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HomeMy WebLinkAbout3704 172nd St Ne Ste G_BLD6706_2026 Jesse L Binford 10-14-25 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/ n/a - no changes 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 Suite G Project Valuation: 17,000 Lot #: Parcel ID No.: 31052800206000 Subdivision: Project Scope of Work: TI work in vacant Suite G Unit. Reduced in size per separate permit. New ADA restroom at SW corner of unit. Description of New Tenant Business Operations: Vacant - Project is for shell only. Future tenant to submit TI to occupy space. IBC Construction Type: III-A IBC Occupancy Type: B Building/Space Square Footage: 1624 Number of Stories: 1 Square Footage Per Floor: 1st 1624 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 Office No.: 253-833-5557 Email Address: jbinford@bcie.net Cell No.: 253-670-9513 Mailing Address: 34 37th St NE, Suite A City: Auburn State: WA Zip: 98002 Professional License Number: 37346 Expiration Date: 10-25-26 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 1 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: 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 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.) 11x $ 15.00 = 5 Toilets 11x $ 15.00 = 5 Urinal x $ 15.00 = Vacuum Breakers x $ 25.00 = Water Heater 12x $ 25.00 = 5 Water Heater - Tankless x $ 25.00 = Permit Fee Table 4-6; Plan Review Fee Processing/Technology Fee $25.00 Total PROPOSED BUILDING USE New â–  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. EXISTING UNIT G TO BE DIVIDED INTO (2) UNITS FOR ADJACENT UNIT H (SEPERATE PERMIT). NEW UNIT G IS SHELL ONLY W/ (N) ADA RESTROOM. PROPERTY LINE 270' +/- 2. ADJACENT TO SUITE H & JOAN FABRICS.  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 G, 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   (N) TENANT SHELL PROPERTY LINE 203' +/- ONLY SUITE G 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 JOANN FABRICS & CRAFTS 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. SHALL BE PER THE 2021 IBC AS SUITE F - NO WORK S88* 38 22E 50FT TH N01* 21 38E 61.21FT TH N88* 36 32W 10.17FT TH N01* 21 38E 203.92FT TH AMMENDED & ADOPTED BY CITY OF ARLINGTON AND THE STATE OF 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™ WASHINGTON. N88* 41 43W 39.83FT TO SD E LN LOT 2 THS01* 21 38W 265.10FT ALG SD E LN TO TPB AKA LOT B OF CITY OF ARL #MN-01-046-BLA REC AFN 200201315006 & CORR AFN 200206100817 REFER P.L. 10' +/- (N) TENANT SHELL ONLY ELECTRICAL, MECHANICAL, & PLUMBING: SUITE H SEPARATE PERMIT TO 283105-2-013-0007 FOR REMAINDER DEPT OF LICENSING SUITE K1 - WORK UDNER SEPARATE PERMIT THE CONTRACTOR AND SUBCONTRACTORS PERFORMING THE ELECTRICAL, DEFENSIVE DRIVING MECHANICAL, & PLUMBING WORK SHALL INSTALL NEW ITEMS TO MATCH THE SUITE I - NO WORK DOLLAR TREE SUITE K2 - NO WORK BUILDING: TYPE III-A (SPRINKLERED) P.L. 61' +/- ORIGINAL ITEMS. SEPARATE PERMITS FOR ELECTRICAL AND MECHANICAL SHALL BE P.L. 50'+/- OCCUPANCY B SUBMITTED TO CITY OF ARLINGTON BY THE ELECTRICAL AND MECHANICAL ZONING: HC (HIGHWAY COMMERCIAL) CONTRACTORS. THE ELECTRICAL & MECHANICAL