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HomeMy WebLinkAbout3704 172nd St Ne Ste G_BLD6439_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: 3704 172nd St NE, Ste I Project Valuation: 45,000 Lot #: Parcel ID No.: 31052800206000 Subdivision: Project Scope of Work: TI work in vacant suite G unit, to convert east end to new tenant space for Defensive Driving School tenant Description of New Tenant Business Operations: IBC Construction Type: III-A IBC Occupancy Type: E Building/Space Square Footage: 1260 Number of Stories: 1 Square Footage Per Floor: 1st 1260 2nd 3rd 4th 5th 6th Primary Contact: Owner Architect Engineer Contractor Owner Name: Northgate Station Office No.: Email Address: Cell No.: Mailing Address: 8451 SE 69th St, Ste 200 City: Mercer Island State: WA Zip: 98040 Architect Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Engineer Name: BC Investigative Engineers - Jesse Binford Office No.: 253-833-5557 Email Address: jbinford@bcie.net Cell No.: Mailing Address: 34 37th St NE, Ste A City: Auburn State: WA Zip: 98002 Professional License Number: 37346 Expiration Date: 10-25-25 Primary Contractor: Greater Seattle Construction Office No.: 425-949-5601 Email Address: corey@greaterseattleconstruction.com Cell No.: 206-979-7760 Mailing Address: 14522 NE North Woodinville Way, Ste 205 City: Woodinville State: WA Zip: 98072 L&I Contractor License Number: GREATSC881MR Expiration Date: 07-27-26 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” ” 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  DESCRIPTION OF DAMAGE/SCOPE 1. NEW TENANT IMPROVEMENT INSIDE OF EXISTING UNIT G SPACE WHICH IS CURRENTLY VACANT. PROPERTY LINE 270' +/- 2. DEFENSIVE DRIVING WILL BE IN SUITE I, ADJACENT TO DIVA NAILS IN SUITE J  SEE PLANS FOR ADD'L INFORMATION.    61'-9" 36'-7" SAFEWAY 152'-4" GAS STATION PROPERTY LINE 91' +/- PROPERTY LINE 91' +/- PROPERTY LINE 91' +/- SEE PLANS FOR ADD'L INFORMATION. HVAC WORK SUCH AS NEW DUCTING, PROPERTY LINE 123' +/- PROPERTY LINE 91' +/- EXHAUST VENTS, RETURN AIR VENTS, ETC. BY OTHERS - (E) ROOFTOP HVAC PROPERTY LINE 281' +/- PROPERTY LINE 174' +/- CODES USE FOR THIS PROJECT: EQUIPMENT TO REMAIN. 2021 INTERNATIONAL BUILDING CODE 2021 WASHINGTON STATE ENERGY CODE ARCHITECTURAL/STRUCTURAL REPAIRS 68'-5" 2021 UNIFORM PLUMBING CODE PROVIDE (N) INTERIOR & EXTERIOR ARCHITECTURAL & STRUCTURAL CONSTRUCTION AS NOTED PER THE PLANS. ALL (N) CONSTRUCTION SHALL PARKING LOT **AS AMENDED & ADOPTED BY THE CITY OF ARLINGTON COMPLY WITH THE 2021 IBC AS AMENDED & ADOPTED BY THE LOCAL P.L. 39' +/- JURISDICTION. BUILDING DATA ELECTRICAL, MECHANICAL, & PLUMBING: PROVIDE (N) ELECTRICAL, MECHANICAL, & PLUMBING FIXTURES & SERVICES ADDRESS: 3704 172ND ST NE, SUITE I, ARLINGTON, WA 98223 194'-1" WITHIN THE DAMAGED AREAS AND AS OTHERWISE NOTED PER THE PLANS. ALL (N) HAIR MASTERS PARCEL NO: 31052800206000 CONSTRUCTION WILL BE BACK TO THE (E) ROUGH-INS. SUITE M - NO WORK GUTIERREZ CHIROPRATIC BRIGHT NOW DENTAL SUITE N - NO WORK LEGAL DESCRIPTION: DIVA NAILS & SALON SUITE E - NO WORK FAMILY PET & SUITE J - NO WORK MEDICAL SURGERY DOMINO'S SEC 28 TWP 31 RGE 05 PAYLESS BLDG AND PROPORTIONATE 22,684 SQ FT OF LAND ON FDP: BUILDING DESIGN NOTES  SUITE L - NO WORK SUITE O - NO WORK TH PTN NW1/4 NW1/4 DAF: COM NW COR SD SEC 28 TH S00* 00 03E ALG W LN SD NW1/4 527.84FT TO INT WITH S LN OF N1/5 SDNW1/4 TH S88* 38 22E ALG S LN SD N1/5 536.01FT TO TPB TH N01*21 38E PERP TO S LN SD N1/5 483.22FT TO INT WITH S LN OF N 45FT SD NW1/4 ARCHITECTURAL   VACANT - SUITE G PROPERTY LINE 203' +/- NO WORK 60'-8" TH S88* 41 43E ALG SD S LN 727.53FT TO INT WITH W LN OF E 30FT SDNW1/4 NW1/4 TH S00*  THE CONTRACTOR AND SUBCONTRACTORS PERFORMING THE ARCHITECTURAL 16 56W ALG SD W LN 484.02FT TO INT WITH S LN OF N1/5 SD NW1/4 TH N88* 38 22W ALG SD PROPERTY LINE 482' +/- HALLMARK S LN 736.64FT TO TPB EXC ANY PTN THOF LY WHN R/W EXC TH PTN NW1/4 NW1/4 DAF: BEG WORK, WHICH INCLUDES: EXTERIOR AND INTERIOR FINISHES, EXTERIOR FLASHING SUITE C - NO WORK SE COR LOT 2 OFSP REC AFN 8007090217 TH N01* 21 38E 42.79FT ALG E LN THOFTO TPB TH & CAULKING, INTERIOR FLOORING, TRIM, ETC. DAMAGED BY THE Value Value SHALL S88* 38 22E 50FT TH N01* 21 38E 61.21FT TH N88* 36 32W 10.17FT TH N01* 21 38E 203.92FT TH REMOVE AND REPLACE THE ARCHITECTURAL ITEMS TO MATCH ORIGINAL ï‡ï’ï…ïï”ï…ï’ï€ ï“ï…ïï”ï”ïŒï…ï€ ïƒïïŽï“ï”ï’ï•ïƒï”ï‰ïïŽï€±ï€´ï€µï€²ï€²ï€ ïŽï…ï€ ïŽïï’ï”ïˆï€ ï—ïïï„ï‰ïŽï–ï‰ïŒïŒï…ï€ ï—ïï™ JOANN FABRICS & CRAFTS N88* 41 43W 39.83FT TO SD E LN LOT 2 THS01* 21 38W 265.10FT ALG SD E LN TO TPB AKA LOT CONDITIONS. THE ARCHITECTURAL WORK SHALL BE PER THE 2021 IBC AS SUITE F - NO WORK AMMENDED & ADOPTED BY CITY OF ARLINGTON AND THE STATE OF B OF CITY OF ARL #MN-01-046-BLA REC AFN 200201315006 & CORR AFN 200206100817 REFER P.L. 10' +/- WASHINGTON. TO 283105-2-013-0007 FOR REMAINDER (N) TENANT SUITE I DEFENSIVE DRIVING DEPT OF LICENSING SUITE K1 - WORK UDNER SEPARATE PERMIT ELECTRICAL, MECHANICAL, & PLUMBING: DOLLAR TREE SUITE K2 - NO WORK BUILDING: TYPE III-A (SPRINKLERED) P.L. 61' +/- THE CONTRACTOR AND SUBCONTRACTORS PERFORMING THE ELECTRICAL, P.L. 50'+/- OCCUPANCY E, DRIVERS' EDUCATION MECHANICAL, & PLUMBING WORK SHALL INSTALL NEW ITEMS TO MATCH THE ZONING: HC (HIGHWAY COMMERCIAL) ORIGINAL ITEMS. SEPARATE PERMITS FOR ELECTRICAL AND MECHANICAL SHALL BE DEPT OF SOCIAL & HEALTH SERVICES