHALL BE APA RATED, EXTERIOR GLUE; EXPOSURE 1, IN CONST. Construction CONFORMANCE NITH THE REOUIREMENT5 FOR THEIR TYPE IN DOC PS-1 OR P5-2. SEE PLANS FOR THICKNESS, CONT. Continuous FAF Fovqder Actuated Fastener PANEL IDENTIFICATION INDEX AND SPECIAL NAILING REQUIREMENTS. CONTR. Contractor PART. Partition COORD. Coordinate PC Frocast UNLESS OTHERNISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP NITH FACE GRAIN CJP Complete Joint Penetration FERM. Formanont PERPENDICULAR TO DECKING. ALLOIN 1/6" SPACING AT ALL PANEL EDGES AND ENDS. NAIL SHEATHING To 05K. Countersink PERP. Perpendicular PECKIN& Y1ITH 6d GALVANIZED ROOFING NAILS (0.120" DIA) X 1.15" NAILS AT 6" O.C. EDGES AND 16" O.C. FL or IE Plate EACH NAY IN THE FIELD. OFFSET PANEL EDC 9ES PARALLEL AND ADJACENT TO DECKING JOINT BY I - ODA. Deformed Bar Anchor PLYYqD FIgHood MINIMUM. DBL. Double PJF Partial Joint Penetration DEG. Degree PREFAB. Prefabricated PET. Detail PROJ. Project OF Doug Fir -Larch PSF Found per Square Foot DIA. Diameter P51 Pound per Square Inch VIA&. Diagonal P.T. Post-Tonsioning DIAPH. Diaphragm P/T Frossure-Troated 01M. Dimension ON. Porm RAP, Radius DO Ditto RD. Round ONG. Drar4ing REF. Reference REINF. Reinforce or Reinforcement (E-) Existing RE012 Required E. East REV. Revise EA. Each R.O. Rough Opening E.F. Each Face EL. Elevation 5. South ELEV. Elevator SCH. or SCHEID. Schedule EMBED. Embedment Length SECT. Section ENGR. Engineer SHT. Shoot EOUIP. Equipment Sim. Slmlla' E.N. Each Any 5015 Slab On Gracle EXP. Expansion SPEC. Specification EXT. Exterior so. so ' FT. S'�Ur:%zt FAB. Fabric4te 50. IN. Square Inch (inches) F.B. Flat Bar 5TO. Standard FON. Foundation STIFF. Stiffener FIN. Finish STL' Steel FLR. Floor STR. Structural FRP Fiber Reinforced Polymer SUB. substitute F.S. For Side SYM. 5ymmetrical FT. Foot or root FTG. Footing T/ Top of T45 Top and Bottom &A. Gouee T46 Tongue $ Groove GAL\/. Galvanized THRU Thro'? 6L Give Laminated T.O.C. Top of Conar. . 6 RD. Gral T.O.S. Top of Steel 6RNI?. Ground T.O.N. Top of Nall 61N.B. Gypsum Noll Board TRANS. Transverse TS Tube Steel HIF Hem Fir TYP. Tyl HGR. Hanger HORIZ. Horizontal UON or UNO Unless Othorrilso Noted HSS HolloP4 Structural Section HT. Height VERT. Vertical VIF Verify In f9old I.D. Inside Diameter I.F. Inside Face Vi. yiest IN. Inch Vil or Yq/ Nith