Loading...
HomeMy WebLinkAbout18825 67TH AVE NE_BLD6145_2026 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 'e 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 A Other-Specify: Post Installed Anchors in Hardened Concrete ❑■ 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 *CHECKALL 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: 2,632 Project Valuation: $150,000 Lot#: Parcel ID No.: 31051400302700 Subdivision: Project Scope of Work: 1,530 s.f. remodel of First Floor Lunch Room + 670 s.f. addition to Mezzanine Level. Description of New Tenant Business Operations: IBC Construction Type: v-B IBC Occupancy Type: F-2,B,s-1 Building/Space Square Footage: 60,000 s.f.Overall Number of Stories: 1 with Mezzanine Square Footage Per Floor: 1St2,632Office 2nd 3,224s.f. 3rd 4th Sth 6th Primary Contact: ❑ Owner ❑■ Architect ❑ Engineer ❑ Contractor Owner Name: Gary Moffit + Gretchen Reimbold Office No.: 206-762-7600 Email Address: gkr@mid-mountain.com Cell No.: Mailing Address: 7600 5th Ave. South City:Seattle State: WA Zip: 98108 Architect Name: Scott Connor Office No.: Email Address: scott@scr-arch.com Cell No.: 206-228-1014 Mailing Address: 1221 E. Pike St. #205 City: Seattle State: WA Zip: 98122 Professional License Number: 8879 Expiration Date: January 2025 Engineer Name: Basri Basri Office No.: 425-318-7047 Email Address: basri@b2engineers.com Cell No.: Mailing Address: 15306 61 st Place NE city. Kenmore State: WA Zip: 98028 Professional License Number: 43789 Expiration Date: Primary Contractor: Unknown Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: REV03.2022 Page 2 of 7 COMMERCIAL TENANT IMPROVEMENT MECHANICAL SYSTEM INFORMATION Type of Permit: O New Installation O Addition O Alteration O Replaced O 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 O Not Applicable Proposed Piping Material: O CSST O Brass O Black Steel O Galvanized Steel O Other Proposed Piping Size: 0 1/2" O S/s" 03/4 O 1" O 11/2 O 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>50OBtu/hp x $ 50.00 = $ Air Handling Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler<100Btu h>3h 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 1 $ 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 15100 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 Pi in <_ 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 x $ 15.00 = $ 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 5100Btu 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 x $ 10.00 = $ 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: O New Installation O Addition O Alteration O Replaced O 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: O Fixture specifications and equipment with locations. O Location and type of all backflow assemblies for each fixture. O Calculations for Grease Interceptor. O Pipe size and location of sanitary and potable water systems. O Riser diagram of waste,vent,and rain water systems,including sizes. O 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. Tvve 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 Refri erator 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 Pi in <- 5 inlets outlets x $ 60.00 = Med Gas Piping> 5 inlets/outlets (plus :5 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. IXE $ 15.00 = Toilets $ 15.00 = Urinal $ 15.00 = Vacuum Breakers $ 25.00 = Water Heater x $ 25.00 = Water Heater-Tankless x $ 25.00 = Permit Fee Table 4-6; Plan Review Fee Processing/Technology Fee $25.00 Total PROPOSED BUILDING USE ❑ New ❑ Addition/Alteration ❑ Medical ❑ Automotive Based ❑ Industrial ❑ Office ❑ Restaurant ❑ Machine Shop ❑ Other: CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply. ❑ Ice Machine ❑ Dialysis Equip. ❑ Air washers ❑ Coffee Urn/Espresso ❑ Hydrotherapy Equip. ❑ Steam Generators ❑ Carbonated Bev. ❑ Dental Equip. ❑ Dye Vats ❑ Fume Hoods ❑ Laboratory Equip. ❑ Pressure Washers ❑ Degreasers ❑ Autoclave/Sterilizers ❑ Cooling Towers ❑ Hot Tub/Spa ❑ Decorative Fountain ❑ Fire Sprinkler ❑ Aquarium ❑ Swimming Pools ❑ Sprinkler w/chemicals ❑ Lawn Irrigation ❑ Well on property ❑ Other: WASTEWATER DISCHARGE Does the plumbing system currently have a grease interceptor? ❑ Yes ❑ No ❑ Don't Know Does the plumbing system currently have an oil/water ❑ Yes ❑ No ❑ Don't Know separator? REV03.2022 Page 6 of 7 COMMERCIAL TENANT IMPROVEMENT Is water used in the business process (washing,rinsing, ❑ Yes 0 No ❑ Don't Know cooling)? Does your business require a NPDES permit? ❑ Yes ❑ No ❑ Don't Know I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington. Scott Connor Scott Connor 09-03-24 Signature Print Name Date REV03.2022 Page 7 of 7 °PIRIGIT © SCR a 11TECTS w SCR I Architects 1221 E.Pike St. Suite 205 z Seattle,WA 98122 w MID MOUNTAIN MATERIALS LUNCH ROOM 2P ARCHITECT I CONSULTANT SEAL U O z GENERAL NOTES PROJECT DATA SHEET INDEX 8879 AR°'S EST O 1. ALL WORK ON THIS PROJECT SHALL BE IN CONFORMANCE WITH ALL LOCAL CODES AND Scott cannor ORDINANCES AND SHALL CONFORM TO ALL LOCALLY ADOPTED BUILDING CODES. PROJECT NAME: MID MOUNTAIN MATERIALS LUNCH ROOM ARCHITECTURAL srnrE of wASHINCTON 18825 67TH AVE. NE 2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO WORK. VERIFY AND COORDINATE EXISTING ARLINGTON, WA 98223 AO.01 COVER SHEET SITE AND BUILDING CONDITIONS IN RELATIONSHIP TO NEW WORK. IF DISCREPANCIES ARE NOTED, THE CONTRACTOR SHALL CONTACT THE ARCHITECT PRIOR TO WORK FOR CLARIFICATION. OWNER: GARY MOFFIT A0.02 CODE REVIEW GRETCHEN REIMBOLD 3. IF CONFLICTS ARE FOUND BETWEEN THE DRAWINGS AND/OR THE SPECIFICATIONS, THE 7600 5TH AVENUE SOUTH AO.04 ACCESSIBILITY DIAGRAMS CONTRACTOR SHALL SEEK WRITTEN CLARIFICATION FROM THE ARCHITECT OR PROVIDE THE SEATTLE, WA 98108 MORE EXPENSIVE. PHONE: 206-762-7600 AO.05 MAIN FLOOR EXITING PLAN DRAWN By amV 4. UNLESS OTHERWISE NOTED, EXISTING ITEMS TO REMAIN ARE SHOWN IN A LIGHTER LINE CHECKEDBV: C.R. WEIGHT THAN NEW ITEMS. ARCHITECT: SCR ARCHITECTS AO.06 MEZZANINE LEVEL EXITING PLAN APPROVED BY: C.R. 1221 5. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE E. PIKE ST. SUITE 205 SEA DRAWINGS AND ACTUAL FIELD MEASUREMENTS. PROMPTLY NOTIFY THE ARCHITECT IF EATTLE, WA 98122 A1.00 SITE PLAN DISCREPANCIES ARE FOUND. CONTACT: CHRIS REINHART PHONE: 206-852-5192 A2.00 FOUNDATION DEMO PLAN 6. ITEMS NOTED AS 'TYPICAL' ON ANY DRAWING SHALL APPLY TO ALL DRAWINGS. 7. CONSULTANT DRAWINGS ARE DIAGRAMMATIC AND SUPPLEMENTARY TO THE ARCHITECTURAL PROJECT DESCRIPTION: TENANT IMPROVEMENT. A2.01 MAIN FLOOR DEMO PLAN DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR & SUB CONTRACTOR TO A2.02 MEZZANINE LEVEL DEMO PLAN BID AND INSTALL THEIR WORK IN ACCORDANCE WITH THE ARCHITECTURAL DRAWINGS. ANY ESTIMATED PROJECT VALUE: $ 150,000 DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEER(S) DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BY WRITTEN AREA OF WORK: 1,530 S.F. REMODEL OF FIRST FLOOR A2.10 FOUNDATION PLAN NOTIFICATION FOR CLARIFICATION PRIOR TO THE COMMENCEMENT OF THE WORK AFFECTED. LUNCH ROOM AND 670 S.F. ADDITION TO THE 8. THE CONTRACTOR SHALL PROTECT, REPAIR, MODIFY AND/OR REPLACE ALL UTILITIES, MEZZANINE LEVEL. A2.11 MAIN FLOOR PLAN - PHASE 1 O PAVEMENTS, PUBLIC & PRIVATE PROPERTIES, INSTALLATIONS, STRUCTURES, BUILDINGS OR PORTIONS OF, ABOVE OR BELOW GROUND DURING THE COURSE OF CONSTRUCTION TO EXISTING ZONING: GI - GENERAL INDUSTRIAL A2.12 MAIN FLOOR PLAN - PHASE 2 COMPLETE WORK SHOWN IN THE CONSTRUCTION SET. NOT ALL PROTECTION, REPAIR, MODIFICATION OR REPLACEMENT REQUIRED IS SHOWN ON THE DRAWINGS. THE CONTRACTOR A2.13 MEZZANINE LEVEL PLAN - PHASE 1 (,� SHALL PROVIDE SUFFICIENT BUDGET TO COVER ALL PROTECTION, REPAIR, MODIFICATION PARCEL NUMBER: 31051400302700 AND/OR REPLACEMENT OF EXISTING UTILITIES, PAVEMENTS, PUBLIC & PRIVATE PROPERTIES, Z INSTALLATION, STRUCTURES, BUILDINGS OR PORTIONS OF, ABOVE OR BELOW GROUND WITHIN AREA OF SITE: 5.02 ACRES A2.14 MEZZANINE LEVEL PLAN - PHASE 2 THE BID SUM. J 9. THE REPAIR, MODIFICATION OR REPLACEMENT OF ANY EXISTING UTILITY, PAVEMENT, PUBLIC & BUILDING FOOTPRINT: 60,000 S.F. A4.01 BUILDING SECTIONS CO PRIVATE PROPERTY, INSTALLATION, STRUCTURE, BUILDING OR PORTIONS OF, ABOVE OR BELOW FIRST FLOOR OFFICE: 2,632 S.F. J GROUND, SHALL MATCH THE ORIGINAL CONDITION IN QUALITY, SUBSTANCE AND APPEARANCE. A4.02 BUILDING SECTIONS 10. WHERE EXISTING WORK IS CHANGED, MODIFIED, OR NEW WORK ADJOINS, CONNECTS TO OR MEZZANINE - EXISTING: 2,554 S.F. STRUCTURAL H ABUTS EXISTING, THE EXISTING WORK SHALL BE ALTERED AS NECESSARY, JOINED & MEZZANINE - NEW: 670 S.F. CONNECTED IN A SUBSTANTIAL, NEAT AND WORKMANSHIP MANNER. MEZZANINE - TOTAL: 3,224 S.F. LUQ S-0 GENERAL NOTES AND SPECIFICATIONS H LU 11. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR & SUB CONTRACTOR TO REVIEW ALL AREA OF BUILDING: 60,000 S.F. Q F DRAWINGS AND SPECIFICATIONS INCLUDING ADDENDA TO IDENTIFY ALL WORK REQUIRED. THE S-1 FRAMING PLANS Of OR SUB CONTRACTOR SHALL REVIEW EACH DRAWING AND COORDINATE BETWEEN ALL PLANS AND SPECIFICATIONS. FURTHER, EACH SUB CONTRACTOR SHALL COORDINATE BUILDING HEIGHT IN STORIES: 1 WITH MEZZANINE - EXISTING, NO CHANGE Z ZZ C4 THEIR WORK WITH THE GENERAL CONTRACTOR TO PROVIDE PROPER SEQUENCE, PLACEMENT, S-2 FRAMING DETAILS LU N TOLERANCES AND REQUIREMENTS OF OTHER SUB CONTRACTORS. SUB CONTRACTORS SHALL BUILDING OCCUPANCY: F-2 - LOW HAZARD FACTORY INDUSTRIAL, B Q = 00 BE RESPONSIBLE FOR THE REMOVAL & REPLACEMENT OF THEIR WORK THAT MUST BE MODIFIED, REPLACED, REPAIRED OR OTHERWISE ALTERED TO ACHIEVE THE DESIGN INTENT OR BUSINESS + S-1 WAREHOUSE ~ W Q CODE REQUIREMENT DUE TO LACK OF COORDINATION WITH THE GENERAL CONTRACTOR. Z YEAR BUILT: 1992 = Q Z 12. WORK INSTALLED IN CONFLICT WITH CONSTRUCTION DOCUMENTS WILL BE CONSIDERED IN O F O NON-CONFORMANCE AND SHALL BE CORRECTED AT NO EXPENSE TO OWNER OR ARCHITECT. F`0 CONSTRUCTION TYPE: TYPE V-B (EXISTING, NO CHANGE) w coo 13. FOLLOW MANUFACTURER'S INSTRUCTIONS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS a a Lo Z ARE INDICATED OR REQUIRED BY CONSTRUCTION DOCUMENTS OR APPLICABLE CODES, w �_ a w J ORDINANCES AND REGULATIONS. SPRINKLERED: YES (EXISTING, EXTENDED) °O tY 'o g Q FIRE ALARM: YES (EXISTING, EXTENDED) UL PROJECT NO. 2308 ISSUE DATE 2024-09-03 LEGALDESCRIPTION CURRENT REVISION PERMIT SUBMITTAL PARCEL # 31051400302700 DRAWING PLOT DATE a SW1/4 SEC14 T31N R5E 202G4-09-03 DATE APPLICABLE CODES r Section 14 Township 31 Range 05 Quarter SW - LOT 1 SURV REC END AFN 7905290175 BEING CORR OF SURV'S REC UND AFN 7703210221 & 7803100289 & BEING A PTN OF SW1/4 SW1/4 & EXC W 1OFT SD 2021 WASHINGTON BUILDING CODE LOT 1 FOR R/W TOCITY OF ARL PER SWD REC UND AFN 9310150362 & EXC ADD'L R/W TO CITY OF ARL 01 2021 WASHINGTON EXISTING BUILDING CODE PER swD REC UND AFN 200201110164 y ICC A117.1 - 2017 STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND z FACILITIES VICINITY MAP 3 SYMBOLS LEGEND R AND ADD-S N°° T° SCALE MIDE-MOUNTAIN MATERIALS .N N PROJECT SITE 76005TH AVENUE SOUTH w L SEATTLE,WA 96708 cV C,vrmteiY n t 0 u u [mtlulmm�m�L�wru as \ u P �•• '+y CONTACT:GARY MOEFI` 3 BUILDING SECTION NUMBER o: CONCRETE STEELPay O KEY PLAN A3.05 DRAWING SHEET NUMBER (large z5a a p Bo ,h � � �° , e ya Scale) ®mao�o°p 0 W o w 40 SECTION NUMBER GLASS . `m oDRAWING SHEET NUMBER CONCRETE 2 (small / EARTH n �� 60 GjO a � .L o 40 DETAIL NUMBER scale) //��\ (un_ 87 f" a pD ¢a a e �6 � tesm DRAWING SHEET NUMBER 7 disturbed) QS �� isz s ns•�9� 0 0 INTERIOR ELEVATION GRAVEL (A 7H m ,a e 0 u �aL� ��� Q a�bo p8o SHEET NAME A5.1 DRAWING SHEET NUMBER WOOD - D a '^oQ �$ p . e o o o COVER SHEET (milled) �wE franaparx�9 p�S m°�O oe6, PLYWOOD EP itBtll St.NE mmOR n +'6 q O WOOD Mo1BM3t.lE 6vQrvmroe (framing) n. ASPHALT 1d1lQuake P vo '��w q(large D '''k"1Ot:�°a^°d °a e aqg, �°a�� SCALE AS NOTED INSULATION ) �° ° 9 6o ` \ scale �� om p m (rigid) �1 o a o ®� � P. �a&A� �� SHEET NUMBER 'E ASPHALT S GNT a # d 9� �a�w� INSULATION small _ 'L°>DdF � z 8 ,�R °� „ �,`§, • .. A� @``b'o9 -a°o¢ (batt) ( �+ o e o s� R e ,.dad O O a scale) - -- t U F� COPYRIGHT SCR ARCHITECTS iD W SCR I Architects NMID MOUNTAIN MATERIALS LUNCH ROOM 1221 E.Pike St. Suite 205 z Seattle,WA 98122 w 7 ARCHITECT/CONSULTANT SEAL U O 8879 < 2021 WASHINGTON EXISTING BUILDING CODE REVIEW 2021 WASHINGTON BUILDING CODE REVIEW Z R�ERGIST ERCED oCHAPTER 3: PROVISIONS FOR ALL COMPLIANCE METHODS CHAPTER 3: OCCUPANCY CLASSIFICATION AND USE 506.3.3 THE AREA FACTOR INCREASE BASED ON FRONTAGE SHALL BE DETERMINED IN ACCORDANCE WITH TABLE 506.3.3. CHAPTER 10: MEANS OF EGRESS SECTION 202 GENERAL DEFINITIONS sTnTEt1oF wnsHiNCTON SECTION 302.1 OCCUPANCY CLASSIFICATION TABLE 506.3.3 FRONTAGE INCREASE FACTOR SECTION 1005 MEANS OF EGRESS SIZING [A]EXISTING BUILDING. A BUILDING ERECTED PRIOR TO THE DATE OF ADOPTION OF THE APPROPRIATE CODE,OR ONE FOR WHICH A LEGAL BUILDING OCCUPANCY CLASSIFICATION IS THE FORMAL DESIGNATION OF THE PRIMARY PURPOSE OF THE BUILDING,STRUCTURE,OR PORTION THEREOF, OPEN SPACE PERMIT HAS BEEN ISSUED. STRUCTURES SHALL BE CLASSIFIED INTO ONE OR MORE OF THE OCCUPANCY GROUPS SPECIFIED IN THIS SECTION BASED ON THE NATURE OF PERCENTAGE OF 1005.2 MINIMUM WIDTH BASED ON COMPONENT THE HAZARDS AND RISKS TO BUILDING OCCUPANTS GENERALLY ASSOCIATED WITH THE INTENDED PURPOSE OF THE BUILDING OR STRUCTURE. BUILDING PERIMETER 0 TO LESS 20 TO LESS 25 TO LESS 30 OR -STRUCTURES CONTAINING MULTIPLE OCCUPANCY GROUPS SHALL COMPLY WITH SECTION 508. THAN 20 THAN 25 THAN 30 GREATER THE MINIMUM WIDTH,IN INCHES,OF ANY MEANS OF EGRESS COMPONENTS SHALL BE NOT LESS THAN THAT SPECIFIED FOR SUCH COMPONENT, SECTION 301 ADMINISTRATION SECTION 304.1 BUSINESS GROUP B 25 TO LESS THAN 50 0 0.17 0.21 0.25 ELSEWHERE IN THIS CODE. 301.3.1 PRESCRIPTIVE COMPLIANCE METHOD 1005.3 REQUIRED CAPACITY BASED ON OCCUPANT LOAD BUSINESS GROUP B OCCUPANCY INCLUDES,AMONG OTHERS,THE USE OF A BUILDING OR STRUCTURE,OR A PORTION THEREOF,FOR OFFICE, DRAWN BY: amy ALTERATIONS,ADDITIONS,AND CHANGES OF OCCUPANCY COMPLYING WITH CHAPTER 5 OF THIS CODE IN BUILDINGS COMPLYING WITH THE PROFESSIONAL,OR SERVICE-TYPE TRANSACTIONS,INCLUDING STORAGE OF RECORDS AND ACCOUNTS. BUSINESS OCCUPANCIES SHALL THE REQUIRED CAPACITY,IN INCHES,OF THE MEANS OF EGRESS FOR ANY ROOM,AREA,SPACE,OR STORY SHALL BE NOT LESS THAN THAT INTERNATIONAL FIRE CODE SHALL BE CONSIDERED IN COMPLIANCE WITH THE PROVISIONS OF THIS CODE. INCLUDE,BUT NOT BE LIMITED TO,THE FOLLOWING: SUM OF 4 PERIMETER SIDES OF BUILDING: 399'(NORTH)+149'(WEST)+399'(SOUTH)+149'(EAST)=1,096' DETERMINED IN ACCORDANCE WITH SECTIONS 1005.3.1 AND 1005.3.2. CHECKED BY: C.R. LABORATORIES: TESTING AND RESEARCH 399'(NORTH)/1,096'=36% 1005.3.1 STAIRWAYS APPROVED BY: C.R. SECTION 302 GENERAL PROVISIONS COMMENTS:THE NORTH ELEVATION IS 399'+/-OF FOOTAGE(36%OF TOTAL PERIMETER)AND IS 67'+/-FROM 63RD DRIVE(PLEASE THE CAPACITY,IN INCHES,OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH SECTION 306.3 LOW-HAZARD FACTORY INDUSTRIAL, GROUP F-2 SEE SITE PLAN ON SHEET A1.01;)THEREFORE THE AREA FACTOR INCREASE BASED ON FRONTAGE IS 25% STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.3 INCH PER OCCUPANT. WHERE STAIRWAYS SERVE MORE THAN ONE STORY,ONLY 302.3 ADDITIONAL CODES. THE OCCUPANT LOAD OF EACH STORY CONSIDERED INDIVIDUALLY SHALL BE USED IN CALCULATING THE REWIRED CAPACITY OF THE STAIRWAYS FACTORY INDUSTRIAL USES THAT INVOLVE THE FABRICATION OR MANUFACTURING OF NONCOMBUSTIBLE MATERIALS THAT DURING FINISHING, SERMNG THAT STORY. ALTERATIONS,REPAIRS,ADDITIONS,AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF,EXISTING BUILDINGS AND STRUCTURES SHALL PACKING,OR PROCESSING DO NOT INVOLVE A SIGNIFICANT FIRE HAZARD SHALL BE CLASSIFIED AS F-2 OCCUPANCIES AND SHALL INCLUDE, SECTION 508 MIXED USE AND OCCUPANCY COMPLY WITH THE PROVISIONS FOR ALTERATIONS,REPAIRS,ADDITIONS,AND CHANGES OF OCCUPANCY OR RELOCATION,RESPECTIVELY,IN THIS BUT NOT BE LIMITED TO,THE FOLLOWING: PLEASE SEE EXITING PLAN ANALYSIS ON SHEETS AO.05 AND AO.06: CODE AND THE WASHINGTON STATE ENERGY CODE,INTERNATIONAL FIRE CODE,INTERNATIONAL FUEL GAS CODE,INTERNATIONAL MECHANICAL CODE,UNIFORM PLUMBING CODE,AND INTERNATIONAL RESIDENTIAL CODE. WHERE PROVISIONS OF THE OTHER CODES CONFLICT WITH PROVISIONS CERAMIC PRODUCTS 508.1 GENERAL OF THIS CODE,THE PROVISIONS OF THIS CODE SHALL TAKE PRECEDENCE. 75 OCCUPANTS(54+21)X 0.3"=22.5" GYPSUM EACH PORTION OF A BUILDING SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 302.1. WHERE A BUILDING CONTAINS MORE THAN ONE OCCUPANCY GROUP,THE BUILDING OR PORTION THEREOF SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF SECTION 508.2, COMMENTS:THE REQUIRED WIDTHS FOR MEANS OF EGRESS STAIRWAYS ARE 11"AND 12"AND THE TWO STAIRWAYS ARE 4'-5"AND 4'-6', 508.3,OR 508.4,OR A COMBINATION OF THESE SECTIONS. THEREFORE THE EXIT CAPACITY OF THESE STAIRWAYS ARE ADEQUATE. SECTION 303 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES SECTION 311.2 MODERATE-HAZARD STORAGE, GROUP S-1 O 508.3 NONSEPARATED OCCUPANCIES 303.1 LIVE LOADS STORAGE GROUP S-1 OCCUPANCIES ARE BUILDINGS OCCUPIED FOR STORAGE USES THAT ARE NOT CLASSIFIED AS GROUP S-2,INCLUDING, GRAFTER 11: ACCESSIBILITY Q BUT NOT LIMITED TO,STORAGE OF THE FOLLOWING: BUILDINGS OR PORTOINS OF BUILDINGS THAT COMPLY WITH THE PROVISIONS OF THIS SECTION SHALL BE CONSIDERED AS NONSEPARATED N WHERE AN ADDITION OR ALTERATION DOES NOT RESULT IN INCREASED DESIGN LIVE LOAD,EXISTING GRAVITY LOAD-CARRYING STRUCTURAL OCCUPANCIES. SECTION 1104 ACCESSIBLE ROUTE LL ELEMENTS SHALL BE PERMITTED TO BE EVALUATED AND DESIGNED FOR LIVE LOADS APPROVED PRIOR TO THE ADDITION OR ALTERATION. IF COMMENTS:THIS BUILDING INCLUDES THE THREE OCCUPANCY GROUPS B(BUSINESS,)F-2(LOW-HAZARD FACTORY INDUSTRIAL,)AND S-1 508.3.1 OCCUPANCY CLASSIFICATION THE APPROVED LIVE LOAD IS LESS THAN THAT REQUIRED BY SECTION 1607 OF THE INTERNATIONAL BUILDING CODE,THE AREA DESIGNATED (MODERATE-HAZARD STORAGE.) 1104.4 MULTISTORY BUILDINGS AND FACILITIES U FOR THE NONCONFORMING LIVE LOAD SHALL BE POSTED WITH PLACARDS OF APPROVED DESIGN INDICATING THE APPROVED LIVE LOAD. WHERE N THE ADDITION OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 302.1. THE REQUIREMENTS OF THIS CODE ON OR ALTERATION RESULTS IN INCREASED DESIGN LIVE LOAD,THE LIVE LOAD REQUIRED BY SECTION 1607 OF THE INTERNATIONAL SHALL APPLY TO EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY CLASSIFICATION OF THAT SPACE. IN ADDITION,THE MOST AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT EACH ACCESSIBLE STORY,MEZZANINE,AND OCCUPIED ROOFS IN MULTILEVEL Z BUILDING CODE SHALL BE USED. RESTRICTIVE PROVISIONS OF CHAPTER 9 THAT APPLY TO THE NONSEPARATED OCCUPANCIES SHALL APPLY TO THE TOTAL NONSEPARATED BUILDINGS AND FACILITIES. m CHAPTER 5: PRESCRIPTIVE COMPLIANCE METHOD SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES OCCUPANCY AREA. EXCEPTIONS: 1. AN ACCESSIBLE ROUTE IS NOT REQUIRED TO STORIES,MEZZANINES,AND OCCUPIED ROOFS THAT HAVE AN J SECTION 501 GENERAL 504.2 MIXED OCCUPANCY 508.3.2 ALLOWABLE BUILDING AREA,HEIGHT,AND NUMBER OF STORIES AGGREGATE AREA OF NOT MORE THAN 3,000 SQUARE FEET AND ARE LOCATED ABOVE AND BELOW ACCESSIBLE AREAS. J THE ALLOWABLE BUILDING AREA,HEIGHT,AND NUMBER OF STORIES OF THE BUILDING OR PORTION THEREOF SHALL BE BASED ON THE MOST COMMENTS:THIS BUILDING HAS AN EXISTING MEZZANINE OF 2,554 S.F.SO AN ACCESSIBLE ROUTE IS NOT REQUIRED TO IT. Q 501.1 SCOPE IN A BUILDING CONTAINING MIXED OCCUPANCIES IN ACCORDANCE WITH SECTION 508,NO INDIVIDUAL OCCUPANCY SHALL EXCEED THE HEIGHT RESTRICTIVE ALLOWANCES FOR THE OCCUPANCY GROUPS UNDER CONSIDERATION FOR THE TYPE OF CONSTRUCTION OF THE BUILDING IN AND NUMBER OF STORY LIMITS SPECIFIED IN THIS SECTION FOR THE APPLICABLE OCCUPANCIES. ACCORDANCE WITH SECTION 503.1. THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE ALTERATION,ADDITION,AND CHANGE Of OCCUPANCY OF EXISTING BUILDINGS AND � STRUCTURES,INCLUDING HISTORIC BUILDINGS AND STRUCTURES AS REFERENCED IN SECTION 301.3.1 TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE 508.3.3 SEPARATION W Q TYPE OF CONSTRUCTION NO SEPARATIONTABLE 2902.1 w IS REQUIRED BETWEEN NONSEPARATED OCCUPANCIES. Q = SECTION 503 ALTERATIONS occuPANcv MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES CC H CLASSIFICATION SEE FOOTNOTES TYPE V 508.4.2 ALLOWABLE BUILDING AREA G 503.1 GENERAL B IN EACH STORY,THE BUILDING AREA SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL BUILDING AREA OF EACH SEPARATED Z Z N EXCEPT AS PROVIDED BY SECTION 302.4,302.5,OR THIS SECTION,ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE A,B,E,F,M,S,U S 60 OCCUPANCY DIVIDED BY THE ALLOWABLE BUILDING AREA OF EACH SEPARATED OCCUPANCY SHALL NOT EXCEED 1. NO. CLASSIFICATION OCCUPANCY WATER CLOSETS LAVATORIES W N REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE FOR NEW CONSTRUCTION. ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING Q 1 00 OR STRUCTURE IS NOT LESS COMPLYING WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE THAN THE EXISTING BUILDING OR MALE FEMALE MALE FEMALE � Z Q STRUCTURE WAS PRIOR TO THE ALTERATION. 504.4 NUMBER OF STORIES AREA OF B OCCUPANCY+(.25 AREA FACTOR INCREASE) + AREA OF F-2+(.25 AREA FACTOR INCREASE) Z � 2,632+/-+(0.25)(2,632) + 57,368+/-+(0,25)(57,368) < 1 1 PER 25 FOR THE FIRST 50 AND 1 PER 1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE = Q TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE 2 BUSINESS B 50 FOR THE REMAINING EXCEEDING 50 REMAINING EXCEEDING 80 =Z SECTION 602 ALTERATION - LEVEL 1 36,000 S.F. + 52,000 S.F. 0 TYPE OF CONSTRUCTION cc I.-I- 602.1 SCOPE OCCUPANCY ALLOWABLE AREA OF B ALLOWABLE AREA OF F-2 FACTORY AND G 2 CO Z CLASSIFICATION SEE FOOTNOTES TYPE V 4 INDUSTRIAL F-1 AND F-2 1 PER 100 1 PER 100 z o Lo LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF EXISTING MATERIALS,ELEMENTS,EQUIPMENT,OR B �_ N J (2,632+658 S.F.)+(57,368+14,342 S.F.) w w aO_j FIXTURES USING NEW MATERIALS,ELEMENTS,EQUIPMENT,OR FIXTURES THAT SERVE THE SAME PURPOSE. B S 3 _ < 1 8 STORAGE S 1 PER 100 1 PER 100 'o 3 000 Q 88,000 S.F. rc g CHAPTER 7: ALTERATIONS - LEVEL 1 F-z S 3 PROJECT NO. SECTION 701 GENERAL S-1 S 2 75,000 S.F. COMMENTS:FOR THE BUSINESS OCCUPANCY ADEQUATE FIXTURES ARE PROVIDED,SEE EXITING PLANS ON SHEETS AO.05 AND AO.06. 2308 _ = 0.85 < 1 ISSUE DATE 701.1 SCOPE 88,000 S.F. 2024-09-03 COMMENTS:THIS BUILDING IS 1 STORY,WHICH IS ALLOWABLE FOR ALL OCCUPANCY CLASSIFICATIONS. LEVEL 1 ALTERATIONS AS DESCRIBED IN SECTION 602 SHALL COMPLY WITH THE REQUIREMENTS OF THIS CHAPTER. LEVEL 1 ALTERATIONS TO CURRENT REVISION HISTORIC BUILDINGS SHALL COMPLY WITH THIS CHAPTER,EXCEPT AS MODIFIED IN CHAPTER 12. COMMENTS:THIS BUILDING WITH PROPOSED OCCUPANCIES MEETS ALL REQUIREMENTS FOR NONSEPARATED OCCUPANCIES. PERMIT SUBMITTAL 701.2 CONFORMANCE SECTION 506 BUILDING AREA DRAWING PLOT DATE c AN EXISTING BUILDING OR PORTION THEREOF SHALL NOT BE ALTERED SUCH THAT THE BUILDING BECOMES LESS SAFE THAN ITS EXISTING 506.1 GENERAL 2024-09-03 a coNDITION. CHAPTER 9: FIRE PROTECTION AND LIFE SAFETY SYSTEMS REVISION I DATE ° THE ALLOWABLE FLOOR AREA OF A BUILDING SHALL BE DETERMINED BASED ON THE TYPE OF CONSTRUCTION,OCCUPANCY CLASSIFICATION, d N COMMENTS:THIS PERMIT SUBMITTAL SET OF DRAWINGS WAS PREPARED USING THE PRESCRIPTIVE COMPLIANCE METHOD. WHETHER THERE IS AN AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT THE BUILDING AND THE AMOUNT OF BUILDING FRONTAGE ON SECTION 906 PORTABLE FIRE EXTINGUISHERS c o PUBLIC WAY OR OPEN SPACE. c 506.2 ALLOWABLE AREA DETERMINATION [F]906.1 WHERE REQUIRED m c TABLE PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ALL OF THE FOLLOWING LOCATIONS: ALLOWABLEBLE AREA FACTOR IN SQUARE FEET m 1. IN GROUP A,B,E,F,H,I,M,R-1,R-2,R-4,AND S OCCUPANCIES. E z TYPE OF CONSTRUCTION 506.3 FRONTAGE INCREASE OCCUPANCY SEE FOOTNOTES TYPE V [] c 3 F 906.2 GENERAL REQUIREMENTS MIQMOUNTAIN MATERIALS CLASSIFICATION PER TABLE 506.3.3 IS 25% 76DO 5TH AVENUE SOUTH 8 PORTABLE FIRE EXTINGUISHERS SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH THIS SECTION AND NFPA 10. SEATTLE,VIA 98108 n° B S1 36,000 CONTACT:GARY MOFFIT `o.3 [F]906.3 SIZE AND DISTRIBUTION F-2 S1 52,000 F-2: 52,000 X.25=13,000 <EY PLAN E v SO TOTAL ALLOWABLE BUILDING AREA IS THE SIZE AND DISTRIBUTION OF PORTABLE FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH SECTIONS 906.3.1 THROUGH 906.3.4. S-1 S1 52,000 52,000+13,000=65,000 S.F. c y COMMENTS:THE FIRST LEVEL IS 60,000 S.F..-SEE CALCULATIONS FOR INCREASED AREA IN NEXT SECTION,506.3 FRONTAGE INCREASE. LIGHT(Low) ORDINARY EXTRA(High) HAZARD (Moderate) HAZARD 07/77 m o OCCUPANCY HAZARD OCCUPANCY c m 506.3 FRONTAGE INCREASE OCCUPANCY G8 EVERY BUILDING SHALL ADJOIN OR HAVE ACCESS TO A PUBLIC WAY TO RECEIVE AN AREA FACTOR INCREASE BASED ON FRONTAGE. AREA MINIMUM-RATED SINGLE 2-Ac 2-A 4-A° �-? FACTOR INCREASE SHALL BE DETERMINED IN ACCORDANCE WITH SECTIONS 506.3.1 THROUGH 506.3.3. EXTINGUISHERo sneer NAME 3 506.3.1 MINIMUM PERCENTAGE OF PERIMETER CODE ANALYSIS MAXIMUM FLOOR AREA 3,000 S.F. 1,500 S.F. 1,000 S.F. o To QUALIFY FOR AN AREA FACTOR INCREASE BASED ON FRONTAGE,A BUILDING SHALL HAVE NOT LESS THAN 25 PERCENT OF ITS PERIMETER PER UNIT OF A ON A PUBLIC WAY OR OPEN SPACE. SUCH OPEN SPACE SHALL BE EITHER ON THE SAME LOT OR DEDICATED FOR PUBLIC USE AND SHALL BE ACCESSED FROM A STREET OR APPROVED FIRE LANE. m o MAXIMUM FLOOR AREA 506.3.2 TO QUALIFY FOR AN AREA FACTOR INCREASE BASED ON FRONTAGE,THE PUBLIC WAY OR OPEN SPACE ADJACENT TO THE BUILDING FOR EXTINGUISHER 11,250 S.F. 11,250 S.F. 11,250 S.F. a°c PERIMETER SHALL HAVE A MINIMUM DISTANCE(W)OF 20 FEET MEASURED AT RIGHT ANGLES FROM THE BUILDING FACE TO ANY OF THE .°N SCALES AS NOTED FOLLOWING: o �M-AZMUMTIGT TANCE OF75 FEET 75 FEET 75 FEET 1. THE CLOSEST INTERIOR LOT LINE. EXINGUISHER SHEETNUMBER E Tyi 2. THE ENTIRE WIDTH OF A STREET,ALLEY,OR PUBLIC WAY. c 3. THE EXTERIOR FACE OF AN ADJACENT BUILDING ON THE SAME PROPERTY. A0 O r O°¢ THE FRONTAGE INCREASE SHALL BE BASED ON THE SMALLEST PUBLIC WAY OR OPEN SPACE THAT IS 20 FEET OR GREATER,AND THE COMMENTS:THIS BUILDING WILL HAVE 20 FIRE EXTINGUISHERS. ■ x PERCENTAGE OF BUILDING PERIMETER HAVING A MINIMUM 20 FEET PUBLIC WAY OR OPEN SPACE. U F N COPYRIGHT SCR ARCHITECTS t0 X THE 2021 UNIVERSAL PLUMBING CODE (ABBREVIATED ON THIS SHEET AS UPC) AND ❑0 SCR I Architects U. ANSI A117.1-2017 ARE BOTH CURRENTLY ADOPTED BY THE STATE OF WASHINGTON IN 24" 1221 E.Pike St. Suite 205 w MIN. Seattle,WA 98122 j L L ARCHITECT/CONSULTANT SEAL o I'-OR -0"1 '-0" SD SCD HD PTD SND RN °o MIN. MIN. MIN. a - eels e REGISTERED ? 15" 0❑ oo AR ITECT c� n e o o 03 Q _ I T o u' O xx XX XX Scott Aan Connor I Z Z Q o f Q Q M STATE OF WASHINGTON v o TIPSNR �zo � o oo oD c' z ® co tO co - ao L (V FINISH FLOOR ADJACENT TOILET COMPARTMENTS ADJACENT URINAL901LET PAPER DISPENS919ITARY RECEPTACLE MIRROR SOAP DISPENSER SEAT COVER SANITARY NAPKIN ROOM NUMBER ELECTRICAL THERMOSTAT FIRE ALARM FIRE WHITE BOARD STANDING CLOCK SPEAKER MOP RACK UPC SECTION 402.5 UPC SECTION 402.5 ANSI A117.1-2017 ANSI A117.1-2017 ANSI A117.1-2017 ANSI DISPENSER HAND DISPENSER ANSI RECEPTACLE, LIGHT SWITCH, HORN, VISIBLE EXTINGUISHER TACK BOARD DRINKING DRAWN By: BfIIV SECTION 604.7 SECTION 308 SECTION 603.3 A117.1-2017 DRYER, PAPER ANSI A117.1-2017 CATV, OR OR FIRE ALARM SIGNAL, OR CABINET ANSI FOUNTAIN SECTION 308 TOWEL A117.1-2017 SECTION 703 TELEPHONE PULL STATION COMBINATION ANSI A117.1-2017 ANSI CHECKED BY: C.R. DISPENSER SECTION 308 OUTLET ANSI ANSI A117.1-2017 SECTION 308 A117.1-2017 APPROVEDBY: C.R. ANSI ANSI A117.1-2017 A117.1-2017 SECTION 308 SECTION 602.4 1 RECOMMENDED MOUNTING HEIGHTS A117.1-2017 A117.1-2017 SECTIONS 308 SECTIONS 702, 3/8"= _-0" SECTION 308 SECTION 309 AND 702 AND 11.06.2- 1106.4.4 CLEAR FLOOR SPACE CIRCULAR SPACE T-SHAPED TURNING SPACE SECTION 306: KNEE AND TOE CLEARANCE 305.3.1 NEW BUILDINGS AND FACILITIES. IN NEW BUILDINGS THE CLEAR FLOOR THE TURNING SPACE SHALL BE A CIRCULAR THE TURNING SPACE WITHIN A 64" MINIMUM SQUARE, 306.1 GENERAL. WHERE SPACE BENEATH AN ELEMENT VERTICAL CHANGE IN LEVEL (A) SPACE SHALL BE 52" MINIMUM IN LENGTH AND 30"MINIMUM IN WIDTH. SPACE WITH A 6-INCH MINIMUM DIAMETER. WITH ARMS AND BASE 38 INCHES MINIMUM WITH WIDTH IS INCLUDED AS PART OF THE CLEAR SPACE AT AN CHANGES IN LEVEL OF 1 4"MAXIMUM IN HEIGHT SHALL FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A SLOPE NOT STEEPER THE TURNING SPACE SHALL BE PERMITTED EACH ARCH OF THE T-BAR SHALL BE CLEAR OF ELEMENT, CLEARANACE AT AN ELEMENT, OR A BE PERMITTED TO BE VERTICAL. _ � THAN 1:48 AND SHALL COMPLY WITH SECTION 303 CHANGES IN LEVEL. TO INCLUDE KNEE AND TOE CLEARANCE OBSTRUCTIONS 12 INCHES MINIMUM IN EACH DIRECTION, TURNING SPACE, THE SPACE SHALL COMPLY WITH 4"MAXIMUM ONE FULL, UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE SHALL ADJOIN OR COMPLYING WITH ANSI 117.1-2017 SECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 SECTION 306. ADDITIONAL SPACE SHALL NOT BE OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE. 306 INCHES MINIMUM. PROHIBITED BENEATH AN ELEMENT, BUT SHALL NOT 5,_„ BE CONSIDERED AS PART OF THE CLEAR FLOOR O SEE SECTION 305.7 FOR "CLEAR FLOOR SPACE IN AN ALCOVE." 64"MINIMUM SPACE OR TURNING SPACE. Q BEVELED CHANGE IN LEVEL /� — �\ � — — — — � _ CHANGES IN LEVEL GREATER THAN 1/4" IN HEIGHT AND (B) NOT MORE THAN 1/2"MAXIMUM IN HEIGHT SHALL BE 2'-6„ I I iv (� BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. SEE(B) a 30"MIN. co = Z AND (C) AND SECTION 302: FLOOR SURFACES IN THE (— — 8"4IN. o ICC A117.1-2017 STANDARD. I m_ _j i I /iE� z L� 1O o J 0Cn RAMPS AND BLENDED TRANSITIONS v N Im 19 U I 5'_7" / - zCHANGES IN LEVEL GREATER THAN 1/2" IN HEIGHT —SHALL BE RAMPED AND SHALL COMPLY MTH ICC ANSIJ MINIMUM - DIAMETER FOR NEW 11" 3'-6" 11" 117.1-2017 SECTION 405 OR 406. L_ — L BUILDINGS(60" EXISTING BUILDINGS) 42"MINIMUM 11" 6" SECTION 307: PROTRUDING OBJECTS w SIZE OF CLEAR FORWARD APPROACH PARALLEL APPROACH MIN. MAX. FLOOR SPACE CIRCULAR SPACE THE TURNING SPACE SHALL BE PERMITTED TO INCLUDE Q KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 2 CHANGES IN LEVEL 3 CLEAR FLOOR SPACE n SIZE OF TURNING SPACES 306 ARM.ONLY AT THE END OF EITHER THE BASE OR ONE 5 KNEE AND TOE CLEARANCE 8 LIMITS OF PROTRUDING OBJECTS Z N 6"=1'-0" 3/8"=1'-0" 3/8"=1'-O" 3/8"=1'-0" 3/8"=1'-0" QLLI SECTION 308: REACH RANGES SECTION 308: REACH RANGES SECTION 308: REACH RANGES SECTION 308: REACH RANGES SECTION 308: REACH RANGES Z >< Q 308.2 FORWARD REACH. 308.2.2 OBSTRUCTED HIGH REACH. WHERE A HIGH FORWARD REACH IS OVER AN 308.3 SIDE REACH. 308.3.2 OBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR SPACE COMPLYING 308.3.2 OBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR SPACE I z O 308.2.1 UNOBSTRUCTED. WHERE A FORWARD REACH OBSTRUCTION, THE CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 AND KNEE AND TOE 308.3.1 UNOBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE COMPLYING WITH SECTION 305 ALLOWS A PARALLEL APPROACH TO O 0 IS UNOBSTRUCTED, THE HIGH FORWARD REACH CLEARANCE COMPLYING WITH SECTION 306 SHALL EXTEND BENEATH THE ELEMENT FOR A WITH SECTION 305 ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, w SHALL BE 48 INCHES MAXIMUM AND THE LOW DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. EDGE OF THE CLEAR FLOOR SPACE IS 10 INCHES MAXIMUM FROM THE ELEMENT, SHALL BE 34 INCHES MAXIMUM ABOVE THE FLOOR AND THE DEPTH OF THE THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAXIMUM FORWARD REACH SHALL BE 15 INCHES MINIMUM THE HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW SIDE REACH OBSTRUCTION SHALL BE 24 INCHES MAXIMUM. ABOVE THE FLOOR AND THE DEPTH OF THE OBSTRUCTION SHALL BE �fr ABOVE THE FLOOR. SHALL BE 15 INCHES MINIMUM ABOVE THE FLOOR. 24 INCHES MAXIMUM. a p�Q (A) iF: (A) (B) ABSOLUTE CLEAR WIDTH OF OPENING PROJECT NO. INCLUDING DOOR, JAMB, AND HARDWARE 2308 TO BE 32" MINIMUM, TYPICAL. ISSUE DATE 2024-09-03 s p I CURRENT REVISION Q N N N z 18" MIN. CLEARANCE BEYOND STRIKE PERMIT SUBMITTAL o ``♦♦♦ JAMB ON SWING SIDE OF DOOR DRAWING PLOT DATE0 o a? � o0 7� Z-8" 2024-09-0 3 MIN. REVISION DATE c? i✓U - m o.Ndt& g o.0 1'-8" 20"-25" --A 10". MA .10" 10"-24" MA UNOBSTRUCTED FORWARD CLEAR AREA AT DOOR FRONT APPROACH N m REACH ELEVATION �QLSTRUCTED HIGH FORWARD REACH ELEVATION UNOBSTRUCTED SIDE REACH ELEVATION �„ TRUCTED HIGH SIDE REACH ELEVATION /H1 PULL SIDE 3/8"=1'-0" 3/8"=1'-0" J 3/8"=1'-0" 3/8"=1'-0" I I 3/8"=1'-0" OMERA""Ao"RESS: `0 3 MI-MOUNTAIN MATERIALS w N _ 7E00 AVENUE SOUTH SEATTLETLE,WA 98108 CONTACT:GARY MOFFIT 3 2'-8" ♦ FIGURE 404.2.3.2(D)MANEUVERING CLEARANCE AT MANUAL FIGURE 404.2.3.2(E)MANEUVERING CLEARANCE AT MANUAL 2'-6,,. ♦ FIGURE 404.2.3.2(G) MANEUVERING CLEARANCE AT MANUAL 2'8" ` EYPLAN o MIN. SWINGING DOORS SWINGING DOORS SWINGING DOORS -" — — HINGE APPROACH - PULL SIDE HINGE APPROACH - PULL SIDE I— — LATCH APPROACH - PULL SIDE — — N o 2 I *54" MINIMUM IF CLOSER IS PROVIDED I I g d I 4 I F BOTH CLOSER AND z I L —L — J — —I— L - Z SHEET NAME o o _ _ 2'-0" OORWAY z _ L_ — —I ATCH ARE PROVIDED I I I DOORWAY Z-O" DOORWAY ' o 24" MIN. WIDTH o m �� ACCESIBILITY WIDTH MIN. WIDTH 1 ' `♦♦♦ T-0" `♦♦♦ T-6" FIGURE 404.2.3.2(F� MANEUVERING CLEARANCE AT MANUAL SWINGING `♦♦♦ 2'0" DIAGRAMS FIGURE 404.2.3.2(B)MANEUVERING CLEARANCE AT MANUAL 36"MIN. 42" MIN. DOORS `� MIN. FIGURE 404.2.3.2(H)MANEUVERING CLEARANCE AT MANUAL d SWINGING DOORS HINGE APPROACH - PUSH SIDE SWINGING DOORS -o 2'-8" 2'-8" 2'-8" - FRONT APPROACH - PUSH SIDE- NEW BUILDINGS F BOTH CLOSER AND LATCH ARE PROVIDED MIN. LATCH APPROACH - PUSH SIDE - IF BOTH CLOSER AND LATCH ARE PROVIDED SHEET NUMBER *48"CLEAR MINIMUM IF CLOSER IS PROVIDED q0 04 t CLEAR AREA AT DOOR-FRONT APPROACH CLEAR AREA AT DOOR-HINGE CLEAR AREA AT DOOR-LATCH CLEAR AREA AT DOOR-LATCH „< H7 PU' S n CLEAR AREA AT DOOR-HINGE APPROACH PULL SIDE n APPROACH PUSH SIDE 15 APPROACH PULL SIDE 18 APPROACH PUSH SIDE ■ 3/8 1"0 3/8"=1'-O" U 3/8"=1'-O" 3/8"=1'-O" 3/8"=1'-0" I COPYRIGHT SCR ARCHITECTS i0 W SCR I Architects 1221 E.Pike St. Suite 205 w — — — — — — — — — Seattle,WA 98122 j ARCHITECT/CONSULTANT SEAL o a 8879 REGISTERED z AIT�ECT o CODE REVIEW — OCCUPANT LOAD AND EXITING 5cat1 '�' STATE OF�WASHINGTON ROOM NAME ROOM NUMBER AREA OF DESIGNATED USE(DEFINED IN OCCUPANT OCCUPANT 2 EXITS NOTES ROOM 2018 WA IBC TABLE 1OD4.5) LOAD LOAD ARE EXISTING S.F. FACTOR REWIRED LUNCH ROOM -- 1,513 GROSS A-3: ASSEMBLY UNCONCENTRATED(TABLES AND CHAIRS) 15 NET 50+/- YES -787 S.F.NET TESTING AREA EXISTING OFFICE 68 B: BUSINESS AREAS 150 GROSS 1 NO 0 EXISTING OFFICE -- 129 B: BUSINESS AREAS 150 GROSS 1 NO ENTRY O EXISTING OFFICE -- 73 B: BUSINESS AREAS 150 GROSS 1 NO VESTIBULE EXISTING OFFICE — 129 B: BUSINESS AREAS 150 GROSS 1 NO El DRAWN BY: aMV EXISTING SERVER ROOM -- 92 S: ACCESSORY STORAGE AREAS 300 GROSS 1 NO CHECKED BY: C.R. EXISTING OFFICE -- 132 B: BUSINESS AREAS 150 GROSS 1 NO ENTRY VESTIBULE APPROVED BY: C.R. EXISTING OFFICE -- 144 B: BUSINESS AREAS 150 GROSS 1 NO EXISTING ENTRY -- 212 B: BUSINESS AREAS 150 GROSS 2 NO 2,a92 / TOTALS FIRE AREA 59 YES - 1 LL _,_ LUNCH ROOM 1 1,513 S.F. / Q LEGEND 50 1 / - CLASSROOM ROOM NAME AND SQUARE FOOTAGE ' 7j� — / — — — — — — — — — — — U 640 S.F. - - - - - - - 0 OCCUPANCY DESIGNATION O / J 15 TOTAL OCCUPANT LOAD FOR ROOM / VENDING EXISTING OFFICE MACHINES EXISTING OFFICE N 1 0 129OS.F. J DESIGNATED EXIT 1 �/ 68OBS.F I © Q a w W OCCUPANT LOAD FOR EACH EXIT 1 1 < H w — — — — — ACCESSIBLE PATH 1 1 Q 11 r1l I/ 1 ZN E Z W ccoo `/ FASTING OFFICE a Z ❑ I EXISTING OFFICE I O W Q TRASH + 1 / S. 1 129 S.F. Z Q RECYCUE ; 0 O O 0 1 I z ccoo0 1 / L 1 s Go 1 / I o Q - - - - - - - - - � - _ - EXISTING- - SERVER ROOM ; PROJECT NO. ------- �/ 92OS S.F. EXISTING OFFICE ISSUE DATE 132 S.F. 2o2N4—osONo3 ® --- PERMIT SUBMITTAL ' 1 DRAWING PLOT DATE 2024-09-03 QREVISION IDATE / + i DIAG �j t ON �S-66E AL DITANC B€TW 6" — — — — — — — — — — 1 �J 25 L DISTANCE BETWEEN EXISTING ENTRY 1 °NERANDAGORESS I �'� J EXITS 88'-5" 0 / I MID-MOUNTAIN MATERIALS 212 S.F. 76005TH AVENUE SOUTH t SEAPLAIN WA 98108 a o CONTACT:GARY MOFFIT E ISTING-OFFICE I PLAN c L 144 S.F. ------------- m o �1 ----------- t n ao / 10 - - - - - - - -I - - - - - - - - - - - - - - — - - 10 32 _ — r j 1 SHEET NAME 3s FIRST FLOOR EXITING PLAN C B A 'd= SCALE AS NOTED 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL W SHEET NUMBER OFFICE FIRST FLOOR EXITING PLAN Et N 1 A0.05 o .a: 1/4" = 1'-0" zU F-N COPYRIGHT SCR ARCHITECTS i° W SCR I Architects 1221 E.Pike St. Suite 205 w _ _ _ _ _ _ _ _ _ _ _ _ _ _ =r _ _ _ _ _ _ _ _ _ _ _ Seattle,WA 98122 ARCHITECT I CONSULTANT SEAL CJ OUTLINE OF EXISTING 4'AT-1" FIRST FLOOR WALLSrERcrD o CODE REVIEW — OCCUPANT LOAD AND EXITINGaR""GTON — OF�WASHIN ROOM NAME ROOM NUMBER AREA OF DESIGNATED USE(DEFINED IN OCCUPANT OCCUPANT 2 EATS NOTES ROOM 2D18 WA IBC TABLE 1OD4.5) LOAD LOAD ARE (S.F.) FACTOR REWIRED OFFICE -- 169 B: BUSINESS AREAS 150 GROSS 2 NO OFFICE -- 126 B: BUSINESS AREAS 150 GROSS 1 NO OFFICE -- 288 B: BUSINESS AREAS 150 GROSS 2 NO EXISTING OFFICE -- 203 B: BUSINESS AREAS 150 GROSS 2 NO EXISTING OFFICE -- 193 B: BUSINESS AREAS 150 GROSS 2 NO DRAWN BY: aMV EXISTING OFFICE -- 139 B: BUSINESS AREAS 150 GROSS 1 NO CHECKED BY: C.R. EXISTING OFFICE -- 390 1 B: BUSINESS AREAS 150 GROSS 3 NO HATCH INDICATES NEW EXISTING OFFICE -- 228 B: BUSINESS AREAS 150 GROSS 2 NO WALL, TYPICAL APPROVED BY: C.R. EXISTING COMPUTER ROOM -- 110 B: BUSINESS AREAS 150 GROSS 1 NO OPEN OFFICE -- 543 B: BUSINESS AREAS 150 GROSS 4 NO EXISTING OFFICE -- 110 B: BUSINESS AREAS 150 GROSS 1 NO 2,600 OUTLINE OF EXISTING TOTALS FIRE AREA 21 NO FIRST FLOOR WALLS I I I OFFICE OFFICE OFFICE 0 288OS.F. 169 S.F. 126 S.F. 0 0 0 0 LEGEND CLASSROOM ROOM NAME AND SQUARE FOOTAGE 640 S.F. - - - - - - - - - - - - - - - - - - 0 OCCUPANCY DESIGNATION J 15 TOTAL OCCUPANT LOAD FOR ROOM EXISTING OFFICE ❑ ❑ J 110 S.F. DESIGNATED EXIT © OPEN OFFICE EXISTING OFFICE Q ❑ ❑ O a w 543 S.F. 203 S.F. W < OCCUPANT LOAD FOR EACH EXIT O Q w — — — — — ACCESSIBLE PATH c ❑ G 0 M Z 111 N Z Q Z >� 1 =Z �.❑ 0 I—o a a a ❑ ❑ w a CV-I 'Moo of °O a — — — — — — — — — — — — — — PROJECT NO. EXISTING 2308 EXISTING OFFICE COMPUTER ROOM ISSUE DATE o „❑ 228OS F. © 2024-09-03CURRENT REVISION ❑ PERMIT SUBMITTAL 1 EXISTING OFFICEAT 2024-09 03 2 193 S.F.< © REVISION IDATE of d 0 2 _ ` * - 2 N= 4'-4 3/4" 10 IINIR AD C. MIOEMCONTAIN MATERIALS 7600 5TH AVENUE SOUTH d EXISTING OFFICE 1 sEATTLE.WA seloe a o LEICONTACT:GARV MOFFIT a'3 390 S.F. PLAN E a 0 EXI TING OFFICE OPEN TO BELOW 1139OS.F. pO do tr o C SHEET NAME MEZZANINE LEVEL EXITING PLAN m o v 'd u, SCALE AS NOTED 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL 'E OFFICE MEZZANINE LEVEL EXITING PLAN SHEET NUMBER .= 1 mo o N 1/411 = 1'-0EE AO.06 zw F-f� COPYRIGHT SCR ARCHITECTS iD M .. 88° 50'41 E SCR I Architects w .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. N I 1221 E.Pike St. Suite 205 477.42' Z Seattle,WA 98122 w 7 ARCHITECT/CONSULTANT SEAL U I 4 8879 I RnGISTERED ? I o AR ITECT ZI 5'-0" WIDE Scotl Connor I _i STATE OF WASHINGTCN ISIDEWALK I I I - ASPHALT 149'-3" DRAWN BY: amv 0 CHECKEDBY: C.R. I APPROVEDBY: C.R. I I I S-0" WIDE ° N PLANTING 81-0 `� Q0 � c0 BURLINGTON NORTHERN I STRIP o I RAILROAD 2s'—o° z p I ° DOCK HIGH I I LOADING = N RAMPS V �c9 �00 1 ° o J I o ROOF J z f' ° �XTENSION Q 67'-6" 260'-8" I I LV < Q w I I Z ZN W LU N = Q � Co I ° wQ CD a z I w F— o cD C7 z Z = .42' C' w ooly- 47 Q I g PROJECT NO. I ° 2308 I I 06 ISSUE DATE 2024-09-03 I CURRENT REVISION ° S 88 48 48 E PERMIT SUBMITTAL I DRAWING ` A140.40' 024�09 0 3 a 4 I REVISION I DATE rU N V) n O ❑� I I 20'-0" WIDE GREEN BELT dN ° oWHERANOAoREss: w Cfl MIPMOUNTAIN MATERIALS �£ 76DO 5TH AVENUE SOUTH O STLE,WA 981 a o I O r� CONEATTACT:GARV M86OFFIT L I 3 EY PLAN E y I I Z N ` I MAIN T BIT, 1 PLOT PLAN I 1"=30'-0"+/- 0 5 20-0 100-0° I BUILDING t r I ENTRY 5-0" WIDE PLANTING STRIP I A?�� SHEET NAME 3 I 290.00' PLOT PLAN 188TH ST. NORTHEAST SCALES AS NOTED -ESHEET NUMBER ;z i N< A1 .01 rU F N COPYRIGHT SCR ARCHITECTS f0 SCR Architects w 1221 E.Pike St. Suite 205 ---i ---i ---i — �— — — — — — — — — — — — — — — gyp— — — — — — Seattle,WA98122 ❑ } } t ARCHITECT/CONSULTANT SEAL O a aa7s Z Fl REGIST AR ITECTERED o a 1 sron caR o, A4.01 A4.01 A4.02 srnrE of wASHINCTON I I I II I I I I I II I I DRAWN BY: amv CHECKEDBY: C.R. APPROVED BY: C.R. I I I I �r - - -IF - - - - - - - - - - CUT EXISTING LAB ON I CUT EXISTING SLAB ON GRADE FOR NEW GRADE FOR NEW H FOOTING- SE FOOTING- SEE n STRUCTURAL D AWINGS STRUCTURAL DRAWINGS I I I I II I III O I II I I II I 0 II I I I II I = F-F- - - - -� — � - - ® - - - - � — I I I � - - - - � � - - I � z J F — _ � � I I I I III I � I II Ll a_ I II w Q af II a UJI af oo LU - - - - � 7 a o Lo Z cN co ----------11 -I - - - - t - - - == - - z7 - - =F - - - - - P NO. 2so$ ISSUE DATE � T� ----------� 2024-09-03 1 CURRENT REVISION r PERMIT SUBMITTAL — DRAWING PLOT DATE ma L� — III h 2024-09-03 `o< REVISION DATE =H LJ - - - - - - - - - - - - - - - - _ - -= - - - - -I - - - - � - - - - - - - - - - - � - - N� u N MTERIALSom 76005TH AVENUE SOUTH 0 5 sEArnE,wA sfilo6 n o CONTACT:GARY MOFFIT c3 KEY PLAN ------------- E c Ea o �a II I I I II I + lI + C 3 — — — — — — — — — — — — 1— — — — — — — — — — — — — — — — — — — — — — — — SHEET NAKIE \J FOUNDATION d DEMOLITION PLAN 'd= SCALE AS NOTED 9a 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL N OFFICE FOUNDATION DEMOLITION PLAN SHEET NUMBER 1/4" = 1'-0" Az �� • rU F V) I COPYRIGHT SCR ARCHITECTS i° SCRI Architects w 1221 E.Pike St. Suite 205 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � Seattle,WA 98122 7 5 ARCHITECT/CONSULTANT SEAL a as7s Q I I I I I III I I I aR aT' Z l scan C O 1 STATE OF WAS—0,HINGTON A4.01 A4.01 I I I I A4.02 I I EXISTING TESTING AREA DRAWN BY: amV CHECKED BY: C.R. APPROVED BY: C.R. I II � I II I I I ® I I I I I I O T O REMOVE THIS \\ // fDOOR AND = ______ N FILL J EXISTING OFFICE II o III 68 S.F. EXISTING OFFICE Q EXISTING LUNCH 1299 S.F ROOM W _o Q = Z w N Q rn EXISTING OFFICE W Q 0 EXISTING OFFICE Z Q 73 S.F. r_-- 129OS.F. Q O $ W Z p w � oO g a — — — — — — — — — — — — — — — — — — — — — — — — —I — FXISTING— —____------ SERVER ROOM PROJECT No. ------------ III 0 2 92 S.F. ISSUEUE DATE -------- III EXISTING OFFICE 2024-09-03 0 CURRENT REVISION ® 132 S. DRAA AWING P SUBMITTAL ,� II 2024AT —09-03 `o /' uil " REVISION I DATE ° ------- -------� 4L --- t� I I I -o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �� r -- w a� 760050TH AVENUNESOUTH S n EXISTING o �I __ J J \ j \ OENTRY CONTACT:WGARYMOFFIT -- m 212 S.F.°3 ISTING OFFICE PLAN E u2- 0 ----------- 139 S.F. ----------- °° ----------- �o II tr II II I II II II � SHEET NAME 3 `l FIRST FLOOR DEMOLITION PLAN SCALE AS NOTED 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL W SHEET NUMBER OFFICE FIRST FLOOR DEMOLITION PLAN .