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HomeMy WebLinkAbout3131 Smokey Point Dr Ste 1A_BLD6080_2025 COMMERCIAL TENANT IMPROVEMENT PERMIT APPLICATION Community and Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 The following information is required for Commercial, Multi-Family, and Mixed-Use Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents. See ASSISTANCE BULLETIN #30 for detailed design requirements. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING; Incomplete applications will not be accepted. REQUIRED DOCUMENTS City of Arlington Commercial Tenant Improvement Permit Application Site Plan Architectural Plans Structural Plans Structural Calculations Mechanical System Modifications, (if applicable) Plumbing System Modifications, (if applicable) Project Specification Manuals, (if applicable) WSEC Compliance Forms, (if applicable) https://waenergycodes.com/ Special Inspection and Testing Agreement Deferred Submittal Request Airport Property Lease (if building is located within the Arlington Airport Property Boundary) 1. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 2. The City of Arlington does not review or inspect electrical systems. Contact Labor and Industries at lni.wa.gov or 360-416-3000. A. DEFERRED SUBMITTALS If the project requires any of the following, a Deferred Submittal Request MUST be completed. Deferred submittals require separate applications, plans and plan review. 1. Mechanical Plans (if not included in the plan set) 2. Plumbing Plans (if not included in the plan set) 3. Fire Sprinkler 4. Fire Alarm 5. Signage B. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Firm is required to perform special inspections for the following type of work. *The Special Inspection and Testing Agreement MUST be submitted with the Building Application. Reinforced Concrete Structural Steel and Welding Bolting in Concrete High-Strength Bolting Pre-stressed Concrete Spray-Applied Fireproofing Shotcrete Smoke-Control Systems Structural Masonry Other - Specify: ______________________________________ I acknowledge that all items designated as submittal requirements must accompany my Tenant Improvement Permit Application to be considered a complete submittal. COMMERCIAL TENANT IMPROVEMENT INSTALLATION, MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL *CHECK ALL THAT APPLY Automatic fire extinguishing systems Compressed gas systems Fire pumps Flammable and combustible liquids (tanks, piping etc.) Standpipe systems Hazardous materials Private fire hydrants Industrial ovens/furnace Fire alarm and detection systems Spraying or dipping operations High piled/rack storage Temporary membrane structure, tents (>200 sq. ft.) or canopies (>400 sq. ft.) Provide details on any of the above checked items: _________________________________________________________________________ ________________________________________________________________________________________ Type of Permit: New Space Addition Alteration Property Address: Project Valuation: Lot #: Parcel ID No.: Subdivision: Project Scope of Work: Description of New Tenant Business Operations: IBC Construction Type: IBC Occupancy Type: Building/Space Square Footage: Number of Stories: Square Footage Per Floor: 1st 2nd 3rd 4th 5th 6th Primary Contact: Owner Architect Engineer Contractor Owner Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Architect Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Engineer Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Primary Contractor: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: REV03.2022 Page 2 of 7 COMMERCIAL TENANT IMPROVEMENT MECHANICAL SYSTEM INFORMATION Type of Permit:  New Installation  Addition  Alteration  Replaced  Gas Piping Mechanical Contractor: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: • New gas piping requires a pressure test hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured per IFGS, Section 415 • Proper Combustion air and venting required for all appliances • A shut-off valve is required within 6 feet of each appliance Gas Piping Specification and complete Schematic PAGE 4  Not Applicable Proposed Piping Material:  CSST  Brass  Black Steel  Galvanized Steel  Other Proposed Piping Size:  ½”  ⅝”  ¾”  1”  1½”  2” Inlet Pressure: Pressure Drop: Specific Gravity: MECHANICAL PERMIT FEES (per unit) Type of Fixture No. of Units Cost per Unit Subtotal Additional Plan Review fees x $ 75.00 = $ Air Cond. Unit ≤100Btu/h x $ 15.00 = $ Air Cond. Unit >100Btu/h x $ 25.00 = $ Air Cond. Unit >500Btu/hp x $ 50.00 = $ Air Handling Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler <100Btu/h >3hp x $ 15.00 = $ Boiler >1 million Btu/h<50hp x $ 25.00 = $ Boiler >1.5 million Btu/h<50hp x $ 50.00 = $ Boiler >100Btu/h 3-15hp x $ 15.00 = $ Boiler >500Btu/h 15-30hp x $ 25.00 = $ Commercial Hoods -Type I x $ 25.00 = $ Commercial Hoods -Type II x $ 50.00 = $ Diffusers x $ 15.00 = $ Dryer Ducting x $ 15.00 = $ Ductwork (drawings required) x $ 25.00 = $ Evaporative Coolers x $ 15.00 = $ Exhaust/Ventilation Fans x $ 15.00 = $ Fireplace/Insert/Stove x $ 15.00 = $ Forced Air Heat ≤100 Btu/h x $ 15.00 = $ Forced Air Heat >100 Btu/h x $ 25.00 = $ Gas Clothes Dryer x $ 15.00 = $ Gas Fired AC ≤100 Btu/h x $ 15.00 = $ REV03.2022 Page 3 of 7 COMMERCIAL TENANT IMPROVEMENT MECHANICAL PERMIT FEES (per unit) Gas Fired AC >100 Btu/h x $ 25.00 = $ Gas Fired AC > 500 Btu/h x $ 50.00 = $ Gas Piping ≤ 5 units x $ 15.00 = $ Gas Piping > 5 units (plus <5 units) x $ 2.00 = $ Heat Exchangers x $ 15.00 = $ Heat Pump-Condensing Unit x $ 25.00 = $ Hot Water Heat Coils x $ 15.00 = $ Miscellaneous Appliance - regulated by $ 15.00 $ x = mechanical code, not otherwise specified Pkg. Units ≤100btu x $ 25.00 = $ Pkg. Units >100btu x $ 50.00 = $ Range/Cook top-Gas Fired x $ 15.00 = $ Refrigeration Unit ≤100Btu/h x $ 15.00 = $ Refrigeration Unit >100Btu/h x $ 25.00 = $ Refrigeration Unit >500Btu/h x $ 50.00 = $ Re-inspection fee (all) x $ 75.00 = $ Unit Heaters ≤ 100 Btu/h x $ 15.00 = $ Unit Heaters >100 Btu/h x $ 25.00 = $ VAV Boxes (Variable Air Volume, part of air $ 10.00 $ x = conditioning system) Wall Heaters - Gas Fired x $ 25.00 = $ Water Heater - Gas Fired x $ 25.00 = $ Permit Fee $ Table 4-8; Plan Review Fee $ Processing/Technology Fee $25.00 Total $ PRESSURE PIPING SCHEMATIC COMPLETE FOR GAS PIPING ONLY – USE A SEPARATE SHEET, IF NECESSARY  SCHEMATIC IS TO SCALE  SCHEMATIC NOT TO SCALE Show Pipe Size(s) and Length(s) from meter to all appliances NOTE: Any interior pressure regulators must be indicated REV03.2022 Page 4 of 7 COMMERCIAL TENANT IMPROVEMENT PLUMBING SYSTEM INFORMATION Type of Permit:  New Installation  Addition  Alteration  Replaced  Industrial Plumbing Contractor: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: The following items need to be specified on the plans:  Fixture specifications and equipment with locations.  