INFO. Information NO Hood INT. Interior A.H.5. Yielded Headed Stud Yi/O Mthout JT. Joint AP Nork. Point A.T.S. Yielded Threaded Stud KSF Kips per 5cpare Foot AAF Yielded Il Fabric KSI Kips per Square Inch X SECT. Cross Section X-STR Extra Strong 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.M FAX 206.957.3901 www.quantumee.com SEAL: R 211 L ONAL PROJECT; 519 MAIN 519 MAIN STREET EDMONDS WASHINGTON 98020 APPROVAL: PERMIT SET /25/181 No. I �ESCRIPTION i6DATE 1BY ISSUES: REVISIONS: P.M. DPF P.E. BSID DRAWN BY: TTH SCALE: AS SHOWN DATE: 5/25/18 JOB NO. 18299.01 SHEET TITLE: GENERAL STRUCTURAL NOTES SHEET NO. S" 1. 2 REC.r:,qvFlD t,!,Ay 25 2019 DEVELOPMENT SERVICES COUNTER ----------- -- --------------------- ------------ Z CAM. KALLS 4 FOUNDATION CONC. INIALL (E) GO SLAB- L----------- -------------- ------------------------ ------------------------ _j LONER LE\/EL PLAN 50ALE: 1/4" 1'-0" LOPER LEYELMOADATION NOTES: LESM 1. ALL 12IMEN51ONS AND ELEVATIONS ON THE STRUCTURAL PLANS ARE INDICATES FOOTIN(7 FOR 6ENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE ,HITECTURAL DRANING5 BEFORE CONTRACTOR NITH THE ARC 41 CONSTRUCTION BENZ. ANY 12150REPANCIES SHALL BE 5RCUr;,HT TO INPICATE5 FOUNDATION NALL, Y4001? BEARIN57 THE ATTENTION OF THE ARCHITECT AND ENC71NEER IMMEDIATELY. KALL OR SHEAR AALL ABOVE FLOOR FRAMINC, 2. SEE SHEETS 91.0 AV 51.1 FOR &ENERAL STPUCTURAL NOTES AND INDICATES FOOTING ABBREVIATIONS. SEE SHEET 55.0 FOR TYPICAL CONCRETE AND FOUNDATION DETAILS. SEE SHEET 54.0 FOP TYPICAL Y40017 MAILS. INDICATES WOMU AALL. SEE 6ENERAL NOTES AND 5. AHERE NEA CONCRETE 15 CAST A&AINST EX15TIN6 CONCRETE DETAILS FOR REINFORCIN6 REMIREMENTS FOUNDATIONS, DRILL AND EFOXY #4 VOYIELS x 3'-0" LONG To LAP VqITH THE NEYq FOOTING LONGITUDINAL REINFORCIM (5" MINIMUM INDICATES YOOD, DEARIN6 EMBEDMENT). KALL OR SHEAR NALL ABOVE. 4. ALL NooD BEARIM ON UNPROTECTED CONORM, EXF05ED TO INDICATES NON-BEARI%/ AEATHER, OR AITHIN 5' OF FINISHED 6RADE SHALL BE NON -SHEAR AALL ABOVE. PRE55URE-TREATED, UD.N. 5. FOR SILL PLATE ANCHOR DOLT LAYOUT TO CONCRETE FOUNDATION AALLS AND SLABS, SEE DETAIL 1/54.0. 