SUITE P - NO WORK SUBMITTED TO CITY OF ARLINGTON BY THE ELECTRICAL AND MECHANICAL P.L. 43' +/- 40'-5" DEFENSIVE DRIVING (SUITE I) 1,260 SQFT CONTRACTORS. THE ELECTRICAL & MECHANICAL CONTRACTORS ARE RESPONSIBLE FOR SPECIFICATIONS OF ELECTRICAL SERVICES (AS REQ'D), MECHANICAL EQUIPMENT (AS REQ'D), & PLUMBING FIXTURES (AS REQ'D). ALL WORK SHALL  PROPERTY LINE 735' +/- 35'-3" COMPLY WITH CURRENT ELECTRICAL, MECHANICAL, AND PLUMBING CODES AS LOT: 6.98 ACRES AMMENDED & ADOPTED BY CITY OF ARLINGTON AND THE STATE OF YEAR BUILT: 1991 WASHINGTON. SEE THIS SHEET & PLANS FOR ADDITIONAL CODE ANALYSIS PROJECT TEAM SHEET INDEX SCALE: 1"=50'-0" GENERAL  STATEMENT OF USE & LIABILITY ïŽïï’ï”ïˆï‡ïï”ï…ï€ ï“ï”ïï”ï‰ïïŽï€ ï”ï‰ï€³ï€·ï€°ï€´ï€ ï€±ï€·ï€²ïŽï„ï€ ï“ï”ï€ ïŽï…ï€¬ï€ ï“ï•ï‰ï”ï…ï€ ï‰ CONTRACTOR: INVESTIGATIVE/RESTORATION ENGINEER NOTE: CS COVERSHEET & PROJECT INFORMATION  THESE PLANS ARE FOR THE EXCLUSIVE USE OF GREATER SEATTLE CONSTRUCTION GREATER SEATTLE CONSTRUCTION BC INVESTIGATIVE ENGINEERS THIS SITE PLAN WAS GENERATED USING INFORMATION ARCHITECTURAL BCIE ASSUMES NO RESPONSIBILITY OR LIABILITY FOR USE OF THESE PLANS BY CONTRACTORS LICENSE# GREATSC881MR FOUND ON THE SNOHOMISH COUNTY GIS SYSTEM OTHERS. ALL INFORMATION ON THESE PLANS IS THE EXCLUSIVE PROPERTY OF BCIE CONTACT: JESSE BINFORD, PE A0.0 DESIGN NOTES AND INFORMATION GATHERED DURING SITE VISITS. THIS SITE PLAN IS NOT TO BE CONSIDERED A SURVEY. AND DOES NOT EXPRESS NOR IMPLY ANY WARRANTY OF THE INFORMATION ON CONTACT: COREY BOYD PRINCIPAL  A1.0 FLOOR PLAN THESE PLANS. 206.979.7760 (C) 253.670.9513 A1.1 REFLECTED CEILING PLAN ABBREVIATIONS LEGEND A2.0 WALL SECTIONS STRUCTURAL AB(s) ANCHOR BOLT(s) FT FOOT, FEET P-NAILS PNEUMATIC NAILS W1 = SW DESIGNATION PER S1.0 TYPICAL STRUCTURAL NOTES ADEQ ADEQUATE FTG FOOTING PNL PANEL W1 SW TABLE ON S1.0 S3.0 ROOF FRAMING PLAN ï€²ï€µï€³ï€®ï€¸ï€³ï€³ï€®ï€µï€µï€µï€·ï€ ï€¨ïï€©ï€²ï€µï€³ï€®ï€¸ï€³ï€³ï€®ï€·ï€³ï€°ï€¹ï€ ï€¨ï†ï€© ADD'L ADDITIONAL GA GAUGE PT POINT SCALE: 1"=10'-0" PLAN TITLE UNDERLINE  S4.0 FRAMING DETAILS ALUM ALUMINMUM GALV GALVANIZED PWD PLYWOOD BLDG BUILDING GCB GYPSUM CEILING BOARD REINF REINFORCEMENT 1 1 = REVISION NUMBER BLKG BLOCKING GLB CLULAM BEAM RQD REQUIRED BM BEAM GWB GYPSUM WALL BOARD SI SQUARE INCHES NORTH ARROW BOT BOTTOM HC HOLLOW CORE SC SOLIC CORE INDICATES AREA WITH A REVISION BRG BEARING HD(s) HOLDOWN(s) SHT SHEET BTWN BETWEEN HDR(s) HEADER(s) SHTG SHEATHING  CL, â„„ CENTER LINE HDWR HARDWARE SIM SIMILAR A DETAIL/SECTION TITLE UNDERLINE 2x4/2x6 WALLS/SHEAR WALLS CLG CEILING HF HEM FIR SOG SLAB ON GRADE SX.X = SHEET WHERE DETAIL/SECTION INVESTIGATIVEENGINEERS, LLC SX.X SCALE: 1"=1'-0" 8 TOTAL SHEETS, THIS SET CLR CLEAR HORIZ HORIZONTAL SPCG SPACING IS DRAWN DEDICATED EXHAUST ROOF VENTS COL COLUMN IBC INTERNATIONAL BUILDING CODE SQ SQUARE VICINITY MAP COMP COMPOSITION, COMPOSITE I/F INSIDE FACE STRUCT STRUCTURAL 1 = DETAIL NUMBER CONC CONCRETE INSUL INSULATION SW SHEAR WALL 1 SX.X = REFERENCE WHERE DETAIL CONT CONTINUOUS INT INTERIOR T&G TONGUE & GROOVE SX.X IS TAKEN CONTR CONTRACTOR IRC INTERNATIONAL RESIDENTIAL TYP TYPICAL CTR(d) CENTERED CODE UNO UNLESS NOTED OTHERWISE CTV CONTRACTOR TO VERIFY JT JOINT VERT VERTICAL 1 = SECTION NUMBER DEMO DEMOLISH, DEMOLITION LAM(s) LAMINATION(s) W/ WITH 1 SX.X = REFERENCE WHERE SECTION BC ï€³ï€´ï€ ï€³ï€·ï”ïˆï€ ï“ï”ï€ ïŽï€®ï…ï€®ï€ ï“ï•ï‰ï”ï…ï€ ïï€¬ïï•ï‚ï•ï’ïŽï€¬ï€ ï—ïï€®ï€ ï€¹ï€¸ï€°ï€°ï€² DF DOUGLAS FIR lbs POUNDS W/O WITHOUT SX.X IS TAKEN   DIA, ∅ DIAMETER MAX MAXIMUM WIN WINDOW DIST DISTANCE MFR MANUFACTURER WSEC WASHINGTON STATE ENERGY   DTL DETAIL MIN MINIMUM CODE 1 1 = ELEVATION NUMBER   (E) EXISTING (N) NEW XFR TRANSFER SX.X SX.X = REFERENCE WHERE ELEVATION   EA EACH NOM NOMINAL IS TAKEN EQ EQUAL O.C. ON CENTER  ES EA SIDE O/F OUTSIDE FACE, OVER-FRAMING 1 DOOR MARK PER SCHEDULE EW EACH WAY OSB ORIENTATED STRAND BOARD  A WINDOW MARK PER SCHEDULE EXT EXTERIOR OH OVERHANG FF FLUSH FRAMED, FINISHED FLOOR PE PRE-ENGINEERED  FLR FLOOR PL, â…Š PLATE  FND FOUNDATION PLC(s) PLACE(s)  (APPLICABLE ONLY TO ACTUAL WORK BEING DONE) ENERGY CODE/BUILDING ENVELOPE- GENERAL 1. GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CONTACT ARCHITECT IF ANY DISCREPENCIES ARE FOUND. ALL WORK SHALL 1. TENANT SPACE HEATED BY (E) HVAC UNIT(S) BE IN COMPLIANCE WITH NFPA, OSHA, 2021 IBC, AND ALL OTHER PPLICABLE GOVERNMENT AND REGULATORY AGENCIES. 2. ALL WINDOWS & DOORS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO MINIMIZE AIR LEAKAGE. 3. ALL VAPOR BARRIERS SHALL BE A MAXIMUM OF 1 PERM. 2. MAINTAIN A MINIMUM OF 36" CLEAR, UNOBSTRUCTED EMERGENCY EXIT AISLE TOWARD DESIGNATED EXIT. 4. BUILDING ASSEMBLIES USED AS DUCTS OR PLENUM SHALL BE SEALED, CAULKED AND GASKETED TO LIMIT AIR LEAKAGE. 3. ALL DOORWAY THRESHOLDS MUST COMPLY WITH CURRENT AND APPLICABLE CODE REQUIREMENTS. ELECTRICAL- GENERAL 1. BUILDING SHALL BE WIRED WITH NMB 90 NONMETALLIC SHEATHED CABLE (COMPLIES w/US STANDARDS: NMB2C14US-14/2  4. ALL EXITS TO THE EXTERIOR OF THE BUILDING SHALL BE SIGNED AND ILLUMINATED PER IBC SECTION 1008. WIRE; NMB2C12US- 12/2 WIRE; NMB3C14US- 14/3 WIRE).    2. (E) SERVICE ENTRANCE ABOVE GROUND (ASSUMED). 5. PROVIDE A FLOOR OR LANDING ON EACH SIDE OF DOORS NOT MORE THAN 1" LOWER THAN THE THRESHOLD OF THE DOORWAY (1/2" IF BEVELED 1:2). LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE DOOR. DOORS IN FULLY OPENED POSITION SHALL NOT REDUCE A REQUIRED DIMENSION BY MORE THAN 7 INCHES. ELECTRICAL LIGHTING 1. LIGHTING CONTROLS SHALL BE PROVIDED FOR EACH SEPARATE AREA, READILY ACCESSIBLE AT THE POINT OF ENTRY/EXIT. 6. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOT-CANDLE AT FLOOR LEVEL. CONTROLS SHALL BE CAPABLE OF TURNING OFF ALL LIGHTS WITHIN THE SPACE. 2. MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A SINGLE SWITCH OR CONTROL SHALL NOT EXCEED A 15 7. PROVIDE PORTABLE FIRE EXTINGUISHERS (2A10BC OR BETTER) (1) FOR EVERY 3,000 SF OF BUILDING FLOOR AREA OR 75' OF TRAVEL DISTANCE. EXTINGUISHERS AND MOUNTING AMPERE CIRCUIT LOADED TO 80% CAPACITY. BRACKETS TO BE UL LISTED. MECHANICAL SYSTEM- GENERAL 8. ALL FINISH SURFACES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF CLASS III OR HIGHER (FLAME SPREAD INDEX 76 THRU 200 AND A SMOKE DENSITY OF 450). 1. THERMOSTAT SHALL BE RATED FOR INTERIOR OR EXTERIOR WALL INSTALLATION. NOT APPLICABLE FOR ELECTRIC HEAT 2. SEAL ALL TRANSVERSE DUCT JOINTS. 9. THE BLDG., DOORS & WINDOWS SHALL BE SEALED, CAULKED, OR GASKETED. 3. SUPPLY AIR DIFFUSERS SHALL BE PROVIDED WITH MANUAL DAMPERS FOR BALANCING THE SYSTEM. 4. DUCTS SHALL BE SEALED IN ACCORDANCE WITH SMACNA- METAL DUCT AND FLEXIBLE CONSTRUCTION STANDARDS 1ST 10. ELECTRICAL WORK IS DESIGN-BUILD. THE ELECTRICAL WORK, SHOWN HEREIN, IS DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF THE ADDITION. WORK. ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY THE SPECIFICTAIONS, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS 5. DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND OWNER PRIOR TO AN APPROVED FINAL PART OF THE WORK. INSPECTION. (WSEC C402.5.1.2) 11. MECHANICAL WORK IS DESIGN-BUILD. THE MECHANICAL WORK, SHOWN HEREIN, IS DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF 6. BUILDING AIR LEAKAGE TESTING, DEMONSTRATING THE SPECIFIC AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT THE WORK. ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY SPECIFICATIONS, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS EXCEED 0.40 CFM/FT2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE (2.0 L/S X M2 AT 75 PA) AT THE UPPER 95 PART OF THE WORK. PERCENT CONFIDENCE INTERVAL IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL, (WSEC C402.5.1.2), IS REQUIRED PRIOR TO FINAL INSPECTION. 12. PLUMBING WORK IS DESIGN-BUILD. THE PLUMBING WORK, SHOWN HEREIN, IS DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF THE 7. A SIGNED AFFIDAVIT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR WORK. ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY THE OF THE WORK. ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY THE PRIOR TO AN APPROVED FINAL INSPECTION. (WSEC C402.5.1.2)  SPECIFICTAIONS, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS PART SPECIFICTAIONS, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED OF THE WORK. PLUMBING- GENERAL 1. ALL PLUMBING TO BE IN ACCORDANCE WITH THE AMENDED 2021 PLUMBING CODE.   13. HOT WATER HEATER: SEISMIC RESTRAINT STRAPS 4" WIDE X 24 GA. S/M STRAPPING SHALL BE POINTS WITHIN THE UPPER ONE THIRD AND LOWER ONE THIRD OF ITS VERTICAL 2. ALL FITTINGS TO BE BOWPEX (BRASS/BARB) TS, ELBOWS, AND COUPLINGS. DIMENSIONS - PROVIDE BLOCKING IN WALL USE (3) 5/16" LAG BOLTS PER WALL FLANGE WATERTIGHT DRIP PAN W/ DRIP TO DAYLIGHT AS APPROVED.  3. ALL DRAINAGE PIPE TO BE ABS SCHEDULE 40. 4. ALL WATER PIPE TO BE PEX POTABLE TUBING (ULC LISTED). PERFORMANCE STANDARDS PER ASTM F876/F877. 14. CONTRACTOR AND ALL SUBCONTRACTORS ARE NOT TO SCALE ANY DRAWINGS TO IDENTIFY DIMENSIONS IF THERE ARE DIMENSIONS NOT SHOWN ON DRAWINGS CALL 5. ALL PIPES TO BE SECURED USING APT TUBE CLAMPS. ABS TO BE BLOCKED & STRAPPED. ARCHITECT / DESIGNER TO VERIFY THOSE DIMENSIONS. 6. ALL SINKS SHALL BE EQUIPPED WITH CLEAN-OUT. ï‡ï’ï…ïï”ï…ï’ï€ ï“ï…ïï”ï”ïŒï…ï€ ïƒïïŽï“ï”ï’ï•ïƒï”ï‰ïïŽï€±ï€´ï€µï€²ï€²ï€ ïŽï…ï€ ïŽïï’ï”ïˆï€ ï—ïïï„ï‰ïŽï–ï‰ïŒïŒï…ï€ ï—ïï™ 7. ALL WATER PIPES OUTSIDE OF CONDITIONED SPACE SHALL BE INSULATED AND EQUIPPED WITH HEAT TRACE TAPE. 8. MIN R-10 INSULATION UNDER WATER HEATER SHALL BE MET BY THE R-34 BATT INSULATION LOCATED IN THE FLOOR. 9. THE HOT WATER TANK SHALL COMPLY WITH STANDARD: ANSI Z21.10.1-1998. (APPLICABLE ONLY TO ACTUAL WORK BEING DONE) (N) ALUMINUM WINDOWS: NO WORK (N) INTERIOR FINISH SCHEDULE: NO WORK  (N) DOORS: SIZES AND TYPES TO MATCH EXISTING UNLESS COORDINATED OTHERWISE BETWEEN OWNER & CONTRACTOR. (N) ROOF VENTING: NO WORK (N) INSULATION:  NO WORK ïŽïï’ï”ïˆï‡ïï”ï…ï€ ï“ï”ïï”ï‰ïïŽï€ ï”ï‰ï€³ï€·ï€°ï€´ï€ ï€±ï€·ï€²ïŽï„ï€ ï“ï”ï€ ïŽï…ï€¬ï€ ï“ï•ï‰ï”ï…ï€ ï‰   CONTRACTOR SHALL TAKE TIME TO THOROUGHLY VERIFY ALL DIMENSIONS, HEIGHTS, STAIR RISE AND RUN, FRAMING LUMBER SIZE COMPATIBILITY, STEM WALL HEIGHTS, ROOF PITCH, OVERHANGS AND ANY OTHER CONDITION WHERE NEW CONSTRUCTION MEETS EXISTING. PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL TAKE TIME TO LAYOUT NEW CONSTRUCTION TO VERIFY THE ï€²ï€µï€³ï€®ï€¸ï€³ï€³ï€®ï€µï€µï€µï€·ï€ ï€¨ïï€©ï€²ï€µï€³ï€®ï€¸ï€³ï€³ï€®ï€·ï€³ï€°ï€¹ï€ ï€¨ï†ï€© COMPATIBILITY BETWEEN NEW AND EXISTING CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND CONTACT BCIE IMMEDIATELY.   