Location and type of all backflow assemblies for each fixture.  Calculations for Grease Interceptor.  Pipe size and location of sanitary and potable water systems.  Riser diagram of waste, vent, and rain water systems, including sizes.  Medical gas piping riser diagram, type of gas, storage room and size of piping. PLUMBING PERMIT FEES (per fixture) Commercial plumbing permits are required to submit line drawings. A plan review fee of 65% per Table 4-6 for plumbing permits will be assessed at time of submittal. Includes two (2) inspections with permit. Type of Fixture No. of Fixtures Cost per Fixture Subtotal Additional Plan Review fees x $ 75.00 = Alteration/repair piping x $ 15.00 = Backflow Assembly x $25.00 = Base Plumbing Fee $ 25.00 $25.00 Bath/Shower Combo x $ 15.00 = Building Main Waste x $ 25.00 = Clothes Washer x $ 15.00 = Dishwasher x $ 15.00 = Drinking Fountain x $ 15.00 = Floor Drains x $ 15.00 = REV03.2022 Page 5 of 7 COMMERCIAL TENANT IMPROVEMENT PLUMBING PERMIT FEES (per fixture) Grease Interceptor x $ 75.00 = Grease Trap x $ 25.00 = Hose Bibb x $ 15.00 = Icemaker/Refrigerator x $ 15.00 = Irrigation – per meter x $ 25.00 = Kitchen Sink & Disposal x $ 15.00 = Laundry Tray x $ 15.00 = Lavatory x $ 15.00 = Med Gas Piping ≤ 5 inlets/outlets x $ 60.00 = Med Gas Piping > 5 inlets/outlets (plus ≤ 5 x $ 5.00 = inlets/outlets) Miscellaneous – regulated by plumbing x $ 15.00 = code, not otherwise specified Pretreatment Interceptor x $ 15.00 = Re-inspection Fee (all) x $ 75.00 = Roof Drains x $ 15.00 = Shower (only) x $ 15.00 = Sink (bar, service, etc.) x $ 15.00 = Toilets x $ 15.00 = Urinal x $ 15.00 = Vacuum Breakers x $ 25.00 = Water Heater x $ 25.00 = Water Heater - Tankless x $ 25.00 = Permit Fee Table 4-6; Plan Review Fee Processing/Technology Fee $25.00 Total PROPOSED BUILDING USE  New  Addition/Alteration  Medical  Automotive Based  Industrial  Office  Restaurant  Machine Shop  Other: ____________________________________ CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply.  Ice Machine  Dialysis Equip.  Air washers  Coffee Urn/Espresso  Hydrotherapy Equip.  Steam Generators  Carbonated Bev.  Dental Equip.  Dye Vats  Fume Hoods  Laboratory Equip.  Pressure Washers  Degreasers  Autoclave/Sterilizers  Cooling Towers  Hot Tub/Spa  Decorative Fountain  Fire Sprinkler  Aquarium  Swimming Pools  Sprinkler w/chemicals  Lawn Irrigation  Well on property  Other: ________________________ WASTEWATER DISCHARGE Does the plumbing system currently have a grease interceptor?  Yes  No  Don’t Know Does the plumbing system currently have an oil/water  Yes  No  Don’t Know separator? REV03.2022 Page 6 of 7 COMMERCIAL TENANT IMPROVEMENT Is water used in the business process (washing, rinsing,  Yes  No  Don’t Know cooling)? Does your business require a NPDES permit?  Yes  No  Don’t Know I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Signature Print Name Date REV03.2022 Page 7 of 7 DEFERRED SUBMITTAL REQUEST Community and Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 The undersigned has been issued a permit for construction prior to final approval of the following. The following items shall be considered deferred submittals and shall be submitted AND approved prior to installation. Property Address: Parcel ID No.: Project Name: Project Description: Primary Contact: Owner Owner’s Agent Owner Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Owner’s Agent: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: LIST ALL ITEMS PROPOSED TO BE DEFERRED ESTIMATED DATE OF SUBMITTAL ITEM: DATE: ITEM: DATE: ITEM: DATE: ITEM: DATE: ITEM: DATE: ITEM: DATE: I, Owner/ Owner’s Agent, hereby assumes all risk, financially and otherwise, for any construction performed that may need to be removed if the deferred submittals listed above are not appropriate. I understand that certain inspections will NOT be performed until the submissions are accepted, reviewed and issued. I understand additional fees will be required based on the additional time spent for plan review. All deferred submittals must be submitted to the City of Arlington Community and Economic Development Department for review. Signature Print Name Date REV03.2022 Smokey Point Shopping Center Commercial Tenant Improvement 3131 Smokey Point Drive, Suite 1-A PO Box 3188 827 9293 Edmonds, WA 98020 PO Box 3188 (425) 827-9293 Arlington, WA 98223 (425) Edmonds WA 98020 Jeremy Smith, AIA NCARB dimensions@dimensionsarch.com ABBREVIATIONS GENERAL NOTES VICINITY MAP PROJECT TEAM REVISION INDEX AB ANCHOR BOLT LA, LARCH LANDSCAPE ARCHITECT · DRAWINGS ARE NOT TO BE MODIFIED OR REUSED WITHOUT PRIOR WRITTEN CONSENT OWNER: RAMALEY PROPERTIES, INC AC AIR CONDITIONING LAM LAMINATE FROM DIMENSIONS, INC (ARCHITECT). PO BOX 837 # DATE DESCRIPTION ACC ACCESS LAV LAVATORY · DO NOT SCALE DRAWINGS STANWOOD, WA 98292 ADDL ADDITIONAL LOC LOCATE, LOCATION · CONSULT THE ARCHITECT REGARDING ANY ERRORS, OMISSIONS OR CHANGES ON PHONE: (206) 818-2707 22000642 NORTH REGISTERED ADH ADHESIVE LR LIVING ROOM PLANS BEFORE PROCEEDING WITH THE WORK. CONTACT: MARK RAMALEY ARCHITECT ADJ ADJUSTABLE, ADJACENT LWC LIGHT WEIGHT · COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, REGULATIONS, LAWS, ACST ACOUSTICAL CONCRETE STANDARDS, CUSTOMS AND CRITERIA. ACT ACOUSTICAL CEILING · UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TO NOMINAL SURFACE OF ARCHITECT: DIMENSIONS, INC. JEREMY SMITH TILE MATL MATERIAL MASONRY, FACE OF CONCRETE WALLS, FACE OF STUDS AT INTERIOR AND EXTERIOR 209 4TH AVE S, STE 202B STATE OF WASHINGTON ABV ABOVE MECH MECHANICAL WALLS. EDMONDS, WA 98020 AF ABOVE FLOOR MTD MOUNTED · VERIFY DIMENSIONS BEFORE PROCEEDING WITH WORK. (NOTIFY ARCHITECT OF ANY PHONE: (425) 827-9293 AFF ABOVE FINISHED FLOOR MTL METAL DISCREPANCIES). CONTACT: JEREMY SMITH, AIA PROFESSIONAL SEAL AL ALUMINUM · VERIFY ALL ROUGH DIMENSIONS. ALT ALTERNATE (N) NEW · VERIFY ALL SIZE AND LOCATION OF AND PROVIDE ALL OPENING THROUGH FLOORS PROJECT SITE STRUCTURAL HAREZLAK ENGINEERING ANOD ANODIZED NIC NOT IN CONTRACT AND WALLS, FURRING, CURBS, ANCHORS, INSERTS AND ROUGH BUCKS/BACKING FOR ENGINEER: 11745 87TH AVE S APT APARTMENT NO, # NUMBER SURFACE-MOUNTED ITEMS. SEATTLE, WA 98117 ARCH ARCHITECT, NTS NOT TO SCALE · VERIFY GRADES SHOWN ON DRAWINGS PHONE: (360) 224-0627 ARCHITECTURAL · VERIFY ALL LOCATION OF ALL UTILITIES BEFORE PROCEEDING WITH WORK. CONTACT: PHIL HAREZLAK, PE ATTN ATTENTION O/ OVER · VERIFY WITH OWNER ALL LANDSCAPING TO REMAIN, TO BE REMOVED OR TO BE AVG AVERAGE OC ON CENTER RELOCATED. OH OVERHEAD · REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE AND SHALL BE COMPLETELY BO BOTTOM OF OPNG OPENING PROVIDED AS IF DRAWN IN FULL BDRM, BR BEDROOM OPP OPPOSITE · COORDINATE ALL NON INDICATED OR SPECIFIED ITEMS WITH OWNER INCLUDING BUT JURISDICTION SEAL BEL BELOW NOT LIMITED TO FINISHES, COLORS, HARDWARE, FIXTURES, SWITCHES, OUTLETS, BTW BETWEEN PL PLATE, PROPERTY LINE PHONE JACKS AND CABLE OUTLETS. BLDG BUILDING PLAM POLY LAMINATE · WINDOW HEADERS TO MATCH HEIGHT OF DOORS. BLK / BLKG BLOCK / BLOCKING PLY, PLYWD PLYWOOD BLT-IN BUILT-IN PT PRESSURE TREATED BM BEAM, BENCH MARK BTM BOTTOM QTY QUANTITY BS BOTH SIDES © 2024 Microsoft Corporation © 2024 TomTom BSMT BASEMENT RD ROOF DRAIN REV REVISION CAB CABINET RO ROUGH OPENING APPLICABLE CODES PARCEL INFORMATION SHEET INDEX ISSUANCE INDEX CB CATCH BASIN REQ'D REQUIRED CIR CIRCLE 2021 INTERNATIONAL BUILDING CODE PARCEL ID#: 00645300001001 NUM TITLE SUB 1 2 3 4 5 6 7 REVISION & DATE CL CENTER LINE S&V STAIN AND VARNISH CLG CEILING S&S STAIN AND SEAL 2021 INTERNATIONAL RESIDENTIAL CODE ARCHITECTURAL LEGAL DESCRIPTION: SMOKEY POINT (PLANNED COMM. BUSINESS) BLK 000 D-01 CLO CLOSET SCT SECTION 2021 INTERNATIONAL MECHANICAL CODE 2021 INTERNATIONAL FIRE CODE N 220FT OF LOT 10 A-001 COVER SHEET / VICINITY MAP /GENERAL NOTES COL COLUMN SIM SIMILAR CONC CONCRETE STC SOUND TRANSMISSION 2021 INTERNATIONAL EXISTING BUILDING CODE A-101 SITE PLANS PHYSICAL ADDRESS: 3131 SMOKEY POINT DRIVE, SUITE 1-A CPT CARPET COEFFICIENT 2018 UNIFORM PLUMBING CODE ARLINGTON, WA 98223-4711 CMU CONCRETE MASONRY STRL STRUCTURAL 2020 NATIONAL ELECTRICAL CODE A-201 FLOOR PLAN AND EXITING PLAN JURISDICTION: CITY OF ARLINGTON UNIT 2009 ICC A117.1, BARRIER-FREE STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ZONE: HC (HIGHWAY COMMERCIAL) A-202 ENLARGED FLOOR PLANS AND WALL ASSEMBLIES CONT CONTINUOUS TC, TOC TOP OF CURB, UNDERLAY: N/A CONTR CONTRACTOR CONCRETE 2021 WSEC WASHINGTON STATE ENERGY CODE A-610 ADA COMPLIANCE PRESCRIPTIVE CODE (REFERENCE ONLY) CW COLD WATER TP TOP PLATE DESIGN CRITERIA STRUCTURAL Arlington, WA 98223 TW, TOW TOP OF WALL DBL DOUBLE TYP TYPICAL ROOF SNOW LOAD: 25 PSF S1.0 GENERAL STRUCTURAL NOTES AND DETAILS DEG DEGREE DESCRIPTION OF WORK SEISMIC CATEGORY: D1 S2.0 STRUCTURAL PLANS DEMO DEMOLISH UNF UNFINISHED RISK CATEGORY: I Commercial Tenant Improvement DH DOUBLE HUNG UNO, UON UNLESS NOTED 1) ADDED DEMISING WALL TO SEPARATE ONE TENANT SPACE INTO TWO TENANT ASSUMED SOIL BEARING: 1500 PSF 3131 Smokey Point Drive, Suite 1-A DIA DIAMETER OTHERWISE SPACES. FROST DEPTH: 12" DIM DIMENSION 2) ADD TWO NEW EXIT DOORS FOR EGRESS IN EACH TENANT SPACE. CRITICAL AREA: N DN DOWN W/ WITH 3) INSTALL TWO NEW RESTROOMS. HISTORIC DISTRICT: N Smokey Point Shopping Center DR DOOR W/O WITHOUT 4) ONE NEW TENANT SPACE BEING BUILT OUT UNDER SEPARATE PERMIT. STEEP SLOPE: N PROJECT TITLE DS DOWN SPOUT WH WATER HEATER CLIMATE ZONE: 4C These plans are copyrighted in accordance with federal and state statutes. Reproduction and alterations by any method of all or any portion of these plans or variations thereof without written permission from DIMENSIONS, INC. is expressly prohibited. DTL DETAIL WD WOOD DWG DRAWING WDW WINDOW SITE SERVICES Job #: 202306-18 DWP DRYWALL PAINTED WP WATER PROOF WR WATER RESISTANT Drawn: KJH JRS WATER CITY OF MARYSVILLE EA EACH SEWER CITY OF MARYSVILLE Checked: JRS EJ EXPANSION JOINT ELECTRICAL SNOHOMISH COUNTY PUD EL, ELEV ELEVATOR, ELEVATION GAS CASCADE NATURAL GAS Issuance: 7.18.2024 ELEC ELECTRICAL TRASH / RECYCLING WASTE MANAGEMENT Submittal: 07.10.2024 EM, EMER EMERGENCY ENT, ENTR ENTRY, ENTRANCE EQ EQUAL EXIST, (E) EXISTING REQUESTED DEFERRED SUBMITTALS LAND USE INFORMATION FAR FLOOR AREA RATIO FD FLOOR DRAIN · PLUMBING SITE AREA: 82764 SF · ELECTRICAL SETBACKS: FE FIRE EXTINGUISHER FFE FINISH FLOOR LINE · MECHANICAL FRONT 25'-0" FIN FINISH · SPRINKLER SIDE 5'-0" FIX, FIXT FIXTURE REAR 20'-0" FL, FLR FLOOR REVISION & DATE FND, FNDN FOUNDATION PROPOSED HEIGHT: NO CHANGE FOC FACE OF CONCRETE MAX HEIGHT: 50' ABOVE MEDIAN GRADE FOF FACE OF FINISH ALLOWABLE COVERAGE: 100% FOS FACE OF STUD (PER 20.48.D-1) FR FIRE RESISTANT FPL, FP FIREPLACE FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FUR FURRING FURN FURNITURE GA GAUGE GALV GALVANIZED BUILDING INFORMATION GC GENERAL CONTRACTOR GND GROUND PRIMARY USE: VACANT GR GRADE OCCUPANCY: M (PREVIOUS) GWB GYPSUM WALL BOARD GROSS FLOOR AREA: 6178 SF OCCUPANT LOAD: 60:1 @ 6078GSF / 60 = 103 PERSONS HB HOSE BIB ABOVE GRADE STORIES: 1 HC HOLLOW CORE BELOW GRADE STORIES: 0 HDR HEADER CONSTRUCTION: VB HDW, HDWR HARDWARE WALL FIRE RATING: 1HR BETWEEN NEW TENANT SPACES HORIZ HORIZONTAL SPRINKLERED: Y HT HEIGHT HTR HEATER HVAC HEATING, VENTILATING AND AIR CONDITIONING Project & Site Information Vicinity Map & Sheet Index HW HOT WATER HWT HOT WATER TANK Cover Sheet, General Notes INSL INSULATION SHEET TITLE INT INTERIOR JST JOIST JT JOINT KIT, KITCH KITCHEN A-001 SHEET 827 9293 01 A-101 PO Box 3188 (425) Edmonds WA 98020 dimensions@dimensionsarch.com 22000642 REGISTERED ARCHITECT JEREMY SMITH STATE OF WASHINGTON NEW EGRESS DOOR NEW EGRESS DOOR PROFESSIONAL SEAL SMOKEY POINT SHOPPING CENTER JURISDICTION SEAL SUITE 1-A (6091 GSF) PRIMARY ENTRANCE 3131 SMOKEY POINT DRIVE ARLINGTON, WA 98223 ID # 00645300001001 LEGAL: SMOKEY POINT (PLANNED COMM. BUSINESS) NOTICE: BLK 000 D-01 N 220 FR OF LOT 10 THE INFORMATION USED HERE IS CREATED FROM AVAILABLE PUBLIC RECORDS AND EXISTING SITE MAP SOURCES, NOT DIRECTLY FROM FIELD SURVEYS. THIS MAP IS PROVIDED TO SHOW APPROXIMATE BOUNDARIES, THE PRECISE LOCATION OF PROPERTY BOUNDARIES Arlington, WA 98223 ON THE GROUND MUST BE DETERMINED BY A LAND SURVEYOR REGISTERED TO PRACTICE IN THE STATE OF WASHINGTON. Commercial Tenant Improvement 3131 Smokey Point Drive, Suite 1-A Smokey Point Shopping Center PROJECT TITLE These plans are copyrighted in accordance with federal and state statutes. Reproduction and alterations by any method of all or any portion of these plans or variations thereof without written permission from DIMENSIONS, INC. is expressly prohibited. Job #: 202306-18 Drawn: KJH JRS Checked: JRS Issuance: 7.10.2024 Submittal: 07.10.2024 SITE PLAN - TENANT SPACE BUILDING PLAN 01 SCALE: 1"=10'-0" PROJECTNORTH NORTHTRUE 02 SCALE: NTS PROJECTNORTH NORTHTRUE REVISION & DATE Site Plans SHEET TITLE A-101 SHEET 01 A-202 LINE OF ROOF 02 OVERHEAD, TYP A-202 827 9293 (N) UNISEX NEW PARTITION RESTROOM PO Box 3188 INFILL OPENING TO (E) STORAGE WALL (425) MATCH WALL RATING (N) BREAK ROOM Edmonds WA 98020 (E) OFFICE (N) UNISEX dimensions@dimensionsarch.com RESTROOM (ADA) (E) OFFICE (E) GWB CEILING (E) OFFICE 04 A-202 (E) OFFICE WRAPPED BEAM ABOVE, TYP 22000642 REGISTERED ARCHITECT (E) STEEL COLUMN JEREMY SMITH STATE OF WASHINGTON NEW 1-HR RATED PROFESSIONAL SEAL PARTITION WALL (E) GWB CEILING 05 A-202 (E) ACT JURISDICTION SEAL (E) STEEL COLUMN ELECTRICAL ROOM NEW BUILD OUT UNDER SUITE 1-A SEPARATE PERMIT (SCOPE OF WORK) Arlington, WA 98223 Commercial Tenant Improvement 3131 Smokey Point Drive, Suite 1-A 01 FLOOR PLAN - SUITE 1-A Smokey Point Shopping Center SCALE: 1/4"=1'-0" PROJECT TRUE NORTH NORTH PROJECT TITLE These plans are copyrighted in accordance with federal and state statutes. Reproduction and alterations by any method of all or any portion of these plans or variations thereof without written permission from DIMENSIONS, INC. is expressly prohibited. Job #: 202306-18 Drawn: KJH JRS Checked: JRS Issuance: 7.10.2024 DRAWING LEGEND Submittal: 07.10.2024 > > > EXISTING WALL > EXISTING EXTERIOR WALL, TYP U.N.O. > > > > 60 FT NEW PARTITION WALL, TYP U.N.O. 61 FT > > > 52 FT > > NEW BUILD OUT UNDER SEPARATE PERMIT > > REVISION & DATE > > > > > 75 FT MAX 73 FT > 50.5 FT > > > > > > > > > > > > > 75 FT MAX > > > > > > > Floor Plan and Exiting Plan SHEET TITLE UNIT 1-A - EXITING PLAN 02 PROJECT TRUE SCALE: 3/32"=1'-0" NORTH NORTH A-201 SHEET DRAWING LEGEND EXISTING WALL DEMO WALL FOR NEW EXIT DEMO WALL FOR NEW EXIT R.O. PER MFR R.O. PER MFR EXISTING WALL TO BE REMOVED 827 9293 NEW PARTITION WALL, TYP U.N.O. PO Box 3188 (425) Edmonds WA 98020 EXISTING EXTERIOR WALL, TYP U.N.O. dimensions@dimensionsarch.com 0 0 F RESTROOM EXHAUST FAN (50 CFM MIN) 7 7 x x 0 0 3 3 SPRINKLER HEAD (2) ~1'-6" ± ASSUME 8" CMU REMAINDER (?) (N) HDR PER (N) HDR PER STRUCTURAL STRUCTURAL < 8" < 8" X X EXISTING RAFTER(S) 22000642 REGISTERED ARCHITECT 12" 2'-0" CLR MIN TO JAMB JEREMY SMITH 20 GA. MTL STATE OF WASHINGTON DEFLECTION TRACK (E) 5 " TYPE 'X' GWB 48" 8 7x2" BUGLE HEAD PROFESSIONAL SEAL INFILL OPENING TO PHOSPHATE SCREWS MATCH WALL RATING @ 16" O.C. 48" 20 GA. MTL STUDS @ 16" O.C. 04 FIELD VERIFY A-202 5 8" TYPE 'X' GWB FIRE TAPED VERIFY WALL THICKNESS AND CONSTRUCTION 7 JURISDICTION SEAL HILTI X-U 22 P8 8" POWER ACTUATED PINS @ 12" O.C. 20 GA. MTL TRACK CONC SLAB ENLARGED FLOOR PLAN - EXIT DOORS 01 PROJECT TRUE SCALE: 1/2"=1'-0" NORTH NORTH PARTITION WALL 03 SCALE: 3/4" = 1'-0" EXISTING BEAM V.T.O. V.T.O. 20 GA. MTL 5 " TYPE 'X' GWB FIRE TAPED 8 DEFLECTION TRACK FIRE CALK, AS NEEDED (E) GWB CEILING 7x2" BUGLE HEAD PHOSPHATE SCREWS BLOCKING 0 8 3 x 6 @ 16" O.C. Arlington, WA 98223 (N) UNISEX RESTROOM (E) SPRINKLER HEAD RELOCATED GWB CEILING, WHERE OCCURS Commercial Tenant Improvement 20 GA. MTL STUDS 3131 Smokey Point Drive, Suite 1-A 3'-0" 4'-9" @ 16" O.C. (E) STORAGE (E) GWB CEILING F Smokey Point Shopping Center 5 PROJECT TITLE 14'-10" 8" TYPE 'X' GWB FIRE TAPED These plans are copyrighted in accordance with federal and state statutes. Reproduction and alterations by any method of all or any portion of these plans or variations thereof without written permission from DIMENSIONS, INC. is expressly prohibited. "2 FIELD VERIFY 7 Job #: 202306-18 1 HILTI X-U 22 P8 8" SOUND BATT INSULATION 9'-5 (N) BREAK ROOM 60" 2x6 POWER ACTUATED Drawn: KJH JRS PINS @ 12" O.C. Checked: JRS 03 CONC SLAB A-202 11'-4" 20 GA. MTL TRACK Issuance: 7.10.2024 (E) SPRINKLER HEAD (E) GWB CEILING (E) OFFICE Submittal: 07.10.2024 TO REMAIN 36" CLR F 12" CLR 56" 72" 48" " 2 1HR PARTITION WALL @ GWB CEILING 1 (N) SPRINKLER HEAD 6'-1 04 SCALE: 3/4" = 1'-0" REMOVE WALL 48" 30" (N) UNISEX RESTROOM (ADA) 60" REVISION & DATE EXISTING BEAM 0 8 3 x 6 48" 20 GA. MTL DEFLECTION TRACK 5 " TYPE 'X' GWB FIRE TAPED 8 7x2" BUGLE HEAD PHOSPHATE SCREWS 16" @ 16" O.C. 8'-4" ACT, WHERE OCCURS (E) OFFICE 20 GA. MTL STUDS @ 16" O.C. ENLARGED FLOOR PLAN - RESTROOMS 5 " TYPE 'X' GWB FIRE TAPED 02 8 SCALE: 1/2"=1'-0" PROJECT TRUE NORTH NORTH FIELD VERIFY HILTI X-U 22 P8 7 " 8 SOUND BATT INSULATION POWER ACTUATED PINS @ 12" O.C. 20 GA. MTL TRACK CONC SLAB Wall Assembly Details Enlarged Floor Plan - Exit Doors Enlarged Floor Plan - Restrooms 1HR PARTITION WALL @ ACT 05 SCALE: 3/4" = 1'-0" SHEET TITLE A-202 SHEET ICC A117.1-2009 : ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES SHEET PROVIDES PRESCRIPTIVE COMPLIANCE PATH FOR ADA AND MAY NOT REFLECT ALL CONDITIONS ON SITE - FOR REFERENCE ONLY - FULL COMPLIANCE TO MEET ALL REQUIRED STANDARDS AND LOCAL CODES TO BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 5'-0" 5'-0" NOTES: 2 2 1/4" - 1/2" 1/4" 1/2" MAX MINIMUM MINIMUM ELEVATION PLAN ELEVATION PLAN 1 1 4'-0" (48") 4" MAX 1. THE RUNNING SLOPES OF A WALKING SURFACES THAT MINIMUM ARE PART OF AN ACCESSIBLE ROUTE SHALL NOT BE 8" MIN 8" MIN CLEARANCE CLEARANCE STEEPER THAT 1:20 WITH A CROSS SLOPE THAT IS NOT 9" TO 27" KNEE 9" TO 27" KNEE 827 9293 BEVELED BEVELED 36" MIN CHAPTER THREE STEEPER THAT 1:48. 1/4" 2'-6" MIN 30" MIN 30" MIN PO Box 3188 2. OPERATING PARTS SHALL BE PLACED IN ONE OR MORE 1/4" MAX 27" MIN 27" MIN (425) OF THE REACH RANGES IN SPECIFIED IN SECTION 308. 5'-0" (60") MINIMUM 9" 9" Edmonds WA 98020 24" MIN 25" 25" 80" MIN BUILDING BLOCKS 3. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND 11" MIN MAX TOE 11" MIN MAX TOE dimensions@dimensionsarch.com AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING 12" 3'-0" 12" X 27" OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO VERTICAL 25" MAX CLEARANCE 25" MAX CLEARANCE > X ACTIVATE OPERABLE PARTS SHALL BE 5 POUND SECTION 305 CLEAR MAXIMUM. 0" TO 9" TOE CLEARANCE 0" TO 9" TOE CLEARANCE SECTION 303 CHANGES IN LEVEL SECTION 304 TURNING SPACES FLOOR SPACE SECTION 306 KNEE CLEARANCE SECTION 306 TOE CLEARANCE SECTION 307 LIMITS OF PROTRUDING OBJECTS NOTES: 1. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 REFERENCE INCHES, UNLESS THE OPENING IS MORE THAN 24 INCHES MIN CHAPTER FOUR DEEP, IN WHICH CASE THE CLEAR WIDTH OF THE MIN 5'-0" (60") 48" MAX 48" MAX 44" MAX 48" MAX 48" M AX 46" MAX SHEET ONLY OPENING SHALL BE 36 INCHES. FOR SWINGING DOORS, 4'-0" (48") 15" MIN 15" MIN 34" MAX 34" MAX THE CLEAR WIDTH SHALL BE MEASURED BETWEEN THE 48" CLR MIN 20" 20"> 30" CLR 10" MAX 30" CLR 10" MAX 30" CLR 24" MAX PROFESSIONAL SEAL FACE OF THE DOOR AND THE STOP, WITH THE DOOR MAX 25" MIN MIN MIN OPEN 90 DEGREES. MAX 2. IN ACCORDANCE WITH 404.2.3 EXCEPTION 2, DOOR CLOSERS AND STOPS SHALL BE PERMITTED TO BE A SECTION 308 UNOBSTRUCTED SECTION 308 OBSTRUCTED UNOBSTRUCTED SECTION 308 OBSTRUCTED MINIMUM OF 78 INCHES ABOVE THE FLOOR OR GROUND. FORWARD REACH HIGH FORWARD REACH SIDE REACH HIGH SIDE REACH 42" MIN 42" MIN 36" MIN 36" MIN 3. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE X < 48 X < 48 DOORS & ACCESSIBLE PATHES AUTHORITY. SECTION 403 CLEAR WIDTH @ 180° TURN 4. HINGED DOORS OTHER THAN FIRE DOORS SHALL HAVE JURISDICTION SEAL AN OPENING FORCE OF 5 POUNDS MAXIMUM. 12" 5. SLIDING DOORS SHALL HAVE AN OPENING FORCE OF 5 MIN POUNDS MAXIMUM. 42" 48" MIN 48" MIN MIN 6. DOORS SHALL BE PERMITTED TO SWING INTO TURNING 18" SPACES, PER 304.4. 54" MIN 24" 60" MIN MIN 60" MIN 54" MIN 36" 8" 8" 60" MIN 60" MIN W/ CLOSER 48" MIN MIN MIN > > 7. IN ACCORDANCE WITH 403.5.3, AN ACCESSIBLE ROUTE X X DOOR 48" MIN DOOR WITH A CLEAR WIDTH OF LESS THAN 60 INCHES SHALL NOTE: DOOR NOTE: DOOR CAN WIDTH WIDTH PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET. 32" MIN 32" MIN 32" MIN HAS BOTH A HAVE EITHER A CLOSER AND A LATCH OR CLOSER, LATCH APPROACH, PULL SIDE FRONT APPROACH, PULL SIDE LATCH APPROACH, PULL SIDE LATCH BUT NOT BOTH RECESSED DOOR, PUSH SIDE 48" MIN DOOR WIDTH 60" MIN 24" 48" 24" 12" IF BOTH 12" IF BOTH MAX MIN MAX CLOSER CLOSER 24" AND LATCH AND LATCH 22" MIN 42" MIN 48" MIN PROVIDED 48" MIN PROVIDED MIN 42" MIN 48" MIN & LATCH 18" W/ CLOSER W/ CLOSER MIN' 60" MIN 36" MIN 32" MIN 60" MIN Arlington, WA 98223 32" MIN 32" MIN 32" MIN 8" > SECTION 403 CLEAR WIDTH OF X Commercial Tenant Improvement 3131 Smokey Point Drive, Suite 1-A AN ACCESSIBLE ROUTE LATCH APPROACH, PUSH SIDE FRONT APPROACH, PUSH SIDE HINGE APPROACH, PUSH SIDE RECESSED DOOR, PULL SIDE DOORS IN SERIES Smokey Point Shopping Center PROJECT TITLE NOTES: KNEE & TOE 17" NOTES These plans are copyrighted in accordance with federal and state statutes. Reproduction and alterations by any method of all or any portion of these plans or variations thereof without written permission from DIMENSIONS, INC. is expressly prohibited. CLEARANCE PER MIN Job #: 202306-18 48" 1. RAISED CHARACTERS SHALL BE 48 INCHES MINIMUM ABOVE FLOOR, 9" MIN FROM 1. MIRRORS LOCATED LOCATED ABOVE LAVATORIES OR SECTION 306 CL Drawn: KJH JRS MEASURED TO THE BASELINE OF THE LOWEST RAISED CHARACTER DOOR LATCH SIDE CHAPTER SIX COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM REFLECTIVE SURFACE SIGNAGE SECTION 703 AND 60 INCHES MAXIMUM ABOVE THE FLOOR, MEASURED TO THE Checked: JRS EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM 56" BASELINE OF THE HIGHEST RAISED CHARACTER. AREA OF Issuance: 7.10.2024 ABOVE FINISHED FLOOR OR GROUND. MIRRORS NOT 30" REFUGE LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE CL 16" - 18" 2. WHERE PICTOGRAMS ARE PROVIDED AS DESIGNATIONS OF 18" MIN Submittal: 07.10.2024 PERMANENT INTERIOR ROOMS AND SPACES, THE PICTOGRAMS INSTALLED WITH THE REFLECTING SURFACE 35 INCHES 27" MAX 19" MAX 29" MIN 34" MAX 40" MAX SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW. 18" MAXIMUM ABOVE FINISHED FLOOR OR GROUND. 60" 3. WHERE MORE THAN ONE CHECK-OUT AISLE IS PROVIDED, ADA 60" MAX MIN 2. COAT HOOKS SHALL BE LOCATED IN ONE OF THE REACH 48" MAX COMPLIANT CHECK-OUT AISLES SHALL BE IDENTIFIED BY THE RANGES SPECIFIED IN 308. SHELVES SHALL BE LOCATED 40 INTERNATIONAL SYMBOL OF ACCESSIBILITY. WHERE CHECK-OUT CENTERED ON RAISED INCHES MINIMUM AND 48 MAXIMUM ABOVE FINISHED FLOOR CLEARANCE AND HEIGHTS LAVATORY WATER CLOSET LOCATION AISLES ARE IDENTIFIED BY NUMBERS, LETTERS OR FUNCTIONS, CHARACTERS OR GROUND. AT LAVATORY CLEARANCE & CLEARANCE SIGNS IDENTIFYING CHECK-OUT AISLES COMPLYING WITH 904.3 3. TOILET PAPER DISPENSERS SHALL NOT BE LOCATED BEHIND SHALL BE LOCATED AT THE SAME LOCATION AS THE CHECK-OUT GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT WAYFINDING SIGNAGE REVISION & DATE AISLE IDENTIFICATION. CONTROLS DELIVERY OR THAT DOES NOT ALLOW ALTERNATE CONTINUOUS PAPER FLOW. 13 1/2" 32" DOOR LOCATION 4. GRAB BARS SHALL BE PROVIDED AT WATER CLOSETS 4" MAX MIN MIN NOTES: PROVIDE KNEE AND 5. URINALS SHALL BE EITHER WALL-HUNG OR STALL TYPE 6" MIN' TOE CLEARANCE PER URINALS. 6. EXPOSED PIPES UNDER LAVATORIES SHALL BE INSULATED NOTE: DOOR 1. THE TOPS OF DINING SURFACES, WORK SURFACES AND CHECK SECTION 306 17" MIN - 25" MAX OR OTHERWISE PROTECTED TO PREVENT CONTACT. SHALL NOT WRITING SURFACES SHALL BE 38 INCHES MINIMUM AND 34 PLUMBING FIXTURES & BATHROOM LAYOUTS 17" MAX 32" MIN SECTION 904 INCHES MAXIMUM IN HEIGHT ABOVE THE FLOOR. 7. FLUSH CONTROLS SHALL BE HAND OPERATED OR 4" MAX SWING INTO 60" MIN COMPARTMENT 6" MIN 2. ALL PORTIONS OF COUNTERS REQUIRED TO BE ACCESSIBLE AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL BE STALL SHALL BE LOCATED ADJACENT TO A WALKING SURFACE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. COMPLYING WITH SECTION 403. 30" MIN' 28"-34" FOR ADULTS 9" MIN 26"-30" FOR CHILDREN HEIGHT 3. ACCESSIBLE CHECKOUT AISLES SHALL COMPLY WITH SECTION 42" MIN 56" MIN 403. AND DEPTH LATCH 48" MIN APPROACH W/ WALL-MTD. WC 4. THE ACCESSIBLE PORTION OF A COUNTERTOP SHALL EXTEND 48" MIN 59" MIN OF URINAL 6" MIN STALL COMPARTMENT ACCESSIBLE COUNTERS THE SAME DEPTH AS THE SALES AND SERVICE COUNTERTOP. PLAN ELEVATION ALL OTHER W/ FLOOR-MTD. WC 5. CHECKOUT COUNTER SURFACE SHALL BE 38 INCHES MAXIMUM SEE NOTE APPROACHES STANDARD STALL TOE CLEARANCE IN HEIGHT ABOVE THE FLOOR. THE TOP OF THE COUNTER EDGE DINING AND WORK SURFACES 15" NOTE: 5" OR 3 1/2" CL CL PROTECTION SHALL BE 2 INCHES MAX ABOVE THE TOP OF THE MIN 36" MIN C 42" MAX COUNTER SURFACE ON THE AISLE SIDE OF THE CHECKOUT IF ONLY A L PARALLEL CL 12" 54" MIN 42" MAX COUNTER. ADA Compliance Prescriptive Code Commercial Use 36" MAX APPROACH IS MIN 12" 39" - 41" 6. TRAY SLIDES SHALL BE 28 INCHES MINIMUM AND 34 INCHES 30" 30" MIN 24" C L MAX 42" C L 24" 24" MIN AVAILABLE MIN MIN MAXIMUM ABOVE THE FLOOR. 18" MIN MIN 18" MIN MIN MIN 1 1/2" C L C L 17" MIN C L C L 48" MIN 25" MAX C L SHEET TITLE 36" MAX 34" 34" 48" MAX 36" MIN 48" M IN 39" -41" 39" -41" 18" MIN 18" MIN DRINKING FOUNTAIN CLEARANCE AND GRAB BARS AT RECESSED TOILET PROTRUDING TOILET PARALLEL APPROACH AT SALES 17" -19" AND SERVICE COUNTERS A-610 SPOUT LOCATION WATER CLOSETS PAPER DISPENSER PAPER DISPENSER SHEET 2021 ROOF SNOW LOAD 25 PSF EXISTING CMU WALL FULLY GROUT SPACE ABOVE NEW "LINTEL" 55577 6. ANGLE EA. SIDE BELOW (N) OPENING THRU-BOLT PER 07.17.2024 PER 12/S1.0 12/S1.0 w/ GALVANIZED NUT & WASHER, TYP. 12.7. 13.8. L 6x4x5/16 (LLV) EA. SIDE. FASTEN TO MASONRY WALL w/ 5/8" DIAMETER THRU- BOLTS, (3) TOTAL. ADJUST SPACING AS TO AVOID MORTAR JOINTS (AS REQ'D) T/ (E) CMU WALL 9. 