= N 14A2.01 Zo zU F-N COPYRIGHT SCR ARCHITECTS i° SCRI Architects w 1221 E.Pike St. Suite 205 w — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Seattle,WA 98122 UARCHITECT/CONSULTANT SEAL OUTLINE OF EXISTING 8879 REGISTERED Z FIRST FLOOR WALLS AR IrEcr 0 w 0 A4.01 A4.01 A4.02 srATe of wASHiNcioN I I I I I DRAWN BY amV CHECKEDBY: C.R. APPROVED BY: C.R. I I I OUTLINE OF EXISTING FIRST FLOOR WALLS OFFICE OFFICE OFFICE 0 169 S.F. 26 ES.F. 288 S.F. O O ------ ----------- Z J Co J EXISTING OFFICE OPEN OFFICE I I I Q EXISTING OFFICE 110O S.F. 543OS F. 203OS F. W V) Q LU Oco Z Z LLIN Z Q Z Q� O H o p(D U O ❑ 04 z_ w 00 J o g°�a PROJECT NO. EXISTING COMPUTER 2308 EXISTING OFFICE ROOM ISSUE DATE o 11� 2024-09-03 228 S.F. CURRENT REVISION PERMIT SUBMITTAL Ld EXISTING OFFICE DRAWING PLOT DATE of93�s F. 2024-09-03ma REVISION I DATE v m 2 yN I I I I I R AND ADDRESS g 3 MIDE-MOUNTAIN MATERIALS 76005TH AVENUE SOUTH L EXISTING OFFICE SEATTLE,WA 98108 ao LEICONTACT DARV MOFFIT a'3 390 S.F. PLAN u 2 OPEN TO BELOW - EXISTING OFFICE 139E S.F. m ao o tr go - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - 1 - - - - - - - - - - C 3 O SHEET NAME MEZZANINE LEVEL DEMOLITION PLAN SCALE AS NOTED - 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL OFFICE MEZZANINE LEVEL DEMOLITION PLAN SHEET NUMBER I = N 1 A2.02 1/41' = 1'-0" zU F-N COPYRIGHT SCR ARCHITECTS f° W A4.01 A401 A4102 ,.SCR I Architects 1221 E.Pike St. Suite 205 i---i i---i i---i Seattle,WA98122 U } } ARCHITECT/CONSULTANT SEAL 8879 a Z REGISTERED AR ITECT-- w a srott coR�o, O STATE OF�WASHINGTGN I I I I I I I I I I I DRAWN BY: amy CHECKEDBY: C.R. APPROVED BY: C.R. I I I I I I I I I FIRST FLOOR WALLS SHOWN, TYPICAL I I I I I I I I O SEE STRUCTURAL- - - - - - - - - - - - - - - - - - — — — DEAWllJM O 4 Z I I I ® I � J cn w Q af I I aLU af O" Z LLI N ❑ Q Z rn z Q� Z 0 �1.-0 W'Lo Z I2 QcN G°o J � � °r a — — — — — — — — — — — — — — — — — — — 3 PROJECT NO. ---------- 2308 ISSUE DATE 2024-09-03 ---------- CURRENT REVISION PERMIT SUBMITTAL DRAWING PLOT DATE --- 2024-09-03 °2 REVISION IDATE rU 20 D`a? MIDE-MOUNTAIN MATERIALS d L 8EATTLE,WAN98708 UTH a0 3 ----------- KEY PTLAN GARV MOFFIT 2 ------------- "O do tc —lI — — —c — — — — — — — — — — 3 + sHEET IvnniE FOUNDATION PLAN �d d� 'd= SCALE AS NOTED 9a 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL N OFFICE FOUNDATION PLAN SHEET NUMBER o • rU F V) I COPYRIGHT SCR ARCHITECTS i0 ZL W A4.01 A4.01 A4102 SCR I Architects 1221 E.Pike St. Suite 205 w - - - - - - - - - - - - - - - - - - - - - - - J - � Seattle,WA 98122 U ARCHITECT/CONSULTANT SEAL a 8879 < Z ' REGISTE AR ITECT Scott Connor O STATE OFoWASHINGTON I I I EXISTING TESTING AREA 0 I I DRAWN BY: amV L�j ! CHECKEDBY: C.R, ENTRY APPROVED BY: C.R. ESTIBULE (LUNCH ROOM Lj 1 403OS F. O DOOREMOVAND'S R = - NFILL VENDING EXISTING OFFICE HXISTING OFFICE O J MACHINES N �} 68 S.F.Fir AND DOORS 2OF Q aV) LU O" 04 NEW WALL Z w co EXISTING OFFICE EXISTINGOFFlCE Z O Q TRASH + 0 29 S.F. Z Q RECYCLE 73 S.F. Z � I Z w C� DoOf J - - - - — - - — g FXISTING- - - - — - - — - - c �Q a SERVER ROOM 3 PROJECT NO. 2308 ---------- 92OS S.F. MISTING OFFICE ISSUE DATE ---------- �I 132 S.F. 2024-09-03 CURRENT REVISION ® PERMIT SUBMITTAL DRAWING PLOT DATE --- 2024-09-03 ma a S REVISION IDATE K 21 n NEW dN OR t �P - +INEW ttS- - - - - � - -Nc - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISINGENTRY MIDEM w d �12OS.F. 76005OTH AVENUNE SOU HS SEATTLE,WA 98108 aL CONTACT:GARV MOFFIT 3 (STING OFFICE ------- PLAN E E.2 n n 144 S.F. o _--------- I I I I I ----------- I m m o t n J UP aoo — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r — — l 1 SHEET NAME o �l FIRST FLOOR PLAN PHASE 1 'd= SCALE AS NOTED - 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL W SHEET NUMBER OFFICE FIRST FLOOR PLAN .= N 1 A2. 11 Zo zU F-N COPYRIGHT SCR ARCHITECTS r17 T 1-1 T�=i=�T� =�r7= x 1 1 N A4.01 A4.01 I uF� A4.02 SCR Architects F LIB L L II 1 J- J-L = L]11L1221 E.Pike St. Suite 205 J - - -- Seattle,WA 98122 U ARCHITECT/CONSULTANT SEAL 11 POSSIBLE FUTURE 8879 REGISTERED Z STAIR LOCATION AR IrEcr 0 � scan Connor O STATE OF�WASHINGTON I I I EXISTING TESTING AREA 0 I � I DRAWN BY amv ENTRY CHECKEDBY: C.R. VESTIBULE APPROVED BY: C.R. II I I I I I I (LUNCH ROOM 1403SF O REMODOORVAND'S = NFILL VENDING HXISTING OFFICE J MACHINES EXISTING OFFICEN �} 68 S.F. AND DOOR NEW E 2OF Q V) a LU m co 04 Z =1 NEW WALL EXISTING OFFICE EXISTING OFFICE � Z Q TRASH + 0 129 S.F. Z Q RECYCLE 73 S.F. Z I I qn 01 1 z w CC3 DoOof J - - - - — - - — FXISTING- - - - — g SERVER ROOM 3 PROJECT NO. ---------- 92OS S.F. MISTING OFFICE ISSUE DATE 10---------- �I 1 132 S.F. 2024-09-03 CURRENT REVISION ® PERMIT SUBMITTAL DRAWING PLOT DATE --- 2024-09-03 a 2 REVISION IDATE K 2 m n� NEW DOOR dN t -�jP - + -AND WALLS - - - - - -Nc - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISINGENTRY MIDEM w d �12OS.F. 76005OTH AVENUNE SOU HS SEATTLE,WA 1"M0' aL CONTACT:GARV MOFFIT 3 (STING OFFICE ------- PLAN E E.2 n n 144 S.F. o L _--------- I I I I I ----------- I m m o t n J UP o m — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r — — l 1 SHEET NAME o �l FIRST FLOOR PLAN E c c I B + PHASE 2 A 'd= SCALE AS NOTED - 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL W SHEET NUMBER OFFICE FIRST FLOOR PLAN o= N 1 A2. 12 1/4" = 1'-0" zU F-N COPYRIGHT SCR ARCHITECTS W Aa.o� A4.01 7SCR I Architects N 1221 E.Pike St. Suite 205 w — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Seattle,WA 98122 U ARCHITECT/CONSULTANT SEAL OUTLINE OF E IG ae7s FIRST FLOORNALLSSTIN aR ISiTEcr Z K 0 STATE OF WASHINGTON I I I I I I I I I I DRAWN BY: amy CHECKEDBY: C.R. APPROVED BY: C.R. I I I I I I I I OUTLINE OF EXISTING FIRST FLOOR WALLS OUTLINE OF NEW FIRST FLOOR WALLS BELOW O I I I = z J OPEN OFFICE N EXISTLEFFI E 0 Q 543 S.F. E ISTING OFFICE 110 S.F. 0 N 194 S.F. W Q LU I I a H Z Z N Q LU co z >� o H DOWN I._U W o Z w 5 000❑ C) g a PROJECT NO. EXISTING COMPUTER 2308 EXISTING SSUE DATE OFFICEROOM 2024-09-03 228 S.F. 110 S.F. CURRENT REVISION PERMIT SUBMITTAL EXISTING OFFICE DRAWING PLOT DATE ma 1 ® 2024-09-03 2 193 S.F. °S REVISION I DATE 1=U v m 2 m� DOWN 8 3 MIDE-MOUNTAIN MATERIALS 7600 5TH AVENUE SOUTH d` EXISTING OFFICE sEATTLC E.WA sBio6 n o LEICONTAT:.ARVMOFFIT a'3 390 S.F. KEY PLAN 1.0 n EXI TING OFFICE OPEN TO BELOW 11399 F. I m tr I I I i� Cc — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SHEET NAME MEZZANINE LEVEL FLOOR PLAN E D c B n PHASE ONE 'd= SCALE AS NOTED 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL OFFICE MEZZANINE LEVEL FLOOR PLAN - PHASE 1 SHEET NUMBER E2 N 1 A2. 13 1/4" = 1'-0" zU F-N COPYRIGHT SCR X ARCHITC A401 401 c; I I I I II I I I II TI I I IT r— — A402 SCR ArchitectsI IDNw L I� LJ LI_L L1 _LI_L 1221 E.Pike St. Suite 205 r w — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — _ r� Seattle,WA 98122 U J ARCHITECT I CONSULTANT SEAL OUTLINE OF E ISTING POSSIBLE FUTURE STAIR 8879 REGISTERED z FIRST FLOOR FALLS LOCATION aR irEcr 0 K 0 STATE OF WASHINGTGN I I I I I I I I I I DRAWN BY: aMV CHECKEDBY: C.R. HATCH INDICATES NEW I I APPROVED BY: C.R. WALL, TYPICAL I I I I I OUTLINE OF EXISTING I OFFICE FIRST FLOOR WALLS OFFICE OFFICE 0 O 2OF 288 S.F. 169 S.F. O I I I = 4 Z J Cl) OFFICE EXISTING OFFICE J 110 S.F. 543 S.F. EXISTING OFFICE Q I I I 194 S.F. LU Q LU Z Z N N Q O p DOWN r � (7 O ❑ W z XL Moo J of rc � °!"2 a PROJECT NO. EXISTING COMPUTER 2308 EXISTING OFFICE =1 O 2024-09-03 228 S.F. 110 S.F. all CURRENT REVISION PERMIT SUBMITTAL Ld EXISTING OFFICE DRAWING PLOT DATE aa ® 2024-09-03 93 S.F. °¢ REVISION I DATE of N fn 2 - - � - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - � - - - - - - - - - - - � - - ------- DO N C.3 Al-MOUNTAINMATERIALS 7600 5TH AVENUE SOUTH d" EXISTING OFFICE SEATONTACT TLE, GAR WA 9VM810O8 PPIT a o LEIC : a'3 390 S.F. PLAN u s EXISTING OFFICE OPEN TO BELOW 13L=l pO m tr I I I a� C 3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — �I 1 SHEET NAME MEZZANINE LEVEL FLOOR PLAN E D c B A PHASE TWO �o 'd u, SCALE AS NOTED 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL OFFICE MEZZANINE LEVEL FLOOR PLAN - PHASE 2 ET NUMBER q2 1 N 1/41' = 1 v-0" A2. 14 COPYRIGHT SCR ARCHRECTS f0 W SCR I Architects 1221 E.Pike St. Suite 205 z Seattle,WA 98122 w 1 2 3 4 5 ARCHITECT/CONSULTANT SEAL O 4 8879 REGISTERED Z AR ITECT 0 a s�ott coR�o, O STATE OF�WASHINGTGN _ T.O. ROOF I I I I DRAWN By amv CHECKEDBY — APPROVED C.R. APPROVED BY: C.R. I I I I I I I I I I EXISTING OFFICE EXISTING OFFICE EXISTING EXISTING OFFICE -- -- CORRIDOR -- I I o I o o I I _ MEZZANINE LEVEL _ 0 NEW LUNCH NEW ENTRY EXISTING = ROOM VESTIBULE WAREHOUSE (� 0 0 o z J I I I I I N _ 0'FIRST FLOOR —0" J Q CUT EXISTING SLAB 0 � � GRADE FOR NEW W Q 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL FOOTING - SEE H = 1 SECTION 1 STRUCTURAL DRAWINGS af 1/4if = 1'-011 z Z M N W N Q a0 z >� Q Z 0 =o 1 2 3 4 5 w Z G aO J g a PROJECT NO. 2308 ISSUE DATE T.O. ROOF 2024 RRENTR 09-03 25'-3" +/- ON PERMIT SUBMITTAL DRAWING PLOT DATE ma 2024-09-03 2 REVISION I DATE rU I I I 2 71 c - - - - - - - - - - - - - - v w.o DC: a o MIDEMOUNTAIN MATERIALS EXISTING OFFICE EXISTING OFFICE EXISTING EXISTING OFFICE 76005TH AVENUE SOUTH o" -- -- CORRIDOR -- sEArnE,wA sfilo6 n o j CONTACT:GARY MOFFIT G 3 O O O O KEY PLAN 2 a — JII MEZZANINE LEVEL — — — — — — — — — — — — — — — 10'-0" +/— i o m o t I NEW LUNCH I EXISTING EXISTING a ROOM TESTING WAREHOUSE 0 0 0 `p Q -- -- SHEET NAME `= BUILDING SECTIONS FIRST FLOOR N a 0'-0" CUT EXISTING SLAB ON SCALE AS NOTED $ GRADE FOR NEW 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL FoorlNc - SEE N SECTION CT I O N 2 STRUCTURAL DRAWINGS SHEET NUMBER �o = 2 A4.01 w� COPYRIGHT SCR ARCHITECTS W SCR I Architects 1221 E.Pike St. Suite 205 z Seattle,WA 98122 1 2 3 4 5 ARCHITECT/CONSULTANT SEAL O 88 S79 REGISTERED Z AR ITECT 0 Scott Connor O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STATE OFoWASHINGTON _ T.O. ROOF I I I II I II DRAWN BY: amV CHECKED APPROVED B C.R. II I APPROVED BY: C.R. II I I I I II I I I I I FUTURE EXISTING OPEN STORAGE TO BELOW EXISTING OFFICE EXISTING EXISTING OFFICE POSSIBLE BATHROOM -- FUTURE OFFICE I —� — MEZZANINE LEVEL I I ————7 POSSIBLE FUTURE — — — — — — — — — — — — — — - — — — — — — — ----STAIRS — — — — — O _J ====i EXISTING V EXISTING ENTRY EXI TIN' EXISTING OFFICE EXISTING OFFICE EXISTING OFFICE I EXISTING WAREHOUSE Z O COR IDOR O O O I TESTING AREA __--� -t- I _ FIRST FLOOR III1 -- ] _ _ N --a J 0'-0" Q CUT EXISTING SLAB ON W N GRADE FOR NEW 2 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL FoonNc - SEE 1 SECTION 3 STRUCTURAL DRAW NGS 1/4 1 1-011 z Z N W CV a �co z >� � az O 'o z s04 ooO o � g a PROJECT NO. 2308 ISSUE DATE 2024-09-03 CURRENT REVISION PERMIT SUBMITTAL DRAWING PLOT DATE ma 2024-09-03 a S REVISION I DATE �U v m 2 y a a o tic m� m� 0 3 MIDEMOUNTAIN MATERIALS 7600 5TH AVENUE SOUTH d L SEATTLE,WA 98108 a o CONTACT:GARV MOFFIT °3 PLAN N.J E 2 c y m o m m o t>= m n° G SHEET NAME BUILDING SECTIONS ad SCALE AS NOTED `a SHEET NUMBER c� �= A4.02 zU F-N INTERNATIONAL BUILDING CODE 0BCI 2021 STRUCTURAL STEEL,BOLTING AND WELDING SPECIFICATIONS D R:AW I N G LIST CONCRETE AND REINFORCING SPECIFICATIONS LOADINGS 1. CONCRETE SHALL CONFORM TO THE INDICATED REFERENCE CODES AND STANDARDS 1. ALL EXPOSED STEEL MEMBERS,HARDWARE,FASTENERS SHALL BE HOT DIPPED GALVANIZED OR EPDXY PAINTED PER SHEET NUMBER SHEET NAME ISSUE DATE E N E " h ROOF SNOW LOAD..................................................... 25 PSF ARCHITECT REQUIREMENTS.ALL CUT,REPAIRED AND EXPOSED SURFACE SHALL BE PAINTED WITH(2)COAT OF 95% RESIDENTIAL LIVE LOAD...................................... 40 PSF EXCEPT AS MODIFIED BELOW: ZINC RICH PAINT PER ASTM A780.COLOR TO MATCH EXISTING. S-0 GENERAL NOTES AND 07-27-24 DECK,BALCONY,PLATFORM LIVE LOAD...............D.... 60 PSF info@b2engineers.com AC -"STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" RETAIL,CORRIDOR,LOBBY,WALKWAY LIVE LOAD............. 100 PSF ACI-318-"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" SPECIFICATIONS ACI-305R-"HOT WEATHER CONCRETING" 2. STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: 425-318-7047(0) OFFICE LIVE LOAD......................................................................... 50 PSF TUBE COLUMNS: ASTM A500,GRADE B(Fy=46 KSI) S-'I FRAMING PLANS 07-27-24 PARKING LIVE LOAD.................................. 40 PSF 8 3000 WHEEL LOAD ACI-306R-"COLD WEATHER CONCRETING" WIDE FLANGE COLUMNS OR BEAMS: ASTM 572 GR50 425-318-0031 (C) ACI-304-GUIDE FOR MEASURING,MIXING,TRANSPORTING AND PLACING CONCRETE" S-2 FRAMING DETAILS 07-27-24 STEEL PIPES: ASTM A53,TYPE E OR S,GRADE B(Fy=35 KSI.) WIND CRITERIA 2. CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS(PSI) STEEL PLATES,ANGLES AND MISC: ASTM A36(Fy=36 KSI)OR ASTM A992 Grand total:3 BUILDING CLASSIFICATION............................... ll BEARING BOLTS: ASTM A325 ULTIMATE WIND SPEED(3 SEC GUST)MPH...... 98 MPH LOCATION Pc AT 28 DAYS W/C RATIO AIR CONTENT ADMIXTURES REQUIREMENTS SLIP CRITICAL BOLTS: ASTM A325 WITH LOCK WASHERS WIND EXPOSURE........................................... B ANCHOR BOLTS: ASTM A307(WOOD FRAMING) TOPOGRAPHIC FACTOR,Kzt................. 1.0 FOOTING 3000 PSI(DESIGN BASED ON 2500 PSI CONCRETE) ANCHOR BOLTS: ASTM A325(STEEL FRAMING) SEISMIC CRITERIA SLAB ON GRADE 3000 PSI(DESIGN BASED ON 2500 PSI CONCRETE) 3. ALL SLIP CRITICAL CONNECTIONS SHALL BE ASTM A325 BOLTS AND SHALL BE ENGINEER-APPROVED,SELF-LOAD SEISMIC RISK CATEGORY............................... II FOUNDATION WALL 3000 PSI(DESIGN BASED ON 2500 PSI CONCRETE) INDICATING TYPES,AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SPECTRAL RESPONSE COEFFICIENT,Ss.... 1.25 COLUMN NA SPECTRAL RESPONSE COEFFICIENT,S1.... 0.45 POST TENSIONED BLDG SLAB NA 4. STRUCTURAL STEEL WELDING SHALL CONFORM TO THE AWS CODES D1.1 AND D1.3. SEISMIC SITE CLASS................................. D POST TENSIONED PARKING SLAB NA SE I SM I C DESIGN CATEGORY............................... D TOPPING NA ALL WELDING SHALL CONFORM TO THE AWS CODES AND STRUCTURAL DRAWINGS,AND SHALL BE PERFORMED BY SHOTCRETE NA CERTIFIED WELDERS USING DRY E70XX ELECTRODES DUCTILITY(R) 6.5 WELDS NOT SPECIFIED SHALL BE 1/4"CONTINUOUS FILLET MINIMUM.INCREASE WELD SIZE TO AWS MINIMUM SIZES, METHOD AND BASE SHEAR............................... ELF 3.PROVIDE GRADE 60 KSI(A615)FOR CONCRETE REINFORCING BASED ON PLATE THICKNESS. FOUNDATION DESIGN INFORMATION 4.TOTAL AIR CONTENT IS SPECIFIED IN THE TABLE ABOVE.AIR CONTENT TOLERANCE SHALL BE±1%AND SHALL BE MEASURED AT THE POINT OF PLACEMENT.ALL CONCRETE EXPOSED TO THE WEATHER SHALL HAVE 5%TOTAL AIR REQUIRED. 1. STRUCTURAL DESIGN,DRAINAGE,SUBGRADE PREP.SHALL COMPLY WITH SOIL REPORT: XX DEEP FOUNDATION SYSTEM: XX REQUIRED? SPECIAL INSPECTIONS(PART 1) TYPE OF INSPECTION REQUIRED? SPECIAL INSPECTIONS(PART 2) TYPE OF INSPECTION FOOTING BEARING PRESSURE: 2000 PSF ACTIVE/PASSIVE EARTH PRESSURE: 35 PCF NO 1704.2.5 INSPECTION OFFABRICATORS PERIODIC NO 1705.4 MASONRY CONSTRUCTION Verify fabrication/quality control procedures (A)Level A,B and C Quality Assurance: 2. ADDITIONAL NOTES/REQUIREMENTS: 1.Verify compliance with approved submittals P4 XX NO 1705.1.1 SPECIAL CASES CONTINUOUS (B)Level B Quality Assurance: (work unusual in nature,including but not limited to alternative materials and systems,unusual 1.Verification of Pm and PAAC prior to construction PERIODIC GENERAL CONDITIONS design applications,materials and systems with special manufacturer's requirements) (C)Level C Quality Assurance: 1.Verification of Pm and PAAC prior to construction and for every 5,000 SF during construction PERIODIC 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE 2.Verification of proportions of materials in premixed or preblended mortar,prestressing grout,and CONTINUOUS STRUCTURAL ENGINEER IN WRITING OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING NO 1705.2 STEEL CONSTRUCTION grout other than self-consolidafing grout,as delivered to the project site WITH THE WORK.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS AND SITE 1.Fabricator and erector documents(Verify reports and certificates as listed in AISC 360,chapter EACH SUBMITTAL 3.Verify placement of masonry units PERIODIC CONDITIONS BEFORE STARTING WORK. N,paragraph 3.2 for compliance with construction documents) (D)Levels B and C Quality Assurance: 2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING 2.Material verification of structural steel PERIODIC 1.Verification of Slump Flow and Visual Stability Index(VSI)of self-consolidating grout as delivered CONTINUOUS DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL 3.Embedment$(Verify diameter,grade,type,length,embedment.See 1705.3 for anchors) CONTINUOUS to the project ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 4.Verify member locations,braces,stiffeners,and application ofjoint details at each connection PERIODIC 2.Verify compliance with approved submittals PERIODIC 3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND comply with construction documents 3.Verify proportions of site-mixed mortar,grout and prestressing grout for bonded tendons P4 TYPICAL DETAILS.WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE 5.Structural steel welding: 4.Verify grade,type,and size of reinforcement and anchor bolts,and prestressing tendons and P4 STRINGENT REQUIREMENT SHALL APPLY. a.Inspection tasks Prior to Welding(Observe,or perform for each welded joint or member,the QA OBSERVE OR PERFORM AS NOTED(4) anchorages 4. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION tasks listed in AISC 360,Table N5.4-1) 5.Verify construction of mortar joints P4 SHALL BE THE SAME AS FOR SIMILAR WORK. b.Inspection tasks During Welding(Observe,or perform for each welded joint or member,the QA OBSERVE(4) 6.Verify placement of reinforcement,connectors,and prestressing tendons and anchorages LEVEL 8-P4 5. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS,SECTIONS,OR DETAILS ON tasks listed in AISC 360,Table N5.4-1) LEVEL C-CONTINUOUS THESE DRAWINGS. c.Inspection tasks After Welding(Observe,or perform for each welded joint or member,the QA OBSERVE OR PERFORM AS NOTED(4) 7.Verify grout space prior to grouting LEVEL 8-P4 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL tasks listed in AISC 360,Table N5.4-3) LEVEL C-CONTINUOUS ENGINEER OF ANY CONDITION THAT,IN HIS OPINION,MIGHT ENDANGER THE STABILITY OF THE d.Nondestructive testing(NDT)of welded joints:see Commentary 8.Verify placement of grout and prestressing grout for bonded tendons CONTINUOUS STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE. 1)Complete penetration groove welds 5/16"or greater in risk category III or IV PERIODIC 9.Verify size and location of structural masonry elements P4 MID MOUNTAIN 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY 2)Complete penetration groove welds 5/16"or greater in risk category II PERIODIC 10.Verify type,size,and location of anchors,including details of anchorage of masonry to structural LEVEL 8-PERIODIC RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND 3)Thermally cut surfaces of access holes when material t>2" PERIODIC members,frames,or other construction. LEVEL C-CONTINUOUS OFFICE PROCEDURES.PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS 4)Welded joints subject to fatigue when required by AISC 360,Appendix 3,Table A-3.1 PERIODIC 11.Verify welding of reinforcement(see 1705.2.2) CONTINUOUS DURING CONSTRUCTION.NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 5)Fabricator's NDT reports when fabricator performs NDT EACH SUBMITTAL(5) 12.Verify preparation,construction,and protestion of masonry during cold weather(temperature P4 8. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE 6.Structural steel bolting: below 40 F)or hot weather(temperature above 90 F) EXPANSION GENERAL NOTES OR THE STRUCTURAL DRAWINGS. a.Inspection tasks Prior to Bolting(Observe,or perform tasks for each bolted connection,in OBSERVE OR PERFORM AS NOTED(4) 13.Verify application and measurement of prestressing force CONTINUOUS 9. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP accordance with QA tasks listed in AISC 360,Table N5.6-1) 14.Verify placement of AAC masonry units and construction of thin-bed mortar joints(first 5000 SF CONTINUOUS ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY AND IN CONFORMANCE WITH b.lnspection tasks During Bolting(Observe the QA tasks listed in AISC 360,Table N5.6-2) OBSERVE(4) of AAC masonry) THE PROVISIONS OF PREVAILING CODE EDITION OF THE"INTERNATIONAL BUILDING CODE"(IBC) 1)Pre-tensioned and slip-critical joints 15.Verify placement of AAC masonry units and construction of thin-bed mortarjoints(after the first LEVEL 8-PERIODIC AND STANDARDS REFERENCED THEREIN. a)Turn-of-nut with matching markings PERIODIC 5000 SF of AAC masonry) LEVEL C-CONTINUOUS 10. PIPES,DUCTS,SLEEVES,OPENINGS,POCKETS,CHASES,BLOCK-OUTS,ETC.,SHALL NOT b)Direct tension indicator PERIODIC 16.Verify properties of thin-bed mortar for AAC masonry(first 5000 SF of AAC masonry) CONTINUOUS BE PLACED IN SLABS,FOUNDATIONS,ETC.,NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR c)Twist-off type tension control bolt PERIODIC 17.Verify properties of thin-bed mortar forAAC masonry(after the first 5000 SF of AAC masonry) LEVEL 8-PERIODIC SUCH ITEMS,UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS. d)Turn-of-nut without matching markings CONTINUOUS LEVEL C_ CONTINUOUS 11. STRUCTURAL ENGINEER WILL PERFORM PERIODIC STRUCTURAL OBSERVATION DURING e)Calibrated wrench CONTINUOUS 1B.Prepare grout and mortar specimens LEVEL 8-P4 18825 67TH AVE N E CONSTRUCTION OF STRUCTURAL MEMBERS AND REVIEW OF REQUESTED SUBSTITUTIONS 2)Snug-tight joints PERIODIC LEVEL C-CONTINUOUS c.Inspection tasks After Bolting(Perform tasks for each bolted connection in accordance with QA PERFORM(4) 19.Observe preparation of prisms LEVEL 8-P4 SHOP DRAWINGS AND SUBMITTALS: tasks listed in AISC 360,Table N5.6-3) LEVEL C-CONTINUOUS ARLINGTON,WA 98223 7.Inspection of steel elements of composite construction prior to concrete placement in accordance OBSERVE OR PERFORM AS NOTED(4) NO 1705.5 WOOD CONSTRUCTION THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR INSTALL. with QA tasks listed in AISC 360,Table N6.1 1.Inspection of the fabrication process of wood structural elements and assemblies in accordance PERIODIC CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR STRUCTURAL ENGINEER'S REVIEW: with Section 1704.2.5 1. SLAB CONDUIT LAYOUT NO 1705.2.2 STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL 2.For high-load diaphragms,verify grade and thickness of structural panel sheathing agree with P5 2. CONCRETE OR MASONRY MIX DESIGN 1.Material verification of cold-formed steel deck: approved building plans 3. CONCRETE OR MASONRY REINFORCING a.Identification markings PERIODIC 3.For high-load diaphragms,verify nominal size of framing members at adjoining panel edges,nail P5 4. CONCRETE POST TENSIONING SYSTEM b.Manufacturer's certified test reports EACH SUBMITTAL or staple diameter and length,number of fastener lines,and that spacing between fasteners in each 4. FORMWORK 2.Connection of cold-formed steel deck to supporting structure: line and at edge margins agree with approved building plans 5. CONCRETE CURING PROCEDURE a.Welding PERIODIC 4.Metal-plate-connected wood trusses spanning 60 feet or greater:verify temporary and permanent PERIODIC 6. STRUCTURAL STEEL b.Other fasteners(in accordance with AISC 360,Section N6) restraint/bracing are installed in accordance with the approved truss submittal package 7. STUD RAILS AND HEADED ANCHOR EMBED PLATES 1)Verify fasteners are in conformance with approved submittal PERIODIC 8. WOOD FRAMING/LUMBER PACKAGE 2)Verify fastener installation is in conformance with approved submittal and manufacturer's PERIODIC NO 1705.E SOILS 9. SEISMIC HOLDOWN SYSTEM SUCH AS SIMPSON PRODUCTS recommendations 1.Verify materials below shallow foundations are adequate to achieve the design bearing capacity. PERIODIC 3.Reinforcing steel 2.Verify excavations are extended to proper depth and have reached proper material. PERIODIC DEFERRED SUBMITTALS: a.Verification of weldability of steel other than ASTM A706 PERIODIC 3.Perform classification and testing of controlled fill materials. PERIODIC b.Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, CONTINUOUS 4.Verify use of proper materials,densities,and lift thicknesses during placement and compaction of CONTINUOUS THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR INSTALL: boundary elements of special concrete structural walls and shear reinforcement controlled fill 1. ANCHORAGE OF NONSTRUCTURAL COMPONENTS c.Shear reinforcement CONTINUOUS 5.Prior to placement of controlled fill,observe subgrade and verify that site has been prepared PERIODIC 2. CANOPIES AND BALCONIES d.Other reinforcing steel PERIODIC property 3. CURTAIN WALLS 4.Cold-formed steel trusses spanning 60 feet or greater 4. EXTERIOR CLADDING a.Verify temporary and permanent restraint/bracing are installed in accordance with the approved PERIODIC NO 1705.7 DRIVEN PILE FOUNDATIONS 5. HANDRAIL AND GUARDRAIL ASSEMBLIES truss submittal package 1.Verify element materials,sizes and lengths comply with requirements CONTINUOUS 6. HEAVY HUNG FIXTURES ❑ 2.Determine capacities of test elements and conduct additional load tests,as required CONTINUOUS 7. MECHANICAL EQUIPMENT SUPPORT,SEISMIC ANCHORAGE OR RESTRAINING SYSTEM NO 1705.3 CONCRETE CONSTRUCTION 3.Observe driving operations and maintain complete and accurate records for each element CONTINUOUS 8. STEEL STAIRS 1.Inspection of reinforcing steel installation(see 1705.2.2 for welding) PI 4.Verify placement locations and plumbness,confirm type and size of hammer,record number of CONTINUOUS DRAWING INFO 9. WINDOW WASHING AND FALL PROTECTION SYSTEMS 2.Inspection of prestressing steel installation PERIODIC blows per foot of penetration,determine required penetrations to achieve design capacity,record tip 3.Inspection of anchors cast in concrete where allowable loads have been increased per section CONTINUOUS and butt elevations and document any damage to foundation element LUMBER-ANCHOR BOLTING AND NAILING SPECIFICATIONS 1908.5 or where strength design is used 5.For steel elements,perform additional inspections per Section 1705.2 SEE SECTION 1705.2 4.Verify use of approved design mix PI 6.For concrete elements and concrete-filled elements,perform additional inspections per Section SEE SECTION 1705.3 ISSUE DATE 07-27-24 1.MEET REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR SOFTWOOD 5.Fresh concrete sampling,perform slump and air content tests and determine temperature of CONTINUOUS 1705.3 DIMENSIONAL LUMBER,BEARING STAMP OF W WPA.ALL EXPOSED LUMBER SHALL BE concrete 7.For specialty elements,perform additional inspections as determined by the registered design SEE CONST DOCUMENTS PRESSURE TREATED OR EXTERIOR GRADE 6.Inspection of concrete and shotcrete placement for proper application techniques CONTINUOUS professional in responsible charge ISSUED FOR PERMIT 7.Inspection for maintenance of specified curing temperature and techniques P4 8.Perform additional inspections and tests in accordance with the construction documents SEE CONST DOCUMENTS 2.LUMBER GRADES TO BE(UNLESS NOTED OTHERWISE ON PLAN): 8.Inspection of prestressed concrete: a.Application of prestressing force CONTINUOUS NO 1705.8CAST-PLACE FOUNDATIONS PROJECT NO. 24114 WALL STUDS,2X,3 X........ HF STUD GRADE b.Grouting of bonded prestressing tendons in the seismic-force-resisting system CONTINUOUS 1.0bserve drilling operations and maintain complete and accurate records for each element CONTINUOUS WALL PLATES,2X,3X........ HF STANDARD GRADE U.N.O 9.Erection of precast concrete members P4 2.Verify placement locations and plumbness,confirm element diameters,bell diameters(if CONTINUOUS JOISTS,2 X 6:............. HF#2 a.Inspect in accordance with construction documents SEE CONST.DOCUMENTS applicable),lengths,embedment into bedrock(if applicable)and adequate end-bearing strata ENGINEER BB JOISTS,2 X 8 AND UP....... DF#2 b.Perform inspections of welding and bolting in accordance with Section 1705.2 ACCORDING TO SECTION 1705.2 capacity.Record concrete or grout volumes BEAMS,HEADERS,6X........ DF#2 10.Verification of in-situ concrete strength,prior to stressing of tendons in post tensioned concrete P4 3.For concrete elements,perform additional inspections in accordance with Section 1705.3 SEE SECTION 1705.3 BEAMS,HEADERS,4X......... DF#2,W WPA GRADING and prior to removal of shores and forms from beams and structural slabs 4.Perform additional inspections and tests in accordance with the construction documents SEE CONST DOCUMENTS REVISION SCHEDULE POSTS,4X,6X.............. DF#2 U.N.O 11.Inspection of formwork for shape,lines,location and dimensions PI LUMBER NOT NOTED HERE... DF#2 U.N.O 12.Concrete strength testing and verification of compliance with construction documents P4 NO 1705.9 HELICAL PILE FOUNDATIONS NO. DATE DESCRIPTION GLULAM BEAMS WESTERN SPECIES 24F-V4 1.Verify installation equipment,pile dimensions,tip elevations,final depth,final installation torque CONTINUOUS PSL/LVL BEAMS 2.0E OR HIGHER YE$ POST INSTALLED ANCHORS IN HARDENED CONCRETE and other data as required. Per research reports including verification of anchor type,anchor dimensions,hole dimensions,hole P2 OR AS REQUIRED 2.Perform additional inspections and tests in accordance with the construction documents SEE CONST DOCUMENTS 3.ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY THAT IS IN CONTACT WITH OR cleaning procedures,anchor spacing,edge distances,concrete minimum thickness,anchor BY THE APPROVED REPORT RESTING ON FOUNDATIONS SHALL BE PRESSURE-TREATED DOUGLAS FIR/HEMFIR IN embedment and tightening torque NO 1705.10.1 STRUCTURAL WOOD SPECIAL INSPECTIONS FOR WIND RESISTANCE CONTINUOUS ACCORDANCE TO WITH AWPA U1(PLANT/SHOP TREATMENT)AND M4(FIELD TREATMENT) 1.Inspection of field gluing operations of elements of the main windforce-resisting system P5 STANDARDS.ALL BEARING WALL PLATES SHALL HAVE 5/8"0x10")-BOLTS PLACED AT MAXIMUM 2.Inspection of nailing,bolting,anchoring and other fastening of components within the main OF 9"FROM THE END OF A PLATE AND SPACED AT INTERVALS SHOWN ON THE SHEARWALL INSPECTION NOTES: windforce-resisting system SCHEDULE(MAXIMUM 48"OC SPACING).PROVIDE BP/BPS PLATE WASHER AT ALL FOUNDATION (1).The inspection and testing agent(s)shall be engaged by the Owner or the Owners Agent,and SILL PLATE ANCHOR BOLTS.PROVIDE TWO ANCHOR BOLTS MINIMUM PER SECTION OF SILL. not by the Contractor or Subcontractor whose work is to be inspected or tested.Any conflict of NO 1705.10.2 COLD FORMED STEEL INSPECTIONS FOR WIND RESISTANCE FOR NON-SHEARWALL,PLACE ANCHORS AT 48".BOLTS IN WOOD SHALL NOT BE LESS THAN 7 interest must be disclosed to the Building Official prior to commencing work.The qualifications of 1.Inspection during welding operations of elements of the main windforce-resisting system PERIODIC DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER. the Special Inspector($)and/or testing agencies may be subject to the approval of the Building 2.Inspections for screw attachment,bolting,anchoring and other fastening of components within the PERIODIC Official and/or the Design Professional. main windforce-resisting system 4.NAILS:COMMON WIRE NAILS.NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1. (2).The list of Special Inspectors may be submitted as a separate document,if noted so above. (3).Special Inspections as required by Section 1704.2.5 are not required where the fabricator is NO 1705.10.3 WIND RESISTANCE INSPECTIONS 5.PRESSURE TREATED WOOD:ALL NAILS INTO PT WOOD SHALL BE HOT DIPPED GALVANIZED approved in accordance with IBC Section 1704.2.5.2 1.Roof cladding PERIODIC PER ASTM A153 OR STAINLESS STEEL.ALL METAL CONNECTORS IN CONTACT WITH PT WOOD (4).Observe on a random basis,operations need not be delayed pending these inspections. 2.Wall cladding PERIODIC SHALL BE HOT DIPPED GALVANIZED AND MEET ASTM A653 CLASS G185(1.85 OZ OF ZINC PER SO Perform these tasks for each welded joint,bolted connection,or steel element. FT MINIMUM)OR TYPE 304/316 STAINLESS STEEL SIMPSON Z-MAX CONNECTORS MEET THIS (5).NOT of welds completed in an approved fabricators shop may be performed by that fabricator NO 1705.11.1 STRUCTURAL STEEL SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE SEEAISC 341 GENERAL NOTE S REQUIREMENT.FASTENERS AND CONNECTORS USED TOGETHER SHALL BE OF THE SAME TYPE when approved by the AHJ.Refer to AISC 360,N7. INSPECTION OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC 341 (E.G.HOT DIPPED NAILS WITH HOT DIPPED HANGERS) LEGEND: NO 1705.11.2 STRUCTURAL WOOD SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE A N D 6.ALL LUMBER WITH A LEAST DIMENSION OF 2"(NOMINAL)SHALL BE STAMPED"SURFACE-DRY" C CONTINUOUS INSPECTION 1.Inspection of field gluing operations of elements of the seismic-force resisting system CONTINUOUS AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NO MORE Pi PERIODIC INSPECTION PRIOR TO CONCRETE PLACEMENT 2.Inspection of nailing,bolting,anchoring and other fastening of components within the seismic- P5 THAN 19 PERCENT.LUMBER WITH A LEAST DIMENSION OF 4"(NOMINAL)OR GREATER SHALL BE P2 PERIODIC INSPECTION PRIOR TO INSTALLATION OF ELEMENT force-resisting system SPECIFICATIONS STAMPED"SURFACE-GREEN"AND AIR-DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19 P3 PERIODIC INSPECTION PRIOR TO USE ON PROJECT(ONCE ONLY) PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. P4 PERIODIC INSPECTIONAT LEAST ONCEADAY NO 1705.11.3 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION SPECIAL INSPECTIONS P5 PERIODIC INSPECTION AFTER ELEMENT IS IN PLACE FOR SEISMIC RESISTANCE (1 O 7.NOTCHING AND BORING OF BEAMS AND JOISTS IS NOT ALLOWED WITHOUT PRIOR APPROVAL S VERIFY WITH SOILS ENGINEER 1.Inspection during welding operations of elements of the seismic-force-resisting system PERIODIC `\J OF THE STRUCTURAL ENGINEER OF RECORD. T MATERIAL TEST REQUIRED 2.Inspections for screw attachment,bolting,anchoring and other fastening of components within the PERIODIC seismic-force-resisting system Copyright b2 Structural Engineers 2008 PLAN CALLOUT AND DESCRIPTIONEl ALLE STING TEELcoLGMNSTOEMAIN NUMBER DESCRIPTION info@b2engineers.com 1 ALL EXISTING STEEL COLUMNS TO REMAIN 425-318-7047(0) 2 EXISTING INTERIOR WALL TO BE REMOVED(NON LOAD-BEARING) 425-318-0031 (C) 3 NEW 2X4(MIN)STUD WALL AT 16"O.C.TO BE LOAD-BEARING.PROVIDE 1/2"X3-1/2"TITEN HD ANCHORS at 16"O.C.TO EXISTING SLAB. 4 EXISTING WOOD POST TO BE REMOVED.PROVIDE TEMPORARY SHORING TO FLOOR JOISTS ABOVE PRIOR TO POST REMOVAL. 5 EXISTING INTERIOR WALL TO BE REMOVED.PROVIDE TEMPORARY SHORING AS LOAD QUI R D PRIOR TO WALL REMOVAL IF EXISTING WALL IS �❑ I 6 FOR HOLDOWN ANCHOR SIZE AND EMBEDMENT,SEE SHEARWALL I I & EXISTIN POSTTOREMAIM SCHEDULE 7 CONTRACTOR TO FIELD VERIFY EXISTING FOOTING SIZE.MINIMUM SIZE TO � ❑ -LLTCGE .�EDIR.N BE 66"X66"X12".IF INADEQUATE,PROVIDE TEMPORARY SHORING AS � 2 i0AU9EARING)°R REQUIRED PRIOR TO FOOTING REMOVAL AND PROVIDE NEW FOOTING TO BEAR EXISTING STEEL COLUMN AND NEW 6X6 POST. 8 EXISTING POST TO REMAIN 1 9 PROVIDE NEW STUD POST AND CUT EXISTING BEAM AT NEW POST W/ACE S-2 EXISTING NTER w POST CAP(BOTH SIDES.PROVIDE TEMPORARY SHORING AS REQUIRED LOAD,BEARINci°R ALLTo�eR °E°tN°N PRIOR TO POST REMOVAL. DTT1Z I g I FHR HOWL-OWN PN uHORBQEPND EMBEMAENT,SEE ------- �1Z A (3)2X4 P P p ISOLATED FOOTING SCHEDULE 3 P � E%IBTINGIIWOOD PoGTTO BE REMOVED.PRONDE EW TO BE 4 TEMP�RgRY SHORINGiO FLOORJOISTGABOVE PRIOR sxs ❑ N zxAtMIwSTDOwALLAT, oc. sxs sxs °' "°"` 2 ID TYPE WIDTH LENGTH THICKNESS COUNT REINFORCEMENT 3 LOAD­GEAFNG.PROJIOE 1l9'TITENHD ANCHORS tl 1B•o.0 TO EXISTING GEAR. s-2 1 RECTANGULAR 30" 30" 10" 3 3-#4 E.W. (BOT) t I 2 RECTANGULAR 66" 66" 12" 1 (4)#6 BARS E.W. (BOT) coNTRncroxro PEED vswvv Exlsnxc PoonxG 3 RECTANGULAR. 6" 4-#4 E.W.(TOP& PROVDE EMPORARY°SHORINGAASSJ EQUIREDPRIORE, GIRD R AIY S H D L ROT) REAM II"GAT`E`C°`°""ANDII6%6PORT,TO ID AND TYPE SIZE, COUNT AND NOTES 8 1 ALLE Isnxc TEL ca uMNsroEMAw exlsrlNClI YRHCANGTO BE RERLOI PROVIDE ID TYPE SIZE COUNT NOTES 4 TO POS Rlm—L.NGTO FLOORJOISTGABOVE PRIOR TO PosT MovAL. B-2 LVL 5.25X9.5 2 2.OE I P ---------- ------------------------Ljl(p) I - - - - - - - 4 W10X49 W-Wide Flange W10X49 1 REMwALIFEHORI GAS REQUIREDPRIO ALL WGTIN...L COLUMNS TO REMAIN MID MOUNTAIN 6X6 EXIGTING INTERIOR WALLTO BE REMOVED,PRONOE 6X6 F07 , 5 EMPORARTSHORINGAS REQUIRED PRIOR TO WALL OFFICE 3 ING EXPANSION II F1 I A MAIN FLOOR 114"_1 _o? I I 18825 67TH AVE NE C B A ARLINGTON,WA 98223 IMPORTANT NOTES ON DRAWING REVIEW,FIELD VERIFICATION,TEMPORARY SHORING AND WATERPROOFING: 1.CONTRACTOR MUST REVIEW STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION& NOTIFY DESIGN TEAM/OWNER OF ANY DISCREPANCY IN COMPARISON WITH — — — — — — — — — — — — — — — — — — ARCHITECTURAL DOCUMENTS OR FIELD CONDITIONS. C 2.IN REMODEURETROFIT PROJECTS,CONTRACTOR MUST FIELD VERIFY&NOTIFY IT] 5 DESIGN TEAM/OWNER OF EXISTING MECHANICAL,PLUMBING,AND ELECTRICAL LINES — — — — — — — — — — — — — — — — — — THAT MAY INTERFERE WITH STRUCTURAL WORK PRIOR TO CONSTRUCTION. STRUCTURAL DRAWINGS MAY NOT REFLECT ALL EXISTING FRAMING CONDITIONS DUE TO LIMITED AVAILABLE INFORMATION. 3.CONTRACTOR IS SOLELY RESPONSIBLE IN PROVIDING PROPER TEMPORARY SHORING I — — — — — — — — — — — — — — — — — — PRIOR TO REMOVING ANY STRUCTURAL ELEMENTS. 4.ENGINEER IS NOT RESPONSIBLE FOR WATERPROOFING SYSTEM OR DETAILS. CONTRACTOR/OWNER SHALL CONSULT WITH QUALIFIED PROFESSIONALS AS REQUIRED IMPORTANT NOTES ON FOUNDATION AND FRAMING: 1.ALL FOOTINGS SHALL BEAR ON SUITABLE SOIL SUCH AS AT MIN.OF MEDIUM DENSE — — — — — — — — — — — — — — — — — — NATIVE SOIL OR COMPACTED STRUCTURAL FILL TO AT LEAST 95%OF MAX.DRY DENSITY BASED ON ASTM D1557.GEOTECHNICAL ENGINEER MAY INSPECT TO VERIFY DRAWING INFO I THAT THE FOUNDATION WILL BEAR ON SUITABLE MATERIAL. 2.FOR FRAMING LUMBER TYPES AND GRADES,AND CONCRETE MIX REQUIREMENTS — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — PLEASE SEE S-0 ISSUE DATE 07-27-24 3.FOR PLYWOOD/OSB SHEARWALL SCHEDULE&HOLDOWN ANCHOR SIZE AND 1 PLEASE— — — — — — — — — — — — — — — — — — 4.FOR COMMON HA M DER FRAMING DETAIL AND HEADER SIZE,SEE S-Xx 5.PROVIDE(2)2X6 OR(3)2X4 STUD POSTS AT EACH END OF BEAMS,UNLESS NOTED ISSUED FOR PERMIT 1 I OTHERWISE ON PLAN 6.SLAB ON GRADE SHALL BE MIN.4"THICK WITH#3 AT 18"EACH WAY(AT MID DEPTH) PROJECT NO. — — — 24114 aeoM Exewsruo"OSTANDcuT EwsT,INS REAM AT ON 6"COMPACTED CRUSHED ROCK.SAWCUT JOINT(V DEEP)AT 15 FT MAX.SPACING a NEWRPpGTW/A EPCGTCAPIBOTHSIGEG.PROVIDE EACH WAY SHALL BE DONE WITHIN 4 TO 12 HOURS AFTER FINISHING,DEPENDING ON -------------- --------- — — — — — — _ _ _ _ _ _ _ _ _ _ _ EM GRING BREQIREDPRIQRTGFGST WEATHER. ENGINEER BB REMO AL. — — — — — — — — — — — — — — — — — — 7.FLOOR SHEATHING SHALL BE 3/4"PLYWOOD OR OSB WITH 10d AT 6"NAILING AT EDGES&BLOCKING AND AT 12"AT FIELD p p 8.ROOF SHEATHING SHALL BE 1/2"PLYWOOD OR OSB WITH Sd AT 6"NAILING AT EDGES REVISION SCHEDULE B-2 B-2 — — — — — — — &BLOCKING AND AT 12"AT FIELD— — — 2 S-2 IMPORTANT NOTES ON TRUSS AND LUMBER PACKAGE/LUMBER PACKAGE REVIEW: NO. DATE DESCRIPTION 1.TRUSS FRAMING LAYOUT SHOWN IS GENERAL CONCEPT ONLY.CONTRACTOR/ III TRUSS SUPPLIER MUST SUBMIT TRUSS SHOP DRAWINGS INCLUDING TRUSS NEW 1.75X9.25 LVL 2.0E JOIST III TEMPORARY/PERMANENT BRACING PLANS FOR ENGINEER'S REVIEW NEW 1.75X9.5 LVL 2.0E JOISTS AT i6"O.C.I —AT 12"(CAN BE SISTERED TO — — — 2.TRUSS FRAMING PROFILE/LAYOUT SHOULD CONFORM TO BOTH STRUCTURAL AND EXISTING JOISTS) III ARCHITECTURAL DRAWINGS.ANY DEVIATIONS SHALL BE APPROVED BY ENGINEER/ EXISTING BEAM TO BE REMOVED. ARCHITECT PRIOR TO TRUSS DESIGN WORK. PROVIDE TEMPORARY SHORING 3.TRUSS DEFLECTION CRITERIAS: AS REQUIRED PRIOR TO BEAM FLOOR/DECK TOTAL LOAD=U480 ROOF TOTAL LOAD=U240 III REMOVAL. FLOOR/DECK LIVE LOAD =U600 ROOF SNOW LOAD=L/300 — — — — — — ••MAXIMUM TOTAL LOAD DEFLECTION SHOULD NOT EXCEED 1.0"IN ALL CASES III 4.FLOOR/ROOF FRAMING LAYOUT AND CONNECTORS(SUCH AS LUMBER PACKAGE BY — LSUPPLIERS)MUST BE SUBMITTED FOR ENGINEER'S REVIEW PRIOR TO CONSTRUCTION ---- FRAMING SYMBOLS; P A SIMPSON WSW WOOD If CONTINOUS V S24 STRONG WALL(24"WIDE) POST W10X48 v Lu I S`Wl FRAMING PLAN �6 PLYWOOD ST STOPS SHEARWALL V BEOLOW THIS FLOOR B UPPER FL O 1/4"=1'-O" d POST STARTS AT A SHEARWALL HOLDOWN V THIS FLOOR oLEGEND AND NOTES S-1 1/4"=1'-0" Copynght b2 Structural Engineers 2008 m R 0 4 info@b2engineers.com 2X4 AT 16"W ITH A34 425-318-7047(0) CLIP(BOTH SIDES) 425-318-0031 (C) WITH#9 TEKS SCREWS EXISTING ROOF PURLIN -- - - - - - ------ I 0)#10d WITH EXISTING CEILING TOP PLATE TO REMAIN - - - EXISTING RAFTER T I PROVIDE 1/2"PLY/OSB WALL SHEATHING AND NAILING W/ CEILING PANEL,GRID AND 10d AT 12"AT FIELD AND 6" WIRES PER ARCH.DWGS AT EDGES I I I I I NEW 2X4(MIN)STUD EXISTING PARTITION WALL TO BE REMOVED(NON LOAD-BEARING) WALL AT 16"O.C. CEILING PANEL,GRID AND PROVIDE BLOCKING AT 24" WIRES PER ARCH.DWGS LVL RIM BOARD NEW FLOOR JOISTS,SHEATHING AND NAILING PER PLAN EXISTING FLOOR JOISTS, EXISTING FRAMING SHEATHING AND NAILING TO REMAIN wTO REMAIN EXISTING FLOOR JOISTS,SHEATHING IL 11 EXISTING EXTERIOR AND NAILING TO REMAIN.PROVIDE n WALL TO REMAIN JOIST REINFORCEMENT PER PLAN. PROVIDE IUS HANGER I PROVIDE LUS/IUS HANGER IF EXISTING NEW 2X4 MIN STUD I TO EACH JOIST JOISTS ARE BEARING ON STEEL BEAM WALL AT 16"O.C. I I I NEW STEEL EXISTING PARTITION WALL I I BEAM PER PLAN (NON LOAD-BEARING)TO I BE REMOVED I I EXISTING PARTITION WALL TO BE EXISTING 4X10 BEAMS AND POSTS TO BE REMOVED ALONG THIS BEARING LINE. REMOVED(NON LOAD-BEARING) PROVIDE TEMPORARY SHORING AS REOUIRED PRIOR TO BEAM REMOVAL. I I II I I I EXISTING STEEL PROVIDE ABU POST BASE W/ I COLUMN TO REMAIN. 5/8"X6"STRONG BOLT 2 M I D MOUNTAIN PROVIDE DTT1Z HOEDOWN W/ I CUT EXISTING SLAB ON OFFICE 3/8'X2-1/2"TITEN HD ANCHOR I PER PLAN GRADE FOR NEW FOOTING EXISTING SLAB ON •-• ;'•. - - EXISTING CONCRETE GRADE TO REMAIN EXPANSION _ FOOTING TO REMAIN - I -I -I -I AS -III- J - III III III CONTRACTOR TO FIELD VERIFY ING FOOTING SIZE. -III '. PER -III-III-III-III-PLAN W//TEMPORARYIII SHOROREOU RED:III —IIT—III= S 6 SO=III= LIB III III III III III III PRIOR TO FOOTING REMOVAL. -III III III III III III III III Section 1 2 section 2 18825 67TH AVE NE 1/2"_V-0" v2°_ ARLINGTON,WA 98223 DRAWING INFO ISSUE DATE 07-27-24 ISSUED FOR PERMIT PROJECT NO. 24114 ENGINEER BB REVISION SCHEDULE NO,FDATE DESCRIPTION FRAMING DETAILS S-2 Copynght b2 Structural Engineers 2008 MG RIGHT SCR ARCHITECTS ip w SCR I Architects NMID MOUNTAIN MATERIALS LUNCH ROOM 1221 E.Pike St. Suite 205 z Seattle,WA 98122 w ARCHITECT/CONSULTANT SEAL U < GENERAL NOTES PROJECT DATA SHEET INDEX 8879 'STECT oScott Canto, 1. ALL WORK ON THIS PROJECT SHALL BE IN CONFORMANCE WITH ALL LOCAL CODES AND PROJECT NAME: MID MOUNTAIN MATERIALS LUNCH ROOM ARCHITECTURAL sTATT of wASHINc1ON ORDINANCES AND SHALL CONFORM TO ALL LOCALLY ADOPTED BUILDING CODES. 18825 67TH AVE. NE 2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO WORK. VERIFY AND COORDINATE EXISTING ARLINGTON, WA 98223 AO.01 COVER SHEET SITE AND BUILDING CONDITIONS IN RELATIONSHIP TO NEW WORK. IF DISCREPANCIES ARE NOTED, THE CONTRACTOR SHALL CONTACT THE ARCHITECT PRIOR TO WORK FOR OWNER: GARY MOFFIT AO.02 CODE REVIEW CLARIFICATION. GRETCHEN REIMBOLD 3. IF CONFLICTS ARE FOUND BETWEEN THE DRAWINGS AND/OR THE SPECIFICATIONS, THE 7600 5TH AVENUE SOUTH AO.04 ACCESSIBILITY DIAGRAMS CONTRACTOR SHALL SEEK WRITTEN CLARIFICATION FROM THE ARCHITECT OR PROVIDE THE SEATTLE, WA 98108 MORE EXPENSIVE. PHONE: 206-762-7600 AO.05 MAIN FLOOR EXITING PLAN DRAWN BY: amV 4. UNLESS OTHERWISE NOTED, EXISTING ITEMS TO REMAIN ARE SHOWN IN A LIGHTER LINE CHECKEDBY: C.R. WEIGHT THAN NEW ITEMS. ARCHITECT: SCR ARCHITECTS AO.06 MEZZANINE LEVEL EXITING PLAN APPROVED BY: C.R. 5. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE 1221 E. PIKE ST. SUITE 205 DRAWINGS AND ACTUAL FIELD MEASUREMENTS. PROMPTLY NOTIFY THE ARCHITECT IF SEATTLE, WA 98122 A1.00 SITE PLAN DISCREPANCIES ARE FOUND. CONTACT: CHRIS REINHART PHONE: 206-852-5192 A2.00 FOUNDATION DEMO PLAN 6. ITEMS NOTED AS 'TYPICAL' ON ANY DRAWING SHALL APPLY TO ALL DRAWINGS. - 7. CONSULTANT DRAWINGS ARE DIAGRAMMATIC AND SUPPLEMENTARY TO THE ARCHITECTURAL PROJECT DESCRIPTION: TENANT IMPROVEMENT. A2.01 MAIN FLOOR DEMO PLAN DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR & SUB CONTRACTOR TO A2.02 MEZZANINE LEVEL DEMO PLAN BID AND INSTALL THEIR WORK IN ACCORDANCE WITH THE ARCHITECTURAL DRAWINGS. ANY ESTIMATED PROJECT VALUE: 150,001� DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEER(S) DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BY WRITTEN A2.10 FOUNDATION PLAN LUNCH NOTIFICATION FOR CLARIFICATION PRIOR TO THE COMMENCEMENT OF THE WORK AFFECTED. AREA OF WORK: S.F. REMODEL OF FIRST FLOOR LUNCH ROOM AND 670 S.F. ADDITION TO THE g2,11 MAIN FLOOR PLAN - PHASE 1 8. THE CONTRACTOR SHALL PROTECT, REPAIR, MODIFY AND/OR REPLACE ALL UTILITIES, MEZZANINE LEVEL. O PAVEMENTS, PUBLIC & PRIVATE PROPERTIES, INSTALLATIONS, STRUCTURES, BUILDINGS OR PORTIONS OF, ABOVE OR BELOW GROUND DURING THE COURSE OF CONSTRUCTION TO EXISTING ZONING: GI - GENERAL INDUSTRIAL A2.12 MAIN FLOOR PLAN - PHASE 2 COMPLETE WORK SHOWN IN THE CONSTRUCTION SET. NOT ALL PROTECTION, REPAIR, MODIFICATION OR REPLACEMENT REQUIRED IS SHOWN ON THE DRAWINGS. THE CONTRACTOR A2.13 MEZZANINE LEVEL PLAN - PHASE 1 SHALL PROVIDE SUFFICIENT BUDGET TO COVER ALL PROTECTION, REPAIR, MODIFICATION PARCEL NUMBER: 31051400302700 V AND/OR REPLACEMENT OF EXISTING UTILITIES, PAVEMENTS, PUBLIC & PRIVATE PROPERTIES, Z INSTALLATION, STRUCTURES, BUILDINGS OR PORTIONS OF, ABOVE OR BELOW GROUND WITHIN AREA OF SITE: 5.02 ACRES A2.14 MEZZANINE LEVEL PLAN - PHASE 2 J THE BID SUM. 9. THE REPAIR, MODIFICATION OR REPLACEMENT OF ANY EXISTING UTILITY, PAVEMENT, PUBLIC & BUILDING FOOTPRINT: 60,000 S.F. A4.01 BUILDING SECTIONS (All PRIVATE PROPERTY, INSTALLATION, STRUCTURE, BUILDING OR PORTIONS OF, ABOVE OR BELOW FIRST FLOOR OFFICE: 2,632 S.F. A4.02 BUILDING SECTIONS J GROUND, SHALL MATCH THE ORIGINAL CONDITION IN QUALITY, SUBSTANCE AND APPEARANCE. Q 10. WHERE EXISTING WORK IS CHANGED, MODIFIED, OR NEW WORK ADJOINS, CONNECTS TO OR MEZZANINE - EXISTING: 2,554 S.F. STRUCTURAL F ABUTS EXISTING, THE EXISTING WORK SHALL BE ALTERED AS NECESSARY, JOINED & MEZZANINE - NEW: 670 S.F. CONNECTED IN A SUBSTANTIAL, NEAT AND WORKMANSHIP MANNER. MEZZANINE - TOTAL: 3,224 S.F. -! W Q S-0 GENERAL NOTES AND SPECIFICATIONS LU 11. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR & SUB CONTRACTOR TO REVIEW ALL AREA OF BUILDING: 60,000 S.F. Q F- DRAWINGS AND SPECIFICATIONS INCLUDING ADDENDA TO IDENTIFY ALL WORK REQUIRED. THE CONTRACTOR OR SUB CONTRACTOR SHALL REVIEW EACH DRAWING AND COORDINATE BETWEEN -_.$-1 FRAMING PLANS ALL PLANS AND SPECIFICATIONS. FURTHER, EACH SUB CONTRACTOR SHALL COORDINATE BUILDING HEIGHT IN STORIES: 1 WITH MEZZANINE - EXISTING, NO CHANGE Z Z N THEIR WORK WITH THE GENERAL CONTRACTOR TO PROVIDE PROPER SEQUENCE, PLACEMENT, S-2 FRAMING DETAILS TOLERANCES AND REQUIREMENTS OF OTHER SUB CONTRACTORS. SUB CONTRACTORS SHALL LU BE RESPONSIBLE FOR THE REMOVAL& REPLACEMENT OF THEIR WORK THAT MUST BE BUILDING OCCUPANCY: F-2 - LOW HAZARD FACTORY INDUSTRIAL, B - Z Q MODIFIED, REPLACED, REPAIRED OR OTHERWISE ALTERED TO ACHIEVE THE DESIGN INTENT OR BUSINESS t S-1 WAREHOUSE CODE REQUIREMENT DUE TO LACK OF COORDINATION WITH THE GENERAL CONTRACTOR. Z > YEAR BUILT: 1992 M Q Z 12. WORK INSTALLED IN CONFLICT WITH CONSTRUCTION DOCUMENTS WILL BE CONSIDERED IN O H O NON-CONFORMANCE AND SHALL BE CORRECTED AT NO EXPENSE TO OWNER OR ARCHITECT. F CONSTRUCTION TYPE: TYPE V-8 (EXISTING, NO CHANGE) w cfl C7 13. FOLLOW MANUFACTURER'S INSTRUCTIONS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS z ARE INDICATED OR REQUIRED BY CONSTRUCTION DOCUMENTS OR APPUCABLE CODES, 4 N ORDINANCES AND REGULATIONS. SPRINKLERED: YES (EXISTING, EXTENDED) C00Q FIRE ALARM: YES (EXISTING, EXTENDED) PROJECT NO. 2308 ISSUE DATE 2024-09-03 LEGAL DESCRIPTION CURRENT REVISION PERMIT SUBMITTAL PARCEL# 31051400302700 DRAWING PLOT 2024- DATE L APPLICABLE CODES SW7/4 SEC14 T31N RSE 4 0 REVISION I DATE Of Section 14 Township 31 Range 05 Quarter SW - LOT 1 SURV REC UND AFN 7905290175 BEING CORR OF SURV'S REC UND AFN 7703210221 &7803100289 & BEING A PTN OF SW1/4 SW1/4& EXC W 10FT SD o.� 2021 WASHINGTON BUILDING CODE LOT 1 FOR R/W TOCITY OF ARL PER SWD REC UND AFN 9310150362 & EXC ADD'L R/W TO CITY OF ARL 2021 WASHINGTON EXISTING BUILDING CODE PER SWD REC UND AFN 200201110164 .a ICC A117.1 - 2017 STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES VICINITY MAP -EIRM_ WSS 0 3 NOT TO SCALE MID-MOUNTAIN MATERIALS y SYMBOLS LEGEND PRo ECT SITE 7600 5TH AVENUE SOUR1 „y, SEATTLE,WA 95108 o.0 - - - l CONTACT:GARY MOFFIT `0 3 BUILDING SECTION NUMBER CONCRETE ®STEEL \ KEY PLAN Ti DRAWING SHEET NUMBER (large E'Q scale) \ ` 40 SECTION NUMBER 1771 GLASS o DRAWING SHEET NUMBER CONCRETE '1 ELI (small ITY OF ARLINGTON t ` DETAIL NUMBER scale) o J EARTM n _ 1�51� l n tt "' BUILDING DEPARTMENT e DRAWING SHEET NUMBER (uO m f� �?\�- .10 disturbed) 1Hm St NE APP OVED `o �e� INTERIOR ELEVATION RM GRAVEL `o o AS.1 DRAWING SHEET NUMBER EARTH m m DATF,�BV SHEET NAME (fill) 3 ® NO U - �, No cNAN6ES AUTHORIZED COVER SHEET milled UNLESS APPROVE3D BY THE (milled) PLYWOOD _ - To , BUILDING INSPECTOR r.NE taa s NE WOOD c '' ma m g (framing) �ASPHALT ... �� r� HHM Ht.NE o� (large I a ,4��p�. �� A 7�-{�� ,� SCALE AS NOTED - INSULATION scale) - �- t i\JJ' CE �ED (rigid) ,g I F M N co Ly e . . UL SHEET NUMBER C 0c ?4ASPALT INSULATION (batt) 8 • A 0 O scale) of F� COPMIGRT 0 SCR ARCHRECTS (O x SCR I Architect- N w �14 1221 E.Pike St. Suite 205 i Seattle,WA 98122 MID MOUNTAIN MATERIALS LUNCH ROOM ARCHITECT/CONSULTANT SEAL U 2021 WASHINGTON EXISTING BUILDING CODE REVIEW 2021 WASHINGTON BUILDING CODE REVIEW 88 79 REGISTERED z AR ITECT o CHAPTER 3: PROVISIONS FOR ALL COMPLIANCE METHODS CHAPTER 3: OCCUPANCY CLASSIFICATION AND USE 506.3.3 THE AREA FACTOR INCREASE BASED ON FRONTAGE SHALL BE DETERMINED IN ACCORDANCE KITH TABLE 506.3.3. CHAPTER 10: MEANS OF EGRESS Scott an Connor SECTION 202 GENERAL DEFINITIONS SECTION 302.1 OCCUPANCY CLASSIFICATION TABLE 506.3.3 FRONTAGE INCREASE FACTOR STA E OF WASHINGTON SECTION 1005 MEANS OF EGRESS SIZING [A]EXISTING BUILDING. A BUILDING ERECTED PRIOR TO THE DATE OF ADOPTION OF THE APPROPRIATE CODE,OR ONE FOR WHICH A LEGAL BUILDING OCCUPANCY CLASSIFICATION IS THE FORMAL DESIGNATION OF THE PRIMARY PURPOSE OF THE BUILDING,STRUCTURE,OR PORTION THEREOF. - �� PERMIT HAS BEEN ISSUED. STRUCTURES SHALL BE CLASSIFIED INTO ONE OR MORE Of THE OCCUPANCY GROUPS SPECIFIED IN THIS SECTION BASED ON THE NATURE OF PERCENTAGE OF SPACE 1005.2 MINIMUM WIDTH BASED ON COMPONENT THE HAZARDS AND RISKS TO BUILDING OCCUPANTS GENERALLY ASSOCIATED WITH THE INTENDED PURPOSE OF THE BUILDING OR STRUCTURE. BUILDING PERIMETER 0 TO LESS 20 TO LESS 25 TO LESS 30 OR -STRUCTURES CONTAINING MULTIPLE OCCUPANCY GROUPS SHALL COMPLY WITH SECTION 508. THAN 20 THAN 25 THAN 30 GREATER THE MINIMUM WIDTH,IN INCHES,OF ANY MEANS OF EGRESS COMPONENTS SHALL BE NOT LESS THAN THAT SPECIFIED FOR SUCH COMPONENT, SECTION 301 ADMINISTRATION SECTION 304.1 BUSINESS GROUP B 25 To LESS THAN 50 0 0.17 10.21 0.25 ELSEWHERE IN THIS CODE. 301.3.1 PRESCRIPTIVE COMPLIANCE METHOD 1005.3 REQUIRED CAPACITY BASED ON OCCUPANT LOAD BUSINESS GROUP B OCCUPANCY INCLUDES,AMONG OTHERS,THE USE OF A BUILDING OR STRUCTURE,OR A PORTION THEREOF,FOR OF}TCE, DRAWN BY: 8FI1V ALTERATIONS,ADDITIONS,AND CHANGES OF OCCUPANCY COMPLYING WITH CHAPTER 5 O THIS CODE IN BUILDINGS COMPLYING WITH THE PROFESSIONAL.OR SERVICE-TYPE TRANSACTIONS,INCLUDING STORAGE OF RECORDS AND ACCOUNTS. BUSINESS OCCUPANCIES SHALL SUM OF 4 PERIMETER SIDES OF BUILDING: 399'(NORTH)+149'(WEST)+399'(SOUTH)+149'(EAST)=1,096' THE REQUIRED CAPACITY,C INCHES,O THE MEANS O EGRESS FOR ANY ROOM,AREA,SPACE,OR STORY SHALL BE NOT LESS THAN THAT INTERNATIONAL FIRE CODE SHALL BE CONSIDERED IN COMPLIANCE WITH THE PROVISIONS OF THIS CODE. INCLUDE,BUT NOT BE LIMITED TO,THE FOLLOWING: DETERMINED IN ACCORDANCE WITH SECTIONS 1005.3.1 AND 1005.3.2 CHECKED BY: C.R. LABORATORIES: TESTING AND RESEARCH 399'(NORTH)/1,096'=36% 1005.3.1 STAIRWAYS APPROVED By:-C.R. SECTION 302 GENERAL PROVISIONS COMMENTS:THE NORTH ELEVATION IS 399'+/-OF FOOTAGE(36%OF TOTAL PERIMETER)AND IS 67'+/-FROM 63RD DRIVE(PLEASE THE CAPACITY,IN INCHES,OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH SECTION 306.3 LOW-HAZARD FACTORY INDUSTRIAL, GROUP F-2 SEE SITE PLAN ON SHEET AlDQ THEREFORE THE AREA FACTOR INCREASE BASED ON FRONTAGE IS 251 STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.3 INCH PER OCCUPANT. WHERE STAIRWAYS SERVE MORE THAN ONE STORY,ONLY 3023 ADDITIONAL OWES. THE OCCUPANT LOAD OF EACH STORY CONSIDERED INDIVIDUALLY SHALL BE USED IN CALCULATING THE REQUIRED CAPACITY OF THE STAIRWAYS FACTORY INDUSTRIAL USES THAT INVOLVE THE FABRICATION OR MANUFACTURING OF NONCOMBUSTIBLE MATERIALS THAT DURING FINISHING, SERVING THAT STORY. ALTERATIONS,REPAIRS,ADDRONS,AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF,EXISTING BUILDINGS AND STRUCTURES SHALL PACKING,OR PROCESSING DO NOT INVOLVE A SIGNIFICANT FIRE HAZARD SHALL BE CLASSIFIED AS F-2 OCCUPANCIES AND SHALL INCLUDE, SECTION 508 MIXED USE AND OCCUPANCY COMPLY WITH THE PROVISIONS FOR ALTERATIONS,REPAIRS,ADDITIONS,AND CHANGES O OCCUPANCY OR RELOCATION,RESPECTIVELY,IN THIS BUT NOT BE LIMITED TO,THE FOLLOWING: PLEASE SEE EXITING PLAN ANALYSIS ON SHEETS A0.05 AND A0.06: CODE AND THE WASHINGTON STATE ENERGY CODE,INTERNATIONAL FIRE CODE,INTERNATIONAL FUEL GAS CODE,INTERNATIONAL MECHANICAL CODE,UNIFORM PLUMBING CODE,AND INTERNATIONAL RESIDENTIAL CODE WHERE PROVISIONS OF THE OTHER CODES CONFUCT WITH PROVISIONS CERAMIC PRODUCTS 508.1 GENERAL 75 OCCUPANTS(54+21)X 0.3°=22.5' OF THIS GODE,THE PROVISIONS OF THIS CODE SHALL TAKE PRECEDENCE. GYPSUM EACH PORTION OF A BUILDING SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 302.1. WHERE A BUILDING CONTAINS MORE THAN ONE OCCUPANCY GROUP,THE BUILDING OR PORTION THEREOF SHALL COMPLY WITH THE APPLICABLE PROVISIONS O SECTION 50ILZ COMMENTS:THE REWIRED WIDTHS FOR MEANS O EGRESS STAIRWAYS ARE 11'AND 12"AND THE TWO STAIRWAYS ARE 4'-5°AND 508.3,OR 508.4,OR A COMBINATION OF THESE SECTIONS THEREFORE THE EXIT CAPACITY OF THESE STAIRWAYS ARE ADEQUATE SECTION 303 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES SECTION 311.2 MODERATE-HAZARD STORAGE,GROUP S-1 O 303.1 LIVE LOADS STORAGE GROUP S OCCUPANCIES ARE BUILDINGS OCCUPIED FOR STORAGE USES THAT ARE NOT CLASSIFIED AS CROUP S-2,INCLUDING, 50113 NONSEPARATED OCCUPANCIES CHAPTER 11: ACCESSIBILITY O BUT NOT LIMITED TO,0,STORAGE OFTHE FOLLOWING: BUILDINGS OR PORTDI OF BUILDINGS THAT COMPLY WITIi THE PROVISIONS OF THIS SECTION SHALL BE CONSIDERED AS NONSEPARATED WHERE AN ADDITION OR ALTERATION DOES NOT RESULT IN INCREASED DESIGN LIVE LOAD,EXISTING GRAVITY LOAD-CARRYING STRUCTURAL OCCUPANCIES SECTION 1104 ACCESSIBLE ROUTE ELEMENTS SHALL BE PERMITTED TO BE EVALUATED AND DESIGNED FOR LIVE LOADS APPROVED PRIOR TO THE ADDITION OR ALTERATION IF COMMENTS:THIS BUILDING INCLUDES THE THREE OCCUPANCY GROUPS B(BUSINESS,)F-2(LOW-HAZARD FACTORY INDUSTRIAL,)AND S-1 508.3.1 OCCUPANCY CLASSIFICATION THE APPROVED LIVE LOAD IS LESS THAN THAT REWIRED BY SECTION 1607 OF THE INTERNATIONAL BUILDING CODE,THE AREA DESIGNATED (MODERATE-HAZARD STORAGE.) FOR THE NONCONFORMING LIVE LOAD SHALL BE POSTED WITH PLACARDS O APPROVED DESIGN INDICATING THE APPROVED LIVE LOAD. WHERE 1104.4 MULTISTORY BUILDINGS AND FACILITIES U THE ADDITION OR ALTERATION RESULTS IN INCREASED DESIGN LIVE LOAD,THE LIVE LOAD REQUIRED BY SECTION 1607 OF THE INTERNATIONAL SHALLNONSE APPLY OCCUPANCIES SHALL 8E BUILDING BA ED ON H IN ACCORDANCE WITH SMON 30HA THE REQUIREMENTS, THIS CODE SHALL APPLY TO EACH PORTION O THE BUILDING BASED ON THE OCCUPANCY CLASSIFICATION OF THAT SPACE IN ADDITION,THE MOST AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT EACH ACCESSBLE STORY,MEZZANINE,AND OCCUPIED ROOFS IN MULTILEVEL Z BUILDING CODE SHALL BE USED. RESTRICTIVE PROVISIONS OF CHAPTER 9 THAT APPLY TO THE NONSEPARATED OCCUPANCIES SHALL APPLY TO THE TOTAL NONSEPARATED BUILDINGS AND FACILITIES. M J CHAPTER 5: PRESCRIPTIVE COMPLIANCE METHOD SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES OCCUPANCY AREA. EXCEPTIONS: 1. AN ACCESSIBLE ROUTE IS NOT REWIRED TO STORIES,IffDANINES,AND OCCUPIED ROOFS THAT HAVE AN SECTION 501 GENERAL 504.2 MIXED OCCUPANCY 508.3.2 ALLOWABLE BULIDING AREA,HEIGHT,AND NUMBER OF STORIES AGGREGATE AREA OF NOT MORE THAN 3,ODO SQUARE FEET AND ARE LOCATED ABOVE AND BELOW ACCESSIBLE AREAS. (n J THE ALLOWABLE BUILDING AREA,HEIGHT,AND NUMBER OF STORIES OF THE BUILDING OR PORTION THEREOF SHALL BE BASED ON THE MOST COMMENTS:THIS BUILDING HAS AN EXISTING MEZZANINE OF Z554 S.F.SO AN ACCESSIBLE ROUTE IS NOT REQUIRED TO IT. Q 501.1 SCOPE IN A BUILDING CONTAINING MIXED OCCUPANCIES IN ACCORDANCE WITH SECTION 508,NO INDIVIDUAL OCCUPANCY SHALL EXCEED THE HEIGHT RESTRICTIVE ALLOWANCES FOR THE OCCUPANCY GROUPS UNDER CONSIDERATION FOR THE TYPE OF CONSTRUCTION OF THE BUILDING IN AND NUMBER OF STORY LIMITS SPECIFIED IN THIS SECTION FOR THE APPLICABLE OCCUPANCIES. ACCORDANCE WITH SECTION 503.1. THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE ALTERATION,ADDITION,AND CHANCE OF OCCUPANCY OF EXISTING BUILDINGS AND � N STRUCTURES,INCLUDING HISTORIC BUILDINGS AND STRUCTURES AS REFERENCED IN SECTION 301.3.1 TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE 508.3.3 SEPARATION W SECTION 503 ALTERATIONS TYPE OF CONSTRUCTION NO SEPARATION IS REQUIRED BETWEEN NONSEPARATED OCCUPANCIES. TABLE 2902.1 2 CLASSIFICATION C SEE FOOTNOTES TYPE V MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES Q m 508.4.2 ALLOWABLE BUILDING AREA d' 503.1 GENERAL B 0 A.B,E.F,M,S.U S 60 IN EACH STORY,THE BUILDING AREA SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL BUILDING AREA OF EACH SEPARATED Z Z N EXCEPT AS PROVIDED BY SECTION 302.4,302.5,OR THIS SECTION,ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE OCCUPANCY DIVIDED BY THE ALLOWABLE BUILDING AREA OF EACH SEPARATED OCCUPANCY SHALL NOT EXCEED 1. NO. CLASSIFICATION OCCUPANCY WATER CLOSETS LAVATORIES LLL CV OD REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE FOR NEW CONSTRUCTION. ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE IS NOT LESS COMPLYING WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE THAN THE EXISTING BUILDING OR MALE FEMALE MALE FEMALE � Z Q STRUCTURE WAS PRIOR TO THE ALTERATION. 504.4 NUMBER OF STORIES AREA OF B OCCUPANCY+(.25 AREA FACTOR INCREASE) + AREA OF F-2+(.25 AREA FACTOR INCREASE) UJI 2,632+/-+(0.25X2,632) + 57,368+/-+(0.25X57,368) < 1 1 PER 25 FOR THE FIRST 50 AND 1 PER 1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE Z Q TABLE 504.4 ALLOWABLE NUMBER O STORIES ABOVE GRADE PLANE 2 BUSINESS B 50 FOR THE REMAINING EXCEEDING 50 REMAINING EXCEEDING 80 -� Z SECTION 602 ALTERATION -LEVEL 1 36,000 S.F. + 52,000 S.F. O F-F- TYPE OF CONSTRUCTION C OCCUPANCY ALLOWABLE AREA OF B ALLOWABLE AREA O F-2 FACTORY AND C "(D(D 6021 SCOPE SEE FOOTNOTES TYPE V CLASSIFICATION 4 INDUSTRIAL F-1 AND F-2 1 PER 100 1 PER 10p � o LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF EXISTING MATERIALS,ELEMENTS,EQUIPMENT,OR B (2,632+658 SF.)+(57.368+14,342 S.F.) m G COC J FlLi%TUBES USING NEW MATERIALS,ELEMENTS,EQUIPMENT,OR FIXTURES THAT SERVE THE SAME PURPOSE. B S 3 = < 1 STORAGE S 1 PER 1W 1 PER 1W 3 C a CO Q 8 F-2 S 3 88,000 S.F. a PROJECTNO. SECTION 701 GENERAL 75,OW SF. COMMENTS:FOR THE BUSINESS OCCUPANCY CHAPTER 7: ALTERATIONS- s-t s z ADEQUATE FIXTURES ARE PROVIDED,SEE EXITING PLANS ON SHEETS AO.05 AND AO.06. 2308 _ = 0.85 < I ISSUE DATE 701.1 SCOPE COMMENTS:THIS BUADING IS 1 STORY,WHICH IS ALLOWABLE FOR ALL OCCUPANCY CLASSIFICATIONS, 88,000 SF 2024-09-03 LEVEL 1 ALTERATIONS AS DESCRIBED IN SECTION 602 SHALL COMPLY WITH THE REQUIREMENTS OF THIS CHAPTER: LEVEL 1 ALTERATIONS TO CURRENT REVISION HISTORIC BUILDINGS SHALL COMPLY WITH THIS CHAPTER,EXCEPT AS MODIFIED IN CHAPTER 12. COAWENTS:THIS BUILDING WITH PROPOSED OCCUPANCIES MEETS ALL REQUIREMENTS FOR NONSEPARATED OCCUPANCIES. 701.2 CONFORMANCE SECTION 506 BUILDING AREA PERMIT SUBMITTAL 2 AN EXISTING BUILDING OR PORTION THEREOF SHALL NOT BE ALTERED SUCH THAT THE BUILDING BECOMES LESS SAFE THAN ITS EXISTING 506., DRAWING PLOT DATE GENERAL 2024-09-03 2 CONDITION. CHAPTER 9: FIRE PROTECTION AND LIFE SAFETY SYSTEMS REVISION I DATE THE ALLOWABLE FLOOR AREA OF A BUILDING SHALL BE DETERMINED BASED ON THE TYPE OF CONSTRUCTION,OCCUPANCY CLASSIFICATION, m N COMMENTS:THIS PERMIT SUBMITTAL SET OF DRAWINGS WAS PREPARED USING THE PRESCRIPTIVE COMPLIANCE METHOD. WHETHER THERE IS AN AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT THE BUILDING AND THE AMOUNT OF BUILDING FRONTAGE ON SEC110N 906 PORTABLE FIRE EXTINGUISHERS o`o PUBLIC WAY OR OPEN DACE m 2 506.2 ALLOWABLE AREA DETERMINATION c„"E6 [F]906.1 WHERE REM .o TABLE 506.2 ALLOWABLE AREA FACTOR IN SNARE FEET PORTABLE FIRE EXTINGUSHERS SHALL BE INSTALLED IN ALL OF THE FOLLOWING LOCATIONS: d 1. IN GROUP A 8 E.F.H,I,M,R-1,R-Z R-4,AND S OCCUPANCIES. TYPE OF CONSTRUCTION 506.3 FRONTAGE INCREASE t° OCCUPANCY F 906.2 GENERAL REQUIREMENTS owrveRAROAooREss: CIA$$IFICATION TYPE V [] 76005TH AVEINUE SOUTH m SEE FOOTNOTESMI PER TABLE 506.3.3 IS 25R m B PORTABLE FIRE EXTINGUISHERS SHALL BE SELECTED AND INSTALLED IN ACCORDANCE PATH 14S SECTION AND NFPA 10. SEATTLE,WA 98108 o.r B Sl 36,000 CONTACT:GARY MOFFIT o.3 IF]906.3 SIZE AND DISTNBUTION F-2 S1 52,000 F-2 52,ODD X.25=13,000 KEY PLAN Ev SO TOTAL ALLOWABLE BOLDING AREA IS THE SIZE AND DISTRIBUTKN OF PORTABLE FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH SECTIONS 906.3.1 THROUGH 906.3.4. 2 S-1 SI 52,000 52A00+13,000=65,000 S.F. `m a COMMENTS:THE FIRST LEVEL IS 60,000 S.F..-SEE CALCULATIONS FOR INCREASED AREA IN NEXT SECTION,506.3 FRONTAGE INCREASE LIGHT(Loy) ORDINARY EXTRA(High) m`m HAZARD (Moderate) HAZARD m o OCCUPANCY HAZARD OCCUPANCY t r 506.3 FRONTAGE INCREASE OCCUPANCY v m EVERY BUILDING SHALL ADJOIN OR HAVE ACCESS TO A PUBLIC WAY TO RECEIVE AN AREA FACTOR INCREASE BASED ON FRONTAGE. AREA MHWM-RATED SINGLE c n° FACTOR INCREASE SHALL BE DETERMINED IN ACCORDANCE PATH SECTIONS 506.3.1 THROUGH 506.3.3. EXTINGUISHER 2-A 2 A 4-0 `m m SHEET NAME 3 506.3.1 MINIMUM PERCENTAGE O PERIMETER CODE ANALYSIS c TO QUALIFY FOR AN AREA FACTOR INCREASE BASED ON FRONTAGE,A BUILDING SHALL HAVE NOT LESS THAN 25 PERCENT OF ITS PERIMETER MAXIMUM FLOOR AREA.9 PER UNIT OF A 3000 S.F. 1,501 S.F. 1,000 S.F. ON A PUBLIC WAY OR OPEN SPACE. SUCH OPEN SPACE SHALL BE ETHER ON THE SAME LOT OR DEDICATED FOR PUBLIC USE AND SHALL BE ACCESSED FROM A STREET OR APPROVED FIRE LANE. w c MAXIMUM FLOOR AREA 506.3.2 TO QUALIFY FOR AN AREA FACTOR INCREASE BASED ON FRONTAGE,THE PUBLIC WAY OR OPEN SPACE ADJACENT TO THE BUILDING FOR EXTINGUISHER 11,250 S.F. 11,250 SF. 11,250 S.F. o PERIMETER SHALL HAVE A MINIMUM DISTANCE(W)OF 20 FEET MEASURED AT RIGHT ANGLES FROM THE BUILDING FACE TO ANY OF THE m m SCALES AS NOTED FOLLOWING: o MAXIMUM DISTANCE OF `m 1. THE CLOSEST INTERIOR LOT UNE. TRAVEL TO EANGUISHER 75 FEET 75 FEET 75 FEET HEETNUMBER 2 THE ENURE WIDTH O A STREET,ALLEY,OR PUBUC WAY. E r0�1• 3. THE EXTERIOR FACE OF AN ADJACENT BUILDING ON THE SAME PROPERTY. 0■0 a°a THE FRONTAGE INCREASE SHALL BE BASED ON THE SMALLEST PUBLIC WAY OR OPEN SPACE THAT IS 20 FEET OR GREATER AND THE COWAE NTS:THIS BUILDING WALL HAVE 20 FIRE EXTINGUISHERS " PERCENTAGE OF BUILDING PERIMETER HAVING A MINIMUM 20 FEET PUBLIC WAY OR OPEN SPACE r� THE 2021 UNIVERSAL PLUMBING CODE (ABBREVIATED ON THIS SHEET AS UPC) AND ANSI A117.1-2017 ARE BOTH CURRENTLY ADOPTED BY THE STATE OF WASHINGTON SCR Architects N 24^ 1221 E.Pike St. Suite 205 z MIN. n I I I I I Seattle,WA 98122 Ll- - 2 ARCHITECT/CONSULTANT SEAL � I'-0" '-0"I'-0" SD SCD HD PTD SND RN 0 MIN. MIN. MIN. 8879 REGISTERED 8 � - m AR ITS ECT d r r ' _ ' o F- - o �' Scott an Connor L L STATE OF WASHINGTON o I TP SNR ¢ ¢ C, ¢� I o o o a CD .4. 00 a ro a mo m J26j" io z_FINISH FLOOR MIN. ADJACENT TOILET COMPARTMENTS ADJACENT URINAL901LET PAPER DISPENS6NITARY RECEPTACLE MIRROR SOAP DISPENSER SEAT COVER SANITARY NAPKIN ROOM NUMBER ELECTRICAL THERMOSTAT, FIRE ALARM FIRE WHITE BOARD. STANDING CLOCK.SPEAKER MOP RACK UPC SECTION 402.5 UPC SECTION 402.5 ANSI A117.1-2017 ANSI A117.1-2017 ANSI A117.1-2017 ANSI DISPENSER,HAND DISPENSER ANSI RECEPTACLE, LIGHT SWATCH, HORN, VISIBLE EXTINGUISHER TACK BOARD DRINKING SECTION 604.7 SECTION 308 SECTION 603.3 A117.1-2017 DRYER.PAPER ANSI A117.1-2017 CAN,OR OR FIRE ALARM SIGNAL,OR CABINET ANSI FOUNTAIN DRAWN BY: amv SECTION 308 TOWEL A117.1-2017 SECTION 703 TELEPHONE PULL STATION COMBINATION ANSI A117.1-2017 ANSI CHECKEDBY: C.R. DISPENSER SECTION 308 OUTLET ANSI ANSI A117.1-2017 SECTION 308 A117.1-2017 ANSI ANSI A117.1-2017 A117.1-2017 SECTION 308 SECTION 602.4 APPROVEDBY: C.R. 1 RECOMMENDED MOUNTING HEIGHTS A117.1-2017 A117.1-2017 SECTIONS 308 SECTIONS 702, 3/8"=1'-0" SECTION 308 SECTION 309 AND 702 AND 06.4.2- 1106.4.4 CLEAR FLOOR SPACE CIRCULAR SPACE T-SHAPED TURNING SPACE SECTION 306: KNEE AND TOE CLEARANCE 305.3.1 NEW BUILDINGS AND FACILITIES. IN NEW BUILDINGS THE CLEAR FLOOR THE TURNING SPACE SHALL BE A CIRCULAR THE TURNING SPACE WITHIN A 64"MINIMUM SQUARE, 306.1 GENERAL. WHERE SPACE BENEATH AN ELEMENT SPACE SHALL BE 52"MINIMUM IN LENGTH AND 30°MINIMUM IN WIDTH. SPACE WITH A 6-INCH MINIMUM DIAMETER. WITH ARMS AND BASE 38 INCHES MINIMUM WITH WIDTH IS INCLUDED AS PART OF THE CLEAR SPACE AT AN VERTICAL CHANGE IN LEVEL (A) CHANGES IN LEVEL OF 1/4"MAXIMUM IN HEIGHT SHALL FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A SLOPE NOT STEEPER THE TURNING SPACE SHALL BE PERMITTED EACH ARCH OF THE T-BAR SHALL BE CLEAR OF ELEMENT,CLEARANACE AT AN ELEMENT,OR A BE PERMITTED TO BE VERTICAL. THAN 1:48 AND SHALL COMPLY WITH SECTION 303 CHANGES IN LEVEL. TO INCLUDE KNEE AND TOE CLEARANCE OBSTRUCTIONS 12 INCHES MINIMUM IN EACH DIRECTION, TURNING SPACE, THE SPACE SHALL COMPLY WITH ",MAXIMUM ONE FULL,UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE SHALL ADJOIN OR COMPLYING WITH ANSI 117.1-2017 SECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 SECTION 306. ADDITIONAL SPACE SHALL NOT BE OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE. 306 INCHES MINIMUM. PROHIBITED BENEATH AN ELEMENT,BUT SHALL NOT �L 6-4- BE CONSIDERED AS PART OF THE CLEAR FLOOR Q SEE SECTION 305.7 FOR"CLEAR FLOOR SPACE IN AN ALCOVE! _ 64 MINIMUM SPACE OR TURNING SPACE. Q BEVELED CHANGE IN LEVEL (B) CHANGES IN LEVEL GREATER THAN 1/4"IN HEIGHT AND / NOT MORE THAN 1/2"MAXIMUM IN HEIGHT SHALL BE 2-6" z BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. SEE(B) 30"MIN. / \ I I h V _ Z °M°o z 8"MIN. cO AND(C)AND SECTION 302: FLOOR SURFACES IN THE ICC A117.1-2017 STANDARD. I I I I I z o \ c o Coll (C) RAMPS AND BLENDED TRANSITIONS I I 5'-7" / L - J (V fV s Q CHANGES IN LEVEL GREATER THAN 1/Z IN HEIGHT - z N Of z MINIMUM-DIAMETER FOR NEW 11" 3'-6" 11" m (- SHALL BE RAMPED AND SHALL COMPLY WITH ICC ANSI L - BUILDINGS(60"EXISTING BUILDINGS) 42°MINIMUM 11° 1 6" W Q 117.1-2017 SECTION 405 OR 406. E SEC110N 307: PROTRUDING OBJECTS w SIZE OF CLEAR FORWARD APPROACH PARALLEL APPROACH THE TURNING SPACE SHALL BE PERMITTED TO INCLUDE MIN. MAX. Q = FLOOR SPACE CIRCULAR SPACE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION CLEAR FLOOR SPACE SIZE OF TURNING SPACES 306 ONLY AT THE END OF EITHER THE BASE OR ONE n KNEE AND TOE CLEARANCE O M 2 CHANGES IN LEVEL 3 4 ARM. ��LIMITS OF PROTRUDING OBJECTS Z z N 6"=1'-0" 3/8"=1'-0" 3/8"=1'-0" 3/8"=1'-0" 3/8"=1'-0" Q LU 00 SECTION 308: REACH RANGES SECTION 308: REACH RANGES SECTION 30& REACH RANGES SECTION 30& REACH RANGES SECTION 308: REACH RANGES Z U< aZ 308.2 FORWARD REACH. 308.2.2 OBSTRUCTED HIGH REACH. WHERE A HIGH FORWARD REACH IS OVER AN 308.3 SIDE REACH. 308.3.2 OBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR SPACE COMPLYING 308.3.2 OBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR SPACE O H O 308.2.1 UNOBSTRUCTED. WHERE A FORWARD REACH OBSTRUCTION,THE CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 AND KNEE AND TOE 308.3.1 UNOBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE COMPLYING WITH SECTION 305 ALLOWS A PARALLEL APPROACH TO IS UNOBSTRUCTED,THE HIGH FORWARD REACH CLEARANCE COMPLYING WITH SECTION 306 SHALL EXTEND BENEATH THE ELEMENT FORA WITH SECTION 305 ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCITON, THE HEIGHT OF THE OBSTRUC110N AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, w (9 SHALL BE 48 INCHES MAXIMUM AND THE LOW DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. EDGE OF THE CLEAR FLOOR SPACE IS 10 INCHES MAXIMUM FROM THE ELEMENT, SHALL BE 34 INCHES MAXIMUM ABOVE THE FLOOR AND THE DEPTH OF THE THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAXIMUM FORWARD REACH SHALL BE 15 INCHES MINIMUM THE HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW SIDE REACH OBSTRUCTION SHALL BE 24 INCHES MAXIMUM. ABOVE THE FLOOR AND THE DEPTH OF THE OBSTRUCTION SHALL BE w CO ABOVE THE FLOOR. SHALL BE 15 INCHES MINIMUM ABOVE THE FLOOR. 24 INCHES MAXIMUM. 3 Q 1. (A) (B) (A) B) ABSOLUTE CLEAR WIDTH OF OPENING PROJECT NO. INCLUDING DOOR, JAMB,AND HARDWARE 2308 I TO BE 32"MINIMUM, TYPICAL, ISSUE DATE 2024-09-03 z x x x o I CURRENT REVISION z N z z z to g '.� 18"MIN. CLEARANCE BEYOND STRIKE JAMB ON SWING SIDE OF DOOR PERMIT SUBMITTAL " O o o o o o o o DRAWING PLOT DATE a o a z 1 6" 2024-09-03 MIN a 6°M REVISION IDATE aN -8" 20"-25" 10" 10" 10 m° MAX. 0- 'MAX. MA;. to UNOBSTRUCTED FORWARD CLEAR AREA AT DOOR-FRONT APPROACH m REACH ELEVATION 8 OBSTRUCTED HIGH FORWARD REACH ELEVATION R UNOBSTRUCTED SIDE REACH ELEVATION 10 OBSTRUCTED HIGH SIDE REACH ELEVATION 11 PULL SIDE 3/8' -1'-0' 3/8" 3/8"-1'-0' 3 8 - 1 0 G _ MID WOUNTAIN MATERIALS 7600 5TH AVENUE SOUTH SEATTLE,WA 95706 o CONTACT:GARI MOFFIT 2'-8" ` FIGURE 404.2.32 u MANEUVERING CLEARANCE AT MANUAL FIGURE 404.232(E)MANEUVERING CLEARANCE AT MANUAL 2'8"" FIGURE 404.2.3.2(G)MANEUVERING CLEARANCE AT MANUAL 2'8" ` PLAN E d MIN. SWINGING DOORS SWINGING DOORS SWINGING DOORS �2 - - HINGE APPROACH -PULL SIDE HINGE APPROACH -PULL SIDE I- - LATCH APPROACH-PULL SIDE - - I g l I I *54"MINIMUM IF CLOSER IS PROVIDED g l �o 14 1 z L -L - -J * IF BOTH CLOSER AND I z LATCH ARE PROVIDED R - - DOORWAY t Z_ DOORWAY 2'-0" SHEET NAME n I d I 24 MIN. WIDTH I WIDTH DOORWAY MIN. ACCESIBILITY . a WIDTH 1 " * `\ 3'-0" 3'-0" FIGURE 404.2.3.2(F)MANEUVERING CLEARANCE AT MANUAL SWINGING �I� _ DIAGRAMS g FIGURE 404.2.3.2(B)MANEUVERING CLEARANCE AT MANUAL 36" N. - - 42°MIN. - FIGURE4042.32(Hl MANEUVERING CLEARANCE AT MANUAL 2 SWINGING DOORS HINGE APPROACH-PUSH SIDE SWINGING DOORS a FRONT APPROACH-PUSH SIDE-NEW BUILDINGS * IF BOTH CLOSER AND LATCH ARE PROVIDED MIN. LATCH APPROACH -PUSH SIDE `m ** IF BOTH CLOSER AND LATCH ARE PROVIDED *48"MINIMUM IF CLOSER S PROVIDED SHEET NUMBER c CLEAR AREA AT DOOR-HINGE CLEAR AREA AT DOOR-LATCH CLEAR AREA AT DOOR-LATCH CLEAR AREA AT DOOR-FRONT APPROACH v A0.O x 12 PUSH SIDE 13 CLEAR AREA AT DOOR-HINGE APPROACH PULL SIDE 14 APPROACH PUSH SIDE n APPROACH PULL SIDE ��LPIROACH PUSH SIDE 3/8"=1'-0" 3/8"=1'-0" U 3/8" COPYRIGHT SCR PRCHHECrs x SCR Architects I I w N I 1221 E.Pike St. Suite 205 z ❑ ❑ _ _ _ Seattle,WA 98122 w ARCHITECT/CONSULTANT SEAL U O Z I 8879 REGrrrI���STERED I I AR ITE EC CT T o CODE REVIEW — OCCUPANT LOAD AND EXITING ROOM NAME ROOM NUMBER AREA OF DE111"ATED USE(DEFINED IN OCCUPANT OCCUPANT 2 DOTS NOTES Scott Connor STATE OF WASHINGTON ROOM 2018 WA IBC TABLE 1004.5) LOAD LOAD ARE EXISTING FACTOR REWIRED LUNCH ROOM -- 1,513 GROSS A-3: ASSEMBLY UNCONCENTRATED(TABLES AND CHAIRS) 15 NET 50+/- YES -787 S.F.NET TESTING AREA EASTRIG OFFICE -- 68 B: BUSINESS AREAS 150 GROSS 1 NO I 0 D%ISTING OFFICE -- 129 B: BUSINESS AREAS 150 GROSS I No ENTRY O .DUSTING OFFICE -- 73 B: BUSINESS AREAS 150 GROSS 1 NO VESTIBULE DOSTING OFFICE -- 129 8: BUSINESS AREAS 150 GROSS I NO DRAWN BY: 8fi1V EXISTING SERVER ROOM -- 92 S: ACCESSORY STORAGE AREAS 300 GROSS i NO L, EN CHECKED BY: C.R. EXISTING OFFICE -- 132 B: BUSINESS AREAS 150 GROSS I NO I APPROVED BY: C.R. EXISTING OFFICE -- 144 B: BUSINESS AREAS 150 GROSS 1 NO DUSTING ENTRY -- 212 B: BUSINESS AREAS 150 GROSS 2 NO — — — — — — / TOTALS 2,492 59 YES _._._._._� FIRE AREA _', I I LUNCH ROOM I 0 1,513 S.F. 1 Q A3 II 1 LEGEND So O� I p[ eao S ROOM ROOM NAME AND SQUARE FOOTAGE I 1 _ Z OCCUPANCY DESIGNATION ® O III / 1 �J LMAHNE 15 TOTAL OCCUPANT LOAD FOR ROOM EXISTING OFFICE EXISTING N 1 I 688 S.F. 129 S.F. J DESIGNATED EXITF- 18 x OCCUPANT LOAD FOR EACH EXIT I / 1 LU G7 L04 LU - - - - - ACCESSIBLE PATH 1 I 1 Q Of O r> I 1 1 Z Z N ❑ I w< ' I EXISTING OFFICE 1 � EXISTING OFFICE Z LU TRASH + 1 / V� 1 12�F. Z Q RECYCI E I 1 O m � O = 1 :- - CO ---------- 1 — o�FXISIING- - - Q SERVER ROOM PROJECT NO. 2308 ------------ ---------- I 92 SO F 1 EXISTING OFFICE ISSUE DATE ,s�F. 2024-09-03 ---------- 1 © CURRENT REVISION PERMIT SUBMITTAL DRAWING PLOT DATE ---------- / I i 2024-09-03 m / 1 REVISION IDATE 1 a° / 1 .0 AL d - - - - - 11 — -� - - �T�CTWEENE6' 25 - - - - - - - - N o 1. DIS 2 S 1 c Ir 3 I _ _ __ _ _•J EXITS 88'-5` - 212 S F MID-OUAVENUE MATERIALS SEATTLE,VE UES n G _ I 1 CONTACT:GARY MOFFIT ° I / ® ® ® ® E ISTING OFFICE ----------- 1 PLAN TE m ' ___________ 2 Q 144 S.F. ----------- ° ----------- 1 -----------I 1127/77 4! I 1 I 00 ° / CIO - - - - - - - -II - - - - - - - - - - - - - - - - �' - -L21 LEO 10 I32 --_O SHEET NAME FIRST FLOOR 3s EXITING PLAN �a h° a o m h SCALE AS NOTED 2308 MID MOUNTAIN MATERIALS LUNCH�00�." P,EMEFL OFFICE FIRST FLOOR EXITING PLAN SHEETNUMBER m� 1 9� :ElN 1/4�� = 1 l_011 AO. 5 00 oo COPYRIGHT SCR ARCHITECTS !y X N SCR I Architects N ISt.i ❑ ❑ — — — — — — — — — — — — — — — — — — — — — — — — Seat E.Pike 81 Suite 205 w � Seattle,WA 98122 5 O ARCHITECT/CONSULTANT SEAL OUTLINE OF EXISTING I 8879 REGISTERED FIRST FLOOR WALLS A RR ITE o CODE REVIEW — OCCUPANT LOAD AND EXITING WASHINGTON ROOM NAME ROOM NUMBER AREA OF DESIGNATED USE(DEFINED IN OCCUPANT OCCUPANT 2 EIOTS NOTES Scott an Connor STATE OF ROOM 2D18 WA IBC TABLE 10D4.5) LOAD LOAD ARE SF. FACTOR REQUIRED OFFICE -- 169 B: BUSINESS AREAS 150 GROSS 2 NO I OFFICE -- 126 B: BUSINESS AREAS 150 GROSS 1 NO I I OFFICE -- 288 B: BUSINESS AREAS 150 GROSS 2 NO EXISTING OFFICE -- 2D3 B: BUSINESS AREAS 150 GROSS 2 NO EXISTING OFFICE -- 193 B: BUSINESS AREAS 150 GROSS 2 NO DRAWN BY: amy EXISTING OFFICE -- 139 B: BUSINESS AREAS 150 GROSS 1 NO I CHECKED BY: C.R. EXISTING OFFICE -- 390 B: BUSINESS AREAS 150 GROSS 3 NO HATCH INDICATES NEW EXISTING OFFICE -- 228 B. BUSINESS AREAS 150 GROSS 2 NO WALL, TYPICAL APPROVED BY: C.R. EXISTING COMPUTER ROOM -- 110 B: BUSINESS AREAS 150 GROSS 1 NO OPEN OFFICE -- 543 B: BUSINESS AREAS 150 GROSS 4 NO EXISTING OFFICE -- 110 B: BUSINESS AREAS 150 GROSS 1 NO TOTALS 2,soo zt No OUTLINE OF EXISTING I FlRE AREA FIRST FLOOR WALLS I OFFICE OFFICE OFFICE 169�5 F. 26�5 F. 288�S.F. 0 LLJ ❑ O LEGEND [T-� O ra CLASSROOM ROOM NAME AND SQUARE FOOTAGE 640 S.F. - - - - - - - - - - - - - - - - - - - - — — `-' Z OCCUPANCY DESIGNATION J 15 CE TOTAL OCCUPANT LOAD FOR ROOM EXISTING OFFICE N 710�S.F. J i DESIGNATED EXIT I 0 OPEN OFFICE I EXISTING OFFICE I Q a w OCCUPANT LOAD FOR EACH EXIT ❑� 543�S.F. C 0 20® � Q —-— --- — ACCESSIBLE PATH ® O Q = 0 Z N ZQ Z LLJ >3: O ZQ $L0 Z oZi I EXISTING PROJECT NO. 2308 EXISTING OFFICE COMPUTER ROOM ISSUE DATE 228�SS.F. 110 S.F 2024-09-03 0 0 _ CURRENT REVISION 01 PERMIT SUBMITTAL EXISTING OFFICE DRAWING PLOT DATE _ 2024-09-03 1 s®F. ® REVISION I DATE o� v y 2 �� - - - - - - 4G-43/4° - - - - - - - - - - — - - 10 — - 2 L`J m� OWNERANDAODRESS: 13 I MID-MOUNTAIN MATERIALS �$ EXISTING OFFICE 1 7600 5TH AVENUE SOUTH G z I SCOAR :W l'IJ. FFR �.3 390 S.F. KEY PLAN XI TINGG OFFICE OPEN TO BELOW `t e 1139 S.F. I D I dzo tp oo N C N HEIET NAME $ —O SMEZZANINE LEVEL EXITING PLAN d� �o 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL SCALE AS NOTED v �y OFFICE MEZZANINE LEVEL EXITING PLAN SHEET NUMBER E� o " 1 A0.06 � 1/4MM = 1 M_O�M tU H V) COPYRIGHT SCR A CHITECI5 t0 S 8� 50'41 E SCR I Architects N 477.42' F I 1221 E.Pike St. Suite 205 w Seattle,WA 98122 z 7 ARCHITECT l CONSULTANT SEAL U o I 8879 /RE/G�IySITER .- I o AR IT T z AT o 1 5'-0" WIDE STATEIIOF WASHINGTON SIDEWALK 1 � I I ASPHALT o 149'-3" DRAWN BY: amV I i CHECKED BY: C.R. I APPROVED BY: C.R. l 3'-0" WIDE---,-., cv I PLANTING BURLINGTON NORTHERN , STRIP o `n fRAILROAD 25-0" z I 1 I o DOCK HIGH o LOADING _ C1111 ;\ I RAMPS V 00 = J �-ROOF I cn 11' EXTENSION J 1 I z sr-s" � 260'-8" Q 1 1 F- I a W ZN LU w N oO a Q = F- LU Q ---- " Z LU > 1 1 ¢Z I p mo 1 ¢ 47.42' W o J � PROJECT NO. 2308 36 ISSUE DATE I Ln 2024-09-03 ' CURRENT REVISION 1 S 88" 4848 E PERMIT SUBMITTAL I DRAWING PLOT DATE I 140,40 2024-09-03 REVISION I DATE {=N I C s1 20'-0" WIDE GREEN BELT o 1 ► a I � I � owneR nnoAocRsss: c� -- MIOMOUNTAIN MATERIALS T600 STH AVENUE SOUTH SEATTLE,WA 55705 n p I II O I L.C7 CONTACT;GARY MOFFIT $ 1 zKEY PLAN I� N : MAIN — n P 1.LOT PLAN of o-Oe BUILDING 5 100'-0" m ENTRY 5-0 WIDE PLANTING STRIP 277777 2.9 1 o SHEET NAME - 1 290.00' PLOT PLAN - - o 188TH ST. NORTHEAST - - - - m� SCALES AS NOTED v9 m SHEET NUMBER o Al ■O1 E iyyyy cU H 41 COPYRIGHT Q SCR ARCHRECIS W , SCR Architects 1221 E.Pike St. Suite 205 z !�C - - - - - - - --in - - - - - - - --- rd Seattle,WA 98122 W I z _IT , pp ARCHffECT/CONSULTANT SEAL c�i 8879 REGISTERED ARPWITECT 711 STATE OF WASHINGTON I ! ! DRAWN BY: amv CHECKED BY:-C.R. APPROVED BY:.C.R. I I Ir — — - - - I i I I II rr N, SLAB ON C Ti SLAB ON C-cF C'ENJ GR Cr' vLw L) I Fj"(,' r Cj `E ( I STRL ijrAL D AWINGS I Ir. )RAWINGS 0 I I I O0C - - - - - - - -I- - -� - - F F _ iII - - � F — — _ I � , jl I II ca � I a I ' w z Z N -- - I -- — LJI I I z >i aZ ! � I ILLo p � I _ s I� - _ a � °Q Fl PROJECT NO. a 2308 r ! I ! ISSUE 2024 09-03 CURRENT REVISION — — ! -- -----1 ! I PERMIT SUBMITTAL ! I ___ DRAWING PLOT DATE �� —r —_ --- �� I I ( 2024-09-03 Ll REVISION I DATE n _ - - — — —� — �� - - I I - - - -� — - - - - — . Ll W� II II C— o NERum­ MOO FM SOUTH MID-MOOa INU MATERIALS SEAT U WA 981.. CONTACT:GARYMOFFIT KEY-i �P ------------ PLAN _d I ----- ! I I I I ---------- t� I_I I I II II II I II eoo 0 SHEET NAME I `l 3 FOUNDATION J j B A DEMOLITION PLAN E I ao 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL SCALE As NOTED v OFFICE FOUNDATION DEMOLITION PLAN SHEET NUMBER Et 1 - - - N 1 A _ 1,_�,� A2.00 s U F U) COPYRIGHT SCR ARCHITEM A x W SCR Architects N -- 1221 E.Pike St. Suite 205 i — - - - - - - - - - - - - - - - - - - - - — - - v Seattle,WA98122 ARCHITECT/CONSULTANT SEAL I 8879 REGISTERED I II II C) I I I I I AR ITECT OSTATEScot'OF WASHINRu GTON EXISTING I I TESTING AREA I I I I � I I II 0 I I. I DRAWN BY: amV CHECKED BY: C.R. APPROVED BY: C.R. I I O — I O REMOVE THIS DOOR AND INFILL EXISTING OFFICE � 6� EXISTING OFFICE �EXIST LUNCH 129S.F. _NWROOM I ZJQ~a� �mLQw S.F. IL---- —————— OHZn LL 00 "Z ZQEXISTING OFFICE EXISTING OFFICE Z Q70 29S.F. O Z _ NC_9 CO —I — FXISTING— SERVER ROOM 3 PROJECT NO. ---------- I 2308 I 92 S.F. ISSUE DATE ------ I EXISTING OFFICE 2024-09-03 -' CURRENT REVISION I PERMIT SUBMITTAL -- - DRAWING PLOT DATE _ _® - �• � I � �\ 2024 09 03 / I I REVISION I DATE —————— --- $'55 -------7------- --- - — - -I - - - -- - > - - - - - - - - - - - I z 7+ �y ———— —— OWNERMIO PDDRESS: MID-MOUNTAIN MATERIALS r (I—_---J J I \\ II I I I \\ II EXISTING sE�nGTnE wAN98108uTH CONTACT;GARYMOPPIT ——— 03 NGOFFICE --- -- -- 212 S.F. ETI KEY PLAN 139 S.F. ---------- �m I jll I I o III I I I I --- ------- 1I I I I I ----------- tc II I d ; I II II I I e'A? _ — — — — — — — — — — — — — — — — — — — — — — — I — — _ — — — — — — — r — — —�7 I SHEET NAME \/ FIRST FLOOR DEMOLITION PLAN E p C + + g A a p 09 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL SCALE As NOTED N 1 OFFICE FIRST FLOOR DEMOLITION PLAN SHEET NUMBER t� 1.Of1/4" = 1' 0" A2.01 p COPYRIGHT SCR ARCH ITEM t+! X W SCR I Architects 1221 E.Pike St. Suite 205 — — — — — — — — — — — Seattle,WA 98122 z — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — LU ARCHITECT/CONSULTANT SEAL OUTLINE OF EXISTING 8879 FIRST FLOOR WALLS RE�,GI,S,TTEE_R�E�D z I IAT3"ScoN n Connor o A4, STATE OF WASHINGTON I I I I I I I I DRAWN BY: 2MV CHECKED BY: C.R. _ 1 I APPROVED BY: C.R. I OUTLINE OF EXISTING I I FIRST FLOOR WALLS I I OFFICE OFFICE I F 69�5 F. 126 S.F. 288 S.F. O O —.— -- --I --- -------- I ---� r------------rr————— ------ —————— ----------- -� Z I I � ► I J I EXISTING OFFICE I I I OPEN OFFICE I Q I EXISTING OFFICE I III�5 F, I I I 543�5 F. I 0 I 203 S.F. W Q LU I I I / III III � J ILyII Z Q N " —_--I-------------� L ------- LU CN Ll z H Q z a I i�: 0 �o 1 � S r-cD sN sw PROJECT NO. EXISTING COMPUTER EXISTING 2308 OFFICE I ROOM Issue DATE — 228�S.F. i 110 S F. I 2024-09-03 CURRENT REVISION --- �N I I I I I PERMIT SUBMITTAL EXISTING OFFICE DRAWING PO T 5ATE { 024-09-03 93 . . REVISION DATE Q c 80 I - - - - - - - _� - - - - - - - - - - - � - - 2 OWNERN:O AGDRE89: I I MIO-MOUNTAIN MATERIALS °5 EXISTING OFFICE 75005TH AVENUE SOUTH P SEAT LE,WA 96 08 2 o CONTACT:GARY MOFFR 390 S.F. Y PLAN E" OPEN TO BELOW 2. EXISTING OFFICE ° I 1 139 S.F. m� I'E o i-i I 00 am — - - - —I— _ — 1 — — — - - ---�i— — — — — — — SHCCf NAMC - MEZZANINE LEVEL j DEMOLITION PLAN ds -� 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL SCALE AS NOTED N � OFFICE MEZZANINE LEVEL DEMOLITION PLAN HEETNUMBER 1/4„ _ 1,_0„ A2.02 cU HN COPYRIGHT 0SCR ARCHITECTS N aa.o� aa.a� a�.o2 SCR I Architects m _ 1221 E.Pike St. Suite 205 i S _ _ — _ _ ` - — — — — — — — — — ( — fl eattle,WA 98122 ~ l�J a 7 ARCHITECT/ SEAL N�EGI3-CED cD J O Scott an Connor L ( Q STATE OF WASHINGTON I I I DRAWN BY: amV . CHECKED BY: C.R. APPROVED BY: C.R. I I I I _ I SR LLS N Tv['ICAL O SEE STRUCTURAL — — — — — oenWN e Z ILI co I I II I I j O I I Q W Cf) LU Z ON /I N Z >� a �Z O O g Iwo Loz -- ---- � °a ------------- PR OJECT NO. 2308 ISSUE DATE -- --- 2024-09-03 -- ------ CURRENT REVISION ____ I __ ----- I I i PERMIT SUBMITTAL -- I I i 2024-09A 03 _ REVISION I DATE o I I , r - owemAROAmResS: 0 3 MIDAIOUNTAIN MATERIALS 760051 H AVENUE SOUTH m S I SEATRE.WA 98108 0 5 CONTACT:GARYMOFFIT n� KEY PLAN E o _____ I ---------- m c rr I I I c 1 —_1 — — - — — — — —1— — — — — — — — — — �- — — SHEET NAME FOUNDATION PLAN As u SCALE.AS NOTED 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL OFFICE FOUNDATION PLAN SHEET o< A2.10 N 1 n -Off y� 1/4 = 1 0 t� tp COPMIGHT 0 SCR ARCHITECTS M A4.01 a . SCR I Architects —�' 1221 E.Pike St. Suite 205 � I I Seattle,WA 98122 0 — — ARCHITECT CONSULTANT SEAL � I I 3879 ott IR/RAS/nRrG�ICS oonoErD IET — T p i + STATE OF WASHINGTDN ISi1NG TESTING AREA DRAWN BY: amV CHECKEDBY: C.R, I I I I I ENTRY APPROVED BY: C.R. VESTIBU E TTT (LUNCH ROOM 1,4033SS.F. I I O REMODOORVAND IS = — —I— — NFILL ® U OVENDING XI TIN OFFICEJ MACHINES XI NG OFFICE � � 68 S.F. DOOR 129 S.F. AND Q H Q � 0 IIQ Z z DO NEW WALL Q �DOEXISTING OFFICE (EXISTING OFFICE w Q TRASH + 73�S.F. 129�S.F. Z >� RECYCLE �I = Q 2 1 1 o C --------- _ �a — — — — — EXISTING_ — — I — — — — — — — I - ------- I T SERVER ROOM PROJECT NO. - -------- 2308 1 92 S.F. ISSUE DATE ----- 1 1 � ----- 132 S.F.EXISTING OFFICE 2024-09-03 CURRENT REVISION 1 1 PERMIT SUBMITTAL RAWING PLOT 2024-09 DATE REVISION DATE � �p I I ---Is NEW DOOR Q1Q 8 - - — - - - - - - - - - - - - - — — — T1P� - - - - — — - -F -UfbMALLS - - - - - - - - — f - - �2 EXISIAG ENTRY MID-MOUNTAIN MATERIALS 7600 6TH AVENUE SOUTH SEATTLE,WA 93106 Q a CONTACT:GARY MOFFIT E�ISTING� ----------- KEY PLAN E.e 144 S.F. ----------- � ® I ----------- -- --- I W= ----------- �w I 077777 SHEET NAME �_ \! FIRST FLOOR PLAN- PHASE 1 Ag E D C I I B I A 2a 2308 MID MOUNTAIN MATERIAI S LUNCHROOM REMODEL SCALE As NorFo IN1 OFFICE FIRST FLOOR PLAN EETNUMBER 1/4 1 0 A2.1 COMIO SCR ARCHn= N I I I I I I l l l l l l l l l i c Architects I I I A4. 1 A4.01 i UPi��, I I I I I I I I I I A4. I SCR w — — _ — _ _ — — — _, '--'I���' — — — — — — — — — — �L-^�-JI- — — �I I_I=LLIJ=LL1� I Settle,WA 81221221 E.Pike St. UItB205 0 I I I —� ARCHITECT/CONSULTANT SEAL i I �REGISTEREDPOSSIBLE FUTURE STAIR LOCATION oScott n Conn/fT or EXISTING ' I ( STATE OF WASHINGTON TESTING AREA I I I I I I 0 I I 0 ( I DRAWN BY: amv I I ENTRY CHECKEDBY: C.R. VESTIBULE' I APPROVED BY: C.R. I I ® I I I I I (LUNCH ROOM Ii I I 1,403�5.F. I I I I I I I I o DOOR REMOVAND IS = - - _ INFILL O - - - - - - - - - - - - - - - - - - - - - ®®® O I VENDING �XISTING OFFICE J �}/ MACHINES EXISTI�N OFFICE � d/ u Q 68 S.F. NEW RELITE 129 S.F. AND DOOR J I I I I �Q w uJ Fri I � auJ I I I I i •. � o Z Z N NEW WALLS Q rn EXISTING OFFICE (EXISTING OFFICE Z Q TRASH + z �I 7� 12�F. Z Q z I I RECYCLE � 6 o Nz -- --- I_ a g G CO Q FXIST1 C— SERVER ROOM — — — — — — — — — — — — PROJECT NO. -- — I I ---------- 0 2308 ---------- 132 S.F. I 92 S.F. X STING OFFICE ssue DATE -- 2024-09-03 ------ � CURRENT REVISION ---------- I �I PERMIT SUBMITTALDRAWING PLOT _ ® I 2024-09 DATE REVISION JDATE 2 I I I -LIP I NEW DOOR — — zA ` EXIS--ANI� WALLS G ENTRY ,,{{ OWNERINO POORESS T I I q12 S.F. 7te0D 5TH AVEINUEE SOUTHS 0 5 I ® j CT:w GA sY tMO FRTn%TA ------------ STIN OFFICE KEY PLAN --- t�o I _--zQ 144 S.F. ----- __ --- ------I UP 8£ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — f — — O SHEET NAME S FIRST FLOOR PLAN- PHASE 2 E D C ( I B I A 2308 MID MOUNTAIN MATERIALS I_UNCHPOCI`.l REMODEL SCALE As NOTED E N � OFFICE FIRST FLOOR PLAN_ SHEET NUMBER <� U 1/4" = 1 '-011 A2. 2 COPtt ff 0 SCR FRCHRECTS m W a4.o1 A4.01 <$Ao SCR I Architects N 122 m rrr---��� 1 E.Pike St: Suite 205 U _ — _ - - - - - - - - - - - - - - - - — —I— - - — - - - - - - - - - - — n Seattle,WA98122 lJ CHITECT/CONSULTANT SEAL OUTLINE OE E ISTNG I SaTs REGISTERED a I FIRST FLOORNAI LS I AR TTEci z o Scott Connor or � STATE OF WASHINGTON I i I I I I I I I I I I I I I I DRAWN BY: amV I I CHECKED BY: C.R. I APPROVED BY: C.R. I I I I I I I I I I i i OUTLINE OF EXISTING FIRST FLOOR WALLS OUTLINE OF NEW FIRST FLOOR WALLS BELOWCe 1 z � OPEN OFFICE tjj I J EXISTING OFFI EI Q EXISTING OFFICE 543 S.F. 110 S.F. I ; 1194�S.F W Uj Q F L za I I az DOWN I O F,O Lo Z co $NJ — — — — — � PROJECT NO. EXISTING COMPUTER 2308 EXISTING OFFICE ROOM I ISSUE DATE 1 228OSS.F. I 110 S.F. 2024-09-03 CURRENT REVISION PERMIT SUBMITTAL I. I EIISTING OFFICE DRAWING PLOT DATE 2024-09-03 193 S.F. REVISION DATE I m DOWN owNeR,wonnoRsss: m I MID-MDUNTAIN MATERIALS 7600 STH AVENUE SOUTH $ EXISTING OFFICE SEATRE.WA 981oe o.c I CONTACT:GARY MOFFIT `0 3 390 S.F. KEY PLAN d� I EXILINGFFICE OPEN TO BELOW 1 139 S.F. C 0 — MET NAME EZZANINE LEVEL FLOOR PLAN- + PHASE ONE 0 a° SCALE AS NOTED 2308 MID MOUNTAIN MATERIALS LUNCHR 'A/1 < c - SHEET NUMBER E mT�l FFICE MEZZANINE LEVEL FLOOR PLAN — PHASE 1 N /4" = 1'-0" A2.13 �N � nEc�s — I-TnTI TTIn7TI-Tn a,o Aa.o� I« F-I I-I-I .I I I I I I I I I IDN I A�,o SCR I Architects I LJ I m I I 1221 E.Pike St. Suite 205 W -- - - - - _.