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APPROVED FIR BLD RESUB 1 BLD2022-1395+Architectural_Plan+11.18.2022_10.10.37_AM+3227793PERMITTING & DEVELOPMENT BUILDING DIVISION 121 5th Avenue N P: 425.771.0220 www.edmondswa.gov RESUB Nov 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVAL STAMP PAGE PLEASE KEEP WITH THE PLANS City Of Edmonds Building Department Work OFFICE REMODEL --------------- -------------- Address 326 ADMIRAL WAY Owner PORT OF EDMONDS -------------------------' Approved Date ; 11 /29/2022 ------------------------ Building Official r(,(/er ------------- ----- Permit Number BLD2022-1395 Separate plumbing and Mechanical permits required. Approved DFM otir'Ls gurt South County Fire Date: 12/01/2022 APPROVED PLANS MUST BE ON JOB SITE NOTE: This Stamp page must remain with the city approved plans at all times. Failure to have this Stamp page with the City approved plans could result in delay of the inspections including the FINAL inspection. If lost please contact the city as soon as possible to find a solution. Thank You. GENERAL NOTES ABBREVIATIONS IMPORTANT: General Contractor is res onsible for readingand complyingwith all general notes on this page and general and sheet notes on drawingsheets following. Notify Tull & Assoc. an questions or discrepancies prior to g Y Y Y q P P installation of work. 1. Contractor is to verify all dimensions and conditions on site and notify Tully & Assoc. of any discrepancies in a timely manner prior to construction. p 2. Standard specifications and details for tenant improvement work are referenced on the drawings and apply to the work as if included herein. Reference is to Architects handbook for this building, including current revisions. PP Y g g 3. All work shall conform to applicable current Federal State and Local codes. The Contractor is to provide for all required pP p q notification of and coordination with city and state agencies, and provide required permits to the owner. All tests and inspections associated with obtaining approvals to proceed with and complete the work shall be paid by the contractor. 4. As inferred in the contract document, the contractor is to include materials necessary for the execution of the work. By submitting a proposal, the contractor and all of his subcontractors represent that they have made a thorough examination of the site and all existingconditions and limitations and that the each have examined the contract documents in Y complete detail and have determined that the drawings, specifications and existing conditions are sufficient, adequate and satisfactory for construction of the work. Where minor adjustments of the work are necessary for purposes of fabrication or installation of items, or resolutions of conflicts between items, within the intent of the contract documents, the contractor shall make such adjustments at no added expense to the owner. Where such minor adjustments effect functional or aesthetic design of jthe work, they shall be submitted to Tully & Associates for review and approval. 5. Contractor is to provide owner with a construction schedule prior to beginning of construction. 6. The contractor shall coordinate all operations with the Owner and Building Owner, including area for work materials storage, access to and from the work special conditions or noisy work timing of work interruption of mechanical and g �• p Y � g � P electrical services and relocation of existing equipment, casework, fixtures, fittings, etc. Noisy or disruptive work shall be scheduled at least one week in advance of when the work is to commence, during hours of the day as specified by the owner. 21. Contractor shall provide a seamingdiagram of proposed carpet layout for review b Tull & Assoc. prior to installation of carpet nd gad on •obsipe. p Y Y Y P P P J 22. The Life Safety System requires a separate permit from the sprinkler system permit. 23. Prior to application for final payment, contractor shall provide all record documents to tenant PP P YI P construction coordinator upon completion of tenant construction. 24. Contractor shall be res Onsible for the general cleaning of the job during construction and at the P y y � y completion of the job. Cleaning shall include interior of the building, path of travel to the jobsite and shall include the parking lot, e evators, lobbies and corridor carpet. 25. DO NOT SCALE DRAWINGS. Dimensions govern. Large scale details govern over small scale drawings. 26. Contr. shall use exhaust fans. Direct outside air ventilation must be used to remove toxic fumes. 27. Building owner will provide a temporary facility within building for any minor on -site finish work „ which needs to be done. However, contractor shall do the majority of stain and finish work off -site as is reasonably feasible to protect the other tenants from toxic yfurnes. Contractor shall provide owner with schedule of items to be finished on -site . ACT Acoustical Ceiling Tile FF Finish Floor PR Pair ADJ Adjustable FLUOR Fluorescent PART Partition AFF Above F ish Floor FO Face Of R&S Coat Rod And Shelf AP Access Panel FT Foot Or Feet RAID Radius B(S Approximate Standard FURR Furring RB Resilient Base CL Centerrne GC General Contractor REFR Refrigerator GL Glass CPT Carpet GWB G sum Wallboard REQ Required BD Board HM Holplow Metal RM Room �G Huilding HT Height RO Rough Opening Bottom Of ID Inside Diameter SECT Schedule BM Beam INSUL Insulation SECT Section CAB Ea�iinet IN InchesSH Shelf CLG eng KIT Kitchen SHT Sheet CONT Continuous MAT Material SIM Similar orror MAX Maximum ST Stair 0� Eou4er EN MECH Mechanical STD Standard CTR Center [NR Manufacturer STL Steel DET Detail MMinimum SUSP Suspended DF Drinking Fountain MIR Mirror TEL Telephone IA Diameter MTL Metal TI Tenant Improvement HWG Drawing MUL Mullion TO Top Of EL Elevation NIC Not In Contract TYP Typical ELEC Electrical NOM Nominal UON Unless Otherwise Noted EMER Emergency NTS Not To Scale VCT Vinyl Composition Tile EP EElect ical Panel OD Outside Diameter VIF Verify In Field EQ --qua[ OFCI owner Furnish d /I W With EQPT Equi p.ment Contractor Insefailed W� Wallcoverin EXST Existing OFF WD Woodg FA Fire Alarm OPNG 8fficQ ening p WH Water Heater FEC Fire Extinguisher Cabinet OPP Opposife W/O Without FEVC Fire Extinguisher/valve Cabinet PLAM Plastic Laminate F-FIN Factor Finish PLYWD Plywood FL Floor y PPL OT Polished 1221 E Pike Street it 2 Suite 05 Seattle, WA 98122 tel. 206.682.0954 T U L L Y ASSOCIATES S C OTT C 0 N N 0 R A R C H I T E C T 8879 REGISTERED AR ITECT Scott A°n Connor STATE OF WASHINGTON SYMBOLS � CENTER LINE � BREAK LINE A'6 DETAIL REFERENCE 6. The contractor shall coordinate all operations with the Owner and BuildingOwner, includingarea for work materials storage, access to and from the work P ecial conditions or noisywork timingof work interruption of mechanical and electrical services and relocation of existing equipment, casework, fixtures, fittings, etc.' Noisyor disruptive work shall be scheduled at least one week in advance of g whenthework is to commence, during hours oftheday as specified by the owner. 7. All work shall be performed in accordance with the highest standard of workmanship in general and with such standards as are specified. P 8. Contractor shall submit samples of all non -building standard finishes rior to installation for Tully & Assoc. approval. Contractor shall rovide shopdrawings(paper se ias and roduct data minimum 2 sets for Tull & Assoc. a roval on all p g ) P ) Y PP special items requiring custom fabricated work. I ypes of samples and their min. required submittal sizes are listed as follows. Paint with exact finish 8 1/2" x 11" Wood Stain (veneer or solid) exact finish 6" x 6" Wall covering 4 x 4 Plastic Laminate and Metal finishes 2" x 3" Floor Finishes (Except B/S carpet) Vinyl Composition Tile (VCT) 3 x 3 Rubber the 3" x 3" �� �� Wood with exact stain and finish 2 x 6 Stone (granite, marble etc.) 4" x 4" DIMENSION TO FACE OF STUD,. 0 REVISION MASONRY OR FRAMING. DIMENSION TO CENTER PORTION MATCH LINE Fh LINE CONSIDERED DIMENSION TO FACE SECTION SECTION REFERENCE OF FINISH V.4SHEET WHERE DRAWN STAIR DIRECTION � ELEVATION DETAIL A SHEET WHERE ELEVATION REFERENCE DETAIL REFERENCE A.4 DRAWN SHEET WHERE �ha � ilcate DRAWN irecion rawn� NO. TYPE HARDWARE DOOR MARK A 1 A a COLUMN GRID LINE � DATUM POINT / LETTERS IN ONE DIRECTION ® ROOM NUMBER NUMBERS IN THE OTHER U ICI e N SHEET INDEX COVER SHEET A-0.0 DEMOLITION / CONSTRUCTION PLAN A-2.1 DEMOLITION REFLECTED CEILING PLAN A-2.2 REFLECTED CEILING PLAN POWER/COMMUNICATION PLAN A-2.3 FINISH PLAN EXIT PLAN A-2.4 BUILDING ACCESSIBILITY PLAN A-2.5 DETAILS D-1 DETAILS p-2 STRUCTURALNOTESS-1.1 STRUCTURAL PARTIAL FRAMING PLANS S-2.1 STRUCTURAL DETAILS S-3.1 PROJECT INFORMATION Samples are to be clearly marked and keyed to Tully & Assoc. numbering system on the contact documents. Contractor shall provide a min. of two samples for approval so that Tully & Assoc. can keep one on file as a control sample. Contractor shall assume full liability for the re -installation of materials due to incorrect specifications if the above procedure is not followed. e0 0 OWNER PORT OF EDMONDS SITE PLAN 1/32°=1'-0" EDMONDS YACHT CLUB I BUILDING MANAGEMENT 300 ADMIRAL WAY 9. Contractor shall provide hoisting for items, tenant furnished contractor installed (TFCI Such items will be delivered by tenant to designated areas for hoisting. Tenant shall be responsible for coordination of ICI items with the contractor and/or the owner. 10. Contractor shall provide fire-retardant-treated(FRT)wood blockin or 6" wide metal backin in artitions for all wall g g p mounted fixtures and devices, as required per building standard details, unless indicated otherwise on the drawings. Backing shall extend to next stud beyond end of wall mounted fixture. Fixtures and devices included in the scope are: U per and lower cabinets/casework Work counters Coat rod and shelf unit Shelving (Brackets and standards) Bookcases(Over 42 in hei ht Tenant furniture attached to wall (See Furniture Plan) 11. All fireproofing disturbed during demolition or construction shall be replaced to match original material and thickness. Obtain approval from city, as required. 12. All existing millwork, hardware, and mechanical and electrical items removed shall be returned to the owner. Contractor shall inspect and utilize any existing doors, hardware, light fixtures, diffusers and any other items available for new contruction at Tully & Associates and Owners approval. 13. If the building will be occupied by owners tenants during construction period, protect personnel from harm and injury whether they area passerby occupant of existing building or visitors to the site. arefully maintain and protect existin p q equipment and facilities during construction including monuments, bench marks, and their reference points; if destroyed or disturbed, replace as directed. 14. Existing work lama ed as a result of work done under this contract shall be repaired to original condition and finished to match adjacent finis es, sub,Iect to owners approval, at no additional cost to owner. All replacement materials required to match existing materials shall do so in respect to type, pattern, texture, size, sh.ape, color and method of installation insofar as is practical, and shall be approved by Tully �c Assoc. and Owner prior to installation. Existing materials which to be removed may be used for patching, but only with the express approval of Tully & Associates and Owner. WATER 12-01-2022 PLAN REVIEW NOTES: APPROVED DEFERRED SUBMITTALS:p 1. FIRE ALARM 2. SPRINKLER DFM BURT PROJECT NORTH NOR TH EDMONDS WA 98020 CONTACT: RON COLEMAN EMAIL. rwcoleman1957@gmail.com PHONE: 206.255.1662 pp n� �� ICI > N m LL (� U \ 0 r / 00 U Q Q 3: V) V) 0 0 0 0 0 0 N 0 WI`() Ware 63'_°.. 