CONTRACTORS ARE RESPONSIBLE DEPT OF SOCIAL & HEALTH SERVICES SUITE P - NO WORK FOR SPECIFICATIONS OF ELECTRICAL SERVICES (AS REQ'D), MECHANICAL P.L. 43' +/- 40'-5" VACANT (SUITE G) 1,624 SQFT EQUIPMENT (AS REQ'D), & PLUMBING FIXTURES (AS REQ'D). ALL WORK SHALL COMPLY WITH CURRENT ELECTRICAL, MECHANICAL, AND PLUMBING CODES AS AMMENDED & ADOPTED BY CITY OF ARLINGTON AND THE STATE OF  PROPERTY LINE 735' +/- 35'-3" WASHINGTON. LOT: 6.98 ACRES YEAR BUILT: 1991 SEE THIS SHEET & PLANS FOR ADDITIONAL CODE ANALYSIS PROJECT TEAM SHEET INDEX SCALE: 1"=50'-0"  GENERAL  STATEMENT OF USE & LIABILITY CONTRACTOR: INVESTIGATIVE/RESTORATION ENGINEER 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‡ 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 ADA RESTROOM & DETAILS ABBREVIATIONS LEGEND A1.2 PLUMBING PLAN & SPEC SHEETS A2.0 WALL SECTIONS AB(s) ANCHOR BOLT(s) FT FOOT, FEET P-NAILS PNEUMATIC NAILS W1 = SW DESIGNATION PER STRUCTURAL ADEQ ADEQUATE FTG FOOTING PNL PANEL W1 SW TABLE ON S1.0 S1.0 TYPICAL STRUCTURAL NOTES 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  S3.0 ROOF FRAMING PLAN 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: ï“ï•ï‰ï”ï…ï€ ï‡ï€ ï€¨ï“ïˆï…ïŒïŒï€ ïïŽïŒï™ï€©ïï’ïŒï‰ïŽï‡ï”ïïŽï€¬ï€ ï—ïï€ ï€¹ï€¸ï€²ï€²ï€³ 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 FUTURE TENANT FUTURE TENANT DEFENSIVE DRIVING A2.0 SUITE F UNIT G (SHELL ONLY) UNIT H (SHELL ONLY) SUITE I NO WORK SEPERATE PERMIT NO WORK G F     D D B C A2.0 A2.0  DD    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™ (N) UNISEX ADA H/W 50 50 RESTROOM F G E E SEE A1.1 & A1.2 (E) UNISEX ADA (N) 5/8" GCB A RESTROOM A2.0  SCALE: 1/8"=1'-0" SCOPE OF WORK: ï“ï•ï‰ï”ï…ï€ ï‡ï€ ï€¨ï“ïˆï…ïŒïŒï€ ïïŽïŒï™ï€©ïï’ïŒï‰ïŽï‡ï”ïïŽï€¬ï€ ï—ïï€ ï€¹ï€¸ï€²ï€²ï€³ NUM. MANUFACTURER FIXTURE TYPE LAMP REMARKS ALL (N) 5/8" GCB/GWB TO BE TYPE 'X' 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‡ A NOT USED -- - SUITE G B NOT USED -- - C NOT USED -- - SHELL ONLY FOR FUTURE TENTANT  NEW UNIT SEPARATION WALL @ UNIT H (SEPARATE PERMIT) D EXISTING LIGHT EXISTING LED LED, PER MFR EXISTING PENDANT 20W @ 1.5K MIN EXISTING LIGHTING FIXTURES PER THIS SHEET W/ NEW WIRING/SWITCHES AS RQD (CTV) NEW EXIT LIGHTING AS SHOWN E NOT USED -- - NEW ADA RESTROOM F EXISTING EXIT SIGN EXISTING LED LED, PER MFR EXISTING EXIT LIGHTING EXISTING MECHANICAL/UNIT VENTING G BY CONTRACTOR (1) LED BULB LED, PER MFR EXIT LIGHTING 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€©  LIGHTING FIXTURE LEGEND ELECTRICAL LEGEND 2x4 LED/FLUOURESCENT FIXTURE LIGHT SWITCH, SINGLE POLE, WALL MOUNTED 1x4 LED/FLUOURESCENT FIXTURE LIGHT SWITCH, THREE WAY 1x4 LED/FLUOURESCENT FIXTURE WALL MOUNTED  VANITY LIGHTING OCCUPANCY SENSOR LIGHT SWITCH, INVESTIGATIVEENGINEERS, LLC SINGLE POLE, WALL MOUNTED EXIT LIGHT W/ BATTERY BACK-UP TIME SWITCH CONTROL LIGHT SWITCH, SINGLE POLE, WALL MOUNTED NOTES: LIGHTING CONTROLS PER C405.2 (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 MANUAL C405.2.3 & C405.2.5   AUTOMATIC (OCC) C405.2.1 (E) INTERIOR WALLS TO BE DEMOLISHED   AUTOMATIC TIMER (T) C405.2.2.1   (E) 5-1/2" TILT-UP PANELS AREA CONTROLS/MASTER PER C405.2.7   