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - -rd Seattle,WA 98122 U I I I lJ ARCHITECT I CONSULTANT SEAL o POSSIBLE FUTURE STAIR 8878 Z OUTLINE OF E ISTING LOCATION �REGISTERED FIRST FLOOR ALLS STATE OFF WASHINGTON O I I Scott Connor I I i I I I I I I I DRAWN BY: amy CHECKED BY: C.R. HATCH INDICATES NEW I WALL, TYPICAL I APPROVED BY: C.R. I I I I 1 I I I I I OUTLINE OF EXISTING i ,OFF�C OF� OFFCE O_ FIRST FLOOR WALLS 169 S.F. 126 S.F.I I 266 S.F. I I I � O O 7=� I I I I = Z EXISTING OFFICE OPEN OffICE N 110�5 F. I � EXISTING OFFICE a 543 S.F. 194�5 F. W < I Q = Z O N w00 LU I Z a� DOWN I O 0 7 O in in I mz O� I � a I I � EXISTING COMPUTER - - 3 PROJECT NO. EXISTING OFFICE ROOM I 2308 -- ISSUE DATE z26�s S.F. 1,�F. — 2024-09-03 CURRENT REVISION I PERMIT SUBMITTAL i I EXISTI�N 8 OFFICE 2 - 193S.F. 0240DATE A 0 3 REVISION I DATE I I I n� - �� I I I I I - - - - - - - - - - - - - - - -. - - - - - - - _ _ -I- - - - �. - - - - - - - - - - - '-I - - rnl DOWN OKNER AND-E99: M10.MOUNTAIN MATERIALS 8D.EXISTING OFFICE 78005TH AVENUE SOUTH 1 I IEANEWA8 n r AC MO FFIT 390 S.F. KEY m I TING OFFICE PUN EXIS TING E E OPEN TO BELOW �e I 0 $ I I 1 139 S.F. I wr I I e� I I SHEET NAME MEZZANINE LEVEL FLOOR A P ASE ON- �a �s a c 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL SCALE AS NOTED E N OFFICE MEZZANINE LEVEL FLOOR PLAN - PHASE 2 SHEET NUMBER N! 1 41111 = 11-0„ A2.14 !-N COPYRIGHT SCR MCHITECTS x N SCR I Architects to 1221 E.Pike St. Suite 205 Seattle,WA 98122 1 2 3 C} 5 ARCHITECT/CONSULTANT SEAL 8879 REGISTERED 3 AR ITECT O Soo@ n Connor I STATE OF WASHINGTON — T.O. ROOF I 25'-3" +/- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — . — . — . — . — . — M I I I I I I DRAWN BY: aMV C CHECKED BY: C.R. . — . — . — . — . — . — — — — . — . — . — . — . — . — — — — . — . — . — — . — . — — — — — — — APPROVED BY: C.R. I I I I I I EXISTING OFFICE EXISTING OFFICE EXISTING EXISTING OFFICE ao -- -- CORRIDOR -- " MEZZANINE LEVEL - 10'-0° I . O W LUNCH I NEW ENTRY EXISTING I _ ROOM VESTIBULE WAREHOUSE I V 0 0 I I I I J FIRST FLOOR (n o'Y -o" J CUT EXISTING SLAB ON F GRADE FOR NEW W Tn 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL FOOTING- SEE LU 1 SECTION 1 STRUCTURAL DRAWINGS Q 1/4" _ 1 1_011 Z o N Q 5N �> LU 00 az O 3--o T W p Z Y < p a PROJECT NO. 2308 ISSUE DATE — T.O. ROOF 2024-09-03 25,-3" +�— — — — — — — — — — — — — — — — — — — — — — — — — — —I. — — . — — — — — - — — CURRENT REVISION — — — — . — . — . — — — . — . — . — PERMIT SUBMITTAL DRAWING PLOT DATE � I 2024-09-03 'U 77717ON I DATE plpy 8a z0 — . — — . _ . - - - - - - - . — . — . — . — . — . — I I I I I EXISTING OFFICE EXISTING OFFICE EXISTING EXISTING OFFICE EAVEN98 SOUTHMID-MOLL TAIN MATERIALS CORRIDOR SEArn W1I 3 CoNTACT:GARY MOFFIT E e — MEZZANINE LEVEL o — — KEY PLAN �° N W NEW LUNCH EXI$TI EXISTING ROOM TESTING WAREHOUSE ° 0 g -- -- srIFFI NAME BUILDING SECTIONS FIRST FLOOR m LAB CUT EXISTING S ON 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL GRADE NG FOR NEW SCALE As NOTED ^/rnEl CTION L STRUCTURAL DRAWINGS SHEET NUMBER COTM-T SCR MCHIiECTS 1p W SCR I Architects y 1221 E.Pike St. Suite 205 i Seattle,WA 98122 w 0 2 3 n 5 U Y ARCHITECT I CONSULTANT SEAL 88 Z �M.INGTj Cl EDI _ _ _. _ _ — S O _ — — — — — —I — - - — - - I - DRAWN BY: amV II _ _ _ _ CHECKED BY: C.R. I I � — APPROVED BY: C.R. I I I I II i FUTURE EXISTING OPEN I I STORAGE �i TO BELOW EXISTING OFFICE EXISTING EXISTING OFFICE POSSIBLE I 1 BATHROOM -- FUTURE OFFICE I I ------------------- ---- - II I MEZZANINE LEVEL _ Y _� POSSIBLE FUTURE STAIRS— 0 J ---__—i EXISTING V o EXISTING ENTRY EX TING EXISTING OFFICE EXISTING OFFICE EXISTING OFFICE ( EXISTING —_-- WAREHOUSE z COR IDOR -- -- -- I TESTING ----� 0 ----4 -- J iT I II FIRST FLOOR CUT EXISTING SLAB ON W c~i) GRADE FOR NEW Q 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL FOOTING - SEE F- UJ 0) 1/4 CCT ION STRUCTURAL DRAWINGS OfJC„ = 11-01� z Z N LU N O>) r z D az 0 o PL �coo c7 i U Q 4N Z G CO 0_ OR a PROJECT NO. 2308 ISSUE DATE 2024-09-03 CURRENT REVISION PERMIT SUBMITTAL ,16 DRAWING PLOT DATE 2024-09-03 `o REVISION I DATE 2 d.3 �a m.o mr w Tu a RM—DRess: 03 - MID-MOUNTAIN MATERIALS SEATTLH AVENUE 08 CENTRE,WA Y MO n a CONTACT:GARY MOFFR o3 KEY PLAN 2 8 SHE ET NAME BUILDING SECTIONS N gs .'o SCALE AS NOTED S mSHEET NUMBER a A402 a tr �.N fNT€RNAT/ONAL BULD_rdG CODE/IBC) 2021 CONCRETE AND RENFORCING SPECIFICATIONS STRUCTURAL STEEL,BOLTING AND WELDING SPECIFICATIONS DRAINING LIST LOADINGS 1. CONCRETE SHALL CONFORM TO THE INDICATED REFERENCE CODES AND STANDARDS 1. ALL EXPOSED STEEL MEMBERS,HARDWARE,FASTENER$SHALL BE HOT DIPPED GALVANIZED OR EPDXY PAINTED PER SHEET NUMBER ROOF SNOW LOAD..................................................... 25 PSF ARCHITECT REQUIREMENTS.ALL CUT,REPAIRED AND EXPOSED SURFACE SHALL BE PAINTED WITH 2 COAT OF 95% SHEET NAME ISSUE DATE EXCEPT AS MODIFIED BELOW: () m - RESIDENTIAL LIVE LOAD...................................... 40 PSF ACI.301-"STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" ZINC RICH PAINT PER ASTM A780.COLOR TO MATCH EXISTING. - L NOTES AND 07-27-24 DECK,BALCONY,PLATFORM LIVE LOAD.........................:. 60 PSF Info @b2 engdneers-co rn ACI.316•"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" SPECIFICATIONS RETAIL,CORRIDOR,LOBBY,WALKWAY LIVE LOAD............. 500 PSF ACI.305R-"HOT WEATHER CONCRETING" 2. STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: 425-318-7047(0) OFFICE LIVE LOAD.......:...................:...........:.................:............... 50 PSF ACI.306R-"COLD WEATHER CONCRETING" TUBE COLUMNS: ASTM A500,GRADE B(Fy=48 KSI) S-1 FRA_ G PLANS 07-27-24 PARKING LIVE LOAD.................................. 40 PSF 8 3000#WHEEL LOAD ACI-304-"GUIDE FOR MEASURING,MIXING,TRANSPORTING AND PLACING CONCRETE" WIDE FLANGE COLUMNS OR BEAMS: ASTM 572 GR50 S-2 FRAMING DETAILS 07-27-24 425-318-0031 (C) STEEL PIPES: ASTM A53,TYPE E OR S,GRADE B(Fy=35 KSI.) WWD CRITERIA 2. CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS(PSI STEEL PLATES,ANGLES AND MISC: ASTM A36(Fy=36 KSI)OR ASTM A992 Grand total:3 BUILDING CLASSIFICATION............................... I1 BEARING BOLTS: ASTM A325 ULTIMATE WIND SPEED(3 SEC GUST)MPH...... 98 MPH LOCATION fc AT 28 DAYS W/C RATIO AIR CONTENT ADMIXTURES REQUIREMENTS SLIP CRITICAL BOLTS: ASTM A325 WITH LOCK WASHERS WIND EXPOSURE........................................... B ANCHOR BOLTS: ASTM A307(W000 FRAMING) TOPOGRAPHIC FACTOR,KZL................ 1.0 FOOTING 3000 PSI(DESIGN BASED ON 2500 PSI CONCRETE) ANCHOR BOLTS: ASTM A325(STEEL FRAMING) SLAB ON GRADE 3000 PSI(DESIGN BASED ON 2500 PSI CONCRETE) ecicurr CRITERIA ie 3. ALL SLIP CRITICAL CONNECTIONS SHALL BE ASTM A325 BOLTS AND SHALL BE ENGINEER-APPROVED,SELF-LOAD SEISMIC RISK CATEGORY............................... 11 FOUNDATION WALL 3000 PSI(DESIGN BASED ON 2500 PSI CONCRETE) INDICATING TYPES,AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SPECTRAL RESPONSE COEFFICIENT,Be.... 1.25 COLUMN NA SPECTRAL RESPONSE COEFFICIENT,Si.... 0.45 POST TENSIONED BLDG SLAB NA 4. STRUCTURAL STEEL WELDING SHALL CONFORM TO THE AWS CODES Di.i AND D1.3. SEISMIC SITE CLASS................................. D POST TENSIONED PARKING SLAB NA TOPPING NA ALL WELDING SHALL CONFORM TO THE AWS CODES AND STRUCTURAL DRAWINGS,AND SHALL BE PERFORMED BY SEISMIC DESIGN CATEGORY.....................:......... 6. SHOTCRETE NA CERTIFIED WELDERS USING DRY ETOXX ELECTRODES DUCTILITY(R)............................... 6.5 WELDS NOT SPECIFIED SHALL BE 1/4"CONTINUOUS FILLET MINIMUM.INCREASE WELD SIZE TO AWS MINIMUM SIZES, METHOD AND BASE SHEAR............................... ELF 3.PROVIDE GRADE 80 KSI(A615)FOR CONCRETE REINFORCING BASED ON PLATE THICKNESS. FOUNDATION DESIGN INFORMATIO 4.TOTAL AIR CONTENT IS SPECIFIED IN THE TABLE ABOVE.AIR CONTENT TOLERANCE SHALL BE t 1%AND SHALL BE MEASURED AT THE POINT OF PLACEMENT.ALL CONCRETE EXPOSED TO THE WEATHER SHALL HAVE 5%TOTAL AIR REQUIRED. 1. STRUCTURAL DESIGN,DRAINAGE,SUBGRADE PREP.SHALL COMPLY WITH SOIL REPORT: XX DEEP FOUNDATION SYSTEM: XX "UIRED7 SPECIAL INSPECTIONS(PART I OF INSPECTION REQU�EDT SPECIAL INSPECTIONS(PART 2) TYPE OF INSPECTION FOOTING BEARING PRESSURE: 2000 PSF N0 1704.Z5 INSPECTION OFFABRICATORS PERIODIC N� 1705.4 MASONRYCONSTRUCTION ACTIVEIPASSIVE EARTH PRESSURE: 35 PCF Verify fabrication/quality control procedures (A)Level A,B and C Quality Assurance: 2. ADDITIONAL NOTES/REQUIREMENTS: 1.Verify compliance with approved submittals P4 NO 1705.L SPECIAL CASES CONTINUOUS (B)Level B Quality Assurance: XX` (work unusual in nature,including but not limited to alternative materials and systems,unusual 1.Verification of fm and fAAC prior to construction PERIODIC GENERAL CONDITIONS design applications,materials and systems with special manufacturer's requirements) (C)Level C Quality Assurance: 1.Verification of fm and fAAC prior to construction and for every 5.W0 SF during constructon PERIODIC 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE 2.Verification of proportions of materials in premixed a prebiended mortar,prestressing grout,and CONTINUOUS STRUCTURAL ENGINEER IN WRITING OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING NO 1705.2 STEEL CONSTRUCTION grout other than self-consoiidating grout,as delivered to the project site WITH THE WORK.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS AND SITE T.Fabricator and erector documents(Verify reports and certificates as listed In AISC 360,chapter EACH SUBMITTAL 3.Verify placement of masonry units PERIODIC CONDITIONS BEFORE STARTING WORK. N,paragraph 3.2 for compliance with construction documents) (D)Levels B and C Quality Assurance: 2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING 2.Material verification of structural steel PERIODIC 1.Verification of Slump Flow and Visual Stabllfly,Index(VSI)of self-consolidating grout as delivered CONTINUOUS DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL i 3.Embedments(Verify diameter,grade,type,length,embedment.See 1705.3 for anchors) CONTINUOUS to the project ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 4.Verify member ex ations,braces,stiffeners,and application of joint details at each connection PERIODIC S` 2.Verify compliance with approved submittals PERIODIC 3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND comply with construction documents 3.Verify proportions of site-mixed mortar,grout and prestressing grout for bonded tendons P4 TYPICAL DETAILS.WHERE THE NOTES,DRAWINGS,ANDIOR SPECIFICATIONS DIFFER,THE MORE 5.Structural steel welding: --4.Ve*grade,type,and size of reinforcement and anchor bolts,and prestressing tendons and P4 STRINGENT REQUIREMENT SHALL APPLY. a.Inspection tasks Prior to Welding(Observe,or perform for each welded joint or member,the QA OBSERVE OR PERFORM AS NOTED(4) anchorages 4. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION tasks listed in AISC 360,Table N5.4-1) 5.Verify construction of mortar joints P4 SHALL BE THE SAME AS FOR SIMILAR WORK. b.Inspection tasks During Welding(Observe,or perform for each welded joint or member,the QA OBSERVE(4) 6.Verify placement of reinforcement,connectors,and prestressing tendons and anchorages LEVEL B-P4 5. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS,SECTIONS,OR DETAILS ON tasks listed in AISC 360,Table N5.4.1) LEVEL C-CONTINUOUS THESE DRAWINGS. c.Inspection tasks After Welding(Observe,or perform for each welded joint or member,the OA OBSERVE OR PERFORM AS NOTED(4) 7.Verify grout space prior to grouting LEVEL B-P4 8. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL tasks listed In AISC 360,Table N5.4-3) LEVEL C-CONTINUOUS ENGINEER OF ANY CONDITION THAT,IN HIS OPINION,MIGHT ENDANGER THE STABILITY OF THE d.Nondestructive testing(NOT)of welded joints:see Commentary 8.Verify placement of grout and prestressing grout for bonded tendons CONTINUOUS STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE. 1)Complete penetration groove welds 5116"or greater In risk category III or IV PERIODIC 9.Verify size and location of structural masonry elements P4 MID MOUNTAIN 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY 2)Complete penetration groove welds 5/16"or greater In risk category II PERIODIC 10.Verify type,size,and location of anchors,Including details of anchorage of masonry to structural LEVEL B-PERIODIC RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND 3)Thermally cut surfaces of access holes when material t>2" PERIODIC members,frames,or other construction. LEVEL C-CONTINUOUS OFFICE PROCEDURES.PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS 4)Welded joints subject to fatigue when required by AISC 360,Appendix 3,Table A-3.1 PERIODIC 11.Verify welding of reinforcement(see 1705.2.2) CONTINUOUS DURING CONSTRUCTION.NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 5)Fabricator's NOT reports when fabricator performs NOT EACH SUBMITTAL(5) balm Verify preparation,construction,(temperature and above 90 of masonry during cod weath (temperature P4 8. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE 11 Structural steel bolting: below 40 F)a hot weather(temperature above 90 F) EXPANSION GENERAL NOTES OR THE STRUCTURAL DRAWINGS. a.Inspection tasks Prior to Setting(Observe,or perform tasks for each bolted connection,in OBSERVE OR PERFORM AS NOTED(4) 13.Verify application and measurement of prestressing force CONTINUOUS 9. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP accordance with QA tasks listed In AISC 360,Table N5.6-1) 14.Verify placement of AAC masonry units and construction of thin-bad morterjolms(firet 5000 SF CONTINUOUS ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY AND IN CONFORMANCE WITH b.Inspectlon tasks During Bolting(Observe the QA tasks listed in AISC 360,Table 1,15.6-2) OBSERVE(4) of AAC masonry) THE PROVISIONS OF PREVAILING CODE EDITION OF THE"INTERNATIONAL BUILDING CODE"(IBC) 1)Pre-tensioned and slip-critical joints 15.Verify placement of AAC masonry units and construction of thin-be!mortarjolms(after the first LEVEL B-PERIODIC AND STANDARDS REFERENCED THEREIN. a)Turn-of-nut with matching markings PERIODIC 5000 SF of AAC masonry) LEVEL C-CONTINUOUS 10. PIPES,DUCTS,SLEEVES,OPENINGS,POCKETS,CHASES,BLOCK-OUTS,ETC.,SHALL NOT b)Direct tension indicator PERIODIC 16.Verify properties of thin-bed mortar for AAC masonry(first WOO SF of AAC masonry) CONTINUOUS BE PLACED IN SLABS,FOUNDATIONS,ETC.,NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR c)Twist-off type tension control bolt PERIODIC 17.Verify properties of thin-bed mortar forAAC masonry(after the first 5000 SF or AAC masonry) LEVEL B-PERIODIC SUCH ITEMS,UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS. tl)Turnof-nut without matching markings CONTINUOUS LEVEL C-CONTINUOUS it. STRUCTURAL ENGINEER WILL PERFORM PERIODIC STRUCTURAL OBSERVATION DURING e)Calibrated wrench CONTINUOUS 18.Prepare grout and mortar specimens LEVEL B-P4 CONSTRUCTION OF STRUCTURAL MEMBERS AND REVIEW OF REQUESTED SUBSTITUTIONS 2)Snug-tight joints PERIODIC LEVEL C-CONTINUOUS 18825 67TH AVE NE c.Inspection tasks After Bolhng(Perform tasks for each bolted connection In accordance with OA PERFORM(4) 19.Observe preparation of prisms LEVEL B-P4 SHOP DRAWINGS AND SUBMITTALS: tasks listed In AISC 360,Table N5.6-3) ❑ LEVEL C-CONTINUOUS ARLINGTON,WA 98223 7.Inspection of steel elements of composite construction prior to concrete placement In accordance OBSERVE OR PERFORM AS NOTED(4) NQ 1705.5 WOOD CONSTRUCTION THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR INSTALL. with QA tasks listed in AISC 360,Table N6.1 1.Inspection of the fabrication process of wood structural elements and assemblies In accordance PERIODIC CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR STRUCTURAL ENGINEER'S REVIEW: with Section 1704.2.5 C SLAB CONDUIT LAYOUT I NO 1705 2.2 STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL 2.For high-load diaphragms,verify grade and thickness of structural panel sheathing agree with P5 1.2. CONCRETE OR MASONRY MIX DESIGN 1.Material verification of cold-formed steel deck: approved building plans 3. CONCRETE OR MASONRY REINFORCING a.Identification markings PERIODIC 3.For high-load diaphragms,verify nominal size of framing members at adjoining panel edges,nail P5 4. CONCRETE POST TENSIONING SYSTEM b.Manufacturer's certified test reports FACH SUBMITTAL or staple diameter and length,number of fastener lines,and that spacing between fasteners In each 2.Connection of cold-formed steel deck to supporting structure: line and at edgemargins agree with approved buildingplans 4. FORMWORK 9.Welding PERIODIC 4.Metal-plate-connected wood trusses spanning 60 et or greater:verity temporary and 5. CONCRETE CURING PROCEDURE 9 fY P ry permanent PERIODIC 8. STRUCTURAL STEEL b.Other fasteners(In accordance with AISC 380,Sectlon NB) restraint/bracing are installed in accordance with the approved truss submittal package 7. STUD RAILS AND HEADED ANCHOR EMBED PLATES 1)Verify fasteners are in conformance with approved submittal PERIODIC 8. WOOD FRAMING/LUMBER PACKAGE 2)Verify fastener Installation is In conformance with approved submittal and manufacturets PERIODIC NQ J705.6 SOILS 9. SEISMIC HOLDOWN SYSTEM SUCH AS SIMPSON PRODUCTS recommendations 1.Verify materials below shallow foundations are adequate to achieve the design bearing capacity. PERIODIC 3.Reinforcing steel 2.Verify excavations are extended to proper depth and have reached proper material. PERIODIC DEFERRED SUBMITTALS: a.Verification of weldability of steel other than ASTM A706 PERIODIC 3.Perform classification and testing of controlled fill materials. PERIODIC b.Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, CONTINUOUS 4.Verify use of proper materials,densities,and lift thicknesses during placement and compaction of CONTINUOUS THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR INSTALL: boundary elements o special concrete structural walls and shear reinforcement controlled fill 1. ANCHORAGE OF NONSTRUCTURAL COMPONENTS c.Shear reinforcement CONTINUOUS 5.Prior to placement of controlled fill,observe subgrade and verify that site has been prepared PERIODIC 2. CANOPIES AND BALCONIES d.Other reinforcing steel PERIODIC properly 3. CURTAIN WALLS 4.Cold-formed steel trusses spanning 60 feet or greater 4. EXTERIOR CLADDING a.Verify temporary and permanent restralnVbrecing are installed in accordance with the approved PERIODIC NO 1705.7 DRNEN PILE FOUNDATIONS truss submittal package 1.Verify element materials,sizes and lengths comply with requirements CONTINUOUS 5. HANDRAIL AND GUARDRAIL ASSEMBLIES 2.Determine capacities of test elements and conduct additional load tests,as required CONTINUOUS 8. HEAVY HUNG FIXTURES f705.7 CONCRETE CONSTRUCTION 3.Observe driving operations and maintain complete and accurate records for each element CONTINUOUS 7. MECHANICAL EQUIPMENT SUPPORT,SEISMIC ANCHORAGE OR RESTRAINING SYSTEM NO 1.Inspection o reinforcing steel installation(ase 1705.2.2 for welding) P1 4.Verity placement locations and plumbness,confirm type and size of hammer,record number of CONTINUOUS 8. STEEL STAIRS 2.Inspection of prestressing steel Installation PERIODIC blows per foot of penetration,determine required penetrations to achieve design capacity,record tip DRAWING INFO 9. WINDOW WASHING AND FALL PROTECTION SYSTEMS 3.Inspection of anchors cast in concrete where allowable loads have been increased per section CONTINUOUS and butt elevations and document any damage to foundation element LUMBER.ANCHOR BOLTING AND NAILING SPECIFICA770NS 1908.5 or where strength design is used 5.For steel elements,perform additional inspections per Section 1705.2 SEE SECTION 1705.2 4.Verify use of approved design mix Pi 6.For concrete elements and concretefilled elements,perform additional Inspections per Section SEE SECTION 1705.3 ISSUE DATE 07-27-24 1.MEET REQUIREMENTS OF P3 20-70 AND NATIONAL GRADING RULES FOR SOFTWOOD 5.Fresh concrete sampling,perform slump and air content tests and determine temperature of CONTINUOUS 1705.3 DIMENSIONAL LUMBER,BEARING STAMP OF W WPA.ALL EXPOSED LUMBER SHALL BE concrete v 7.For specialty elements,perform additional inspections as determined by the registered design SEE CONST.DOCUMENTS PRESSURE TREATED OR EXTERIOR GRADE 6.Inspection of concrete and shocrete placement for proper application techniques CONTINUOUS professional in responsible charge - 7.Inspection for maintenance of specified wring temperature and techniques P4 8.Perform additional Inspections and tests in accordance with the construction documents SEE CONS,DOCUMENTS ISSUED FOR PERMIT 2.LUMBER GRADES TO BE(UNLESS NOTED OTHERWISE ON PLAN): 8.Inspection of prestressed concrete: a.Application of prestressing force CONTINUOUS /�� 1705.8 CASTIN PLACE FOUNDATIONS PROJECT NO. 24114 WALL STUDS,2X,3 X........ HF STUD GRADE b.Grouting of bonded prestressing tendons in the selsmieface-resisting system CONTINUOUS t.Observe drilling operations and maintain complete and accurate records for each element CONTINUOUS WALL PLATES,2X,3X....:... HF STANDARD GRADE U.N.O 9.Erection of precast concrete members P4 2.Verify placement locations and plumbness,confirm element diameters,bell diameters(if CONTINUOUS JOISTS,2 X 6:............. HF#2 a.Inspect in accordance with construction documents SEE CONST.DOCUMENTS applicable),lengths,embedment Into bedrock(if applicable)and adequate end-bearing strata ENGINEER BB JOISTS,2 X 8 AND UP....... OF#2 b.Perform inspections of welding and boiling in accordance with Section 1705.2 ACCORDING TO SECTION 1705.2 capacity.Record concrete or grout volumes BEAMS,HEADERS,BX........ DF#2 10.Verification of in-shut concrete strength,prior to stressing of tendons in post tensioned concrete P4 3.For concrete elements,perform additional inspections in accordance with Section 1705.3 SEE SECTION 1705.3 BEAMS,HEADERS,4X......... DF#2,W WPA GRADING and prior to removal of shores and forms from beams and structural slabs 4.Perform additional inspections and tests in accordance with the construction documents SEE CONST.DOCUMENTS REVISION SCHEDULE and ns PI POSTS, N BX.............. OF#2 U.N.O POST INSTALLED ANCHORS IN HrARDENEInspection of fomnwor*for shape,lines,location cmbon DI QONCRETEt bonsWction documents P4 NO end oNnfy data as flee lie equipment,FOUNDATIONS mensions,tip elevations,final depth,final installation t NO.J DATE DESCRIPTION LUMBER NOT NOTED HERE... OF#2 U.N.Ostrength GLULAM BEAMS WESTERN SPECIES 24F-V4 orque CONTINUOUS -. PSLILVL BEAMS 2.0E OR HIGHER YES - Per research reports Including verification of anchor type,anchor dimensions,hole dimensions,hoe P2 OR AS REQUIRED 2.Perform additional inspections and tests in accordance with the construction documents SEE CONST.DOCUMENTS 3.ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY THAT IS IN CONTACT WITH OR cleaning procedures,anchor spacing,edge distances,concrete minimum thickness,anchor BY TNEAPPROVEO REPORT RESTING ON FOUNDATIONS SHALL BE PRESSURE-TREATED DOUGLA3 FIR/HEMFIR IN embedment and tightening torque ND 1705.10.1 STRUCTURAL WOOD SPECIAL INSPECTIONS FOR IM D RESISTANCE CONTINUOUS ACCORDANCE TO WITH AWPA Ut(PLANT/SHOP TREATMENT)AND M4(FIELD TREATMENT) 1.Inspection of fieltl gluing operations ooements a me main win STANDARDS.ALL BEARING WALL PLATES SHALL HAVE 5/8"0 x10"J-BOLTS PLACED AT MAXIMUM Qfop hens,with system P5 2.Inspection o nailing,bdtlrg,anchoring and other fastening a components within the main I OF 9"FROM THE END OF A PLATE AND SPACED AT INTERVALS SHOWN ON THE SHEARWALL INSPECTION NOTES: windface-resisting system I SCHEDULE(MAXIMUM 48"OC SPACING).PROVIDE BRIEFS PLATE WASHER AT ALL FOUNDATION (1).The inspection and testing agent(s)shall be engaged by the Owner or the Owners Agent,and SILL PLATE ANCHOR BOLTS.PROVIDE TWO ANCHOR BOLTS MINIMUM PER SECTION OF SILL. no by the Contractor or Subcontractor whose work Is to be Inspected or tested.Any conflict of N� 1705.10.2 COLD FORMED STEEL INSPECTIONS FOR WIND R SISTANCE FOR NON-SHEARWALL,PLACE ANCHORS AT 48".BOLTS IN WOOD SHALL NOT BE LESS THAN 7 interest must be disclosed to the Building Official prior to commencing work.The qualifications of t.lnspedion during welding operators of elements of the main windforce-resisting system PERIODIC DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER. the Special Inspector(s)and/or testing agencies may be subject to the approval of the Building 2.Innspections for screw attachment,bolting,anchoring and other fastening of components within the PERIODIC Official and/or the Design Professional. main windforce-reastng system 4.NAILS:COMMON WIRE NAILS.NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1. (2).The list of Special Inspectors may be submitted as a separate document,if noted so above. (3).Special Inspections as required by Section 1704.2.5 are not required where the fabricator is NO 1705,10.3 WIND RESISTANCE INSPECTIONS S.PRESSURE TREATED WOOD:ALL NAILS INTO PT WOOD SHALL BE HOT DIPPED GALVANIZED approved in accordance with IBC Section 1704.2.5.2 1.Roof cladding PERIODIC PER ASTM At 53 OR STAINLESS STEEL.ALL METAL CONNECTORS IN CONTACT WITH PT WOOD (4).Observe on a random basis,operations need not be delayed pending these inspections. 2.Wall cladding PERIODIC SHALL BE HOT DIPPED GALVANIZED AND MEET ASTM A663 CLASS G185(1.85 OZ OF ZINC PER SO Perform mesa tasks for each welded joint,boiled connection,or steel element.FT MINIMUM) REQUIREMENT FASTENERS ANDTAINLESS STEEL CONNEC ORS USEDOGETH R SHANNECTORS LL BE OF THE ET THIS SAME TYPE w5hen NOT by the AH1JJ..Refer to AIS in an approved60,fabricators shop may be performed by that fabricator NO INSPECTION OF STRUCTURAL STEE1705.11.1 STRUCTURAL STEEL CIAL INSPECTIONS FOR L IN ACCORDANCE WITSEISMIC 3341RESISTANCE SEEAISC 341 GENERAL NOTES (E.G.HOT DIPPED NAILS WITH HOT DIPPED HANGERS) LEGEND: NO 170511.2 STRUCTURAL WOOD SPECIAL INSPECTION'S FOR SEISMIC RESISTANCE AND D 6.ALL LUMBER WITH A LEAST DIMENSION OF 2"(NOMINAL)SHALL BE STAMPED"SURFACE-DRY" C CONTINUOUS INSPEC77ON t.Inspection of flew gluing operations o elements a the seismic force resistin system CONTINUOUS A AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NO MORE PI PERIODIC INSPECTION PRIOR TO CONCRETE PLACEMENT 2.Inspection of nailing,bating,anchoring and other fastening of components within the seismic- P5 THAN 19 PERCENT.LUMBER WITH A LEAST DIMENSION OF 4"(NOMINAL)OR GREATER SHALL BE P2 PERIODIC INSPECTION PRIOR TO INSTALLATION OF ELEMENT force-resistng system STAMPED"SURFACE-GREEN"AND AIR-DRIED TO A MOISTURE CONTENT OF NOT MOF2E THAN 19 P3 PERIODIC INSPECTION PRIOR TO USE ON PROJECT ONCE ONLr SPECIFICATIONS PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. P4 PERIODIC INSPECTIONAT LEAST MENTIS IN NO FOR EI COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION SPECIAL INSPECTIONS P5 PERIODIC INSPECTIONAFTER ELEMENTIS IN PLACE FOR SEISMIC RESISTANCE I 7.NOTCHING AND BORING OF BEAMS AND JOISTS IS NOT ALLOWED WITHOUT PRIOR.APPROVAL S VERIFY WITH SOILS ENGINEER 1.Inspection during wading operations of elements of the seismic-force-resisting system PERIODIC S 0 OF THE STRUCTURAL ENGINEER OF RECORD. T MATERIAL TEST REQUIRED 2.Inspections for screw attachment,toiling,anchoring and other fastening ofcomponents within the PERIODIC seismic-force-resisting system Copyright b2 Structural Engineers 2008 PLAN CALLOUT AND DESCRIPTION NUMBER DESCRIPTION If—a ALLE05TWGSTFELCOWMNeroREMJH 1 ALL EXISTING STEEL COLUMNS TO REMAIN info@b2engineers.com 2 EXISTING INTERIOR WALL TO BE REMOVED(NON LOAD-BEARING) 425-318-7047(0) 5 r 425-318-0031(C) 3 NEW 2X4 MIN STUD WALL AT 16"O. .T B L O.C. O E LOAD-BEARING.PROVIDE (MIN) O 1/2"X3-1/2"TITEN HD ANCHORS at 16"O.C.TO EXISTING SLAB. ! 4 EXISTING WOOD POST TO BE REMOVED.PROVIDE TEMPORARY SHORING TO I FLOOR JOISTS ABOVE PRIOR TO POST REMOVAL. II I I 5 EXISTING INTERIOR WALL TO BE REMOVED.PROVIDE TEMPORARY SHORING I AS REQUIRED PRIOR TO WALL REMOVAL IF EXISTING WALL IS LOAD-BEARING. 6 FOR HOLDOWN ANCHOR SIZE AND EMBEDMENT,SEE SHEARWALL I I �❑8 EIOSTwGIPOST TO REMAIN SCHEDULE 7 CONTRACTOR TO FIELD VERIFY EXISTING FOOTING SIZE.MINIMUM SIZE TO I I' Iy_❑ E G ExnroawAuroeEREMaEDIxau BE 66"X66"X12".IF INADEQUATE,PROVIDE TEMPORARY SHORING AS 2 REQUIRED PRIOR TO FOOTING REMOVAL AND PROVIDE NEW FOOTING TO I BEAR EXISTING STEEL COLUMN AND NEW 6X6 POST. 8 EXISTING POST TO REMAIN 1 + 9 PROVIDE NEW STUD POST AND CUT EXISTING BEAM AT NEW POST W/ACE S-2 2 Ewsrwc wrERIDRwAuro REMoeD lxaN POST CAP(BOTH SIDES.PROVIDE TEMPORARY SHORING AS REQUIRED ❑LOIDGFAAINGI PRIOR TO POST REMOVAL. 6TT1Z 6 FavxumawaucxORs�AWOEMBFnMExr,sEE 1Z 32X4 P -e�a�Kuscxsoul�--__-_-_- __-_-_-_-_-_- P I T)��q I(?, P - L�z ISOLATED FOOTING SCHEDULE ' i _ _ E95nNG 0.NTTOBEPEMOVED.PROVIDE 6X6 NEwawIMlxlsrsD wAUArI o.croeE 6X6 __-_� ❑4 r_MPoww ,nincr0 ooR�olsTseaovEPapR s{I i0"GS.RE ID TYPE WIDTH LENGTH THICKNESS COUNT REINFORCEMENT ioeoeE,varw.PRanDE vr�n���rn�xo /i -2,. AWcxaRseTro.c.roEMs aAa. s-2 1 RECTANGULAR 30" 30" 10" 3 3-#4E.W. (BOT) t 2 RECTANGULAR 66" 66" 12" 1 (4)#6 BARS E.W. (BO ca'mucraxranaovFniFrFw­ 4-#4 E.W.(TOP 8T bill.MINWUMSRErOPE�Y.8801iT IFINADEOUATE, GIR /� BQT 7 PRonDErErxaRnnrsxcalxcASREauIRED PRRtt 3 RECTAN DER -A SdH DUL ) TOFOOTINGREMOVAL ANOP�NDE NFN FOOLwG iO _ GEARExwnNG�EE�MMN�DNEWEP�, ID AND TYPE SIZE, COUNT AND NOTES 1 �­9MG—OLU— ExsrN w oxEREMorEDmwloE ID TYPE SIZE ICOUNTI NOTES a EMPOR ° OO,Osrs a PRwR B-2 LVL 5.25X9.5 2 2.0E Q . ❑ OPOSTRM 8! — —-— —-— —-—-—- -—- -— — —-— — -_— -- 4 W 10X49 W-Wide Flange W 1 OX49 1 ---------- ---- - - ----- ----- -- MID MOUNTAIN U �1 uLoosrwssrffLcawMxerord:ew+ 6X6 _ �❑tlasTwcwrEwoawauroREREMJ�.wIwoE T 6X6 �i.,� 5 1Et40RMYSHOWNGA3 REWWEDPWORTO WALL L OFFICE III REMOVAL IFEgSTNG WN1.19LMDd>FARINO. 3 EXPANSION I� 12 n I MAIN FLOOR A 1/4"=1'0" 18825 67TH AVE NE C (A _ ARLINGTON,WA 98223 I O ES ON D R IEW FIELD VERIFICATION,TEMPORARY SHORING AND WATERPROOFING: - 1.CONTRACTOR MUST REVIEW STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION& NOTIFY DESIGN TEAM/OWNER OF ANY DISCREPANCY IN COMPARISON WITH ARCHITECTURAL DOCUMENTS OR FIELD CONDITIONS.. - p c _ OTIFY -- DESIGN rTOEAWO NER OF EXIDEURETROFF STING MECHANICAL,PLUMBING,AND ELECTRICIIS,CONTRACTOR MUST FIELD VERIFY&CAL LINES THAT WORK PRIOR TO L� J STRUCTURAL DRAWINGS Y INTERFERE ITMAY NOT REFLECT ALL EXISTING FRAMING CONDITIONSDUE - - - - - - - - - - -- _ TO LIMITED AVAILABLE INFORMATION, 3.CONTRACTOR IS SOLELY RESPONSIBLE IN PROVIDING PROPER TEMPORARY SHORING PRIOR TO REMOVING ANY STRUCTURAL ELEMENTS. 4.ENGINEER IS NOT RESPONSIBLE FOR WATERPROOFING SYSTEM OR DETAILS. CONTRACTORIOWNER SHALL CONSULT WITH QUALIFIED PROFESSIONALS AS REQUIRED IMPORTANT NOTES ON OUNDATI NAND FRAMING: - 1.ALL FOOTINGS SHALL BEAR ON SUITABLE SOIL SUCH AS AT MIN.OF MEDIUM DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL TO AT LEAST 95%OF MAX.DRY DENSITY BASED ON ASTM D1557.GEOTECHNICAL ENGINEER MAY INSPECT TO VERIFY DRAWING INFO - THAT THE FOUNDATION WILL BEAR ON SUITABLE MATERIAL. - 2.FOR FRAMING LUMBER TYPES AND GRADES,AND CONCRETE MIX REQUIREMENTS PLEASE SEES-0 ISSUE DATE 07-27-24 3.FOR PLYWOOD/OSB SHEARWALL SCHEDULE&HOLDOWN ANCHOR SIZE AND EMBEDMENT,PLEASE SEE SXX 1 __ __ __ __ __ 4.FOR COMMON HEADER FRAMING DETAIL AND HEADER SIZE,SEE SXX 5.PROVIDE(2)2X6OR(3)2X4 STUD POSTS AT EACH END OF BEAMS,.UNLESS NOTED ISSUED FOR PERMIT OTHERWISE ON PLAN S-2 i I - _ - _ - _ - _ - - - _ 6.SLAB ON GRADE SHALL SE MIN,4"THICK WITH#3 AT 18"EACH WAY(AT MID-DEPTH) PROJECT NO. 24114 - - - - - 1 - - - - - - neoNv wDDcur Eusrwc euM Ar ON 6"COMPACTED CRUSHED ROCK.SAWCUT JOINT(1"DEEP)AT 15 FT MAX.SPACING IeoTr smEs.mrnnDE EACH WAY SHALL BE DONE WITHIN 4 TO 12 HOURS AFTER FINISHING,DEPENDING ON — — — — — — — — — _ — — — — — 9 TEMPOiWty 54°R�NGAS-13PRIORTOPoST wFATHER ENGINEER BB _i - a � ~_ 7.FLOOR SHEATHING SHALL BE 3/4"pLYWOOD OR OSB WITH tOd AT 6'NAILING AT - - EDGES&BLOCKING AND AT 12"AT FIELD v - x -- -- -"'" """"'""- 6.ROOF SHEATHING SHALL BE 1/T PLYWOOD OR O36 WITH 8d AT 8"NAILING AT EDGES REVISION SCHEDULE 8 BLOCKING AND AT 12"AT FIELD , 2 NO. DATE DESCRIPTION IMPORTANT NOTES ON TRUSS AND B R PAC R ACKAGE - - - -- - - - - - 1.TRUSS FRAMING LAYOUT SHOWN IS GENERAL CONCEPT ONLY.CONTRACTOR/ I III TRUSS SUPPLIER MUST SUBMIT TRUSS SHOP DRAWINGS INCLUDING TRUSS. TEMPORARY/PERMANENT BRACING PLANS FOR ENGINEERS NEW 1.75)(9.2 5 LYL 2.0E JOISTS AT 16'O.C. NEW 1.75""(CAN BE SISTERED TO. LVL 2.0E JOIST -AT 12"(CAN B 'I 2.TRUSS FRAMING PROFILE/LAYOUTS O O SHOULD CONFORM TO BOTH STRUCTURAL AND EXISTING JOISTS) III ARCHITECTURAL DRAWINGS.ANY DEVIATIONS SHALL BE APPROVED BY ENGINEER/ ARCHITECT PRIOR TO TRUSS DESIGN WORK. III EXISTING BEAM TO BE REMOVED. - 3.TRUSS DEFLECTION CRITERIAS: AS REQUIRED RE DP PRIOR RTOSHORINGBEAM FLOORIDECK TOTAL LOAD=U460 .ROOF TOTAL LOAD=L/240 / - - - - - - - - - - AS REQUIRED PRIOR TO BEAM ill REMOVAL. FLOORIDECK LIVE LOAD =U600 ROOF SNOW LOAD=U300 / MAXIMUM TOTAL LOAD DEFLECTION SHOULD NOT EXCEED 1.0"IN ALL CASES 4-FLOORIROOF III (SUCH AS LUMBER PACKAGE BY SUPPLIERS)MUST BE SUBMITTED OR ENGINEERS ING LAYOUT ANDRREVIEW OR TO CONSTRUCTION FRAMING SYMBOLS_ .4 STRONGWAWWOOIDE) ONTNOB FRAMING PLANS P STRONG WSW WOOD W70X49 y. I KSw6 PLYWOOD P POSTSTOPS B UPPER FL O - r R � � SHEARWALL BELOW THIS FLOOR 1/4N=1'-0' POST STARTS AT A SHEARWALL HOEDOWN P A� � THIS FLOOR 0 l LEGEND AND NOTES S_1 Copyright b2 Shuclursl Engineers 2008 MOW'* 4 info@b2 enginee 72X4AT16"WITHA34 425-318 (#9ESSR 18WITHTK C 425-3 EXISTING ROOF (3)#10d WITH EXISTING CEILING TOP PLATE - — TO REMAIN T — _ — — _ —EXISTING RAFTER PROVIDE 1/2'PLY/OSB WALL- SHEATHING AND NAILING W/ CEILING PANEL,GRID AND i WIRES PER ARCH.DWGS AT AT 12"AT FIELD AND 6" AT EDGES - NEW 2X4(MIN)STUD t—EXISTING PARTITION WALL TO BE REMOVED(NON LOAD-BEARING) WALL AT I6"O.C.. —CEILING PANEL,GRID AND I I PROVIDE BLOCKING AT 24" WIRES PER ARCH.DWGS EVIL RIM BOARD NEW FLOOR JOISTS,SHEATHING I FLOOR JOISTS, EXISTING FRAMING AND NAILING PER PLAN I I �___ AND NAILING ! TO REMAIN — - I / O REMAIN ( EXISTING FLOOR JOISTS,SHEATHING EXISTING EXTERIOR AND NAILING TO REMAIN.PROVIDE —�r--1 — —(L — WALL TO REMAIN JOIST REINFORCEMENT PER PLAN. PROVIDE US HANGER ` �-PROVIDE LUSAUS HANGER IF EXISTING UD NEW 2X4 MIN ST �. TO EACH JOIST I JOISTS ARE BEARING ON STEEL BEAM -- — - - WALLAT16'O.C.I I NEW STEEL EXISTING PARTITION WALL—L BEAM PER PLAN . (NON IOAD-BEARING)TO i i V , EXISTING PARTITION WALL TO 8E i EXISTING 4X10 BEAMS AND POSTS TO BE BE REMOVED REMOVED(NON LOAD$EARING) REMOVED ALONG THIS BEARING LINE. iI I I PROVIDE TEMPORARY SHORING AS REQUIRED PRIOR TO BEAM REMOVAL. EXISTING STEEL III I PROVIDE ABU POST BASE W/ COLUMN TO REMAIN 5/8"X6"STRONG BOLT 2 I MID MOUNTAIN PROVIDE DTT1Z HOEDOWN WI j ^ PSTING SLAB ON ER PLAN HD ANCHOR � III_e �GURADEIFORN NEW ( EXISTING SLAB ON OFFICE E T IN FOOTING TO REMAIN I _ I GRAD OREMA EXPANSION CONTRACTOR TO FIELD VERIFY FOOTING SIZE=.-' r —III 5 5'SO -III -U' ® , _ „ _IF INADEQUATE PROVIDE NEW FOOTING PER- _ LI—IT Ihh III—III-1 —I —PLAN WITEMPORARY SHORING AS REQUIRED-III— — — _ - PRIOR TO FOOTING REMOVAL. - - - 1 section 1 2 section 2 18825 67TH AVE NE 1e =1.�„ ARLINGTON,WA 98223 DRAWING INFO ISSUE DATE 07-27-24 ISSUED FOR PERMIT PROJECT NO. 24114 ENGINEER BB REVISION SCHEDULE NO. DATE DESCRIPTION FRAMING DETAILS S-2 Copyright b2 Structural Engineers 2008 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 . ' BUILDING PERMIT 18825 67TH AVE NE Permit#: 6145 Parcel#:31051400302700 PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Scope of Work:1,530 s.f Remodel of First Floor Lunch Room and 670 s.f.Addition Valuation:150000.00 to the Mezzanine level. OWNER r APPLICANT CONTRACTOR M3 FINANCIAL MANAGEMENT LLC SCR/Architects-Scott Connor Faber Construction,Corporation 7600 5TH AVE S 1221 E.Pike St. Suite 205 6951 Hannegan Rd SEATTLE,WA 98108 Seattle,WA 98122 Lynden,WA 98264 206-852-5192 360-354-3500 LIC:601268 821 EXP:08/31/2025 LIC:FABERCC887B8 EXP:02/07/2026 MECHANICAL CONTRACTOR = PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL ALTERATION CODE YEAR: 2021 STORIES: 1 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: F-2;Factory Low Hazard BUILDINGS: OCC LOAD: _ PERMIT APPROVAL i The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 12/6/2024 �� ii/w2o24 Applicant Signature Date Building Official Date - CONDITIONS � ■ Adhere to approved plans. Call for inspection. 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 12/02/2024 Web Only-Demolition $100.00 12/02/2024 Building Plan Review $1,246.86 12/02/2024 Credit Card Service $3.00 12/02/2024 Credit Card Service $37.41 12/02/2024 Processing/Technology $25.00 12/02/2024 Building Permit $1,918.24 12/02/2024 Web Only-Demolition ($100.00) Total Due: $3,230.51 Total Payment: $3,230.51 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 I Pass/Fail From: Peter Johnson To: Hannah Hardwick Cc: chris(c scr-arch.com;Sam Slothower;Gretchen Reimbold;Andrea Cleveland;Jeff Johnson Subject: RE: BLD6145-Expiration Notice Date: Tuesday,April 29,2025 3:35:19 PM Attachments: imaae001.Dna This message is from an External Sender This message came from outside the City of Arlington Hi Hannah, Thank you for your time on the phone. We would like to officially request an extension to permit BLD6145. Our team is still working through some final tweaks to the finishes and has yet to start the work. We would like to request that the permit be extended an additional 180 days from the current expiration date of 6/6/2025. All the best, -Peter Peter Johnson, DBIA Sr. Preconstruction Manager c:360.318.6879 1 e:peterj@faberconstruction.com faberconstruction.com I facebook I linkedin I instagram From: Hannah Hardwick<hhardwick(@arlingtonwa.gov> Sent: Monday, April 28, 2025 2:31 PM To: Chris Reinhart<chris(@scr-arch.com> Subject: BLD6145- Expiration Notice Hello, This email is to inform you of the upcoming expiration date for permit 6145.This permit will expire on 6/6/2025. Please ensure that an inspection has been requested and approved prior to the expiration date. If you are not ready an inspection prior to the expiration date, please reply requesting an extension.The request needs to state cause for the extension and requires approval by the Building Official once received.Additional fees may be required upon extension approval. Please use the link below to view and request an inspection.You can also call in an inspection at 360-403-3417. Permits-Arlington (iworq.net) Sincerely, I 42Hannah Hardwick Arlington Community&Economic Development,Permit Technician 1 18204 59th Ave NE,Arlington,WA 98223 O:360.403.3549 hhardwickParlin tonwa.gov I www.arlin tonwa.gov Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. I [EXTERNAL] COP-RIGIT SCR 1-I EC-S w SCR I Architects MID MOUNTAIN MATERIALS LUNCH ROOM 1221 E.Pike St. Suite 205 z Seattle,WA 98122 w ARCHITECT I CONSULTANT SEAL U O z GENERAL NOTES PROJECT DATA SHEET INDEX 8879 ARG'S EST s Ott Ga�or 1. ALL WORK ON THIS PROJECT SHALL BE IN CONFORMANCE WITH ALL LOCAL CODES AND ARCHITECTURAL STATE OF�WASHINGTGN ORDINANCES AND SHALL CONFORM TO ALL LOCALLY ADOPTED BUILDING CODES. PROJECT NAME: MID MOUNTAIN MATERIALS LUNCH ROOM 18825 67TH AVE. NE 2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO WORK. VERIFY AND COORDINATE EXISTING ARLINGTON, WA 98223 AO.01 COVER SHEET SITE AND BUILDING CONDITIONS IN RELATIONSHIP TO NEW WORK. IF DISCREPANCIES ARE NOTED, THE CONTRACTOR SHALL CONTACT THE ARCHITECT PRIOR TO WORK FOR CLARIFICATION. OWNER: GRETCHEN REIMBOLD A0.02 CODE REVIEW 7600 5TH AVENUE SOUTH 3. IF CONFLICTS ARE FOUND BETWEEN THE DRAWINGS AND/OR THE SPECIFICATIONS, THE SEATTLE, WA 98108 AO.03 ACCESSIBILITY DIAGRAMS CONTRACTOR SHALL SEEK WRITTEN CLARIFICATION FROM THE ARCHITECT OR PROVIDE THE PHONE: 206-762-7600 MORE EXPENSIVE. DRAWN ev: 8tT1V+/�.C. A0.04 SCHEDULES & SPECIFICATIONS 4. UNLESS OTHERWISE NOTED, EXISTING ITEMS TO REMAIN ARE SHOWN IN A LIGHTER LINE ARCHITECT: SCR ARCHITECTS CHECKEDBV: C.R. WEIGHT THAN NEW ITEMS. 1221 E. PIKE ST. SUITE 205 AO.05 SCHEDULES & SPECIFICATIONS APPROVED BY: C.R. 5. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE SEATTLE, WA 98122 DRAWINGS AND ACTUAL FIELD MEASUREMENTS. PROMPTLY NOTIFY THE ARCHITECT IF CONTACT: CHRIS REINHART A0.06 SPECIFICATIONS DISCREPANCIES ARE FOUND. PHONE: 206-852-5192 A0.07 EGRESS FLOOR PLANS 6. ITEMS NOTED AS 'TYPICAL' ON ANY DRAWING SHALL APPLY TO ALL DRAWINGS. 7. CONSULTANT DRAWINGS ARE DIAGRAMMATIC AND SUPPLEMENTARY TO THE ARCHITECTURAL PROJECT DESCRIPTION: TENANT IMPROVEMENT. A1.01 PLOT PLAN DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR & SUB CONTRACTOR TO A2.01 DEMOLITION FLOOR PLANS BID AND INSTALL THEIR WORK IN ACCORDANCE WITH THE ARCHITECTURAL DRAWINGS. ANY ESTIMATED PROJECT VALUE: 150,000 DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEER(S) DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BY WRITTEN AREA OF WORK: 1,358 S.F. REMODEL OF FIRST FLOOR A2.02 CONSTRUCTION FLOOR PLANS c NOTIFICATION FOR CLARIFICATION PRIOR TO THE COMMENCEMENT OF THE WORK AFFECTED. LUNCH ROOM AND 670 S.F. ADDITION TO THE c 8. THE CONTRACTOR SHALL PROTECT, REPAIR, MODIFY AND/OR REPLACE ALL UTILITIES, MEZZANINE LEVEL. A4.01 BUILDING SECTIONS O PAVEMENTS, PUBLIC & PRIVATE PROPERTIES, INSTALLATIONS, STRUCTURES, BUILDINGS OR PORTIONS OF, ABOVE OR BELOW GROUND DURING THE COURSE of coNsrRucTloN To EXISTING ZONING: GI - GENERAL INDUSTRIAL A4.02 BUILDING SECTIONS COMPLETE WORK SHOWN IN THE CONSTRUCTION SET. NOT ALL PROTECTION, REPAIR, MODIFICATION OR REPLACEMENT REQUIRED IS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL PROVIDE SUFFICIENT BUDGET TO COVER ALL PROTECTION, REPAIR, MODIFICATION PARCEL NUMBER: 31051400302700 A5.01 REFLECTED CEILING PLANS V AND/OR REPLACEMENT OF EXISTING UTILITIES, PAVEMENTS, PUBLIC & PRIVATE PROPERTIES, Z INSTALLATION, STRUCTURES, BUILDINGS OR PORTIONS OF, ABOVE OR BELOW GROUND WITHIN AREA OF SITE: 5.02 ACRES A7.01 INTERIOR ELEVATIONS THE BID SUM. J 9. THE REPAIR, MODIFICATION OR REPLACEMENT OF ANY EXISTING UTILITY, PAVEMENT, PUBLIC & BUILDING FOOTPRINT: 60,000 S.F. A7.02 INTERIOR ELEVATIONS N PRIVATE PROPERTY, INSTALLATION, STRUCTURE, BUILDING OR PORTIONS OF, ABOVE OR BELOW J GROUND, SHALL MATCH THE ORIGINAL CONDITION IN QUALITY, SUBSTANCE AND APPEARANCE. FIRST FLOOR OFFICE - EXISTING: 2.729 S.F. A8.01 SECTIONS & DETAILS Q 10. WHERE EXISTING WORK IS CHANGED, MODIFIED, OR NEW WORK ADJOINS, CONNECTS TO OR FIRST FLOOR OFFICE - NEW: 591 S.F. A8.02 SECTIONS & DETAILS ABUTS EXISTING, THE EXISTING WORK SHALL BE ALTERED AS NECESSARY, JOINED & FIRST FLOOR OFFICE - TOTAL: 3,320 S.F. CONNECTED IN A SUBSTANTIAL, NEAT AND WORKMANSHIP MANNER. W Q MEZZANINE - EXISTING: 2,418 S.F. A8.03 SECTIONS & DETAILS H LU 11. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR & SUB CONTRACTOR TO REVIEW ALL MEZZANINE - NEW: 670 S.F. STRUCTURAL DRAWINGS AND SPECIFICATIONS INCLUDING ADDENDA TO IDENTIFY ALL WORK REQUIRED. THE CONTRACTOR OR SUB CONTRACTOR SHALL REVIEW EACH DRAWING AND COORDINATE BETWEEN MEZZANINE - TOTAL: 3,088 S.F. Of Of ALL PLANS AND SPECIFICATIONS. FURTHER, EACH SUB CONTRACTOR SHALL COORDINATE ch THEIR WORK WITH THE GENERAL CONTRACTOR TO PROVIDE PROPER SEQUENCE, PLACEMENT, AREA OF BUILDING: 60000 S.F. S-0 GENERAL NOTES AND SPECIFICATIONS Z W N , TOLERANCES AND REQUIREMENTS OF OTHER SUB CONTRACTORS. SUB CONTRACTORS SHALL Q 5 00 S-1 FRAMING PLANS BE RESPONSIBLE FOR THE REMOVAL & REPLACEMENT OF THEIR WORK THAT MUST BE MODIFIED, REPLACED, REPAIRED OR OTHERWISE ALTERED TO ACHIEVE THE DESIGN INTENT OR BUILDING HEIGHT IN STORIES: 1 WITH MEZZANINE - EXISTING, NO CHANGE W Q CODE REQUIREMENT DUE TO LACK OF COORDINATION WITH THE GENERAL CONTRACTOR. Z > BUILDING OCCUPANCY: F-2 - LOW HAZARD FACTORY INDUSTRIAL, B - S-1.1 FRAMING PLANS Q Z 12. WORK INSTALLED IN CONFLICT WITH CONSTRUCTION DOCUMENTS WILL BE CONSIDERED IN 2 O NON-CONFORMANCE AND SHALL BE CORRECTED AT NO EXPENSE TO OWNER OR ARCHITECT. BUSINESS + S-1 WAREHOUSE O H- S-2 FRAMING DETAILS w � 13. FOLLOW MANUFACTURER'S INSTRUCTIONS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS YEAR BUILT: 1992 Lrr Z ARE INDICATED OR REQUIRED BY CONSTRUCTION DOCUMENTS OR APPLICABLE CODES, S-3 FRAMING DETAILS 0 <cy ORDINANCES AND REGULATIONS. 0C,Of CONSTRUCTION TYPE: TYPE V-B (EXISTING, NO CHANGE) ° °rD Q UL SPRINKLERED: YES (EXISTING, EXTENDED) PROJECT NO. 2308 UE DATE FIRE ALARM: YES EXISTING, EXTENDED SS024 LEGAL DESCRIPTION 2024-VISION City of Arlington CURRENT REVISION Building Department PERMIT SUBMITTAL PARCEL # 31051400302700 APPROVED DRAWING PLOT DATE 25-05-50 2 SW1/4 SEC14 T31N R5E `O APPLICABLE CODES Kevin Olander-07/22/2025 REVISION I DATE m v Section 14 Township 31 Range 05 Quarter SW - LOT 1 SURV REC UND AFN 7905290175 BEING CORR OF QREVISION 1 05/30/2025 SURV'S REC UND AFN 7703210221 & 7803100289 & BEING A PTN OF SW1/4 SW1/4 & EXC W 1OFT SD No changes authorized unless approved by 2021 WA5HINGTON BUILDING CODE LOT 1 FOR R/W TOCITY OF ARE PER SWD REC UND AFN 9310150362 & EXC ADD'L R/W TO CITY OF ARE the Building Official r 2021 WA5HINGTON EXISTING BUILDING CODE PER swD REC uND AFN 200201110164 g 166 All-7.1 -201-7 STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES VICINITY MAP m 0 3 HOT 0 SCALE MID-MOUNTAIN MATERIALS SYMBOLS LEGEND PRo�ecr SITE SEATTLE WAN98108UTH n j �� I -' h,.PrLaOtav Y y - - �1 CONTACT:GRETCHEN REIMBOLD o 2 BUILDING SECTION NUMBER o CONCRETE STEEL �1 I _� I i KEY PLAIN A3.0 DRAWING SHEET NUMBER lar e /) C< l �� �� � v.a ��. 'o m a scale Y_ L Il alr D� s 40 SECTION NUMBER GLASS m o .IS DRAWING SHEET NUMBER CONCRETE ktl Ili - .y. .,'. 1 } C .. w 40 DETAIL NUMBERsca ) ��A� EARTH 114F t DRAWING SHEET NUMBER (ua- I I.o 't 1 a� 1i. : - R disturbed) INTERIOR ELEVATION GRAVEL °f1 $o A5. DRAWING SHEET NUMBER �_ EARTH ! $ �� , SHEET NAME ill 3 u WOOD COVER SHEET (milled) PLYWOODff _ WOOD m m ,- a ° (framing) S e. EF INS tlLATION (l a)ASPHALT (�.. III .4E .: ' x; { II , 'T' SCALE AS NOTED `a (rigid) r 1 SHEET NUMBER ASPHALT INSULATION (small �n AO -m°o¢ (butt 01 i 9" ' \ � ■ w o: scale) t U F N COPYRIGHT SCR ARCHITECTS is W SCR I Architects N 1221 E.Pike St. Suite 205 z Seattle,WA 98122 w 7 ARCHITECT CONSULTANT SEAL U O 0 2021 AA5HIN6TON EXISTING BUILDING GORE REVIEW 2021 WA5HINGTON BUILDING GODS REVIEW 8879 RDnGISTERED Z AR ITECT F, CHAPTER 3: PROV1510115 FOR ALL COMPLIANCE METHODS CHAPTER 3: OGGUPANGY GLA551FIOATION AND U5E 50633 THE AREA FACTOR INCREASE BASED ON FRONTAGE SHALL BE DETERMINED IN ACCORDANCE WITH TABLE 506.3.3. GHAPTER 10: MEAN5 OF E61RE55 ° 5EGTION 202 GENERAL DEFINITIONS sTnTEttoF wnsHiNCTON SECTION 302.1 OCCUPANCY GLA551FIGATION TABLE 506.3.3 FRorvrAGE INCREASE FACTOR SECTION 1005 MEANS OF EGRESS SIZING [A]EXISTING BUILDING.A BUILDING ERECTED PRIOR TO THE DATE OF ADOPTION OF THE APPROPRIATE CODE,OR ONE FOR WHICH A LEGAL OCCUPANCY CLASSIFICATION 15 THE FORMAL DESIGNATION OF THE PRIMARY PURPOSE OF THE BUILDING,5TRUCTURE,OR PORTION OPEN SPADE BUILDING PERMIT HAS BEEN ISWED. THEREOF.5TRULTLRE5 SHALL BE CLASSIFIED INTO ONE OR MORE OF THE OCCUPANCY 6ROUP5 SPECIFIED IN THIS SECTION BASED PERCENTAGE OF 1005.2 MINIMUM WIDTH BASED ON COMPONENT ON THE NATURE OF THE HAZARDS AND RI5K5 TO WILDIN5 OCCUPANTS GENERALLY A55XIATED WITH THE INTENDED PURP05E OF THE BUILDING PERIMETER 0 TO LESS 20 TO LESS 25 TO LESS 30 OR BUILDIN6 OR STRUCTURE.-STRUCTURES CONTAINING MULTIPLE OCCUPANCY GROUPS SHALL COMPLY WITH SECTION 508. THAN 20 THAN 25 THAN 30 GREATER THE MINIMUM WIDTH,IN INCHES,OF ANY MEANS OF E&RE55 COMPONENTS SHALL BE NOT LE55 THAN THAT SPECIFIED FOR SUCH SECTION 301 ADMINISTRATION SECTION 304.1 BUSINESS GROUP B 25 TO LESS THAN 50 O 0.11 0.21 025 COMPONENT,EL5EWHERE IN THIS CODE. 5013.1 PRESCRIPTIVE COMPLIANCE METHOD 1005.5 REQUIRED CAPACITY BASED ON OCCUPANT LOAD W51NE55 GROUP B OCCUPANCY INCLUDES,AMONG OTHERS,THE USE OF A BUILDING OR STRUCTURE,OR A PORTION THEREOF,FOR DRAWN BY: 8171V+A.C. ALTERATIONS,ADDITIONS,AND GHAN5E5 OF OCCUPANCY COMPLYING WITH CHAPTER 5 OF T14I5 CODE IN BUILDINGS COMPLYING WITH THE OFFICE,PROFESSIONAL,OR SERVILE-TYPE TRANSACTIONS,INCLUDING STORAGE OF RECORDS AND ACCOUNTS.BUSINESS SMI OF 4 PERIMETER SIDES OF BUILDING: 311'(NORTH)+141'(YffST)+311'(SOUTH)+141'(EAST)=Ip16' THE REQUIRED CAPACITY,IN INCHES,OF THE MEANS OF EGRESS FOR ANY ROOM,AREA,SPACE,OR STORY SHALL BE NOT LE55 THAN INTERNATIONAL FIRE CODE SHALL BE CONSIDERED IN COMPLIANCE WITH THE PROVISIONS OF THIS CODE. OCCUPANCIES SHALL INCLUDE,BUT NOT BE LIMITED TO,THE FOLLOWIN6: THAT DETERMINED IN ACCORDANCE WITH SECTIONS 1005.5.1 AND 100532, CHECKED BY: C.R. LABORATORIES: TESTING AND RESEARCH 391'(NORTH)/1,016,=56% 1005.5.1 STAIRWAYS APPROVED BY: C.R. 5EGTION 302 GENERAL PROVI5ION5 COMMENTS:THE NORTH ELEVATION 15 311'+/-OF FOOTAGE(56%OF TOTAL PERIMETER)AND 15 b7'+/-FROM 63RD DRIVE(PLEASE THE CAPACITY,IN INCHES,OF MEANS OF EGRESS STAIRWAY5 SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SECTION 306.3 LOW-HAZARD FACTORY INDUSTRIAL,GROUP F-2 SEE SITE PLAN ON SHEET AI.OI)THEREFORE THE AREA FACTOR INCREASE BASED ON FRONTAGE IS 25%. SUCH 5TAIRWAY5 BY A MEANS OF E&RE55 CAPACITY FACTOR OF 0.3 INCH PER OCCUPANT.WHERE 5TAIRKAY5 SERVE MORE THAN ONE 3023 ADDITIONAL CODES. STORY,ONLY THE OCCUPANT LOAD OF EACH STORY CONSIDERED INDIVIDUALLY SHALL BE USED IN GALCULATING THE REQUIRED FACTORY INDUSTRIAL U5E5 THAT INVOLVE THE FABRICATION OR MANUFACTURING OF NONCOMBUSTIBLE MATERIALS THAT DURIN6 CAPACITY OF THE 5TAIRMYS SERVING THAT STORY. ALTERATIONS,REPAIRS,ADDITIONS,AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF,EXISTING WILDIN65 AND STRUCTURES SHALL FINI5HIN6,PACKING,OR PROCESSING DO NOT INVOLVE A 5I6NIFIGANT FIRE HAZARD SHALL BE CLASSIFIED AS F-2 OCCUPANCIES 5EGTION 505 MIXED U5E AND OGGUPANGY COMPLY WITH THE PROVISIONS FOR ALTERATIONS,REPAIRS,ADDITIONS,AND ZHAN6E5 OF OCCUPANCY OR RELOCATION,RESPECTIVELY, AND SHALL INCLUDE,BUT NOT BE LIMITED TO,THE FOLLOWING: PLEASE SEE EXITING PLAN ANALY515 ON SHEETS AO.05 AND A0.06: IN THIS LODE AND THE WA5HIN670N STATE ENERGY CODE,INTERNATIONAL FIRE LODE,INTERNATIONAL FUEL GAS LODE,INTERNATIONAL MECHANICAL CODE,UNIFORM PLUMBING CODE,AND INTERNATIONAL RESIDENTIAL CODE.WHERE PROVISIONS OF THE OTHER CODES CERAMIC PRODUCT5 506.1 6ENERAL 15 OCCUPANT5(54+21)X 03"=22.5" CONFLICT WITH PROVISIONS OF THI5 CODE,THE PROVISIONS OF THI5 LODE SHALL TAKE PRECEDENCE. GYPSUM EACH PORTION OF A WILDING SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 502.1. WHERE A BUILDING CONTAINS MORE THAN ONE OCCUPANCY GROUP,THE BUILDING OR PORTION THEREOF SHALL COMPLY WITH THE APPLICABLE PROVI51ON5 OF SECTION COMMENTS:THE REQUIRED WIDTHS FOR MEANS OF E&RES5 5TAIRKAY5 ARE 11"AND 1V AND Tiff TWO 5TAIRKAY5 ARE 4'-5-AND 4'-6', 5082,508.3,OR 508.4,OR A COMBINATION OF THESE SECTIONS. THEREFORE THE EXIT CAPACITY OF THESE 5TAIRKAY5 ARE ADEQUATE. SECTION 303 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES SECTION 311.2 MODERATE-HAZARD STORAGE.GROUP 5-I O 5083 NONSEPARATED OCCUPANCIES 305.1 LIVE LOADS 5TORA6E GROUP 5-1 OCCUPANCIES ARE BUILDINGS OCCUPIED FOR STORAGE USES THAT ARE NOT GLA551FIED AS GROUP 5-2, CHAPTER AGGE55 B L TY Q INCLUDIN6,BUT NOT LIMITED TO,5TORA&E OF THE FOLLOWING: BUILDINGS OR PORTOINS OF BUILDINGS THAT COMPLY WITH THE PROVISIONS OF THIS SECTION SHALL BE CONSIDERED AS NONSEPARATED N WHERE AN ADDITION OR ALTERATION DOES NOT RESULT IN INCREASED DE516N LIVE LOAD,EXI5TIN6 GRAVITY LOAD-CARRYIN6 OCCUPANCIES. SECTION 1104 AGGE55113LE ROUTE L,f� STRUCTURAL ELEMENTS SHALL BE PERMITTED 70 BE EVALUATED AND DESIGNED FOR LIVE LOADS APPROVED PRIOR 70 THE ADDITION COMMENTS:7HI5 BUILDING INCLUDES THE THREE OCCUPANCY GROUPS B(3U51NE55)7-2(LOW-HAZARD FACTORY INDUSTRIAL)AND I B08.3.I OCCUPANCY GLA551PGATION OR ALTERATION. IF THE APPROVED LIVE LOAD 15 LE55 THAN THAT REQUIRED BY SECTION 1601 OF THE INTERNATIONAL WILDING CODE, (MODERATE-HAZARD 5TORA6E) 1104A M1LT15TORY BUILDIN65 AND FACILITIES U THE AREA DE516NATED FOR THE NONCONFORMING LIVE LOAD SHALL BE POSTED WITH PLAGARD5 OF APPROVED DE516N INDICATING NONSEPARATED OLGRANCIES SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 302.1.THE REQUIREMENTS OF THI5 THE APPROVED LIVE LOAD.WHERE THE ADDITION OR ALTERATION RESULTS IN INCREASED DESIGN LIVE LOAD,THE LIVE LOAD CODE SHALL APPLY TO EACH PORTION OF THE WILDING BASED ON THE OCQUPANCY CLASSIFICATION OF THAT SPACE. IN ADDITION,THE AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT EACH ACCESSIBLE STORY,MEZZANINE,AND OCCUPIED ROOFS IN Z REQUIRED BY 520TION 1601 OF THE INTERNATIONAL BUILDING CODE SHALL BE USED. MOST RESTRICTIVE PROVISIONS OF CHAPTER 1 THAT APPLY TO THE NONSEPARATED OCCUPANCIES SHALL APPLY TO THE TOTAL MULTILEVEL BUILDINGS AND FACILITIES. CHAPTER 5: PRESCRIPTIVE COMPLIANCE METHOD SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES NONSEPARATED OCCUPANCY AREA, EXCEFTIONII 1.AN ACZE55IBLE ROUTE 15 NOT REQUIRED TO STORIES,MEZZANINES,AND OCCUPIED ROOFS THAT HAVE AN J 5ECTION 50 GENERAL 504.2 MIXED OCCUPANCY 508.3.2 ALLOWABLE WLIDING AREA,HEIGHT,AND NUMBER OF 5TORIE5 A66RE6ATE AREA OF NOT MORE THAN 5p00 SQUARE FEET AND ARE LOCATED ABOVE AND BELOW ACCESSIBLE AREAS. J THE ALLOWABLE WILDING AREA,HEIGHT,AND NUMBER OF 57ORIE5 OF THE BUILDING OR PORTION THEREOF SHALL BE BASED ON THE COMMENTS:THIS BUILDING HAS AN EXISTING MEZZANINE OF 2,554 S.F.SO AN ACCE551BLE ROUTE IS NOT REQUIRED TO IT. Q THE PROVISIONS OF THIS GRAFTER SHALL CONTROL THE ALTERATION,ADDITION,AND GRANGE OF OCCUPANCY OF EXISTING W ILDINGS 501.1 SCOPE IN A BUILDING CONTAINING MIXED OCCUPANCES IN ACCORDANCE WITH SECTION 508,NO INDIVIDUAL OCCUPANCY SHALL EXCEED THE MOST RESTRICTIVE ALLOWANCES FOR THE OCCUPANCY 6ROUP5 UNDER CONSIDERATION FOR THE TYPE OF CONSTRUCTION OF THE �/ HEIGHT AND NUMBER OF STORY LIMI75 SPECIFIED IN THIS SECTION FOR THE APPLICABLE OCCUPANCIES. WILDING IN ACCORDANCE WITH SECTION 503.1. w H- AND STRUCTURES,INCLUDING HISTORIC BUILDIN65 AND STRUCTURES AS REFERENCED IN SECTION 3013.1 TABLE 5043 ALLOWABLE WILDING HE16HT IN FEET ABOVE 6RADE PLANE 50833 SEPARATION W Q 5EGTION 503 ALTERATIONS OCCUPANCY TYPE OF CONSTRUCTION NO SEPARATION IS REQUIRED BETWEEN NONSEPARATED OCCUPANCIES. TABLE 2902.1 w Q = MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES CC H CLASSIFICATION SEETYPE V 508.4.2 ALLOWABLE WILDING AREA G 503.1 GENERAL FOOTNOTES B M IN EACH STORY,THE WILDIN6 AREA SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL WILDING AREA OF EACH SEPARATED Z Z N EXCEPT AS PROVIDED BY SECTION 302.4,302.5,OR THI5 SECTION,ALTERATIONS TO ANY WILDING OR STRUCTURE SHALL COMPLY A,B,E,F,M,5,U 5 60 OCCUPANCY DIVIDED BY THE ALLOWABLE BUILDING AREA OF EACH SEPARATED OCCUPANCY SHALL NOT EXCEED 1. NO. CLASSIFICATIO OCCUPANCY WATER CLOSETS LAVATORIES W C4 WITH THE REQUIREMENTS OF THE INTERNATIONAL WILDING LODE FOR NEW CONSTRUCTION.ALTERATIONS SHALL BE SUCH THAT THE Q I DO EXISTING WILDING OR 5TRUC7URE 15 NOT LE55 COMPLYING WITH THE PROVISIONS OF THE INTERNATIONAL WILDING CODE THAN THE MALE FEMALE MALE FEMALE ; Z Q EXISTING WILDING OR STRUCTURE WAS PRIOR TO THE ALTERATION. 504.4 NUMBER OF STORIES AREA OF B OCCUPANCY+(25 AREA FACTOR INCREASE) + AREA OF F-2+(.25 AREA FACTOR INCREASE) Z � 2032+l-+(0.25)(2b32) + 51,365+/-+(025)(51,368) < 1 PER 25 FOR THE FIRST 50 AND I PER I PER 40 FOR THE FIRST 80 AND I PER 80 FOR THE = Q TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE 2 BUSIPff55 B 50 FOR THE REMAINING EXCEEDING 50 REMAININ6 EXCEEDING 80 Z 5EGTION 602 ALTERATION-LEVEL 1 56,000 5.F. 52000 5.F. O F-O TYPE OF CONSTRUCTION cc I.-I- 602.1 SCOPE OCO PANCY ALLOWABLE AREA OF B ALLOWABLE AREA OF F-2 FAG70RY AND G 2 KO U` TYPE V F-I AND F-2 I PER Do I PER 100 Z ZLASSIFIZATION FPS B 4 INDUSTRIAL z o Ln LEVEL I ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF EX15TINC MATERIALS,ELEMENTS,EQUIPMENT, (2,632+658 5.F)+(57,368+14,342 5F) w w W d' OR FIXTURES U51N6 NEW MATERIALS,ELEMENTS,EQUIPMENT,OR FIXTURES THAT SERVE THE SAME PURPOSE. B 5 3 = < 8 STORAGE 5 PER 100 PER IDD 'o 3 rp Q F-2 5 3 88,000 S.F. g CHAPTER 7: ALTERATION5-LEVEL I PROJECT NO. 5EGTION 101 GENERAL s-I s 2 75,000 S.F. COMMENTS:FOR THE BUSINESS OCCUPANCY ADEQUATE FIXTURES ARE PROVIDED,SEE EXITING PLANS ON SHEETS A0.05 AND A0.06. 2308 = 0.85 < ISSUE DATE 101.1 SLOPE 88=S.F. =4-O�I-03 COMMENTS:THIS WILDING 15 I STORY,WHICH 15 ALLOWABLE FOR ALL OCCUPANCY CLASSIFICATIONS. LEVEL I ALTERATIONS AS DESCRIBED IN SECTION 602 SHALL COMPLY WITH THE REQUIREMENTS OF THIS CHAPTER,LEVEL I ALTERATIONS CURRENT REVISION TO HISTORIC BUILDINGS SHALL COMPLY WITH THI5 CHAPTER,EXCEPT AS MODIFIED IN CHAPTER 12. COMMENTS:THI5 WILDING WITH PROPOSED 0CC1PA11CIE5 MEET5 ALL REQUIREMENTS FOR NONSEPARATED OCCUPANCIES. PERMIT SUBMITTAL T012 CONFORMANCE SECTION 506 BUILDING AREA DRAWING PLOT DATE ^ AN EXIST WILDING BECOMES BUILDING OR PORTION THEREOF SHALL NOT BE ALTERED SUCH THAT THE W BECOMES LE55 SAFE THAN ITS EXISTING 506.1 GENERAL 'W�50 CONDITION. Q CHAPTER q: FIRE PROTECTION AND LIFE 5AFETY SYSTEMS REVISION I DATE 13: THE ALLOWABLE FLOOR AREA OF A BUILDING SHALL BE DETERMINED BASED ON THE TYPE OF CONSTRUCTION,OCCUPANCY d N COMMENTS:THI5 PERMIT 5MM17TAL SET OF DRMIN65 WAS PREPARED U51NG THE PRESCRIPTIVE COMPLIANCE METHOD. CLASSIFlCATION,WHETHER THERE 15 AN AUTOMATIC,SPRINKLER SYSTEM INSTALLED THRW6HCVT THE BUILDING AND THE AMOUNT OF L REVISION 1 05/30/2025 c S BUILDING FRONTAGE ON PUBLIC WAY OR OPEN SPACE. 5ECTION qO6 PORTABLE FIRE EX7NGU5HER5 c 50b.2 ALLOWABLE AREA DETERMINATION [F]106.1 WHERE REQUIRED m.o TABLE 5062 L ALLOWABLE AREA FACTOR IN SQUARE FEET PORTABLE FIRE EX71NSUISHERS SHALL BE INSTALLED IN ALL OF THE FOLLOWING LOCATIONS: Z'm I. IN GROUP A,B,E,F,H,I,M,R-I,R-2,R-4,AND 5 OCCUPANCIES. z TYPE OF CONSTRUCTION 50b3 FRON7ASE INCREASE -ERANDAODRESS OCCUPANCY n,�V -MOUNTAIN MATERIALS c 3 SEE [F]1062 GENERAL REQUIREMENTS GLA551FICATION FOOTNOTE-. � B PER TABLE 50633 15 25% 76DO 5TH AVENUE SOUTH PORTABLE FIRE EXTINGUISHER5 SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH THI5 SECTION AND NFPA 10. SEATTLE,WA 98106 n B 51 56,000 CONTACT:GRETCHEN REIMBOLD `o.3 [F]106.3 SIZE AND DISTRIBUTION F-2 51 52000 7-2: 521000 X.25=15= EY PLAN Ev 50 TOTAL ALLOWABLE WILDING AREA THE SIZE AND DISTRIBUTION OF PORTABLE FIRE EXTIN&UISHER5 SHALL BE IN ACCORDANCE WITH SECTIONS 106.5.1 THROUGH 106.5.4. o 5-1 51 52000 15 52,000+13p00=65,000 5.F. c y o COMMENTS:THE FIRST LEVEL 15 60p00 S.F..-SEE ZALZULATIONS FOR INCREASED AREA IN NEXT SECTION,5063 FRONTAGE LIGHT(Lo.) ORDINARY EXTRA(High) GINCREASE. HAZARD (Moderate) HAZARD m o OCCUPANCY HAZARD OCCUPANCY c m 506.5 FRONTAGE INCREASE OCCUPANCY City of Arlington o J. EVERY BUILDING SHALL ADJOIN OR HAVE ACCESS TO A PUBLIC WAY TO RECEIVE AN AREA FACTOR INCREASE BASED ON FRONTAGE. MINIMUM-RATED SINGLE 2-Ao 2-A 4-AP Building Department �-? AREA FACTOR INCREASE SHALL BE DETERMINED IN ACCORDANCE WITH SECTIONS 5063.1 THRCUGH 506.5.3. EXTIW15fER APPROVED G SHEET NAME 3 506.5.1 MINIMUM PERCENTAGE OF PERIMETER CODE ANALYSIS = MAX114H FLOOR AREA Kevin Olander-07/22/2025 o TO QUALIFY FOR AN AREA FACTOR INCREASE BASED ON FRONTAGE,A W ILDINC SHALL HAVE NOT LESS THAN 25 PERCENT OF ITS PER UNIT OF A 3,000 S.F. 1,500 S.F. 1,000 S.F. PERIMETER ON A PUBLIC WAY OR OPEN SPACE.SUCH OPEN SPACE SHALL BE EITHER ON THE SAME LOT OR DEDICATED FOR PUBLIC No changes authorized unless approved by USE AND SHALL BE ACCESSED FROM A STREET OR APPROVED FIRE LANE. the Building Official m o MAXIMUM FLOOR AREA 506.5.2 70 QUALIFY FOR AN AREA FACTOR INCREASE BASED ON FRONTAGE,THE PUBLIC WAY OR OPEN SPACE ADJACENT 7O THE FOR EXTINGUISHER I1,250 S.F. 11,250 S.F. 11250 S.F. a°c WILDING PERIMETER SHALL HAVE A MINIMUM DISTANCE(K OF 20 FEET MEASURED AT RIGHT ANGLES FROM THE WILDING FACE TO .�N SCALES AS NOTED ANY OF THE FOLLOWING: o MAXIMUM DISTANCE OF 75 FEET 75 FEET 75 FEET m I.THE CLOSEST INTERIOR LOT LINE. TRAVEL TO EXINGUISHER SHEET NUMBER Tyi 2.THE ENTIRE WIDTH OF A STREET,ALLEY,OR PUBLIC WAY. c 3.THE EXTERIOR FAZE OF AN ADJACENT WILDING ON THE SAME PROPERTY. A0 O a¢ THE FRONTAGE INCREASE SHALL BE BASED ON THE SMALLEST PUBLIC WAY OR OPEN SPACE THAT 15 20 FEET OR GREATER,AND THE COMMENTS:THI5 BUILDING WILL HAVE 20 FIRE EXTIN&U15HER5. ■ "o PERCENTAGE OF WILDING PERIMETER HAVING A MINIMUM 20 FEET PUBLIC WAY OR OPEN SPACE. rU F<a COPYRIGHT SCR ARCHITECTS t0 X THE 2021 UNIVERSAL PLUMBING GORE (ABBREVIATED ON THIS SHEET AS UPG) AND ❑0 SCR I Architects U. ANSI AI1.1-2011 ARE E30TH OURRENTLY ADOPTED E3Y THE STATE OF lNA5HINOTON 24" 1221 E.Pike St. Suite 205 w MIN. Seattle,WA 98122 I I I I I j ARCHITECT/CONSULTANT SEAL o I'-0" -0°I '-0" /` 5D SGD/HD/PTD 5ND RN °o MIN. MIN. MIN. a - eels e � �z 15„ Q❑ 7 - cD REGISTERED AR ITECT X o („ Ix J"o w ? o o q L "U O Scott Aan Connor Z Z Ey STATE OF WASHINGTON TP --- �Q I b � o o f a- 26„ o I - Q �� a� _� 7 7 p ih Q M O Z Z (O Z (D V F FIN15H FLOOR MIN ~ V o ADJACENT TOILET ADJACENT URINALS TOILET PAPER SANITARY MIRROR 50AP SEAT COVER 5ANITARY ROOM NUMBER ELECTRICAL THERMOSTAT FIRE ALARM FIRE WHITE BOARD 5TANDIN6 CLOCK MOP RACK COMPARTMENTS UPC SECTION 402.5 DISPENSER RECEPTACLE AN51 AII1.1-2011 DISPENSER DISPENSER, NAPKIN AN51 AI11.1-2011 RECEPTACLE, LI6HT SWITCH, HORN,VISIBLE EXTINGUISHER TACK BOARD DRINKING SPEAKER DRAWN By: amV+A.C. UPC,SECTION 402.5 AN51 AI11.1-2011 AN51 A111.I-2011 SECTION 603.3 AN51 A111.1-2011 HAND DRYER DISPENSER SECTION 703 CAN,OR OR FIRE ALARM SIGNAL.OR CABINET AN51 A111.1-2011 FOUNTAIN City of Arlington SECTION 604.1 SECTION 308 SECTION 308 PAPER TOWEL AN51 AI11.1-2011 TELEPHONE PULL STATION COMBINATION AN51 AII1.1-2011 5EGTION 306 AN51 AI11.1-2011 CHECKEED BY: C R. DISPENSER SECTION 308 OUTLET AN51 AIIl.1-2011 AN51 AII1.1-2011 SECTION 308 SECTION 602.4 Building Department AN51 AII1.1-2011 AN51 AIII.I-2017 SECTIONS 308 SECTIONS 102, APPROVED 1 RECOMMENDED MOUNTING HEIGHTS SECTION 505 SECTION 509 AND 102 AND 11.06.2- 3/8"=1'-0" 1106.4.4 Kevin Olander- 07/22/2025 CLEAR FLOOR SPACE CIRCULAR SPACE T-5HAPED TURNING SPACE SECTION 306: KNEE AND TOE CLEARANCE No changes authorized unless approved by 505.5.1 NEW BUILDINGS AND FACILITIES. IN NEW BUILDINGS THE CLEAR FLOOR THE TURNING SPACE SHALL BE A THE TURNING SPACE WITHIN A 64"MINIMUM SQUARE, 506.1 GENERAL. WHERE SPACE BENEATH AN the Building Official IN LEVEL (A) SPACE SHALL BE 52"MINIMUM IN LENGTH AND 30"MINIMUM IN WIDTH. CIRCULAR SPACE WITH A 5-INCH MINIMUM WITH ARMS AND BASE 38 INCHES MINIMUM WITH WIDTH ELEMENT 15 INCLUDED A5 PART OF THE CLEAR VERTICAL CHANGE CHANGES IN LEVEL IN LEVEL MAXIMUM IN HEIGHT SHALL FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A SLOPE NOT DIAMETER, THE TURNING SPACE SHALL EACH ARCH OF THE 7-BAR SHALL BE CLEAR OF SPACE AT AN ELEMENT,CLEARANACE AT AN STEEPER THAN 1:48 AND SHALL COMPLY WITH 5ECTION 305 CHANGES IN LEVEL. BE PERMITTED TO INCLUDE KNEE AND OBSTRUCTIONS 12 INCHES MINIMUM IN EACH DIRECTION, ELEMENT,OR A TURNING SPACE,THE SPACE SHALL 4"MAXIMUM BE PERMITTED TO BE VERTICAL. ONE FULL,UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE SHALL ADJOIN OR TOE CLEARANCE COMPLYING WITH AN51 AND THE BASE SHALL BE CLEAR of OBSTRUCTIONS COMPLY WITH SECTION 306. ADDITIONAL SPACE a OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE. 111.1-2011 SECTION 506 24 INCHES MINIMUM. SHALL NOT BE PROHIBITED BENEATH AN ELEMENT, M,4 BUT SHALL NOT BE CONSIDERED AS PART OF THE SEE 5EC7ION 305.7 FOR"CLEAR FLOOR SPACE IN AN ALCOVE." 64"MINIMUM CLEAR FLOOR SPACE OR TURNING SPACE. Q BEVELED CHANGE IN LEVEL � - � � - - - - � � CHANGES IN LEVEL GREATER THAN 1/4"IN HEIGHT AND (�) / NOT MORE THAN 1/2"MAXIMUM IN HEIGHT SHALL BE 2'-6" \ BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. SEE a 30"MIN. x (5)AND(C)AND SECTION 302: FLOOR SURFACES IN - Z o z 8"MIN.m °p Zo THE IGG A111.1-2011 57ANDAIRD. _T---------F_ o J cn J cli RAMPS AND BLENDED TRANSITIONS � i > 5'-7" // - - J - V z_ Q GHANGE5 IN LEVEL GREATER THAN 1/2"IN HEIGHT = SHALL BE RAMPED AND SHALL COMPLY WITH IGG v v L J MINIMUM-DIAMETER FOR NEW " 3'-6" "AN51 117.1-2011 SECTION 405 OR 406. - Lmill, BUILDINGS(60"EXISTING BUILDINGS) 42"MINIMUM 11" 6" SECTION 301: PROTRUDING OBJECTS H w SIZE OF CLEAR FORWARD PARALLEL MIN. MAX. FLOOR SPACE APPROACH APPROACH CIRCULAR SPACE THE TURNING SPACE SHALL BE PERMITTED TO INCLUDE Q KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 2 CHANGES IN LEVEL 3 CLEAR FLOOR SPACE n SIZE OF TURNING SPACES 506 ARM.ONLY AT THE END of EITHER THE BASE OR ONE 5 KNEE AND TOE CLEARANCE 8 LIMITS OF PROTRUDING OBJECTS Z N 6"=1'-0" 3/8"=1'-0" 3/8"=1'-0" 3/8"=1'-0" 3/8"=1'-0" QLLI z SECTION 308: REACH RAN6E5 SECTION 308: REACH RANGES SECTION 308: REACH RANGES SECTION 308: REACH RAN6E5 SECTION 308: REACH RANGES Z >� Q 505.2 FORWARD REACH. 508.2.2 OBSTRUCTED HIGH REACH. WHERE A HIGH FORWARD REACH 15 OVER AN 305.5 51DE REACH. 505.5.2 OBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR SPACE 505.5.2 OBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR O O 308.2.IUNOBSTRUCTED. WHERE A FORWARD OBSTRUCTION,THE CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 AND KNEE AND 308.5.1UN055TRUCTED HIGH REACH. WHERE A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 ALLOWS A PARALLEL APPROACH To AN SPACE COMPLYING WITH SECTION 505 ALLOWS A PARALLEL F REACH 15 UNOBSTRUCTED,THE HIGH FORWARD TOE CLEARANCE COMPLYING WITH SECTION 306 SHALL EXTEND BENEATH THE ELEMENT COMPLYING WITH SECTION 505 ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH 51DE REACH 15 OVER AN 055TRUGTION,THE HEIGHT APPROACH TO AN ELEMENT AND THE HIGH 51DE REACH 15 OVER z w�Z REACH SHALL BE 48 INCHES MAXIMUM AND THE FOR A D15TANOE NOT LE55 THAN THE REQUIRED REACH DEPTH OVER THE 0557RUGTION. ELEMENT AND THE EDGE of THE CLEAR FLOOR SPACE 15 10 INCHES MAXIMUM OF THE OBSTRUCTION SHALL BE 34 INCHES MAXIMUM ABOVE THE FLOOR AND AN OBSTRUCTION,THE HEIGHT OF THE 0657RUGTION SHALL BE 34 LOW FORWARD REACH SHALL BE 15 INCHES FROM THE ELEMENT,THE HI6H SIDE REACH SHALL BE 48 INCHES MAXIMUM THE DEPTH of THE OBSTRUCTION SHALL BE 24 INCHES MAXIMUM. INCHES MAXIMUM ABOVE THE FLOOR AND THE DEPTH OF THE w CID fr MINIMUM ABOVE THE FLOOR. AND THE LOW SIDE REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FLOOR. OBSTRUCTION SHALL BE 24 INCHES MAXIMUM. a p�Q (A' E! (A) (5) i - - ABSOLUTE CLEAR WIDTH OF OPENING PROJECT NO. INCLUDING DOOR,JAMB,AND 2308 HARDWARE TO BE 32"MINIMUM, ISSUE DATE TYPICAL. ifVMiAT��//1-A1 x x x - I CURRENT REVISION >< N N v ^ z IS"MIN.CLEARANCE BEYOND 57RIKE �' JAMB ON SWING 510E OF DOOR PERMIT SUBMITTAL m b b 0 b f 0 b f 0 a O `♦♦♦ DRAWING PLOT DATE ^ 0 o a? p o 0 0 oQ o 0 0 2'-8" 1'-6" 2/i�30 r v v �� '"� �� f4 �� v_u' �' �� MIN. IS"MI . - (*)�62 - REVISION DATE r A4 ;-- y fQ pj REVISION 1 05/30/2025 � a= 1'-8" 20"-25" �10" 10" 10"-24" - MA . UNOBSTRUCTED FORWARD CLEAR AREA AT DOOR-FRONT APPROACH N m REACH ELEVATION �QLSTRUCTED HIGH FORWARD REACH ELEVATION UNOBSTRUCTED SIDE REACH ELEVATION �„ TRUCTED HIGH SIDE REACH ELEVATION /H1 PULL SIDE 3/8"=1'-0" 3/8"=1'-0" J 3/8"=1'-0" 3/8"=1'-0" 3/8"=1'-0" OMERA""Ao"RESE: `0 3 MI-MOUNTAIN MATERIALS w N - 7E00 AVENUE SOUTH TACTLE WA 981A8 CON �C ��♦ �♦♦ CONTACT:GRETCHEN REIMBOLD 3 2'-8" ♦ FIGURE 404.2.3.2(D)MANEUVERING CLEARANCE AT FIGURE 404.2.5.2(E)MANEUVERING CLEARANCE AT 2'-8"" ♦ FIGURE 404.2.5.2(6)MANEUVERING CLEARANCE AT 2'-8"♦` EYPLAN o MIN. MANUAL 5WINGING DOORS MANUAL 5WINGING DOORS MANUAL SWINGING DOORS - - HINGE APPROACH-PULL SIDE HINGE APPROACH-PULL 51DE I- - LATCH APPROACH-PULL SIDE - - N o �o z I I I f I *54"MINIMUM IF CL05ER 15 PROVIDED te v v IF BOTH CLOSER AND z `O- Z SHEET NAME o L_ - -� LATCH ARE PROVIDED b Y _ - 2'-0" DOORWAY�, o I z I DOORWAY 2'-0" DOORWAY n N 24"MIN. WIDTH q WIDTH MIN. ACCESIBILITY WIDTH ! `♦♦♦ 3'-0" `♦♦♦ T-6" FIGURE 404.2.5.2(F)MANEUVERING CLEARANCE AT MANUAL `♦♦♦ 2,-0„ DIAGRAMS FIGURE 404.2.5.2(B)MANEUVERING CLEARANCE AT 36 MIN. 42"MIN. SWINGING DOORS `� MIN. FIGURE 404.2.5.2(H)MANEWERING CLEARANCE AT MANUAL SWINGING DOORS HINGE APPROACH-PUSH SIDE MANUAL SWINGING DOORS - "2'-8 2'-8" L2'-8" - FRONT APPROACH-PUSH SIDE-NEW BUILDINGS " IF BOTH CLOSER AND LATCH ARE PROVIDED MIN. LATCH APPROACH-PUSH 510E IF BOTH CL05ER AND LATCH ARE PROVIDED SHEET NUMBER '48"MINIMUM IF CLOSER IS PROVIDED t CLEAR AREA AT DOOR-FRONT APPROACH CLEAR AREA AT DOOR-HINGE CLEAR AREA AT DOOR-LATCH CLEAR AREA AT DOOR-LATCH AO 0 3 „< PUSH SIDE n CLEAR AREA AT DOOR-HINGE APPROACH PULL SIDE n APPROACH PUSH SIDE 15 APPROACH PULL SIDE 18 APPROACH PUSH SIDE ■ 3/8 1"0 3/8"=1'-0" U 3/8"=1'-0" 3/8"=1'-0" 3/8"=1'-0" F �o- 0 M a ROOM FINISH SCHEDULE (SUBJECT TO CHANGE) FINISH LEGEND & SPECIFICATIONS (SUBJECT TO CHANGE) SCR Architects y WALL FINISH CASEWORK FINISH DOOR BASE SOLID SURFACE 1221 E.Pike St. Suite 205 F ROOM BASE FLOOR CEILING Seattle,WA 98122 ROOM NAME NORTH EAST SOUTH WEST COUNTER DOORS GLAZING OTHER COMMENTS B-1 ROPPE-4"H STANDARD COVE TOE RUBBER BASE,700 SERIES OR PINNACLE,COLOR SS-1 CAESARSTONE-#2141 BLIZZARD QUARTZ,3 CM THK.MATERIAL POLISHED FINISH, NUMBER FINISH FINISH WALL WALL WALL WALL FINISH CABINET TOP BACKSPLASH FRAMES #123 CHARCOAL MITER ALL EDGES/CORNERS WITH 1/8"(3mm)RADIUS. c' 100 LOBBY B-1 CONC P-1 P-1 P-1 P-1 P-1 N/A N/A N/A WA N/A B-2 ROPPE-6"H STANDARD COVE TOE RUBBER BASE,700 SERIES OR PINNACLE,COLOR SS-2 WILSONART-#9204CE MORNING ICE,1/2"THK.MATERIAL POLISHED FINISH,MITER ALL ARCHITECT/CONSULTANT GEAL 11 101 HALLWAY B-1 CONC P-1 P-1 P-1 P-1 P-1 N/A N/A N/A P-4 P-4 #123 CHARCOAL. EDGESICORNERS WITH 118"(3mm)RADIUS. 8879 a B-3 SCHLUTER-DESIGNBASE-SL COVED PROFILE BASE,#DB-SL-110-EB,BRUSHED TILE NLcisTEREo z 102 OFFICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST NIA N/A WA P-0 P-4 aR iTECT STAINLESS STEEL FINISH(EB),4-3/8"H X 8'2-112"L,WITH#DB-ZS-LL-E SEALING LIP AND T-1 UNITED TILE-SWATCHES BY CROSSVILLE,#NEU11 SHADOW,SATIN,3"X 12"X 8 MM 0 103 SERVER ROOM B-1 EXIST P-1 P-1 P-1 P-1 EXIST NIA N/A N/A P-4 P-4 MATCHING INSIDE AND OUTSIDE CORNERS,USE FULL LENGTH PIECES TO AVOID 104 NEW OFFICE B-1 CONC P-1 P-1 P-1 P-1 ACT-1 WA NIA NIA P-4P 4 CERAMIC TILE,HERRINGBONE INSTALLATION,WITH SCHLUTER JOLLY EDGE TRIM, ou Aan Ca," SEAMS(NO"CONNECTOR"TRIMS)-REFER TO DETAILS 4/A-0.4 AND 5/A-0.4. SATIN NICKEL ANODIZED ALUMINUM FINISH(AT)AT EXPOSED EDGES-REFER TO STATE OF wASHINGTON 105 OFFICE B-1 CONC P-1 P-1 P-1 P-1 EXIST N/A NIA N/A P-4 PA CEILING DETAIL3/A-0.4. USE LATICRETE SPECTRALOCK PRO GROUT,COLOR#45 RAVEN,1/8" 106 WORKROOM B-1 CONC P-1 P-1 P-1 P-1 EXIST WA N/A N/A P-4 PA ACT-1 TO MATCH EXISTING OFFICE CEILING GRID AND TILE GROUT LINES.CONTACT LISA ANDERSON,(206)730-3394,LISA@UNITEDTILE.COM 107 RR B-3 CONC P-1 P-1 P-1 P-1&T-2 P-1 WA N/A WA P-4 P-4 PRICE T-3 ALTERNATE,REFER TO FILM T-2 DALTILE-ARTCRAFTED DRIFT RECTANGLE#AC30,GLOSSY,3"X 12"X 5/16"GLAZED ELEVATIONS FOR T-2 LOCATION CERAMIC TILE,HERRINGBONE INSTALLATION. USE LATICRETE SPECTRALOCK PRO NIA WA PRICE T-3 ALTERNATE,REFER TO FL-1 OPAQUE GRAPHIC FILM-FONT STYLE,FONT SIZE(VARIES)AND FILM COLOR TBD. GROUT,COLOR#45 RAVEN,1/8"GROUT LINES. USE JOLLY#S1/212J ARTCRAFTED 1/2" 108 RR B-3 CONC P-1 P-1&T-2 P-1 P-1 P-1 WA P-0 P-4C ELEVATIONS FOR T-2 LOCATION CONTRACTOR'S SIGN VENDORISUB TO COORDINATE WITH DESIGNER.FLOORING X 12"MATCHING TRIM ON EXPOSED VERTICAL SIDES.CONTACT CARL CHITWOOD, 109 OFFICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST N/A N/A WA P4 P-4 (206)854-6930,CARL.CHITWOOD@DALTILE.COM DRAWN BY: amv CONC EXPOSED CONCRETE-REMOVE EXISTING COATINGS(AS APPLICABLE),DIAMOND T-3 DALTILE-ARTCRAFTED DRIFT RECTANGLE#AC30,GLOSSY,3"X 12"X 5/16"GLAZED 110 OFFICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST NIA N/A WA P4 P-4 GRIND 50 THRU 200,EPDXY/SEAL CRACKS,VOIDS AND JOINTS,DIAMOND D GRIND (ALT.) CERAMIC TILE,1 ROW. USE LATICRETE SPECTRALOCK PRO GROUT,COLOR#45 CHECKED BY: C.R. 111 OFFICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST N/A N/A WA P-4 P-4 400-800(GOAL OF 600-800),APPLY COAT OF MANUFACTURER'S POLISH SEALER, RAVEN,1/8"GROUT LINES.USE JOLLY#S1/212J ARTCRAFTED 1/2"X 12"MATCHING APPROVED BY: C.R. 112 TESTING ROOM B-1 CONC P-1 P-1 P-1 P-1 P-1 TBD TBD TBD P4 P-4 PAINT EXPOSED LVL CEILING JOISTS BURNISH WITH HIGH SPEED BURNISHER,APPLY CLEAR PROTECTIVE STAIN GUARD. TRIM ON TOP EDGE AND SCHLUTER DILEX-AHKA COVED PROFILE AT BASE,SATIN WITH P-1 VINYL TOLI-MATURE ADVANTAGE#4053 FIORE TERRAZZO SHEET VINYL,6'W GOODS,USE NICKEL ANODIZED ALUMINUM FINISH(AT)-ALTERNATE TO B-3(CONFIRM WITH 113 VEST B-1 CONC P-1 P-1 P-1 P-1 P-1 WA NIA N/A P-4 PA MATCHING HEAT WELD AT SEAMS(MINIMIZE SEAMING)AND SCHLUTER RENO-U DESIGNER).REFER TO DETAIL 21A-0.4 114 STOR B-1 CONC P-1 P-1 P-1 P-1 P-1 PLAM-1 N/A N/A P-4 P4 TRANSITION PROFILE,SATIN NICKEL ANODIZED ALUMINUM FINISH(AT)-REFERTO UPHOLSTERY P-3& SS-1& T-1&SS-1 REFER TO PLANS&ELEVATIONS FOR DETAIL 1IA-0.4 FOR TRANSITION.CONTACT NORA VIVARELLI AT T&A SUPPLY,(206) UPH-1 SILCONE UPHOLSTERY PROVIDED BY OWNER. 115 BREAK ROOM B-1 CONC P-1&P-3 P-1&P-3 P-1&P-3 P-1&P3 PLANT-2 PA P-4 409-3870,NVIVARELLI@TASUPPLY.COM WD-2 WD-1 CASEWORK&CEILING FINISHES MISCELLANEOUS UPH-2 SILCONE UPHOLSTERY PROVIDED BY OWNER. 116 LOCKER B-2 CONC P-1 P-1 P-1 P-1 P-1 N/A N/A N/A P-4 P-4 ACCENT PAINT TBD SILCONE UPHOLSTERY PROVIDED BY OWNER. 117 MEN'S RR B-2 CONC P-1 P-1 P-1 P-1 P-1 N/A NIA FRP P-4 P-4 ACCENT PAINT TBD FR UPH-3 PA FRP-STANDARD FRP WALL PANELS TO MATCH EXISTING. UPH-3 VERING 118 WOMEN'S RR B-2 CONC P-1 P-1 P-1 P-1 P-1 WA SS-2 SS-2 P-4 P-4 ACCENT PAINT TBD PAINT P-1 BENJAMIN MOORE-#OC-149 DECORATOR'S WHITE,SCUFF-X EGGSHELL N485, WC-1 MDC INTERIOR SOLUTIONS-ZINTRA ACOUSTIC SOLUTIONS,ZINTRA 1/2"ACOUSTIC 119 LOCKER B-2 CONC P-1 P-1 P-1 P-1 P-1 N/A N/A NIA P-4 P 4 ACCENT PAINT TBD ACRYLIC LATEX COPOLYMER-APPLY ONE(1)COAT PRIMER PLUS TWO(2)COATS SHEETS,COLOR IVORY-WITH CUSTOM DIGITAL IMAGERY(PHOTO IMAGE TO BE 120 JAN EXIST EXIST EXIST EXIST EXIST EXIST EXIST N/A N/A N/A P4 P-4 PAINT. PROVIDED BY OWNER).USE Z-CLIP INSTALLATION METHOD,PER MANUFACTURER'S O 121 VEST B-2 CONC P-1 P-1 P-1 P-1 P-1 N/A NIA N/A P-4 P4 INSTRUCTIONS(NOTE ZINTRA PANELS ARE SEPARATE,NOT BUTTED TOGETHER). P-2 BENJAMIN MOORE-#OG149 DECORATOR'S WHITE,SCUFF-X SEMI-GLOSS N487, O N/A WA PRICE T-3 ALTERNATE,REFER TO CONTACT JEANETTE WEBSTER,(425)420-3049,JEANETTE.WEBSTER@MDCWALL.COM 207 RR B-3 VINYL P-1 P-1 P-1 P-1&T-2 P-1 WA P-0 P-0 ACRYLIC LATEX COPOLYMER-APPLY ONE(1)COAT PRIMER PLUS TWO(2)COATS w ELEVATIONS FOR T-2 LOCATION PAINT. WOOD = 208 RR B-3 VINYL P-1 P-1&T-2 P-1 P-1 P-1 WA NIA WA P4 P-4 PRICE T-3 ALTERNATE,REFER TO P-3 BENJAMIN MOORE-#AF-715 DOLPHIN,SCUFF-X EGGSHELL N485,ACRYLIC LATEX WDA ALL EXPOSED MATERIAL TO BE GRADE BIBB,OR BETTER,BALTIC BIRCH PLYWOOD, U ELEVATIONS FOR T-2 LOCATION COPOLYMER-APPLY ONE(1)COAT PRIMER PLUS TWO(2)COATS PAINT. 3/4"THK.MATERIAL,SAND AND FINISH ALL SURFACES,INCLUDING EDGES. FINISH Z P-4 BENJAMIN MOORE-#AF-715 DOLPHIN,SCUFF-X SEMI-GLOSS N487,ACRYLIC LATEX WITH CLEAR COAT LACQUER OR POLYURETHANE,MATTE FINISH. 210 RR B-3 VINYL P-1 P-1 P-1 P-1 P-1 N/A NIA N/A P-4 P-4 PRICE T-3 ALTERNATE COPOLYMER-APPLY ONE(1)COAT PRIMER PLUS TWO(2)COATS PAINT. WD-2 ALL EXPOSED MATERIAL TO BE GRADE B/BB,OR BETTER,BALTIC BIRCH PLYWOOD, J V THK.MATERIAL,SAND AND FINISH ALL SURFACES,INCLUDING EDGES. FINISH WITH SS-1 T-2&SS-1 PRICE T-3 ALTERNATE,REFER TO P-5 ACCENT PAINT COLOR-TBD J 211 RR B-3 VINYL P-1 P-1 P-1&T-2 P-1 P-1 PLAM-2 P� P 4 ELEVATIONS FOR T-2 LOCATION CLEAR COAT LACQUER OR POLYURETHANE,MATTE FINISH.- -TBD 6 ACCENT PAINT COLOR P Q PLASTIC LAMINATE PLAM-1 WILSONART-#D427-60 LINEN,MATTE FINISH W co PLAM-2 WILSONART-#10657-60 GRAPHITE,MATTE FINISH LLJ Q H 217 NEW OFFICE 0 co NIA N/A PAINT ALL EXISTING WOOD AT STAIRS Z Lu N A STAIRA EXIST EXIST P-1 P-1 P-1 P-1 P-1 NIA P4 P4 P-2 WITHP-2 Q =)00 rn NIA N/A PAINT ALL EXISTING WOOD AT STAIRS LU Q B STAIR B EXIST EXIST P-1 P-1 P-1 P-1 P-1 NIA P4 R4 P-2 WITH P-2 Z Q� � =z 0 "to(DD z Q o Ln z aN00 J PROJECTNO. SCHEDULED WALL TILE AND FINISH GENERAL NOTES CASEWORK GENERAL NOTES 2308 TRIM - ISSUE DATE 1. REFER TO ELEVATIONS AND DETAILS FOR EXACT FINISH LOCATIONS. 1. PROVIDE ALL NECESSARY BACKING,BLOCKING,FRAMING AND LEVELING FOR WALL MOUNTED 2024-09-03 EXISTING CARPET OVER SCHEDULED SCHLUTER DILEX- 2. REFER TO DOOR,GLAZING&HARDWARE NOTES ON SHEET A-0.5 FOR DOOR&GLAZING ITEMS,INCLUDING BUT NOT LIMITED TO;CASEWORK,LAVATORIES,LIGHT FIXTURES,MIRRORS, CURRENT REVISION PAD AHKA PROFILE-INSTALL PER FRAME FINISHES NOT CALLED OUT ON ROOM FINISH SCHEDULE. TELEVISIONS AND MONITORS,AND ANY OTHER ITEMS REQUIRING THE SAME,INCLUDING ANY PERMIT SUBMITTAL MANUFACTURER `= PREPARATION REQUIRED TO ACCOMMODATE SUBSTRATE FOR FINISH MATERIALS. DRAWING PLOT DATE SCHEDULED SCHLUTER 2. ALL DIMENSIONS ARE FROM FACE OF FINISH,U.N.O. DO NOT SCALE DRAWINGS. 2025-05-30 RENO-U TRANSITION SCHEDULED CONCRETE OR 3. REFER TO ALL OTHER DRAWING SHEETS FOR ADDITIONAL INFORMATION AND DETAILS. c ae PROFILE RESILIENT FLOORING 4. ALL CASEWORK CORES TO BE PLYWOOD,U.N.O. REVISION I DATE p� MATERIAL(RUN TO WALL 5. USE"WHITE"MELAMINE LINER FOR CABINET INTERIORS AND DRAWER BOXES AT PLAM-1 REVISION 1 05/30/2025 SCHEDULED RESILIENT SURFACE AND CAULK PRIOR LOCATIONS.USE"BLACK"MELAMINE LINER FOR CABINET INTERIORS AND DRAWER BOXES AT i� FLOORING MATERIAL TO DILEX-AHKA INSTALL) PLAM-2 LOCATIONS.EDGES OF SHELVES AND DRAWER BOXES TO BE MATCHING PVC. 6. ALL EXPOSED SURFACES(SUCH AS OPEN CABINETS)TO BE SCHEDULED PLASTIC LAMINATE, NOT MELAMINE OR PVC. 50,S EXISTING SUBFLOOR 7. ALL DRAWERS TO RECEIVE ACCURIDE#4034 HEAVY-DUTY,FULL-EXTENSION,BALL BEARING SLIDES.U.N.O.ALL DOORS TO RECEIVE CONCEALED EUROPEAN,125 DEGREEE,SELF-CLOSING a FULL OVERLAY HINGES.USE 170 DEGREE HINGES AT ADA SINKS. wHEa"o ooaess: 3 8. COORDINATE WITH ELECTRICAL CONTRACTOR FOR ELECTRICAL OUTLET LOCATIONS LOCATED IIp0 MOUNTAINAVENUE MATERIALS ERIASOUT S 1._ j RESILIENT FLOORING TO CARPET TRANSITION 2 FLOORING TO WALL TILE TRANSITION ALTERNATE BEHINDIINSIDE CASEWORK(I.E.MICROWAVE CASEWORK). SEATTLE,WA 98108 a'o b"=1'-0" b"=1'-0" 9. CASEWORK PULLS TO BE DOUG MOCKETT#DP305A-17S,6-27132"BLADE DRAWER PULLS,SATIN CONTACT:GRETCHEN REIMBOLD 3 SCHEDULED WALL TILE(T-2)� NICKEL(17S)FINISH.CONTACT DESIGNER FOR PULL MOUNTING LOCATIONS AND ORIENTATION. KEY PLAN d SCHEDULED JOLLY TILE TRIM 10. USE SATIN/BRUSHED NICKEL CAM LOCKS WHERE NOTED ON ELEVATIONS FOR CASEWORK A, DOORS AND DRAWERS.USE GANG LOCKS AT DRAWERS.KEY ALL LOCKS ALIKE. -SCHEDULED SCHLUTER SCHEDULED SCHLUTER (REFER TO T-2 FOR SPEC) T JOLLY EDGE PROFILE,ALL DESIGNBASE-SL PROFILE SCHEDULED SCHLUTER m EXPOSED EDGES OF TILE WITH SEALING LIP DESIGNBASE-SL PROFILE 12 O WITH SEALING LIP L Y SCHEDULED CONCRETE OR c RESILIENT FLOORING SCHEDULED CONCRETE OR SCHEDULED TILE MATERIAL(RUN TO WALL AND RESILIENT FLOORING 1 CAULK PRIOR TO MATERIAL(RUN TO WALL AND SHEET NAME 3 DESIGNBASE-SLINSTALL) CAULK PRIOR TO City of Arlington SCHEDULES & �g DESIGNBASE-SLINSTALL) Building Department SPECIFICATIONS APPROVED �o Kevin Olander-07/22/2025 No changes authorized unless approved by the Building Official SHEET NUMBER 3 WALL TILE TRANSITION 4 WALL BASE DETAIL 5 WALL BASE DETAIL 6„=1'-0" 6„=1,_O„ AO.O4 °o Of o! I­co L F CCPVRIGIIT C SC sp M a DOOR SCHEDULE DOOR, GLAZING & HARDWARE LEGEND DOOR, GLAZING & HARDWARE NOTES SCR Architects W N DOOR STYLES 1. ALL DOOR HARDWARE TO BE ADA COMPLIANT PULLS,TYPICAL,U.N.O.OPERABLE PARTS 1221 E.Pike St. Suite 205 z DOOR w FRAME HARDWARE SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING, Seattle,WA 98122 w Lu D1 36"W FLUSH DOOR h OR TWISTING OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL ARCHITECT/CONSULTANT SEAL a D2 36"W FLUSH DOOR WITH QUARTER VISION LATE NOT EXCEED 5 POUNDS. o I_u 2. MOUNT ALL DOOR HANDLES,PULLS,LATCHES AND OTHER OPERABLE DEVICES AT 34"MIN.TO aare co 44"MAX.O.C.AFF. RLcisrEREo ? y a w D3 (NOT USED) aR irEcr 3. ALL DOOR KICK PLATES TO BE ROCKWOOD(ASSA ABLOY)#K1062 HEAVY-DUTY,SATIN c0 CS Lu z w x = Y W x Y W x nz- g y Ix ILc STAINLESS STEEL(US32D),OR EQUAL.ALL PLATES TO BE 12"H X APPROPRIATE WIDTH FOR N N Y Z Scott Aan Connor c o W s a z 0 a z g o o c� SCHEDULED DOOR; PUSH SIDE PLATES TO BE 2"LESS THAN DOOR WIDTH.PULL SIDE PLATES STATE of wnsw cro o ROOM/AREA wx LL h M - 0 o x u x h ADDITIONAL COMMENTS TO BE 1.5"LESS THAN DOOR WIDTH. 101 HALLWAY EXIST N' 80" 13/4" WOOD PA WOOD P-4 H5 X GLAZING STYLES 4. PROVIDE AND INSTALL DOOR WALL STOPS/BUMPERS,TYPICAL.USE FLOOR STOPS WHERE 101b CLOSET EXIST 36' 80" 13/4" WOOD P-4 WOOD P-4 H1 APPLICABLE AND/OR SPECIFIED. 102 OFFICE EXIST 36' W' 13/4" WOOD P-4 WOOD PA H2 G1 EXISTING(RE-USED)22"W X 48"H WOOD FRAMED RELITEISIDELITE,WIRE SAFETY GLASS 5. NEW DOORS TO RECEIVE THREE(3)HINGES AND THREE(3)SILENCERS,MIN. 6. ALL LOCKSET KEYING TO BE COORDINATED WITH TENANT. CONFIRM ALL HARDWARE GROUPS 103 SERVER ROOM RELO 36' 80" 13/4" WOOD P-4 WOOD P4 H2 G2 EXISTING(RE-USED)48"W X 48"H WOOD FRAMED RELITE/SIDELITE,WIRE SAFETY GLASS WITH OWNER PRIOR TO PLACEMENT OF ORDER. 104 NEW OFFICE EXIST 36' 80" 13/4" WOOD P-4 WOOD P-4 H5 X X 7. DOOR THRESHOLDS SHALL NOT EXCEED 1/2"IN HEIGHT. 105 OFFICE RELO 36" 80" 13/4" WOOD P-4 WOOD P-4 H2 ADJACENT G2 8. ALL HARDWARE SHALL BE UNLOCKED IN THE DIRECTION OF EGRESS,REGARDLESS OF OTHER DRAWN BY: amv LOCK FUNCTIONS,INCLUDING DOORS CONNECTED TO PROXIMITY CARD READERS. 106 WORKROOM EXIST 36" W"'89' 1 314" WOOD P-0 WOOD P-0 1 3/4" WOOD P-4 WOOD P-0 H2 H4 DOOR HARDWARE GROUPS 9. SENSOR RELEASE OF ELECTRONIC LOCKING SYSTEMS SHALL BE PERMITTED ON DOORS CHECKED BY: C.R. 107 RR EXIST 32" 80 LOCATED IN THE MEANS OF EGRESS IN ACCORDANCE WITH 2O21 IBC,SECTION 1010.211 AND APPROVED BY: C.R. 108 RR EXIST 32" 80" 13/4" WOOD P-4 WOOD P-4 H4 H1 SCHLAGE PASSAGE LATCHSET#S1OD JUP 619,SATIN NICKEL FINISH 1010.2.12. 109 OFFICE EXIST 36' 80" 13/4" WOOD P-4 WOOD PA H2 10. USE HEAVY DUTY DOOR CLOSERS,WHERE SPECIFIED.DOOR CLOSERS SHALL TAKE AT LEAST 110 OFFICE EXIST 36' W' 13/4" WOOD P-4 WOOD PA H2 H2 SCHLAGE CLASSROOM LOCKSET#S70PD JUP 619,SATIN NICKEL FINISH THREE SECONDS TO MOVE TO A POINT THREE INCHES FROM THE LATCH,MEASURED TO THE 111 OFFICE EXIST 36" 80" 13/4" WOOD P-4 WOOD P-4 H5 X LEADING EDGE OF THE DOOR. H3 11. MANUALLY OPERATED OR SURFACE MOUNTED FLUSH BOLTS SHALL NOT BE INSTALLED ON 111b OFFICE EXIST 36' 80" 13/4" WOOD P-4 WOOD P4 H5 X e-tINBER BC-ABBel: (NOT USED) EGRESS DOORS. 112 TESTING ROOM Di 36' W' 13/4" HM P-4 HM P-4 H5 X X 12. USE HEAVY DUTY,KICK-DOWN STYLE DOOR FOOTLATCHES,WHERE SPECIFIED. 112b TESTING ROOM D1 36" 80" 13/4" HM P-4 HM PA H5 X X H4 SCHLAGE PASSAGE LATCHSET#S1OD JUP 619,SATIN NICKEL FINISH,WITH SCHLAGE B572 13. ALL INTERIOR GLASS TO BE MIN.3/8"THK.TEMPERED GLAZING,U.N.O.USE CLEAR SILICONE 113 VEST D2 36" 80" 1 314" HM P-4 HM P-4 TEMP H1 X X ADJACENT G1,APPLY FLA TO DOOR FACE- DOOR BOLT WITH COIN TURN OUTSIDE AND THUMBTURN INSIDE,AND OS-OCC BEAD AT GLASS JOINTS/SEAMS. REFER TO ELEVATION (OCCUPIEDNACANT)OUTSIDE OCCUPANCY INDICATOR,619 SATIN NICKEL FINISH 14. GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS PANES IN DOORS,GLAZING 114 STOR D1 36"W. 80" 13/4" WOOD P-4 WOOD P-4 H2 X HS SCHLAGE PASSAGE LATCHSET#S10D JUP 619 WITHIN A 24"ARC OF A DOOR OPENING,GLAZING CLOSER THAN 18"AFF(AND IS OVER 9 SF ,SATIN NICKEL FINISH,AND PROXIMITY CARD PER GLASS PANEL),SHALL BE TEMPERED,OR LAMINATED,SAFETY GLASS,PER IBC 2406.4. O 115 BREAK ROOM D2 W. 80" 13/4" WOOD P-4 WOOD P4 TEMP H1 X H MAX.OCCUPANT LOAD SIGN=90,APPLY READER-COORDINATE WITH ELECTRICAL CONTRACTOR,LIFE/SAFETY VENDOR AND 15. NEW DOORS SHALL BE LOCATED 4"FROM ADJACENT WALLS,U.N.O.,OR AS REQUIRED FOR FLA TO DOOR FACE-REFER TO ELEVATION OWNER'S SECURITY VENDOR FOR ELECTRIC LOCK/STRIKE,EGRESS SENSOR(FREE EGRESS HARDWARE INSTALLATION. 0 115b BREAK ROOM D2 36" 80" 13/4" HM/1-HR P4 X HM11-HR P4 1-HR H1 X X FROM ROOM INTERIOR AT ALL TIMES)AND HOLD-OPEN HARDWARE.ALL WORK SHALL 16. REFER TO SIGN TYPES/LEGEND AND FINISH/MATERIAL LEGEND&SPECIFICATIONS FOR 116 LOCKERS EXIST 36' N' 13/4" HM P-4 HM P4 EXIST X COMPLY WITH IBC CHAPTER 10.READERS TO ALLOW FOR SEPARATE PROGRAMMING(SOME ADDITIONAL INFORMATION. _ 117 MEN'S RR EXIST 36' 9' 13/4" HM P-4 HM P-4 EXIST X EXIST TO BE DISABLED DURING NORMAL BUSINESS HOURS).REFER TO ELECTRICAL PLANS FOR 17. FIRE-RATED DOORS,GLAZING AND FRAMES TO MEET MINIMUM CODE REQUIREMENTS PER V LOCATIONS(SHEET XA-3 2021 IBC,TABLE 716.1(2).FIRE-RESISTANT GLAZING TESTED TO ASTM El19 IN ACCORDANCE Z 118 WOMEN'S RR EXIST 36' 84" 13/4" HM P4 HM P4 EXIST X EXIST WITH SECTION 716.1.2.3 SHALL BE PERMITTED,IN THE MAXIMUM TESTED SIZE. 119 LOCKERS EXIST 36' N' 13/4" HM P-4 HM P4 EXIST X J 120 JAN EXIST 36" M' 13/4" HM P4 HM P4 EXIST X X N 121 VEST D2 36" 80" 13/4" HM11-HR P-4 X HM11-HR P4 1-HR H1 X X APPLY FLA TO DOOR FACE-REFER TO J ELEVATION Q 121b VEST D2 36' W' 13/4" HM P-4 HM P4 TEMP H1 X co 201 HALLWAY D2 36' W' 13/4" WOOD P-4 WOOD P-4 TEMP H5 X LU Q w NOTE ALL HARDWARE MOFICIATIONS TO EXISTING DOORS OM Z Z N Q W c=)co m DOOR & GLAZING ABREVIATIONS ? LU Q z WOOD=SOLID CORE WOOD,TO MATCH EXISTING O FF=FACTORY FINISH CD HM=HOLLOW METALISTEEL o LO Z TEMP=TEMPERED GLAZING w 10 Of 1-HR=1-HR.FIRE-RATED,AND SAFETY-RATED GLAZING p �Q PROJECTNO. 