9_°.. ,_°.. 9_°.. 16'-0" o � �Q 5'-C TENANT ZEVENBERGEN CAPITAL INVESTMENTS RAW UP paw15'_0„ V 4„ �/ �� / EDMONDS YACHT CLUB �� X BUILDING EDMONDS YACHT CLUB LOCATION 326 ADMIRAL WAY, EDMONDS WA 98026 DESIGN FIRM CONTACT TULLY & ASSOCIATES CONTACT: TRICIA TULLY EMAIL: TRICIA@TULLYA.COM PHONE: 206.682.0954height) BUILDING CODE INFORMATION>_ PROPOSED USE COMMERCIAL OFFICE SPACE P DOCK WATER CODE 2o1816C CONSTRUCTION TYPE TYPE V-B with Automatic Sprinkler System with Quick Response Heads ,°°._°° ZONE CW COMMERCIAL WATERFRONT 72-0 9 N 3ST�5 TENANT SPACE - SUITE A FLOOR 2 3,331 USABLE SQ. FT. TENANT SPACE -SUITE B FLOOR 2 1,726 USABLE SQ. FT. TOTAL SQUARE FOOTAGE FLOOR 2 5,057 USABLE SQ. FT. KEY PLAN 1/1611=11-011 OCCUPANCY GROUP B 15. All existing mechanical/electrical equipment and services disrupted or removed during construction shall be restored and replaced C.O.N. Where existing plumbing fixtures are removed, cap the supply, vent, and drains above the ceilingq and below the floor, & patch openings. Remove fittings from walls and patch opening to accommodate the required finis�"h. 16. Installation of mechanical, electrical, and structural systems will require opening some existing walls, ceilings, or floor cavities. The contractor shall be responsible for the repair of these openings to match existing, except where noted otherwise. Fill all holes and voids in floors, walls and ceilings which result from installation or work, and removal of existing materials and equipment required by this contact. Use approved fire stopping materials to seal openingqs in fire rated construction. Maintain required level of separation at all times. Patched areas shall match the materials, finishes, and levels adjacent; or shall be put in the proper condition to receive the finish indicated. �� _ �_ �� SCALE: 1 0 UON ISSUE: BID DATE: 9.16.22 ISSUE: PERMIT DATE: 10.12.22 ISSUE: REVISED PERMIT SET DATE: 10.20.22 BALCONY �`°°Nr c ,J BUILDING CODE 2018 INTERNATIONAL BLDG CODE (IBC) WAC 51- 50 2018 INTERNATIONAL EXISTING BLDG CODE IEBC FIRE CODE 2018 INTERNATIONAL FIRE CODE (IFC) INCL. APPENDIX B&C ENERGY CODE 2018 WASHINGTON STATE ENERGY CODE (WSEC) WAC 51-11 C405.10 MECHANICAL CODE 2018 INTERNATIONAL MECHANICAL CODE (INC) WAC 51_ 52 ELECTRICAL CODE 2017 WCEC WITH 2O20 NEC UPDATES 17. Openings for new work that penetrate existingstructure shall be coordinated with owner prior to commencingthe work. An ening over 2" in diameter shall be rviewed and approved b owner.Throu h concrete slabs or walls or masonry Any alg round holes shall be core drilled with a diamond drill and all rectangular openings shall be cut with a diamond saw. In no case shall any structural member be cut. Keep over cutting to a minimum. Maintain continuity and integrity of fire separation at all times. Grout around conduits passing throu h concrete walls and floors and masonry y Y p P y Y walls. Make patches w/ neat, trimmed edges, match adjacent existing work. Ref: note 15) SUITEA °" PLUMBING CODE 2018 UNIFORM PLUMBING CODE (UPC), WAC 51-56 & 51-57 INCL APPENDIX CHAPTERS H & L - EXCL SECTIONS L5-L7 & "LAWN SPRINKLER HEAD" FROM TABLE 6-4 OF APPENDIX L ZONING CODE CITY OF EDMONDS ACCESSIBILITY CODE PER ICC AlA117.1-2009 ACCESSIBLE AND USABLE BUILDINGS & FACILITIES ISSUE: CORRECTED PERMIT SET DATE: 11.18.22 RAWN BY. SMC 18. A minimum clearance of 7" shall be maintained between suspended ceiling and new ductwork, piping, conduit, cable trays, etc. for lightingfixture placement. Contractor shall coordinate the work of other trades. Discrepancies, if any, shall be brought to the atention of the owner for resolution before proceeding with the work. 19. Contractor shall provide floor leveling as may be required at sliding doors, relites without base, cabinet work, and all „ other locations requiring level substrate. Feather changes in elevation over sufficient area to limit transition slope to 1 /8 per foot. Materials, articles, devices, and products are specified in the documents by reference to building standards, by listing acceptable manufacturers or products, by requiring compliance with reference standards, or by performance specifications. For items specified by name, select any product named. For those specified by reference standard or by performance specification, select any product meeting or exceeding specified criteria. For approval of an item not specified, submit a request for approval of the substitute separately. From required submittals , rovide complete back-up information for q P P � P P purposes of evaluation. Where building standard items are specified, no subs itute will be accepted. ° 50 18" m 6„ 2 W°MEN= o ME6- ELE" °" SUITE OPEN BELOW %' 'E - «- FLOOR 2 1/16„_ -1-0 t t 13' "? "0 8 2 , N O RT 1:1 AREA OF WORK COVER SHEET A-0.020. RESUB Nov 18 2022 CITY OF EDMONDS DEVELOPMENTSERVICES DEPARTMENT LEGAL DESCRIPTION PARCEL NUMBER: 27032300401400 LEGAL DESCRIPTION: SEC 23 TWP 27 RGE 03 BEG INT SLN SEC23 WITH W MGN ADMIRAL WAY TH N41*48 OOE ALGSD W MGN TO SWLY MGN DAYTON ST TH NWLY ALG SWLY MGN DAYON ST & EXT THOF TO INNER HARBOR LN TH S44*59 30W ALG SD INNER HARBOR LN TO S LN SEC TH WILY ALG SLN SECTO POB EXC BLDGS ONLY ON 232702-4-014-0104 SUITE A OPEN PORTFOLIO OFFICE MANAGEMENT AREA OF WORK 1221 E Pike Street A COLLABORATION PRIVATE 209 208 207 Suite 205 ll II II � °FF'�� Seattle, WA 98122 II ll II II ll E2170 / J tel. 206.682.0954 II II ll / II II 4 I ll II II II / Tv I ASSOCIATES BALCONY E 4 \\ BALCONY / I BALCONY \ N BALCONY / 01 jE C �i/ ■ B — �I a I PRIVATE S C 0 T T C 0 N N 0 R �i���! /� 12„ OFFICE 2'-7 206 A R C H I T E C T �G 8879 1 O PEN OFFICE 205 REGISTERED AR ITECT41 p/ E Scott A an Connor NOT IN CONTRACT �� �j I STATE OF WASHINGTON ITS NOT IN CONTRACT I I PRIVATE I PRIVATE OFFICE OFFICE SERVER ALIGN CONFERENCE ALIGN 213 I 204 2'-2" 211 02 212 03 E O COSY % f C O B E A ■ w LU Z LL V a O PRIVATE 6, O OFFICE DIN 5'-6" ® DIN 1 Z 203 0 E JE B Q ALIG WAITING AREA 1 D O ==� \ — — — — — ---- 2 o C7 1 D_1 1 ® TV 201 6„ OE I NOT IN CONTRACT -ll _J D C ¢ 04 R � — D-1 ROOM E 05 2 A—C L N NOT IN CONTRACT ELOCAT C � 215 d -5 1/2"' ALIGN O EXSTG O RELITE PRIVATE OFFICE � WOMENS MENS DIN1/2" OPEN o D11 " EQ. ® OEQ. E 202 ELEV 0 OFFICE -7 1/ D_1 12 11 216 B g 061. ALIGN A WOMENS MENS DIN�_— ELEV. II I /— \� 0 L, B iv 7 1 /2" a a III SHARED CWO LL \ OPEN TO BELOW _ NEW OFFICE 2'-7 1/2" ?'-7 1/2" 2'-7 1/2" °Q FEC 08 0g M Z M g roil- DW SINK DW CO REF 3'-5" \ EFERENCE STRUCTURAL DRAWINGS S1.1, S2.1 AND S3.1 217�- 07 B a Q A OPEN TO AND CALCULATIONS FOR PARTIAL REMOVAL OF SHEER Z 8 a Z o-1 BELOW WALL. Q LD Q Z E 4 TV Q D-1 II EII e --- ------ F N ;--------� OF� SUITE B PRIVATE PHONE SHARED OFFICE ROOM OFFICE AREA OF WORK 218 219 220 PHONE PRIVATE ROOM OFFICE 221 222 I I BREAK AREA 223 13 121 10 8 2 1 O DEMOLITION PLAN NORTH O 12O O 13 CONSTRUCTION PLAN O NORTH e O m LL. DEMOLITION SYMBOLS LEGEND CONSTRUCTION SYMBOLS LEGEND CONSTRUCTION SHEET NOTES DOOR/FRAME SCHEDULE Existing walls to remain. Existing walls to remain. 10 Provide and install a 2 x 4 FRT finish grade plywood backboard. Paint to match adjacent wall. DOOR TYPES N - - - - :�i Existing partition/construction to be removed New Building Standard Partition: v O "X" 02 Coat Rod detail, refer to DTL-11 / SHT. D-2 A. NEW 3'-0" x (match existing height) x 1-3/4" Solid core flush painted wood door with vision panel 3 Y" 25 gauge galvanized steel studs @ 24" O.C. in 3 %" steel runners w/ %" Type GWB and painted metal frame. 00 both sides from floor to underside of suspended ceiling. Ref. Detail 1 & 2 D-2. p g / O Reference Structural Drawings S1.1, S2.1 and S3.1 and Calculations for partial removal of sheer B. NEW 3'-0" x match existing height) x 1-3 4" Painted solid core stile & rail wood door and relite with ( q q ) / wall. painted frame. p ILJLJI3�: M New Building Standard Sound Partition: 3 �" 25 gauge galvanized steel studs @ 24" O.C. from floor to 6" above suspended ceiling system. g g g p g y 58" "X" 4 Install backing in wall for wall mounted TVs C. NEW 3'-0" x (match existing height) x 1-3/4" Solid core flush painted wood door with painted frame. r 1 �../ One layer Type GWB both sides. Install 3 Y" acoustical batt insulation in stud cavity continuous from floor to top of partition. Install 3" acoustical batt insulation horizontally atop ceiling tiles, extending 2'-0" from either side of the center of the sound partition. Ref. Detail 3/D-2 CONSTRUCTION GENERAL NOTES HARDWARE SCHEDULE 1. Contractor to verify that all walls, partitions and glass installations, & all their connections to the HARDWARE GROUP: All MFRS to match building standard Schlage Lever cylindrical Hardware. Finish: Match existing Bldg. Std. relite n/ 0 Building standard Fire Extinguisher and Semi —Recessed Cabinet. supporting structure are capable of withstanding all applicable loads per 2018 SBC. —brushed chrome. � — FEC 2. All dimensions are to face of GWB or casework, Typ. a. BLDG STD LATCH SET, HINGES, WALL STOP, SILENCERS DEMOLITION GENERAL NOTES CWo NEW Building Standard Y" copper cold water line with shut off valve refrigerator icemaker and water 3. Doors are located 6" from nearest wall intersection U.O.N. Doors must swing a min. of 90 degrees. b. BLDG STD LOCK SET, HINGES, WALL STOP, SILENCERS Q Q C) filtration unit. Locate at 30" AFF for coffee maker water filter unit. Tenant coffee vendor to drill hole through countertop to connect water line to coffee maker. Provide shut off under sink for 4. Fill all existing floor cavities per code. C. BLDG STD ENTRY LOCK SET, CARD READER CYPHER LOCK W/KEY OVERRIDE, HINGES, WALL STOP, 1. Patch &repair floor, GWB and wall partitions affected by demolition, and/or in need of repair as necessary to match water filter. 5. Verify location of thermostats, strobes and other devices at walls w/ designer prior to installation. SILENCERS, CLOSER existing unless otherwise noted. 6. Contractor to provide blocking at all wall stops. d. BLDG STD PRIVACY LOCK SET, OCCUPANCY INDICATOR, HINGES, WALL STOP, SILENCERS 0 0 2. All materials removed during demo which are reusable are to be returned to building owner at Building Owners option. O EXISTING door to remain. 7. Partitions abutting exterior columns or window mullions are to be centered on those elements unless otherwise noted. 3. Contractor responsible for upgrading existing partitions at areas of new work to comply with current seismic bracing codes. ® RELOCATED existing door. 8. GC to include final cleaning of entire area of work prior to tenant's possession of premises. Cleaning INDICATES NEW DOOR LOCATION ^ ' 4. Patch and repair all perimeter mullions and sills where existing partitions have been removed. shall be performed by professional cleaning service. 01 DOOR NUMBER 5. Provide dust abatement as required to prevent disturbance to adjacent occupied premises and surrounding areas. X DOOR TYPE 6. Remove or protect existing Bldg. Std. window coverings during demolition. Clean prior to installation. X HARDWARE GROUP 7. Restore surfaces disturbed or damaged by demolition to their original condition. SCALE: 1 /8" = 1 `4' UON 8. All demolition shall be performed in accordance with the building owner rules and regulations. 