6. POSTS INDICATED ARE AT TH15 LEVEL. ALL POSTS NOT SPECIFIED SHALL BE (2) 2x LAN. SOLID 5AAN MEM13ERS OF BOUIVALENT 51ZE MAY BE SUBSTITUTED FOR BUILT-UP MEMBERS (SUC44 AS A 4xb FOR (3) 2x4). j QUA m T u Rfl CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: R L L PROJECT: 519 MAIN 519 MAIN STREET EDMONDS WASHINGTON 98020 APPROVAL: PERMIT SET 15/25/18 NO. I DESCRIPTION I DATE BY ISSUES: REVISIONS:A P.M. DPF P.E. BSD DRAWN BY: TTH SCALE: AS SHOWN DATE: 5/25/18 JOB NO. 18299.01 SHEET TITLE: LOWER LEVEL PLAN SHEET NO. S2.0 RECEIVEEK) %y 25 2013 DEVELOPMENT SERVICES COUNTER 2 MAIN LE\/EL FRAMINIS, FLAN WALE: 1/4" = 1'-0" 1. MAIN LEVEL FLOOR FRAMING NO : ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIE12 BY THE I. PROV112E SOLID OR IBUILT-UP VOOD F05T5 BENEATH THE ENDS OF LESM NVICATES FRAMING 01RECTION ALL FLOOR BEAM5 AND ALL POSTS ABOVE FOR FULL BEARING. 4!CNIPICATES, CONTRACTOR KTH THE ARCHITECTURAL DRANINGS BEFORE CONSTRUCTION BEGINS. ANY DISC ,REPANCIE5 SHALL BE BROUGHT PROVIDE 131-K6. AT J015T5 PER DETAIL 1/54.1. EXTENT OF FRAMING TO THE ATTEN71ON OF THE ARCHITECT AND ENGINEER IMMEDIATELY. ALL HEADER5 NOT SHOAN ON PLAN SHALL BE (2) 2xlO FOP EXTERIOR INDICATES V4001213EARING 2. SEE SHEETS SID AND 51.1 FOR GENERAL STRUCTURAL NOTES BEARING AALLS AND (2) 2xI0 FOR INTERIOR BEARINry NALL5. HALL OR SHEAR YiALL ABOVE. AND ABBREVIATIONS. SEE SHEETS 54.0 FOR TYPICAL SEE 10/54.1 FOR HEMEF DETAIL. SEE PLAN NOTES 5 AOOD DETAILS. q. FOR TOP PLATE 5PLIrE SEE DETAIL 6/54.1. INDICATES A0012 BEARING 3. TYPICAL FLOOR FRAMING CONSISTS OF 25/32" APA RATED T46 KALL OR SHEAR KALL BELOK SHEATHING (INDEX 48/24), LAID FACE GRAIN PERPENDICULAR OVER INDICATES NON-BEARIN6/ 2x6 HF#2 JOISTS AT 16" O.C. HANG J015T5 INITH HU FACE MOUNT NON-5HEAR KALL ABOVE. HANGERS TYPICAL AT FLUSH BEAMS, U.O.N. 4. NAIL FLOOR SHEATHING To FRAMING AITH ad NAILS (0.131"0 x 25, 4D—I# NVICATE5 HEADER MEMBER. LONrz,) AT 6" OL. AT ALL PANELS EVOE5 AND ad NAILS AT 12" OL. AT 5EE PLAN NOTE 6 INTERMEDIATE FRAMING MEMBERS (UNBLOCKED). SEE DETAIL 6/94.0. INDICATES MULTIPLE STUD POST ABOVE. S. ALL BEARING AND SHEAR KALLS SHALL BE 2x4 @ 16" D.C. INTERIOR AND SEE PLAN NOTE 6 2x6 0 16" O.C. EXTERIOR U.O.N. 6. POSTS INPICATEP ARE AT TH15 LEVEL. ALL P05T5 NOT SPECIFIED SHALL BE (2) 2x U.O.N. 50LID SAINN MEMBERS OF EQUIVALENT 51ZE MAY BE SUBSTITUTED FOR 13UILT-UP MEMBERS (SUCH AS A 4xb FOR (3) 2x4). x8 @ WOL. INFILL / 2" CONC. TOPPING 0 SEAL Ub%mlru Rfl CONSULTING ENG INEE RS 1511 THIRD AVENUE SUITE 323 SEATrLE, WA 98101 TEL 206.957.3900 FAX 206.957'3901 www.quantumce.com