LIGHTING IS BIDDER DESIGN TO MEET C405 REQUIREMENTS, INCL COMMISSIONING AS RQD BY CITY OF ARLINGTON (N) WOOD PARTITION WALL  SUITE H (SHELL ONLY)  90W @ 9.75K LUMENS 50  EXHAUST FAN, 50 CFM UNOCCUPIED - NO CALCS PROVIDED N - NEW, E - EXISTING  NEW LIGHTING TO BE REPLACED UNDER FUTURE TENANT IMPROVEMENT      54" MIN 12" 42" MIN MAX 39"-41" ITEM DESCRIPTION MFR STYLE QTY  1'-6" MIN 1 (N) HANDICAP MOUNTED FLUSH VALVE TOILET (BOWL & TANK) - SEE B/A1.2 PER OWNER 1   2 3/4" 2 (N) WALL MOUNTED LAV - SEE A/A1.2 PER OWNER 1  7"-9" 1-1/2" MIN 3 (N) GRAB BAR (HORIZONTAL & VERTICAL PER ICC/ASNSI REQUIREMENTS) PER OWNER 1 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™ 4 (N) TOILET SEAT DISPENSER PER OWNER 1 3'-2" 39"-41" 40" MAX40" MAX 40" MAX 40" MAX 33"-36" 34" MAX 5 (N) WALL MOUNTED SOAP DISPENSER PER OWNER 1 48" MAX OPERABLE PART 27" MIN 6 (N) TOWEL DISPENSER/WASTE RECEPTACLE PER OWNER 1 TOILET SEAT COVER DISPENSER LAVATORY DISPENSER/WASTE DOOR SPECIFIED RECEPTACLE PER PLANS 7 (N) 18"x24" MIRROR PER OWNER 1 17"-19" 18" MIN 8 (N) TOILET PAPER DISPENSER PER OWNER 1 C 9 (N) RESTROOM FAUCET SET (LEVER STYLE) PER OWNER 1 A1.1 NTS  10 NOT USED PER OWNER 1 11 (N) OPEN FRONT SEAT FOR WATER CLOSET PER OWNER 1 (N) 18" GRAB BAR PER ICC/ASNSI 6 REQUIREMENTS 12 (N)/(E) FLOOR DRAIN PER OWNER 1 ï“ï•ï‰ï”ï…ï€ ï‡ï€ ï€¨ï“ïˆï…ïŒïŒï€ ïïŽïŒï™ï€©ïï’ïŒï‰ïŽï‡ï”ïïŽï€¬ï€ ï—ïï€ ï€¹ï€¸ï€²ï€²ï€³ (N) 18" GRAB BAR PER  5 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‡ ICC/ASNSI REQUIREMENTS 4 (N) 42" GRAB BAR PER 3 ICC/ASNSI REQUIREMENTS 8'-1 3/4" ICC/ANSI SECTION 604.3 60" MIN WIDE CLEARANCE 8'-0" 3 PERP FROM SIDE WALL AND 56" MIN DEEP CLEARANCE  PERP FROM REAR WALL. NO OBSTRUCTIONS WITHIN THIS 5'-0" 7 8 6" CLEARANCE 1 11 SHEET VINYL FLOOR TO RUN CONT UP & ONTO FRP WAINSCOT, TYP WALLS MIN 6" FOR COVE BASE 1 11 VINYL COVE BASE, TYP 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 2 8 H/W B 7 A1.1 60"DIA CLR TURNAROUND 9 5'-9 1/4"  7 3 INVESTIGATIVEENGINEERS, LLC 15" MIN CLEAR 5 30" CLEAR 1 11 2 9 6 5 2 6 3 4 16"-18" MAX (N) DOOR PER PLAN INSULATE UNDERSINK PIPES 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…  1 4        B A  A1.1 NTS A1.1 SCALE: 1/2" = 1'-0"        JOANN'S FABRIC SUITE F FUTURE TENANT FUTURE TENANT NO WORK UNIT G (SHELL ONLY) UNIT H (SHELL ONLY) SEPERATE PERMIT (N) HOT WATER TANK ABOVE (C/A1.2) - WATER MAIN COMES  UP THROUGH WALL TO FEED (N) UNISEX ADA TO WATER TANK RESTROOM SEE A1.3   (N) HOT WATER LINE  (AS NOTED ) H/W 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™ (N) OVERFLOW-VALVE (AS NOTED ) (N) COLD WATER LINE (N) DRAIN LINE CUT INTO CONCRETE (AS NOTED ) FOR (N) WATER CLOSET (B/A1.2) C B A1.2 NTS A1.2 NTS  SCALE: 3/8"=1'-0" SEE SPEC SHEETS ON THIS SHEET FOR FIXTURES - SEE A1.1 FOR BAL OF INFO ï“ï•ï‰ï”ï…ï€ ï‡ï€ ï€¨ï“ïˆï…ïŒïŒï€ ïïŽïŒï™ï€©ïï’ïŒï‰ïŽï‡ï”ïïŽï€¬ï€ ï—ïï€ ï€¹ï€¸ï€²ï€²ï€³ VENTS ARE STRAIGHT UP THROUGH THE ROOF BEHIND THE BATHROOM SINK. 