9. Where occurs at demo'ed doors: Remove existing door stops at floor or wall. Patch and repair GWB. ISSUE: BID DATE: 9.16.22 10. Remove abandoned cable from ceiling plenum. ISSUE: PERMIT 11. Remove existing flooring throughout. Prep for new flooring material per finish plan. DATE. 10.12.22 ISSUE: REVISED PERMIT SET DOOR TYPES DATE: 10.20.22 ISSUE: CORRECTED PERMIT SET DATE: 11.18.22 DEMOLITION SHEET NOTES CEILING LINE CEILING LINE CEILING LINE CEILING LINE DRAWN BY: SMC 11 NEW BLDG STD 7" 71' 711 • 7 O Remove existing server equipment and conduit. RELITE. METAL MATCH FRAME EXISTING G &GLAZING / (D TO BE 1/4" CLEAR O/ (D CD / FLOOR 2 Z Z VISION PANEL TO � / R— / TEMPERED GLASS W/ CLEAR SILICONE Z Z NEW BLDG STD � �z NEW BLDG STD Cf)_ MATCH EXISTING. ¢�� / W '� /N W @BUTT JOINTS BETWEEN PANES. � PAINTED SOLID (n PAINTED SOLID X CORE WOOD FLUSH X O CORE WOOD STILE W / DOOR W/ PAINTED W AND RAIL DOOR W/ DEMOLITION PLAN 2 > 2 U U NEW BLDG STD > i FRAME. BLDG STD 2 > = PAINTED FRAME. Q Q PAINTED SOLID CORE WOOD STILE � DOOR HARDWARE � BLDG STD DOOR Q TO MATCH Q HARDWARE TO CONSTRUCTION 2 BLDG STD PAINTED SOLID CORE WOOD \O o � _ o O AND RAIL DOOR W/ PAINTED FRAME. EXISTING. MATCH EXISTING. o 0 GLAZING TO BE PLAN 1 FLUSH DOOR W/ 1 O 1 1 VISION PANEL & c� O BLDG STD DOOR HARDWARE TO ' \ 1 TEMPERED. O PAINTED METAL + + - FRAME. DOOR MATCH EXISTING. + + � HARDWARE TO GLAZINGTO BE TEMPERED. 3;, 011 MATCH EXISTING. 3'-0" 1'-411 SEE PLAN 11 31-011 31-011 RESU B 11 " 11 " DOOR TYPE: A DOOR TYPE: B 11 " 11 " DOOR TYPE: C DOOR TYPE: D A-2.1 of OND CI ED DEVELOPMENT SERVICES DEPARTMENT BALCONY NOT IN CONTRACT _T__ I III I I —I I F- — F- T — fi11 III I I I I I �l I I I I4- -1II I I I I I \/ ILJ_ I_ I II I I IIT X BALCONYIL 11111 I __�___�II - \` \ \b II II DN II II oor o II 3 I _I\ 1� I NOT IN CONTRACT LL —L-L_t—I—l1 L_ I I I I I I I I I I I WOMENS MENS 3 I—++—I—t I I ELEV. ::::If — T411 F I i F �_�F 3 2 \ EF RE CE S U L RA IN S 1.1 ,ANDS3.1 ND CA Cu A�I AR IAL RE OYAL F S IE ER AL . _FF SUITE B AREA OF WORK DN OPEN TO BELOW DEMOLITION REFLECTED CEILING PLAN NORTH DEMOLITION RCP I r _1 EXISTING light fixtures to be removed. L--J EXISTING Ceiling grid and acoustical tile to REMAIN. Replace damaged or soiled acoustical tiles. I I I _ I _I_ I EXISTING Ceiling grid and acoustical tile to be REMOVED. I I I -I —I— I - DEMOLITION RCP GENERAL NOTES O1 Remove existing ceiling grid and light fixtures and replace with new ceiling grid to align with existing. OExisting soffit to remain ORemove existing light switch. Patch and finish drywall. RCP GENERAL NOTES 1. The RCP shows the location & critical dimensions of lighting fixtures, fans, etc. Circuiting & power layouts will be developed by the Electrical Subcontractor, reviewed and approved by the Owner/Engineer and submitted under separate permit. All deviations in fixture location must be approved by Tully & Assoc. prior to installation. It is the responsibility of the Electrical Engineer/Contractor to maintain compliance with all codes. Discrepancies shall be called to the attention of Tully & Assoc. 2. Contractor is responsible for modifying and supplying speakers, smoke detectors , & all other life safety devices required by the city of Seattle per code. Coordinate w/ owner. Verify all device locations at walls with designer. Fixtures to be centered in acoustical ceiling tile. 3. Provide and distribute emergency lighting as required per code and new layout. 4. Install, relocate, and supplement VAVs, distribution ductwork and thermostats as required per tenant layout. Provide diffusers and returns as required. Balance & service system as required for tenant layout. Provide adequate ventilation/return/exhaust per tenant room and equipment requirements. All new and existing HVAC units must be easily accessible for maintenance. Contractor is responsible for identifying all conflicts or potential conflicts prior to construction. Coordinate HVAC layout with lighting layout & review layout with architect before ordering. Provide only linear diffusers at GWB ceilings if diffusers are req'd. 5. Ceiling grid and ACT are existing to remain, U.O.N. Clean & repair grid as req'd. Repair holes at demolished walls by replacing grid to match existing grid. Provide seismic bracing at all new clg. areas. Where existing light fixtures are removed or relocated, install new clg. grid & clg. tile to match existing. Use Berc seismic clips to minimize trim size. Install new building standard ceiling grid and ACT where indicated. Provide seismic separation joints every 2500 SF. Use Armstrong approved category D seismic suspension system including Berc2 clips on all four walls. Attach grid on two adjacent walls and leave 1/2"-3/4" clearance on unattached ends, per code. Install per MFR recommendations. 6. Do not cut "Main Tees". Notify Tully & Assoc. of conflicts. 7. Replace any damaged, chipped, cracked, or stained ceiling tiles. Provide new as required. Group new tiles together. 8. Provide lighting controls per tenant layout. All lighting at open areas and hallways to be controlled b ceiling occupancy sensors & daylight sensors. Daylight & automatic Shut -Off controls to meet 2018 WSEC. All LED downli ht fixtures to be controlled with switches unless otherwise indicated. Lower case letters indicate light fixtures to be controlled on the same switch. Do not install switch boxes back to back between rooms. SUITE A AREA OF WORK REFLECTED CEILING PLAN SYMBOLS LEGEND NOTE: Lower case letter indicates light group designation. NEW 2x2 Recessed LED Fixture Focal Point Equation 2x2 FEG2-22-AC-350OL-35K-1C-XX-LD-1-G1-WH LED, 36W, 3500 Lumens, 35K Ref. Detail 7 / D-2 for seismic bracing NEW 2x2 LED Fixture on emergency circuit or battery. --� F1 NEW Under Cabinet Tasklight - 12.5 Watts WAC LIGHTING- 32" Straight Edge LED Strip Light System LS-LED Task light. Hard wire connection with wall switch. Connect multiple liqbjato one switch. LS-LED32-C-WT/EN-24100-RB2-S JI F2 NEW LED Wallwasher - Gotham Lighting - 4" Evo4LW Round Lensed Wall Wash with LED lamp 17.3 watts Singre Pole�wl�ch. Mount centerline at 46" A.F.F. Gang new multiple switch plates. a Lower case indicates light fixture group designation. 'N' indicates new switch. I'D" indicates dimmable 4 New Building Standard Ceiling Hung EXIT Light, F Arrow indicates direction of exit. E EXISTING Ceiling grid to remain. Replace existing ceiling tile with new Armstrong 2nd Look 20 Dune tegular tile. Ref. Detail 4, 5, 6/D-2 NEW Ceiling grid with new Armstrong 2nd Look 2x4 Dune tegular tile. Match existing ceiling grid. Ref. Detail 4, 5, 6/D-2 AP Wireless Access Point. Wall mounted where noted. RCP PLAN NOTES OInstall new ceiling grid and acoustical tile to align with existing adjacent grid. OInstall new drywall soffit at beam to match and align with the existing beam. O3 Existing ceiling grid to remain and be seismically attached to new wall penetrating grid. Ref Detail 4,5 & 6/D-2 OProvide 24/7 dedicated cooling. Tenants equipment load will not exceed 10,000 BTU's. OPEN PORTFOLIO OFFICE MANAGEMENT SUITE A and B — LIGHTING CALCULATIONS LIGHITTING CONIPLIANCF, SITNIMA!1M li IX WSEC C*n-tipliance Forms for Cor,nlzrcial HiAldings indu4ing Group 112, R3 & R4 aver 3 5tories and all R 1 SUITE A AREA OF WORK IC7aF-11 Adnflni.,�tcrc4 hy_ V2022 NF EA, A'.1 hghts resc*vcd Projeer & Applicant Information PMed1rule &-vctibcrgc`;_,mi ForHuikJv-,e_ Dep?rtllk;.mUsc; I ate: Oct 20, 2022 Project Address 326 Admiral Way Second Floor Edttl+ n&--,. WA 99026 tp�licant Name Linda Andn Aptplicantft,Ime 425-28.2-8625 +#pplic-mm Ernail linda_andersonCoridi:clectric_com For I t,,,C on,, bo-u- C" k rc ort, contact WSECCnmr rrcial Tcehnic-al S,":)port at 36n�i i9-,; i n) or via cmail at mom.tccbsiipportkwacncr c,dc om Coneral Occupancy All C arri-nerLi ll General Rullding llAe Type Offlcc, Odder Building Cond. Floor Area 14,786 Gene -rid Projucl Ty�.pes Alteration Nvw- Building of kcidilion Lighling Scope Alteration Lighting ScopeInterior Lighting Projcct Cond. Flour Area 5,057 Flom Above Grade 2 Com lilance Method I C.Q111 iancc lal A04 1 - Gcnrral Lighting Projttt Destriptian L_;;hting upb-Tmiidesto 5.057 rq ferret tenants ac Li b.[in � C'r,m liltncc Soo c 4: �+ p Project Interior 1 Exterior (Interfiorincludre twdth interior & parkirty) IL�uminafre Replasem�ent Scope Comlplialna� lrfiet>n�od LFA► CAlcu lmLion AdjUStT11V111 Cr,[nnplltt>Nt;e Yerlilcatitrl and 4lethi0d Alteration Interior Lighting 6C�°.� for more replaced Building area No Calc'ulaiion AciuArettn's Allowcd I COMPLIES A+ddlt[anal Efficiency Option-, Included P_FI 0l l•l.J III I Zevl<.nbergen-2018 WSE'rC I_i tllirt }° +� r + dtl4ul ilitkit ALIERAT10 -INTERIOR LIGHTLNG (50% or more replrll`cd) Compliance Verift r IIrlpliaUVr.. NJ,-11Lut1 wilding areal LPA Calkulrtir1tr , tijrts�trrtent none Interior Ughtiag Power Allowance - Building; Area Building areas Gress Interior Area (Sn LPA (�Valts,+SF`) Total Watts Allowed ToW hmpnsed watts t''r,1r1P1148ce Statos by (SF x LPA x 1) By ft2ding A►roi Building Arco Office 5,057 n.6.4 — 3,2a7 2,(4t COMPLIES P11- r Red lighting Power D n0q, Watts per Total Watts Fixture Typed=►pplication Fixture I1) 1101diag :area Law or Qnantitj, of Flxturei, It_'1.1h or Fixture, CL D or oral I.inL il' W':3 ri ll►'r I Ini2ar Prftpni;ed F l sling-n-R miiin Luminaires 0F.) Luminair•e (WpF41 1,#E x WpF) or (Lt' x WpLF) IndiVitival Tiilures 1'rokr x2 N,w 36 2 4I'2 Lini:ar Fixture per LF ]'I LED s'rip UndeivIounter OfF44 Ncw llrajecJMW Zevembergen - 2i118 NN S EC Proposed Fixtures Details ALfE ,TION - INTERIOR LIGHTING (50% or more replaced) I)aty 00 211_ 21122 biXtUrr• .I.;p4.;;1,pplr4i611un Fixtury ID Li.1caliklil in 11'!t4Ulni"Ji[ I ;tulip 1 VI)L' kiliiWiFig AreiA F.xii'ing-to-IIt Ilinin Individual Fixtures Te �C r 2x2 Office N+rw Fixture Descri thm.- 2x2 troffer Are these tix.iirr-; !ocate.d.within a daylight zon0: Yes, controls provided I = T U L L Y ASSOCIATES 1221 E Pike Street Suite 205 Seattle, WA 98122 tel. 206.682.0954 SCOTT CONNOR A R C H I T E C T 8879 REGISTERED AR ITECT Scott A an Connor STATE OF WASHINGTON N SCALE: 1 /8" =1'-0" UON ISSUE: BID DATE: 9.16.22 ISSUE: PERMIT DATE: 10.12.22 ISSUE: REVISED PERMIT SET DATE: 10.20.22 ISSUE: CORRECTED PERMIT SET DATE: 11.18.22 DRAWN BY: SMC FLOOR 2 DEMOLITION RCP / REFLECTED CEILING PLAN A-2.2 RESUB Nov 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SUITE B AREA OF POWER & COMMUNICATION PLAN POWER & COMMUNICATIONS SYMBOLS LEGEND NOTE: ALL POWER & COMMUNICATION SYMBOLS ON THIS PLAN MARKED WITH "N" INDICATES NEW DEVICE OR FIXTURE. RECEPTACLES AND COVER PLATES TO BE WHITE B Indicates existing blank receptacles to be removed, patch & paint GWB. — Indicates existing receptacles to be abandoned and to be removed, patch & paint GWB. _rII� LV J Building Standard 15 Amp Duplex receptacle. Mount @ 18" AFF unless otherwise indicated. Maximum 6 receptacles per branch circuit. Building Standard Double Duplex receptacle. Mount @ 18" AFF unless otherwise indicated. Maximum 4 receptacles per branch circuit. Building Standard Double Duplex receptacle with dedicated duplex receptacle. Mount @ 18" AFF unless otherwise indicated. Maximum 4 receptacles per branch circuit. Dedicated 20 Amp Duplex Receptacle. Mount @ 18" AFF unless otherwise noted. "Coffee Maker" Dedicated 20 Amp Duplex Receptacle w/12hr timer. Mount @ T 44" AFF unless otherwise noted. One receptacle per circuit. Voice/Data Outlet: Mount @18"AFF unless otherwise noted. Provide mudring and pull —string. Tenant's Voice/Data Contractor to Provide Plate. NEW Flush mounted floor monument with one duplex receptacle and one voice/data outlet. JF NEW Wall Junction Box: Provide building power for distribution through furniture system. Provide mudring for Phone/Data cable for distribution in furniture system raceway. All power/data requirements to be confirmed and coordinated with the tenant and furniture vendor. • JF NEW Floor monument (Floor Core): Provide building power for distribution through furniture system. Provide floor core for cabling to be distributed through furniture system. Provide for 2 voice, 2 data and a 4—plex electrical receptacle at each workstation. CR Provide rough —in for card reader/cypher lock device. All card reader devices to be fail safe and allow for egress without a key or special knowledge Provide key override function at card reader. CR Provide card reader as Alternate pricing for Door #10. NOTE: ALL NEW RECEPTACLES AND COVER PLATES TO BE WHITE. REPLACE EXISTING RECEPTACLES AND COVER PLATES TO WHITE OPEN PORTFOLIO NORTH POWER & COMMUNICATIONS NOTES SUITE A " �^ ", OF WORK ATE :E ATE ;E NG AREA 1. The Power & Communications Plan shows the location and critical dimensions of outlets. Circuiting and power layouts will be developed by the Electrical Subcontractor reviewed and approved by the Owner/Engineer and submitted under a separate permit. All deviations in dimensioned outlets must be approved by Tully & Associates prior to installation. It is the responsibility of the Electrical Engineer/Contractor to maintain compliance with all Codes. Discrepancies should be called to the attention of Tully & Associates. 