INVESTIGATIVEENGINEERS, LLC BCï€³ï€´ï€ ï€³ï€·ï”ïˆï€ ï“ï”ï€ ïŽï€®ï…ï€®ï€ ï“ï•ï‰ï”ï…ï€ ïï€¬ïï•ï‚ï•ï’ïŽï€¬ï€ ï—ïï€®ï€ ï€¹ï€¸ï€°ï€°ï€²ï„ï•ï…ï€ ï„ï‰ïŒï‰ï‡ï…ïŽïƒï…             A JOANN'S FABRIC VACANT - PREVIOUSLY BUDDY'S FURNISHING FUTURE TENANT DIVA NAILS & SALON JOANN'S FABRIC VACANT - PREVIOUSLY BUDDY'S FURNISHING DEFENSIVE DRIVING DIVA NAILS & SALON A2.0 SUITE F SUITE G SUITE J - NO WORK SUITE F SUITE G SUITE I SUITE J - WORK UNDER NO WORK NO WORK SEPARATE PERMIT     B C (E) VACANT SPACE (E) VACANT SPACE A2.0 A2.0 (E) SALON +10'-0" CEILING    (E) DOORS TO REMAIN -  TYP UNO (E) SERVER RM ï‡ï’ï…ïï”ï…ï’ï€ ï“ï…ïï”ï”ïŒï…ï€ ïƒïïŽï“ï”ï’ï•ïƒï”ï‰ïïŽï€±ï€´ï€µï€²ï€²ï€ ïŽï…ï€ ïŽïï’ï”ïˆï€ ï—ïïï„ï‰ïŽï–ï‰ïŒïŒï…ï€ ï—ïï™ STACKED STACKED H/W W/D H/W W/D (E) BREAK RM 50 50 (E) RISER RM E E (E) UNISEX ADA (E) UNISEX ADA A RESTROOM RESTROOM A A2.0 A2.0  SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" SCOPE OF DEMO: SCOPE OF WORK:  VACANT (PREVIOUSLY'S BUDDY'S FURNISHING); SUITE G SUITE H ïŽïï’ï”ïˆï‡ïï”ï…ï€ ï“ï”ïï”ï‰ïïŽï€ ï”ï‰ï€³ï€·ï€°ï€´ï€ ï€±ï€·ï€²ïŽï„ï€ ï“ï”ï€ ïŽï…ï€¬ï€ ï“ï•ï‰ï”ï…ï€ ï‰  DEMO INTERIOR WALLS PER PLANS FOR OPEN SPACE FOR FUTURE TENANT NEW UNIT SEPARATION WALL DEMO CEILING GRID NEW INTERIOR FINISHES PER TENANT DEMO COMPLETED UNDER PERMIT 6278 NEW CEILING GRID & CLG PANELS  NEW LIGHTING FIXTURES PER A2.0 MECHANICAL/UNIT VENTING BY OTHERS ï€²ï€µï€³ï€®ï€¸ï€³ï€³ï€®ï€µï€µï€µï€·ï€ ï€¨ïï€©ï€²ï€µï€³ï€®ï€¸ï€³ï€³ï€®ï€·ï€³ï€°ï€¹ï€ ï€¨ï†ï€©   INVESTIGATIVEENGINEERS, LLC (E) EXTERIOR/INTERIOR WALLS TO REMAIN BCï€³ï€´ï€ ï€³ï€·ï”ïˆï€ ï“ï”ï€ ïŽï€®ï…ï€®ï€ ï“ï•ï‰ï”ï…ï€ ïï€¬ïï•ï‚ï•ï’ïŽï€¬ï€ ï—ïï€®ï€ ï€¹ï€¸ï€°ï€°ï€²   (E) INTERIOR WALLS TO BE DEMOLISHED     (E) 5-1/2" TILT-UP PANELS   (N) STEEL PARTITION WALL   50  EXHAUST FAN, 50 CFM N - NEW, E - EXISTING   JOANN'S FABRIC VACANT DEFENSIVE DRIVING DIVA NAILS & SALON SUITE F SUITE G SUITE I SUITE J NO WORK CEILING + 10'-0" CEILING + 10'-0" G     A A (N) SUSPENDED CEILING SYSTEM W/ (N) 2'-0"x4'-0" CEILING TILES & (N) BRACING PER 1/A1.1 A NUM. MANUFACTURER FIXTURE TYPE LAMP REMARKS A BY CONTRACTOR LED PANEL LED, PER MFR SURFACE MOUNTED 40W @ 5K MIN B NOT USED -- - A C NOT USED -- - D NOT USED -- - E NOT USED -- - A F NOT USED -- - G BY CONTRACTOR (1) LED BULB LED, PER MFR EXIT LIGHTING  LIGHTING FIXTURE LEGEND ELECTRICAL LEGEND A   2x4 LED/FLUOURESCENT FIXTURE LIGHT SWITCH, SINGLE POLE,  WALL MOUNTED 1x4 LED/FLUOURESCENT FIXTURE A LIGHT SWITCH, THREE WAY ï‡ï’ï…ïï”ï…ï’ï€ ï“ï…ïï”ï”ïŒï…ï€ ïƒïïŽï“ï”ï’ï•ïƒï”ï‰ïïŽï€±ï€´ï€µï€²ï€²ï€ ïŽï…ï€ ïŽïï’ï”ïˆï€ ï—ïïï„ï‰ïŽï–ï‰ïŒïŒï…ï€ ï—ïï™ 1x4 LED/FLUOURESCENT FIXTURE WALL MOUNTED H VANITY LIGHTING OCCUPANCY SENSOR LIGHT SWITCH, (E) RISER ROOM - SINGLE POLE, WALL MOUNTED NO WORK EXIT LIGHT W/ BATTERY BACK-UP ACOUSTICAL TIME SWITCH CONTROL LIGHT SWITCH, CEILING TILE SINGLE POLE, WALL MOUNTED SEISMIC BRACE 12'-0" (2'x4') PER IBC 808 NOTES: (E) GCB W/ (E) LIGHTING @ ADA UNISEX RESTROOM LIGHTING CONTROLS PER C405.2 MANUAL C405.2.3 & C405.2.5  AUTOMATIC (OCC) C405.2.1 6'-0" 12'-0" MAX. SCALE: 1/8" = 1'-0" AUTOMATIC TIMER (T) C405.2.2.1 MAX. AREA CONTROLS/MASTER PER C405.2.7 LIGHTING IS BIDDER DESIGN TO MEET C405 REQUIREMENTS, INCL COMMISSIONING AS RQD BY CITY OF ARLINGTON WALL TENANT ? (SUITE H)  280W @ 35K LUMENS NOTE: ïŽïï’ï”ïˆï‡ïï”ï…ï€ ï“ï”ïï”ï‰ïïŽï€ ï”ï‰ï€³ï€·ï€°ï€´ï€ ï€±ï€·ï€²ïŽï„ï€ ï“ï”ï€ ïŽï…ï€¬ï€ ï“ï•ï‰ï”ï…ï€ ï‰ UNOCCUPIED - NO CALCS PROVIDED  PROVIDE CROSS-BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM @ 12" O.C. BOTH NEW LIGHTING TO BE REPLACED UNDER FUTURE TENANT IMPROVEMENT WAYS WITH NO 12 GAUGE WIRES PER ASTM C635 AND ASTM C636. THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED NOT MORE THAN 12'-0" O.C. IN  BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6'-0" FROM EACH WALL. TO FACILITATE INSTALLATION MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS TO BE INDEPENDENT OF THE WALL LIGHTING SYSTEM IS SHOWN SCHEMATICALLY AND IS TO BE BIDDER DESIGNED TO MEET REQUIREMENTS OF STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING AT 12'-0" O.C. MAXIMUM. OWNER/TENANT, MECHANICAL SYSTEM, AND 2021 WSEC, INCLUDING C405. ACCOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH IBC 808 ALL LED TUBES TO BE T5 WITH LED PANELS. ï€²ï€µï€³ï€®ï€¸ï€³ï€³ï€®ï€µï€µï€µï€·ï€ ï€¨ïï€©ï€²ï€µï€³ï€®ï€¸ï€³ï€³ï€®ï€·ï€³ï€°ï€¹ï€ ï€¨ï†ï€©  NON-COMBUSTIBLE STRUT CAPABLE OF ALL SWITCHES AND COVER PLATES TO BE WHITE OR AS SELECTED BY OWNER. RESISTING VERTICAL COMPONENTS INDUCED BY BRACING WIRES. FASTEN SECURELY TO TYPICAL SEISMIC BRACING FOR SUSPENDED LIGHT SWITCHING TO BE BIDDER / OWNER DESIGN AND SHALL BE PER 1513.1 LOCAL CONTROL AND ACCESSIBILITY: STRUCTURE ABOVE ACCOUSTICAL CEILING GRID SYSTEM EACH SPACE, ENCLOSED BY WALLS OR CEILING-HEIGHT PARTITIONS, SHALL BE PROVIDED WITH LIGHTING CONTROLS LOCATED WITHING THAT SPACE. THE LIGHTING CONTROLS, WHETHER ONE OR MORE, SHALL BE 12 GA VERT WIRE (TYP) CAPABLE OF TURNING OFF ALL LIGHTS WITHIN THE SPACE. THE CONTROLS SHALL BE READILY ACCESSIBLE, AT THE 8" MAX 8" MAX POINT THE POINT OF ENTRY/EXIT, TO PERSONNEL OCCUPYING OR USING THE SPACE. 