10. FULLY GROUT LINTEL SPACE PROVIDE 6" MIN. BEARING, 9. TYP. 8/S1.0 12'-0" (+/-) CONTRACTOR TO VERIFY 6" EQ EQ 6" SMOKEY POINT SHOPPING CETNER TI3131 SMOKEY POINT DRIVE, SUITE 1-A ARLINGTON, WA 98223 8'-0" TALL 10. OPENING, MAXIMUM (REFERENCE DESIGN ASSUMES ARCH THAT EXISTING CMU DRAWINGS) BLOCK WALL IS 11. HOLLOW; FULLY GROUT BLOCK EA. NEW OPENING IN SIDE OF OPENING EXISTING WALL PER ARCH (OPENING SHOULD BE INSTALLED BETWEEN EXISTING CMU BLOCKS, IN 24-079 T/ (E) FOOTING INCREMENTS OF 16" HORIZONTALLY AND 8" 07.17.2024 VERTICALLY) 7'-0" MAX. OPENING (REFERENCE ARCH DRAWINGS) 12. PERMIT EXISTING STEM GENERAL WALL AND STRUCTURAL FOOTING TO REMAIN NOTES & 13. DETAILS NOTE: CMU WALL SHORING DESIGN BY OTHERS S1.0 INSTALL NEW RETROFIT ANGLE AT MASONRY WALL OPENING PER 12/S1.0. 01 A-202 LINE OF ROOF 02 OVERHEAD, TYP A-202 (N) UNISEX NEW PARTITION RESTROOM INFILL OPENING TO WALL (E) STORAGE MATCH WALL RATING (N) BREAK ROOM (E) OFFICE PO Box 3188 (N) UNISEX (425) 827 9293 RESTROOM (ADA) Edmonds WA 98020 INSTALL NEW RETROFIT ANGLE AT MASONRY WALL (E) OFFICE dimensions@dimensionsarch.com OPENING PER 12/S1.0. (E) GWB CEILING (E) OFFICE X AX.X (E) OFFICE WRAPPED BEAM ABOVE, TYP (E) STEEL COLUMN 07.17.2024 FOR REVIEW ONLY (STAMP APPLIES TO STRUCTURAL NEW 1-HR RATED NOT FOR CONSTRUCTION REDLINES ONLY) 55577 PARTITION WALL EXISTING ROOF FRAMING AND BEAMS NOTED TO BE PROFESSIONAL SEAL FIELD VERIFIED AND (E) GWB CEILING CONFIRMED PRIOR TO X CONSTRUCTION AX.X (E) ACT JURISDICTION SEAL (E) STEEL COLUMN ELECTRICAL ROOM SEPARATE PERMIT SUITE 1-A (OUT OF SCOPE) (SCOPE OF WORK) Arlington, WA 98223 DRAWING TITLE Commercial Tenant Improvement 01 3131 Smokey Point Drive, Suite 1-A SCALE: 1/4"=1'-0" PROJECT TRUE NORTH NORTH Smokey Point Shopping Center PROJECT TITLE These plans are copyrighted in accordance with federal and state statutes. Reproduction and alterations by any method of all or any portion of these plans or variations thereof without written permission from DIMENSIONS, INC. is expressly prohibited. Job #: 202306-18 Drawn: KJH JRS DRAWING LEGEND Checked: JRS > Issuance: 7.9.2024 > > EXISTING WALL Submittal: 02.28.2023 > EXISTING EXTERIOR WALL, TYP U.N.O. > > > > 60 FT NEW PARTITION WALL, TYP U.N.O. 61 FT > > > 52 FT ANCHORAGE > > OUT OF SCOPE > EXPANSION BOLTS INTO GROUT FILLED CMU SHALL BE "KWIK BOLT 3" EXPANSION ANCHORS AS MANUFACTURED BY HILTI CORP. > > INSTALLED IN STRICT ACCORDANCE WITH I.C.C. REPORT NO. ESR-1385 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.C.C. OR IAPMO UES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. > REVISION & DATE > STRUCTURAL PLAN NOTES: > > SCREW ANCHORS INTO GROUT FILLED CMU SHALL BE "TITEN HD", AS MANUFACTURED BY SIMPSON STRONG-TIE ANCHOR SYSTEMS.75 FT MAX STEEL 1. ALL EXISTING FIELD CONDITIONS TO BE VERIFIED PRIOR TO INSTALL IN STRICT ACCORDANCE WITH I.C.C. REPORT NO. ESR-1056 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. CONSTRUCTION. CONTACT HAREZLAK ENGINEERING IF PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.C.C. OR IAPMO UES REPORTS INDICATING EQUIVALENT OR73 FT STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES: > 50.5 FT SHOULD ANY DEVIATIONS FROM THE PLANS BE NOTED. GREATER LOAD CAPACITIES. SPECIAL INSPECTION IS IS NOT REQUIRED FOR ALL SCREW ANCHOR INSTALLATION. > > > 2. ALL DIMENSIONS TO BE FIELD VERIFIED, DO NOT SCALE A. AISC - STEEL CONSTRUCTION MANUAL, 15TH EDITION DRAWINGS. B. AISC 303-16 - CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. > C. 2014 RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS. > > > RENOVATION > > > > 3. SCOPE OF WORK IS LIMITED TO THE INSTALLATION OF THE > RETROFIT ANGLES AS NOTED ON PLAN. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: 17. DEMOLITION: VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT > 75 FT MAX EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED > TYPE OF MEMBER ASTM SPECIFICATION Fy WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED.> > DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING > (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. > A. ALL OTHER SHAPES A36 36 KSI B. PLATE A36 OR A572 36 KSI (MIN) > C. ANCHOR BOLTS AND THREADED RODS F1554 (GRADE 36) OR 36 KSI A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. B. VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. SUBSTITUTION OF MEMBER SIZES OR STEEL GRADE SHALL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF THE ENGINEER. STEEL BEAMS C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. ARE EQUALLY SPACED BETWEEN DIMENSIONED POINTS. ALL STEEL ANCHORS AND TIES AND OTHER MEMBERS EMBEDDED IN CONCRETE OR D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, REBAR DOWELS EPOXIED INTO THE EXISTING CONCRETE SHALL BE> MASONRY SHALL BE LEFT UNPAINTED. ALL STEEL TO BE FIREPROOFED SHALL BE LEFT UNPAINTED. ALL OTHER STEEL SHALL HAVE ONE COAT E. PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. OF APPROVED SHOP PAINT. 18. ALL EXTERIOR WALLS SHALL BE INSPECTED AND REPAIRED AS FOLLOWS: STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO WEATHER OR EARTH SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION IN SCRAPE ALL LOOSE AND WEAKENED MORTAR OUT TO FULL DEPTH OF THE DETERIORATION; REMOVE AND REPLACE ANY LOOSE COMPLIANCE WITH ASTM A123. GALVANIZE BOLTS AND SIMILAR THREADED FASTENERS EXPOSED TO WEATHER OR EARTH IN ACCORDANCE MASONRY UNITS; CHECK FOR LOOSE FACING BRICK VENEERS; TUCK POINT ALL JOINTS SOLID. ALL MASONRY RESTORATION AND WITH ASTM A153. ALL FIELD WELDS EXPOSED TO WEATHER OR EARTH SHALL BE COATED WITH BRUSH APPLIED ZINC RICH PAINT COMPLYING REPAIR SHALL BE PERFORMED IN SUCH A MANNER THAT THE EXISTING STRUCTURE IS NOT WEAKENED OR LEFT UNSUPPORTED WITH ASTM A780 (Z.R.C. OR EQUIVALENT). DURING THE PROCESS OF THE WORK. ALL EXTERIOR APPENDAGES SUCH AS FIRE ESCAPES, CORNICES AND EYEBROWS SHALL BE STRUCTURAL PLAN INSPECTED FOR STRUCTURAL INTEGRITY AND THE CONDITION OF THE CONNECTIONS TO THE STRUCTURE. NOTIFY THE STRUCTURAL A MINIMUM OF TWO BOLTS ARE REQUIRED FOR ALL CONNECTIONS. ALTERNATE CONNECTIONS TO THOSE SHOWN ON THESE DRAWINGS ENGINEER AS TO THE FINDINGS OF THIS INSPECTION. WILL REQUIRE PRIOR APPROVAL OF THE ENGINEER. EXITING PLAN 02 PROJECT TRUE SCALE: 3/32"=1'-0" ALL MEMBERS ARE TO BE ERECTED WITH THE NATURAL MILL CAMBER OR INDUCED CAMBER UP, UNLESS OTHERWISE NOTED ON THE DRAWINGS. CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, LAID IN A RUNNING BOND. NORTH NORTH SHEET TITLE BEAM CAMBER ON THE DRAWINGS IS THE UPWARD CAMBER REQUIRED IN THE BEAM AS DELIVERED TO THE JOBSITE. CONTRACTOR TO CONSIDER CONTACT ENGINEER FOR RE-DESIGN OF REINFORCING WHERE STACK BOND LAYOUT IS REQUIRED. LINEAR SHRINKAGE SHALL NOT EXCEED 0.065%. CAMBER LOSS, IF ANY, DUE TO SHIPPING AND HANDLING. MORTAR SHALL BE TYPE "S" IN ACCORDANCE WITH ASTM C270. GROUT SHALL CONFORM TO IBC REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS, DESIGN F'm = 2,000 PSI. FULL STRESSES ARE REQUIRED. STRENGTH SHALL BE VERIFIED BY THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATIONS THAT INCLUDE, BUT ARE NOT LIMITED TO, UNIT STRENGTH METHOD IN ACCORDANCE WITH TMS 602-16. ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES AND UNEQUAL PARTS. S2.0A-201 SHEET STRUCTURAL ENGINEERING CALCULATIONS: SMOKEY POINT TI 55577 PREPARED BY: PHIL HAREZLAK, PE DATE: 07/17/2024 Page 1 of 9 HAREZLAK ENGINEERING PROFESSIONAL STRUCTURAL ENGINEERING CONSULTANTS SHORELINE, WA 98133 360.224.0627 PROJECT SCOPE: DEMO WALL FOR NEW EXIT DEMO WALL FOR NEW EXIT R.O. PER MFR R.O. PER MFR 07 07 x x 03 03 (2) ~1'-6" ±ASSUME 8" CMUREMAINDER (?) (N) HDR PER (N) HDR PER STRUCTURAL STRUCTURAL < 8" < 8" X X 12" 2'-0" CLR MIN TO JAMB 48" INFILL OPENING TO MATCH WALL RATING 48" X AX.X VERIFY WALL THICKNESS AND CONSTRUCTION 01 ENLARGED FLOOR PLAN SCALE: 1/2"=1'-0" PROJECT TRUE NORTH NORTH PROPOSED REMODEL TO EXISTING COMMERCIAL BUILDING. THE PROPOSED REMODEL IS TO INSTALL (2) NEW OPENINGS IN THE EXTERIOR WALLS AS NOTED ON PLANS AND DETAILS PROVIDED. NO OTHER WORK IS PART OF THE STRUCTURAL SCOPE OF WORK FOR THIS PROJECT. Page 2 of 9 HAREZLAK ENGINEERING SMOKEY POINT TI--GRAVITY CALCULATIONS Page 3 of 9 RETORFIT ANGLE RETORFIT ANGLE 01 A-202 LINE OF ROOF 02 OVERHEAD, TYP A-202 (N) UNISEX NEW PARTITION RESTROOM INFILL OPENING TO WALL (E) STORAGE MATCH WALL RATING (N) BREAK ROOM 827 9293 (E) OFFICE PO Box 3188 (N) UNISEX (425) RESTROOM (ADA) Edmonds WA 98020 13'-3" (E) OFFICE dimensions@dimensionsarch.com (E) GWB CEILING (E) OFFICE X AX.X (E) OFFICE WRAPPED BEAM ABOVE, TYP (E) STEEL COLUMN FOR REVIEW ONLY NEW 1-HR RATED NOT FOR CONSTRUCTION PARTITION WALL PROFESSIONAL SEAL (E) GWB CEILING X PER PROVIDED AS-BUILT DRAWINGS BY THE AX.X (E) ACT ARCHITECT, THE EXISTING BEAM LINE IS NOTED ABOVE WITH EITHER ASSUMED TRUSSES OR GLULAM BEAM WITH RAFTER CONSTRUCTION TO BE FIELD VERIFIED. JURISDICTION SEAL OPENING RETROFIT DESIGNED BASED ON THESE ASSUMPTIONS. (E) STEEL COLUMN CONSERVATIVELY ASSUME THAT TRIBUTARY LOAD TO THE RETROFIT ANGLE IS THE FULL SPAN BETWEEN EXT. WALL AND THE INTERIOR BEAM NOTED. ELECTRICAL ROOM SEPARATE PERMIT SUITE 1-A (OUT OF SCOPE) (SCOPE OF WORK) Arlington, WA 98223 DRAWING TITLE Commercial Tenant Improvement 01 3131 Smokey Point Drive, Suite 1-A SCALE: 1/4"=1'-0" PROJECT TRUE NORTH NORTH Smokey Point Shopping Center PROJECT TITLE These plans are copyrighted in accordance with federal and state statutes. Reproduction and alterations by any method of all or any portion of these plans or variations thereof without written permission from DIMENSIONS, INC. is expressly prohibited. Job #: 202306-18 Drawn: KJH JRS DRAWING LEGEND Checked: JRS > Issuance: 7.9.2024 > > EXISTING WALL Submittal: 02.28.2023 > EXISTING EXTERIOR WALL, TYP U.N.O. > > > > 60 FT NEW PARTITION WALL, TYP U.N.O. 61 FT > > > 52 FT > > OUT OF SCOPE > > > > REVISION & DATE > > > 75 FT MAX 73 FT > 50.5 FT > > > > > > > > > > > > > 75 FT MAX > > > > > > > Title of Drawing 01 Title of Drawing 02 Title of Drawing Primary EXITING PLAN 02 PROJECT TRUE SCALE: 3/32"=1'-0" NORTH NORTH SHEET TITLE A-201 SHEET Page 4 of 9 Project Title: Engineer: Project ID: Project Descr: Steel Beam Project File: Smokey Point TI.ec6 LIC# : KW-06017599, Build:20.24.03.04 HAREZLAK ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION: MASONRY LINTEL ANGLE CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method :Allowable Strength Design Fy : Steel Yield : 36.0 ksi Beam Bracing : Beam is Fully Braced against lateral-torsional buckling E: Modulus : 29,000.0 ksi Bending Axis : Major Axis Bending Vertical Leg Up . Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.020, S = 0.0250 ksf, Tributary Width = 14.0 ft, (ROOF LOAD) Uniform Load : D = 0.070 k/ft, Tributary Width = 1.0 ft, (MASONRY WALL LOAD) DESIGN SUMMARY Design OK . Maximum Bending Stress Ratio = 0.884: 1 Maximum Shear Stress Ratio = 0.115 : 1 Section used for this span L6x4x5/16 Section used for this span L6x4x5/16 Ma : Applied 5.600k-ft Va : Applied 2.80 k Mn / Omega : Allowable 6.335k-ft Vn/Omega : Allowable 24.290 k Load Combination +D+S Load Combination +D+S Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.098 in Ratio = 979 >=360 Span: 1 : S Only Max Upward Transient Deflection 0 in Ratio = 0 <360 n/a Max Downward Total Deflection 0.196 in Ratio = 490 >=180 Span: 1 : +D+S Max Upward Total Deflection 0 in Ratio = 0 <180 n/a . Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega D Only Dsgn. L = 8.00 ft 1 0.442 0.058 2.80 2.80 10.58 6.34 1.00 1.00 1.40 40.56 24.29 +D+S Dsgn. L = 8.00 ft 1 0.884 0.115 5.60 5.60 10.58 6.34 1.00 1.00 2.80 40.56 24.29 +D+0.750S Dsgn. L = 8.00 ft 1 0.773 0.101 4.90 4.90 10.58 6.34 1.00 1.00 2.45 40.56 24.29 +0.60D Dsgn. L = 8.00 ft 1 0.265 0.035 1.68 1.68 10.58 6.34 1.00 1.00 0.84 40.56 24.29 . Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+S 1 0.1960 4.023 0.0000 0.000 . Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Max Upward from all Load Conditions 2.800 2.800 Max Upward from Load Combinations 2.800 2.800 Max Upward from Load Cases 1.400 1.400 D Only 1.400 1.400 Page 5 of 9 +D+S 2.800 2.800 Project Title: Engineer: Project ID: Project Descr: Masonry Slender Wall Project File: Smokey Point TI.ec6 LIC# : KW-06017599, Build:20.24.03.04 HAREZLAK ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION: OUT OF PLANE MASONRY CHECK Code References Calculations per TMS 402-16, IBC 2021, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Calculations per TMS 402-16, IBC 2021, ASCE 7-16 Construction Type : Grouted Hollow Concrete Masonry F'm = 1.50 ksi Nom. Wall Thickness 8 in Temp Diff across thickness = deg F Fy - Yield = 60.0 ksi Actual Thickness 7.625 in Min Allow Out-of-plane Defl Ratio= 0.0 Fr - Rupture = 64.0 psi Rebar "d" distance 3.8125 in Em = f'm * = 900.0 Lower Level Rebar . . . Minimum Vertical Steel % = 0.0020 Max % of bal. = 0.006992 Bar Size # 3 Bar Spacing 48 in Grout Density = 105 pcf Block Weight Normal Weight Wall Weight = 45.0 psf Wall is grouted at rebar cells only One-Story Wall Dimensions A Clear Height = 12.0 ft B Parapet height = 3.50 ft B Roof Attachment Wall Support ConditionTop & Bottom Pinned A Floor Attachment Vertical Loads Vertical Uniform Loads . . .