R ov 211 L PROJECT: 519 MAIN 519 MAIN STREET EDMONDS WASHINGTON 98020 APPROVAL I PERMIT SET 16/25/181 NO. I DESCRIPTION. I DATE BY ISSUES: REVISIONS: P.M. DPF P.E. BSD DRAWN BY: TTH SCALE AS SHOWN DATE: 5/25/18 JOB NO. 18299.01 SHEET TITLE: 9AIN LEVEL FRAMING PLAN SHEET NO. 2/54.0 (2) 2x8 vi/ %"xb" F[ITCH fE vq/ %"0 BOLTS @ 12" C., lyp. (N/ �NTLJWTII BEINEEN (E) 2x RAFTERS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (E) 2x& @ lb"O.C. - - - - - - - - - - - - - - - - - - - - - - - �fl (E) 2x& @ 16" O.C. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2x ELKS. (2) 2xb JOIST (2) 2x8 (E) JOIST OUTLINE OF MECHANICAL UNIT - - - - - - - - - - - - - - - - - - - - — (2) 2X6 - - - - - - - - - - -- L 54 (E) 2x& @ fb" O.C. FE75i� X-- (E) J015T S/54.0 �1)1� TT- 1)1� (2) 2xe� 0 J015T (2) 2x8 4- 1/54.0 (E) J015T c-Z (2) 2x6 (E) 2xe? 0 16" O.C. M (E) 2x8 111, 16' O.C. (2) 2X8 :2xb @ 16" O.C. 7 ---------- t ------------------------ I ---------------------- ---------------- ----------- F I ----------- E 12/54.0 ROOF LE\/EL FRAMING, PLAN SCALE: 1/4" = 1'-0" (E CONCRETE MLL ROOF FRAMINIrz 1. ALL DIMENSIONS AN12 ELEVATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR P41TH THE ARCHITECTURAL DRAY41N(95 BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENC71NEER IMMEDIATELY. 2. SEE SHEETS 51.0 AND 51.1 FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS. SEE SHEETS 54.0,54.1 AND 54.3 FOR TYPICAL NOOP DETAILS. 3. TYPICAL ROOF FRAMING CONSISTS OF 15/32" APA RATED SHEATHING (INVEX 32/16), LAID FACE GRAIN PERPENDICULAR OVER 2x FRAMING @ 24" O.C., U.O.N. 4. TYPICAL ROOF JOIST SHALL BE 2xb HF#2 @ 24" O.C, U.O.N. HANG JOISTS Y41TH L55U FACE MOUNT HANGERS TYPICAL AT FLUSH BEAM5, U.O.N. 5. NAIL ROOF SHEATHING TO FRAMING AITH bd NAILS (0.151"(P x 25" LONG) AT 6" O.G. AT ALL PANELS EDGES AND &d NAILS AT 12" O.C. AT INTERMEDIATE FRAMING MEMBERS (UNBLOCKED). SEE DETAIL (5154.0. 6. PROVIDE 50LID BLOCKING BETTfEN EACH ROOF SUPPORTS. 1. PROVIDE SOLID OR BUILT-UP YqOOD POSTS BENEATH THE ENDS OF ALL ROOF BEAMS FOR FULL BEARING. INDICATES FRAMING DIRECTION INDICATES EXTENT OF FRAMING INPICATE513EARIN65AALLOR SHEAR KALL BELOIN. INDICATES HEADER MEMBER. QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE323 SEATTLE� WA 98101 TEL 206.9573�)(O FAX 206.95735101 www.qLmntumce-com SEAL: P. L L PROJECT: 519 MAIN 