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‡  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 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 A1.2 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) 5/8" OSB ROOF SHTG OVER (E) 2x4 PURLINS @ 24" O.C. & (E) BUILT-UP ROOFING OVER (E) 36" PE TRUSSES @ 96" O.C. (E) 5/8" OSB ROOF SHTG OVER (E) BUILT-UP ROOFING OVER (E) 2x4 PURLINS @ 24" O.C. & (E) 5/8" OSB ROOF SHTG OVER (E) 36" PE TRUSSES @ 96" O.C. (E) 2x4 PURLINS @ 24" O.C. & (E) 36" PE TRUSSES @ 96" O.C.  (E) 5-1/2" TILT-UP PANEL (E) 5-1/2" TILT-UP PANEL ï“ï•ï‰ï”ï…ï€ ï‡ï€ ï€¨ï“ïˆï…ïŒïŒï€ ïïŽïŒï™ï€©ïï’ïŒï‰ïŽï‡ï”ïïŽï€¬ï€ ï—ïï€ ï€¹ï€¸ï€²ï€²ï€³ 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‡ (E) INSULATION (N) 5/8" GWB FOR (N) DRAFTSTOP +10'-0" CEILING  (FUTURE CLG) +10'-0" CEILING +10'-0" CEILING (FUTURE CLG) VACANT - SUITE G (N) GLASS FIBER INSULATION (E) SUSPENDED ACOUSTICAL SHELL ONLY CEILING 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€©  (E) 5/8" GWB (E) INSULATION (E) BATT INSULATION (N) 5/8" GWB W/ SCREWS DTL D/A2.0 VACANT - SUITE H VACANT - SUITE G SHELL ONLY (E) 2x4 FURRING WALL (E) 2x4 FURRING WALL SHELL ONLY (SEPARATE PERMIT) VACANT - SUITE G (N) 5/8" GWB W/ SCREWS JOANN'S FABRIC SHELL ONLY (E) 2x4 FURRING WALL (N) 3-5/8" SEPARATION WALL DTL D/A2.0 SUITE F - NO WORK  (SEPARATE PERMIT) (E) 5/8" GWB INVESTIGATIVEENGINEERS, LLC (E) 5/8" GWB - NO DAMAGE (N) FLOOR COVERINGS PER (N) FLOOR COVERINGS PER (N) FLOOR COVERINGS (N) FLOOR COVERINGS PER OWNER/CONTR OWNER/CONTR PER OWNER/CONTR OWNER/CONTR (E) 4" CONC SOG (E) 4" CONC SOG (E) 4" CONC SOG (E) FLOOR COVERINGS (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 (N) PARTY WALL PER SUITE H SUBMITTAL A2.0 NTS A2.0 NTS      1.0 GENERAL 7.0 CARPENTRY ROOF DIAPHRAGM: 15/32" PWD (PANEL INDEX = 24/16), WITH  8d NAILS OR .131" DIA P-NAILS AT 6" O.C. AT SUPPORTED THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, 7.1 ROUGH CARPENTRY PANEL EDGES AND AT 12" O.C. AT FIELD TYPICAL UNLESS    ANY DISCREPANCY FOUND AMONG THE DRAWINGS NOTED OTHERWISE ON PLAN. WHERE REQUIRED, USE SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS ALL 2x FRAMING LUMBER SHALL BE DOUGLAS FIR #2 FOR PLY-CLIPS INSTALLED PER MANUFACTURER'S GUIDELINES AND SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT STUDS AND HEM-FIR #2 FOR PLATES OR AS SHOWN ON THE APA GUIDELINES. SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE DRAWINGS OR BELOW. ALL 2" LUMBER SHALL BE KILN DRIED CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY (KD) OR SURFACE DRIED (SD) EACH PIECE OF LUMBER SHALL FLOOR DIAPHRAGM: 3/4" PWD (PANEL INDEX = 48/24), WITH SHALL BE DONE AT THE CONTRACTOR'S RISK. THE BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION 10d NAILS OR .131" DIA P-NAILS AT 6" O.C. AT SUPPORTED CONTRACTOR SHALL VERIFY AND COORDINATE THE BUREAU (WCLIB) OR WESTERN WOOD PRODUCTS PANEL EDGES AND AT 12" O.C. AT FIELD TYPICAL UNLESS DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING ASSOCIATION (WWPA) SHOWING GRADE MARK OR APPROVED NOTED OTHERWISE ON PLAN. WHERE REQUIRED, USE WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS EQUAL. OTHER MATERIALS SHALL BE AS SHOWN BELOW: PLY-CLIPS INSTALLED PER MANUFACTURER'S GUIDELINES AND RESPONSIBLE FOR ALL BRACING AND SHORING DURING APA GUIDELINES. MEMBER SPECIES Fb (PSI) Fv (PSI) CONSTRUCTION. 