( Applied per foot of Strip Width) DL : Dead Lr : Roof Live Lf : Floor Live S : Snow W : Wind Ledger Load Eccentricity in k/ft Concentric Load 0.40 0.50 k/ft Lateral Loads Wind Loads : Seismic Loads : Full area WIND load 20.0 psf Wall Weight Seismic Load Input Method :ASCE seismic factors entered SDS Value per ASCE 12.11.1 S * I =DS 1.017 Fp = Wall Wt. * 0.4068 = 18.306 psf Page 6 of 9 Project Title: Engineer: Project ID: Project Descr: Masonry Slender Wall Project File: Smokey Point TI.ec6 LIC# : KW-06017599, Build:20.24.03.04 HAREZLAK ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION: OUT OF PLANE MASONRY CHECK DESIGN SUMMARY Results reported for "Strip Width" of 48.0 in Governing Load Combination . . . Actual Values . . . Allowable Values . . . PASS Moment Capacity Check Maximum Bending Stress Ratio =0.4780 +0.90D+W Max Mu 1.204 k-ft Phi * Mn 2.519 k-ft PASS Service Deflection Check Actual Defl. Ratio L/ 8,662 Allowable Defl. Ratio 150.0 W Only Max. Deflection 0.01662 in PASS Axial Load Check Max Pu / Ag 31.618 psi Max. Allow. Defl. 0.960 in +1.20D+0.50S+W Location 5.40 ft 0.2 * f'm 300.0 psi Reinforcing Limit Check Actual As/bd 0.000601 Max Allow As/bd 0.006992 Maximum Reactions . . .for Load Combination.... Top Horizontal W Only 0.8008 k Base Horizontal W Only 0.4392 k Vertical Reaction +D+S 6.390 k Design Maximum Combinations - Moments Results reported for "Strip Width" = 12 in. Axial Load Moment Values 0.6 * Load Combination Pu 0.2*f'm*b*t Mcr Mu Phi Phi Mn As As Ratio rho bal Bar 'd' k k k-ft k-ft k-ft in^2 0.000 0.000 0.00 0.00 0.00 0.00 0.000 0.0000 0.0000 0.00 0.000 0.000 0.00 0.00 0.00 0.00 0.000 0.0000 0.0000 0.00 0.000 0.000 0.00 0.00 0.00 0.00 0.000 0.0000 0.0000 0.00 +1.20D+0.50W at 5.20 to 5.60 1.036 12.204 0.46 0.15 0.90 0.71 0.028 0.0006 0.0068 0.00 0.000 0.000 0.00 0.00 0.00 0.00 0.000 0.0000 0.0000 0.00 +1.20D+1.60S+0.50W at 5.20 to 5.60 1.836 12.204 0.46 0.15 0.90 0.92 0.028 0.0006 0.0065 0.00 +1.20D+W at 5.20 to 5.60 1.036 12.204 0.46 0.30 0.90 0.71 0.028 0.0006 0.0068 0.00 +1.20D+0.50S+W at 5.20 to 5.60 1.286 12.204 0.46 0.30 0.90 0.77 0.028 0.0006 0.0067 0.00 +0.90D+W at 5.20 to 5.60 0.777 12.204 0.46 0.30 0.90 0.63 0.028 0.0006 0.0069 0.00 +1.403D+0.20S+E at 5.20 to 5.60 1.312 12.204 0.46 0.28 0.90 0.78 0.028 0.0006 0.0067 0.00 +0.6966D+E at 5.20 to 5.60 0.602 12.204 0.46 0.28 0.90 0.59 0.028 0.0006 0.0069 0.00 Design Maximum Combinations - Deflections Results reported for "Strip Width" = 12 in. Axial Load Moment Values Stiffness Deflections Load Combination Pu Mcr Mactual I gross I cracked I effective Deflection Defl. Ratio k k-ft k-ft in^4 in^4 in^4 in 0.000 0.00 0.00 0.00 0.00 0.000 0.000 0.0 0.000 0.00 0.00 0.00 0.00 0.000 0.000 0.0 0.000 0.00 0.00 0.00 0.00 0.000 0.000 0.0 +D+0.60W at 5.60 to 6.00 0.845 0.46 0.18 331.10 10.02 331.100 0.010 14,380.7 +D+0.450W at 5.60 to 6.00 0.845 0.46 0.14 331.10 10.02 331.100 0.008 19,174.3 +D+0.750S+0.450W at 5.60 to 6.00 1.220 0.46 0.14 331.10 11.32 331.100 0.008 19,140.7 +0.60D+0.60W at 5.60 to 6.00 0.507 0.46 0.18 331.10 8.82 331.100 0.010 14,403.2 +D+0.70E at 5.60 to 6.00 0.845 0.46 0.19 331.10 10.02 331.100 0.011 13,467.0 +D+0.750S+0.5250E at 5.60 to 6.00 1.220 0.46 0.14 331.10 11.32 331.100 0.008 17,924.5 +0.60D+0.70E at 5.60 to 6.00 0.507 0.46 0.19 331.10 8.82 331.100 0.011 13,488.1 0.000 0.00 0.00 0.00 0.00 0.000 0.000 0.0 W Only at 5.60 to 6.00 0.000 0.46 0.30 331.10 6.95 331.100 0.017 8,662.2 E Only at 5.60 to 6.00 0.000 0.46 0.27 331.10 6.95 331.100 0.015 9,463.8 Reactions - Vertical & Horizontal Load Combination Base Horizontal Top Horizontal Vertical @ Wall Base D Only 0.0 k 0.00 k 4.390 k Page 7 of 9 HAREZLAK ENGINEERING SMOKEY POINT TI --LATERAL CALCULATIONS Page 8 of 9 145'-6" 01 A-202 LINE OF ROOF 02 OVERHEAD, TYP A-202 3'-4" 6'-3 3/4" (N) UNISEX NEW PARTITION RESTROOM INFILL OPENING TO WALL (E) STORAGE MATCH WALL RATING (N) BREAK ROOM 827 9293 (E) OFFICE PO Box 3188 (N) UNISEX (425) RESTROOM (ADA) Edmonds WA 98020 (E) OFFICE dimensions@dimensionsarch.com (E) GWB CEILING (E) OFFICE X TOTAL EXISTING WALL LENGTH IS 145 FEET AX.X (E) OFFICE WRAPPED BEAM PROPOSED WALL LENGTH TO REMAIN IS 135 ABOVE, TYP FEET TOTAL PERCENTAGE CHANGE IS 6.9% (E) STEEL COLUMN DECREASE FOR REVIEW ONLY PER IEBC 2021 SECTION 805.3 ANY EXISTING NOT FOR CONSTRUCTION NEW 1-HR RATED LATERAL LOAD CARRYING STRUCTURAL PARTITION WALL ELEMENT THAT D/C RATIO IS REDUCED NO MORE THAN 10% IS ALLOWABLE TO REMAIN PROFESSIONAL SEAL UNALTERED. (E) GWB CEILING X AX.X (E) ACT JURISDICTION SEAL (E) STEEL COLUMN ELECTRICAL ROOM SEPARATE PERMIT SUITE 1-A (OUT OF SCOPE) (SCOPE OF WORK) Arlington, WA 98223 DRAWING TITLE Commercial Tenant Improvement 01 3131 Smokey Point Drive, Suite 1-A SCALE: 1/4"=1'-0" PROJECT TRUE NORTH NORTH Smokey Point Shopping Center PROJECT TITLE These plans are copyrighted in accordance with federal and state statutes. Reproduction and alterations by any method of all or any portion of these plans or variations thereof without written permission from DIMENSIONS, INC. is expressly prohibited. Job #: 202306-18 Drawn: KJH JRS DRAWING LEGEND Checked: JRS > Issuance: 7.9.2024 > > EXISTING WALL Submittal: 02.28.2023 > EXISTING EXTERIOR WALL, TYP U.N.O. > > > > 60 FT NEW PARTITION WALL, TYP U.N.O. 61 FT > > > 52 FT > > OUT OF SCOPE > > > > REVISION & DATE > > > 75 FT MAX 73 FT > 50.5 FT > > > > > > > > > > > > > 75 FT MAX > > > > > > > Title of Drawing 01 Title of Drawing 02 Title of Drawing Primary EXITING PLAN 02 PROJECT TRUE SCALE: 3/32"=1'-0" NORTH NORTH SHEET TITLE A-201 SHEET Page 9 of 9        !"#$ %&'()*+',-.%/'00,-1)-.)2 34#5$ 6,&)-7,'-78)2)&*%&,./ 34#5399::  ;./<)% 34#5=>=?=@ A&'-A7 >!5# 8)2)&*%&,./ B!5 C C;;  D4 E7&,./FA,&)-7,'-7G2H/IH'& ?#!!JK!L 6)&,7,-1MGNNG-A'-))-.2*A''2 O4P!5  I ?QPR S $PT!J?!:  >!5:P#!5 UV W##P5#X!P VYVZ7,-)77 [ >!9 [::P9    D\: ; S R!  ?P: + 3::]59! &)2)7,GGMN,7 ! +G2H)N^ AA2)77)1GN6)7H2,0.,'-M-)2 G&) M-)2+/'-) _'-,-1 CC%`a+ 6 S Vb% %% SC    b   % +c%%  >!5#!: '-.2GH.'2+2,&G2*'-.GH.+/'-)AA2)77'-.2GH.'2*0),H)-7) ,H)-7)^ )/&G--cG&,N* VZ7,-)77 `G7)*)/&G--C d; d; ;SHN)'AA SSC '-7.2ZH.,'- ,H)-7) )/&G--cG&,N* '-7.2ZH.,'- `G7)*)/&G--C d; d; ;SHN)'AA ec  '-7.2ZH.,'- '-.2GH.'2 45fgh: 6G.))<,)M*0)6)7H2,0.,'-77,1-)A')<,)M%.G.Z7                 !!" #           $ %"%%"% &!''" &()*#+,  , *         $ % -.*#+,* +, /         !%"$0 %1"-" ""2%  .3#+,+ , /     4556 7 !%"%" '" %%1# %-8, 9:&;.<; #! %1!21$ 9=. %%1#'%"8,: 9<:.> %%1# %-8, 9:.: ?@ABC DEFGHIJHH KAABLM5NO5AA5P6 " "" !%"% : QRSTUSVWXYZ[S\ :< ]Y^_`Z[aQRSTUSVWbccTSde\S`V fBgh5iA6 " #%$ !%"%#$'"$ !!"$ '"  :>= ' %-% 9:&;.<; j#0k ::> 9<:<.< :<=>: lmA6ABiNniopBCBiL5 DGJGG q@A56 " ""$k === '")%.r2r-%!s <= "t%"%"%!r2r-%!s #)%,2% '%"$ "2'% %1-"$"2"- : !'"%"'%""%1. $%"%'  ' "8'%"" ' %-% "$. %1%*+k %"%- &  8"2'&t"%1 t%" & '% %1-. %1%/"%k9:& ::< ' %-% #)%0"'"%1-%"2-"$k21"$'%""%10-2"- % $ .-"%"&.2'0--%"2% %1!"!"2 . ::< "!"u%%"% ! 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