12 GA VERT HANGER WIRE  @ 4'-0" O.C. BOTH WAYS 3 TURNS MIN (TYP) 1513.2 AREA CONTROLS: THE MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A SINGLE SWITCH INVESTIGATIVEENGINEERS, LLC OR AUTOMATIC CONTROL SHALL NOT EXCEED THAT WHICH IS PROVIDED BY A TWENTY AMPERE CIRCUIT LOADED MAIN RUNNER OR CROSS TEE TO NOT MORE THAN EIGHTY PERCENT. A MASTER CONTROL MAY BE INSTALLED PROVIDED THE INDIVIDUAL LATERAL FORCE BRACING 4 EA 45^ SWITCHES RETAIN THEIR CAPABILITY TO FUNCTION INDEPENDENTY. CIRCUIT BREAKERS MAY NOT BE USED AS THE 12 GA WIRE SECURED TO MAIN RUNNER W/IN SOLE MEANS OF SWITCHING. EXCEPTIONS: 2" OF CROSS TEE INTERSECTION & SPLAYED 45^ 90" FROM EA OTHER @ 12"-0" O.C. IN BOTH 1. INDUSTRIAL OR MANUFACTURING PROCESS AREAS, AS MAY BE REQUIRED FOR PRODUCTION. DIRECTONS W/ FIRST POINT W/IN 4'-0" FROM 2. AREAS LESS THAN FIVE PERCENT OF FOOTPRINT FOR FOOTPRINTS OVER 100,000 SQUARE FEET. EA WALL PROVIDE 1/2" SPACE @ OPP WALL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS, CONDUCTORS AND PULL LINES AS REQUIRED. REFER BC T0 MANUFACTURER'S SPEC FOR SPECIFIC REQUIREMENTS. ï€³ï€´ï€ ï€³ï€·ï”ïˆï€ ï“ï”ï€ ïŽï€®ï…ï€®ï€ ï“ï•ï‰ï”ï…ï€ ïï€¬ïï•ï‚ï•ï’ïŽï€¬ï€ ï—ïï€®ï€ ï€¹ï€¸ï€°ï€°ï€² MAIN RUNNER ACCOUSTICAL TILE   ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST N.E.C. WALL ANGLE (2" MIN PER CODE)   CROSS TEE   CONTRACTOR TO COMPLY WITH STATE OF WASHINGTON AND LOCAL JURISDICTIONS' ORDINANCE ATTACH MEMBER @ PERIMETER &   REQUIREMENTS AND POLICIES. TWO ADJACENT WALLS ONLY  ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE CODES.  CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO VISUAL ALARMS, TO MEET ALL A  APPLICABLE CODES, IF REQUIRED. A1.1 NTS       D  A2.0 NTS    ï‡ï’ï…ïï”ï…ï’ï€ ï“ï…ïï”ï”ïŒï…ï€ ïƒïïŽï“ï”ï’ï•ïƒï”ï‰ïïŽï€±ï€´ï€µï€²ï€²ï€ ïŽï…ï€ ïŽïï’ï”ïˆï€ ï—ïïï„ï‰ïŽï–ï‰ïŒïŒï…ï€ ï—ïï™ (E) BUILT-UP ROOFING OVER (E) BUILT-UP ROOFING OVER (E) 5/8" OSB ROOF SHTG OVER (E) 5/8" OSB ROOF SHTG OVER (E) 2x4 PURLINS @ 24" O.C. & (E) 2x4 PURLINS @ 24" O.C. & (E) BUILT-UP ROOFING OVER (E) 36" PE TRUSSES @ 96" O.C. (E) 36" PE TRUSSES @ 96" O.C. (E) 5/8" OSB ROOF SHTG OVER (E) 2x4 PURLINS @ 24" O.C. & (E) 36" PE TRUSSES @ 96" O.C.  (E) 5-1/2" TILT-UP PANEL (E) 5/8" GWB FOR DRAFTSTOP (E) INSULATION (N) R-49 BLOWN-IN INSULATION  ïŽïï’ï”ïˆï‡ïï”ï…ï€ ï“ï”ïï”ï‰ïïŽï€ ï”ï‰ï€³ï€·ï€°ï€´ï€ ï€±ï€·ï€²ïŽï„ï€ ï“ï”ï€ ïŽï…ï€¬ï€ ï“ï•ï‰ï”ï…ï€ ï‰ (N) 5/8" GWB FOR  (N) R-49 BLOWN-IN (N) DRAFTSTOP INSULATION +10'-0" CEILING +10'-0" CEILING  (N) SUSPENDED (E) SUSPENDED ACOUSTICAL (N) SUSPENDED ACOUSTICAL +10'-0" CEILING ACOUSTICAL CEILING CEILING PANELS CEILING PANELS PANELS VACANT (N) GLASS FIBER INSULATION SUITE G ï€²ï€µï€³ï€®ï€¸ï€³ï€³ï€®ï€µï€µï€µï€·ï€ ï€¨ïï€©ï€²ï€µï€³ï€®ï€¸ï€³ï€³ï€®ï€·ï€³ï€°ï€¹ï€ ï€¨ï†ï€©  (E) INSULATION (E) BATT INSULATION (E) 5/8" GWB (N) 5/8" GWB W/ SCREWS DTL D/A2.0 DEFENSIVE DRIVING DEFENSIVE DRIVING DIVA NAILS & SALON SUITE I DEFENSIVE DRIVING SUITE I SUITE J (E) PLUMBING CHASE (+42") (N) 5/8" GWB W/ SCREWS (E) 2x4 FURRING WALL DTL D/A2.0  (E) 2x6 SEPARATION WALL (E) 5/8" GWB (N) 3-5/8" SEPARATION WALL (E) 5/8" GWB INVESTIGATIVEENGINEERS, LLC (N) FLOOR COVERINGS (E) FLOOR COVERINGS (N) FLOOR COVERINGS PER (N) FLOOR COVERINGS PER PER OWNER/CONTR (E) FLOOR COVERINGS OWNER/CONTR OWNER/CONTR (E) 4" CONC SOG (E) 4" CONC SOG (E) 4" CONC SOG (E) 4" CONC SOG (E) 4" CONC SOG BCï€³ï€´ï€ ï€³ï€·ï”ïˆï€ ï“ï”ï€ ïŽï€®ï…ï€®ï€ ï“ï•ï‰ï”ï…ï€ ïï€¬ïï•ï‚ï•ï’ïŽï€¬ï€ ï—ïï€®ï€ ï€¹ï€¸ï€°ï€°ï€²ï„ï•ï…ï€ ï„ï‰ïŒï‰ï‡ï…ïŽïƒï…         C B A A2.0 NTS A2.0 NTS GA FILE NO WP 1072 FOR 1-HOUR FIRE RATED SEPARATION WALL A2.0 NTS      1.0 GENERAL  6.0 LIGHT GAUGE STEEL 6.3 FABRICATION THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS,    ANY DISCREPANCY FOUND AMONG THE DRAWINGS 6.1 QUALITY ASSURANCE A. PREFABRICATED MEMBERS SHALL BE AS SHOWN IN THE SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS DRAWINGS AND SHALL BE ASSEMBLED SQUARE WITH THE SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT THE CONTRACTOR IS RESPONSIBLE TO PROVIDE FULL TIME FASTENERS INDICATED IN THE DRAWINGS. ALL FRAMING SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE QUALITY CONTROL OVER ALL FABRICATION AND ERECTION MEMBERS SHALL BE CUT SQUARELY AND SHALL BE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY ACTIVITY THRU THE USE OF AN INDEPENDENT TESTING AGENCY POSITIVELY HELD IN PLACE UNTIL PROPERLYFASTENED. SHALL BE DONE AT THE CONTRACTOR'S RISK. THE AND/OR A QUALIFIED REPRESENTATIVE OF THE STEEL CONTRACTOR SHALL VERIFY AND COORDINATE THE MANUFACTURER. THE CONTRACTOR IS ULTIMATELY 6.4 ERECTION DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING RESPONSIBLE FOR QUALITY CONTROL. THE CONTRACTOR SHALL WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS BE RESPONSIBLE TO OBTAIN MILL CERTIFICATION FROM THE A. NON-LOAD BEARING STUDS RESPONSIBLE FOR ALL BRACING AND SHORING DURING LIGHT GAUGE STEEL MANUFACTURER OR SHALL BE RESPONSIBLE CONSTRUCTION. TO PROVIDE TENSILE TESTS AND GALVANIZATION TESTS TO THE 1. STUDS SHALL BE AS INDICATED IN THE DRAWINGS ENGINEER OF RECORD TO VERIFY THE ADEQUACY OF THE LIGHT WITH SHEATHING PLACED ON BOTH SIDES OF THE 1.1 CODES GAUGE MATERIALS. 6.2 MATERIALS STUDS. CRC OR OTHER BRIDGING / BRACING SHALL BE PROVIDED AT 48" O.C. PER THE DRAWINGS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL A. GAUGE MATERIAL SHALL BE FORMED FROM GALVANIZED WHERE BOTH STUD FLANGES ARE NOT SHEATHED. CONFORM TO THE REQUIREMENTS OF CITY OF ARLINGTON ASTM A653, GRADE D STEEL FOR 12, 14, AND 16 GAUGE REFER TO TYPICAL DETAILS. AND: THE 2021 INTERNATIONAL BUILDING CODE (IBC), AS MATERIALS WITH MINIMUM YIELD OF 50 KSI AND ASTM AMENDED AND ADOPTED BY CITY OF ARLINGTON AND THE A446, GRADE A FOR 18 GAUGE AND LIGHTER WITH A 2. POSITIVE CONNECTIONS SHALL BE PROVIDED AT STATE OF WASHINGTON: A.C.I. - LATEST EDITION, AISC - LATEST MINIMUM YIELD OF 33 KSI. ALL EXTERIOR MEMBERS SHALL SUPPORTING MEMBERS PER THE DRAWINGS. EDITION, AWS - LATEST ADDITION, A.I.T.C. - LATEST EDITION, BE GALVANIZED WITH A G60 (MINIMUM) COATING MEETING NDS - LATEST EDITION AND A.I.S.1 - LATEST EDITION THE REQUIREMENTS OF ASTM A653 UNLESS NOTED 3. ALL STUDS SHALL BE TIGHTLY SEATED WITHIN THE OTHERWISE. STUD TRACK.  