2308 ISSUE DATE DOOR & GLAZING STYLES SIGNAGE NOTES 202409-03 CURRENT REVISION 1. PER 2021 IBC,SECTION 1013.4,SIGNS STATING"EXIT"IN VISUAL CHARACTERS,RAISED PERMIT SUBMITTAL PER DRAWING PLOT DATE ALIGN,TYP. CHARACTERS AND BRAILLE AND COMPLYING WITH ICC A117.1 SHALL BE PROVIDED SCHEDULE 2025-05-30 ADJACENT TO EACH DOOR LEADING TO AN AREA OF REFUGE,PROVIDING DIRECT ACCESS TO A STAIRWAY,AN EXTERIOR AREA FOR ASSISTED RESCUE,AND EXIT STAIRWAY OR RAMP, REVISION DATE AND EXIT PASSAGEWAY AND EXIT DISCHARGES. REVISION 1 05/30/2025 2 2. SIGNAGE SHALL MEET REQUIREMENTS OUTLINED IN ICC/ANSI 117.1-CHAPTER 7. TEMP GL 3. TACTILE CHARACTERS SHALL BE 48"MINIMUM ABOVE THE FLOOR,MEASURED TO THE $$ 5"W X BASELINE OF THE LOWEST TACTILE CHARACTER AND 60"MAXIMUM ABOVE THE FLOOR, City of Arlington a 34"H MIN. O MEASURED TO THE BASELINE OF THE HIGHEST TACTILE CHARACTER.SEE MOUNTING �o 7 DIAGRAM ON THIS SCHEDULE.W IN BUIICIIng Department i nk\ i4. VERIFY SPECIAL SIGNAGE REQUIREMENTS WITH FIRE MARSHALL FOR ALL FIRE SPRINKLER, APPROVED KICK PLATE FIRE ALARM,ELECTRICAL ROOMS,ETC.WHERE 5. FOR SIGNS MOUNTED TO GLASS,PROVIDE SIGN BLANK ON OPPOSITE SIDE OF GLASS. Kevin Olander-07/22/20255 MID-MOUNTAIN MATERIALS i/ MATCH COLOR AND SIZE. 7600 5TH AVENUE SOUTH d SCHEDULED SEAME,WA 98108 6. SIGNS ARE FOR REFERENCE ONLY.SIGNS SHALL COMPLY WITH BUILDING/LANDLORD No changes authorized unless approved by CONTACT:GRETCHEN REIMBOLD -L STANDARDS. the Building Official 3 7. PER 2021 IBC SECTION 1004.9,EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY KEY PLAN aD1 D2 D3 G1 G2 SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS � PLACE,NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE. � PARTITION SCHEDULE SIGN TYPES/LEGEND 1 L Y STUD STUD STUD PARTITION DETAIL A B C ID E F �' G H 0 o TAG SIZE GAUGE SPACING HEIGHT REFERENCE COMMENTS " h�IM� 5 US�m GGGRTGREMAIx xAUMux 1 P Russo EXIT uuiaxeG GuamG mcumcY 8 3 2A 2-1/2" 20 7/A8.01 �J GRA"HIS " " �� " tt°I s "I B-MENHaYas �pRERsexS SHEET NAME usxTo v nN%Caw " IWON.ENN_" wso RAISED UB iu OECAIS MOUN-AT SCHEDULES & d$ 3A 3-5/8" 20 16"O.C. - 1/A8.01 BR IUR R GAM: HTGw LL E ERG iYP BEREILL'"PoslrloN Booawnv MAN-OR R' ` "aG -R E%STACCHS SPECIFICATIONS TYPICAL CORNERS PER SPECIFICATIONS rvRcu TrPlcu 313 3-5/8" 20 16"O.C. - 2/A8.01 LAarvlseG O LEnERSPACING -6 3C 3-5/8" 20 16"O.C. - 3/A8.01 PER 2021 IBC,TABLE 508.4,1 HR.SEPARATION REQ'D BETWEEN B/5-1 AND F-2 OCCUPANCIES MOUNTING d� DIAGRAM 3D 3-5/8" 20 16"O.C. - 4/A8.01 CONTRACTOR MAY SUBSTITUTE 2X4 WOOD STUDS FOR THIS WALL TYPE ONLY B DRABEAREA X SHEET NUMBER LL m¢b Q a A0.05 tU f N J F M a APPLIANCE, PLUMBING & ACCESSORY SPECIFICATIONS (SUBJECT TO CHANGE) SCR Architects IN Z MEN'S RR 117 MEN'S LOCKER 116 RR 210& RR 211 MEN&WOMEN RR'S 108&208 Seattle,Pike Suite zos W TOILET RETROFIT EXISTING TOILETS WITH NEW KOHLER MACH TRIPOINT SHOWER STALLS SHOWER STALL FULLY EQUIPPED WITH FOLD-UP SEAT(LH AND RH),GRAB TOILET KOHLER SANTA ROSA COMFORT HEIGHT TOILET#K-30810-0,ONE-PIECE TOILET KOHLER SANTA ROSA COMFORT HEIGHT TOILET#K-30810-RA-0,ONE-PIECE ARCHITECT CONSULTANT SEAL (RETROFIT TOUCHLESS FLUSHOMETERS(OR BETTER),DC-POWERED,POLISHED (2 QTY.) BARS,PRESSURE BALANCING MIXING VALVE,HAND-HELD SHOWER COMPACT ELONGATED BOWL,FLOOR-MOUNT,WHITE,1.28 GPF,ADA COMPACT ELONGATED BOWL,FLOOR-MOUNT,WHITE,1.28 GPF,ADA o EXISTING) CHROME FINISH ASSEMBLY(WITH SLIDE BAR AND HOSE)AND CURTAIN ROD,COLOR WHITE- COMPLIANT,LEFT-HAND LEVER-WITH KOHLER SANTA ROSA#30919-L-BN COMPLIANT(RIGHT-HAND LEVER)-WITH KOHLER SANTA ROSA#30919-R-BN aaTe z SIZE TO BE DETERMINED BY EXISTING ALCOVE DIMENSIONS. LEFT-HAND TRIP LEVER,VIBRANT BRUSHED NICKEL,AND KOHLER BREVIA RIGHT-HAND TRIP LEVER,VIBRANT BRUSHED NICKEL,AND KOHLER BREVIA KF aEcisTE URINALS KOHLER DEXTER ANTIMICROBIAL URINAL#K-5452-ETSS-0,WITH MACH aR iTECT c9 QUIET-CLOSE ELONGATED TOILET SEAT#20110-0,PLUS ANY OTHER QUIET-CLOSE ELONGATED TOILET SEAT#20110-0,PLUS ANY OTHER o (3 QTY.) TRIPOINT#K-10UDOOD20 TOUCHLESS FLUSHOMETER,DC-POWERED,0.125 REQUIRED ACCESSORIES REQUIRED ACCESSORIES ou Aa"ca""o GPF,POLISHED CHROME FINISH-MOUNT ONE(1)URINAL AT 17"MAX.TO RIM STATE of wnsHINGTON (ADA HT.),AND TWO(2)URINALS AT 24"TO RIM(STANDARD HT.) WOMEN'S LOCKER 119 SINK NAMEEK'S#8031/R TEOREMA CERAMIC VESSEL SINK,ONE HOLE,WHITE, SINK NAMEEK'S#5149 TEOREMA 2.0 PLUS RECTANGULAR CERAMIC WALL 18.3"W X 18.1"D X 5.5"H,ADA COMPLIANT MOUNTED SINK WITH COUNTER SPACE(ON RIGHT SIDE),ONE HOLE,WHITE, SINK BRITEX AQUADESIGN-STREAMLAV VIEW THREE-USER LAVATORY SYSTEM, SHOWER STALL SHOWER STALL FULLY EQUIPPED WITH FOLD-UP SEAT(LH),GRAB BARS, 31.5"W X 21.1"D,ADA COMPLIANT MODEL#SLV03-90-B-L12-XXX-AW,WITH STANDARD STAINLESS STEEL SKIRT, PRESSURE BALANCING MIXING VALVE,HAND-HELD SHOWER ASSEMBLY FAUCET KOHLER LOURE TOUCHLESS SINGLE-HOLE LAVATORY COMMERCIAL FAUCET 90"LONG,ASH WHITE COLOR,WITH LINE 12 SENSOR OPERATED FAUCETS (WITH SLIDE BAR AND HOSE)AND CURTAIN ROD,COLOR WHITE-SIZE TO BE #K-103L76-SANL-BN,VIBRANT BRUSHED NICKEL,AC-POWERED,ADA FAUCET KOHLER LOURE TOUCHLESS SINGLE-HOLE LAVATORY COMMERCIAL FAUCET DETERMINED BY EXISTING ALCOVE DIMENSIONS. COMPLIANT #K-103L76-SANL-BN,VIBRANT BRUSHED NICKEL,AC-POWERED,ADA FAUCETS INCLUDED WITH SPECIFIED SINK ABOVE(AC-POWERED) MIRROR KOHLER ESSENTIAL RECTANGULAR MIRROR#K-26052-BLL,22"X 34",MATTE COMPLIANT GRAB BAR ADD TO EXISTING ADA COMPARTMENT-BOBRICK#B-6806 SERIES STRAIGHT BLACK FINISH MIRROR KOHLER ESSENTIAL RECTANGULAR MIRROR#K-26052-BLL,22"X 34",MATTE DRAWN BY: amv GRAB BAR,1-1/2"STAINLESS STEEL SATIN FINISH,18"VERTICAL-REFER TO BREAK ROOM 111 TOILET PAPER EXISTING BLACK FINISH CHECKED BY: C.R. ELEVATION 3/A-0.3 FOR MOUNTING LOCATION. HOLDER TOILET PAPER BOBRICK CONTURA SERIES-#B-4288 SURFACE-MOUNTED MULTI-ROLL APPROVED BY: C.R. MIRRORS BOBRICK#B-165-2436 CHANNEL-FRAME MIRROR-24"W X 36"H. SINK ELKAY CROSSTOWN#ECTSRAD332260-1,DOUBLE BOWL,SINGLE FAUCET PAPER TOWEL BOBRICK CONTURA SERIES-#B4262 SURFACE-MOUNTED PAPER TOWEL HOLDER TOILET TISSUE DISPENSER,SATIN STAINLESS STEEL-6-1/16"W X 11"H X 3 QTY.) SINK-TOP MOUNT INSTALLATION HOLE,18 STAINLESS STEEL,33"X 22"X 6",ADA COMPLIANT KITCHEN DISPENSER DISPENSER,SATIN STAINLESS,525 MULTIFOLD TOWELS-10-13/16"W X 5-15/16"D M TOILET PAPER EXISTING I 13-1/4"H X 4-718"D FAUCET KOHLER#K-22974-VS CRUE TOUCHLESS PULL-DOWN KITCHEN FAUCET SEAT COVER BOBRICK CONTURA SERIES-#B-4221 SURFACE-MOUNTED SEAT COVER DISPENSER (AC-POWERED)WITH THREE-FUNCTION SPRAYHEAD,SINGLE HOLE,VIBRANT r HAND SOAP BOBRICK-#B-2013 AUTOMATIC WALL-MTD.FOAM SOAP DISPENSER, DISPENSER DISPENSER,SATIN STAINLESS STEEL-15-3/4"W X 11-1/4"H X 2-1116"D SEAT COVER EXISTING STAINLESS FINISH,ADA COMPLIANT DISPENSER STAINLESS STEEL,SATIN STAINLESS STEEL-4-1/4"W X 9-9/16"H X 4-7/32"D PAPER TOWEL BOBRICK CONTURA SERIES-#84262 SURFACE-MOUNTED PAPER TOWEL DISPENSER I DISPENSER DISPENSER,SATIN STAINLESS,525 MULTIFOLD TOWELS-10-13/16"W X PAPER TOWEL F.O.I.C. GARBAGE INSINKERATOR EVOLUTION.75HP GARBAGE DISPOSAL,OR BETTER 13-1/4"H X 4-7/8"D DISPOSAL DISPENSER MEN&WOMEN RR'S 107&207 HAND SOAP BOBRICK-#B-2013 AUTOMATIC WALL-MTD.FOAM SOAP DISPENSER, DISHWASHERS GE-4 W X226S2'D,S ADA COMPLIANT BUILT-IN DISHWASHER,32-114'H X DISPENSER STAINLESS STEEL,SATIN STAINLESS STEEL-4-1/4"W X 9-9/16"H X 4-7132"D HAND SOAP F.O.I.C. TOILET KOHLER SANTA ROSA COMFORT HEIGHT TOILET#K-30810-0,ONE-PIECE 2 QTY. 23-314 W X 23-112'D,STAINLESS STEEL-F.O.I.C. 0 DISPENSER COMPACT ELONGATED BOWL,FLOOR-MOUNT,WHITE,1.28 GPF,ADA ROBE HOOK KOHLER-ELATE ROBE HOOK#K-27290-BN,VIBRANT BRUSHED NICKEL- REFRIGERATORS GE-???REFRIGERATOR,23.1 CU.FT.,FINGERPRINT RESISTANT STAINLESS COMPLIANT(LEFT-HAND LEVER)-WITH KOHLER SANTA ROSA#30919-L-BN MOUNT ON INTERIOR SIDE OF DOOR AT 66"O.C.AFF. 0 (2 QTY.) STEEL-35-3/4"W X 31-1/4"D X 70"H(AIR SPACE:2"BACK,0.1 25"SIDE,1"TOP)- LEFT-HAND TRIP LEVER,VIBRANT BRUSHED NICKEL,AND KOHLER BREVIA l0 WOMEN'S RR 118 F.O.I.C. QUIET-CLOSE ELONGATED TOILET SEAT#20110-0,PLUS ANY OTHER MICROWAVES EXISTING REQUIRED ACCESSORIES V TOILET RETROFIT EXISTING TOILETS WITH NEW KOHLER MACH TRIPOINT SINK NAMEEK'S#5150 TEOREMA 2.0 PLUS RECTANGULAR CERAMIC WALL Z (RETROFIT TOUCHLESS FLUSHOMETERS(OR BETTER),DC-POWERED,POLISHED EXISTING) CHROME FINISH TOASTER OVEN EXISTING MOUNTED SINK WITH COUNTER SPACE(ON LEFT SIDE),ONE HOLE,WHITE, 31.5"W X 21.1"D,ADA COMPLIANT J SINKS KOHLER#KLE,D 1 BRYANT BATHROOM SINK(LAVATORY),COMPLIANT DIA., PAPER TOWEL BOBRICK CONTURA SERIES-#84262 SURFACE-MOUNTED PAPER TOWEL FAUCET KOHLER LOURE TOUCHLESS SINGLE-HOLE LAVATORY COMMERCIAL FAUCET N 2 QTY. SINGLE-HOLE,DROP-IN-MOUNT,WHITE,ADA COMPLIANT DISPENSER DISPENSER,SATIN STAINLESS,525 MULTIFOLD TOWELS-10-13/16"W X #K-103L76-SANL-BN,VIBRANT BRUSHED NICKEL,AC-POWERED,ADA J FAUCETS KOHLER LOURE TOUCHLESS SINGLE-HOLE LAVATORY COMMERCIAL FAUCET 13-1/4"H X 4-7/8"D COMPLIANT Q 2 QTY. #K-103L76-SANL-CP,POLISHED CHROME,AC-POWERED,ADA COMPLIANT a/ GRAB BAR ADD TO EXISTING ADA COMPARTMENT-BOBRICK#13-6806 SERIES STRAIGHT SOAP BOBRICK#B-2013 AUTOMATIC WALL-MOUNTED FOAM SOAP DISPENSER, MIRROR KOHLER ESSENTIAL RECTANGULAR MIRROR#K-26052-BLL,22"X 34",MATTELU GRAB BAR,1-1/2"STAINLESS STEEL SATIN FINISH,18"VERTICAL-REFER TO co DISPENSERS SATIN STAINLESS STEEL-4-1/4"W X 9-9/16"H X 4-7/32"D. BLACK FINISH L¢LI ELEVATION 3/A-0.3 FOR MOUNTING LOCATION. TOILET PAPER BOBRICK CONTURA SERIES-#B-4288 SURFACE-MOUNTED MULTI-ROLL Q HOLDER TOILET TISSUE DISPENSER,SATIN STAINLESS STEEL-6-1/16"W X 11"H X MIRRORS BOBRICK#B-165-2436 CHANNEL-FRAME MIRROR-24"W X 36"H. TESTING ROOM 115 5-15116"D ZZ" 2 QTY. TOILET PAPER EXISTING UTILITY SINK TBD SEAT COVER BOBRICK CONTURA SERIES-#B-4221 SURFACE-MOUNTED SEAT COVER Q j rn DISPENSER DISPENSER,SATIN STAINLESS STEEL-15-3/4"W X 11-1/4"H X 2-1116"D Z DISPENSER Z LU< SEAT COVER EXISTING FAUCET TBD PAPER TOWEL BOBRICK CONTURA SERIES-#B4262 SURFACE-MOUNTED PAPER TOWEL DISPENSER DISPENSER DISPENSER,SATIN STAINLESS,525 MULTIFOLD TOWELS-10-13/16"W X =Z 13-1/4"H X 4-7/8"D 0 �00 SANITARY NAPKIN EXISTING to CD DISPENSER HAND SOAP BOBRICK-#B-2013 AUTOMATIC WALL-MTD.FOAM SOAP DISPENSER, z o LO Z DISPENSER STAINLESS STEEL,SATIN STAINLESS STEEL-4-1/4"W X 9-9/16"H X 4-7/32"D �_ <N PAPER TOWEL F.O.I.C. w W Of DISPENSER ROBE HOOK KOHLER-ELATE ROBE HOOK#K-27290-BN,VIBRANT BRUSHED NICKEL- p Q MOUNT ON INTERIOR SIDE OF DOOR AT 66"O.C.AFF. HAND SOAP F.O.I.C. PROJECTNO. DISPENSER 2308 ISSUE DATE 2024-09-03 CURRENT REVISION PERMIT SUBMITTAL DRAWING PLOT DATE 2025-05-30 c REVISION DATE F� REVISION 1 05/30/2025 dw Kb y o S£ 2'm a� owHEan"�woaess: 0 3 MI MOUNTAIN MATERIALS 7600 5TH AVENUE SOUTH d SEATTLE,WA 98108 n o CONTACT:GRETCHEN REIMSOLO KEY PLAN ii C`v c0 10 O C N L O r City of Arlington Building Department 0t APPROVED 1 3 Kevin Olander-07/22/2025 SHEET NAME SPECIFICATIONS g No changes authorized unless approved by the Building Official Ws d.. v O dy SHEET NUMBER �t M GO A0.06 co L F COPVRiG11T C SCR S0 M W SCR I Architects U) 1221 E.Pike St. Suite 205 z Seattle,WA 98122 w M ARCHITECT/CONSULTANT SEAL U O 8879 REGISTERED Q AR ITECT Z I I C7 o OF aWASHINGTON IT 5 ---- ®� I"1 EFed XIT(N) TESTING ROOM r EXPANDED�REA BELOW 113�VE 112 I 1 DRAWN BY: anly CHECKEDBY: C.R. _ APPROVEDBY: C.R. LOCKER 116 a NEW OFFICE NEW OFFICE NEW OFFICE i ' NEW OFFICE w y' 217 215 213 u 104 c c 2 - - - - - - - - 2 - - 2 2 �� u K MEN;2RR /OFFICE BREAK OFFICE OFFICE NEW OPENROOM =° 10 111 OFFICE OFFICE i ' 115 / ° 1 1 216 1 214 212 �I � ID= _ 120'TOTAL EGRESS O 1 TO EXIT DISCHARGE O �IORK0R80OM OFFICE 2 _ WOMEN'S RR Ni w uy w 110 �o 118 w 1 RR RR Z 114 rQ x / c I SERVER ROOM 1 I �O 2 a N JAN 'o w w OFFICE STOR04GE 0205E Q 3$ 120 N O / O' 103 RR = —1 U8 1 109 08 OFFICE F— LOCKER I z - Ico �vn 45 w w E F lE - - - 80'TOTAL EGRE S Exrc( 2 - - � 2 o rE ® 1 TO EXIT DISqKARG ® a ®I� 46 / Q 1 LOBBY. ' 1 i O n W O� I 100 I //ham I CO�1FE NICE i Z w N 121T 55 ,�u� 102IFFICE 63 1 y/ 1 ' i / 3 P 202E WN 1 9 1 Z Q c EXIT(E) / $TAI uE EXIT(E) EXIT(E) ,li/ STAI EXIT (� Q o EXIT EXIT FIRST FLOOR FIRST FLOOR ~ DISCHARGE DISCHARGE EXIT b b EXIT I N�LO Z DISCHARGE DISCHARGE o 2 Of FIRST FLOOR-EGRESS PLAN 2 SECOND FLOOR-EGRESS PLAN PROJECT NO. 2308 ISSUE DATE Z� 2024-09-03 0' 4' 8' 16' CURRENT REVISION PERMIT SUBMITTAL CODE/REVIEW/EGRESS NOTES ROOM SQUARE FOOTAGES MEANS OF EGRESS CAPACITY & SIZING WALUPARTITION LEGEND DRAWING PLOT REVISION DATE c RM.NO. ROOM NAME SQ.FT. RM.NO. ROOM NAME SQ.FT. DOOR OCCUPANT WIDTH REQ'D PER 2021 IBC WIDTH REFER TO PARTITION SCHEDULE,SHEET A-0.5 1. TYPE V-B CONSTRUCTION,AUTO SPRINKLER SYSTEM. LOCATION REVISION 1 05/30/2025 d y 100 LOBBY 213 SF 201 HALLWAY 334 SF N0. LOAD 1005.3.2(OCCUPANT LOAD X 0.2) PROVIDED ® NEW 2-1/2"METAL STUD FURRING(2A) a! 2. OCCUPANCY CLASSIFICATIONS PER IBC 303.4&304.1: 101 HALLWAY 243 SF 202 OFFICE 149 SF - STAIR B HALLWAY 55 11" 36" $$ B(BUSINESS)&A-3 ASSEMBLY(UNCONCENTRATED) 102 OFFICE 149 SF 203 CONFERENCE 396 SF 100 LOBBY 100 63 13" 36" NEW 3-5/8"METAL STUD INSULATED FURRING(3A) 3. MAXIMUM"EXIT ACCESS TRAVEL DISTANCE".PER IBC TABLE 1017.2: 103 SERVER ROOM 99 SF 204 STORAGE 242 SF ® NEW 3-5/8"METAL STUD INSULATED PARTITION(3B) B OCCUPANCY=300 FT.WITH AUTO SPRINKLER SYSTEM 104 NEW OFFICE 171 SF 205 OFFICE 117 SF ® NEW 3-5/8"METAL STUD INSULATED/1-HOUR PARTITION(3C) A OCCUPANCY=250 FT.WITH AUTO SPRINKLER SYSTEM 105 OFFICE 82 SF 206 FURN 23 SF ® NEW 3-5/8"METAL STUD INSULATED WI SHEATHING(3D) a rnx"Ean"�woaess: `0 3 106 WORK ROOM 86 SF 207 RR 37 SF MI MOUNTAIN MATERIALS 4. MAXIMUM"COMMON PATH OF EGRESS TRAVEL DISTANCE",PER IBC TABLE 1006.2.1: ® RELOCATED RECITE/SIDELITE 76005TH AVENUE SOUTH 107 RR 37 SF 208 RR 38 SF SEATTLE,WA 98108 ALL ROOMS OPEN/EXIT INTO HALLWAYS AND COMPLY WITH MAX.COMMON PATH OF TRAVEL. FEC FE CONTACT:GRETCHEN REIMBOLD t B OCCUPANCY-MAX.OCCUPANT LOAD OF 49 WITH SPRINKLER-100 FT.MAX. 108 RR 38 SF 209 OFFICE 195 SF � ( ) NEW SEMI-RECESSED FIRE EXTINGUISHER CABINET/FIRE EXTINGUISHER 2A:10B:C 3 A OCCUPANCY-MAX.OCCUPANT LOAD OF 49 WITH SPRINKLER-75 FT.MAX. 109 OFFICE 137 SF 210 RR 32 SF ® KEY PLAN NEW CASEWORK-REFER TO ELEVATIONS 110 OFFICE 134 SF 211 RR 37 SF 2 5. OCCUPANT LOAD CALCULATIONS FOR EGRESS/EXITING=118 TOTAL OCCUPANTS: 111 OFFICE 133 SF 212 OFFICE 198 SF City Of Arlington S FIRST FLOOR BUSINESS AREAS=1,348USF/150SF=8.99 Building Department 112 TESTING ROOM 886 SF 213 NEW OFFICE 238 SF y FIRST FLOOR ACCESSORY STORAGE&SERVER ROOMS=131 USF/300 SF=0.44 113 VEST 68 SF 214 NEW OPEN OFFICE 332 SF APPROVED 0 m FIRST FLOOR ASSEMBLY AREAS=1,358 USF/15 NET=90.53 12.S SECOND FLOOR BUSINESS AREAS=2,486 USF/150 SF=16.57 114 STOR 32 SF 215 NEW OFFICE 211 SF Kevin Olander-07/22/2025 m SECOND FLOOR ACCESSORY STORAGE&UTILITY ROOMS=265 USF/300 SF=0.88 115 BREAK ROOM 1358 SF 216 OFFICE 105 SF d a No changes authorized unless approved by T.G 116 LOCKER 190 SF 217 NEW OFFICE 211 SF the Building Official 1 a o TOTAL EXITS REQUIRED=2 e„ 117 MEN'S RR 196 SF A STAIR A 82 SF p TOTAL EXITS PROVIDED=2 118 WOMEN'S RR 152 SF B STAIR 89 SF FIRE EXTINGUISHERS EGRESS PLAN LEGEND SHEET NAME `3 119 LOCKER 162SF EGRESS FLOOR 120 JAN 16 SF FIRE EXTINGUISHERS SHALL BE COMPLY WITH 2O21 IFC CHAPTER 9,SECTION 906 AND TABLES PATH OF EGRESS/ACCESSIBLE ROUTE PLANS a d 121 VEST 111 SF UNOBSTRUCTED &906.3(2).FIRE EXTINGUISHERS SHALL HAVE A 2A:10B:C RATING AND BE PLACED IN UNOBSTRUCTED AND CONSPICUOUS LOCATIONS,WITH A MAXIMUM TRAVEL DISTANCE OF 75 FT.TO XX DESIGNATED EXIT FROM ROOM WITH ACCUMULATIVE OCCUPANT LOAD a EXTINGUISHER.THERE SHALL BE AT LEAST ONE FIRE EXTINGUISHER PROVIDED FOR EACH 3,000 y SQ.FT.MAX.FLOOR AREA.PER 2021 IBC,SECTION 1003.3.3,FIRE EXTINGUISHERS AND FIRE XX DESIGNATED EXIT FROM BUILDING WITH ACCUMULATIVE OCCUPANT LOAD EXTINGUISHER CABINETS SHALL NOT PROJECT HORIZONTALLY MORE THAN 4 INCHES INTO A CIRCULATION PATH.WHERE NECESSARY TO MEET COMPLIANCY,CONSTRUCT WALL BUMP SHEET NUMBER UNDERNEATH WALL MTD.FIRE EXTINGUISHERS-REFER TO ELEVATION a A0.07 tU f N J COPYRIGHT SCR ARCHITECTS iD 5304 ESCR Architects .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. N I I 47 42 I 1221 E.Pike St. Suite 205 z Seattle,WA 98122 w 7 ARCHITECT/CONSULTANT SEAL U � I l � 8879 AR IST ERDED z � oC Scott AT-Connor O I 51-0" WIDE STATE OFoWASHINGTON II 5I DEWALK ry I I I SPHALT DRAWN BY: arnv+A.C. I O CHECKEDBY: C.R. APPROVEDBY: C.R. I I I 31-0" WIDE ° m PLANTING m � 5URLINOTON NORTHERN l STRIP IRAILROAD 25'°" I z o I ° DOOK HIGH w I I LOADING = RAMPS V Z S� J I I Q ROOF V) e/EX TENSI ON Q I I LU cn HLU I I < ° o I Z ZM N LLJ N Q Co m < ° H Z Q LU I m Q I Z 0 F- } ° p�(DD < z G a0� l T 47.42 C' g�Q I PROJECT NO. I I ° F 2308 I ISSUE DATE I I I ° 5 Gib 464b E CURRENT REVISION }� PERMIT SUBMITTAL - I T'� 14- .401 DRAWING PLOT DATE a 4 I T REVISIONDATE N I ° Qj REVISION 1 05/30/2025 lington 201-011 WIDE GREEN BELT BuCd ngfDerpartment APPROVED I O Kevin Olander-07/22/2025 0 3 I No changes authorized unless approved by 76DO 5THA EN ESOU H LS nj the Building Official 76005TH AVENUE SOUTH L I I g CONTACT: WA 98108 CH G 3 CONTACT:GRETCHEN REIMBOLD O I I EV PLAI N N y I N MAIN 1 PLOT PLAN I' 10'-0" 50'O' 05, 20'-01, 100'-0' 077777, I l N EN7RY 51-011 WIDE PLANTING STRIP t r . ENTR I N �� SHEET NAME 3 PLOT PLAN l ��001 I5,5 H S • NORTHEAST SCALES AS NOTED -ESHEET NUMBER ;z i N< A1 .01 rU F N F COPVRiG11T C SCR SO M W SCR I Architects IN U) 1221 E.Pike St. Suite 205 w Seattle,WA 98122 j ARCHITECT/CONSULTANT SEAL U O 8879 Z REGISTERED cD AR ITECT 0 ott Ann Connor _ _ _ _ STATE OF WASHINGTON I II III II I II II II I I I II 0 II II I III I I I I DRAWN BY: amv Ir CHECKEDBY: C.R. APPROVEDBY: C.R. I I I I I I — — — — — — — III �� II PHASE 2 1 8 O j 6 6 � 1 = 0— — — — �� — — — — — — — — — — — — ❑ — — — vl — Z w Q - ULJ T - - - - - --C2) Q 10 6 \\ // pM a Z Z N LLJ Zco rn o \\ Z >3: =Z N=Z z G o Ln Z Of FIRST FLOOR-DEMOLITION PLAN 2 SECOND FLOOR-DEMOLITION PLAN PROJECT NO. 2308 r� Of ISSUE DATE Z� 2024-09-03 0' 4' 8' 16' CURRENT REVISION PERMIT SUBMITTAL DEMOLITION GENERAL NOTES DEMOLITION PLAN KEYNOTES WALUPARTITION LEGEND DRAWING 0530ATE 1. CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS AS INDICATED IN THESE CONTRACT 10 DISCONNECT/REMOVE/DEMO EXISTING TOILET,SINK AND FAUCET,CASEWORK FLOORING REFER TO PARTITION SCHEDULE,SHEET A•0.5 REVISION DATE REVISION 1 05/30/2025 d y DOCUMENTS. FOR CLARIFICATIONS,REFER ALL QUESTIONS TO THE DESIGNER.THE MATERIAL,WALL BASE,VANITY LIGHT FIXTURE,MIRROR,ACCESSORIES,ETC.-EXISTING 2'6 CONTRACTOR SHALL NOTIFY THE DESIGNER OF ANY DISCREPANCIES IN THESE CONTRACT SHOWER IN RR 210 TO REMAIN. ® NEW 2-1/2"METAL STUD FURRING(2A) d o DOCUMENTS IMMEDIATELY.VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF NEW 3-5/8"METAL STUD INSULATED FURRING(3A) 5 THE WORK. 2O REMOVE/DEMO EXISTING FLOORING AND WALL BASE IN ENTIRE AREA/ROOM ® NEW 3-5/8"METAL STUD INSULATED PARTITION(3B) Mo 2. ALL DIMENSIONS ARE FROM FACE OF FINISH,U.N.O. DO NOT SCALE DRAWINGS. DISCONNECT/REMOVE/DEMO EXISTING SHOWERS,SINKS,FAUCETS,VANITIES,MIRRORS, 3. REFER TO ALL OTHER DRAWING SHEETS FOR ADDITIONAL INFORMATION AND DETAILS, URINALS,AND TOILET MANUAL FLUSHOMETERS.TOILETS,TOILET/URINAL PARTITIONS,GRAB ® NEW 3-5/8"METAL STUD INSULATED/1-HOUR PARTITION(3C) ` INCLUDING BUT NOT LIMITED TO;SHEETS A-0.2 THRU A-0.6 FOR ACCESSIBILITY,SCHEDULES 8 BARS AND TOILET STALL ACCESSORIES,PLUS LOCKERS TO BE REMAIN,BUT MAY NEED TO ® NEW 3-5/8"METAL STUD INSULATED W/SHEATHING 3D o NEa x�w�aess: SPECIFICATIONS. BE TEMPORARILY REMOVED FOR CONCRETE FLOOR REFINISHING AND REINSTALLED ( ) 3 4. CONTRACTOR SHALL SUBMIT SPECIFICATIONS,SAMPLES AND SHOP DRAWINGS AS AFTERWARDS. 76100005TTH AVENUE SOUTTHHS ( ® RELOCATED RECITE/SIDELITE W SEATiLE,WA 98708 APPLICABLE TO THE DESIGNER FOR REVIEW AND APPROVAL,U.N.O. NO SUBSTITUTIONS t CONTACT:GRETCHEN REIMBOLO i UNLESS APPROVED BY THE DESIGNER. 3O REMOVE/DEMO EXISTING DOOR AND RELITE-SALVAGE FOR POSSIBLE REUSE. E NEW SEMI-RECESSED FIRE EXTINGUISHER CABINET/FIRE EXTINGUISHER(2A:10B:C) 3 5. PROVIDE ALL NECESSARY BACKING,BLOCKING,FRAMING AND LEVELING FOR WALL MOUNTED ® KEY PLAN NEW CASEWORK-REFER TO ELEVATIONS ITEMS,INCLUDING BUT NOT LIMITED TO;CASEWORK,LAVATORIES,LIGHT FIXTURES,MIRRORS, ® REMOVE/DEMO PORTION OF WALL FOR NEW DOOR AND RELITE-REFER TO CONSTRUCTION a MONITORS,COAT HOOKS,AND ANY OTHER ITEMS REQUIRING THE SAME,INCLUDING ANY PLAN. d PREPARATION REQUIRED TO ACCOMMODATE SUBSTRATE FOR FINISH MATERIALS. 0 6. USE WATER RESISTANT GWB AS A BASE FOR TILE ON WATER CLOSET COMPARTMENT WALLS, O5 REMOVE/DEMO ALL EXISTING MATERIALS(FLOORING AND WALL BASE),CEILING SYSTEM INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C840,AND THE MANUFACTURER'S (U.N.O.),CASEWORK AND PLUMBING FIXTURES,ETC.IN ENTIRE ROOM/AREA.SALVAGE ALL 12 o RECOMMENDATIONS. MODULAR WALL STRUCTURES(TESTING LAB)FOR RE-USE/STORAGE-COORDINATE WITH r 7. PLUMBING,ELECTRICAL,SECURITY,LIFE/SAFETY AND MECHANICAL PLANS BY OTHERS,AND OWNER. c SUBMITTED UNDER SEPARATE PERMITS. o.0 8. REFER T010/A8.01& 9/A8.01 FOR TYPICAL SUSPENDED CEILING BRACING DETAILS. © REMOVE/DEMO ALL EXISTING FLOORING AND WALL BASE IN THIS ROOM/AREA. City of Arlington 1 ^ 9. REFER TOSHEET A-0.4 FOR CASEWORK GENERAL NOTES. y g SHEET NAME 15:5 10. RUN CONDUIT,WIRING,ETC.BETWEEN Z-PURLIN JOISTS AS MUCH AS POSSIBLE.IN LIEU OF O REMOVE/DEMO EXISTING EXTERIOR WINDOWS AND PORTION OF EXTERIOR WALL FOR NEW Building Department DEMOLITION m RUNNING ALONG BOTTOM OF JOISTS.WHERE NECESSARY.ATTACH TO SPREADER BEAMS WINDOWS-REFER TO CONSTRUCTION PLAN. APPROVED a$ (PERPINDICULAR TO JOISTS)SIMILAR TO DETAIL 12/A8.01 PLANS 11. REPLACE ALL DOOR HARDWARE ON EXISTING DOORS,AS SCHEDULED,ON FIRST FLOOR ® EXISTING GWB CEILING AND LIGHTING TO REMAIN. KeVlll Olarlder- 07I22/2025 (SECOND FLOOR TO BE COMPLETED DURING PHASE 2). a o 12. PHASE 2 DEMO AND CONSTRUCTION:NEW OFFICES 213,215,217 AND NEW OPEN OFFICE 214. 9O REMOVE EXISTING DOOR AND SALVAGE FOR RE-USE(RELOCATE). No changes authorized unless approved by t N the Building Official 10 REMOVE/DEMO EXISTING DOOR AND SALVAGE FOR RE-USE-TO BE REPLACED WITH NEW DOOR AND FRAME,REFER TO CONSTRUCTION PLAN. sHEETNUMSER o Go 2.01 �� L F COPVRiG11T C SCR S0 M W SCR I Architects U) 1221 E.Pike St. Suite 205 z Seattle,WA 98122 w ARCHITECT/CONSULTANT SEAL U O 8879 REGISTERED z 47'-8" �nR ITECT 0 7.0 F-ALIGN 28 I I I ou A5,Ca,- B 112b 3D ------ ------------ y,-0„LD. 20 3D I I II I I O TESTING EXPANDED AREA BELOW ROOM 4 27 B VEST o 112 1 I EQ 3c EQ 2Y-0" DRAWN BY: amv '_�" 9C 3C 21 CHECKED BY: C.R. O1aa EQ L EQ EQ EQ EQ EQ APPROVEDBY: C.R. 6„ae LOCKER 3 REF 14 B 10 3e 2 116 2_2^ 13 0 7 01 NEW OFFICE 26 104 NEW OFFICE ae NEW OF ae ICE NEW OFFICE 217 215 213 3 R 22 as PHASE 2 PHAS 2 PHASE 2 - MEN'ORR - - - 117 7.0 O3 7.01 D 7.01 F OFFICE OFFICE PHASE 2 14 23 OFFICE NEW OPENI 11T 1 BREAK 15 105 105 111 111 21 OFFICE OFFICE212 13 ROOM® 76 214 18 115 36 a 201 24 = 110 114 ORK ROOM 3 0 O 1 17 B 7.01 7.0 0 3 106 s' OFFICE110 ALIGN 7.0 U WOMEN'S RR 0 N_11_ E 12__ 118 M - - 1as FUR RR RR Z -STOR =-�I--= 3 - - - - - -F205 25 21J77 1- - 2 114 0" EQ EQ 1'-0 SERVER I �1 a 107 I - STORAGE R 3 J s T'- JAN g ROOM --- 7.0 120 9 10 103 I FFI E 1 204 =`� J z 7'-10" A7.0 RR I 109 I RR OFFICE I Q ov° 3B I 108 1 25 2 209 a/ LOCKER 8 °3 _O� W co 1L�O 1{s O - -02 - - - - - - - I - - - - I - H w 1z1 G 7.01 H o --------- T N Q FE i________ \ / O 7.0 D J 14 ow LOBBY \ / O co 121b 100 CONFERENCE \\ // Z Z cc, OFFICE 203 PFFICE �B,e LL.I" 7.0 C VEST 7 ALIGN 3 102 202 \ _m 6 Z Q 38 w STAI up ST I \\ Z Q - - - - - - - - - -\ - F Z "Q0 CD z o Ln Z C B A C B A GNO FIRST FLOOR-CONSTRUCTION PLAN SECOND FLOOR-CONSTRUCTION PLAN PROJECTNO. 1/8"=1'-0" 1/8"=1'-0° 2308 ISSUE DATE Z 2024-09-03 � 0' 4' 8' 16' CURRENT REVISION PERMIT SUBMITTAL CONSTRUCTION GENERAL NOTES CONSTRUCTION PLAN KEYNOTES WALL/PARTITION LEGEND DRAWING 0530ATE U 1. CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS AS INDICATED IN THESE CONTRACT 1O REVISION DATE PROVIDE AND INSTALL NEW SCHEDULED 18-VERTICAL GRAB BAR IN ACCESSIBLE TOILET COMPARTMENT- 15 FEATURE WALL WITH FURRING AND SPECIAL MATERIALS-REFER TO ELEVATION. REFER TO PARTITION SCHEDULE,SHEET A-0.5 REVISION 1 05/30/2025 d u DOCUMENTS. FOR CLARIFICATIONS,REFER ALL QUESTIONS TO THE DESIGNER.THE MT.PER ELEVATION B/XA-0.3 ® NEW 2-1/2"METAL STUD FURRING(2A) 2'6 CONTRACTOR SHALL NOTIFY THE DESIGNER OF ANY DISCREPANCIES IN THESE CONTRACT 16 PROVIDE AND INSTALL BUILT-IN UPHOLSTERED BANQUETTE BOOTH SEATING-REFER TO ELEVATION. d o DOCUMENTS IMMEDIATELY.VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF 2O PROVIDE AND INSTALL NEW SCHEDULED SHOWER STALLS.FURR OUT WALLS AS NECESSARY TO E� NEW 3-5/8"METAL STUD INSULATED FURRING(3A) „5 THE WORK. ACCOMMODATE NEW SHOWER STALL WIDTH-REUSE EXISTING DRAIN LOCATIONS. 17 PROVIDE AND INSTALL ADJUSTABLE SHELVING ON HEAVY DUTY STANDARDS AND BRACKETS-REFER TO ® 3BN INSULATED PARTITION o D IN T"METAL 5/8 STUD SU O- 2. ALL DIMENSIONS ARE FROM FACE OF FINISH,U.N.O. DO NOT SCALE DRAWINGS. ELEVATION F/A7.02 NEW 3 ( ) , 3. REFER TO ALL OTHER DRAWING SHEETS FOR ADDITIONAL INFORMATION AND DETAILS, 3O PROVIDE AND INSTALL NEW FINISHES/MATERIALS,PLUMBING FIXTURES AND ACCESSORIES,AS ® NEW 3-5/8"METAL STUD INSULATED/1-HOUR PARTITION(3C) ` INCLUDING BUT NOT LIMITED TO;SHEETS A-0.2 THRU A-0.6 FOR ACCESSIBILITY,SCHEDULES& SCHEDULED-REFER TO ELEVATIONS,WHERE NOTED. 18 PROVIDE AND INSTALL NEW SCHEDULED FINISHES/MATERIALS,PLUMBING FIXTURES,ACCESSORIES AND M 1 ® NEW 3-5/8"METAL STUD INSULATED W/SHEATHING 3D owRERaR�woREss: SPECIFICATIONS. CASEWORK AS APPLICABLE-REFER TO ENLARGED PLAN AND ELEVATIONS.CONTRACTOR TO INSTALL ( ) 3 08 4. CONTRACTOR SHALL SUBMIT SPECIFICATIONS,SAMPLES AND SHOP DRAWINGS AS 4 PROVIDE AND INSTALL NEW STEEL Z-PURLIN AND LVL JOISTS,PLUS PLYWOOD DECKING,PER STRUCTURAL. OWNER PROVIDED WALL MTD."MEN"AND"WOMEN"RESTROOM SIGNS-COORDINATE WITH DESIGNER. MI MOUNTAIN s�UnvErNUE sou�H S ( O ® RELOCATED RELITE/SIDELITE W SEATAC WA 987H APPLICABLE TO THE DESIGNER FOR REVIEW AND APPROVAL U.N.O. NO SUBSTITUTIONS PROVIDE AND INSTALL ACOUSTIC BATT INSULATION WITH WHITE POLYPROPYLENE FACING BETWEEN ALL nt ) FEC FE COMACT:GRETCHEN REIMBOLG _ UNLESS APPROVED BY THE DESIGNER. EXPOSED JOISTS,BOTH EXISTING AND NEW. 19 PROVIDE AND INSTALL NEW EXTERIOR PICTURE WINDOW,84"H MAX.(TO UNDERSIDE OF NEW GWB NEW SEMI-RECESSED FIRE EXTINGUISHER CABINET/FIRE EXTINGUISHER(2A:106:C) 3 5. PROVIDE ALL NECESSARY BACKING,BLOCKING,FRAMING AND LEVELING FOR WALL MOUNTED INTERIOR SOFFIT)X WIDTH TO MATCH EXISTING OPENING,18"H SILL. ® KEY PLAN NEW CASEWORK-REFER TO ELEVATIONS ITEMS,INCLUDING BUT NOT LIMITED TO;CASEWORK,LAVATORIES,LIGHT FIXTURES,MIRRORS, O5 PROVIDE AND INSTALL 21'-01 X 19"-20"D WD-1 TOP FOR METAL LEGS,BY OTHERS.FLAT BAR MAY BE a MONITORS,COAT HOOKS,AND ANY OTHER ITEMS REQUIRING THE SAME,INCLUDING ANY REQUIRED UNDERNEATH TO SPAN BETWEEN LEGS-COORDINATE WITH DESIGNER. 20 INSTALL SALVAGED 22"W WIRE RELITE. d PREPARATION REQUIRED TO ACCOMMODATE SUBSTRATE FOR FINISH MATERIALS. 0 6. USE WATER RESISTANT GWB AS A BASE FOR TILE ON WATER CLOSET COMPARTMENT WALLS, © FURR OUT TO MATCH OPPOSITE SIDE FURRING. 21 PROVIDE AND INSTALL PLUMBING(HOT AND COLD WATER)FOR FUTURE SINK AND FAUCET. W INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C840,AND THE MANUFACTURER'S 12 o RECOMMENDATIONS. O EXTEND EXISTING WALLS TO STRUCTURE,TO MATCH NEW WALL BUMPS. 22 FURR OUT EXISTING COLUMN. u 7. PLUMBING,ELECTRICAL,SECURITY,LIFE/SAFETY AND MECHANICAL PLANS BY OTHERS,AND c SUBMITTED UNDER SEPARATE PERMITS. ® PROVIDE AND INSTALL 48"X 96"WD-1 TOP FOR BASE,BY OTHERS. 23 INSTALL SALVAGED DOOR AND SALVAGED 48"W WIRE RELITE, 8. REFER TO10/A8.01& 9/A8.01 FOR TYPICAL SUSPENDED CEILING BRACING DETAILS. 1 3 0 9. REFER TO SHEET A-0.4 FOR CASEWORK GENERAL NOTES. 9 REFER TO ELEVATION FOR"BREAK!"FL-1 FILM WALL DECAL APPLICATION. 24 PROVIDE AND INSTALL NEW WALL AND SCHEDULED DOOR,AS SHOWN. SHEET NAME City of Arlington 10. RUN CONDUIT,WIRING,ETC.BETWEEN Z-PURLIN JOISTS AS MUCH AS POSSIBLE,IN LIEU OF m= RUNNING ALONG BOTTOM OF JOISTS.WHERE NECESSARY,ATTACH TO SPREADER BEAMS 10 PROVIDE AND INSTALL IN-WALL BACKING FOR TV MONITOR-REFER TO ELEVATION. 25 INVESTIGATE AND REPAIR SAGGING FLOORS.MIMIC WORK IN RR 107&108-PROVIDE AND INSTALL NEW Building Department CONSTRUCTION 9$ (PERPINDICULARTO JOISTS)SIMILAR TO DETAIL I2/A8.01 SCHEDULED FINISHESIMATERIALS,PLUMBING FIXTURES,AND ACCESSORIES-REFER TO ELEVATIONS. APPROVED PLANS 11. REPLACE ALL DOOR HARDWARE ON EXISTING DOORS,AS SCHEDULED,ON FIRST FLOOR 11 PROVIDE AND INSTALL SEMI-RECESSED FIRE EXTINGUISHER CABINET,MT.TOP AT 48"AFF. �FLOOR TO BEd o 12. PH SEN20DEMO AND CONSOTRUCTION DNEW OFFICES 213,215,217 AND NEW OPEN OFFICE 214. RELOCATED WATER PIPES AND VALVES,MOUNTED TO NEW 12 PROVIDE AND INSTALL CUSTOM PLYWOOD DIVIDER/SCREEN(CASEWORK)-REFER TO ELEVATION. 26 AND INSTALL RAILING SYSTEM AROUND AREA,WITH PERABLEIGATET SYSTEM IF NECESSARY.PROVIDE Kevin Olander-07/22/2025 d N No changes authorized unless approved by 13 PROVIDE AND INSTALL NEW CASEWORK,PLUMBING FIXTURES AND APPLIANCES,AS SCHEDULED-REFER TO 27 THIS ROOM TO RECEIVE NEW METAL CASEWORK AND COUNTERTOPS-LAYOUT AND SPECIFICATIONS IN the Building Official ELEVATIONS.PROVIDE AND INSTALL COLD WATER SUPPLY TO REFRIGERATORS,COUNTERTOP COFFEE PROGRESS. SHEET NUMBER d MACHINE(F.0.1.0.)AND WATER DISPENSER(F.O.I.O.). N° 28 ADD 112"OSB SHEATHING TO EXISTING PARTITION,PER STRUCTURAL. A2.02 o a` 14 PROVIDE AND INSTALL NEW CASEWORK,-REFER TO ELEVATION. tU f co J COPYRIGHT SCR ARCHITECTS i0 W SCR I Architects 1221 E.Pike St. Suite 205 z Seattle,WA 98122 U T 2 '7 � ARCHITECT/CONSULTANT SEAL O S 8879 REGISTERED Z AR ITECT Scott Connor O STATE OFoWASHINGTON _ T.O.ROOF m a I I I DRAWN BY: amV+A.C. CHECKEDBY — APPROVED C.R. APPROVED BY: C.R. I I I I I I I I I I EXI5TIN6 EXI5TIN6 EXI5TIN6 EXISTING T `p OFFICE OFFICE CORRIDOR OFFICE _ MEZZANINE LEVEL _ Li 6 N O O I NEW LUNCH I NEW ENTRY EXISTING I = ROOM VE5TIBIULE WAREHOUSE (� 0 0 o z J I I I I I N _ FIRST FLOOR 0'-0" Q GUT FXI57IN(5 SLAB ON GRADE FOR NEW W 2508 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL FOOTING-5EE HLU 5TRUGTURAL 1 SECTION 1 DRAAIN65 1/4 1 1-091 z z N W CV a �co z >� az O Mo z 1 �J 1. 2 g?-1a PROJECT NO. T 2308 ISSUE DATE T.O.ROOF CURRENT REVISION T55 +/ PERMIT SUBMITTAL DRAWINGP--LOTTD�DATEE3^ wa a¢ REVISION I DATE of d� LREVISION 1 05/30/2025 2 y a y.o — ° 0 -ia�5 0 M 3 MIDEOUNTAIN MATERIALS FXI5TIN6 EXISTING EXISTING EXISTING 7600 5TH AVENUE SOUTH d` m `p OFFICE OFFICE CORRIDOR OFFICE SEATTLE,WA 98108 u t CONTACT:GRETCHEN REIMBOLD PLAN Q _ MEZZANINE LEVEL 6 .10 N N d0 NEW LUNCH EXI5TIN6 EXISTING o_ ROOM TE51TING wAREHOU5E as o 0 0 0 Z5 G -- -- SHEET NAME BUILDING SECTIONS a _ FIRST FLOOR 0 O'-O" — — — — — — — UT EXI5TIN6 5LAB City of Arlington ON GRADE FOR NEW Building Department ON AS NOTED 2508 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL FOOTING-sEE APPROVED SECTION 2 PRAM URAL ET NU PER t 2 DRAWINGS Kevin Olander-07/22/2025 A4.01 No changes authorized unless approved by c�i 1/411 — the Building Official H N COPYRIGHT SCR ARCHITECTS ip W SCR I Architects GO 1221 E.Pike St. Suite 205 z Seattle,WA 98122 U T '7 ARCHITECT I CONSULTANT SEAL 0 Z 8879 7REGISTERED AR ITECT Scott Connor 0 STATE OFoWASHINGTON _ T.O.ROOF T DRAWN BY: amv+A.C. — --_---_ I I CHECKED BY: C.R. II APPROVED BY: C.R. II I I I I II I I I I I I FUTURE I o EXISTING 5TORA6E ! OPEN TO EX15TIN6 FX15TIN6 EXI5TIN6 I I P0551BLE 1 1 7n `p BELOW OFFICE BATHROOM OFFICE FUTURE OFFICE I 1 I o I o I o o I o 11 II _ MEZZANINE LEVEL 0'-0" o — — — — — — — --� P05515LE FUTURE — — — — — — - - — STAIRS — — — — — O N _J EXISTING V o EXISTING *EXTIN' EXISTING EXISTING EXISTING EXISTING __-- %IAREHOUSE ZENTRY OFFICE OFFICE OFFICE TEST ----� LEI 0 0 0 o I ING AREA o ==__y J _ FIRST FLOOR I -- ] N 0-0" --� — — — Q GUT EXISTING SLAB to U) ON GRADE FOR NEW 2 MID 2508 MOUNTAIN MATERIALS LUNGHROOM REMODEL Foor1N6-sEE 1 SECTION 3 DRAM65 1/4if _ 1 1_011 z_ Z N W N Q Z Z > Z O 'o W C7 Z_ C o J o o co Q PROJECT NO. 2308 ISSUE DA�TT/E—�M���/� 2024-0 I� CURRENT REVISION PERMIT SUBMITTAL 6 DRAWING PLOT DATE 2VL�5-50 0 4 REVISION IDATE N QREVISION 1 05/30/2025 o'o v y.o m t 2'a m `v m 0 3 MIDEMOUNTAIN MATERIALS 7600 5TH AVENUE SOUTH d L' SEATTLE,WA 98108 n a CONTACT:GRETCHEN REIMBOLD 3 KEY PLAN N E 2 c y w c m m o re w n� C 0 SHEET NAME City of Arlington BUILDING SECTIONS Building Department APPROVED Kevin Olander-07/22/2025 SCALE AS NOTED No changes authorized unless approved by y� the Building Official SHEET NUMBER Eo = A4.02 rU F t0 F COPVRiG11T C SCR Sp M W SCR Architects IN 1221 E.Pike St. Suite 205 z Seattle,WA 98122 w ARCHITECT/CONSULTANT SEAL U O 8879 Z REGISTERED cD AR ITECT — — — — 1 5 ou as ca o ® _ � IT — — — — — � sTnrE of wnsHllvcroly _ EXIT(N) NEW GWB @ EQ EQ w EXPOSE JOISTS(PER STRUCTURAL) +T-10"AFF WITHEW SX SURES ED LIGHT - C', 6"H GWB @ - +8'-0"AFF 6 DRAWN BY: amy L-2/EM w 5 A6.01 N CHECKEDBY: C.R. O 6 APPROVED BY: C.R. A8.01 6"H GWB @ 2'-2" - - - NEW ACT-1 @ +6'•7"AFF L- L- +7'-10"AFF PHASE 2 PHAS 2 PHASE 2 L-7 - 44 - - - - - - - - - - - - 4 13 A8.01 O 5 I IN XI TI G 1 2 3 NLC PHASE2 O E EQ --- -- - XN LC G n L•8 -- 5 Z L-7 fw GWB L- l.x-_ - - E J +8'•0" =v 12 �� L•8 XI TI G L•8 N Q Q AFF i L-4 A8.01 E N LC J --- -- 6 L-8 n L•8 Q w II CO 7 _ lEl Ill CO o L- 5 - x& ® - - - - - - - - - - - - E®( - - - W A8.01 z y 9 3 W EXIT(E) W c EXISTING Z Z w Q =)Lu rn o EXIT(E) Q Z 1 NEW GWB @ EQ EQ �EQ__5+T•10"AFF Q '4'-0"'4'-0"'4'-0''4zo�Z @ Q <c l= C A8.01 +8'4"AFF B A C B A o 'oo Of FIRST FLOOR-REFLECTED CEILING PLAN 2 SECOND FLOOR-REFLECTED CEILING PLAN PROJECTNO. 2308 Ge ISSUE DATE Z� 2024-09-03 0' 4' 8' 16 CURRENT REVISION PERMIT SUBMITTAL REFLECTED CEILING GENERAL NOTES REFLECTED CEILING PLAN KEYNOTES REFLECTED CEILING PLAN LEGEND (SUBJECT TO CHANGE DRAWING 0530ATE o 1. CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS AS INDICATED IN THESE CONTRACT REVISION I DATE 10 REFER TO STRUCTURAL DRAWINGS FOR NEW HSS BEAMS AND POSTS. ,PLUS MODIFICATIONS RECESSED LIGHT FIXTURE(ACT INSTALLATION)-MATCH EXISTING LIGHT FIXTURES. H——1 NEW LED COVE LIGHTING-RGBW COLOR-CHANGING COVE LED LIGHTING,4000K, REVISION 1 05/30/2025 N DOCUMENTS. FOR CLARIFICATIONS,REFER ALL QUESTIONS TO THE DESIGNER.THE TO EXISTING Z-PURLIN JOISTS L-1 L-y DIMMABLE(SIMILAR TO ALCON#15255-RGBW)-HARDWIRE TO WALL SWITCH AND a� CONTRACTOR SHALL NOTIFY THE DESIGNER OF ANY DISCREPANCIES IN THESE CONTRACT PROVIDE RF REMOTE CONTROL. °o DOCUMENTS IMMEDIATELY.VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT 2 RAISE"ALL EXISTING SPRINKER HEADS IN THIS ROOM,TO SAME LEVEL AS NEW HEADS. N OF THE WORK. O ® NEW OR RELOCATED SURFACE MOUNTED LIGHT FIXTURE(GWB INSTALLATION)- F——--I NEW UNDERCABINET LIGHTING-SOLID APOLLO LED DAYLIGHT WHITE DOTLESS COB MECHANICAL SYSTEM IN THIS ROOM TO BE SEPARATE ZONE FROM OTHER ROOMS/AREAS. L•2 2. ALL DIMENSIONS ARE FROM FACE OF FINISH,U.N.O. DO NOT SCALE DRAWINGS. MATCH EXISTING LIGHT FIXTURES. L-10 LED STRIP LIGHT#SA-LS-COB-DLW-2400-24V,4000K,DIMMABLE-HARDWIRE TO WALL .8'm 3. REFER TO ALL OTHER DRAWING SHEETS FOR ADDITIONAL INFORMATION AND DETAILS. 3 PROVIDE AND INSTALL BATT INSULATION WITH WHITE POLYPROPYLENE FACING BETWEEN SWITCH. K= 4. CONTRACTOR SHALL SUBMIT SPECIFICATIONS,SAMPLES AND SHOP DRAWINGS(AS O NEW RECESSED DOWNLIGHT FIXTURE(REMODEL KIT)-H.E.WILLIAMS -a ALL EXPOSED(EXISTING AND NEW)STEEL Z-PURLIN JOISTS. L-3 #6PR-TL-L20/940-DIM-UNV-LW-OF-WH-AD-R,6"SHALLOW PLENUM ROUND DOWNLIGHT, ow"Ea"�woRess: APPLICABLE)TO THE TENANT FOR REVIEW AND APPROVAL,U.N.O.NO SUBSTITUTIONS ® NEW SUSPENDED LIGHTING-LED LINEAR LIGHT FIXTURES,4000K,DIMMABLE-MULTIPLE °3 UNLESS APPROVED BY THE TENANT. 22.7W LED 4000K LAMP,FLUSH LENS,DIFFUSE ACRYLIC LENS. MID MOUNTAIN MATERIALS d 5. PLUMBING,ELECTRICAL,SECURITY,LIFE/SAFETY AND MECHANICAL PLANS BY OTHERS,AND (4) 7'NEW GWB HEADER AT -7"AFF-REFER TO DETAIL. L-11 SWITCHING/CIRCUITING.SPECIFICATION AND QUANTITY/LAYOUT TBD. SEATTLE,WA 98108 76005T AVENUE SOUTH it o NEW CYLINDER LIGHT FIXTURE-H.E.WILLIAMS#6CR-TL-L40/940-NKL-DIM-UNV-LW- CONTACT:GRETCHEN REIMBOLD SUBMITTED UNDER SEPARATE PERMITS. 5 NEW 6"H GWB FLOATING/SUSUPENDED INSULATED SOFFIT-REFER TO DETAIL L-4 NK-AD-SM,6.5"COMPACT ROUND CYLINDER,38W LED 4000K LAMP,TEXTURED NICKEL 3 6. REFER TO SHEET A8.01 FOR TYPICAL SUSPENDED CEILING BRACING DETAILS. HOUSING,FLUSH LENS TRIM WITH DIFFUSE ACRYLIC LENS AND TEXTURED NICKEL L 12 KEY PAN `m 7. CENTER ACT GRIDS INSIDE ROOMS,AS SHOWN ON PLAN,U.N.O. NEW PENDANT/CHANDELIER-YET TBD. © PROVIDE ADDITIONAL(SEPARATE)VENTILATION/COOLING IN THIS ROOM,TO ACCOMMODATE REFLECTOR FINISH-ADD EM OPTION WHERE INDICATED-PROVIDE J-BOX AND i; BOTTOM OF. 8. PENDANT LIGHT FIXTURE MOUNTING HEIGHTS ARE FROM FINISHED FLOOR TO SERVER EQUIPMENT-COORDINATE WITH OWNER. SURFACE MT.CYLINDER FIXTURE DIRECTLY TO J-BOX(IF NECESSARY,PROVIDE d FIXTURES,U.N.O. REFER TO ELEVATIONS FOR FURTHER INFORMATION.CONTRACTOR TO 13 UNISTRUT SYSTEM OR SPREADER BEAMS FOR CONDUIT AND J-BOX)-COORDINATE EXHAUSTNENTILATION FAN-SWITCH WITH ROOM LIGHTING o VERIFY ALL FIXTURE MOUNTING HEIGHTS WITH DESIGNER,PRIOR TO INSTALLATION. ❑ "'' 9. ANY/ALL MEP DEVICE LOCATIONS IN CONFLICT WITH LIGHT FIXTURES,ARE TO BE O RETROFIT OR REPLACE ALL EXISTING SURFACE MTD.LIGHT FIXTURES WITH NEW LED WITH DESIGNER. W N COORDINATED WITH DESIGNER,PRIOR TO INSTALLATION. LIGHT FIXTURE LOCATIONS TAKE FIXTURES,WITH CLOSED LENS-COORDINATE WITH OWNER AND DESIGNER. 14:l NEW PENDANT LIGHT FIXTURE-DELRAY LUMA LED METAL PENDANT FIXTURE ® NEW LED ILLUMINATED EXIT SIGN-MATCH EXISTING tO PRECEDENT. 8 PROVIDE AND INSTALL BATT INSULATION WITH WHITE POLYPROPYLENE FACING BETWEEN L.5 #IL793-K-G-W40-M-PIRR-D,17.5"DIA.X 14.2"H,TEXTURED BLACK METAL EXTERIOR,GOLD 7.2. 10. REFER TO ELECTRICAL PLAN FOR LIGHT SWITCHING.COORDINATE ALL SWITCHING WITH O INTERNAL REFLECTOR,9W LED LAMP(4000K),PENDANT RECESSED REMOTE,AIRCRAFT EM =INDICATES LIGHT FIXTURES(EMERGENCY)TO BE ON 2417 o G OWNER AND DESIGNER.PROVIDE DIMMER SWITCHES WHERE DIMMING LIGHT FIXTURES ARE ALL EXPOSED WOOD LVL JOISTS.NEW SUSPENDED LIGHT FIXTURE(L-11)QUANTITY AND CABLE SUSPENSION-MT.BOTTOM OF FIXTURE AT 72"AFF. 1 o°m SPECIFIED. LAYOUT TBD. N =INDICATES"NEW" 8° 11. RUN CONDUIT.WIRING,ETC.BETWEEN Z-PURLIN JOISTS AS MUCH AS POSSIBLE,IN LIEU OF NEW PENDANT LIGHT FIXTURE-MAXIM LIGHTING NORDIC 1-LIGHT CONE PENDANT SHEET NAME RUNNING ALONG BOTTOM OF JOISTS.WHERE NECESSARY.ATTACH TO SPREADER BEAMS L•6 FIXTURE#11350WNBK,7"DIA.X 10.5"H,WALNUT/BLACK FINISH,USE 9W LED LAMP(4000K) E =INDICATES"EXISTING"TO REMAIN REFLECTED (PERPENDICULAR TO JOISTS SIMILAR TO DETAIL 12/A8.01 MT.BOTTOM OF FIXTURE AT 63"AFF(HT.SUBJECT TO CHANGE). ) City of Arlington CEILING PLANS a NEW SURFACE MOUNTED LIGHT FIXTURE-H.E.WILLIAMS LED 4"CONTINUOUS UPIDOWN Buildin De artment a d L-7 WALL FIXTURE#MX4WUD-??-L12/940U/L12/935D-F/F(4000K).ORDER 72"LENGTH FOR g p d o WOMEN'S RR AND 76"LENGTH FOR MEN'S RR-CENTER. APPROVED L-8 NEW VANITY LIGHT FIXTURE-GEORGE KOVACS#P1353-618 ALLURIA BATHROOM VANITY Kevin Olander- 07/22/2025 LIGHT,24"W,3-LIGHT,WEATHERED BLACK AND AUTUMN GOLD FINISH WITH ETCHED SHEET NUMBER d OPAL GLASS GLOBES,USE 12W LED G9 CLEAR LAMPS,4000K-MT.AT EXISTING J-BOX No changes authorized unless approved by t HEIGHT. the Building Official a A5.01 tU f N J 0 M x SCHEDULED SOAP DISPENSER(S)AND PAPER 2'_0" T-0" 2'-6" 2'-6" 2'-0" T-0' T-0" T-0" 6 23'-5114"+/- OPENMWCABINETS ��T N TOWEL DISPENSER LOCATIONS YET BID. 14"D CLOSED UPPERS A8.01 x Architects w y CABINETS,PLAM-1,LOCKING NEW EXPOSED STEEL 1221 E.Pike St. Suite 205 w 6 10"D FLOATING SHELVES, JOISTS Seattle,WA 98122 A8.01 PLAM-1 6"H GWB SUSPENDED ARCHITECT CONSULTANT SEAL o SOFFIT 0 7 11 6"H GWB SUSPENDED EQ EQ A8.0 A8.0 88 e Q REGISTERED z SOFFITS 8 8 �� �� AR ITECT 3 TV MONITOR,F.O.I.C.- 25"D COUNTERTOP,SS-1,WITH A8.0 A8.0 o Fo AO 04- D D D _ _ _ _ SCHEDULED SINK AND a 3 PROVIDE IN-WALL BLOCKING 'ott as Ca,- % FAUCET,AND T-1 BACKSPLASH o A0'� ————— ArE of wnsw cro BACK AND SIDES 25"D COUNTERTOP,SS-1, ;p 2 3 REF REF ( ) 5 6 WITH T-1 BACKSPLASH A8.0 A8.0 F.O.I.C. F.O.I.C. A8.0 A8.0 O° FEC &D is REF RECESSED ALCOVE FOR // 1" %° 14"D OPEN CUBBIES,PLAM-2 DW DW —_—_ — REFRIGERATORS I 0 _ i F.O.I.C. F.O.I.C. i o 24"D CLOSED BASE i 24"D TRASH/RECYCLE DRAWN BY: amv CABINETS,PLAM-2,LOCKING CABINETS,PLAM-2 CHECKED BY: C.R. -0' 3'-0" 2'-0" 3'-0" 2'-0" 3'-0" ,-0" 6'-6" 2'-0" 4'-4"2EQ. 11'-8" 9 EQ.BAYS) 16'-0" APPROVEDBY: C.R. A BREAK ROOM 115 NORTH ELEVATION AT KITCHEN BREAK ROOM 115 EAST ELEVATION 3/8'=1'-0" r 3/8"=1'-0" 2'-z" 14 A6.01 EXPOSED MECHANICAL DUCTWORK EXPOSED STEEL JOISTS—; EXPOSED STEEL JOISTS EXPOSED STEEL JOISTS WD-2"CLOUDS"WITH SCH WD-2"CLOUDS"WITH SCHEDULED PENDANT LIGHT SCHEDULED PENDANT FIXTURES "CLOUDS"WITH LIGHT FIXTURES O SCHEDULED PENDANT LIGHT —� � 42"D ISLAND COUNTERTOP FIXTURES I 42"D ISLAND COUNTERTOP = AND WATERFALL LEGS,SS-1 LL I (MITERED CORNERS) 5 4 3 1 a — 5'-0"CLR 3'-6° AND WATERFALL LEGS,SS-1 V 0 0 0 (MITERED CORNERS) Z A8.0 A8.0 A8.0 A8.03 42"D ISLAND COUNTERTOP o� CTOP TO CTOP ....... __-_ ___ AND WATERFALL LEGS,SS-1 p u0i '--- ----- '--'- -'--' --'- -- -- '- - - '- -- -_ F _._-._- ... ...:...:. :........ -:---:-- MITERED CORNERS J 24"D CLOSED BASE CABINETS, I- %°�"� � •I� " `� - -- -- -- -- - - -- -- - PLAM-2,LOCKING RECESSED KNEESPACE, DASHED LINES INDICATE J o o \/ o 24"D TRASH/RECYCLE _ h PLAM-2 CASEWORK BEYOND Q CABINETS,PLAM-2 e STOOLS,F.0.1.0. W Q 13'-0"6 EQ.BAYS 13'-0" _ Q F- `+ ISLAND SOUTH ELEVATION p ISLAND NORTH ELEVATION E BREAK ROOM 115 WEST ELEVATION AT KITCHEN o 3/8"=P-O" 3/8"=P-0" 3/8"=1'-0'' Z Z N wCc) 2'-0" 20'-0" 5 Q Z m 1T-0"-TBC SCHEDULED CYLINDER EXPOSED STEEL A8.01 w Q EXPOSED STEEL LIGHT FIXTURES IN JOISTS Q JOISTS FOREGROUND =z _— 6"H GWB SUSPENDED 0 to SOFFIT 6"H GWB SUSPENDED NEW HEADER <cal f r I i EQ EQ Sao SOFFIT v ti 1 h .' ! d I \ !': ., WALL SURROUND woo m EQ P I I F EQ (FURRING) SCHEDULED PENANT °o t �� ,RECESSED NICHE LIGHT FIXTURES 7\ PROJECT NO. WITH WC 1 PANELS o 4 2308 FLA APPLIED TO WALL BUILT-IN BANQUET ISSUE DATE J✓ k` ( F.: z 1 f F I y. SEATING 0 2024-0903 12"H,T-1 0 \ I/.:. A8.03: I I, �) I t EXISTING WALL BUMP, BACKSPLASH -- ='_r� :.'_'� �- ='_C.� L _ • TYP• _ CURRENT REVISION _=__= z1'-o"L"x19 zo"DWD-1 ===== o PERMIT SUBMITTAL =........= _==_ TABLES AND CHAIRS, DRAWING PLOT DATE __ __ ___ _ c TOP SECURED TO METAL 2025-05-30 SCHEDULED F.0.1.0. BASES,BY OTHERS CABINET 1+ - cn / REVISION DATE J 3 CITY.OUTLETS,AS REVISION 1 05/30/2025 lau a'S 4'-0" EQ EQ 4'-0" SPECIFIED,IN FACE 5'-0" OPENING TO EGRESS HALLWAY d o OF BANQUET REFER "o F BREAK ROOM 115 SOUTH ELEVATION AT BANQUET TO DETAIL G BREAK ROOM 115 NORTH ELEVATION = 3/8"=P-O" 3/8"=P-O" 2 m c� owHERn"nanoaess: 3 2'-0" 2'-51/2"+/- 6 MI MOUNTAIN MATERIALS EXPOSED STEEL City of Arlington SCHEDULED CYLINDER EXPOSED STEEL JOISTS Ag 01 S7600 EATTLH AVENUE SOUTH d� JOISTS Building Department SEATiLE,WA 9etoe a' 6"H GWB LIGHT FIXTURES 6"H GWB SUSPENDED APPROVED CONTACT:GRETCHEN REIMBOLO 3 SUSPENDED SOFFIT Kevin Olander-07/22/2025 KE PAN d d SOFFIT 6"H GWB SUSPENDED No changes authorized unless approved by a SOFFIT the Building Official TV MONITOR, EQ EQ SCHEDULED PENANT `-m F.O.I.C.- 7 0 LIGHT FIXTURESQ a,° PROVIDE IN- i SCHEDULED PENANT WALL BLOCKING --- 1-- LIGHT FIXTURES 0 u r 48"X 96"WD-1 TOP SECURED NEW EXTERIOR ----- co d c WINDOWS w � 5 21'0"L"X 19"-20"D R o.o TO METAL BASE, A8 0 WD-1 TOP SECURED 21'1 X 19'1 WD-1 w 1 o BY OTHERS \ TO METAL BASES,BY TOP SECURED TO METAL SHEET NAME =3 CUSTOM OTHERS BASES,BY OTHERS ^ INTERIOR co / Sv ➢�Ic - _ __ _ __ _ __ ....... _ __ ___ PLYWOOD ,n - - - - - - - -- - - -- ---- - -- - -- - -- - -- - -- --- - ELEVATIONS -I ,-o DIVIDER/SCREEN i 24"DTRASH/RECYCLE ---- --'-- -- -- - --- --'-- -'--- - ---' --- d WALL BUMP,TYP. WALL BUMP i CABINETS,PLAM-2 WITH c J BEYOND 25"D COUNTERTOP AND u) 4"BACKSPLASHES,SS-1 4'-0" CHAIRS,F.0.1.0. 2EQ SHEETNUMEER H BREAK ROOM 115 SOUTH ELEVATION J BREAK ROOM 115 WEST ELEVATIONIt A7. 