2x & 3x STUDS #2-HEM FIR 850 150 7.6 MANUFACTURED TIMBER BEAMS (NONE) 2x JOISTS #1 HEM FIR 850 150 1.1 CODES 4x HEADERS #2 DOUGLAS FIR 900 180 7.7 PRESERVATIVE TREATMENT 4X COLUMNS #2 DOUGLAS FIR 900 180 ALL METHODS, MATERIALS AND WORKMANSHIP SHALL 6x HEADERS #1 DOUGLAS FIR 1350 170 CONFORM TO THE REQUIREMENTS OF CITY OF ARLINGTON ALL EXPOSED FRAMING LUMBER, PLYWOOD AND DECK 6x COLUMNS #1 DOUGLAS FIR 1200 170 AND: THE 2021 INTERNATIONAL BUILDING CODE (IBC), AS MATERIALS SHALL BE PRESSURE TREATED WITH .25#/CF AMENDED AND ADOPTED BY CITY OF ARLINGTON AND THE ALL EXPOSED STRUCTURAL MATERIALS OR MATERIAL IN PENTACHLOROPHENOL PER AWPA SPECIFICATION P-5 OR STATE OF WASHINGTON: A.C.I. - LATEST EDITION, AISC - LATEST CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED (SEE OTHER APPROVED TREATMENT. ALL CUTTING AND BORING EDITION, AWS - LATEST ADDITION, A.I.T.C. - LATEST EDITION, SECTION 7.7). AFTER PRESSURE TREATMENT SHALL BE CARED FOR IN NDS - LATEST EDITION AND A.I.S.1 - LATEST EDITION ACCORDANCE WITH AWPA SPECIFICATION M-4. CONTRACTOR 7.2 CARPENTRY HARDWARE SHALL VERIFY COMPATIBLITY BETWEEN THE PRESSURE TREATMENT AND ANY HARDWARE OR FASTENERS IN CONTACT  1.2 DESIGN CRITERIA A. BOLTS SHALL BE ASTM A-307. WITH THE PRESSURE TREATED MATERIAL(S). A. VERTICAL LOADS B. WASHERS SHALL BE STANDARD CUT WASHERS OR   8.0 THROUGH 14.0 NOT USED MALLEABLE IRON WASHERS.  1. LIVE LOADS 15.0 MECHANICAL / POWDER DRIVEN FASTENERS (NOT REQUIRED) C. ALL NAILS SHALL BE COMMON WIRE NAILS OR ROOF (SNOW) 25 PSF EQUIVALENT PNEUMATICALLY DRIVEN NAILS (P-NAILS), 16.0 SPECIAL INSPECTIONS (NOT REQUIRED) Pg = 30 PSF AMERICAN OR CANADIAN MANUFACTURER ONLY AS 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 INDICATED BELOW. P-NAILS SHALL BE INSTALLED PER THE 17.0 MISCELLANEOUS Ce = 1.0 MANUFACTURERS GUIDELINES. Ct = 1.0 VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO COMMON WIRE PNEUMATIC MINIMUM NAIL NAIL Is = 1.0 PROCEEDING. PROVIDE ERECTION BRACING AS NAIL NAIL LENGTH APPLICATION NECESSARY UNTIL PERMANENT SUPPORT AND FLOOR 40 PSF 16d COMMON 0.162" P-NAIL 3-1/2" FRAMING STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL 10d COMMON 0.148" P-NAIL 3" FRAMING DECKS 60 PSF PLANS FOR WALL OPENING, ARCHITECTURAL 8d COMMON 0.131" P-NAIL 3" FRAMING TREATMENT AND DIMENSIONS NOT SHOWN. REFER 10d COMMON 0.148" P-NAIL 2-1/2" SHEATHING B. LATERAL LOADS: TO MECHANICAL AND ELECTRICAL PLANS FOR SIZE 8d COMMON 0.131" P-NAIL 2-1/2" SHEATHING AND LOCATION OF ALL OPENINGS FOR DUCTS, PIPES, LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION CONDUITS, ETC., NOT SHOWN. D. LAG SCREWS, SHEAR PLATES - SEE IBC. OF THE ROOF AND FLOOR TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO THE FOOTINGS, WHERE ULTIMATE E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, USP,  DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH OR OTHER ICBO APPROVED. AND SLIDING FRICTION OF EARTH. OVERTURNING IS RESISTED BY THE DEAD LOAD OF THE STRUCTURE. F. HARDWARE EXPOSED TO WEATHER OR TO VIEW SHALL BE GALVANIZED OR PROTECTED WITH OTHER APPROVED 1. WIND: NOT APPLICABLE (INTERIOR WORK ONLY) MEANS