2. Cabling and pinning — Tenant is responsible for coordination of cabling and pinning of all computer equipment and phones with building Owner and General Contractor. 3• All electrical requirements for items located in casework, millwork & furniture are the responsibility of the Electrical Contractor except as noted. 4. All phone and data cabling to be responsibility of Tenant. 5. Smoke detector, strobe lights & fire horn locations & specifications are to be the responsibility of the approved Subcontractor. Verify locations of strobe lights with Tully & Associates prior to installation to avoid interference with furniture system. POWER & COMMUNICATION SHEET NOTES ORemove existing blank outlet. Patch and repair GWB. ORemove existing power and data outlets. Patch and repair GWB. ORemove existing furniture power pole. ORemove existing wall mounted furniture junction feed. Patch and repair GWB. OInstall NEW wall mounted furniture junction feed. OInstall NEW floor mounted furniture junction feed. OProvide and install a 2' x 4' FRT finish grade plywood backboard. Paint to match adjacent wall. OConvert existing duplex receptacle to 4—plex. ORaise existing blank receptacle to +45" AFF for tenants data cabling. 10 Provide 24/7 dedicated cooling. Tenants equipment load will not exceed 10,000 BTU's. 11 Raise existing electrical receptacle to +45" AFF. COPY 214 WELLNE ROOM 215 OPEN OFFICE E2176 SHARED OFFICE 217 SUITE B AREA OF WORK PRIVATE OFFICE 210 BALCONY / COLLABORATION 209 NOT IN CONTRACT CPT RB 1 1 SERVER IF i 1 1 I 9 D-2 DN ALL COMMON AREA P FINISHES TO REMAIN 2 SDT RB CPT RB I L— — — — — — 2 1 CPTm —ALL COMMON AREA 1 FINISHES TO REMAIN CPT RB CPT TB NO WORK 2 1 2 1 IN THIS RC r / 1 1 s D-2 CPT RB CPT RB Elm fqm 1 PRIVATE PHONE SHARED PHONE PRIVATE OFFICE ROOM OFFICE ROOM OFFICE 218 219 220 221 I 222 MATERIAL FINISH PLAN FINISH PLAN SYMBOLS LEGEND FLOORING: CPT CPT-1 CARPET TILE 1 Manufacturer: Shaw Style: Back Weave Tile 5T303 Color: Aron 01100 Size: 18 x36" Installation: Ashlar NOTE: Clean and prep floor prior to install of new carpet. CPT CPT-1 CARPET TILE 2 Manufacturer: Shaw Style: Flat Weave Tile 5T321 Color: Argon 01100 Size: 9%36" Installation: Ashlar LVT LVT-1 VINYL TILE 1 Manufacturer: INTERFACE Style: Brushed Lines Color: A01604 Galena Size:9.845 in x 39.38 in Installation: Ashlar BASE: RB RB-1 1 Manufacturer: Roppe Color: Smoke #174 Note: 4" Coved Base Indicates floor transition PLASTIC LAMINATE: PL-1 Plastic Laminate —Vertical Face— Break Room Manufacturer: Formica Color: Storm Solidz 3505—SP Refer to elevations for location PL-2 Plastic Laminate — Countertop —Break Room Manufacturer: Formica Color: Citadel Warp 5882-58 Refer to elevations for location PL-3 Plastic Laminate —Vertical Face — Copy Room Manufacturer: Formica Color: White Twill 9285-58 Refer to elevations for location PL-4 Plastic Laminate — Countertop — Copy Room Manufacturer: Wilsonart Color: Pearl Soapstone 4886-38 Refer to elevations for location PORTFOLIO SUITE A MANAGEMENT AREA OF WORK 207 1221 E Pike Street Suite 205 Seattle, WA 98122 tel. 206.682.0954 T U L L Y ASSOCIATES Elm BALCONY PRIVATE S C O T T C O N N O R OFFICE A R C H I T E C T CPT RB 206 OPEN 2 1 OFFICE 8879 REGISTERED 205 AR ITECT Scott A an Connor STATE OF WASHINGTON Elm PRIVATE OFFICE CONFERENCE 2 2 33 10 I 204 ALIGN D-2 NO WORK IN THIS RC PAINT: BGeneral Wall Paint Manufacturer: PPG Color: 1006-1 Gypsum Eggshell finish, low VOC NOTE: Paint all walls P-1 JON /P General Wall Paint Manufacturer: PPG Color: PPG1037-6 Mysterious Eggshell finish, low VOC NOTE: Paint all walls P-1 JON NOTE: U.O.N. all walls, soffits & GWB ceilings are to be painted primer plus two coats latex paint. EGGSHELL finish @ walls. FLAT finish @ GWB Soffits & ceilings. SEMI —GLOSS finish @ wet areas. BACKSPLASH TILE: T-1 Tile— Break Room Manufacturer: Bedrosians Tile & Stone Pattern: Hedron Color: White — gloss finish Number: DECHEDWHISM54G Size: 4" x 5" x 3/8" Hexagon Grout color: TBD Refer to elevations for location. FLOOR TILE: T-2 He— Reception Entry Manufacturer: Daltile Pattern: Portfolio Color: Ice PF01 Size:12" x 24" Grout color: TBD Installation: Stacked SOLID SURFACE: SS-1 (quartz—Uountertop— break Room Manufacturer: Pental Color:BQ861P Avalon Polished Refer to elevations for location. Price as Alternate OPEN OFFICE 2os CPT RB 1 1 4 A PRIVATE OFFICE T RB CPTI RB I PRIVATE 2 1 1 1 OFFICE !2] RB203 P 1 I WAITING AREA 2 1 Z 201 7== F NOT IN CONTRACT !2] RB ALL COMMON AREA FINISHES TO REMAIN 1 PRIVATE .L I OFFICE Ak o OMENS NO WORK DN IN THIS RM ELEV. ■ Im n BREAK AREA 223 OPEN TO BELOW FINISH NOTES NORTH ( ) 1. General Contractor responsible for maintaining the integrity of all existing finishes during construction. Damage caused by the contractor or subcontractors will be repaired at the General Contractor's expense. 2. All flooring transitions to be at centerline of door or opening U.O.N. 3. Floor finishes and rubber base to be supplied by General Contractor. Existing floor covering & rubber base removal, and floor prep to be the responsibility of the General Contractor. 4. Contractor to submit finish samples to Tully & Associates for review and approval. 5. Contractor to provide a Schluter transition strip at all carpet to LVT flooring locations. 6. All walls to be painted P-1 unless otherwise noted. FINISH SHEET NOTES Ox SCALE: 1 /8" =1 `4' UON ISSUE: BID DATE: 9.16.22 ISSUE: PERMIT DATE: 10.12.22 ISSUE: REVISED PERMIT SET DATE: 10.20.22 ISSUE: CORRECTED PERMIT SET DATE: 11.18.22 DRAWN BY: SMC FLOOR 2 POWER & COMMUNICATION / FINISH PLAN RESUB Nov 18 2022 -2.3CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1221 E Pike Street Suite 205 Seattle, WA 98122 tel. 206.682.0954 OPEN PORTFOLIO OFFICE MANAGEMENT SUITE A AREA OF WORK T U L L Y COLLABORATION 208 207 ASSOCIATES A PRIVATE 2 99 �— OFFICE E2170 1 U U n n n TV O/ SCOTT CONNOR / A R C H I T E C T / I 2�V11 /2" 2'-L11"8879REGISTERED OCOMMON PATH OF CONY AR ITECT 6 BALCONY Q— TRAVEL 74'-8"zl� _ f �� O Scott Aan Connor STATE OF WASHINGTON w �I \I OIL I I PRIVATE OFFICE :CD U PE I� I I1:1Z 11Z OFFICE 205 NOT IN CONTRACT 00 PRIVATE I PRIVATE "`v OFFICE SERVE CONFERENCE 213 OFFICE 204 I 211 P12:: COPY 214 ww z LL o� V TRAVEL PRIVATE OFFICE 203DISTANCE DN TRAVEL DISTANCE 63'-4" OC BLY ONCENTRATED. 113'-6" F / 15 = 13.2 WAITING AREA — 1. o la �J O I I D I �0 ---- I U U U TV WELLNE ROOM N L _ NOTTf4WU)N LANCE 83'-6" I 215 PRIVATE OPEN (01 C OFFICE 202 n n IIII II Jn III o OFFICE 216 WOMENS MENS ELEV. DN U V V COMMON — ® PATH — SHARED OFFICE � COMMON PATH OF OF TRAVEL 35'-7" NEW — — FEC REF TRAVEL 24'-11"—w Dw SINK Dw COFFE 217 / / TV o�o OPEN TO � BELOW 111J o U CONCENT TED. � � O 33 = N (1 L 0 0 C E O IF e SUITE B AREA OF WORK PRIVATE PH NE OFFICE RO M SHARED OFFICE PHONE PRIVATE BREAK ROOM OFFICE AREA I LL 218 21 220 222 221 223 m . 13 12 10 8 2 1 D N FURNITURE / EXIT PLAN NORTH U O 00 3:_ 0') cf) U SUITE A SUITE B Qi Cn TOTAL SQUARE FOOTAGE: 3,331 SQ.FT. TOTAL SQUARE FOOTAGE: 1,724 SQ.FT. ., 0 TENANT SUITE: OCCUPANCY B - SPRINKLERED TENANT SUITE: OCCUPANCY B - SPRINKLERED GENERAL OFFICE OCCUPANCY LOAD 3,133 / 150 = 20.8 GENERAL OFFICE OCCUPANCY LOAD 1,392 / 150 = 9.2 0 0 ASSEMBLY UNCONCENTRATED ASSEMBLY UNCONCENTRATED > (.0 CONFERENCE 212 198 SF / 15 = 12.2 BREAK AREA 223 332 SF / 15 = 22.1 ®NO TOTAL OCCUPANT LOAD 33 TOTAL OCCUPANT LOAD 31.3 N LL_I I� LL_I SCALE: 1 /8" =1'-0" UON ISSUE: BID EXIT ACCESS TRAVEL DISTANCE ALLOWED 200'-0" EXIT ACCESS TRAVEL DISTANCE ALLOWED 200'-0" DATE: 9.16.22 EXIT ACCESS TRAVEL DISTANCE PROVIDED 113'-6" EXIT ACCESS TRAVEL DISTANCE PROVIDED 83'-6" ISSUE: PERMIT DATE: 10.12.22 COMMON PATH OF TRAVEL ALLOWED 100'-0" COMMON PATH OF TRAVEL ALLOWED 100'-0" ISSUE: REVISED PERMIT SET COMMON PATH OF TRAVEL PROVIDED 74'-8" COMMON PATH OF TRAVEL PROVIDED 35'-7" DATE: 10.20.22 1 EXIT REQUIRED 1 EXIT REQUIRED ISSUE: CORRECTED PERMIT SET 2 EXITS PROVIDED 2 EXITS PROVIDED DATE: 11.18.22 OCCUPANT LOAD LESS THAN 50. DOORS NOT OCCUPANT LOAD LESS THAN 50. DOORS NOT DRAWN BY: SMC 1 REQUIRED TO SWING IN THE DIRECTION OF EGRESS. REQUIRED TO SWING IN THE DIRECTION OF EGRESS. FLOOR 2 FURNITURE / EXIT PLAN RESUB Nov 18 2022 CITY OF EDMONDS A-2.4 DEVELOPMENT SERVICES DEPARTMENT 1221 E Pike Street Suite 205 Seattle, WA 98122 tel. 206.682.0954 � DOM DOM DOM DOM TULLY DOM DOM DOM DOM OM DOM DOM DOM I� OPEN PORTFOLIO ASSOCIATES ❑ Io OFFICE MANAGEMENT Io z— 2 88 COLLABORATION PRIVATE 2 99 2 77 — — — — OFF — 8 DECK I 210 SCOTT CONNOR ° I Tv 0 ARCHITECT I -- —� -v 0 �y LOONY /2" 2'- 1 1 /2" 8879 REGISTERED AR ITECT / DOM DW M BALCONY Scott A an Connor STATE OF WASHINGTON DOM DOM D N B ■ r — ---, PRIVATE OFFICE BANQUET I PREP. I KITCHEN I Cj 0 0 C CD 206 0 0 OPEN ROOM PATIO I i 00 OFFICE 205 �I< STORAGE I 0 0 0 0 0 I � NOT IN CONTRACT U U PRIVATE PRIVATE OFFICE z it � � D SERVER OFFICE CONFERENCE 213 4 204 mIm I� I C M 211 2 22 COAT I-0 CLOSET I r Ir T COPY 214 PRIVATE p II_JLJI STORAGE STORAGE I I i I I wW o0 Z U- 1000 OFFICE 203 iO DN - I I HANDICAP °"°°` o 0 Tv ��� nFWAITING AREA O 201 ----------� I I STALL WELLNE :Nj 5'-0" �— Mco 3 �` ROOM 18" NOT IN CONTRACTSTORAGE PRIVATE p JAN. KITCHEN 5'-6" 1 \ 5 E EV. T I I - F- 215 OPEN D C _ �� 1 O 0o OFFICE o 202 U (WOMEN UP �� / 4'-1" ELEV. � MECH. c� / MEN ` I ® �� I OFFICE., 216 16 6 / ENS _ MENS '- ' 6-o° ' 3'-1" ELEV. DN Lj C N OFFICE HANDICAP s'-o° r !� STG. 4'-311 i �� � STALL a� SHARED o ® LOBBY — — — — — I J OFFICE 217 N FEC MW DW SINK DW COFFE REF ■ ■ STORAGE ■ ® io IJ OPEN TO BELOW ELEC. STG. SPKRO CTRL C D O 11.000 0 0D 0 0D E � e zo F � i PRIVATE OFFICE PHONE SHARED PHONE PRIVATE ROOM OFFICE ROOM OFFICE BREAK AREA 2 88 21 220 222 221 223 13 12 1$ 0 2 1 N 115' 42'-5" ADURALO WAY � 00 NORTH NORTH _ 0) U FIRST FLOOR AND PARKING SECOND FLOOR 2 TV NOTES ' ' ., Cn - ILJLJI 3' 51_O11 , „ 1. 2. ALL DOOR HARDWARE IS LEVER. ALL RESTROOMS HAVE ADA COMPLIANT GRAB BARS, SINK C) Q Q p ,_ „ In ' E EV. 5 G — — — — — — — T 18" NOT IN CONTRACT 3. HEIGHTS AND TOILET HEIGHTS. ALL RESTROOMS HAVE ADA COMPLIANT ACCESSORIES -' 5 - 4. FIRST FLOOR WOMEN'S RESTROOM IS NOT COMPLIANT DUE TO 0 0 p THE ENTRY DOOR NOT HAVING THE 18" CLEARANCE ON THE T- Ll `i 4''1" PULL SIDE OF THE DOOR. ACCESS TO ADA COMPLIANT WOMEN EL _ , WOMEN'S ROOM IS ON THE 2ND FLOOR. 1 FLOOR AWAY AND ACCESSED BY AN ELEVATOR.. N MEN \ ® M e , �• O 2 0 4. SECOND FLOOR MENS RESTROOM IS NOT COMPLIANT DUE TO ® N 0 �� 1 „ I C THE ENTRY DOOR NOT HAVING THE 18" CLEARANCE ON THE W rso W —1 PULL SIDE OF THE DOOR. ACCESS TO ADA COMPLIANT MEN S CE O WOMENS MENS ELEV. ROOM IS ON THE 1 ST FLOOR. 