1 $.ofa tU I—co J COPVRiG11T C SCR sp M N EXISTING ELECTRICAL SCR I Architects N LOCKER ROOMS BEYOND PANELS AND 1221 E.Pike St. Suite 205 z TRANSFORMER,TO Seattle,WA 98122 w REMAIN ARCHITECT/CONSULTANT SEAL O 8879 REGISTERED z NEW SCHEDULED aR IrEcr SALVAGED 31 RELITE- DOOR INTO BREAK o o ALIGN TOP WITH DOOR o % ROOM,WITH NEW FL-1 / "tt a""c""""r H- o o APPLIED TO DOOR ArE or wnsw cro i SCHEDULED DOOR INTO i FACE-CONSULT WITH SCHEDULED DOOR ao �° BREAK ROOM,WITH FL-01 --SCHEDULEDD OR NEW VEST 13 FROM INTO NEW VEST 121 DESIGNER FOR FONT o FACTORY,WITH FL-1 STYLE,SIZE AND doom APPLIED TO DOOR FACE- doom room MOUNTING HT. APPLIED TO DOOR FACE- � CONSULT WITH DESIGNER � 8" CONSULT WITH DESIGNER � \� FOR FONT STYLE,SIZE AND MOUNTING HT. FOR FONT STYLE,SIZE AND MOUNTING HT. DRAWN BY: 8mV CHECKEDBY: C.R. APPROVEDBY: C.R. A BREAK ROOM SOUTH ENTRY B FACTORY EAST ENTRY ELEVATION 4Z�FACTORY NORTH ENTRY ELEVATION D BREAK ROOM NORTH ENTRY ELEVATION 3/8„=1'-0„ 3/8„=l'-O° v 3/8„=1_O° v 3/8"=1'-0„ EQ 6'-0" 12 EQ -0" EXPOSED STEEL JOISTS A8.01 ABOVE 1 A8.02 SPIRAL MECHANICAL DUCTWORK 6"H SUSPENDED/FLOATING GWB SOFFIT \\ // \\ // EXISTING GWB CEILING 0 AND LIGHT FIXTURE,TO / \ / GWB WALL"BUMP" REMAIN w GWB WALL"BUMP" \ / \ / SCHEDULED TOILET = \ / CUSTOM WD-1 AND WD-2 60"H HEAVY DUTY WALL 0 O OPEN 0\P6N DIVIDER/SCREEN MTD.STANDARDS WITH Z BRACKETS AND FOUR(4) oo SCHEDULED TOILET J QTY.18"D SHELVES ON r, BOTH NORTH AND WEST PAPER DISPENSER N —LEI WALLS-MIN.60"W ON J BUILT-IN BANQUET/BOOTH \ / NORTH WALL AND 48"W Q SEATING / \ / o ON WEST WALL z SCHEDULED BASE SCHEDULED BASE LU Q 8"10' Q 10'EQ 10'H" AROUND BASEIBLOCKING 8"' Q LU E BREAK ROOM DIVIDER SCREEN F STOR 114 NORTH ELEVATION G RR 107 NORTH ELEVATION TYPICAL 0 3/8"=1'-0" 3/8"=P-O" 3/8"=P-O" Z Z co N Q W COORDINATE LOCATION OF SCHEDULED PAPER TOWEL DISPENSER WITH OWNER/DESIGNER Z ;< Q 3-6" 3-0" 3'-0" 3-6" 3'-01/2"+/- =Z SCHEDULED VANITY LIGHT SCHEDULED VANITY LIGHT 0 1.—00 FIXTURE,CENTER ON TILE, FIXTURE,CENTER ON TILE, "co CD AT HT.OF EXISTING J-BOX AT HT.OF EXISTING J-BOX ` Q o N Z 18 G 7.0 SCHEDULED VANITY LIGHT RR FIXTURE,CENTER ON TILE,AT w oO Of 107 FULL HT.T-2 TILE FULL HT.T-2 TILE HT.OF EXISTING J-BOX ° BACKSPLASH BACKSPLASH SCHEDULED MIRROR, M CENTER ON TILE T-2 TILE BACKSPLASH TO PROJECT NO. SCHEDULED TOILET WITH SCHEDULED TOILET WITH 2308 SEAT COVER,SOAP AND SEAT COVER,SOAP AND 10CEILING ISSUEDATE PAPER TOWEL DISPENSERS PAPER TOWEL DISPENSERS 0 o I A8.0 2024-09-03 RR H SCHEDULED MIRROR, SCHEDULED MIRROR, SCHEDULED SOAP 'o CURRENT REVISION 18 108 7.0 o CENTER ON TILE CENTER ON TILE o DISPENSER SCHEDULED FAUCET AND PERMIT SUBMITTAL 0 4 5 SCHEDULED FAUCET AND SCHEDULED FAUCET AND RjA0 0 ? v c i I V VESSEL SINK,CENTERED DRAWING PLOT DATE A0.04 Ap.pq WALL MTD.SINK-PROVIDE WALL MTD.SINK-PROVIDE 04 2025-05-30 N N v CLOSED BASE CABINET, IN-WALL BRACING FOR IN-WALL BRACING FOR REVISION DATE o N PLAM-2,WITH SS-1 g SINK,AND CENTER ON TILE SINK,AND CENTER ON TILE REVISION 1 05/30/2025 N COUNTERTOP AND 4"H SIDE a! 1'-6" SCHEDULED BASE SCHEDULED BASE 1 6" SPLASHES y o o ENLARGED RR PLAN-FIRST FLOOR H RR 108&208 EAST ELEVATION 1 RR 107&207 WEST ELEVATION RR 211 SOUTH ELEVATION 2'm 1/4"=1'-0" 3/8"=1'-0" v 3/8"=1'-0" �� 3/8"=1'-0" a� owHERneoaooasss: 0 3 MID-MOUNTAIN ESOUTH COORDINATE LOCATION OF PAPER TOWEL DISPENSERS WITH OWNERIDESIGNER COORDINATE LOCATION OF PAPER TOWEL DISPENSERS WITH OWNERIDESIGNER City of Arlington 78005TH AVENUE SOUTH SCHEDULED VANITY LIGHT SEATTLE,WA 98108 i c FIXTURE,CENTER ON WALL, SCHEDULED VANITY Building Department CONTACT:GRETCHEN REIMBOLb AT HT.OF EXISTING J-BOX LIGHT FIXTURE,CENTER APPROVED 3 ON WALL,AT HT.OF KEY PLAN d d EXISTING J-BOX Kevin Olander-07/22/2025 .Q EQ 2'-6" 2'-6" /EQ 1'-9" 1'-9" No changes authorized unless approved by SOAP DISPENSERS AND SOAP DISPENSERS AND the Building Official o SCHEDULED MIRRORS SCHEDULED MIRRORS d r SCHEDULED SINK WITH 24"D VANITY WITH 6"H c FAUCETS-PROVIDE IN- j BACKSPLASHES,SS-2, EXISTING ROD AND WALL BRACING FOR SINK 9 SCHEDULED SHOWER A8.0 / WITH SCHEDULED SINKS SHELF,MAY NEED TO BE 1 3 o STALL-FURRSIDE LOWERED-CONSULT o j AND FAUCETS WALLS,AS NEEDED,TO SHEET NAME O WITH OWNER ACCOMMODATE STALL INTERIOR d$ SCHEDULED FRP-1 ELEVATIONS o ? WAINSCOT(ALL SIDES) c \ .OPEN- /M W O V V SUNDER LL y SCHEDULED BASE SCHEDULED BASE SHEET NUMBER ` MEN'S RR 117 EAST ELEVATION M WOMEN'S RR 118 WEST ELEVATION N LOCKER 119 EAST ELEVATION AT SHOWER N 3/8"=1'-0" 3/8"=1'-0" 3/8"=1'-0" A 7.of $of tU f co J COPVRiG11T C SCR sO M CONSTRUCT WALL PER MINIMUM GENERIC STANDARDS SCR GA FILE NO.WP 1072(USING SPECIFIED STUDS) SCR Architects INEXISTING GWB CEILING y 3-5/8",20 GA.MTL.STUDS 1221 E.Pike St. Suite 205 w ACOUSTIC BATT WITH 5/8"TYPE"X"GWB NEW METAL STUD Seattle,WA 98122 INSULATION FRAMING @ 24"O.C. t MTL.RUNNER CHANNEL, ARCHITECT CONSULTANT SEAL o CLASS II VAPOR RETARDER ON FASTEN TO FLOOR WITH BLDG. WITH 5/8"TYPE"X"GWB, APPROVED ANCHORS(VERIFY TYPICAL 8879 ALL SEAMS,CORNERS AND ENSURE PER 3S STRUCTURAL WITH RLcisTEREo WITH BLDG.OWNER) aR iTECT NEW BOX BEAM HEADER I:. PENETRATIONS ARE SEALED ONE(1)LAYER 5/8" o I, TO CREATE CONTINUOUS TYPE'X"GWB OVER SCHEDULED BASE a °II Ar °°°° ACOUSTIC BATT INSULATION I- BARRIER r HALLWAY LL BREAK ROOM STATE of wnsHINGTON ATING ACOUSTIC SEALANT, FLOOR LINE SIDE a SIDE BOTH SIDES UNCONDITIONED I CONDITIONED FINISHED SPACE I' SPACE SIDE A 3-5 8"MTL.STUD PARTITION DETAIL 3D 5 BOX BEAM @ GWB CEILING DETAIL 3-5/8",20 GA.MTL.STUDS WITH 1 1/2"=P-tY' 1 1/2"=P-0" 3-5/8",20 GA.MTL.STUDS 5/8"TYPE"X"GWB ON EXPOSED DRAWN BY: amV ONE(1)LAYER 5I8" I WITH ONE(1)LAYER 5/8"TYPE , GA.MTL.STUDS SIDES WITH 5/8"TYPE"X"GWB ON TYPE"X"GWB I 'X"GWB AT A8.01 ATTACH TO Z-PURLIN JOISTS AND SPREADER BEAMS PER DETAIL 12/ CHECKED BY: C.R. WITH /8 EXPOSED SIDE APPROVED BY: C.R. ACOUSTIC BATT INSULATION 1/2"OSB SHEATING 3/8"DIA.THREADED RIGID RODS MTL.RUNNER CHANNEL, DIRECTLY APPLIED TO R-21 ACOUSTIC BATT AT 24"EACH WAY,SECURED TO , MTL.STUD FRAMING,MTL.RUNNER CHANNEL INSULATION SPREADER BEAMS ABOVE AND EXISTING/NEW FASTEN TO FLOOR WITH I BEAM(S) FASTEN TO FLOOR WITH BLDG. PER STRUCTURAL,WITH BOX BEAM(S)BELOW WITH HILTI SCHEDULED PARTITION BLDG.APPROVED I; APPROVED ANCHORS(VERIFY MTL RUNNER CHANNEL ANCHORS(VERIFY WITH CONTINUOUS LAYER OF I_ . , X-HS HANGER CLIPS(CONFIRM) BLDG.OWNER) WITH BLDG.OWNER) UNFACED 1"THK.XPS I FASTEN TO FLOOR WITH (EXTRUDEDW.. BLDG.APPROVED ANCHORS SCHEDULED BASE SCHEDULED BASE POLYSTYRENE)APPLIEDERIFY WITH BLDG.OWNER) 5"METAL STUD BOX BEAM(TO ® ACOUSTIC BATT INSULATION OVERSHEATHINGLOOR LINE ACHIEVE SOFFIT HEIGHT)WITH BETWEEN STUDS,TYPICAL FLOOR LINE FLOOR LINE 3-5/8"METAL STUD FRAMING AT 24"O.C.,ATTACHED TO BOX w O = 5/8"TYPE"X"GWB,TYPICAL ACOUSTIC SEALANT,BOTH ACOUSTIC SEALANT,BOTH TOP GWB 1/2"OFF SLAB,FILL BEAM WITH SIMPSON L30 CLIP ¢U SIDES SIDES WITH BACKER ROD AND SEALANT WITH#8 SCREWS,TYPICAL VARIES 24"TO29.5" Q 3-5/8"MTL.STUD PARTITION DETAIL(3A) Z 3-5 8"MTL.STUD PARTITION DETAIL 313 MTL.STUD INSUL/1-HR PARTITION DETAIL CC 6 SUSPENDED GWB SOFFIT AT WALL DETAIL = 1 1/2„=P-0" 1 1/2"=P-0" A) 1 1/2"=1'-0'' 1 1/2"=1'-lY' (� Z L 2-1/2"X 2-1/2"X 16 GA.WITH(2) 0.145 DIA.HILTI SHOT PINS WITH J MIN.1"EMBEDMENT IN CONCRETE Cn (ICC-ESR-1663),IMAGING REQUIRED (3)#10 SCREWS,TYPICAL EXISTING WOOD SUBFLOOR BOTTOM OF STRUCTURAL J 2-1/2",20 GA.MTL.STUDS, TO AVOID TENDONS,OR USE ABOVE EXISTING STEEL Z-PURLIN JOISTS Q WITH ONE(1)LAYER 5/8" BUILDING/OWNER APPROVED SLAB,VERIFY CONDITION co TYPE"X"GWB ANCHORS,AS PERMITTED 3-5/8"METAL STUD/SPREADER IN FIELD BATT INSULATION WITHLU BEAM(S)AT 24"O.C.,SECURELY co _ ATTACHED TO Z-PURLIN JOISTS WITH POLYPROPYLENE FACING BETWEEN Q SCHEDULED/EXISTING STUD HANGER-SEE SIMPSON L30 CLIPS WITH#8 SCREWS, JOISTS,TYPICAL PARTITION PARTITION DETAILS ► RESTORE FIRE PROOFING, TYPICAL O IF REQUIRED Z Z N STUD HANGER BRACE BRACING-SEE PARTITION 3/8"DIA.THREADED RIGID RODS �� Q Zco DETAILS AT 24"EACH WAY,SECURED TO HILTI X-CX-ALH-22 HANGER CLIP LU LU Q SPREADER BEAM(S)ABOVE AND WITH 14 GA.SPLAY WIRE(WITH 2-1/2"MTL. STUD FURRING DETAIL(2A) $ STUD HANGER&BRACE CONNECTION DETAIL BOX BEAM(S)BELOW WITH HILTI TIGHT TURNS)AT96"EACH WAY Q z 1 1/2"=1'-0" 3"=1'-0" X-HS HANGER CLIPS(CONFIRM) (OPTION:ATTACH WIRE TO 0 O THREADED ROD CLIP/HANGER) �0 5"METAL STUD BOX BEAM(TO O ACOUSTIC BATT INSULATION = o Lr>Z 8' 0' ACHIEVE SOFFIT HEIGHT)WITH BETWEEN STUDS/SPREADER �_ ;NCID 7i 3-5/8"METAL STUD/SPREADER BEAMS,TYPICAL p o!Of STABILIZER BAR, BEAMS AT 24"O.C.,ATTACHED c ILL. 2'-0" IF REQ'D SUPPORT ROD TO TO BOX BEAM WITH SIMPSON +¢ 5/8"TYPE"X"GWB,TYPICAL, PROJECT NO. FLOOR/ROOF STRUCT. o STRUCTURE(6 QTY.), L30 CLIP WITH#8 SCREWS, PAINT P-3(ALL EXPOSED GWB) 2308 TYPICAL - c TYPICAL ISSUE DATE COMPRESSABLE STRUT, NOTE:DISCUSS ROD SUPPORT AND SPLAY 2024-09-03 IF REQ'D WIRE ATTACHMENTS WITH DESIGNER PRIOR CURRENT REVISION 4 TURNS a WD-2 SUSPENDED —— - - TO ORDERING MATERIALS AND INSTALLATION. PLYWOOD CLOUDS AT PERMIT SUBMITTAL NOTE N0.1 MIN.WITHIN SUSPENDED FLOATING GWB SOFFIT DETAIL 1-1/2"TYP. NOTE N0.1 2 °• 2 SCHEDULED LIGHT L-9 EQ EQ 1 1/2 -1 d Building Department 2025-05-30ATE o UNATTACHED END ` ATTACHED END, FIXTURES,TYP. ALIGN EDGES g 14 WITH ISLAND APPREIVIEB REVISION DATE N A8.01 BELOW ALL EXPOSED ATTACHMENTS,RODS,NUTS,WASHERS,CAP NUTS,ETC.TO BE NATURAL FINISH Kevin Olander-07/22/2025 REVISION 1 05/30/2025 a� 1�A END CONDITION DETAIL ENLARGED PLYWOOD CLOUD No changes authorized unless approved by d° 45°MAX TYP V 1 1/2"=P-O" 1/4"=1'-0" EXISTING WOOD SUBFLOOR the Building Official 5 \ / 45°MAX TYP ABOVE So MAIN RUNNER EXISTING STEEL Z-PURLIN JOISTS 2'-2" 1" 8'-0" 6 QTY.3/8"DIA.THREADED RIGID BATT INSULATION WITH _ 2"MAX TYP RODS,SECURED TO SPREADER POLYPROPYLENE FACING BETWEEN ow"Eauo ooaess: a°3 NOTES: CROSS'T ALIGN EDGES OF PLYWOOD (S)WITH HILTI X-HS HANGER JOISTS,TYPICAL BEAM MI MOUNTAIN MATERIALS CLOUD WITH ISLAND CLIPS(CONFIRM) 7600 5TH AVENUE SOUTH 1. LATERAL BRACING CLUSTER:(4)12 GA.GALV.SOFT-ANNEALED MILD SUSPENDED 6"H GWB SEATTLE,WA 98108 SOFFIT +6'-7"AFF BELOW COMACT:GRETCHEN REIMBOLG STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2"OF CROSS'T'AND @ HILTI X-CX-ALH-22 HANGER CLIP 3-5/8"METAL STUD/SPREADER 3 SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX.ABOVE BEAM(S),SECURELY ATTACHED TO KEY PLAN 0 WITH 14 GA.SPLAY WIRE(WITH + a HORIZONTAL.CLUSTERS PLACED 12'-0"O.C.X 8'-0"AND 4'-0"MAX.FROM 12 w - o TIGHT TURNS)OPTION:ATTACH a Z-PURLIN JOISTS WITH SIMPSON L30 EACH WALL.WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. WIRE TO THREADED ROD 8„ CLIPS WITH#8 SCREWS,TYPICAL d 2. INSTALL PER 2021 IBC 1613,IBC 808,ASCE STANDARD 9.6.2.6 CATEGORY A8.01 a a � L-10 w CLIP/HANGER) 3" - 8" m o DEF,ASTM E580,ASTM C635,CISCA 3-4 AND ASCE 7-05(13.5.6.2.2). SCHEDULED COVE LIGHTING WITH o m SUPPORTING WIRES TO BE GAUGED AND SPACED PER ASTM C841 TABLE (UPPER CABS) BLOCKING(IF NECESSARY)-SET BACK 12 0 3 AND LIGHT FIXTURE SUPPORT ATTACHMENT PER ASTM E580. Lu I USE 3/4"THK.PLYWOOD(WD-1) PER MANUF.RECOMMENDATIONS t r 3. HEAVY DUTY T-BAR GRID SYSTEM. _ _ L.9 '? ALONG ALL FOUR SIDES OF EACH 7.c 4. FOR CEILING AREAS OVER 1,000 SF,PROVIDE ADDITIONAL HORIZONTAL w I NOTE:L•9 LIGHT FIXTURES TO CLOUD,TO ACHIEVE DESIRED a; 1 RESTRAINT PER CEILING MANUFACTURER'S ICC-ES EVALUATION REPORT EDGE THICKNESS °c WD-2 SUSPENDED PLYWOOD I BE PLACED ON EAST,SOUTH DOUBLE HEX NUTS AND FENDER #ESR-1308 OR#ESR-1222,AS REQUIRED. WASHERS-CONFIRM WITH SHEET NAME $o CLOUDS @+$'-0"AFF,WITH AND WEST PERIMETER SIDES c 3 5. REFER TO END CONDITION DETAIL:USE 1"SEISMIC CLIPS AT SCHEDULED LIGHT FIXTURES, 0 ONLY,AS SHOWN WITH ROUTE OUT RECESS(VERIFY SIZE) DESIGNER SECTIONS & RECOMMENDED INTERVALS. TYP.-REFER TO DETAIL 11/A8.01 "� DASHED LINES. FOR FENDER WASHER AND HEX d g 6. PROVIDE MANUFACTURER'S EVALUATION REPORT ON SITE FOR — —— NUT-FINISH WITH FLAT CAP NUT- 48"X 96"SUSPENDED CLOUD,WD-2 DETAILS INSTALLER AND INSPECTOR. FOR MORE INFORMATION 0 v w CONFIRM WITH DESIGNER (1"THK.MATERIAL)AT 8'-0"AFF wg v o O SCHEDULED PENDANT LIGHT t` L-9 14 ALIGN EDGES OF FIXTURE -_ NOTE:DISCUSS ROD SUPPORT AND SPLAY N PLYWOOOD CLOUD WITH WIRE ATTACHMENTS WITH DESIGNER PRIOR A8.01 ISLAND BELOW �TO ORDERING MATERIALS AND INSTALLATION. SHEET NUMBER 9 SUSPENDED CEILING BRACING DETAIL ENLARGED REFLECTED CEILING PLAN SUSPENDED PLYWOOD CLOUD DETAIL omof v 1 1/2"=1'-0" v 1/4"=1'-0" 1"=1'-0" Q■O a tU f N J COPVRiG11T C SCR S0 M 2'-1"U.N.O. SCR Architects IN2'-1 U.N.O. u ADA SINK AND FAUCET, 1221 E.Pike St. Suite 205 F w AS SCHEDULED Seattle,WA 98122 SCHEDULED COUNTERTOP SCHEDULED SCHEDULED ARCHITECT CONSULTANT SEAL a COUNTERTOP MATERIAL o MATERIAL COUNTERTOP MATERIAL aar EQ EQ z o = FIXED APRON,SCHEDULED DETAI 12/A. PLAM SCHEDULED HARDWARE "u A"n cY a,­ r——— ArE of wnsw cro Y INSULATE WATER SUPPLY AND DRAIN PIPES TO d 3/4"THK.ADJ.SHELF, p w _ I PROTECTAGAINST z j SECURE TO BLOCKING IN SOFFIT d CONTACT-THERE SHALL BE TYPICAL CLOSED BASE CABINET WITH * j ABOVE o z NO SHARP,OR ABRASIVE, o 6"TOP DRAWER PLUS 3 EQ. DRAWN BY: 8fT1y SURFACES UNDERNEATH CHECKED BY: C.R. CLOSED BASE CABINET, LOWER DRAWERS, USE WD-1(3/4"THK.MATERIAL) cJi w SCHEDULED PLAM SCHEDULED PLAM FOR INTERIOR MEMBERS,TYP.- v OPEN UNgER SINK APPROVED BY: C.R. ALL EXPOSED SURFACES SANDED FOR ADA ACCESS M O SMOOTH AND FINISHED WITH CLEAR COAT FASCIAITOE KICK, FASCIATOE KICK, SCHEDULED PLAM SCHEDULED PLAM 3" 3" CONSULT WITH DESIGNER ON 7 ACCESSIBLE SINK CABINET SECTION Q CLOSED BASE CABINET SECTION d CLOSED BASE CABINET SECTION VERTICAL PANEL ATTACHMENT- i 1 1/2"=P-O" v 1 1/2"=P-O" 1 1/2"=P-O" 0 NO VISIBLE SCREWS/NAILS 0 w n 1'-2" o a 2'-1"U.N.O. 2'-1"U.N.O. _ ' m U d BACKSPLASH,U.N.O. 3/4"THK.ADJ.SHELF Z d SCHEDULED SCHEDULED COUNTERTOP COUNTERTOP MATERIAL MATERIAL CLOSED UPPER CABINETS, J r` 'v z i 12 SCHEDULED PLAM J - - - USE WD-2(V THK.MATERIAL)FOR cD i 1" SCHEDULED HARDWARE Q EXTERIOR FRAME-LAMINATED EDGES I z STAINLESS STEEL SHOOT, 3/4"PLYWOOD VERTICAL EXPOSED-ALL EXPOSED SURFACES a FULL WIDTH OF OPENING, V-2" SUPPORTS(BETWEEN BAYS), �J J Q co SANDED SMOOTH AND FINISHED WITH o I ATTACH TO TOP OF DOOR- 0 WITH SCHEDULED PLAM CONTINUOUS � w CLEAR COAT J REFER TO ENLARGED ILLSCHEDULED LIGHT STRIP, Q DETAIL MOUNTED UNDERNEATH FIXED SHELF,3/4"PLYWOOD O n o CABINET DOORS WITH o SUBSTRATE WITH SCHEDULED Z �l z I I z PLAM CABINET DOOR TO BE LLJ =)oo TRASH BIN BY SCHEDULED PLAM AND FLUSH WITH APRON,AS Q z rn c I OTHERS I PULLS o VOID SHOWN LU Q iv I I 1/2"SUBSTRATE BACKING, iv \\ SCHEDULED PLAM ON ALL Z Q- ATTACHEDT01X4WOOD CLOSED UPPER CABINET SECTION z o EXPOSED SURFACES 1 1/2"=P-O" 0 0 BLOCKING WITH SCHEDULED BASE I NAILERS,SCHEDULED APPLIED TO ALL SIDES I I PLAM z o Lo Z 2"X 2"X 6"ALUMINUM 04 10 Of ANGLE-FIELD INSTALL o 2-22 j FLOOR LINE FASCIAITOE KICK, FASCIA/FOE KICK, FIXED FLOATING SHELVES WITH SCHEDULED PLAM SCHEDULED PLAM 10" PLAM-1(ALL EXPOSED EDGES/SIDES)- PROJECT NO. SUPPORT SHELF WITH CONCEALED 2308 6" 3" Ll 3° ROD STYLE BRACKETS,SECURED TO ISSUE DATE STUDS OR BLOCKING("THE ORIGINAL 2024-09-03 GRANITE BRACKET"STEEL ROUND CURRENT REVISION �1 PLYWOOD DIVIDER/SCREEN SECTION FRONT SLOT TRASH/RECYCLE BASE CABINET SECTION 6 OPEN CUBBY BASE CABINET SECTION FREE FLOATING SHELF BRACKET,OR PERMIT SUBMITTAL N 1 1/2"=1'-0" v 1 1/2"=1'-0" 1 1/2"=1'-0" o SIMILAR)-PEG QTY.AND ROD LENGTH DRAWING PLOT DATE PER MANUFACTURER'S DRAWING LOTD RECOMMENDATION-INSTALL GWB _ 5-30 SCHEDULED TILE WALL OVER BACKPLATE TO CONCEAL REVISION IDATE 2'-0" 2'-1„ AND MIRROR REVISION 1 05/30/2025 d y 1/2 ADA COMPLIANT SINK AND a'S r— FAUCET AND VESSEL s y FAUCET,AS SCHEDULED SINK,AS SCHEDULED SCHEDULED WALL ASSEMBLY N 2" '-o is SCHEDULED COUNTERTOP BACKSPLASHES ON LEFT M$� OPEN CABINET,USING, WITH FLUSH APRON,AND 6"H AND RIGHT SIDES OF SUBSTRATE MATERIAL, BACKSPLASH VANITY,SCHEDULED a SCHEDULED PLAM(ALL ———————— + COUNTERTOP MATERIAL owNEa"cwoRess: 1.3 OPEN EXPOSED SURFACES) = FLOATING SHELF SECTION MI0.MOUNTAIN MATERIALS FOR MW "THE ORIGINAL GRANITE SCHEDULED COUNTERTOP 1 1/2"=1'-O" 7600 5TH AVENUE SOUTH N SEATTLE,WA 98108 ag3" 3/4"THK.ADJ.SHELF,WITH BRACKET"#FH-24-U STEEL FREE MATERIAL 3 2-1/2"DIA.GROMMET IN r—— HANGING SHELF BRACKET 1„ COMACT:GRETCHEN REIMBOLb CENTER OF SHELF (SIMILAR OR BETTER)2.5"W X City of Arlington KEY PLAN N �— I 11"HX241 Fe SCHEDULED HARDWARE p Building Department 2a I LL Y _ APPROVED INSULATE WATER SUPPLY o z CUT-OUT FOR ELECTRICAL I\ I I w AND DRAIN PIPES TO ------- Kevin Olander-07/22/2025 o OPEN OUTLET o ° I PROTECT AGAINST O "I No changes authorized unI.SS approved by W 2 FOR MW --' 9 2!w¢ CONTACT-THERE SHALL m O N I O the Building Official 12 r _ SCHEDULED COUNTERTOP I Lu Go BE NO SHARP,OR 'v ~ ---" / CLOSED BASE CABINET, z ACCESSIBLE w ? SCHEDULED PLAM Lu Z. y n AND TRASH/RECYCLE I KNEE U w ABRASIVE,SURFACES �,., CABINET BELOW I CLEARANCE z Y UNDERNEATH c 7 2' 0" CABINET 0 ° ` I j M o 3 INTERIOR STAINLESS STEEL SHOOT, SHEET NAME N ILL FULL WIDTH OF OPENING, FACE OFWALL-PROVIDE SECTIONS & S REQUIRED BLOCKING FOR ATTACHED AT TOP OF DOOR DETAILS 3 VANITY AND MIRROR SUPPORT w o FASCIAITOE KICK, SCHEDULED PLAM dy SHEET NUMBER OPEN MICROWAVE CABINET SECTION 9 ACCESSIBLE VANITY SECTION VANITY SINK CABINET SECTION BASE CABINET RECYCLE SLOT ENLARGED DETAIL A8.02 1/2"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0" o a NOT TO SCALE tU f co J COPVRiG11T C SCR s0 M SCR Architects IN w FURRED PARTITION AND ° 3'-6" NICHE FOR SCHEDULED WC-1 2" 1221 E.Pike St. Suite 205 Z 1."-4" BACK AND SEAT CUSHIONS:USE Seattle,WA 98122 M SCHEDULED COUNTERTOP, m SS-1 3"THK.SEMI-FIRM FOAM CORE M ARCHITECT CONSULTANT SEAL o WITH POLYESTER BATTING ON � 1/2"PLYWOOD SUBSTRATE, 8879 RLcisrEREo POLISH UNDERSIDE OF CUSHIONS TO BE CONTINUOUS, AR irEcr c9 ATTACH BACK CUSHION TO SS-1 COUNTERTOP UP \ THE ORIGINAL GRANITE IF POSSIBLE(ENTIRE LENGTH)- ° TO BRACKETS / USE UPH-1 ON BACK CUSHION PLYWOOD FRAME USING METAL ou as ca o \ BRACKET",OR EQUAL,HIDDEN ArE of wnsw cro \ / COUNTERTOP ISLAND SUPPORT AND UPH-2 ON SEAT CUSHION FRENCH CLEATS1'-6"SEAT DEPTH BRACKET#I5-34(CONFIRM \ / LENGTH PRIOR TO ORDERING, PLYWOOD FRAME:USE 3/4" p0 \ / AND QTY.REQUIRED),112"THK. PLYWOOD STUDS AT 8"O.C., SECURE SEAT CUSHION TO \ / X 2-1/2"W STEEL,WITH 1/2"X 4" TYPICAL PLYWOOD FRAME WITH VELCRO 0 1'-4 4" FLANGE SECURED TO INSIDE OF c KNEE PACE CABINET FACE FRAMES-NOTCH EXPOSED SURFACES TO BE / OUT CABINET BACK FRAMES- WD-1(3/4"THK.) M DRAWN BY: amV \ INSTALL PER MANUF. / \ RECOMMENDATIONS WHERE NOTED ON 2 CHECKED BY: C.R. / ELECTRICAL PLAN,PROVIDE 41 ~¢ APPROVED BY: C.R. / \ SCHEDULED BASE CABINET J-BOX AND SPECIFIED _------------- _____________ / OUTLET MTD.FLUSH W/FACE y z 3/4"THK.FINISHED PANEL(FULL LL / \ LENGTH),PLAM-2 WD-1 BASE / WATERALL LEG BEYOND,SS-1 FLOOR LINE 2'-1 3/16"+l- BREAK ROOM ISLAND SECTION BREAK ROOM BANQUET/BOOTH SEATING SECTION 1 1/2"=1'-0" i 1 1/2"=1'-0" O w U Z J J Q w W Q LLJ Q � OM Z Z N Q W� Z Cn Z Q 3: =Z O z Q o L°Z aN10 J PROJECTNO. 2308 ISSUE DATE 2024-09-03 CURRENT REVISION PERMIT SUBMITTAL DRAWING PLOT DATE 2025-05-30 c REVISION JDATE F� REVISION 1 05/30/2025 dw 2'8 y o $£ 2'm a� owHEanx�woaess: 0 3 MI MOUNTAIN MATERIALS 7600 5TH AVENUE SOUTH d SEATTLE,WA 98108 n o CONTACT:GRETCHEN REIMBOLO KEY PLAN City of Arlington Building Department o APPROVED 12-0 Kevin Olander-07/22/2025 L Y a No changes authorized unless approved by o; the Building Official 1 8o SHEET NAME 3 SECTIONS & g DETAILS Ws d.. d„ SHEET NUMBER Go t A8.03 co INTERNATIONAL BUILDING CODE 0BCI 2021 STRUCTURAL STEEL,BOLTING ANDWELDING SPECIFICATIONS DRAWING LIST -CONCRETE AND REINFORCING SPECIFICATIONS LOADINGS 011411,81alffl- RESIDENTIAL 1. CONCRETE SHALL CONFORM TO THE INDICATED REFERENCE CODES AND STANDARDS 1. ALLEXPOSED STEEL MEMBERS,HARDWARE,FASTENERS SHALL BE HOT DIPPED GALVANIZED OR EPDXY PAINTED PER SHEET NUMBER SHEET NAME ISSUE DATE ROOF SNOW LOAD......D........................................... 25PSF ARCHITECT REQUIREMENTS.ALL CUT,REPAIRED AND EXPOSED SURFACE SHALL BE PAINTED WITH(2)COAT OF 95%LIVE LOAD........................D.......... 40 PSF EXCEPT AS MODIFIED BELOW: ZINC RICH PAINT PER ASTM A780.COLOR TO MATCH EXISTING. S-0 GENERAL NOTES AND 05-12-25 DECK,BALCONY,PLATFORM LIVE LOAD...............D.... 60 PSF info@b2engineers.com AC -"STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" RETAIL,CORRIDOR,LOBBY,WALKWAY LIVE LOAD............. 100 PSF ACI-318-"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" SPECIFICATIONS ACI-305R-"HOT WEATHER CONCRETING" 2. STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: 425-318-7047(0) OFFICE LIVE LOAD......................................................................... 50 PSF TUBE COLUMNS: ASTM A500,GRADE B(Fy=46 KSI) S-1 FRAMING PLANS 05-12-25 PARKING LIVE LOAD.................................. 40 PSF&301 WHEEL LOAD ACI-304--"COLD WEATHER CONCRETING" WIDE FLANGE COLUMNS OR BEAMS: ASTM 572 GR50 425-318-0031 (C) ACI-304--.GUIDE FOR MEASURING,MIXING,TRANSPORTING AND PLACING CONCRETE" STEEL PIPES: ASTM A53,TYPE E OR S,GRADE B(Fy=35 KSI.) S-1.1 FRAMING PLANS 05/12/25 WIND CRITERIA 2. CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS(PSI) STEEL PLATES,ANGLES AND MISC: ASTM A36(Fy=36 KSI)OR ASTM A992 S-2 FRAMING DETAILS 05-12-25 BEARING BOLTS: ASTM A325 BUILDING CLASSIFICATION............................... H ULTIMATE WIND SPEED(3 SEC GUST)MPH...... 98 MPH SLIP CRITICAL BOLTS: ASTM A325 WITH LOCK WASHERS S-3 FRAMING DETAILS 05-12-25 WIND EXPOSURE........................................... B LOCATION fc AT 28 DAYS W/C RATIO AIR CONTENT ADMIXTURES REQUIREMENTS ANCHOR BOLTS: ASTM A307(WOOD FRAMING) Grand total:5 TOPOGRAPHIC FACTOR,Kzt................. 1.0 ANCHOR BOLTS: ASTM A325(STEEL FRAMING) FOOTING 3000 PSI(DESIGN BASED ON 2500 PSI CONCRETE) SEISMIC CRITERIA SLAB ON GRADE 3000 PSI(DESIGN BASED ON 2500 PSI CONCRETE) 3. ALL SLIP CRITICAL CONNECTIONS SHALL BE ASTM A325 BOLTS AND SHALL BE ENGINEER-APPROVED,SELF-LOAD City of Arlington SEISMIC RISK CATEGORY............................... II FOUNDATION WALL 3000 PSI(DESIGN BASED ON 2500 PSI CONCRETE) INDICATING TYPES,AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SPECTRAL RESPONSE COEFFICIENT,Ss.... 1.25 COLUMN NA Building Department SPECTRAL RESPONSE COEFFICIENT,S1.... 0.45 POST TENSIONED BLDG SLAB NA 4. STRUCTURAL STEEL WELDING SHALL CONFORM TO THE AWS CODES D1.1 AND D1.3. SEISMIC SITE CLASS................................. D POST TENSIONED PARKING SLAB NA ALL WELDING SHALL CONFORM TO THE AWS CODES AND STRUCTURAL DRAWINGS,AND SHALL BE PERFORMED BY APPROVED DU IIMY(R).NCATEGORY............................... 6. TOPPING NA CERTIFIED WELDERS USING DRY E70XX ELECTRODES KevinOlander-07/22/2025 DUCTILITY(R)............................. 6.5 SHOTCRETE NA WELDS NOT SPECIFIED SHALL BE 1/4"CONTINUOUS FILLET MINIMUM.INCREASE WELD SIZE TO AWS MINIMUM SIZES, METHOD AND BASE SHEAR............................... ELF 3.PROVIDE GRADE 60 KSI(A615)FOR CONCRETE REINFORCING BASED ON PLATE THICKNESS. 4.TOTAL AIR CONTENT IS SPECIFIED IN THE TABLE ABOVE.AIR CONTENT TOLERANCE SHALL BE 1%AND SHALL BE MEASURED No changes authorized unless approved by FOUNDATION DESIGN INFORMATION AT THE POINT OF PLACEMENT.ALL CONCRETE EXPOSED TO THE WEATHER SHALL HAVE 5%TOTAL AIR REQUIRED. the Building Official 1. STRUCTURAL DESIGN,DRAINAGE,SUBGRADE PREP.SHALL COMPLY WITH SOIL REPORT: XX DEEP FOUNDATION SYSTEM: XX REQUIRED? SPECIAL INSPECTIONS(PART 1) TYPE OF INSPECTION REQUIRED? SPECIAL INSPECTIONS(PART 2) TYPE OF INSPECTION FOOTING BEARING PRESSURE: 2000 PSF ACTIVE/PASSIVE EARTH PRESSURE: 35PCF NO 1704.2.5 INSPECTIONOF-EIRICATORS PERIODIC NO 1705.4 MASONRY CONSTRUCTION Pt Bq•• Verify fabrication/quality control procedures (A)Level A,B and C Quality Assurance: ♦p,y dr_was;, S 2. ADDITIONAL NOTES/REQUIREMENTS: ❑ 1.Verify compliance with approved submittals P4 •g�,� r c XX NO 1705.1.1 SPECIAL CASES CONTINUOUS (B)Level B Quality Assurance: •°/L/jty. (. (work unusual in nature,including but not limited to alternative materials and systems,unusual 1.Verification of fm and fAAC prior to construction PERIODIC • 4'1` ` GENERAL CONDITIONS design applications,materials and systems with special manufacturer's requirements) (C)Level C Quality Assurance: 1.Verification of fm and fAAC prior to construction and for every 5,000 SF during construction PERIODIC • ' ` 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE 2.Verification of proportions of materials in premixed or preblended mortar,prestressing grout,and CONTINUOUS STRUCTURAL ENGINEER IN WRITING OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING NO 1705.2 STEEL CONSTRUCTION grout other than self-consolidating grout,as delivered to the project site ♦ Sgr -Nd WITH THE WORK.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS AND SITE 1.Fabricator and erector documents(Verify reports and certificates as listed in AISC 360,chapter EACH SUBMITTAL 3.Verify placement of masonry units PERIODIC ♦••� •♦♦ CONDITIONS BEFORE STARTING WORK. N,paragraph 3.2 for compliance with construction documents) (D)Levels B and C Quality Assurance: 2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING 2.Material verification of structural steel PERIODIC 1.Verification of Slump Flow and Visual Stability Index(VSI)of self-consolidating grout as delivered CONTINUOUS DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL 3.Embedment'(Verify diameter,grade,type,length,embedment.See 1705.3 for anchors) CONTINUOUS to the project ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 4.Verify member locations,braces,stiffeners,and application ofjoint details at each connection PERIODIC 2.Verify compliance with approved submittals PERIODIC 3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND comply with construction documents 3.Verify proportions of site-mixed mortar,grout and prestressing grout for bonded tendons P4 TYPICAL DETAILS.WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE 5.Structural steel welding: 4.Verify grade,type,and size of reinforcement and anchor bolts,and prestressing tendons and P4 STRINGENT REQUIREMENT SHALL APPLY. a.Inspection tasks Prior to Welding(Observe,or perform for each welded joint or member,the QA OBSERVE OR PERFORM AS NOTED(4) anchorages 4. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION tasks listed in AISC 360,Table N5.4-1) 5.Verify construction of mortar joints P4 SHALL BE THE SAME AS FOR SIMILAR WORK. b.Inspection tasks During Welding(Observe,or perform for each welded joint or member,the QA OBSERVE(4) 6.Verify placement of reinforcement,connectors,and prestressing tendons and anchorages LEVEL B-P4 5. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS,SECTIONS,OR DETAILS ON tasks listed in AISC 360,Table N5.4-1) LEVEL C-CONTINUOUS THESE DRAWINGS. c.Inspection tasks After Welding(Observe,or perform for each welded joint or member,the QA OBSERVE OR PERFORM AS NOTED(4) 7.Verify grout space prior to grouting LEVEL B-P4 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL tasks listed in AISC 360,Table N5.4-3) LEVEL C-CONTINUOUS ENGINEER OF ANY CONDITION THAT,IN HIS OPINION,MIGHT ENDANGER THE STABILITY OF THE d.Nondestructive testing(NDT)of welded joints:see Commentary 8.Verify placement of grout and prestressing grout for bonded tendons CONTINUOUS STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE. 1)Complete penetration groove welds 5/16"or greater in risk category III or IV PERIODIC 9.Verify size and location of structural masonry elements P4 MID MOUNTAIN 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY 2)Complete penetration groove welds 5/16"or greater in risk category II PERIODIC 10.Verify type,size,and location of anchors,including details of anchorage of masonry to structural LEVEL B-PERIODIC RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND 3)Thermally cut surfaces of access holes when material t>2" PERIODIC members,frames,or other construction. LEVEL C-CONTINUOUS 4)Welded joints subject to fatigue when required by AISC 360,Appendix 3,Table A-3.1 PERIODIC 11.Verify welding of reinforcement(see 1705.2.2) CONTINUOUS OFFICE PROCEDURES.PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION.NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 5)Fabricator's NDT reports when fabricator performs NDT EACH SUBMITTAL(5) 12.Verify preparation,construction,and protestion of masonry during cold weather(temperature P4 8. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE 6.Structural steel bolting: below 40 F)or hot weather(temperature above 90 F) REMODEL GENERAL NOTES OR THE STRUCTURAL DRAWINGS. a.Inspection tasks Prior to Bolting(Observe,or perform tasks for each bolted connection,in OBSERVE OR PERFORM AS NOTED(4) 13.Verify application and measurement of prestressing force CONTINUOUS 9. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP accordance with QA tasks listed in AISC 360,Table N5.6-1) 14.Verify placement of AAC masonry units and construction of thin-bed mortar joints(first 5000 SF CONTINUOUS ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY AND IN CONFORMANCE WITH b.lnspection tasks During Bolting(Observe the QA tasks listed in AISC 360,Table N5.6-2) OBSERVE(4) of AAC masonry) THE PROVISIONS OF PREVAILING CODE EDITION OF THE"INTERNATIONAL BUILDING CODE"(IBC) 1)Pre-tensioned and slip-critical joints 15.Verify placement of AAC masonry units and construction of thin-bed mortarjoints(after the first LEVEL B-PERIODIC AND STANDARDS REFERENCED THEREIN. a)Turn-of-nut with matching markings PERIODIC 5000 SF of AAC masonry) LEVEL C-CONTINUOUS 10. PIPES,DUCTS,SLEEVES,OPENINGS,POCKETS,CHASES,BLOCK-OUTS,ETC.,SHALL NOT b)Direct tension indicator PERIODIC 16.Verify properties of thin-bed mortar for AAC masonry(first 5000 SF of AAC masonry) CONTINUOUS BE PLACED IN SLABS,FOUNDATIONS,ETC.,NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR c)Twist-off type tension control bolt PERIODIC 17.Verify properties of thin-bed mortar forAAC masonry(after the first 5000 SF of AAC masonry) LEVEL B-PERIODIC SUCH ITEMS,UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS. d)Turn-of-nut without matching markings CONTINUOUS LEVEL C-CONTINUOUS 11. STRUCTURAL ENGINEER WILL PERFORM PERIODIC STRUCTURAL OBSERVATION DURING e)Calibrated wrench CONTINUOUS 1B.Prepare grout and mortar specimens LEVEL B-P4 18825 67TH AVE N E CONSTRUCTION OF STRUCTURAL MEMBERS AND REVIEW OF REQUESTED SUBSTITUTIONS 2)Snug-tight joints PERIODIC LEVEL C-CONTINUOUS c.Inspection tasks After Bolting(Perform tasks for each bolted connection in accordance with QA PERFORM(4) 19.Observe preparation of prisms LEVEL B-P4 SHOP DRAWINGS AND SUBMITTALS: tasks listed in AISC 360,Table N5.6-3) LEVEL C-CONTINUOUS ARLINGTON,WA 98223 7.Inspection of steel elements of composite construction prior to concrete placement in accordance OBSERVE OR PERFORM AS NOTED(4) NO 1705.5 WOOD CONSTRUCTION THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR INSTALL. with QA tasks listed in AISC 360,Table N6.1 1.Inspection of the fabrication process of wood structural elements and assemblies in accordance PERIODIC CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR STRUCTURAL ENGINEER'S REVIEW: with Section 1704.2.5 1. SLAB CONDUIT LAYOUT NO 1705.2.2 STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL 2.For high-load diaphragms,verify grade and thickness of structural panel sheathing agree with P5 2. CONCRETE OR MASONRY MIX DESIGN 1.Material verification of cold-formed steel deck: approved building plans 3. CONCRETE OR MASONRY REINFORCING a.Identification markings PERIODIC 3.For high-load diaphragms,verity nominal size of framing members at adjoining panel edges,nail P5 4. CONCRETE POST TENSIONING SYSTEM b.Manufacturer's certified test reports EACH SUBMITTAL or staple diameter and length,number of fastener lines,and that spacing between fasteners in each 4. FORMWORK 2.Connection of cold-formed steel deck to supporting structure: line and at edge margins agree with approved building plans 5. CONCRETE CURING PROCEDURE a.Welding PERIODIC 4.Metal-plate-connected wood trusses spanning 60 feet or greater:verify temporary and permanent PERIODIC 6. STRUCTURAL STEEL b.Other fasteners(in accordance with AISC 360,Section N6) restraint/bracing are installed in accordance with the approved truss submittal package 7. STUD RAILS AND HEADED ANCHOR EMBED PLATES 1)Verify fasteners are in conformance with approved submittal PERIODIC 8. WOOD FRAMING/LUMBER PACKAGE 2)Verify fastener installation is in conformance with approved submittal and manufacturer's PERIODIC NO 1705.E SOILS 9. SEISMIC HOLDOWN SYSTEM SUCH AS SIMPSON PRODUCTS recommendations 1.Verify materials below shallow foundations are adequate to achieve the design bearing capacity. PERIODIC 3.Reinforcing steel 2.Verify excavations are extended to proper depth and have reached proper material. PERIODIC DEFERRED SUBMITTALS: a.Verification of weldability of steel other than ASTM A706 PERIODIC 3.Perform classification and testing of controlled fill materials. PERIODIC b.Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, CONTINUOUS 4.Verify use of proper materials,densities,and lift thicknesses during placement and compaction of CONTINUOUS THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR INSTALL: boundary elements of special concrete structural walls and shear reinforcement controlled fill 1. ANCHORAGE OF NONSTRUCTURAL COMPONENTS c.Shear reinforcement CONTINUOUS 5.Prior to placement of controlled fill,observe subgrade and verify that site has been prepared PERIODIC 2. CANOPIES AND BALCONIES d.Other reinforcing steel PERIODIC property 3. CURTAIN WALLS 4.Cold-formed steel trusses spanning 60 feet or greater 4. EXTERIOR CLADDING a.Verify temporary and permanent restraint/bracing are installed in accordance with the approved PERIODIC NO 1705.7 DRIVEN PILE FOUNDATIONS 5. HANDRAIL AND GUARDRAIL ASSEMBLIES truss submittal package 1.Verify element materials,sizes and lengths comply with requirements CONTINUOUS 6. HEAVY HUNG FIXTURES ❑ 2.Determine capacities of test elements and conduct additional load tests,as required CONTINUOUS 7. MECHANICAL EQUIPMENT SUPPORT,SEISMIC ANCHORAGE OR RESTRAINING SYSTEM NO 1705.3 CONCRETE CONSTRUCTION 3.Observe driving operations and maintain complete and accurate records for each element CONTINUOUS 8. STEEL STAIRS 1.Inspection of reinforcing steel installation(see 1705.2.2 for welding) PI 4.Verify placement locations and plumbness,confirm type and size of hammer,record number of CONTINUOUS DRAWING INFO 9. WINDOW WASHING AND FALL PROTECTION SYSTEMS 2.Inspection of prestressing steel installation PERIODIC blows per foot of penetration,determine required penetrations to achieve design capacity,record tip 3.Inspection of anchors cast in concrete where allowable loads have been increased per section CONTINUOUS and butt elevations and document any damage to foundation element LUMBER-ANCHOR BOLTING AND NAILING SPECIFICATIONS 1908.5 or where strength design is used 5.For steel elements,perform additional inspections per Section 1705.2 SEE SECTION 1705.2 4.Verify use of approved design mix PI 6.For concrete elements and concrete-filled elements,perform additional inspections per Section SEE SECTION 1705.3 ISSUE DATE 05-12-25 1.MEET REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR SOFTWOOD 5.Fresh concrete sampling,perform slump and air content tests and determine temperature of CONTINUOUS 1705.3 DIMENSIONAL LUMBER,BEARING STAMP OF W WPA.ALL EXPOSED LUMBER SHALL BE concrete 7.For specialty elements,perform additional inspections as determined by the registered design SEE CONST DOCUMENTS PRESSURE TREATED OR EXTERIOR GRADE 6.Inspection of concrete and shotcrete placement for proper application techniques CONTINUOUS professional in responsible charge ISSUED FOR PERMIT 7.Inspection for maintenance of specified curing temperature and techniques P4 8.Perform additional inspections and tests in accordance with the construction documents SEE CONST DOCUMENTS 2.LUMBER GRADES TO BE(UNLESS NOTED OTHERWISE ON PLAN): 8.Inspection of prestressed concrete: a.Application of prestressing force CONTINUOUS NO 1705.8CAST-PLACE FOUNDATIONS PROJECT NO. 24114 WALL STUDS,2X,3 X........ HF STUD GRADE b.Grouting of bonded prestressing tendons in the seismic-force-resisting system CONTINUOUS 1.0bserve drilling operations and maintain complete and accurate records for each element CONTINUOUS WALL PLATES,2X,3X........ HF STANDARD GRADE U.N.O 9.Erection of precast concrete members P4 2.Verify placement locations and plumbness,confirm element diameters,bell diameters(if CONTINUOUS JOISTS,2 X 6:............. HF#2 a.Inspect in accordance with construction documents SEE CONST.DOCUMENTS applicable),lengths,embedment into bedrock(if applicable)and adequate end-bearing strata ENGINEER BB JOISTS,2 X 8 AND UP....... DF#2 b.Perform inspections of welding and bolting in accordance with Section 1705.2 ACCORDING TO SECTION 1705.2 capacity.Record concrete or grout volumes BEAMS,HEADERS,6X........ DF#2 10.Verification of in-situ concrete strength,prior to stressing of tendons in post tensioned concrete P4 3.For concrete elements,perform additional inspections in accordance with Section 1705.3 SEE SECTION 1705.3 BEAMS,HEADERS,4X......... DF#2,W WPA GRADING and prior to removal of shores and forms from beams and structural slabs 4.Perform additional inspections and tests in accordance with the construction documents SEE CONST DOCUMENTS REVISION SCHEDULE POSTS,4X,6X.............. DF#2 U.N.O 11.Inspection of formwork for shape,lines,location and dimensions PI LUMBER NOT NOTED HERE... DF#2 U.N.O 12.Concrete strength testing and verification of compliance with construction documents P4 NO 1705.9 HELICAL PILE FOUNDATIONS NO. DATE DESCRIPTION GLULAM BEAMS WESTERN SPECIES 24F-V4 1.Verify installation equipment,pile dimensions,tip elevations,final depth,final installation torque CONTINUOUS PSL/LVL BEAMS 2.0E OR HIGHER YE$ POST INSTALLED ANCHORS IN HARDENED CONCRETE and other data as required. Per research reports including verification of anchor type,anchor dimensions,hole dimensions,hole P2 OR AS REQUIRED 2.Perform additional inspections and tests in accordance with the construction documents SEE CONST DOCUMENTS 3.ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY THAT IS IN CONTACT WITH OR cleaning procedures,anchor spacing,edge distances,concrete minimum thickness,anchor BY THE APPROVED REPORT RESTING ON FOUNDATIONS SHALL BE PRESSURE-TREATED DOUGLAS FIR/HEMFIR IN embedment and tightening torque NO 1705.10.1 STRUCTURAL WOOD SPECIAL INSPECTIONS FOR WIND RESISTANCE CONTINUOUS ACCORDANCE TO WITH AWPA U1(PLANT/SHOP TREATMENT)AND M4(FIELD TREATMENT) 1.Inspection of field gluing operations of elements of the main windforce-resisting system P5 STANDARDS.ALL BEARING WALL PLATES SHALL HAVE 5/8"0x10")-BOLTS PLACED AT MAXIMUM 2.Inspection of nailing,bolting,anchoring and other fastening of components within the main OF 9"FROM THE END OF A PLATE AND SPACED AT INTERVALS SHOWN ON THE SHEARWALL INSPECTION NOTES: windforce-resisting system SCHEDULE(MAXIMUM 48"OC SPACING).PROVIDE BP/BPS PLATE WASHER AT ALL FOUNDATION (1).The inspection and testing agent(s)shall be engaged by the Owner or the Owners Agent,and SILL PLATE ANCHOR BOLTS.PROVIDE TWO ANCHOR BOLTS MINIMUM PER SECTION OF SILL. not by the Contractor or Subcontractor whose work is to be inspected or tested.Any conflict of NO 1705.10.2 COLD FORMED STEEL INSPECTIONS FOR WIND RESISTANCE FOR NON-SHEARWALL,PLACE ANCHORS AT 48".BOLTS IN WOOD SHALL NOT BE LESS THAN 7 interest must be disclosed to the Building Official prior to commencing work.The qualifications of 1.Inspection during welding operations of elements of the main windforce-resisting system PERIODIC DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER. the Special Inspector(')and/or testing agencies may be subject to the approval of the Building 2.Inspections for screw attachment,bolting,anchoring and other fastening of components within the PERIODIC Official and/or the Design Professional. main windforce-resisting system 4.NAILS:COMMON WIRE NAILS.NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1. (2).The list of Special Inspectors may be submitted as a separate document,if noted so above. (3).Special Inspections as required by Section 1704.2.5 are not required where the fabricator is NO 1705.10.3 WIND RESISTANCE INSPECTIONS 5.PRESSURE TREATED WOOD:ALL NAILS INTO PT WOOD SHALL BE HOT DIPPED GALVANIZED approved in accordance with IBC Section 1704.2.5.2 1.Roof cladding PERIODIC PER ASTM A153 OR STAINLESS STEEL.ALL METAL CONNECTORS IN CONTACT WITH PT WOOD (4).Observe on a random basis,operations need not be delayed pending these inspections. 2.Wall cladding PERIODIC SHALL BE HOT DIPPED GALVANIZED AND MEET ASTM A653 CLASS G185(1.85 OZ OF ZINC PER SO Perform these tasks for each welded joint,bolted connection,or steel element. FT MINIMUM)OR TYPE 304/316 STAINLESS STEEL SIMPSON Z-MAX CONNECTORS MEET THIS (5).NOT of welds completed in an approved fabricators shop may be performed by that fabricator NO 1705.11.1 STRUCTURAL STEEL SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE SEEAISC 341 GENERAL NOTE S REQUIREMENT.FASTENERS AND CONNECTORS USED TOGETHER SHALL BE OF THE SAME TYPE when approved by the AHJ.Refer to AISC 360,N7. INSPECTION OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC 341 (E.G.HOT DIPPED NAILS WITH HOT DIPPED HANGERS) LEGEND: NO 1705.11.2 STRUCTURAL WOOD SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE A N D 6.ALL LUMBER WITH A LEAST DIMENSION OF 2"(NOMINAL)SHALL BE STAMPED"SURFACE-DRY" C CONTINUOUS INSPECTION 1.Inspection of field gluing operations of elements of the seismic-force resisting system CONTINUOUS AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NO MORE Pi PERIODIC INSPECTION PRIOR TO CONCRETE PLACEMENT 2.Inspection of nailing,bolting,anchoring and other fastening of components within the seismic- P5 THAN 19 PERCENT.LUMBER WITH A LEAST DIMENSION OF 4"(NOMINAL)OR GREATER SHALL BE P2 PERIODIC INSPECTION PRIOR TO INSTALLATION OF ELEMENT force-resisting system SPECIFICATIONS STAMPED"SURFACE-GREEN"AND AIR-DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19 P3 PERIODIC INSPECTION PRIOR TO USE ON PROJECT(ONCE ONLY) PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. P4 PERIODIC INSPECTION AT LEAST ONCEADAY NO 1705.11.3 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION SPECIAL INSPECTIONS P5 PERIODIC INSPECTION AFTER ELEMENT IS IN PLACE FOR SEISMIC RESISTANCE (1 O 7.NOTCHING AND BORING OF BEAMS AND JOISTS IS NOT ALLOWED WITHOUT PRIOR APPROVAL S VERIFY WITH SOILS ENGINEER 1.Inspection during welding operations of elements of the seismic-force-resisting system PERIODIC `\J OF THE STRUCTURAL ENGINEER OF RECORD. T MATERIAL TEST REQUIRED 2.Inspections for screw attachment,bolting,anchoring and other fastening of components within the PERIODIC seismic-force-resisting system Copyright b2 Structural Engineers 2008 PLAN CALLOUT AND DESCRIPTIONM NUMBER DESCRIPTION info@b2engineers.COm 1 ALL EXISTING STEEL COLUMNS TO REMAIN 425-318-7047(0) 6 2 EXISTING FRAMING OR WALL TO REMAIN 425-318-0031 (C) 3 35OS162-43 AT 16"STUD WALL WITH 1/2"OSB SHEATHING(#8 SCREW AT 12" s-z AT PERIMETER AND INTERMEDIATE FRAMING).PROVIDE 12"X5"TITEN HD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O I SCREW AT 36"BOTTOM PLATE ANCHORS 4 EXISTING WOOD POST TO BE REMOVED.PROVIDE TEMPORARY SHORING TO -.1fi'STUS-07H1R'OSBSHEATHING11 NAILSATfi'ATPER,ME IRANDAT,2•AT FLOOR JOISTS ABOVE PRIOR TO POST REMOVAL. N 7 INTERMEDIATE FRAMING).PRONDE I2'%#'TREN HD SCREW AT 3fi'BOTTOMRLATA NOHORS. 