OF CORROSION PROTECTION. HARDWARE AND FASTENERS IN CONTACT WITH PRESSURE TREATED 2. SEISMIC: SEISMIC DESIGN CATEGORY D PER IBC: MATERIALS SHALL BE POST HOT-DIPPED GALVANIZED TO A G-185 RATING. THE HARDWARE AND FASTENER ï“ï•ï‰ï”ï…ï€ ï‡ï€ ï€¨ï“ïˆï…ïŒïŒï€ ïïŽïŒï™ï€©ïï’ïŒï‰ïŽï‡ï”ïïŽï€¬ï€ ï—ïï€ ï€¹ï€¸ï€²ï€²ï€³ MIN. 5PSF FOR PARTITIONS GOVERNS  MANUFACTURERS SHALL VERIFY COMPATIBILITY WITH THE 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‡ PRESSURE TREATED MATERIALS USED ON SITE. 1.3 SHOP DRAWINGS (NONE) 7.3 MINIMUM NAILING - PER 2021 IBC TABLE 2304.10.2 2.0 SITE WORK (EXISTING STRUCTURE NONE-REQUIRED)  7.4 ANCHOR BOLTS 3.0 CONCRETE (NOT USED) PER IBC SECTION 2308.3.1 ALL FOUNDATION PLATES OR SILLS 4.0 METALS (NOT USED) SHALL BE BOLTED TO CONCRETE OR MASONRY WITH 5.0 STRUCTURAL STEEL (NOT USED) MINIMUM 1/2" OR 5/8" NOMINAL DIAMETER ANCHOR BOLTS EMBEDDED AT LEAST 7" AND SPACED NOT MORE THAN 6 FEET 6.0 LIGHT GAUGE STEEL - (NOT USED) ON CENTER. THERE SHALL BE A MINIMUM OF TWO BOLTS PER 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€© PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES  OR LESS THAN 4 INCH OF EACH END OF EACH PIECE. IN SEISMIC DESIGN CATEGORIES D, E & F, A MINIMUM OF 1/2 INCH DIAMETER BOLTS WITH 3"x3"x1/4" PLATE WASHERS IS REQUIRED. 5/8 INCH DIAMETER ANCHOR BOLTS ARE REQUIRED IN SEISMIC DESIGN CATEGORIES E & F. SEE SHEARWALL TABLE FOR ADDITIONAL INFORMATION.  7.5 PLYWOOD/OSB SHEATHING INVESTIGATIVEENGINEERS, LLC EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL GRADING AND INSTALLATION SHALL CONFORM TO MOST CURRENT VERSION OF PS2 FOR OSB. USE THICKNESS AND NAILING AS SHOWN ON THE DRAWINGS. SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE PER THE CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY CONTRACTOR. EXCEPT AS OTHERWISE SHOWN OR NOTED, PROVIDE 8d AT 6" ON CENTER @ SUPPORTED PANEL EDGES AND 8d AT 12" ON CENTER ON OTHER SUPPORTING MEMBERS FOR WALLS AND 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   ROOFS. FOR FLOORS, USE THE SAME SPACING PATTERN AS STATED FOR WALLS OR ROOF EXCEPT USE 10d NAILS.     NOTE: EQUIVALENT RATED PLYWOOD MAY BE USED IN LIEU OF   OSB CALLED OUT. ALL THICKNESS AND GRADING SHALL CONFORM TO PS1 OR PS2. SHEATHING SHALL HAVE EXPOSURE  RATING AS APPROPRIATE PER THE CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY  CONTRACTOR.    (E) 5-1/2" TILT-UP PANEL [PRT1] (N) 3/4" T&G OSB/PWD SHTG W/ 0.131x2-1/2 P-NAILS @ 6" O.C. PNL EDGES & 12" O.C. FIELD     (N) 2x4 HF#2 BRACE W/ [J1] W/ (N) SIMPSON LUS26 (N) A34s & SD9 SCREWS EA HANGERS @ [L1] END TO [PRT1] & (N) TOP PLs [L1] W/ 2-(N) SIMPSON SDS25300 SCREWS TO (E) TOP PL & (E) STUD (N) 2x4 PARTITION WALL (E) 2x4 FURRING WALL W/ STUDS @ 16" OC SUITE G (SHELL ONLY) SUITE H (SHELL ONLY) 2 4 S3.0 NTS S3.0 NTS  (N) 3/4" T&G OSB/PWD SHTG W/ 0.131x2-1/2 P-NAILS @ 6" O.C. PNL [C1] UNO EDGES & 12" O.C. FIELD    2'-0" [B1] UNO 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™ [J1] W/ (N) SIMPSON LUS26 HANGERS @ [L1] X X [L1] W/ 2-(N) SIMPSON SDS25300 (N) 2x4 PARTITION WALL PER PLAN SCREWS TO (N) TOP PL & STUD W/ STUDS @ 16" OC (N) LIGHT STEEL PARTY WALL & 2'-0" BRACES OF UNIT H (N) 2x4 HF#2 HORIZ BRACE W/ [PL1] UNO 2-(N) SDS25300 SCREWS EA END (N) 2x4 (PT) MUD SILL W/ (N) SIMPSON X TO (N) TOP PLs PDPAWL-250 POWDER-ACTUATED [PRT1] UNO X (E) 4" CONC SOG FASTENERS @ 16" O.C. TO (E) CONC (N) 2-2x4 TOP PLs FOR  PARTITION WALLS PER PLAN 1 3 ï“ï•ï‰ï”ï…ï€ ï‡ï€ ï€¨ï“ïˆï…ïŒïŒï€ ïïŽïŒï™ï€©ïï’ïŒï‰ïŽï‡ï”ïïŽï€¬ï€ ï—ïï€ ï€¹ï€¸ï€²ï€²ï€³ S3.0 NTS S3.0 NTS 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) 2x4 HF#2 WOOD PARTITION WALLS @ (2) SIDES 1 S3.0 [BR2] - 4/S3.0  1. (N)/(E) FRAMING SHALL BE PER THE FRAMING SCHEDULES ON THIS SHEET. [BR1] - 3/S3.0 2. FF = FLUSH-FRAMED BEAM. VERIFY FLUSH OR DROPPED BEAM CONDITION PER ARCHITECT. H/W 3. (N)/(E) CEILING JOIST LOCATIONS ARE SCHEMATICALLY SHOWN ON THE PLANS. IT IS NOT THE INTENT OF THE STRUCTURAL 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€© PLANS TO GRAPHICALLY LOCATE ALL FRAMING MEMBERS. THE ARCHITECT SHALL VERIFY THE COMPATIBILITY OF JOIST [J1]  LAYOUT AND FRAMING W/ MECHANICAL, ELECTRICAL & PLUMBING AND ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR SPACING FRAMING MEMBERS AS NOTED ON THE PLANS AND GENERATING MEMBER GENERATING MEMBER LAYOUT FOR SHOP DRAWINGS AND QUANTITY TAKEOFFS. 4. PLACE LONG DIRECTION OF ALL PLYWOOD SHEETS PERPENDICULAR TO TRUSS/RAFTER OR JOIST DIRECTION, SEE DETAIL 2/S4.0. FLOOR SHEATHING IS TO BE CONTINUOUS FROM UNIT TO UNIT, SEE PLANS FOR EXCEPTIONS. TYPICAL NAILING AT [L1] 2 FLOOR AND ROOF DIAPHRAGMS IS PROVIDED IN THE GENERAL STRUCTURAL NOTES ON SHEET S1.0.  S3.0 5. (N) & (E) DOUBLE TOP PLATES ARE TO BE CONTINUOUS ALONG ALL EXTERIOR WALLS AND AT ALL WALL LINES CONTAINING INVESTIGATIVEENGINEERS, LLC SHEARWALLS. TYPICAL WALL TOP PLATE SPLICES SHALL BE PER DETAIL 1/S4.0. 6. ALL (N) HEADERS SHALL BE 4x8s HF#2 SUPPORTED BY (1) 2x TRIMMER (BEARING) STUD AND (1) FULL-HEIGHT 2x KING STUD SCALE: 1/4" = 1'-0" UNO PER THE PLANS. ALL OTHER HEADERS OR BEAMS SHALL BE SUPPORTED BY (2) 2x TRIMMER (BEARING) STUDS AND (2) FULL-HEIGHT 2x KING STUDS. BEAMS LOADING PERPENDICULAR WALLS SHALL BE SUPPORTED, AT MIN, BY SOLID STUDS BELOW BEAM. MULTIPLE BEARING STUDS CALLED OUT ON UPPER LEVELS SHOULD BE CONTINUED TO FOUNDATION OR [J1] (N) 2x6 HF#1 JOISTS @ 16" O.C. W/ (N) SIMPSON LUS26 HANGERS @ [L1] BEAM BELOW UNLESS NOTED OTHERWISE AND REQUIRE SOLID BLOCKING BETWEEN FLOORS. [L1] (N) 2x6 HF#1 LEDGER W/ 2-(N) SIMPSON SDS25300 SCREWS @ (N)/(E) TOP PLs & (N)/(E) STUDS 7. MATERIAL SUPPLIERS SHALL VERIFY PRESSURE-TREATED MEMBERS W/ ARCHITECT. ALL HARDWARE AND FASTENERS IN 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…  CONTACT WITH PRESSURE TREATED MATERIALS SHALL BE POST HOT-DIPPED GALVANIZED TO A G-185 RATING. THE [BR1] (N) 2x4 HF#2 HORIZ BRACE @ CORNER W/ 2-(N) SDS25300 SCREWS EA END TO (N) TOP PLs - CONTRACTOR SHALL VERIFY THE COMPATIBILITY OF PRESSURE TREATED MATERIALS USED ON SITE WITH ALL HARDWARE SEE DTL 3/S3.0   AND FASTENERS. [BR2] (N) 2x4 HF#2 BRACE W/ (N) A34s & SD9 SCREWS TO [PRT1] BOT CHORDS & TO (N) TOP PLs -   8. LSL INDICATES 1.3E & ALL OTHER LSLs INDICATE 1.7E TIMBERSTRAND MEMBERS. PSL INDICATES 2.0E PARALLAM MEMBER. SEE DTL 4/S3.0   GLB INDICATES 