1 FLOOR AWAY AND ACCESSED 4�_3�� \,_�,� o ' BY AN ELEVATOR. O O �_ �� 5�_0�� 61_011 5. THERE ARE TWO HANDICAP PARKING STALLS WITH RAMP ACCESS TO THE MAIN ENTRANCE SCALE: 1/8" =1'-0" UON 6. ALL CASEWORK AND SINKS WITHIN THE TENANT SPACE MEET ADA REQUIREMENTS. REFERENCE ELEVATIONS A, B AND F/D-1 ISSUE: BID DATE: 9.16.22 o _ ® ® NEW — — — — — — — — — — — — — — — 7. ALL DOOR WIDTHS ARE 36" MINIMUM AND PROVIDE 32" MINIMUM ISSUE: PERMIT FEC CLEAR BETWEEN OPEN DOOR AND DOOR JAMB. MW DW SINK DW COFFE REF DATE: 10.12.22 ® Cfl ISSUE. REVISED PERMIT SET - DATE: 10.20.22 ISSUE: CORRECTED PERMIT SET 5'-0" 5'-0" 7'-1" DATE: 11.18.22 1 ST FLOOR RESTROOM 2ND FLOOR RESTROOM DRAWN BY: SMC O+34" AFF TO COUNTERTOP O +34" AFF TO COUNTERTOP 27" CLEAR FROM APRON TO FLOOR 27" CLEAR FROM APRON TO FLOOR FLOOR 2 2 1ST FLOOR WOMEN'S RESTROOM DOES NOT MEET ADA REQ'S. O 2 2ND FLOOR MEN'S RESTROOM DOES NOT MEET ADA REQ'S. O TRAVEL 1 FLOOR TO 2ND FLOOR RESTROOM. TRAVEL 1 FLOOR TO 1 ST FLOOR RESTROOM. IPC 2018- 403.3.3 Location of toilet facilities in occupancies other than malls: IPC 2018- 403.3.3 Location of toilet facilities in occupancies other than malls: In occupancies other than covered and open mall buildings, the required In occupancies other than covered and open mall buildings, the required BUILDING public and employee toilet facilities shall be located not more than one story public and employee toilet facilities shall be located not more than one story above or below the space required to be provide with toilet facilities, and the above or below the space required to be provide with toilet facilities, and the ACCESSIBILITY path of travel to such facilities shall not exceed a distance of 500 feet. path of travel to such facilities shall not exceed a distance of 500 feet. PLAN 2010 ADA Standards for accessbile design- At least one accessible restroom 2010 ADA Standards for accessbile design- At least one accessible restroom for each sex, or a single unisex restroom; for each sex, or a single unisex restroom; RESUB Nov 18 2022 CITY OF EDMONDS A-2-5 DEVELOPMENT SERVICES DEPARTMENT rT� 5 6 7 7 7 �D_l D-1 D-1 1 D-1 D-1 4'-6" 5 EQUAL CABINETS D-1221 E Pike Street UPPER CABINET W/ TWO 2 EQUAL CABINETS 1 1/2" 1 1/2" 5 EQUAL SECTIONS 1 1/2" 1 1/2 10 EQUAL CABINETS 1 1/2" 3 EQUAL SECTIONS 1 1/2" ADJUSTABLE SHELVES. SATIN Suite 205 CHROME MOCETT . EXT. LLIJ UNDERCABINET TASKLIGHTING. z LU ww Seattle, WA 98122 SURFACES TO BE PL-1, INTERIOR / / / UPPER CABINET W/ (2) / / / / / / UPPER CABINET W/ (2) tel. 206.682.09 rJ4 SURFACES TO BE WHITE a / \ / / \ / \ 1— �_ ADJ. SHELVES W/ SATIN / \ / \ \ �_ _— _— �_ _�_ _\ / / \ / \ ADJ. SHELVES W/ SATIN MELAMINE _ — — — —� — — — — — / \ T \ CHROME WIRE PULLS. 7 - - A � CHROME WIRE PULLS. Y o EXT. SURFACES TO BE ---1 - EXT. SURFACES TO BE — — o UPPER CABINET WITH OPEN — — — — —ASSOCIATES _ _ _ PL 3, INTERIOR PL 3, INTERIOR 7 SURFACES TO BE WHITE SURFACES TO BE WHITE TASKLIGHTING. / SHELF. PL-1. UNDERCABINET \� �/ � �� �� �� MELAMINE. MELAMINE. ADA SINK SINK: ELKAY, LUSTERTONE LU LU o & FAUCET PL-4 COUNTERTOP o PL-2 COUNTERTOP DROP -IN SINK, #LRAD252265PD. _ & TILE BACK SPLASH (T-1) MW COFF. REFRIG. GROHE BLUE CHILLED FAUCET & BACK SPLASH PRICE ALTERNATE FOR NIC 31251002. FILTERED AND COUNTERTOP -QUARTZ SS-1 —1 — SPARKLING WATER. BASE CABINETS W/ DRAWER ADA DISH- ADA DISH- UNDER MOUNT REVISION — — C, 4 DRAWER FILE CABINETS WASHER WASHER BASE CABINETS W/ (NIC) 51"Hx18"Dx36"W S C O TT C O N N O R &(1)ADJUSTABLESHELF, o / � ELUHAD211550PD 1 � DRAWER /ZI 1� /�I �A 1- o � SATIN CHROME WIRE PULLS. N — — M — EXT. SURFACES TO BE PL-1, / (1) ADJUSTABLE SHELF, �, A R H I T E T J LINE OF OPENING FOR SATIN CHROME WIRE INTERIOR SURFACES TO BE ELEVATOR DOOR PULLS. EXT. SURFACE TO 8879 WHITE MELAMINE BE PL-3 INTERIOR REGISTERED 181, 18" 2'-0" 3'20" 2-4' 3' 6" 4" RUBBER BASE 5-10" 2 EQUAL CABINETS 1 1/2" SURFACES TO BE WHITE 1 1/2" 5 EQUAL SECTIONS 1 1/2" AR ITECT PULL-OUT TRASH & RECYCLING C LEAR CLEAR CLEAR CLEA CLEAR MELAMINE RECEPTACLES W/ SATIN ELEVATION 1 ELEVATION 2 ELEVATION 1 ELEVATION 2 CHROME WIRE PULLS. 4 RECESSED, 3 2 D-1 FALSE TOE KICK D-1 D-1 2 2 co an Connor STATE OF WASHINGTON D-1 D-1 OF EXISTING PLUMBING BREAK ROOM — RM. 223 COPY ROOM — RM. 214 OPEN OFFICE — RM. 216 A 11 = 1 1 B 11 _ 1 11 C 11 = 1 1 SCALE: 3/8 —011 — SCALE: 3/8 —011 8 D-1 2" 2 EQUAL CABINETS 2" T--- -- i \ o ch 7'-0" — � — — � — — � — PL-2 COUNTERTOP 7- / & TILE BACK SPLASH (T-1) PRICE ALTERNATE FOR COUNTERTOP - QUARTZ SS-1 CD BASE CABINETS W/ DRAWER \ I� & (1) ADJUSTABLE SHELF, PPROVED SATIN CHROME WIRE PULLS. EXT. SURFACES TO BE PL-1, / / BLOCKING INTERIOR SURFACES TO BE WHITE MELAMINE 2" 2 EQUAL CABINETS 2" 3 EQUAL CABINETS 4" RUBBER BASE 1 1/2" (FRENCH CLEAT 2 N D-1 cn PEN OFFICE — RM. 21 NOT USED BREAK ROOM — RM. 22 W ,� 3» 0 6 US 00 3 D 11 _ 1 11 E 11 _ 1 11 F 11 _ 1 11 Q 2)-6 /4 PRE —FINISHED BOARD W/ P—LAM FINISH 0 SCALE: 3/8 = 1-0 SCALE: 3/8 — 1-0 SCALE: 3/8 = 1-0 > 1 X 3 BLOCKING e 0 FIRE RETARD. TREATED REF. PLAN REF. PLAN � 2 x 4WD. BLOCK'G REF. NOTES REFER TO ELEVATIONS 3 FOR COUNTER, EDGES, FACE REFER TO ELEVATIONS /4 PRE —FINISHED REFER TO ELEVATIONS BACK SPLASH & RETURNS FOR COUNTER, EDGES, FACE BOARD W/ P—LAM (2) ADJ. PLASTIC FOR COUNTER MATERIAL BACK SPLASH & RETURNS FINISH ° ° LAMINATE SHELVING I N CONFIRM CUT—OUT Uj U __j \ N PER ADA SINK DIM. DRAWER SEE ELEVATION FOR SPECS. FIRE RETARD. TREATED z 1/4" RECESS N _ U — FIRE RETARD. TREATED = -_ 2X4 WD. BLOCKS < ° 3/4' 711 FIRE RETARD. TREATED 3/ 2 x 4 WD. BLOCK G /4» ; O 2X4 WOOD BLOCKING W ° ° 3 >PRE —FINISHED N 1 /4" HARDBOARD N J OARD 00 Y4" CABINET BACK. FINISH \_ \ Lv W/ CAB. LNER& BEDGESS TO MATCH CAB. INTERIOR y4" CABINET BACK, FINISH 0 ° ° V CnE DOOR HARDWARE TO MATCH CABINET INTERIOR n = V DOOR HARDWARE z (REFER TO ELEVATION) 1/4" CABINET BACK FINISH u z (REFER TO ELEVATIONS) 0 Q DRAWER HARDWARE W / 1 Ld z REFER TO ELEVATIONS L� TO MATCH CABINET INTERIOR v 0 ADJUSTABLE PLASTIC Q J 0 Lv ° ° /r F— o o LAMINATE SHELF > 0 Q PREFINISHED BOARD W/ ° ° \L > J _ > WHITE MALAMINE LLJDOOR HARDWARE ° ° J ° ° N LLJ 8 N J (REFER TO ELEV.) 1 X 3 BLOCKING W 3/4" PRE —FINISHED BD. W/ N 3/4" PART. BD. W/ CAB LWLJ N MFR: REV —A —SHELF ° ° p p Ld LINER & EDGES w 5349 SERIES, DOOR MOUNT, ° ° II p II IW CAB. LINER &EDGES u C7 ° ° W U) DOUBLE PULLOUT WASTE 3 LL_ 3/4" MAT. CAB. FRONT CONTAINERS (W/ TWO 50 QT P� /4 PRE —FINISHED BOARD W V O � BINS) #5349-2150DM-217 FIRE RETARD. TREATED W/ P—LAM FINISH - 2 x 4 WD. BLOCK'G V P O 1 X 3 BLOCKING 1 X 3 BLOCKING I SIZE: 14 �"W X 22j"D X 22 �"H y4" CABINET BACK. FINISH TO MATCH Q Q Q RUBBER BASE ADA, TOE & CAB 1 X 3 BLOCKING CABINET INTERIOR ° ° Q FACE ARE CONNECTED � AS ONE PIECE � � 1 X 3 BLOCKING � n 3 3/4" PRE —FINISHED ° ° ILJLJI RUBBER BASE GLUED 3" BOARD W/ P—LAM 0 0 3 TO RECESSED PANEL RUBBER BASE FINISH o o > ° ° `0 (REOFER WARE TORE ELEV.) Q N Q BASE CABINET SECTION ADA SINK CABINET SECTION BASE CABINET TRASH DRAWER SECTION cf)° ° 2 4SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = V-0" SCALE: 1 1/2.... = 1'-011 0 ° ° W W � (3) ADJ. PLASTIC ° ° Q LAMINATE SHELVING Ld J w W ° ° SCALE: 1 /8" =1 `4' UON Q 0 ° ° ISSUE: BID ' \ � DATE: 9.16.22 3/4' PRE —FINISHED BOARD 1 � 3/a' PRE —FINISHED BOARD W/ P—LAM FINISH ° W W/ CAB. LINER EDGES ISSUE: PERMIT PPROVED \ W/ PR —FINISHED BOARD _ ° ° ° DATE: 10.12.22 ADJUSTABLE PLASTIC ° ° BLOCKING APPROVED \ N LAMINATE SHELVING 1/4" CABINET BACK ° ° ISSUE: REVISED PERMIT SET BLOCKING FINISH TO MATCH CABINET ADJUSTABLE PLASTIC ° ° 0 0 INTERIOR LAMINATE SHELVING ° ° DATE: 10.20.22 Cf)° ° CLEAT � UPPER CASEWORK— CY z ° ° ISSUE: CORRECTED PERMIT SET Q o o 0 3/4" PREFINISHED BOARD o ° ° CFFLEAT ° ° 1 X 3 BLOCKING DATE: 11.18.22 w W/—P—LAM SURFACE j ° J o o z 3/4" PRE —FINISHED BOARD z w ° ° FIRE RETARD. TREATED W/ CAB. LINER & EDGES O� ° ° 3/4" PRE —FINISHED BOARD o ° ° ° ° — 2 x 4 WD. BLOCK'G DRAWN BY: SMC W/ CAB. LINER & EDGES � w LL � w z w Ofo o y4' CABINET BACK. FINISH TO I— w MATCH CABINET INTERIOR ° ° > J PPROVED \ Y4' CABINET BACK. FINISH TO ° ° DOOR HARDWARE TASK LIGHT, SEE RCP BLOCKING ELEVATIONS 0 o U' w w FOR LOCATIONS MATCH CABINET INTERIOR ° (REFER TO ELEVATIONS) ° ° w ° ° RUBBER BASE DETAILS DOOR HARDWARE (REFER TO ELEVATIONS) ° TASK LIGHT, SEE RCP FRENCH FOR LOCATIONS COCLEAT VALANCE W/ P—LAM SURFACE 1'-2" 1/4" RECESS 1/4" RECESS 1/4" RECESS V-2" 1'-2" D. 1 RESUB UPPER CABINET W/TASKLIGHT SECTION UPPER OPEN SHELF W/TASKLIGHT SECTION UPPER CABINET SECTION FULL HEIGHT CABINET DETAIL Nov 18 2022 678CITY OF EDMONDS 5 1111 _ 1 11 11 _ 1 11 11 _ 1 11 11 _ 1 11 DEVELOPMENT SERVICES SCALE: 1 1/2.... = 1-0 SCALE: 1 1/2" = 1 —0 SCALE: 1 1/2" = 1-0 SCALE: 1 1/2" = 1-0 DEPARTMENT 0 Ld 2 Y2" X 1 Y4" 25 GA DIAG. METAL Of ��� WALL SUPPORT STRUT @ 8'-0" O.C. METAL ANGLE 1x1x12GA of0 \ oSTO \ W/ 2 Y2„ MTL STUD @ 4'-0" O.C. STRUCTURE 3/$ _j ����� 97i� ATTACHED W/ %"DIA. EXPANSION 1221 E Pike Street W/ EXPANSION ANCHOR (SIMPSON STRONG BOLT 2) 0 � � ��9� BOLT (SIMPSON STRONG BOLT 2) ANGLE OF WIRE FROM Suite 205 BRACE TO STRUCT. ABOVE W/ 2 Y2 MTL. STUD ® 48"DIA. w _ — X 00 U w o- a 2 Y2" BLANKET INSULATION ABOVE CEILING TILE 2'-0" FROM FACE OF PLUMBLINE = 10"MAX ' Seattle, WA 98122 4'-0" O.C. ATTACHED W/ EXPANSION BOLT PARTITION. 6 #12 HANGAR WIRE tel. 206.682.0954 DIA. EXPANSION BOLT (SIMPSON STRONG BOLT 2) ANCHORED TO (SIMPSON STRONG BOLT 2) CONTINUOUS TOP RUNNER WITH STRUCTURE ABOVE T U L L Y DEEP LEG TRACKS AND VERTICAL STABILIZER BAR TO ASSOCIATES REFERENCE RCPLE 2 Y2 X 1 Y4 25 GA DIAG. METAL SLOTTED HOLES — SECURE TO KEEP COMPONENTS WALL SUPPORT STRUT @ 8'-0" O.C. UNDERSIDE OF SLAB OR WOOD FACE OF WALL FROM SPREADING —7 ACOUSTICAL CEILING 3 4 W/ 2 Y2" MTL STUD © 4'-0" O.C. BLOCKING/PURLINS — FASTEN APART HEAD SECTION CONNECTION (DO NOT FASTEN ln METAL CEILING GRID RCP GWB TO TOP TRACK) ARMSTRONG WOOD SPACER BLOCK, NON ACOUSTICAL CEILING HEAD SECTION BERC 2 CLIP Y8" X 1" FOAM TAPE @ CUMBUSTIBLE TILE SEISMIC CLIP S C 0 TT C 0 N N 0 R 2 Y2" MTL STUDS @ SOUND RATED PARTITION 0 O C 24" O.C. BETWEEN BLOCKS ACOUSTICAL CEILING TILE = ARMSTRONG BERC A R C H I T E C T 0 2 CLIP 2-1/2" 25 GA. MTL. STUDS 5/8" TYPE 'X' GWB METAL WALL SUPPORT Q @ 24" O.C., WITH 5/8" TYPE PLAN ATTACHED W/ (3) #8 SCREWS 0 Q X GWB EACH SIDE PLAN REQUIRED 7HEAVY 8879 REGISTERED AR ITECT 2 Y2" MTL HEAD TRACK —PAINTED BY CODE �8„ DUTY FLAT BLACK c� 2-1/2 25 GA MTL. RUNNER MAX 8" CROSS TEE Scott Aan Connor CONT. 25 GA GALV. CONT. 'L' MTL—TAPE &FIN. SMOOTH z 2 Y2" ROCK WOOL I � CHANNEL, FASTEN TO SLAB DO NOT FASTEN TEE TO CLOSURE STATE OF WASHINGTON STL RUNNER CHANNEL J FLOOR TO CEILING � WITH 0.146" DIA. HILTI X—DNI ANGLE AT ONE END IN EACH ANCHOR TO FLOOR m 1 X Ys FOAM TAPE @ 24" O.C., EMBED 1-1 2" DIRECTION. FASTEN TEE TO 4" COVED BASE AT 5/8" TYPE 'X' GWB CLOSURE ANGLE AT OPPOSITE END. CARPET TILE 4"COVED BASE AT = — RUNNER CHANNEL ANCHOR VCT & LVT 4" COVED BASE AT TO FLOOR � MG 2 1/2" MTL STUDS CARPET TILE 4" COVED BASE AT VCT & LVT NOTE: EXIT FRAMING IS WOOD. CONFIRM USE OF FRAMING IS WOOD. NFIRM USE OFWOOD OR METAL STUDS FOR FRAMING. 20TE:EXISTING OOD OR METAL STUDS FOR FRAMING. BASE SECTION BUILDING STANDARD PARTITION 1 „_ ,_„ SCALE. 3 1 0 BUILDING STANDARD PARTITION HEAD 2 „_ , SCALE. 6= 1 -0 BUILDING STANDARD 3 „_ ,_„ SCALE. 3 1 0 SOUND PARTITION CEILING PERIMETER SEISMIC DETAIL 4 SCALE: NTS NO. 9 GA FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. NOTES 12 A. ONLY A HEAVY DUTY T-BAR SYSTEM SHALL BE USED. ASCE 7.05 SECTION 3.3.8.2.2 ITEM A. B. WIDTH OF A PERIMETER SUPPORTING CLOSURE ANGLE (WALL ANGLE) SHALL BE NOT LESS THAN FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING 1. LATERAL BRACING CLUSTER: FOUR (4) STRUCTURE METAL ANGLE 1 X 1 X 12GA GA. GALV. SOFT -ANNEALED MILD STEEL WIRES FLOOR/ROOF STRUCT. 