519 MAIN STREET (E) CMU KALL BELOA EDMONDS WASHINGTON 98020 APPROVAL: PERMIT SET NO. DESCRIPTION DATE 113Y issurs; REVISIONS: A P.M. DPF P.E. BSD DRAWN BY: TTH SCALE: AS SHOWN DATE: 5/25/18 JOB NO. 18299.01 SHEET TITLE: ROOF LEVEL FRAMING PLAN SHEET NO. S2.2 6! K !V x IV2" PREMOLDED CONT. MASTIC JOINT STRIP. PIPE SLEEVES (JOINT MAY BE SAA-CUT AS REQUIRED. NALL NHERE OCIURS AT CONTRACTOR'5 OPTION) In < PROVIDE CONTROL OR .-ca CONSTRUCTION JOINTS IN REAK #4 CONT. HORIZ. SLA135-ON-raRAVE TO B #4 x 2'-0" @ 16" O.c. UP DONEL5 NI EPDXY JOINT 5LAB-ON-6RAVE INTO SMALL 43 4" EMBED. SQUARE OR APPROXIMATELY CONG.SLAB SECOND FOUR RECTANGULAR AREAS. NO ACUTE 4 i PER PLAN FIRST FOUR AN(vLE5. THE RATIO OF LON& TO r #4 CONT. HORIZ. (E) CONC. SLAB KEYED COLD JOINT SHORT 51DE DIMEN51ON SHALL SEE PLAN FOR SLAB NOT EXCEED 1.5. MAXIMUM JOINT CON0.51-AB PER PLAN THICKNE55 AND CONTINUE REINr. SPACING SHALL NOT EXCEED 36 Y ]� - - , REINFORCIN& (TYR) THROU(714 JOINT TIMES THE 51LAE-ON-GRAVE PR _rM�l[,LA,,_ON,&I 5L 0 _C AB S,U E 'r A E _AVA Xr NOT ALL, 5 ON T q�E EL THICKNESS IN EACH DIRECTION. CONTRACTOR SHALL SUBMIT NOT ALLONEV JOINT LAYOUT PLAN TO BELON TH15 �e Loll L LINE (2) #4 CONT. BIOT. ARCHITECT FOR APPROVAL. y MIw. 2 1� MIN. I co lb' (2) #4 CONT. 50T. 2'-0" PLASTIC VAPOR BARRIER �Qm_- PIPES MUST RUN (NHERE OCCURS) AND PERPENDICULAR THROUSH CMTIW710N JOINT COMPACTED GRANULAR NALL (NOT 5KENED) I -ILL PER (7EOTECHNIr.AL REPORT TYPICAL PIPE AND TREWH LOCATIaS SCALE, NONE :2 MAIL SCALE; 1'4-0' MAIL MICAL SLAB-OWISRAVEJOIN75 PstpwiaLAR To FoanNs VALE; 1'=I'-O' 14 SHEATHIN6 AND PANEL ED&E NAILIN& J015T PER PLAN PER PLAN 2'CONC. W V2 LB/CU YARDS J015T PER PLAN D5 OF FIBERME5H 300 2" CONC. A/ P2 LBICU YARDS OF FIBERME514 2xb LED61ER Y41 VO 300 FLOOR FIN15H (E) CONC. NALL TITEN HO. @ K 5" O.C. - AND FT9. 4" MIN. EMBED., TYP. 2x6 LEDGER Yq/ (2) ROA5 %"(P TITEN H12 #4 GONT HORIZ. 5HEATHINC7 AND @ 16" O.C. 5TAr7iSER PANEL ED&E NAILIN& H167H 4 LON - EMBED PER PLAN 71\\ 4" MIN. CONCS. SLAB (E) CONC. u vi L 5LA13 L (E) CONC. SLAB (E) CONC. (E) CONC. (E) rMU — (E) rONC. NALL — NALL NALL NALL DETAL SCALE: r-r-o- DETAIL SCALE: rzir-o' (01 MAIL SCALE: 1'=I'-O' MAIL SCALE: I'=I'-o' NF COLUMN PER PLAN — I" NONI-5HRINK &ROUT CONC.SLAB PER PLAN — u, �m a EASE fE % N/ (4) ?