24F-V4 DOUG-FIR GLULAM BEAM. GLU-LAM POSTS SHALL BE 24F-V8 DOUG-FIR. [B1] (E) 6 3/4"x37 1/2" GLB  9. SEE CIVIL AND ARCHITECTURAL PLANS FOR TOP OF WALL HEIGHTS AND SLAB ON GRADE ELEVATIONS. SEE ARCHITECTURAL PLANS FOR DIMENSIONS. WHERE DIMENSIONS ARE SHOWN ON THE STRUCTURAL PLANS, CONTRACTOR SHALL VERIFY [C1] (E) HSS6x6 COLUMN  COMPATIBILITY W/ ARCHITECTURAL PLANS. WHERE DISCREPANCY EXISTS, CONTRACTOR SHALL NOTIFY BOTH THE ENGINEER AND ARCHITECT FOR CLARIFICATION. [PR1] (E) 2x4 PURLINS @ 24" O.C.   10. SEE GENERAL STRUCTURAL NOTES ON S1.0 & S1.1 FOR ADDITIONAL INFORMATION. [PRT1] (E) 36" PE TRUSSES @ 8'-0" O.C.  Permit #: 6706 Permit Date: 09/09/25 Permit Type: COMMERCIAL ALTERATION Project Name: Northgate Station TI - Suite G Alteration Applicant Name: BC Investigative Engineers Applicant Address: 34 37th St NE, Suite A Applicant, City, State, Zip: Auburn, WA 98002 Contact: Jesse Binford Phone: 253-833-5557 Email: jbinford@bcie.net Scope of Work: Vacant - Project is for shell only. Future tenant to submit TI to occupy space. Valuation: 17000.00 Square Feet: 1624 Number of Stories: 1 Construction Type: lllA Occupancy Group: B; Business ID Code: Permit Issued: 10/14/2025 Permit Expires: 04/27/2026 Form Permit Type: COMMERCIAL ALTERATION Status: COMPLETE Assigned To: Hannah Hardwick 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 C08. PLUMBING Next door to other 10/24/2025 10/27/2025 10/27/2025 BUILDING Approved ROUGH-IN inspection C20. BUILDING 03/10/2026 Demising wall complete 10/27/2025 10/27/2025 BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status COMMERCIAL Development 09/10/2025 No civil comments Approved ALTERATION Services Manager COMMERCIAL 09/10/2025 No land use concerns. PLANNING Approved ALTERATION COMMERCIAL 09/10/2025 Marysville Utilities, KS & LT PW-ADMIN-GIS Approved ALTERATION COMMERCIAL 09/10/2025 Marysville sewer. SB PW-SEW-REV Approved ALTERATION COMMERCIAL 09/10/2025 Marysville utilities, Gus PW-WAT-REV Approved ALTERATION COMMERCIAL 09/10/2025 BUILDING Approved ALTERATION Fees Fee Description Notes Amount Building Plan Review Table 4-2 $271.70 Credit Card Service $8.15 Processing/Technology $25.00 Building Permit Table 4-1 $418.00 State Surcharge - Commercial Commercial Only $25.00 Credit Card Service $14.04 Total $761.89 Attached Letters Date Letter Description 10/14/2025 Building Permit 09/09/2025 Web Form - Building Application Payments Date Paid By Description Payment Type Accepted By Amount 09/09/2025 Jesse Binford 242457842 Hannah Hardwick $8.15 XBP Conf: 09/09/2025 $271.70 242457842 10/14/2025 Jesse Binford cc LaNay Hendrick $14.04 XBP Conf: 10/14/2025 $468.00 245765744 Outstanding Balance $0.00 Notes Date Note Created By: 03/02/2026 sent expiration notice Hannah Hardwick Uploaded Files Date File Name 10/14/2025 28883095-2025_BLD6709_Issued Permit.pdf 10/14/2025 28883093-20250909_BLD6706_Approved Plans.pdf 09/09/2025 ee29e17096f4be961ca25f4787a99720_09-09-25_commercial_tenant_improvement_application_-_suite_g_24107-02_.pdf 09/09/2025 38e971aae8fc0d2eb624e89c6b13bd19_09-09-25_northgate_station_suite_g_permit_submittal_24107-02_.pdf