2.0 INCHES. ASCE 7.05 SECTION 13.5.6.2.2 ITEM B. CONTRACTOR. SECURED TO MAIN RUNNER WITHIN 2" OF CROSS C. ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL ANGLE. POP RIVETS W/ %"EXPANSION ANCHOR 'T' AND SPLAYED 90` FROM EACH OTHER AT 45" ARE ACCEPTABLE ON THE OTHER TWO SIDES. THERE SHALL BE A 1 /4 INCH CLEARANCE BETWEEN (SIMPSON STRONG BOLT 2) COMPRESSABLE ST T MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 2'-0" O.C. X 8'-0" O.C. AND 4'-0" MAX. FROM THE ENDS OF THE GRID AND THE WALL. ASCE 7.05 SECTION 13.5.6.2.2 ITEM B. D. ON THE OTHER TWO SIDES THERE SHALL BE A 3/4 INCH CLEARANCE BETWEEN THE ENDS OF n lug THE GRID AND THE WALL ASCE 7.05 SECTION 13.5.6.2.2 ITEM B. EACH WALL. WIRES SHOULD BE TAUT WITHOUT NOTE NO. 1 CAUSING CEILING TO LIFT. ��� E. STABILIZER BARS ARE REQUIRED TO PREVENT THE SPREAD OF MAIN BEAMS AND/OR CROSS TEES. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING METAL ANGLE 1x1x12GA #8 SCREW Cn NOTE NO. 1 2. INSTALL PER 2015 IBC, ASCE STANDARD RNS MI 9.6.2.6 CATEGORY DEF, ASTM E580, ASTM C635, IN 1- ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION. F. PERIMETER SUPPORT WIRES ARE REQUIRED WITHIN EIGHT INCHES OF THE WALL FOR ALL EDGES. W/ %$" EXPANSION ANCHOR (SIMPSON STRONG BOLT 2) j ASTM 645 AND ASTM C636. SUPPORTING WIRES CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, COMPRESSION STRUT j NO. 9 GA LATERAL SUPPORT WIRE p \ TO BE GAUGED AND SPACED PER ASTM C841 SEISMIC ZONES 3 & 4, MAY 2004, I. SECTION. \ WITHIN 3" OF EACH CORNER OF U TABLE 3 AND LIGHT FIXTURE SUPPORT G. VERTICAL HANGERS SHALL BE N0. 12 GAUGE WIRE SPACED AT 4 FEET ON CENTER OR N0. 10 12 GAUGE (3) TURNS WITHIN _ -= ATTACHMENT PER ASTM E580. GAUGE SPACED AT 5 FEET ON CENTER ALONG EACH MAIN RUNNER. THREE WIRE TURNS REQUIRED WITHIN 1:6 OUT OF PLUMB UNLESS COUNTER SLOPING WIRES ARE PROVIDED. 1 "' OF END OF WIRE LIGHT FIXTURE. SPLAY WIRES AS �X SHOWN AND FASTEN TO BEAM OR SHOWN 3. SPECIAL INSPECTION REQUIRED FOR CEILING H. LATERAL BRACING IS REQUIRED: SPLAY WIRE PODS AT 12" MAX O.C. AND 8" MAX FROM WALLS. PURN. MIN OF 3 WIRE TURNS INSTALLATION PER IBC 1705.1. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE EA CONNECTION POINT. ~ 4. HEAVY DUTY T-BAR GRID SYSTEM. STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. CISCA GUIDELINES FOR SEISMIC SEISMIC BRACE WIRE NOTE: MAIN RUNNER 5. FOR CEILING AREAS OVER 1,000 SF, PROVIDE RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, 2018, REFER TO SUSPENDED ADDITIONAL HORIZONTAL RESTRAINT PER CEILING 2" MAX TYP MFG. INSTALLATION SECTION. I. CEILINGS OVER 2,500 SQUARE FEET MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT CEILING BRACING DETAIL 6. END CONDITION DETAIL: USE 1" SEISMIC PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SQUARE FEET. ASCE MAIN RUNNER 4'-0" O.C. NOTE NO. 4 CROSS 'T' CLIPS AT RECOMMENDED INTERVALS. 7.05 SECTION 13.5.6.2.2 ITEM D. J. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD AND OTHER PENETRATIONS SHALL HAVE RECESSED 2X4 7. ASCE-7-10 (REFERENCED IN IBC 1613.1). A 2 INCH OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE FLUORESCENT ASCE IS AN ACRONYM FOR AMERICAN SOCIETY MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS; OR SPRINKLER HEAD EXTENSION LIGHT FIXTURE. OF CIVIL ENGINEERS. TO HAVE A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT IN ALL 8. PARTIAL LISTING OF REQUIREMENTS FOR HORIZONTAL DIRECTIONS. ASCE 7.05 SECTION 13.5.6.2.2 ITEM E. K. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. ASCE 7.05 NOTE: SUSPENDED CEILINGS: TO BE USED AT NEW CEILING GRID INSTALLATION ONLY. SECTION 13.5.6.2.2 ITEM F. L. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. ASCE 7.05 SECTION 13.5.6.2.2 ITEM G. TYP. 'T' MAIN RUNNER NOTE: REFERENCE SUSPENDED 4'-0" O.C. REFER TO GRID BRACING DETAIL M. ALL WIRE TIES TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAUGE GRID BRACING DETAIL. CROSS CEILING BRACING DETAIL & GRID DETAIL. HANGER WIRES SPACED 4" O.C. ASTM C 636 ITEM 2,3,4.BRACING 0 0 e SUSPENDED CEILING BRACING DETAIL CEILING GRID BRACING DETAIL LIGHT FIXTURE SEISMIC BRACING DETAIL 5 SCALE: NTS 6 SCALE: NTS 7 SCALE: NTS m L� U N O AT CARPET TO LVT FOR SMOOTH TRANSITION AT CERAMIC TILE TO VCT FOR SMOOTH TRANSITION 00 < SCHEDULED CARPET. REF. FINISH PLAN CERAMIC TILE n T 1 /8" GAUGE X 1 /4" STAINLESS SCHLUTER DIVIDER (OR HEIGHT REQ'D 1 /8" GAUGE X 1 /4" STAINLESS SCHLUTER SCHIENE EDGE PROTECTION (OR HEIGHT u U FOR SMOOTH TRANSITION REQ'D FOR SMOOTH TRANSITION) FEATHER LATEX AS REQUIRED UNDER FEATHER LATEX AS REQUIRED UNDER LVT FOR SMOOTH AND LEVEL LVT FOR SMOOTH AND LEVEL TRANSITION ALIGN TRANSITION TO CARPET TILE ALIGN TO TILE LVT FLOORING VCT FLOORING LINE OF EXISTING CONCRETE SLAB LINE OF EXISTING CONCRETE SLAB a � a a aT FLOORING NOTES: ° ° a ° a FLOORING NOTES: VO Pn V O 1. INSTALL LVT AND PREP FLOOR AS PER MANUFACTURERS 1. INSTALL VCT AND PREP FLOOR AS PER MANUFACTURERS (2) C) Q RECOMMENDATIONS AND SPECIFICATIONS. RECOMMENDATIONS AND SPECIFICATIONS. 2. INSTALL CARPET AND PREP FLOOR 2. INSTALL CERAMIC TILE AND PREP FLOOR AS PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. AS PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. 0 0 > :2 (.0 :2 MONO III W M W FLOOR TRANSITION @ CARPET TO LVT FLOOR TRANSITION @ VCT TO CERAMIC TILE SCALE: 3 SCALE: 3 -1-0 -1-0 I SUE: BID REFER TO PLANS ATE: 9.16.22 3/4P" SURFACES I SUE: PERMIT W//% LAM. AT ALLEEXPOSED 5'-8" AF ATE: 10.12.22 FEATHER LATEX AS REQUIRED UNDER TYP. ROD K & V 600 W/ FLANGE I SUE: REVISED PERMIT SET CARPET FOR SMOOTH TRANSITION TO TILE K & V 766 EACH END 5'-3" AlATE: 10.20.22 SCHEDULED CARPET TILE FLOORING - 0 I SUE: CORRECTED PERMIT SET STAINLESS SCHUUTER DIVIDER, _ ATE: 11.18.22 1 /8" X HEIGHT REQ'D FOR SMOOTH TRANSITION PORTLAND BASED THIN — SET RAWN BY: SIX SETTING BED ELEVATION ALIGN CERAMIC TILE PER FINISH PLAN LINE OF EXISTING CONCRETE SLAB 1'-4" < a ° a a < FLOORING NOTES: 1'-1" DETAILS 1. GROUT JOINTS CAN VARY BETWEEN 1/16" MIN. TO 1 /8" MAX. FOR STRAIGHT—LINE INSTALLATION PROVIDE 20 GA SHEET MTL BACK'G OR 2 X 4 F.R. TREATED WOOD ADD SUPPORT K AS REQ'D BLOCK'G IF SPAN EXCEEDS 36" D-2 RESUB FLOOR TRANSITION @ CARPET TO CERAMIC TILE COAT ROD DETAIL 11 NOT USED 2022 Nov OF CITY E 10 �� _ 11 SCALE: 1 1 /2 1ONDS 0 12 M T SERVICES DEVELOPMENT SERVICES DEPARTMENT �� �_ SCALE. �_ �� 1 0 �� � � 11 SCALE: 1 1 /2 1 0 STRUCTURAL NOTES O C (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: ROOF FLOOR PARTITIONS LIVE LOADS: ROOF (SNOW LOAD) OFFICE SPACE 15 PSF + 10 PSF MECH 25 PSF 15 PSF 25 PSF 50 PSF (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.11). EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-16 SECTION 12.8. SITE CLASS D (DEFAULT) SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.285 ONE SECOND SPECTRAL RESPONSE ACCEL (Si) 0.452 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 1.028 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.557 RISK CATEGORY II SEISMIC IMPORTANCE FACTOR 00 1.0 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE -RESISTING -SYSTEM WOOD SHEAR WALLS RESPONSE MODIFICATION FACTOR, (R) 6.5 REDUNDANCY FACTOR (p) 1.0 SEISMIC RESPONSE COEFFICIENT (CS) 0.158 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-16 SECTION 12.7.2. BASE SHEAR (V), V = CSW = RD I W WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 97 MPH EXPOSURE C KZT 1.0 SEE PLANS FOR ADDITIONAL DESIGN LOADS. STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK IN ACCORDANCE WITH SECTION 1704.4 OF THE IBC. STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED. FOUNDATIONS: SPREAD FOOTINGS ALLOWABLE SOIL PRESSURE: 2000 PSF (ASSUMED PER ORIGINAL DRAWINGS DATED 10/09/08) LUMBER ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc (PSI) SLEEPERS DOUG-FIR STUD 700 - LIGHT FRAMING (STUDS) HEM -FIR STUD 675 800 2x JOISTS AND PLANKS HEM -FIR #2 850 - PLATES AND BLOCKING HEM -FIR #2 850 - 6x AND LARGER BEAMS AND STRINGERS DOUG-FIR #2 875 - 4x AND SMALLER BEAMS AND STRINGERS HEM -FIR #2 850 - ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000 REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: NAIL SHANK 0 MIN LENGTH 8d COMMON 0.1310 2 1/2" SHANK 10d COMMON 0.1480 3" SHANK 12d COMMON 0.1480 3 1/4" SHANK 16d COMMON 0.1620 3 1/2" SHANK 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148" 0 x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NDS 12.1.4.2. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. GALVANIZATION UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED ACCORDING TO THE FOLLOWING TABLE: GALVANIZATION UNTREATED WOOD CCA-C SBX ACQ-C ACQ-D CBA-A CA-B OTHER BORATE ACZA OTHER PT WOOD G90 X X X G 185 X X X X X X HDG X X X X X X STT300 X X X X X X X X G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA HDG = HOT DIP GALVANIZED SST300 = TYPE 316L STAINLESS STEEL RATED SHEATHING RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE IN CONFORMANCE WITH IBC STANDARD 2303.1.5. TYPICAL FRAMING NOTES 1. BEARING WALL FRAMING 2x STUDS @ 16" OC FOR ALL SHEAR AND/OR BEARING WALLS UNO. REFER TO FRAMING PLAN NOTES FOR TYPICAL DOOR & WINDOW HEADERS NOT CALLED OUT ON THE PLANS. HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD UNO. COLUMNS BELOW FLUSH MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT OTHERWISE SHALL BE TWO STUDS. 2. WALL BASE PLATE ON CONCRETE WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE -TREATED. FOR ALL EXTERIOR AND INTERIOR WALLS, BOLT PLATES OR SILLS TO CONCRETE STEM WALLS OR THICKENED SLAB FOOTINGS WITH 3/4 INCH DIAMETER ANCHOR BOLTS WITH 7 INCH MINIMUM EMBEDMENT. PLACE AT 5'-0" OC MAXIMUM FOR SHEAR WALLS, AND AT 6'-0" OC FOR BEARING WALLS AND OTHER PARTITIONS. USE MINIMUM OF TWO ANCHOR BOLTS PER SILL AND PLACE ONE WITHIN 12 INCHES OF END OF PLATES, TYPICAL UNLESS NOTED OR DETAILED OTHERWISE. REFER TO SHEAR WALL SCHEDULE. AT ALL SILL PLATE ANCHOR BOLTS, CONTRACTOR SHALL INSTALL 1/4" x 3" x 3" FLAT PLATE WASHERS. INTERIOR NON-STRUCTURAL WALLS MAY BE ANCHORED TO CONCRETE SLAB -ON -GRADE WITH 1/4" x 3" POWDER ACTUATED FASTENERS WITH 3/4" WASHERS AT 16" OC AND WITHIN 6" OF END OF PLATES. 3. ROOF AND FLOOR FRAMING PROVIDE 1 1/2" FULL DEPTH BLOCKING FOR JOISTS AND RAFTERS AT ALL SUPPORTS AND AT 8'-0" OC MAXIMUM UNO. INTERMEDIATE 8'-0" OC BLOCKING NOT REQ'D IF GWB CEILING IS INSTALLED DIRECTLY TO UNDERSIDE OF FRAMING. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST SPAN. PROVIDE TRUSS BLOCKING PANELS FOR ROOF TRUSSES AT SUPPORTS AND SHEAR WALLS, AND WHERE INDICATED ON PLANS AND DETAILS. 4. DIAPHRAGM NAILING ALL SHEAR WALLS, FLOOR AND ROOF DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT ON SCHEDULES OR ON THE PLANS. EXTERIOR WALLS NOT INDICATED AS SHEAR WALLS SHALL BE SHEATHED AND NAILED TO SUPPORTING FRAMING WITH 8d NAILS AT 6" OC AT ALL PANEL EDGES AND 12" OC AT ALL INTERMEDIATE SUPPORTS. THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE DIAPHRAGMS CAN BE INSTALLED FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16" ARE NOT ACCEPTABLE. 