/4"(P ANCHORS (E) rONr,. NALL s r-Tr,. [TT�� J -IU6 -ILL f ItAll EF M7'OX'r INTO (E) FT(5. - EMBED 4" MIN. (5) #4 E.N., TOP 4 BOT. rSCALE: '=l'-o' MAL SCALE: 1"4-0' 1101 mrAIL DETAIL SCALE: I'=I'-o' I I-] QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE323 SEATTLE WA 98101 TEL 206257.39DO FAX 206 - 957.3901 www.quentumce.com SEAL: P. 219 L PROJECT: 519 MAIN 519 MAIN STREET EDMONDS WASHINGTON 98020 APPROVAL. I PERMIT SET 16/26 81 NO.1 D 1 DATE113Y ISSUES: REVIEunNst 7� P.M. DPF P.E. RED DRAWN BY. TTH SCALE: AS SHOWN DATE: 6/25/18 JOB NO. 18290.01 SHEET TITLE: CONCRETE DETAILS SHEET NO. S3.0 R XFc F I v �_- [) ?�AY 25 2013 DEVELOPMENT SERViCES COUN FER 16d NAILS @ 6" O.C. l(od NAILS @ 6' O.r,. PANEL E96E NAILIN& 2x T46 2x FLANKING 5154D PER PLAN 4- 241, ROOF SHEATHIN6 2x BILK6. 6154.0 2xb RIM PER PLAN 5/54.0 :2x T46 SIN. 4 4/55.0 > ROOF 5HEATHINC, - - - - - - - - PER PLAN V4 - - - - - - - - - - - - - - (E) STRIP SHEATHING + BEAM PER PLAN 4" )NOOD MEMBERS A35 EA. 51DE OF FLITCH J015T PER PLAN - PER PLAN BEAM TO 20 RIM 1,, 4" STEEL It PER PLAN TYF. (E) JOIST H/ LUC (4) %"0 BOLT5 CENTERED ON CENTERED ON INOOD (4) %"(P N.T.5.13EAM 5ERIE5 HAN&ER 117 BEAM @ 4" O.G. &AC7E MEMBERS TO BASE IE (E) NIF BEAM 2x 5LKC7. (E) J015T PER PLAN BEAM PER PLAN (E) BEAM PER PLAN LIFTED UP TO - 10'-0" STEEL fE PER PLAN A.F.F. vil V0 A.T.5. @ 32" O.C. TO (N) NAILER PETAIL SCALE, 1'=I'-O' DETAIL SCALE, 11/2'4-0' MAIL SCALE: 1 1/2'zl'-O" 14 A35 EA. 51DE OF BEAM PER PLAN FLITCH BEAM TO W RIM �'4 2x T4(7 2x BLK(5. 2x8 RIM TOENAIL 8/54.0 TO (E) -JOISTS Q (4) %NP KT5. BEAM TO 3/a" V4 BASE fE :2x T46 N 4 2 �-AL (E) J015T — BEAM PER PLAN (4) %"0 N.T.S. BEAM TO BASE IE TYR BEAM PER PLAN r BEAM PER PLAN TYP. DETAIL SCALE: V=1`0" DETAIL SCALE; I'zl'-O" SCAM 1 1/2'zl'-O' DETAIL SCALE: 11/2'zl'-O' Typ lfl (5) 51OF-5 .1-AP Nb BEAM PER PLAN STIFFENER IE TYP. COLUMN PER PLAN DETAIL SCALE: 1'4-0" DETAIL SCALEt 1'=I'-O' 110 MAIL DETAIL QUANTUM CONS U LTI N 6 E N G IN E E R S 1511THIRDAVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.95733" FAX 2DS.9573WI www.quantumee.com SEAL: R 218 L PROJECT: 519 MAIN 519 MAIN STREET EDMONDS WASHINGTON 98020 APPROVAL: I PERMIT SET 5/25/18 NO. I DESCRIPTION DATE BY ISSUES: REVISIONS: A P.M. DPF P.E. BSD DRAWN BY. TTH SCALE: AS SHOWN DATE: 5/25/18 JOB NO. 18299.01 SHEET TITLE: DETAILS SHEET NO. S4.0 RrEcEwpo 'AAY 2E, 2,31j DEVELOPMENT SERVICES CoulvTER