1.2 DESIGN CRITERIA 7.0 CARPENTRY (NOT USED) B. ALL MEMBERS SHALL HAVE THE MINIMUM EFFECTIVE PHYSICAL AND STRUCTURAL PROPERTIES AS INDICATED 8.0 THROUGH 14.0 NOT USED A. VERTICAL LOADS   BELOW AS PER SSMA AND/OR MFR AND PER LATEST DATE: 15.0 MECHANICAL / POWDER DRIVEN FASTENERS (NOT REQUIRED)  1. LIVE LOADS MEMBER GA DEPTH FLANGE Fy Sx Ix USE (KSI) (IN^3) (IN^4) 16.0 SPECIAL INSPECTIONS (NOT REQUIRED) ROOF (SNOW) 25 PSF Pg = 30 PSF 362S125-33 20 3-5/8" 1-1/4" 33 0.232 0.421 STUDS (TYP) 17.0 MISCELLANEOUS ï‡ï’ï…ïï”ï…ï’ï€ ï“ï…ïï”ï”ïŒï…ï€ ïƒïïŽï“ï”ï’ï•ïƒï”ï‰ïïŽï€±ï€´ï€µï€²ï€²ï€ ïŽï…ï€ ïŽïï’ï”ïˆï€ ï—ïïï„ï‰ïŽï–ï‰ïŒïŒï…ï€ ï—ïï™ Pf = 20 PSF 362T125-33 20 3-5/8" 1-1/4" 33 0.126 0.237 TRACK (PART) Ce = 1.0 600S137-33 20 6" 1-3/8" 33 0.527 1.582 CLG JOISTS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO Ct = 1.0 600T125-33 20 6" 1-1/4" 33 0.465 1.428 RIM/TRACK PROCEEDING. PROVIDE ERECTION BRACING AS Is = 1.0 600S137-33 20 6" 1-3/8" 33 0.527 1.582 BRACE/MISC NECESSARY UNTIL PERMANENT SUPPORT AND 362S125-18 25 3-5/8" 1-1/4" 33 0.129 0.234 PART STUDS STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL FLOOR 40 PSF PLANS FOR WALL OPENING, ARCHITECTURAL DECKS 60 PSF ACCESSORIES SHALL BE OF THE TYPE, SIZE, AND SPACING TREATMENT AND DIMENSIONS NOT SHOWN. REFER SHOWN ON THE DRAWINGS OF A MINIMUM 16 GAUGE TO MECHANICAL AND ELECTRICAL PLANS FOR SIZE B. LATERAL LOADS: MATERIAL UNLESS OTHERWISE SPECIFIED. AND LOCATION OF ALL OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN. LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN OF THE ROOF AND FLOOR TO SHEAR WALLS. LOADS ARE ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE THEN TRANSFERRED TO THE FOOTINGS, WHERE ULTIMATE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION. PRIOR TO  DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH. OVERTURNING IS FABRICATION OF FRAMING SUBMIT FABRICATION AND ERECTION RESISTED BY THE DEAD LOAD OF THE STRUCTURE. DRAWINGS TO THE ENGINEER FOR APPROVAL. PREFABRICATED PANELS SHALL BE SQUARE, WITH COMPONENTS ATTACHED IN A 1. WIND: NOT APPLICABLE (INTERIOR WORK ONLY) MANNER AS TO PREVENT RACKING AND TO MINIMIZE DISTORTION WHILE LIFTING. FASTENING OF COMPONENTS 2. SEISMIC: SEISMIC DESIGN CATEGORY D PER IBC: SHALL BE BY WELDING OR SCREWING OR BY OTHER MEANS OF FASTING AS INDICATED ON THE DRAWINGS. WELDS SHALL BE  MIN. 5PSF FOR PARTITIONS GOVERNS OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE ïŽïï’ï”ïˆï‡ïï”ï…ï€ ï“ï”ïï”ï‰ïïŽï€ ï”ï‰ï€³ï€·ï€°ï€´ï€ ï€±ï€·ï€²ïŽï„ï€ ï“ï”ï€ ïŽï…ï€¬ï€ ï“ï•ï‰ï”ï…ï€ ï‰ CONNECTION (MIN. 1/8" WELD BY 1" LENGTH). WIRE TYING OF  COMPONENTS SHALL NOT BE PERMITTED. ALL WELDS SHALL BE 1.3 SHOP DRAWINGS (NONE) TOUCHED UP WITH A ZINC-RICH PAINT. STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO FLANGES OF 2.0 SITE WORK (EXISTING STRUCTURE NONE-REQUIRED) BOTH UPPER AND LOWER TRACK RUNNERS. FRAMING OF WALL  OPENINGS SHALL INCLUDE HEADERS AND SUPPORTING STUDS 3.0 CONCRETE (NOT USED) AS SHOWN ON THE DRAWINGS. 4.0 METALS (NOT USED) C. ALL SCREWS (REFERRED TO AS TEK) SHALL BE SELF TAPPING 5.0 STRUCTURAL STEEL (NOT USED) SELF DRILLING FASTENERS WHICH ARE ZINC COATED AS 6.0 LIGHT GAUGE STEEL - (NOT USED) MANUFACTURED BY ITW BUILDEX TEK / TRAXX, ELCO DRIL-FLEX, HILTI, OR APPROVED EQUAL. THE MINIMUM ï€²ï€µï€³ï€®ï€¸ï€³ï€³ï€®ï€µï€µï€µï€·ï€ ï€¨ïï€©ï€²ï€µï€³ï€®ï€¸ï€³ï€³ï€®ï€·ï€³ï€°ï€¹ï€ ï€¨ï†ï€©  SCREW SIZE /TYPE / POINT SHALL BE #8-18 (#2 POINT) TEK OR #10-16 (#2 POINT) TEK FOR USE IN 20 GA THRU 16 GA, AND #10-16 (#3 POINT) OR #12-14 (#2 OR #3 POINT) TEK FOR HEAVIER THAN 16 GA UNLESS NOTED OTHERWISE. SCREWS FOR SHEATHING CONNECTIONS SHALL BE OF THE PROPER SIZE AND TYPE FOR A POSITVE SHEATHING TO METAL CONNECTION. ALL SCREW CONNECTIONS SHALL BE MADE FROM THE LIGHTER MATERIAL INTO THE HEAVIER MATERIAL  UNLESS NOTED OTHERWISE. ALL SCREW CAPACITIES SHALL INVESTIGATIVEENGINEERS, LLC BE AS INDICATED BELOW AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE SCREW MANUFACTURER SHALL SUBMIT DATA TO VERIFY THE FASTENERS RESISTANCE TO HYDROGEN EMBRITTELMENT. SCREW LOADS TO BE VERIFIED (POUNDS) 20 GAUGE MTL 18 GAUGE MTL 16 GAUGE MTL 14 GAUGE MTL SHEAR PULLOUTSHEAR PULLOUTSHEAR PULLOUTSHEAR PULLOUT #8 240 100 330 150 350 180 - 320 #10 240 100 380 165 515 235 515 320 BCï€³ï€´ï€ ï€³ï€·ï”ïˆï€ ï“ï”ï€ ïŽï€®ï…ï€®ï€ ï“ï•ï‰ï”ï…ï€ ïï€¬ïï•ï‚ï•ï’ïŽï€¬ï€ ï—ïï€®ï€ ï€¹ï€¸ï€°ï€°ï€²   #12 255 120 435 190 540 265 655 370   D. FOR FASTENING LIGHT GAUGE MEMBERS TO STRUCTURAL   STEEL OR TO CONCRETE, POWDER DRIVEN OR PNEUMATIC FASTENERS SHALL BE ZINC PLATED AND SHALL BE   MANUFACTURED BY HILTI OR EQUAL AS INDICATED IN THE  DRAWINGS WITH THE CAPACITIES SHOWN TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.  