5. ALLOWABLE STUD AND PLATE PENETRATIONS CUTTING AND/OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOT EXCEED 25% OF THE STUD/PLATE WIDTH IN EXTERIOR AND BEARING WALLS AND SHALL NOT EXCEED 40% OF THE STUD/PLATE WIDTH IN ANY NON -BEARING PARTITIONS. BORED HOLE DIAMETER IS LIMITED TO 40% OF STUD/PLATE WIDTH IN ANY STUD AND MAY BE 60% IN NONBEARING PARTITIONS OR IF STUD IS DOUBLED. MAINTAIN 5/8" MINIMUM EDGE DISTANCE FROM HOLE EDGE. 6. GYPSUM WALLBOARD NAILING ALL GYPSUM WALLBOARD SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES WITH 6d COOLER NAILS OR NO. 13 GAUGE x 1 5/8" @ 7" OC (5d COOLER NAILS FOR 1/2 INCH GYPSUM SHEATHING). TYPICAL UNLESS NOTED OTHERWISE. INSTALLATION OF GWB SHALL BE SUCH THAT JOINTS ARE STAGGERED ON EACH SIDE OF A SINGLE WALL. EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. LEGEND DEFINITION SYMBOL DEFINITION SYMBOL I I I=l��=l I I=l��=1 I I - - - - - DIRECTION OF FRAMING EXTENT OF FRAMING NATIVE SOIL GRANULAR FILL COLUMNS STRUCTURAL STEEL COLUMN BEARING ON BEAM P RATED SHEATHING BEAM CONTINUOUS OVER SUPPORT 0 SHEAR WALL (SEE SCHEDULE) SWX CONCRETE WALL COLUMN MARK (SEE SCHEDULE) BEARING STUD WALL FOOTING MARK (SEE SCHEDULE) O NON -BEARING STUD WALL HOLDOWN MARK (SEE SCHEDULE) BEARING STUD SHEAR WALL HANGER MARK (SEE SCHEDULE) O NON -BEARING STUD SHEAR WALL FLAG NOTE (SEE PLAN NOTES) 4 CMU WALL STEEL MOMENT FRAME CONN. p /� �V ABBREVIATIONS (A) ABOVE HORIZ HORIZONTAL AB ANCHOR BOLT KIP KING POST ALT ALTERNATE KSI KIPS PER SQUARE INCH ARCH ARCHITECT MECH MECHANICAL (B) BELOW MF MOMENT FRAME BLKG BLOCKING NS NEAR SIDE BM BEAM OC ON CENTER BOT BOTTOM OPP OPPOSITE BTWN BETWEEN PL PLATE CJP COMPLETE JOINT PENETRATION PLCS PLACES CLR CLEAR PSI POUNDS PER SQUARE INCH CMU CONCRETE MASONRY UNIT PSF POUNDS PER SQUARE FOOT COL COLUMN P/T POST TENSIONED CONC CONCRETE PT PRESSURE TREATED CONN CONNECTION REINF REINFORCING CONT CONTINUOUS REQ'D REQUIRED DBL DOUBLE SCHED SCHEDULE DET DETAIL SIM SIMILAR DIM DIMENSION SOG SLAB ON GRADE EA EACH STD STANDARD ELEV ELEVATION SW SHEAR WALL EXIST EXISTING TOC TOP OF CONCRETE EXP EXPANSION TOS TOP OF STEEL FLR FLOOR TOW TOP OF WALL FDN FOUNDATION TYP TYPICAL FTG FOOTING UNO UNLESS NOTED OTHERWISE FS FAR SIDE VFY VERIFY FH FULL HEIGHT VIF VERIFY IN FIELD GLB GLUE -LAMINATED BEAM VERT VERTICAL SHEAR WALL SCHEDULE APA-RATED MIN FRAMING AT SHEAR WALL RIM JOIST OR SILL PLATE NAILING TO SILL PLATE ANCHOR FOUNDATION SHEAR TYPE SHEATHING ADJOINING PANEL NAILING BLOCK CONN TO RIM/BLKG BOLT TO SLAB OR SILL PLATE SIZE CAPACITY EDGES (SEE NOTE 5) AT PANEL EDGES TOP PLATE FOUNDATION (PLF) BELOW 15/32" 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 3/4" 0 AB SW6 ONE SIDE AND BLKG @ 6" OC @ 24" OC 6" OC @ 5'-0" OC 2x 242 15/32" 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 3/4" 0 AB SW4 ONE SIDE AND BLKG @ 4" OC @ 20" OC 4" OC @ 5'-0" OC 2x 350 SW3 15/32" (2) 2x STUD AND 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 3/4" 0 AB 2x 455 ONE SIDE 2x FLAT BLKG @ 3" OC @ 15" OC 3" OC @ 4'-0" OC 15/32" 3x STUD AND 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 3/4" 0 AB SW2 ONE SIDE 2x FLAT BLKG @ 2" OC @ 12" OC 2.5" OC @ T-0" OC 2x 595 15/32" (2) 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 3/4" 0 AB 2SW4 BOTH SIDES AND BLKG @ 4" OC @ 10" OC 2" OC @ T-6" OC 2x 706 15/32" (2) 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131 x 3" 3/4" 0 AB 2SW3 BOTH SIDES AND BLKG @ 3" OC @ 7.5" OC @ 1.5" OC @ T-0" OC 2x 910 15/32" 3x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131 x 3" 3/4" 0 AB 2SW2 BOTH SIDES AND BLKG @ 2" OC @ 6" OC @ 1.5" OC @ V-6" OC 2x 1190 NOTES: 1. REFER TO THE TYPICAL SHEAR WALL DETAIL. 2. THE VALUES IN THIS TABLE ARE APPROPRIATE FOR HF GRADE STUDS AND HF GRADE PLATES & RIM/BLOCKING. 3. NAILS AT ADJOINING PANEL EDGES SHALL BE STAGGERED EACH SIDE OF THE COMMON JOINT. 4. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3x AT ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. 5. WHERE TABLE SPECIFIES (2) 2x FRAMING, CONNECT (2) 2x STUDS AND BLOCKING AS FOLLOWS: SW3 = (2) 0.131"0 @ 3.5" OC, 2SW4 = 0.131" 0 @ 2.5" OC, 2SW3 = (2) 0.131"0 @ 1.5" OC. 6. NOTE THAT 3x FRAMING MAY BE USED IN LIEU OF (2) 2x FRAMING SPECIFIED IN TABLE. 7. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 12" OC MAXIMUM. 8. AT ALL 3/4"0 SILL PLATE ANCHOR BOLTS, INSTALL 1/4" x 3" x 3" PLATE WASHERS. EDGE OF PLATE WASHER SHALL BE WITHIN 1/2" OF SHEATHED EDGE. FOR DOUBLE SIDED SHEAR WALLS, USE WIDER PLATE WASHERS AS REQUIRED TO MEET THIS REQUIREMENT. 9. PROVIDE A MINIMUM OF 7" EMBEDMENT FOR AB INTO FOUNDATION OR STEM WALL. 10. 7/16" SHEATHING MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" OC OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 G�EVY C WA_ f s►s'C� ONAL � J H H Z O F D N 0' ~ O :E M j= LJ w C) � N Ld Q N 00 0 Y 0' Q 08126122 DESIGN: LMS DRAWN: LVW CHECK: CCC JOB NO: 22274.10 DATE: 08/26/22 W 0 CO L W m J N U O QJ V) :2 V) 0 0 0 Z a Z O O 0 N 0 W M W SHEET: Q D U D/'�/ LL O C I SEE NOTE 6 PARTIAL ROOF FRAMING PLAN SCALE: 1/8" = V-0" TYPICAL ROOF FRAMING PLAN NOTES: 0 I CV 00 I 0 I ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 0 • G�EVY C o� WAs, 10 12 J Q D z5 O co �D nN Ir U � (n � W w ■ ■===I P I 1 -01, 14roF 1. WALLS SHOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING. 2. REFER TO SHEET S3.1 FOR TYPICAL ROOF FRAMING DETAILS. 3. REFER TO DETAIL 1/S3.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. 4. HOLDOWNS SHOWN ON ROOF FRAMING PLAN SHALL BE PLACED ON UPPER FLOOR LEVEL. 5. UNLESS NOTED OTHERWISE, ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16" OC. 6. TO ACHIEVE SW3, REMOVE EXISTING PLYWOOD, INSTALL (2) 2x OR 3x STUDS AT ADJOINING PANEL EDGES, AND RESHEATHE AND RENAIL PER SHEAR WALL SCHEDULE. ALTERNATIVELY, REMOVE EXISTING SHEETROCI<, ADD 2x STUD EA SIDE OF EXISTING STUD AT ADJOINING PANEL EDGES, AND NAIL EXISTING PLYWOOD TO ADDED STUDS @ 6" OC. 0NAL & 08/ 26122 N W Q N 00 O Y (Y Q DESIGN: LMS DRAWN: LVW CHECK: CCC JOB NO: 22274.10 DATE: 08/26/22 w n m N Z U 000 < J LL- a J _ Q 0 0 Z Q Z I-- O O Q 0 N 0 W M W I SHEET: S2ml O C ADJACENT NAILS IN A ROW ARE TO BE DRIVEN FROM OPPOSITE SIDES, TYP FOR 2x4 STUDS, PROVIDE SINGLE ROW OF NAILS STAGGERED EA SIDE WITH 1 1/2" EDGE DISTANCE. FOR 2x6 STUDS, PROVIDE (2) ROWS OF NAILS SPACED AT 2 1/2" W/ 1 1/2" EDGE DISTANCE 9" OC MAX SPACING BETWEEN ADJACENT NAILS IN A ROW 0.131" 0 x 3" NAILS, TYP (5) STUDS MAX TO BE USED FOR BUILT-UP COLUMNS TYPICAL BUILT-UP STUD COLUMN DETAIL SCALE: 1" = V-0" Ll 2 1/4" END DISTANCE, TYP (2) ROWS OF (8) 0.131"0 x 3" NAILS @ 3" OC EA SIDE OF SPLICE AND (2) @ 9" OC ELSEWHERE W/ 1 1/2" EDGE DISTANCE 3" OC \ SPACING EXISTING SHEATHING TOP CHORD / SPLICE J AT LOCATIONS WHERE IT IS NOT POSSIBLE BOTTOM TO INSTALL THE SPECIFIED 0.131"0 CHORD SPLICE NAILS, THE CONTRACTOR SHALL SPLICE SIMPSON STRAP PER INSTALL SIMPSON CS20 STRAPS EA SIDE PLAN OF WALL AT SPLICE. INSTALL EA STRAP W/ (12) 10d AT EA END. WHERE BOTH PLATES ARE CUT, INSTALL CS20 STRAPS SIMPSON LTP4 AT EA PLATE AND EA SIDE OF THE WALL. @ 24" OC � 6'-0" MIN BETWEEN SPLICES I. STUD WALL SHEATHING SPLICES TO OCCUR AT PER PLAN & SHEAR CENTER OF VERTICAL STUDS WALL SCHEDULE TOP CHORD SPLICE BOTTOM CHORD SPLICE TYPICAL TOP PLATE SPLICE DETAIL SCALE: 1" = V-0" TYPICAL DRAG STRUT DETAIL SCALE: 1" = V-0" L EXIST ROOF JOISTS PER PLAN VERIFY/PROVIDE 4x BLOCKING OVER LENGTH OF STRUT SIMPSON STRAP PER PLAN VERIFY EXIST BLOCIING OR PROVIDE FULL DEPTH 4x LSL BLOCKING VERIFY/PROVIDE 8d @ 6" OC k- ­'� SIMPSON STRAP PER PLAN PANEL EDGE NAILING PER PLAN & SHEAR WALL SCHEDULE OR STRUCTURAL NOTES NEW OR EXIST NON -BEARING SHEAR WALL PER PLAN EXIST SHEATHING EXIST JOISTS SIMPSON LTP4 @ 24" OC ROOF FRAMING DETAIL (INTERIOR NON -BEARING AT SHEAR WALL) SCALE: 1" = V-0" ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 G�EVY C Q F WAS �► s s J6, kll,)AH\ ONAL � J Q z O n N ry U � (n � W w Q a- N Ld rq Q N 00 O 08126122 Y (Y Q DESIGN: LMS DRAWN: LVW CHECK: CCC JOB NO: 22274.10 DATE: 08/26/22 J W 0 0 m W w m � CO J N U O 00 QJ N N 0 0 z a z 0 0 0 N 0 W M W SHEET: S3ml C � ENGINEERING 250 4th Ave S Ste 200 Edmonds, WA 98020 Phone: (425) 778-8500 Fax: (425) 778-5536 civil & structural engineering & planning STRUCTURAL CALCULATIONS Edmonds Yacht Club Remodel 326 Admiral Way Edmonds, WA 98026 W14 ee �AL?3725 jONAL CG Project No.: 22274.10 Project Description This project is a remodel to an existing 2-story, wood -framed commercial building. The remodel will involve the partial removal of walls in (1) location of Suite B at the upper floor. We have the original construction drawings and calculations, and it appears that these walls are non -load bearing shear walls. Scope of Work We will provide stamped structural calculations and construction drawings suitable for permit and construction. Basis of Design Roof Dead 25 psf Live 25 psf (snow) Floor Dead 25 psf Live 50 psf (Offices) 100 psf (Lobbies) Wind Parameters Wind Speed, 3-Sec Gust 97 MPH Exposure Category C Importance Factor, IW 1 (Non -Essential Facility) Mean Height 27.125 (FT Above Grade Elevation) Seismic Parameters V = Wp*[Sds/(R/le)] = Sds/(6.5/1) = Cs*Wp Sds 1.028 Importance Factor, le 1 (Non -Essential Facility) Wp = Seismic Dead Weight of Stucture Description By Date LS 8/19/2022 Project Summary Checked Date ENGINEERING scale NTS sheet No. 250 4th Ave South project Job No. Suite 200 Edmonds Yacht Club 22274.10 Edmonds, WA 98020 STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS). CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE DESIGN LOADS DEAD LOADS: ROOF 15 PSF M/E EQUIPMENT 10 PSF OVERFRAMING 10 PSF FLOOR 25 PSF DECK 15 PSF PARTITIONS 15 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF OFFICE SPACE 50 PSF LOBBIES/CORRIDORS 100 PSF PRINT ROOM 125 PSF DECK 50 PSF (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.9). EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-05 SECTION 12.8. SITE CLASS (ASSUMED) D SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.202 ONE SECOND SPECTRAL RESPONSE ACCEL (Si) 0.422 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 0.817 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.444 OCCUPANCY CATEGORY II SEISMIC IMPORTANCE FACTOR 00 1.0 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE -RESISTING -SYSTEM WOOD SHEAR WALLS RESPONSE MODIFICATION FACTOR, (R) 6.5 REDUNDANCY FACTOR (p) 1.0 SEISMIC RESPONSE COEFFICIENT (CS) 0.126 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-05 SECTION 12.8. BASE SHEAR (V), V = CSW = SDS W 26.0 KIPS (ASD) WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 85 MPH EXPOSURE C WIND IMPORTANCE FACTOR (IW) 1.0 INTERNAL PRESSURE COEFFICIENT (GCpl) (N/A FOR SIMPLIFIED METHOD) KZT 1.0 SEE PLANS FOR ADDITIONAL DESIGN LOADS. A QUALITY ASSURANCE PLAN SHALL BE IMPLEMENTED TO VERIFY INSPECTIONS AND OBSERVATIONS ARE COMPLETED AS REQUIRED FOR THE LATERAL FORCE RESISTING SYSTEMS IN ACCORDANCE WITH SECTIONS 1705 AND 1706 OF THE IBC. SUPPORTING DOCUMENTATION SHALL BE PROVIDED BY THE CONTRACTOR TO THE BUILDING OFFICIAL TO ACKNOWLEDGE THEIR AWARENESS OF THESE REQUIREMENTS. STEEL CONSTRUCTION - SPECIAL INSPECTION IS REQUIRED IN CONFORMANCE WITH THE 2006 IBC SECTION 1704.3 AND TABLE 1704.3. SPECIAL INSPECTION OPERATION SOILS EXCAVATION & FILL FOUNDATION BEARING CAPACITY VERIFICATI CONCRETE REINFORCING PLACEMENT ANCHOR BOLTS HOLDOWN PLACEMENT CONCRETE TEST SPECIMENS CONCRETE PLACEMENT STRUCTURAL STEEL FABRICATION & ERECTION HIGH STRENGTH BOLTING SHOP & FIELD WELDING SINGLE PASS FILLET WELDS S 5/16" FILLET WELDS > 5/16" PARTIAL & COMPLETE PENETRATION OTHER WI DESIGN LOADING FROM EXISTING DRAWINGS DATED 10/09/08 OD FRA SH STRAP N DRAG ST NOTE: ALL ITEMS MARKED WITH AN "X" SHALL BE IBC CHAPTER 17. SPECIAL INSPECTION SHP TESTING AGENCY DESIGNATED BY THE OWN ENGINEER, AND BUILDING OFFICIAL SHALL E RESULTS. ANY INSPECTION FAILING TO MEE IMMEDIATELY BROUGHT TO THE ATTENTION SHOP DRAWINGS SHOP DRAWINGS FOR THE FOLLOWING ITEMS AND STRUCTURAL ENGINEER FOR REVIEW PRI 1. REINFORCING STEEL 4. W0( 2. CONCRETE MIX DESIGN 5. OPE 3. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED, REVISI AND DATE STAMPED BY THE CONTRACTOR P CONTRACTOR SHALL PROVIDE (3)-SETS OF ALLOW TWO WEEKS FOR SHOP DRAWING APP ENGINEER'S SHOP DRAWING REVIEW IS FOR C CONCEPT AND CONTRACT DOCUMENTS. MARk CONSTRUED AS RELIEVING THE CONTRACTOR PLANS AND SPECIFICATIONS. THE CONTRACT( ACCURACY, FOR CONFORMING AND CORRELA SELECTING FABRICATION PROCESSES, FOR TE PERFORMING THE WORK IN A SAFE MANNER. ENGINEER'S SHOP DRAWING REVIEW OF STRU IS FOR LOADS IMPOSED ON THE BASIC STRU RESPONSIBLE FOR CODE CONFORMANCE AND STRUCTURE. SHOP DRAWINGS SHALL INDICAT IMPOSED ON THE BASIC STRUCTURE AND SH PROFESSIONAL ENGINEER REGISTERED IN THE /V\LI/'DCTC /lAAICTDII/lT1AAI - CDC/`IAI IAICDC/`TIAAI IC DCAIIIDCA IAI /`AAICAD11AAl/`C WITU 2 Seismic Analysis Design Per 2018 IBC & ASCE 7-16 Seismic Coefficients Soil Site Class Occupancy Category Seismic Design Category SS = S, _ SMS = FaSS = SM,=FSt= SDS = (2/3)SMS = SDI _ (2/3)SM, _ Ta = Cthnx = R Factor = IF Factor = 1.285 0.452 1.542 0.835 D (assumed / default) II (non -essential facility) D Lat. = 47.808 Long. _ -122.391 Fa = 1.200 Fv = 1.848 1.028 0.557 0.27 Ct = 0.02 hn = 32 x = 0.75 6.5 (Wood shear walls) 1.0 Seismic Base Shear V = 0.044SDS1 = 0.045 W V = (SDSIW)/R = 0.158 W V = (SolIW)/RTa = 0.318 W (Minimum Force) (Governing Force) (Maximum Force) From Computer Program: Short & 1-Sec Period Mapped Acceleration Parameters (MCE) ASCE 7-16 (Eq. 11.4-1) ASCE 7-16 (Eq. 11.4-2) ASCE 7-16 (Eq. 11.4-3) ASCE 7-16 (Eq. 11.4-4) ASCE 7-16 (Table 12.8-2) ASCE 7-16 (Table 12.8-2) ASCE 7-16 (Table 12.2-1) ASCE 7-16 (Table 1.5-2) ASCE 7-16 (Eq. 12.8-5) ASCE 7-16 (Eq. 12.8-2) ASCE 7-16 (Eq. 12.8-3) Seismic Base Shear LS M`" 08/19/22 Checked Date ENGINEERING Scale NTS Sheet No. 250 4th Ave. South project Job No. Suite 200 Edmonds Yacht Club Remodel Edmonds, WA 98020 22274.10 Wind Design (ASCE 28.5 Enclosed Simple Diaphragm) 2018 IBC ASCE 7-16 Building Exposure Exp.= C Section 1609.4 Section 26.7.3 Basic Wind Speed V= 97 Per Jurisdiction Risk Category IW= II Table 1.5-1 Top of Roof Height (feet) h= 29.75 Mean Roof Height (feet) hmew= 27.125 Building Length (feet) L= 104.5 Building Width (feet) W= 87 End Zone Width, a (feet) a= 8.7 Figure 28.6-1 Roof Angle Angle= 36.9 Design Wind Pressure, P,3 P,30A= 16.8 Figure 28.6-1 Design Wind Pressure, P,3 P,30B= 11.5 Figure 28.6-1 Design Wind Pressure, P,3 P,30C= 13.4 Figure 28.6-1 Design Wind Pressure, P,3 Ps3oD= 9.2 Figure 28.6-1 Height/Exposure Adjustm XmaX 1.35 Topo. Effect Coeff., Kit KzY 1.00 Vasd = Vu1t*V0.6 • Section 1609.3.1 Design Wind Load ULT PROPOSED ASD EXIST ASD % p,=X*Kzt*ps30 ps X*Kzt*ps30*O.6 P,30A= 22.7 13.6 17.7 0.77 P,30B= 15.5 9.3 12.1 0.77 PS30C= 18.0 10.8 14 0.77 PS30D= 12.4 1 7.5 1 9.6 0.78 Minimum Wind Load ULT ASD ps X*Kzt*ps30 p,=X*Kzt*ps30*O.6 Ps30A,c= ps30B,D= 16.0 8.0 9.6 4.8 Description By LS Date 8/ 19/ 2022 Wind Summary Checked Date ENGINEERING Seale Sheet No. 250 4th Ave South NTS Project Job No. Suite 200 Edmonds Yacht Club Remodel 22274.10 Edmonds, WA 98020 8/18/22, 9:18 AM ATC Hazards by Location A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. 6 The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. iT Hazards by Location Search Information Address: 456 Admiral Way, Edmonds, WA 98020, USA Coordinates: 47.8079762,-122.3910324 Elevation: 13 ft T i m esta m p: 2022-08-18 T 16:18:03.760Z Hazard Type: Seismic Reference ASCE7-16 Document: Risk Category: II Site Class: D-default Basic Parameters Name Value Description SS 1.285 MCER ground motion (period=0.2s) St 0.452 MCER ground motion (period=1.0s) SMS 1.542 Site -modified spectral acceleration value SM1 * null Site -modified spectral acceleration value SDg 1.028 Numeric seismic design value at 0.2s SA Sol * null Numeric seismic design value at 1.0s SA * See Section 11.4.8 Additional Information Name Value Description SDC * null Seismic design category Fa 1.2 Site amplification factor at 0.2s FV * null Site amplification factor at 1.0s CRg 0.911 Coefficient of risk (0.2s) CRt 0.896 Coefficient of risk (1.0s) PGA 0.546 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.655 Site modified peak ground acceleration Angeles O larysville a ��rerett 0 D fle ,Redmord 'er'cn _ to ©2022 Google, Report a map error https://hazards.atcouncil.org/#/seismic?lat=47.8079762&ing=-122.3910324&address=456 Admiral Way%2C Edmonds%2C WA 98020%2C USA 51/2 8/18/22, 9:17 AM ATC Hazards by Location A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. 6 The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. iT Hazards by Location Search Information Address: 456 Admiral Way, Edmonds, WA 98020, USA Coordinates: 47.8079762,-122.3910324 Elevation: 13 ft T i m esta m p: 2022-08-18 T 16:16:23.327Z Hazard Type: Wind Angeles O larysville a ��rerett 0 D tle ,Redmord 'er'cn _ to ©2022 Google, Report a map error ASCE 7-16 ASCE 7-10 ASCE 7-05 MRI 10-Year 67 mph MRI 10-Year 72 mph ASCE 7-05 Wind Speed MRI25-Year 73 mph MRI25-Year 79 mph MRI 50-Year 78 mph MRI 50-Year 85 mph MRI 100-Year 83 mph MRI 100-Year 91 mph Risk Category 1 92 mph Risk Category I 100 mph Risk Category II 97 mph Risk Category II 110 mph Risk Category III 104 mph Risk Category III -IV 115 mph Risk Category IV 108 mph 85 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area — in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. 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 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 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 https://hazards.atcouncil.org/#/wind?lat=47.8079762&ing=-122.3910324&address=456 Admiral Way%2C Edmonds%2C WA 98020%2C USA 61/2 year 2.65 tc ( 0. 099 /o 420 Wnc�v = 2.6k ( °I-jZ t�o2 = Z. 01+. Now4ow►JS l �tta�� _ Lim I -I, �.V- Tuttow,d= 4ioow Cmma6 ) > 56vo wpK �wti�aWil. _ (-Moo (CPMT14> 36OW ©K- uPGr(LPrQE 1-14 wM2 -- )^L1OQr UPtMOP-'S NOT- W(Qvl(LEO C Description �,F� 1 ' 1*` n �L- �, n S By US Date � Ia Cl<- V" Checked Date ENGINEERING Scale Sheet No. 250 4th Ave. South Suite 200 project cc�� Job No. Edmonds, WA 98020 � AA00 �S � T U06 425.778.8500 www.cgengineering.com f-J� LATERAL KEY PLAN - ROOF RED = EXISTING (NO CHANGE) BLUE = PROPOSED /132� Os Y-�.7 - - -- Ls A ' 9�z I � �• 7 7 ic— cli Al 0 w 417 z,,1Zih I � �5 1. (•- - - - - - -iw � _M I � I w !Sfl•4 �c,faC. 23'-V 30'-W 87-0' 0 4�7�q;_3 , �• 28'-6' 10 12 �co� 2 05 8 Upper Floor Shear Walls -Walls Below the Roof Framing F=, HT 10.33 HT 9 3.5 03 X- Direction Walls Wall Wall SW Trib EQ, WL EQ Wind SW Reduced Gross Gross (6.6-0.146�)DL 0.6'DL Net UPlitt Hold-down Line Line DL End i End J End I End J End I End J End I End J Line Mark Length Width 2w/h Shear Shear Callout HD Length Uplift Uplift Load Load Trib 8 1 0 1 4.1 2.6 0.0 2 11.67 - 1.0 351 159 SW3 11.2 3.8 2.4 0.2 0.2 0.3 0.3 3.6 3.6 MST48 MST48 - - 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11112 1 21.5 1.0 89 41 SW6 21.0 0.9 0.6 0.4 0.4 0.6 0.6 0.5 0.5 None None 3.1 2.0 0.0 2 13.5 - 1.0 89 41 SW6 13.0 1.0 0.6 1.0 1.0 1.4 1.4 0.0 0.0 None None - - 16.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 E Z.D She-Ils: 1/2" sheathing w/ HF studs Nil - 0 plf SW6 8d@6"o.c. 242 plf SW4 8d@4"o.c. 350 plf SW3 8d@3"o.c. 455 p SW2 8d2"oc @ 595 plf f 2SW4 8d@4"o.c. 706 plf 2SW3 8d@3"o.c. 910 plf 2SW2 8d@2"o.c. 1190 plf Re -Galt 1200 plf CM ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Holdown Table (Floor Clear Span = 16") Nil 0 kips None - 0.5 kips MST37 (2}2x HF 2.345 kips MST48 (2}2x HF 3.640 kips MST60 (2}2x HF 5.405 kips MST72 (2}2x HF 6.475 kips kips kips kips kips Re-Calc 6.5 kips Upper Floor Shear Walls X-Direction Edmonds Yacht Club Remodel 7.2 4.b -Input Cell Input Cell w/ Formula LS Checked Scale NTS Job No. 22274.10 08/19/22 No. 0 EXCERPT FROM ORIGINAL CALCULATIONS (FOR REFERENCE) Upper Floor Shear Walls - Walls Below the Roof Framing X - Direction Walls Fx (EQ) = 12.6 kips (Story Shear) Story HT = 10.333 Fx wind = 13.2 kips(Story Shear Wall HT = 9 Max h/w 3.5 Wx= 120 PLF seismic Sos= 0.82 Wx= 126 PLF wind EQ Wind EQ Wind Governing EQ Wind Wall Wall SW Trib EQ EQ Wind SW Reduced Gross Gross o.6-o S. DL 0.6 • DL Net Uplift Hold-down Line Line Line Mark Length Width 2w1h Shear Shear Callout HD Len th U lift Uplift End il End' End 11 End End i End End i End' Load Load 1 1 2 3.25 3.25 5.75 0.7 0.7 147 147 79 79 SW6 SW6 2.8 2.8 1.8 1.8 1.4 1.4 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 1.7 1.7 1.7 1.7 MST37 MST37 MST37 MST37 0.7 - 0.7 - 4 1 2 3.75 3.5 13 0.8 0.8 286 307 161 161 SW4 SW4 3.3 3.0 3.4 3.7 2.7 2.7 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 3.1 3.4 3.1 3.4 MST60 MST60 MST60 MST60 1.6 - 1.6 - 5.5 1 21.21 1 11.31 1.0 238 48 SWo 20.7 2.5 0.7 1.3 1.3 1.8 1.8 1.2 1.2 MST37 MST37 1.4 1.4 6 1 9.25 1 18.38 1.0 238 178 SWo 8.8 2.6 2.7 0.6 0.6 1 0.8 0.8 2.0 2.0 MST60 MST60 2.2 2.3 8 1 2 4.25 8.5 27.25 0.9 1.0 272 257 192 192 SW4 SW4 3.8 8.0 3.2 2.8 3.1 3.0 0.2 0.5 0.2 0.5 0.3 0.7 0.3 0.7 2.9 2.3 2.9 2.3 MST60 MST60 MST60 MST60 3.3 - 3.4 - 11/1 1 2 21.5 19 20.83 1.0 1.0 62 62 46 46 SW8 SW6 21.0 18.5 0.7 0.7 0.7 0.7 1.7 1.5 1.7 1.5 2.3 2.0 2.3 2.0 0.0 0.0 0.0 0.0 None None None None 2.5 - 2.6 - 13 1 2 3 7.83 28 4 8.08 - 1.0 1.0 0.9 24 24 27 18 18 18 SW6 SW6 SWB 7.3 27.5 3.5 0.3 0.3 0.3 0.3 0.3 0.3 0.3 1.2 0.2 0.3 1.2 0.2 0.5 1.7 0.2 0.5 1.7 0.2 0.0 0.0 0.1 0.0 0.0 0.1 None None None None None None 1.0 - - 1.0 - - 104.6 Panel Rigidity Nail Slip Anchorage Anch. Slip LoadiNafl en Ratio da pt pZ pa ,f� �mt Wall Line Wall Mark SW Length EQ Shear Wind Shear SW Callout HD Boundary El. End 1 E (psi) A in2 Gt (#f') 1 1 2 3.25 3.25 147 147 79 79 SW6 SW6 MST37 MST37 t###lil#N! 16.6 16.5 425M _'. 42500 105 105 0.02 0.02 0.82 0.82 0.041 0•041 0.019 0.019 0.044 0.044 0.1351 0.135 0.1141 0.114 0.313 0.313 MAX 1 0.313 4 1 2 3.75 3.5 286 307 161 161 SW4 SW4 MST60 MST60 /% 16.6 16.6 42500 42500 136 146 0.03 0.04 0.68 0.75 0.034 0.037 0.032 0.037 0.087 0.093 0.203 0.270 0.082 0.096 0.403 0.496 MAX 1 1 0.496 5.5 1 21.21 238 48 SW6 MST37 16.5 42500 170 0.05 0.62 0.031 0.005 0.072 0.338 0.013 0.427 MAX 0.427 6 1 9.25 238 178 SW6 MST60 16.5 42500 170 0.05 0.44 0.022 0.011 0.072 0.338 0.021 0- 42 MAX 0.442 8 1 2 4.25 8.5 272 257 192 192 SW4 SW4 MST60 MST60 16.5 16.5 42500 42500 129 122 0.03 0.03 0.64 0.51 0.032 0.025 0.027 0.013 0.082 0.078 0.203 0.203 0.068 0.027 0.379 0.320 MAX 0.379 11/1 1 2 21.5 19 62 62 46 46 SWo SW6 None None 16.5 16.5 42500 42500 44 44 0.00 0.00 0.00 0.00 0.000 0.000 0.001 0.001 0.019 0.019 0.000 0.000 0.000 0.000 0.020 0.020 MAX 1 0.020 13 1 2 3 7.83 28 4 24 24 27 18 18 18 SW6 SW6 SW6 None None None 16.5 16.5 16.5 42500 42500 42500 17 17 20 0.00 0.00 0.00 0.00 0.00 0.01 0.000 0.000 0.000 0.001 0.000 0.003 0.007 0.007 0.008 0.000 0.000 0.000 0.000 0.000 0.000 0.009 0.008 0.011 MAX 0.011 Shearwalls: 1/2'sheathing w/ HF studs Wag Nails spacing capacity units "I - 0 pit SW6 ad 6 242 pit SW4 8d 4 350 pit SW3 Btl 3 455 pit SW2 Btl 2 595 pit 2SW4 ad 4 706 pif 2SW3 8d 3 910 0 2SW2 ad 2 1190 plf Re -Cale - 1200 p8 Nail Slip Table Load/Fastener 6d 8d 10d 0 0.00 0.00 0.00 60 0.01 0.00 0.00 80 0.02 0.01 0.01 100 0.03 0.01 0.01 120 0.04 0.02 0.01 140 0.06 0.03 0.02 160 0.10 0.04 0.02 180 0.05 0.03 200 0.07 0.05 220 0.09 0.06 240 0.07 Hold -Down Table HD Chord Area E capacity units slip units NI RTulcma 16.5 1.20E+06 0 kips 0.000 In. None RP- 16.5 1.20E+06 0.5 kips 0.000 in. MST37 at -a 16.5 1.20E+06 2.0 kips 0.050 in. MST60 pi- 16.5 1.20E+06 4.6 kips 0.050 in. CMST14 12Y.- 16.5 1.20E+06 6.5 kips 0.050 in. PHD2 16.5 1.20E+06 3.5 kips 0.063 in. PHD5 (2),.- 16.5 120E+06 4.0 kips 0.077 in. PH06 aFarFmn 16.5 1.20E+06 5.0 kips 0.068 in. HD14A 64 DF#1 30.25 1.60E+06 13.4 kips 0.215 in. HHDO14 6A DF#1 30.25 1.60E+06 14.7 kips 0.081 in. Re -Cale - 15.0 kips in. Input Cell Input Cell w/ Formula 2 07 10