E. ALL MATERIALS SHALL BE STORED DRY AND SHALL BE KEPT FREE OF CORROSION. DAMAGED MATERIALS WILL NOT BE  ACCEPTABLE   1'-0"     [LSPW] [PRT1] UNO [PL1] UNO 1 S3.0  [LSB] @ 8' OC MAX    [C1] UNO  [B1] UNO   [PRT1] PER PLAN ïŽïï’ï”ïˆï‡ïï”ï…ï€ ï“ï”ïï”ï‰ïïŽï€ ï”ï‰ï€³ï€·ï€°ï€´ï€ ï€±ï€·ï€²ïŽï„ï€ ï“ï”ï€ ïŽï…ï€¬ï€ ï“ï•ï‰ï”ï…ï€ ï‰ 3" MAX   2-(N) #8 TEKS [PWB] PER PLAN W/ COPED FLGs WEB TO BOT CHORD FOR WEBS TO [PRT1] BOT CHORD FOR WEBS TO [PRT1] BOT CHORD 1'-0" ï€²ï€µï€³ï€®ï€¸ï€³ï€³ï€®ï€µï€µï€µï€·ï€ ï€¨ïï€©ï€²ï€µï€³ï€®ï€¸ï€³ï€³ï€®ï€·ï€³ï€°ï€¹ï€ ï€¨ï†ï€©  3" MAX (N) 362T125-18 TOP TRACK W/ W/ #8 TEKS FOR STUD-TRACK FLGs  INVESTIGATIVEENGINEERS, LLC (N) 362S125-18 STUDS @ 16" OC TIGHT-FIT TO T&B TRACK FLGs VACANT - PREVIOUSLY BUDDY'S FURNISHING NEW TENANT ? DIVA NAILS & SALON 01 S3.0.DWG Plotted: 4/1/2025 8:00 AM SUITE G SUITE H SUITE J - NO WORK (N) 362T125-18 BOT TRACK W/ (2) #8 TEKS STUD-TRACK FLGs & 3/16"x1" EMBED TITEN2 SCREWS (E) 4" CONC SOG @ 16" OC STAGGERED NEAR STUD WEBS SCALE: 1/4" = 1'-0" BC ï€³ï€´ï€ ï€³ï€·ï”ïˆï€ ï“ï”ï€ ïŽï€®ï…ï€®ï€ ï“ï•ï‰ï”ï…ï€ ïï€¬ïï•ï‚ï•ï’ïŽï€¬ï€ ï—ïï€®ï€ ï€¹ï€¸ï€°ï€°ï€²ï„ï•ï…ï€ ï„ï‰ïŒï‰ï‡ï…ïŽïƒï…  [B1] (E) 6 3/4"x37 1/2" GLB   [C1] (E) HSS6x6 COLUMNS     [PR1] (E) 2x4 PURLINS @ 24" O.C.  [PRT1] (E) 36" PE TRUSSES @ 8'-0" O.C.  1 [LSPW] (N) LIGHT STEEL PARTITION WALL W/ (N) 362S125-18 STUDS @ 16" OC W/ (N) 362T125-18 T&B TRACKS - S3.0 NTS SEE SHEET S4.0 FOR TYP LIGHT STEEL DETAILS   [LSB] (N) LIGHT STEEL BRACES @ 8' OC MAX W/ (N) 362S125-18s & COPED FLGs FOR ATTACHMENT OF WEBS TO  [LSPW] TOP TRACK & [PRT1] BOT CHORDS - SEE SHEET S4.0 FOR TYP LIGHT STEEL DETAILS File Name: X:\JOBS\2024\24107-01\PLANS OR DRAWINGS IN IE\24107- MATCHING TRACKx8" W/ FLGs COPED NOTE: TO COVER TRACK SPLICE W/ STUD TABLES ASSUME THAT RIGID WALL COVERINGS ARE ATTACHED TO BOTH FACES OF (4) #8 TEKS EA END EACH STUD FOR LATERAL SUPPORT OF STUD FLANGES. DURING CONSTRUCTION, AND FOR SPECIFIC APPLICATIONS (FURRED WALLS, UNSHEATHED WALLS, ETC..), LOADS MAY NOT BE TOP TRACK SPLICE APPLIED WITHOUT PROPER FLANGE BRACING. STUD BRIDGING PROVIDES FLANGE SUPPORT TO THE STUD SO LOADS CAN BE APPLIED. TYPICALLY AT LEAST 50% OF THE AXIAL LOAD CAPACITY OF THE STUD CAN BE ACHIEVED THROUGH THE USE OF HORIZONTAL BRIDGING AT A MAXIMUM VERTICAL SPACING OF 4'-0" O.C. IN A STUD WALL. ADDITIONAL ROWS OF BRIDGING ARE REQUIRED FOR OTHER CASES. STUD BRIDGING MAY BE PROVIDED THROUGH  ANY OF THE THREE METHODS SHOWN BELOW. USE 1-1/2" x 16 GAUGE CRC TYPICAL.    STANDARD PUNCHOUT AT 2'-0" O.C. #8 SCREWS -1/2" PAN HEAD PARTIAL PLAN @ TOP OF TRACK (4) TOTAL (SEE OPT BELOW) TYPICAL WALL SHEATHING INTERIOR & 2"x2"xSTUD WEB LESS 1/2" SAME GAUGE EXTERIOR AS STUD (SEE OPT BELOW) SINGLE STUDS @ END OF 1 1/2" CRC - COLD ROLLED WALL W/ #8 SCREW @ 12" O.C. CHANNEL AT 4'-0" O.C. VERTICALLY STUD TO STUD TYP SCREW ATTACHED BRIDGING CHANNEL NOT USED NOT USED A W/ ANGLE 6 5 NOTE THAT CRC MAY BE PLACED EITHER FLANGE UP OR FLANGE DOWN CORNER STUDS SHALL WALL STUDS BE ATTACHED TYP STUD SPACING TO CONTINUOUSLY FINISHED 48" O.C. MATCH FLANGE SURFACE WIDTH 6" MAX 48" O.C.  PARTIAL PLAN C-STUD 48" O.C. THICKNESS (MILS)   48" O.C. FLANGE WIDTH  TYPICAL WALL STUD CORNER DETAIL 9 SECTION STYLE STIFFENER LIP LENGTH 1-1/2" x 20 GA CONT WHERE HORIZ STRAP ï‡ï’ï…ïï”ï…ï’ï€ ï“ï…ïï”ï”ïŒï…ï€ ïƒïïŽï“ï”ï’ï•ïƒï”ï‰ïïŽï€±ï€´ï€µï€²ï€²ï€ ïŽï…ï€ ïŽïï’ï”ïˆï€ ï—ïïï„ï‰ïŽï–ï‰ïŒïŒï…ï€ ï—ïï™ WEB DEPTH W/ #10 SCREW TO EA STUD IS USED IN LIEU OF & #10 @ 3" O.C. SHEATHING, HORIZ TO BLKG & (1)-SCREW TO BRACING IS PLACED ON EACH STUD. SIDE W/O SHEATHING OPTION 1 CRC OPTION 3 COMBINATION (SHEATHING (1) SIDE & FLAT STRAP (1) SIDE) EXAMPLE SECTION MEMBER FLANGE MATERIAL DESIGNATOR DEPTH STYLE WIDTH THICKNESS TYP L/S WALL BRIDGING / BRACING 600S162-43 600 = 6" S = STUD 162 = 1-5/8" -43 = 18 GA 3 600T125-33 600 = 6" T = TRACK 125 = 1-1/4" -33 = 20 GA 400S162-54 400 = 4" S = STUD 162 = 1-5/8" -54 = 16 GA SPLICE  1-1/2" TYP 400T125-43 400 = 4" T = TRACK 125 = 1-1/4" -43 = 18 GA STUD x 12" SPLICE STUD W/ (2) ROWS (4)-#8 SCREWS * four part identification code per SSMA TO EACH MEMBER (5) EQ SPACES STUD DEPTH STYLE FLANGE WIDTH MATERIAL THICKNESS (1 mil = 1/1000 in.) STUD LIP LENGTHS TYPICAL TOP TRACK SECTION A-A 250 = 2.500" = 2-1/2" S = STUD 125 = 1.250" = 1-1/4" 33 = 33 mils ~ 0.033" = 20 GA S125 = 0.188"  350 = 3.500" = 3-1/2" T = TRACK 137 = 1.375" = 1-3/8" 43 = 43 mils ~ 0.043" = 18 GA S137 = 0.375" ïŽïï’ï”ïˆï‡ïï”ï…ï€ ï“ï”ïï”ï‰ïïŽï€ ï”ï‰ï€³ï€·ï€°ï€´ï€ ï€±ï€·ï€²ïŽï„ï€ ï“ï”ï€ ïŽï…ï€¬ï€ ï“ï•ï‰ï”ï…ï€ ï‰ 362 = 3.625" = 3-5/8" U = CHANNEL 150 = 1.500" = 1-1/2" 54 = 54 mils ~ 0.054" = 16 GA S162 = 0.500"  400 = 4.000" = 4" F = FURRING 162 = 1.625" = 1-5/8" 68 = 68 mils ~ 0.068" = 14 GA S200 = 0.625" 550 = 5.500" = 5-1/2" 200 = 2.000" = 2" 97 = 97 mils ~ 0.097" = 12 GA S250 = 0.625" TYPICAL 600 = 6.000" = 6" 250 = 2.500" = 2-1/2" WALL STUDS  800 = 8.000" = 8" 1000 = 10.00" = 10" SLIDE STUD SPLICE NOT USED 1200 = 12.00" = 12" UP INTO TRACK 8 WALL TRACK BUTT ï€²ï€µï€³ï€®ï€¸ï€³ï€³ï€®ï€µï€µï€µï€·ï€ ï€¨ïï€©ï€²ï€µï€³ï€®ï€¸ï€³ï€³ï€®ï€·ï€³ï€°ï€¹ï€ ï€¨ï†ï€© SPLICE  TYPICALLY ALL SCREWS SHALL BE PER THE GENERAL STRUCTURAL NOTES AND TYPICAL L/S WALL TOP TRACK SPLICE SHALL BE #10 AS A MIN UNLESS NOTED OTHERWISE ON THE PLANS 2 DECKING OR WALL SHEATHING NOTE:NO TORCH CUT HOLES  SHALL BE ALLOWED WHERE SCREWS ARE ATTACHING TO 12 d=STUD WEB INVESTIGATIVEENGINEERS, LLC GAUGE MATERIAL USE #12 SCREW DEPTH AS A MINIMUM (3) THREADS SHALL L=PENETRATION LENGTH PENETRATE THRU LAST GAUGE MATERIAL SHALL NOT BE LONGER JOINED STUD PER PLAN THAN 4-1/2" SHEATHING PENETRATIONS 10" MIN END @ EACH FACE DISTANCE NOT SHOWN 1) UNCOATED STEEL THICKNESS. W=PENETRATION WIDTH SHALL BE (TOP & 2) MINIMUM THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS AND IS THE MINIMUM ACCEPTABLE UNCOATED THICKNESS THE MINIMUM OF 1) d/2 #10 SCREW EA DELIVERED TO THE JOB SITE BASED ON SECTION A3.4 OF THE 1996 AISI CODE. BOTTOM) 2) 1-1/2" TRACK FLANGE PENETRATIONS BCï€³ï€´ï€ ï€³ï€·ï”ïˆï€ ï“ï”ï€ ïŽï€®ï…ï€®ï€ ï“ï•ï‰ï”ï…ï€ ïï€¬ïï•ï‚ï•ï’ïŽï€¬ï€ ï—ïï€®ï€ ï€¹ï€¸ï€°ï€°ï€²ï„ï•ï…ï€ ï„ï‰ïŒï‰ï‡ï…ïŽïƒï…  HEX HEAD PANCAKE HEAD TO STUD 3) GAUGE MATERIAL SHALL BE FORMED FROM GALVANIZED ASTM A653/A653M (SQ QUALITY), GRADE 33 STEEL FOR 18, 27, 33, AND CENTER-CENTER 43 MIL (25, 22, 20, AND 18 GA) THICKNESSES; AND GRADE 50 CLASS I STEEL FOR 54, 68, AND 97 MIL (16, 14, AND 12 GA) SPACING @   THICKNESSES; AND CONFORM TO THE LATEST REVISION OF ASTM A924/A924M. STUD TYPICALLY SCREW FASTENERS THRU 24" O.C. EQ. WEB W   TRACK 4) ALL DESIGNATIONS ARE PER SSMA ICBO #4943 WITH THE EXCEPTION THAT THE 162S162-43 IS A SECTION OUT OF MSMA ICBO THINNER GAUGE TO THICKER AS (MIN) d/2 #4943 WHICH IS DESIGNATED AS 158XC18 PER MSMA. SIZE   SHOWN EQ. 4" 1-1/2"  6" 1-1/2" AXIAL STUDS AS A MINIMUM (3) THREADS SHALL  PENETRATE THRU LAST GAUGE MATERIAL JOINED  TYPICAL SCREW ATTACHMENT UNIVERSAL STUD DESIGNATOR SYSTEMALL PER SSMA ICBO 4943 TYPICAL STUD PENETRATIONS 7 4 1   CONDITIONS Adhere to the approved plans. Approved plans and signed permit shall be onsite for inspections. Call for inspections. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations. The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community. The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction. The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 05/05/2025 Building Plan Review $579.18 05/05/2025 Credit Card Service $17.38 05/05/2025 Processing/Technology $25.00 05/05/2025 Building Permit $891.04 05/05/2025 State Surcharge - Commercial $25.00 Total Due: $1,537.60 Total Payment: $1,537.60 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection, allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number, Type of Inspection being requested, and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail Permit #: 6439 Permit Date: 04/01/25 Permit Type: COMMERCIAL ALTERATION Project Name: Northgate Station TI - Defensive Schooling Applicant Name: BC Investigative Engineers / Jesse Binford Applicant Address: 34 37th St NE, Suite A Applicant, City, Auburn, WA 98002 State, Zip: Contact: Jesse Binford Phone: 253-833-5557 Email: jbinford@bcie.net Scope of Work: Create new tenant space at east end of Vacant Unit G for Defensive Driving School Tenant. Construction 1-hour separation wall to create the space. Valuation: 45000.00 Square Feet: 1260 Number of Stories: 1 Construction Type: lllA Occupancy Group: E; Education ID Code: Permit Issued: 05/05/2025 Permit Expires: 10/31/2025 Form Permit Type: COMMERCIAL ALTERATION Status: COMPLETE Assigned To: Kristin Foster Property Parcel # Address Legal Description Owner Name Owner Phone Zoning NORTHGATE 31052800206000 3704 172ND ST NE STE G 630 RETAIL STATION Contractors Contractor Primary Contact Phone Address Contractor Type License License # Greater Seattle 10420 E Riverside CONSTRUCTION 425-949-5601 UBI 602 656 727 Construction Dr. Ste 103 CONTRACTOR Greater Seattle 10420 E Riverside CONSTRUCTION 425-949-5601 L&I GREATSC881MR Construction Dr. Ste 103 CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status There is a lock box on the C20. BUILDING 06/27/2025 front door for access. The 06/30/2025 07/01/2025 BUILDING Approved FINAL code is 5809. C13. CEILING 06/24/2025 lock box code is 5809 06/25/2025 06/25/2025 BUILDING Approved GRID Drywall nailing. Lock box 05/27/2025 C05. SHEARWALL 05/28/2025 05/28/2025 BUILDING Approved code: #5809 05/20/2025 C11. INSULATION 05/21/2025 05/21/2025 BUILDING Approved 05/07/2025 C09. FRAMING 05/08/2025 05/08/2025 BUILDING Approved Plan Reviews Date Review Type Description Assigned To Review Status COMMERCIAL 04/03/2025 AIRPORT In Review ALTERATION COMMERCIAL 04/03/2025 BUILDING Approved ALTERATION COMMERCIAL Development 04/03/2025 No civil comments Approved ALTERATION Services Manager COMMERCIAL 04/03/2025 No land use concerns. PLANNING Approved ALTERATION Fees Fee Description Notes Amount Building Plan Review Table 4-2 $579.18 Credit Card Service $17.38 Processing/Technology $25.00 Building Permit Table 4-1 $891.04 State Surcharge - Commercial Commercial Only $25.00 Credit Card Service $28.23 Total $1,565.83 Attached Letters Date Letter Description 05/05/2025 Building Permit 04/01/2025 Web Form - Building Application Payments Date Paid By Description Payment Type Accepted By Amount XBP Conf: 04/04/2025 $579.18 227695423 04/04/2025 Jesse Binford 227695423 Hannah Hardwick $17.38 XBP Conf: 05/05/2025 $941.04 230508075 05/05/2025 Jesse Binford 230508075 $28.23 Outstanding Balance $0.00 Notes Date Note Created By: Create new tenant space at east end of Vacant Unit G for Defensive Driving School Tenant. 04/03/2025 Kristin Foster Construction 1-hour separation wall to create the space. 04/03/2025 Marysville utilities Kristin Foster Uploaded Files Date File Name 05/05/2025 25762221-20250505_BLD6439_IssuedPermit.pdf 05/05/2025 25762217-20250416_BLD6439_ApprovedPlans.pdf 04/03/2025 25197754-20250401_BLD6439_Energy Compliance Forms.pdf.crdownload 04/03/2025 25197621-20250401_BLD6439_Plans.pdf 04/03/2025 25197617-20250401_BLD6439_Application.pdf