5 EXISTING INTERIOR WALL TO BE REMOVED.PROVIDE TEMPORARY SHORING ERNAT,ME"'DGEM T B DDEPER"""D E°' PRIOR TO WALL REMOVAL IF REQUIRED Y I I I SEEARCH.DWCS FOR WPll OPENING LOCATIONS. 6 6X6 OR 4X8 DF#2 POST v ✓ 9 PROV,DE MD GHEA➢ERANDOPENINGFRAMI"GPER 7 2X4 AT 16"STUD WALL WITH 1/2"OSB SHEATHING(8d NAILS AT 6"AT ICI DETAIL CIS3 SHEATHING PERIMETER AND AT 12"AT INTERMEDIATE FRAMING).PROVIDE 12"X5"TITEN ❑ 1LIATow",EPER"A11ETERRAN111 ✓ HD SCREW AT 36"BOTTOM PLATE ANCHORS.ALTERNATIVELY,USE METAL 7 GI.PROVIDE IP'%S TITEN NO VI SCREWAT 3G BGTTOMPIATEANGHORS. i() STUDS PER PLAN NOTE#3 ALTERNATNELYUSEMETALSTUDSPERPINNNOTE#3 w f 8 SEE ARCH.DWGS FOR WALL OPENING LOCATIONS.PROVIDE NEW BOX �- iE ao nv aaIHOFRio°rs iowALLREMO ALIFE HEADER AND OPENING FRAMING PER DETAIL A/S-3 I) REOUIREO w, 9 SEE ARCH.DWGS FOR WALL OPENING LOCATIONS.PROVIDE WOOD HEADER 1 AND OPENING FRAMING PER DETAIL C/S-3 I ❑ SEE AR CH.OWGSFOR—OPENING S-2 $ LOCATIONERROVIDENEWBOXHFADERANDOPENING V+ ✓ ��R1 8q FRAMING PER DETAIL A53 IA Paaj-wA6y� s� I M � I 2 • /N P S2 F2 s'NSNE �r;.• AN 'I. 51 2'AT111AS GRE 1DWALL*AT RH 112'CGB- F-2 6%80R4%B DF#2 PoSi a 6%fi OR4%BDF#2 PoST �•'1.::::�� 3 INTERMEDIATE FPAMINGITPRONDEI 5'TI EN HD I SCRFN AT 38'BOTTOM PLATE ANCHORS I I I I I TOPOSTRE�I��roFooRolsrsaBo PRIDR ISOLATED FOOTING SCHEDULE 35P5162d3 AT 1E NEW WUL WITH PERIMETER TO POST REMOVAL. INERMEDIIATE SCREW AT It AT RONDERI TITEN INTERMEDIATE OTOMGLPRQM,D10RS TMENHD ID TYPE WIDTH LENGTH THICKNESS COUNT REINFORCEMENT SCREWAT 35 BOTTOM FIATEPNCHORS F-2 IRECTANGULARI 30" 1 30" 1 10" 1 9 13-#5 E.W. (BOT) ALL EXISTINGSTEEL DOwMNSTO REMAIN ------ - --FZ------------- ----- ---g - - ------------- - ------------ - 4 OFDFICOUNTAIN 2.5 STD PIPE IA 2.5 STD PIP 1❑AUExlsn"csTFELcowmrvsTOREMAw REMODEL City of Arlington IJ Building Department APPROVED Kevin Olander- 07/22/2025 No changes authorized unless approved by 18825 67TH AVE NE LL the Building Official ARLINGTON,WA 98223 rTzl-rzsz-r_r_zs z-r_z F-2 F-2 P IMPORTANT NOTES ON DRAWING REVIEW.FIELD VERIFICATION,TEMPORARY SHORING I,I Jy AND WATERPROOFING: ❑$ TEMPORPRYSHORINO PRIOR G. WALLR@O AL IFE IJ REQUIRED 1.CONTRACTOR MUST REVIEW STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION& NOTIFY DESIGN TEAM/OWNER OF ANY DISCREPANCY IN COMPARISON WITH I� ARCHITECTURAL DOCUMENTS OR FIELD CONDITIONS. I'Lrr_z x 2.IN REMODEURETROFIT PROJECTS,CONTRACTOR MUST FIELD VERIFY&NOTIFY DESIGN TEAM/OWNER OF EXISTING MECHANICAL,PLUMBING,AND ELECTRICAL LINES THAT MAY INTERFERE WITH STRUCTURAL WORK PRIOR TO CONSTRUCTION. J STRUCTURAL DRAWINGS MAY NOT REFLECT ALL EXISTING FRAMING CONDITIONS DUE TO LIMITED AVAILABLE INFORMATION. ri &CONTRACTOR IS SOLELY RESPONSIBLE IN PROVIDING PROPER TEMPORARY SHORING - - - - -- - - - - - - - - - - - 3 PRIOR TO REMOVING ANY STRUCTURAL ELEMENTS. ICI 4.ENGINEER IS NOT RESPONSIBLE FOR WATERPROOFING SYSTEM OR DETAILS. CONTRACTOR/OWNER SHALL CONSULT WITH QUALIFIED PROFESSIONALS AS REQUIRED IMPORTANT NOTES ON FOUNDATION AND FRAMING: 1.ALL FOOTINGS SHALL BEAR ON SUITABLE SOIL SUCH AS AT MIN.OF MEDIUM DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL TO AT LEAST 95%OF MAX.DRY DRAWING INFO IJ DENSITY BASED ON ASTM D1557.GEOTECHNICAL ENGINEER MAY INSPECT TO VERIFY E%IST,NG FRAMING OR-11.REMAIN THATTHEFOUNDATION WILL BEAR ON SUITABLE MATERIAL. 2.FOR FRAMING LUMBER TYPES AND GRADES,AND CONCRETE MIX REQUIREMENTS PLEASE SEE S-0 ISSUE DATE 05-12-25 3.FOR PLYWOOD/OSB SHEARWALL SCHEDULE&HOLDOWN ANCHOR SIZE AND EMBEDMENT,PLEASE SEE S-XX 4.FOR COMMON HEADER FRAMING DETAIL AND HEADER SIZE,SEE S-XX ISSUED FOR PERMIT F-2 5.PROVIDE(2)2X6 OR(3)2X4 STUD POSTS AT EACH END OF BEAMS,UNLESS NOTED OTHERWSE ON PLAN 1 T_z1zXT_7Xz1z7Jz1z1] PJJ 6.SLA OINGRADESHALLBEMIN.4"THICKWITH#3AT18"EACHWAY(ATMID-DEPTH) PROJECT NO. 24114 2.5 STD PIPE ON 6"COMPACTED CRUSHED ROCK.SAWCUT JOINT(V DEEP)AT 15 FT MAX.SPACING EACH WAY SHALL BE DONE WITHIN 4 TO 12 HOURS AFTER FINISHING,DEPENDING ON _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WEATHER. ENGINEER BB -- --- ................. -------- ---- - 2 7.FLOOR SHEATHING SHALL BE 3/4"PLYWOOD OR OSB WITH 10d AT 6"NAILING AT F 2 1 T EDGES&BLOCKING AND AT 12"AT FIELD J 8.ROOF SHEATHING SHALL BE 1/2"PLYWOOD OR OSB WITH 8d AT 6"NAILING AT EDGES REVISION SCHEDULE P� z 1_T_ 7T_- zlz1z = zXz r_:z z X z7 &BLOCKING AND AT I2"AT FIELD I� �I IMPORTANT NOTES ON TRUSS AND LUMBER PACKAGE/LUMBER PACKAGE REVIEW: NO. DATE DESCRIPTION I I I 7-L71 i 1.TRUSS FRAMING LAYOUT SHOWN IS GENERAL CONCEPT ONLY.CONTRACTOR/ TRUSS SUPPLIER MUST SUBMIT TRUSS SHOP DRAWINGS INCLUDING TRUSS TEMPORARY/PERMANENT BRACING PLANS FOR ENGINEER'S REVIEW 2.TRUSS FRAMING PROFILE/LAYOUT SHOULD CONFORM TO BOTH STRUCTURAL AND ARCHITECTURAL DRAWINGS.ANY DEVIATIONS SHALL BE APPROVED BY ENGINEER/ ARCHITECT PRIOR TO TRUSS DESIGN WORK. II ❑5 TEMvaRnRvsNOR1MALL G PRIOR TO wuL REMOVALIIF 3.TRUSS DEFLECTION CRITERIAS: REQUIRED FLOOR/DECK TOTAL LOAD=U480 ROOF TOTAL LOAD=U240 N _I FLOOR/DECK LIVE LOAD =U600 ROOF SNOW LOAD=L/300 I� ••MAXIMUM TOTAL LOAD DEFLECTION SHOULD NOT EXCEED 1.0"IN ALL CASES ✓i [!j EMATIINGFRAMN. MOLLTOREMAIN 4.FLOOR/R;OF FRAMING LAYOUT AND CONNECTORS(SUCH AS LUMBER PACKAGE BY N SUPPLIERS MUST BE SUBMITTED FOR ENGINEER'S REVIEW PRIOR TO CONSTRUCTION FRAMING SYMBOLS: ///,��\ SS24 SIMPSON WSW WOOD p CONTINOUS _—_—_—_—_—_ _—_—_—_—_—_—_ _—_—_ _—_—_—_— —_—_ _ _ --_ - - - - _ _� "I I STRONG WALL(24"WIDE) POST FRAMING PLANS �SW6 PLYWOOD POST STOPS SHEARWALL a BELOW THIS FLOOR /dam POST STARTS AT A SHEARWALL HOLDOWN V THIS FLOOR MAIN FLOOR S-1 1/4"=1'-0" n LIE4 ENDOAND NOTES Copynght IS2 Structural Engine S 2008 LN 6 info@b2engineers.com s-z 425-318-7047(0) _-_-_-_-_-_-_-_-_-_-_- 425-318-0031 (C) III I I I III I I I I III I I I III I I 3/4"APA PLYWOOD ROOF SHEATHING WITH 101 NAIL 6" Ili O.C.AT EDGES AND AT 12"O.C.FIELD NAILING I 2) III I I III I I III I I I II II NEW 1.75X9.25 LVL III 2.2E JOISTS AT 16" II II III I I ♦♦aaa♦♦ III ♦ t g Ill II ♦ p� wAs,o9♦ g 19'_0" S III ♦ (, r. i 2 II II �—Y S_2 � g I I ♦♦�SlOa.EF<:1 114 LVL 2.0 BEAM(B2-5) HSSI0XBX3/8 S-2 NEW 10"X3" Ir Z-PURLIN AT 16" NEW 1.75X9.25 LVL NEW 1.75X9.25 LVL (68 MIL NEW 10"X3" 2.2E JOISTS AT 16" 2.2E JOISTS AT 16" 3/4-APA PLYWOOD ROOF SHEATHING Z-PURLIN AT 16" — I #8 SCREWS @ 6"O.C.AT EDGES& (54 MIL. BLOCKING AND#8 @ 12"O.C.AT FIELD I 4 - - - -g - - - - - - MID MOUNTAIN g HSS10X10X5/8(B24) OFFICE I REMODEL I I HSS10X6X3/8 62-3 I I 18825 67TH AVE NE --------- ------- ARLINGTON,WA 98223 I l � EXISTING FRPMINGORWALLTO REAWN l HSS10X10X3/4(132-1) I I I I I I I III I I I I —_---_—_— I ------------- ----------------I I I EXISTING 10"X3" EXISTING 10"X3" Z-PURLIN AT 16" Z-PURLIN AT 16" HSS10X6X3/8(82-3) I DRAWING INFO I I SS10X6X3/8(82-2 III ISSUE DATE 05/12/25 P II P I I 01 8 ------ ------------------ - ISSUED FOR PERMIT s 2 PROJECT NO. 24114 ENGINEER Designer REVISION SCHEDULE S-2 NO. DATE DESCRIPTION HSS10X6X3/8(B2-3) III 1`1 EXSTING FRPMING OR WALL iO REMI.IN I I ITI I I I I I I I I City of Arlington --- ---- ----------- ----------- - ----- -—-—-—-—H----------------------I -� Building Department APPROVED Kevin Olander-07/22/2025 FRAMING PLANS No changes authorized unless approved by the Building Official UPPER FLOOR S- - . - 1/4"=1'-01, Copynght b2 Strua-I Engineers 2008 54 MIL.DEFLECTION TRACK SCREWED TO EXISTING METAL DECK(CONTRACTOR 4 q info@b2engineers.com TO AVOID PUNCTURING EXISTING WATERPROOFING) 425-318-7047(0) 425-318-0031 (C) EXISTING SHEATHING EXISTING PURLINS L2.5XL2.5X3/8X8" EXISTING CEILING ——— —— — —— — — (BOTH SIDES) TO REMAIN _ STEEL TUBE PER PLAN CEILING PANEL,GRID AND WIRES PER ARCH.DWGS TYP CEILING PANEL,GRID AND III 2@4 WIRES PER ARCH.DWGS 3 Section 3 P5� ,,A gas•• EXISTING EXTERIOR FLOOR SHEATHING AND 1 1/2"=1._0 5 WALL TO REMAIN NAILING PER PLAN. x LVL RIM BOARD WITH#8X2"SCREW rNE W FLOOR JOISTS,SHEATHING #SX2"AT 6"(PREDRILLED EXISTING SHEATHING (I AND SCREWS PER PLAN MAYBE REQUIRED) ♦ ::'L.. AT 6"(TOP&BOT) L70 OR LS70 CLIP 0-YP) AC CAP(BOTH NEW FLOOR BEAM SIDES)OR SIMILAR AND JOIST PER PLAN NEW JOIST PER PLAN (PROVIDE LU OR LUS TO LINE UP WITH HANGER) METAL STUD BELOW L ',\ 1/4" STEELTUBE 350T162-54 TOP TRACK W/(2) PER PLAN #8 SCREWS AT EACH STUD POST PER PLAN 1/2X6X6 STEEL PLATE EXISTING Z-PURLIN i f EXISTING SLAB ON (CUT TO FIT) EXISTING CONCRETE GRADE TO REMAIN FOOTING TO REMAIN P I I SEE ARCH.DWGS FOR WALL OPENING ° MID MOUNT/t I N LOCATIONS.PROVIDE NEW BOX HEADER /'1 AND OPENING FRAMING PER DETAIL A/S-3 II III III III 4 Section OFFICE 1 1/2"=V-0" REMODEL ❑ SCR EWADT36'BOTTOM-21 DI N PS PERITEN HD •2 1/2Sectio 11 NEW STEEL POST PER PLAN STEEL POST LVL RIM FIT DEEP) WITH BOARD SHEATHING NEW AT PER PLAN 1/2"X6X6 PLATE WITH(4) (CUT TO PR 1/4" VIDE 12"X5"TITEN HD SCREW 6" 1/2"X4"STRONG BOLT 2 18825 67TH AVE NE ATO36"BOTTOM PLATE ANCHORS CUT EXISTING SLAB ON ARLINGTON,WA 98223 `a GRADE FOR NEW FOOTING EXISTING SLAB ON GRADE (SEE SCHEDULE FOR SIZE 1/2"PLATE AND REINFORCING) JOIST PER PLAN NEW Z-PURLIN LU/LUS HANGER O TO LINE UP WITH 35OT162-43 BOTTOM TRACK W/ - (2)0.157"X 3/4"PAF a 12'O.C.— — — — — — i 2-g— — — METAL STUD BELOW 48 SCREWS TOP TRACK U(2) STAGGERED(SEE DET.B/S-'3)—_ _ #8 SCREWS AT EACH STUD -III- -III III III III—III—III—III—III—III—III—III—III—III—III- METAL STUD AND SHEATHING PER PLAN n Section 1 n Section 5 L 1/2"=1'-0" 5 1"=1'-0" SHEATHING AND NAILING PER PLAN DRAWING INFO ISSUE DATE 05-12-25 LVL RIM NEW JOIST PER PLAN ISSUED FOR PERMIT (TO LINE UP WITH STUD BELOW) PROJECT NO. 24114 ENGINEER BB YY6 ATiS'SMDERIMFE DATISHEATHING as NaLSArs PE 1NG)RANDArirnr ] IMERMEOIATE FRAMINGI�PROVIOE IT%5'TrtEN HD REVISION SCHEDULE AL=ATIVELY'UGE METAL SMS GER P-NOTE#3 NO. DATE DESCRIPTION PROVIDE 12"X5"TITEN HD SCREW AT36"BOTTOM PLATE ANCHORS 2X4 PT SILL PLATE&WITH BP WASHER AT 36" EXISTING SLAB ON GRADE City of Arlington 6 Section 6 Building Department 3/4"=1'-0" APPROVED Kevin Olander-07/22/2025 FRAMING No changes authorized unless approved by DETAILS the Building Official S-2 Copynght b2 Structural Engineers 2008 DBL STUD BELOW TRIMMER ABOVE 2x4 TO MATCH SOLID 2x4 BLKG(VERT GRAIN) AREA OF info@b2engineers.com BACK-TO-BACK JAMB STUDS ABOVE 350T125-43 TOP TRACK CONNECTION TO TOP JAMB SCHEDULE 425-318-7047(0) TRACK PER B/S-3 FLOOR ABOVE OPENING HEIGHT(FT) JAMB STUD SIZE 425-318-0031 (C) 0'-0"TO 6'-6" 362Si6243 EGS —EACH END BOXHEADER CONNECTION PER B/S-3 1 TRIMMER AND 2 KING STUD NAILED BOX BEAM TOGETHER OR POST PER PLAN PER SCHEDULE BOX HEADER SCHEDULE = JAMBSTUD LEVEL OPENING HEADER REF.TO JAMB SCHEDULE OPENING HEIGHT(FT) HEADER SIZE SEE HEADER SCHEDULE ALL 4 FT MAX. 4X8 DF#2 U.N.O. x (7 x 0'-0"TO 6'-0" (2)3505162-03+(2)350T125-03 WITH#8 SCREW AT 12" ALL 6 FT MAX. 4X10 DF#2 U.N.O. Z 2x SILL w u �3505762-43 STUDS O 'OPENING W IDTH 16"O.C.W/15/32'PLY 350T12543 SILL OR OSB SHEATHING PROVIDE NOTE: UNDERI POSTS t. AT STUD/PLATE • "- CONNECTION,PROVIDE P tpc wAe,��cS,P�• (4)Sd TOENAIL OR CONC.SLAB BELOW -350T125-0 (2)16d END NAIL3 BOTTOM TRACK • r • A CFS HEADER DETAIL TYP.WALL OPENING FRAMING ••: -1A1.• � 1/4"=1'-0" N.T.S. •• City of Arlington Building Department APPROVED Kevin Olander-07/22/2025 No changes authorized unless approved by MID MOUNTAIN the Building Official OFFICE REMODEL TYPICAL TOP TRACK RUNNER TRACK,SEE 1-1/2"x1-1/2 WALL STUDS, REF.SECTIONS FOR SECTIONS FOR SIZE& "x16GA CLIP SIZE/GAUGE (2)0.157"DIA.HILTI JAMB 18825 67TH AVE NE SEE SECTION ATTACHMENT. STU ANGLE(SOksi),5-1/2"LONG X-U P.D.F.w/3/4" D' FOR O w/(2)SCREWS EACH LEG. EMBEDMENT ARLINGTON,WA 98223 SIZE/GAUGE. (TYP.@ EACH STUD) (2)ROWS OF 0.157"DIA. LOCATED AS SHOWN HILTI X-U P.D.F.s w/3/4" Q EMBEDMENT @ 8"o.c. x (E)CONCRETE SLAB NOTE: p I WALL x I STUDS,PER USE 75U50-54(33ksi) 0y PLAN, CRC FOR WALL STUDS 1' 1 WITH DEPTH LESS Q \ a\ o J #10-16 SCREWS THAN 2 z —— — , EACH FLANGE TYPICAL WALL STUDS, CONCRETE SLAB NOTE: 150U50-54(33ksi)CRC LOCATED AS REF.SECTIONS FOR (BY OTHERS) 16GA L3X3X0'-4"ANGLE W/(2)#12 SHOWN IN DETAIL 14,15/S-1 SIZE/GAUGE. NOTE: METAL SCREWS AND(2)0.1570 X 1. V.I.F.LOCATIONS OF P/T TENDONS 3/4"X-U P.A.F.INTO CONCRETE AT 2" TYPICAL SPLICE:USE(1)12"LONG 150U50-54(33ksi) NOTE: PRIOR TO INSTALLING BOTTOM 1. V.I.F.LOCATIONS OF P/T TENDONS O.C.EACH.SIDE OF JAMB(TWO INVERTED CRC,CENTERED OVER SPLICE LOCATION w/ TRACK ANCHORS. PRIOR TO INSTALLING BOTTOM TRACK ANGLES TOTAL) (3)#10-16 SCREWS ON EACH SIDE OF SPLICE. 1. REF.4/S-3 FOR CONNECTIONS ANCHORS. DRAWING INFO AT JAMB STUDS. DETAIL 1-CRC LATERAL BRACING DETAIL DETAIL 2-TOP TRACK DETAIL DETAIL 3-BASE ATTACHMENT TO CONCRETE DETAIL 4-JAMB STUD BOTTOM CONNECTION ISSUE DATE 05-12-25 2"x2"x16GA CLIP ANGLE,Fy=50ksi, 600T162-68 x 1'-0"LENGTH w/(4)#12 ISSUED FOR PERMIT 1/2"SHORTER THAN STUD DEPTH.(3) SCREWS AT EACH SIDE @ 3"o.c. SEE DETAIL ABOVE FOR TOP&SCREWS EACH LEG.(TYP. (OCCURS AT BACK-TO-BACK JAMBS TRACK SHOE BOX JAMB PROJECT NO. 24114 (E)CONCRETE SLAB TOP BOTTOM OF HEADER) ONLY) INFORMATION. STUD ENGINEER BB 2"x2"x16GA CLIP ANGLE,Fy JAMB STUDS.SEE CRIPPLE STUDS,SEE =50ksi,1/2"SHORTER THAN REVISION SCHEDULE SCW5.5 W/(2)#14 ELEVATION FOR SIZE& ELEVATION FOR STUD DEPTH.(3)#10-16 SHOULDERED SCREWS QUANTITY. INFORMATION. SCREWS EACH LEG. (E)CONCRETE SLAB NO. DATE DESCRIPTION INTO STUD AND(4) x" 0.157"0 X 3/4"X-U P.A.F. SEE DETAIL ABOVE 600T162-68 x T-0"LENGTH w/ INTO CONCRETE •�O FOR TRACK SHOE (4)#12 SCREWS AT EACH SIDE SILL TRACK,SEE od x x x OR(4)3/16"0 TITEN 2 INFORMATION. @ 3"o.c.(OCCURS AT ELEVATION FOR SIZE& CONCRETE SCREWS W/ BACK-TO-BACK JAMBS ONLY) GAUGE. WASHERS TO ACHIEVE TOP TRACK #10-16 SCREWS 3/4"EMBED AT GARAGE EACH FLANGE DOOR OPENING NOTE: JAMB STUDS. r SEE ELEVATION JAMB STUD 1.ADD DEFLECTION CLIP AT BOTH FOR SIZE& CRIPPLE STUDS,SEE (BACK-TO-BACK AT SIM.) SIDES OF BACK-TO-BACK AT SIM. (1)#10-16 BOXED HEADER, QUANTITY. ELEVATION FOR NOTE: SCREW EACH SEE ELEVATION INFORMATION. FLANGE. 1. V.I.F.LOCATIONS OF P/T TENDONS 16GA L3X3X0'-5 1/2"ANGLE W/(6)#12 2.REF.PLAN FOR GARAGE DOOR 1 #10-16 SCREW FOR SIZE&GAUGE. E H FL SCREW OPENING LOCATION EACH FLANGE @16"o.c. EACH FLANGE. TRACK ANCHORS.PRIOR TO BOTTOM 3/4'TX-USP.A.F.INTO CONCRETE0 T 1 FRAMING MAX ANGLES TOTAL)SIDE OF JAMB(TWO DETAILS DETAIL 5-JAMB STUD TOP CONNECTION DETAIL 6-BOX HEADER DETAIL 7-SILL DETAIL 8-BACK-TO-BACK JAMB STUD BOTTOM CONNECTION B FRAMING DETAILS S-3 L N.T.S. Copynght b2 Structural Engineers 2008 SCRIArchitects 1221 East Pike St, Suite 205 Seattle,WA. 98122 206.458.7517 www.scr-arch.com July 14, 2025 Re: Project#6145 This is a scope of work for the Permit Revisions submitted. The additional Structural Sheets address modifying/supporting the existing Z-girts/joists to accommodate the span once the South wall of the Break Room is demolished for the expansion of that space. The Architectural changes add cosmetic updates and new plumbing fixtures to the Existing Locker Rooms and Office Rest Rooms (no changes to layouts.) Vestibule 113 is enlarged and Vestibule 121 was added. A new Office 104 is proposed. The Break Room 115 Casework and Plumbing Layouts are modified from the original Permit Set layout. Lastly, it is proposed to demolish the existing modular walls and standard building stud walls of the Testing Room 112 area. Thank you so much for your time. If you have any questions, please do not hesitate to contact us. Sincerely, Chris Reinhart Principal SCRIArchitects Scope of work for Permit Revisions—Mid Mountain Materials Lunch Room 18825 67th Ave. NE Arlington,WA 98223 °PIRIGIT © SCR a 11TECTS w SCR I Architects 1221 E.Pike St. Suite 205 z Seattle,WA 98122 w MID MOUNTAIN MATERIALS LUNCH ROOM 2P ARCHITECT I CONSULTANT SEAL U O z GENERAL NOTES PROJECT DATA SHEET INDEX 8879 AR°'S EST O 1. ALL WORK ON THIS PROJECT SHALL BE IN CONFORMANCE WITH ALL LOCAL CODES AND Scott cannor ORDINANCES AND SHALL CONFORM TO ALL LOCALLY ADOPTED BUILDING CODES. PROJECT NAME: MID MOUNTAIN MATERIALS LUNCH ROOM ARCHITECTURAL srnrE of wASHINCTON 18825 67TH AVE. NE 2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO WORK. VERIFY AND COORDINATE EXISTING ARLINGTON, WA 98223 AO.01 COVER SHEET SITE AND BUILDING CONDITIONS IN RELATIONSHIP TO NEW WORK. IF DISCREPANCIES ARE NOTED, THE CONTRACTOR SHALL CONTACT THE ARCHITECT PRIOR TO WORK FOR CLARIFICATION. OWNER: GARY MOFFIT A0.02 CODE REVIEW GRETCHEN REIMBOLD 3. IF CONFLICTS ARE FOUND BETWEEN THE DRAWINGS AND/OR THE SPECIFICATIONS, THE 7600 5TH AVENUE SOUTH AO.04 ACCESSIBILITY DIAGRAMS CONTRACTOR SHALL SEEK WRITTEN CLARIFICATION FROM THE ARCHITECT OR PROVIDE THE SEATTLE, WA 98108 MORE EXPENSIVE. PHONE: 206-762-7600 AO.05 MAIN FLOOR EXITING PLAN DRAWN By amV 4. UNLESS OTHERWISE NOTED, EXISTING ITEMS TO REMAIN ARE SHOWN IN A LIGHTER LINE CHECKEDBV: C.R. WEIGHT THAN NEW ITEMS. ARCHITECT: SCR ARCHITECTS AO.06 MEZZANINE LEVEL EXITING PLAN APPROVED BY: C.R. 1221 5. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE E. PIKE ST. SUITE 205 SEA DRAWINGS AND ACTUAL FIELD MEASUREMENTS. PROMPTLY NOTIFY THE ARCHITECT IF EATTLE, WA 98122 A1.00 SITE PLAN DISCREPANCIES ARE FOUND. CONTACT: CHRIS REINHART PHONE: 206-852-5192 A2.00 FOUNDATION DEMO PLAN 6. ITEMS NOTED AS 'TYPICAL' ON ANY DRAWING SHALL APPLY TO ALL DRAWINGS. 7. CONSULTANT DRAWINGS ARE DIAGRAMMATIC AND SUPPLEMENTARY TO THE ARCHITECTURAL PROJECT DESCRIPTION: TENANT IMPROVEMENT. A2.01 MAIN FLOOR DEMO PLAN DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR & SUB CONTRACTOR TO A2.02 MEZZANINE LEVEL DEMO PLAN BID AND INSTALL THEIR WORK IN ACCORDANCE WITH THE ARCHITECTURAL DRAWINGS. ANY ESTIMATED PROJECT VALUE: $ 150,000 DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEER(S) DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BY WRITTEN AREA OF WORK: 1,530 S.F. REMODEL OF FIRST FLOOR A2.10 FOUNDATION PLAN NOTIFICATION FOR CLARIFICATION PRIOR TO THE COMMENCEMENT OF THE WORK AFFECTED. LUNCH ROOM AND 670 S.F. ADDITION TO THE 8. THE CONTRACTOR SHALL PROTECT, REPAIR, MODIFY AND/OR REPLACE ALL UTILITIES, MEZZANINE LEVEL. A2.11 MAIN FLOOR PLAN - PHASE 1 O PAVEMENTS, PUBLIC & PRIVATE PROPERTIES, INSTALLATIONS, STRUCTURES, BUILDINGS OR PORTIONS OF, ABOVE OR BELOW GROUND DURING THE COURSE OF CONSTRUCTION TO EXISTING ZONING: GI - GENERAL INDUSTRIAL A2.12 MAIN FLOOR PLAN - PHASE 2 COMPLETE WORK SHOWN IN THE CONSTRUCTION SET. NOT ALL PROTECTION, REPAIR, MODIFICATION OR REPLACEMENT REQUIRED IS SHOWN ON THE DRAWINGS. THE CONTRACTOR A2.13 MEZZANINE LEVEL PLAN - PHASE 1 (,� SHALL PROVIDE SUFFICIENT BUDGET TO COVER ALL PROTECTION, REPAIR, MODIFICATION PARCEL NUMBER: 31051400302700 AND/OR REPLACEMENT OF EXISTING UTILITIES, PAVEMENTS, PUBLIC & PRIVATE PROPERTIES, Z INSTALLATION, STRUCTURES, BUILDINGS OR PORTIONS OF, ABOVE OR BELOW GROUND WITHIN AREA OF SITE: 5.02 ACRES A2.14 MEZZANINE LEVEL PLAN - PHASE 2 THE BID SUM. J 9. THE REPAIR, MODIFICATION OR REPLACEMENT OF ANY EXISTING UTILITY, PAVEMENT, PUBLIC & BUILDING FOOTPRINT: 60,000 S.F. A4.01 BUILDING SECTIONS CO PRIVATE PROPERTY, INSTALLATION, STRUCTURE, BUILDING OR PORTIONS OF, ABOVE OR BELOW FIRST FLOOR OFFICE: 2,632 S.F. J GROUND, SHALL MATCH THE ORIGINAL CONDITION IN QUALITY, SUBSTANCE AND APPEARANCE. A4.02 BUILDING SECTIONS 10. WHERE EXISTING WORK IS CHANGED, MODIFIED, OR NEW WORK ADJOINS, CONNECTS TO OR MEZZANINE - EXISTING: 2,554 S.F. STRUCTURAL H ABUTS EXISTING, THE EXISTING WORK SHALL BE ALTERED AS NECESSARY, JOINED & MEZZANINE - NEW: 670 S.F. CONNECTED IN A SUBSTANTIAL, NEAT AND WORKMANSHIP MANNER. MEZZANINE - TOTAL: 3,224 S.F. LUQ S-0 GENERAL NOTES AND SPECIFICATIONS H LU 11. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR & SUB CONTRACTOR TO REVIEW ALL AREA OF BUILDING: 60,000 S.F. Q F DRAWINGS AND SPECIFICATIONS INCLUDING ADDENDA TO IDENTIFY ALL WORK REQUIRED. THE S-1 FRAMING PLANS Of OR SUB CONTRACTOR SHALL REVIEW EACH DRAWING AND COORDINATE BETWEEN ALL PLANS AND SPECIFICATIONS. FURTHER, EACH SUB CONTRACTOR SHALL COORDINATE BUILDING HEIGHT IN STORIES: 1 WITH MEZZANINE - EXISTING, NO CHANGE Z ZZ C4 THEIR WORK WITH THE GENERAL CONTRACTOR TO PROVIDE PROPER SEQUENCE, PLACEMENT, S-2 FRAMING DETAILS LU N TOLERANCES AND REQUIREMENTS OF OTHER SUB CONTRACTORS. SUB CONTRACTORS SHALL BUILDING OCCUPANCY: F-2 - LOW HAZARD FACTORY INDUSTRIAL, B Q = 00 BE RESPONSIBLE FOR THE REMOVAL & REPLACEMENT OF THEIR WORK THAT MUST BE MODIFIED, REPLACED, REPAIRED OR OTHERWISE ALTERED TO ACHIEVE THE DESIGN INTENT OR BUSINESS + S-1 WAREHOUSE ~ W Q CODE REQUIREMENT DUE TO LACK OF COORDINATION WITH THE GENERAL CONTRACTOR. Z YEAR BUILT: 1992 = Q Z 12. WORK INSTALLED IN CONFLICT WITH CONSTRUCTION DOCUMENTS WILL BE CONSIDERED IN O F O NON-CONFORMANCE AND SHALL BE CORRECTED AT NO EXPENSE TO OWNER OR ARCHITECT. F`0 CONSTRUCTION TYPE: TYPE V-B (EXISTING, NO CHANGE) w coo 13. FOLLOW MANUFACTURER'S INSTRUCTIONS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS a a Lo Z ARE INDICATED OR REQUIRED BY CONSTRUCTION DOCUMENTS OR APPLICABLE CODES, w �_ a w J ORDINANCES AND REGULATIONS. SPRINKLERED: YES (EXISTING, EXTENDED) °O tY 'o g Q FIRE ALARM: YES (EXISTING, EXTENDED) UL PROJECT NO. 2308 ISSUE DATE 2024-09-03 LEGALDESCRIPTION CURRENT REVISION PERMIT SUBMITTAL PARCEL # 31051400302700 DRAWING PLOT DATE a SW1/4 SEC14 T31N R5E 202G4-09-03 DATE APPLICABLE CODES r Section 14 Township 31 Range 05 Quarter SW - LOT 1 SURV REC END AFN 7905290175 BEING CORR OF SURV'S REC UND AFN 7703210221 & 7803100289 & BEING A PTN OF SW1/4 SW1/4 & EXC W 1OFT SD 2021 WASHINGTON BUILDING CODE LOT 1 FOR R/W TOCITY OF ARL PER SWD REC UND AFN 9310150362 & EXC ADD'L R/W TO CITY OF ARL 01 2021 WASHINGTON EXISTING BUILDING CODE PER swD REC UND AFN 200201110164 y ICC A117.1 - 2017 STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND z FACILITIES VICINITY MAP 3 SYMBOLS LEGEND R AND ADD-S N°° T° SCALE MIDE-MOUNTAIN MATERIALS .N N PROJECT SITE 76005TH AVENUE SOUTH w L SEATTLE,WA 96708 cV C,vrmteiY n t 0 u u [mtlulmm�m�L�wru as \ u P �•• '+y CONTACT:GARY MOEFI` 3 BUILDING SECTION NUMBER o: CONCRETE STEELPay O KEY PLAN A3.05 DRAWING SHEET NUMBER (large z5a a p Bo ,h � � �° , e ya Scale) ®mao�o°p 0 W o w 40 SECTION NUMBER GLASS . `m oDRAWING SHEET NUMBER CONCRETE 2 (small / EARTH n �� 60 GjO a � .L o 40 DETAIL NUMBER scale) //��\ (un_ 87 f" a pD ¢a a e �6 � tesm DRAWING SHEET NUMBER 7 disturbed) QS �� isz s ns•�9� 0 0 INTERIOR ELEVATION GRAVEL (A 7H m ,a e 0 u �aL� ��� Q a�bo p8o SHEET NAME A5.1 DRAWING SHEET NUMBER WOOD - D a '^oQ �$ p . e o o o COVER SHEET (milled) �wE franaparx�9 p�S m°�O oe6, PLYWOOD EP itBtll St.NE mmOR n +'6 q O WOOD Mo1BM3t.lE 6vQrvmroe (framing) n. ASPHALT 1d1lQuake P vo '��w q(large D '''k"1Ot:�°a^°d °a e aqg, �°a�� SCALE AS NOTED INSULATION ) �° ° 9 6o ` \ scale �� om p m (rigid) �1 o a o ®� � P. �a&A� �� SHEET NUMBER 'E ASPHALT S GNT a # d 9� �a�w� INSULATION small _ 'L°>DdF � z 8 ,�R °� „ �,`§, • .. A� @``b'o9 -a°o¢ (batt) ( �+ o e o s� R e ,.dad O O a scale) - -- t U F� COPYRIGHT SCR ARCHITECTS iD W SCR I Architects NMID MOUNTAIN MATERIALS LUNCH ROOM 1221 E.Pike St. Suite 205 z Seattle,WA 98122 w 7 ARCHITECT/CONSULTANT SEAL U O 8879 < 2021 WASHINGTON EXISTING BUILDING CODE REVIEW 2021 WASHINGTON BUILDING CODE REVIEW Z R�ERGIST ERCED oCHAPTER 3: PROVISIONS FOR ALL COMPLIANCE METHODS CHAPTER 3: OCCUPANCY CLASSIFICATION AND USE 506.3.3 THE AREA FACTOR INCREASE BASED ON FRONTAGE SHALL BE DETERMINED IN ACCORDANCE WITH TABLE 506.3.3. CHAPTER 10: MEANS OF EGRESS SECTION 202 GENERAL DEFINITIONS sTnTEt1oF wnsHiNCTON SECTION 302.1 OCCUPANCY CLASSIFICATION TABLE 506.3.3 FRONTAGE INCREASE FACTOR SECTION 1005 MEANS OF EGRESS SIZING [A]EXISTING BUILDING. A BUILDING ERECTED PRIOR TO THE DATE OF ADOPTION OF THE APPROPRIATE CODE,OR ONE FOR WHICH A LEGAL BUILDING OCCUPANCY CLASSIFICATION IS THE FORMAL DESIGNATION OF THE PRIMARY PURPOSE OF THE BUILDING,STRUCTURE,OR PORTION THEREOF, OPEN SPACE PERMIT HAS BEEN ISSUED. STRUCTURES SHALL BE CLASSIFIED INTO ONE OR MORE OF THE OCCUPANCY GROUPS SPECIFIED IN THIS SECTION BASED ON THE NATURE OF PERCENTAGE OF 1005.2 MINIMUM WIDTH BASED ON COMPONENT THE HAZARDS AND RISKS TO BUILDING OCCUPANTS GENERALLY ASSOCIATED WITH THE INTENDED PURPOSE OF THE BUILDING OR STRUCTURE. BUILDING PERIMETER 0 TO LESS 20 TO LESS 25 TO LESS 30 OR -STRUCTURES CONTAINING MULTIPLE OCCUPANCY GROUPS SHALL COMPLY WITH SECTION 508. THAN 20 THAN 25 THAN 30 GREATER THE MINIMUM WIDTH,IN INCHES,OF ANY MEANS OF EGRESS COMPONENTS SHALL BE NOT LESS THAN THAT SPECIFIED FOR SUCH COMPONENT, SECTION 301 ADMINISTRATION SECTION 304.1 BUSINESS GROUP B 25 TO LESS THAN 50 0 0.17 0.21 0.25 ELSEWHERE IN THIS CODE. 301.3.1 PRESCRIPTIVE COMPLIANCE METHOD 1005.3 REQUIRED CAPACITY BASED ON OCCUPANT LOAD BUSINESS GROUP B OCCUPANCY INCLUDES,AMONG OTHERS,THE USE OF A BUILDING OR STRUCTURE,OR A PORTION THEREOF,FOR OFFICE, DRAWN BY: amy ALTERATIONS,ADDITIONS,AND CHANGES OF OCCUPANCY COMPLYING WITH CHAPTER 5 OF THIS CODE IN BUILDINGS COMPLYING WITH THE PROFESSIONAL,OR SERVICE-TYPE TRANSACTIONS,INCLUDING STORAGE OF RECORDS AND ACCOUNTS. BUSINESS OCCUPANCIES SHALL THE REQUIRED CAPACITY,IN INCHES,OF THE MEANS OF EGRESS FOR ANY ROOM,AREA,SPACE,OR STORY SHALL BE NOT LESS THAN THAT INTERNATIONAL FIRE CODE SHALL BE CONSIDERED IN COMPLIANCE WITH THE PROVISIONS OF THIS CODE. INCLUDE,BUT NOT BE LIMITED TO,THE FOLLOWING: SUM OF 4 PERIMETER SIDES OF BUILDING: 399'(NORTH)+149'(WEST)+399'(SOUTH)+149'(EAST)=1,096' DETERMINED IN ACCORDANCE WITH SECTIONS 1005.3.1 AND 1005.3.2. CHECKED BY: C.R. LABORATORIES: TESTING AND RESEARCH 399'(NORTH)/1,096'=36% 1005.3.1 STAIRWAYS APPROVED BY: C.R. SECTION 302 GENERAL PROVISIONS COMMENTS:THE NORTH ELEVATION IS 399'+/-OF FOOTAGE(36%OF TOTAL PERIMETER)AND IS 67'+/-FROM 63RD DRIVE(PLEASE THE CAPACITY,IN INCHES,OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH SECTION 306.3 LOW-HAZARD FACTORY INDUSTRIAL, GROUP F-2 SEE SITE PLAN ON SHEET A1.01;)THEREFORE THE AREA FACTOR INCREASE BASED ON FRONTAGE IS 25% STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.3 INCH PER OCCUPANT. WHERE STAIRWAYS SERVE MORE THAN ONE STORY,ONLY 302.3 ADDITIONAL CODES. THE OCCUPANT LOAD OF EACH STORY CONSIDERED INDIVIDUALLY SHALL BE USED IN CALCULATING THE REWIRED CAPACITY OF THE STAIRWAYS FACTORY INDUSTRIAL USES THAT INVOLVE THE FABRICATION OR MANUFACTURING OF NONCOMBUSTIBLE MATERIALS THAT DURING FINISHING, SERMNG THAT STORY. ALTERATIONS,REPAIRS,ADDITIONS,AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF,EXISTING BUILDINGS AND STRUCTURES SHALL PACKING,OR PROCESSING DO NOT INVOLVE A SIGNIFICANT FIRE HAZARD SHALL BE CLASSIFIED AS F-2 OCCUPANCIES AND SHALL INCLUDE, SECTION 508 MIXED USE AND OCCUPANCY COMPLY WITH THE PROVISIONS FOR ALTERATIONS,REPAIRS,ADDITIONS,AND CHANGES OF OCCUPANCY OR RELOCATION,RESPECTIVELY,IN THIS BUT NOT BE LIMITED TO,THE FOLLOWING: PLEASE SEE EXITING PLAN ANALYSIS ON SHEETS AO.05 AND AO.06: CODE AND THE WASHINGTON STATE ENERGY CODE,INTERNATIONAL FIRE CODE,INTERNATIONAL FUEL GAS CODE,INTERNATIONAL MECHANICAL CODE,UNIFORM PLUMBING CODE,AND INTERNATIONAL RESIDENTIAL CODE. WHERE PROVISIONS OF THE OTHER CODES CONFLICT WITH PROVISIONS CERAMIC PRODUCTS 508.1 GENERAL OF THIS CODE,THE PROVISIONS OF THIS CODE SHALL TAKE PRECEDENCE. 75 OCCUPANTS(54+21)X 0.3"=22.5" GYPSUM EACH PORTION OF A BUILDING SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 302.1. WHERE A BUILDING CONTAINS MORE THAN ONE OCCUPANCY GROUP,THE BUILDING OR PORTION THEREOF SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF SECTION 508.2, COMMENTS:THE REQUIRED WIDTHS FOR MEANS OF EGRESS STAIRWAYS ARE 11"AND 12"AND THE TWO STAIRWAYS ARE 4'-5"AND 4'-6', 508.3,OR 508.4,OR A COMBINATION OF THESE SECTIONS. THEREFORE THE EXIT CAPACITY OF THESE STAIRWAYS ARE ADEQUATE. SECTION 303 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES SECTION 311.2 MODERATE-HAZARD STORAGE, GROUP S-1 O 508.3 NONSEPARATED OCCUPANCIES 303.1 LIVE LOADS STORAGE GROUP S-1 OCCUPANCIES ARE BUILDINGS OCCUPIED FOR STORAGE USES THAT ARE NOT CLASSIFIED AS GROUP S-2,INCLUDING, GRAFTER 11: ACCESSIBILITY Q BUT NOT LIMITED TO,STORAGE OF THE FOLLOWING: BUILDINGS OR PORTOINS OF BUILDINGS THAT COMPLY WITH THE PROVISIONS OF THIS SECTION SHALL BE CONSIDERED AS NONSEPARATED N WHERE AN ADDITION OR ALTERATION DOES NOT RESULT IN INCREASED DESIGN LIVE LOAD,EXISTING GRAVITY LOAD-CARRYING STRUCTURAL OCCUPANCIES. SECTION 1104 ACCESSIBLE ROUTE LL ELEMENTS SHALL BE PERMITTED TO BE EVALUATED AND DESIGNED FOR LIVE LOADS APPROVED PRIOR TO THE ADDITION OR ALTERATION. IF COMMENTS:THIS BUILDING INCLUDES THE THREE OCCUPANCY GROUPS B(BUSINESS,)F-2(LOW-HAZARD FACTORY INDUSTRIAL,)AND S-1 508.3.1 OCCUPANCY CLASSIFICATION THE APPROVED LIVE LOAD IS LESS THAN THAT REQUIRED BY SECTION 1607 OF THE INTERNATIONAL BUILDING CODE,THE AREA DESIGNATED (MODERATE-HAZARD STORAGE.) 1104.4 MULTISTORY BUILDINGS AND FACILITIES U FOR THE NONCONFORMING LIVE LOAD SHALL BE POSTED WITH PLACARDS OF APPROVED DESIGN INDICATING THE APPROVED LIVE LOAD. WHERE N THE ADDITION OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 302.1. THE REQUIREMENTS OF THIS CODE ON OR ALTERATION RESULTS IN INCREASED DESIGN LIVE LOAD,THE LIVE LOAD REQUIRED BY SECTION 1607 OF THE INTERNATIONAL SHALL APPLY TO EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY CLASSIFICATION OF THAT SPACE. IN ADDITION,THE MOST AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT EACH ACCESSIBLE STORY,MEZZANINE,AND OCCUPIED ROOFS IN MULTILEVEL Z BUILDING CODE SHALL BE USED. RESTRICTIVE PROVISIONS OF CHAPTER 9 THAT APPLY TO THE NONSEPARATED OCCUPANCIES SHALL APPLY TO THE TOTAL NONSEPARATED BUILDINGS AND FACILITIES. m CHAPTER 5: PRESCRIPTIVE COMPLIANCE METHOD SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES OCCUPANCY AREA. EXCEPTIONS: 1. AN ACCESSIBLE ROUTE IS NOT REQUIRED TO STORIES,MEZZANINES,AND OCCUPIED ROOFS THAT HAVE AN J SECTION 501 GENERAL 504.2 MIXED OCCUPANCY 508.3.2 ALLOWABLE BUILDING AREA,HEIGHT,AND NUMBER OF STORIES AGGREGATE AREA OF NOT MORE THAN 3,000 SQUARE FEET AND ARE LOCATED ABOVE AND BELOW ACCESSIBLE AREAS. J THE ALLOWABLE BUILDING AREA,HEIGHT,AND NUMBER OF STORIES OF THE BUILDING OR PORTION THEREOF SHALL BE BASED ON THE MOST COMMENTS:THIS BUILDING HAS AN EXISTING MEZZANINE OF 2,554 S.F.SO AN ACCESSIBLE ROUTE IS NOT REQUIRED TO IT. Q 501.1 SCOPE IN A BUILDING CONTAINING MIXED OCCUPANCIES IN ACCORDANCE WITH SECTION 508,NO INDIVIDUAL OCCUPANCY SHALL EXCEED THE HEIGHT RESTRICTIVE ALLOWANCES FOR THE OCCUPANCY GROUPS UNDER CONSIDERATION FOR THE TYPE OF CONSTRUCTION OF THE BUILDING IN AND NUMBER OF STORY LIMITS SPECIFIED IN THIS SECTION FOR THE APPLICABLE OCCUPANCIES. ACCORDANCE WITH SECTION 503.1. THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE ALTERATION,ADDITION,AND CHANGE Of OCCUPANCY OF EXISTING BUILDINGS AND � STRUCTURES,INCLUDING HISTORIC BUILDINGS AND STRUCTURES AS REFERENCED IN SECTION 301.3.1 TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE 508.3.3 SEPARATION W Q TYPE OF CONSTRUCTION NO SEPARATIONTABLE 2902.1 w IS REQUIRED BETWEEN NONSEPARATED OCCUPANCIES. Q = SECTION 503 ALTERATIONS occuPANcv MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES CC H CLASSIFICATION SEE FOOTNOTES TYPE V 508.4.2 ALLOWABLE BUILDING AREA G 503.1 GENERAL B IN EACH STORY,THE BUILDING AREA SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL BUILDING AREA OF EACH SEPARATED Z Z N EXCEPT AS PROVIDED BY SECTION 302.4,302.5,OR THIS SECTION,ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE A,B,E,F,M,S,U S 60 OCCUPANCY DIVIDED BY THE ALLOWABLE BUILDING AREA OF EACH SEPARATED OCCUPANCY SHALL NOT EXCEED 1. NO. CLASSIFICATION OCCUPANCY WATER CLOSETS LAVATORIES W N REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE FOR NEW CONSTRUCTION. ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING Q 1 00 OR STRUCTURE IS NOT LESS COMPLYING WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE THAN THE EXISTING BUILDING OR MALE FEMALE MALE FEMALE � Z Q STRUCTURE WAS PRIOR TO THE ALTERATION. 504.4 NUMBER OF STORIES AREA OF B OCCUPANCY+(.25 AREA FACTOR INCREASE) + AREA OF F-2+(.25 AREA FACTOR INCREASE) Z � 2,632+/-+(0.25)(2,632) + 57,368+/-+(0,25)(57,368) < 1 1 PER 25 FOR THE FIRST 50 AND 1 PER 1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE = Q TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE 2 BUSINESS B 50 FOR THE REMAINING EXCEEDING 50 REMAINING EXCEEDING 80 =Z SECTION 602 ALTERATION - LEVEL 1 36,000 S.F. + 52,000 S.F. 0 TYPE OF CONSTRUCTION cc I.-I- 602.1 SCOPE OCCUPANCY ALLOWABLE AREA OF B ALLOWABLE AREA OF F-2 FACTORY AND G 2 CO Z CLASSIFICATION SEE FOOTNOTES TYPE V 4 INDUSTRIAL F-1 AND F-2 1 PER 100 1 PER 100 z o Lo LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF EXISTING MATERIALS,ELEMENTS,EQUIPMENT,OR B �_ N J (2,632+658 S.F.)+(57,368+14,342 S.F.) w w aO_j FIXTURES USING NEW MATERIALS,ELEMENTS,EQUIPMENT,OR FIXTURES THAT SERVE THE SAME PURPOSE. B S 3 _ < 1 8 STORAGE S 1 PER 100 1 PER 100 'o 3 000 Q 88,000 S.F. rc g CHAPTER 7: ALTERATIONS - LEVEL 1 F-z S 3 PROJECT NO. SECTION 701 GENERAL S-1 S 2 75,000 S.F. COMMENTS:FOR THE BUSINESS OCCUPANCY ADEQUATE FIXTURES ARE PROVIDED,SEE EXITING PLANS ON SHEETS AO.05 AND AO.06. 2308 _ = 0.85 < 1 ISSUE DATE 701.1 SCOPE 88,000 S.F. 2024-09-03 COMMENTS:THIS BUILDING IS 1 STORY,WHICH IS ALLOWABLE FOR ALL OCCUPANCY CLASSIFICATIONS. LEVEL 1 ALTERATIONS AS DESCRIBED IN SECTION 602 SHALL COMPLY WITH THE REQUIREMENTS OF THIS CHAPTER. LEVEL 1 ALTERATIONS TO CURRENT REVISION HISTORIC BUILDINGS SHALL COMPLY WITH THIS CHAPTER,EXCEPT AS MODIFIED IN CHAPTER 12. COMMENTS:THIS BUILDING WITH PROPOSED OCCUPANCIES MEETS ALL REQUIREMENTS FOR NONSEPARATED OCCUPANCIES. PERMIT SUBMITTAL 701.2 CONFORMANCE SECTION 506 BUILDING AREA DRAWING PLOT DATE c AN EXISTING BUILDING OR PORTION THEREOF SHALL NOT BE ALTERED SUCH THAT THE BUILDING BECOMES LESS SAFE THAN ITS EXISTING 506.1 GENERAL 2024-09-03 a coNDITION. CHAPTER 9: FIRE PROTECTION AND LIFE SAFETY SYSTEMS REVISION I DATE ° THE ALLOWABLE FLOOR AREA OF A BUILDING SHALL BE DETERMINED BASED ON THE TYPE OF CONSTRUCTION,OCCUPANCY CLASSIFICATION, d N COMMENTS:THIS PERMIT SUBMITTAL SET OF DRAWINGS WAS PREPARED USING THE PRESCRIPTIVE COMPLIANCE METHOD. WHETHER THERE IS AN AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT THE BUILDING AND THE AMOUNT OF BUILDING FRONTAGE ON SECTION 906 PORTABLE FIRE EXTINGUISHERS c o PUBLIC WAY OR OPEN SPACE. c 506.2 ALLOWABLE AREA DETERMINATION [F]906.1 WHERE REQUIRED m c TABLE PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ALL OF THE FOLLOWING LOCATIONS: ALLOWABLEBLE AREA FACTOR IN SQUARE FEET m 1. IN GROUP A,B,E,F,H,I,M,R-1,R-2,R-4,AND S OCCUPANCIES. E z TYPE OF CONSTRUCTION 506.3 FRONTAGE INCREASE OCCUPANCY SEE FOOTNOTES TYPE V [] c 3 F 906.2 GENERAL REQUIREMENTS MIQMOUNTAIN MATERIALS CLASSIFICATION PER TABLE 506.3.3 IS 25% 76DO 5TH AVENUE SOUTH 8 PORTABLE FIRE EXTINGUISHERS SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH THIS SECTION AND NFPA 10. SEATTLE,VIA 98108 n° B S1 36,000 CONTACT:GARY MOFFIT `o.3 [F]906.3 SIZE AND DISTRIBUTION F-2 S1 52,000 F-2: 52,000 X.25=13,000 <EY PLAN E v SO TOTAL ALLOWABLE BUILDING AREA IS THE SIZE AND DISTRIBUTION OF PORTABLE FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH SECTIONS 906.3.1 THROUGH 906.3.4. S-1 S1 52,000 52,000+13,000=65,000 S.F. c y COMMENTS:THE FIRST LEVEL IS 60,000 S.F..-SEE CALCULATIONS FOR INCREASED AREA IN NEXT SECTION,506.3 FRONTAGE INCREASE. LIGHT(Low) ORDINARY EXTRA(High) HAZARD (Moderate) HAZARD 07/77 m o OCCUPANCY HAZARD OCCUPANCY c m 506.3 FRONTAGE INCREASE OCCUPANCY G8 EVERY BUILDING SHALL ADJOIN OR HAVE ACCESS TO A PUBLIC WAY TO RECEIVE AN AREA FACTOR INCREASE BASED ON FRONTAGE. AREA MINIMUM-RATED SINGLE 2-Ac 2-A 4-A° �-? FACTOR INCREASE SHALL BE DETERMINED IN ACCORDANCE WITH SECTIONS 506.3.1 THROUGH 506.3.3. EXTINGUISHERo sneer NAME 3 506.3.1 MINIMUM PERCENTAGE OF PERIMETER CODE ANALYSIS MAXIMUM FLOOR AREA 3,000 S.F. 1,500 S.F. 1,000 S.F. o To QUALIFY FOR AN AREA FACTOR INCREASE BASED ON FRONTAGE,A BUILDING SHALL HAVE NOT LESS THAN 25 PERCENT OF ITS PERIMETER PER UNIT OF A ON A PUBLIC WAY OR OPEN SPACE. SUCH OPEN SPACE SHALL BE EITHER ON THE SAME LOT OR DEDICATED FOR PUBLIC USE AND SHALL BE ACCESSED FROM A STREET OR APPROVED FIRE LANE. m o MAXIMUM FLOOR AREA 506.3.2 TO QUALIFY FOR AN AREA FACTOR INCREASE BASED ON FRONTAGE,THE PUBLIC WAY OR OPEN SPACE ADJACENT TO THE BUILDING FOR EXTINGUISHER 11,250 S.F. 11,250 S.F. 11,250 S.F. a°c PERIMETER SHALL HAVE A MINIMUM DISTANCE(W)OF 20 FEET MEASURED AT RIGHT ANGLES FROM THE BUILDING FACE TO ANY OF THE .°N SCALES AS NOTED FOLLOWING: o �M-AZMUMTIGT TANCE OF75 FEET 75 FEET 75 FEET 1. THE CLOSEST INTERIOR LOT LINE. EXINGUISHER SHEETNUMBER E Tyi 2. THE ENTIRE WIDTH OF A STREET,ALLEY,OR PUBLIC WAY. c 3. THE EXTERIOR FACE OF AN ADJACENT BUILDING ON THE SAME PROPERTY. A0 O r O°¢ THE FRONTAGE INCREASE SHALL BE BASED ON THE SMALLEST PUBLIC WAY OR OPEN SPACE THAT IS 20 FEET OR GREATER,AND THE COMMENTS:THIS BUILDING WILL HAVE 20 FIRE EXTINGUISHERS. ■ x PERCENTAGE OF BUILDING PERIMETER HAVING A MINIMUM 20 FEET PUBLIC WAY OR OPEN SPACE. U F N COPYRIGHT SCR ARCHITECTS t0 X THE 2021 UNIVERSAL PLUMBING CODE (ABBREVIATED ON THIS SHEET AS UPC) AND ❑0 SCR I Architects U. ANSI A117.1-2017 ARE BOTH CURRENTLY ADOPTED BY THE STATE OF WASHINGTON IN 24" 1221 E.Pike St. Suite 205 w MIN. Seattle,WA 98122 j L L ARCHITECT/CONSULTANT SEAL o I'-OR -0"1 '-0" SD SCD HD PTD SND RN °o MIN. MIN. MIN. a - eels e REGISTERED ? 15" 0❑ oo AR ITECT c� n e o o 03 Q _ I T o u' O xx XX XX Scott Aan Connor I Z Z Q o f Q Q M STATE OF WASHINGTON v o TIPSNR �zo � o oo oD c' z ® co tO co - ao L (V FINISH FLOOR ADJACENT TOILET COMPARTMENTS ADJACENT URINAL901LET PAPER DISPENS919ITARY RECEPTACLE MIRROR SOAP DISPENSER SEAT COVER SANITARY NAPKIN ROOM NUMBER ELECTRICAL THERMOSTAT FIRE ALARM FIRE WHITE BOARD STANDING CLOCK SPEAKER MOP RACK UPC SECTION 402.5 UPC SECTION 402.5 ANSI A117.1-2017 ANSI A117.1-2017 ANSI A117.1-2017 ANSI DISPENSER HAND DISPENSER ANSI RECEPTACLE, LIGHT SWITCH, HORN, VISIBLE EXTINGUISHER TACK BOARD DRINKING DRAWN By: BfIIV SECTION 604.7 SECTION 308 SECTION 603.3 A117.1-2017 DRYER, PAPER ANSI A117.1-2017 CATV, OR OR FIRE ALARM SIGNAL, OR CABINET ANSI FOUNTAIN SECTION 308 TOWEL A117.1-2017 SECTION 703 TELEPHONE PULL STATION COMBINATION ANSI A117.1-2017 ANSI CHECKED BY: C.R. DISPENSER SECTION 308 OUTLET ANSI ANSI A117.1-2017 SECTION 308 A117.1-2017 APPROVEDBY: C.R. ANSI ANSI A117.1-2017 A117.1-2017 SECTION 308 SECTION 602.4 1 RECOMMENDED MOUNTING HEIGHTS A117.1-2017 A117.1-2017 SECTIONS 308 SECTIONS 702, 3/8"= _-0" SECTION 308 SECTION 309 AND 702 AND 11.06.2- 1106.4.4 CLEAR FLOOR SPACE CIRCULAR SPACE T-SHAPED TURNING SPACE SECTION 306: KNEE AND TOE CLEARANCE 305.3.1 NEW BUILDINGS AND FACILITIES. IN NEW BUILDINGS THE CLEAR FLOOR THE TURNING SPACE SHALL BE A CIRCULAR THE TURNING SPACE WITHIN A 64" MINIMUM SQUARE, 306.1 GENERAL. WHERE SPACE BENEATH AN ELEMENT VERTICAL CHANGE IN LEVEL (A) SPACE SHALL BE 52" MINIMUM IN LENGTH AND 30"MINIMUM IN WIDTH. SPACE WITH A 6-INCH MINIMUM DIAMETER. WITH ARMS AND BASE 38 INCHES MINIMUM WITH WIDTH IS INCLUDED AS PART OF THE CLEAR SPACE AT AN CHANGES IN LEVEL OF 1 4"MAXIMUM IN HEIGHT SHALL FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A SLOPE NOT STEEPER THE TURNING SPACE SHALL BE PERMITTED EACH ARCH OF THE T-BAR SHALL BE CLEAR OF ELEMENT, CLEARANACE AT AN ELEMENT, OR A BE PERMITTED TO BE VERTICAL. _ � THAN 1:48 AND SHALL COMPLY WITH SECTION 303 CHANGES IN LEVEL. TO INCLUDE KNEE AND TOE CLEARANCE OBSTRUCTIONS 12 INCHES MINIMUM IN EACH DIRECTION, TURNING SPACE, THE SPACE SHALL COMPLY WITH 4"MAXIMUM ONE FULL, UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE SHALL ADJOIN OR COMPLYING WITH ANSI 117.1-2017 SECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 SECTION 306. ADDITIONAL SPACE SHALL NOT BE OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE. 306 INCHES MINIMUM. PROHIBITED BENEATH AN ELEMENT, BUT SHALL NOT 5,_„ BE CONSIDERED AS PART OF THE CLEAR FLOOR O SEE SECTION 305.7 FOR "CLEAR FLOOR SPACE IN AN ALCOVE." 64"MINIMUM SPACE OR TURNING SPACE. Q BEVELED CHANGE IN LEVEL /� — �\ � — — — — � _ CHANGES IN LEVEL GREATER THAN 1/4" IN HEIGHT AND (B) NOT MORE THAN 1/2"MAXIMUM IN HEIGHT SHALL BE 2'-6„ I I iv (� BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. SEE(B) a 30"MIN. co = Z AND (C) AND SECTION 302: FLOOR SURFACES IN THE (— — 8"4IN. o ICC A117.1-2017 STANDARD. I m_ _j i I /iE� z L� 1O o J 0Cn RAMPS AND BLENDED TRANSITIONS v N Im 19 U I 5'_7" / - zCHANGES IN LEVEL GREATER THAN 1/2" IN HEIGHT —SHALL BE RAMPED AND SHALL COMPLY MTH ICC ANSIJ MINIMUM - DIAMETER FOR NEW 11" 3'-6" 11" 117.1-2017 SECTION 405 OR 406. L_ — L BUILDINGS(60" EXISTING BUILDINGS) 42"MINIMUM 11" 6" SECTION 307: PROTRUDING OBJECTS w SIZE OF CLEAR FORWARD APPROACH PARALLEL APPROACH MIN. MAX. FLOOR SPACE CIRCULAR SPACE THE TURNING SPACE SHALL BE PERMITTED TO INCLUDE Q KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 2 CHANGES IN LEVEL 3 CLEAR FLOOR SPACE n SIZE OF TURNING SPACES 306 ARM.ONLY AT THE END OF EITHER THE BASE OR ONE 5 KNEE AND TOE CLEARANCE 8 LIMITS OF PROTRUDING OBJECTS Z N 6"=1'-0" 3/8"=1'-0" 3/8"=1'-O" 3/8"=1'-0" 3/8"=1'-0" QLLI SECTION 308: REACH RANGES SECTION 308: REACH RANGES SECTION 308: REACH RANGES SECTION 308: REACH RANGES SECTION 308: REACH RANGES Z >< Q 308.2 FORWARD REACH. 308.2.2 OBSTRUCTED HIGH REACH. WHERE A HIGH FORWARD REACH IS OVER AN 308.3 SIDE REACH. 308.3.2 OBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR SPACE COMPLYING 308.3.2 OBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR SPACE I z O 308.2.1 UNOBSTRUCTED. WHERE A FORWARD REACH OBSTRUCTION, THE CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 AND KNEE AND TOE 308.3.1 UNOBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE COMPLYING WITH SECTION 305 ALLOWS A PARALLEL APPROACH TO O 0 IS UNOBSTRUCTED, THE HIGH FORWARD REACH CLEARANCE COMPLYING WITH SECTION 306 SHALL EXTEND BENEATH THE ELEMENT FOR A WITH SECTION 305 ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, w SHALL BE 48 INCHES MAXIMUM AND THE LOW DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. EDGE OF THE CLEAR FLOOR SPACE IS 10 INCHES MAXIMUM FROM THE ELEMENT, SHALL BE 34 INCHES MAXIMUM ABOVE THE FLOOR AND THE DEPTH OF THE THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAXIMUM FORWARD REACH SHALL BE 15 INCHES MINIMUM THE HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW SIDE REACH OBSTRUCTION SHALL BE 24 INCHES MAXIMUM. ABOVE THE FLOOR AND THE DEPTH OF THE OBSTRUCTION SHALL BE �fr ABOVE THE FLOOR. SHALL BE 15 INCHES MINIMUM ABOVE THE FLOOR. 24 INCHES MAXIMUM. a p�Q (A) iF: (A) (B) ABSOLUTE CLEAR WIDTH OF OPENING PROJECT NO. INCLUDING DOOR, JAMB, AND HARDWARE 2308 TO BE 32" MINIMUM, TYPICAL. ISSUE DATE 2024-09-03 s p I CURRENT REVISION Q N N N z 18" MIN. CLEARANCE BEYOND STRIKE PERMIT SUBMITTAL o ``♦♦♦ JAMB ON SWING SIDE OF DOOR DRAWING PLOT DATE0 o a? � o0 7� Z-8" 2024-09-0 3 MIN. REVISION DATE c? i✓U - m o.Ndt& g o.0 1'-8" 20"-25" --A 10". MA .10" 10"-24" MA UNOBSTRUCTED FORWARD CLEAR AREA AT DOOR FRONT APPROACH N m REACH ELEVATION �QLSTRUCTED HIGH FORWARD REACH ELEVATION UNOBSTRUCTED SIDE REACH ELEVATION �„ TRUCTED HIGH SIDE REACH ELEVATION /H1 PULL SIDE 3/8"=1'-0" 3/8"=1'-0" J 3/8"=1'-0" 3/8"=1'-0" I I 3/8"=1'-0" OMERA""Ao"RESS: `0 3 MI-MOUNTAIN MATERIALS w N _ 7E00 AVENUE SOUTH SEATTLETLE,WA 98108 CONTACT:GARY MOFFIT 3 2'-8" ♦ FIGURE 404.2.3.2(D)MANEUVERING CLEARANCE AT MANUAL FIGURE 404.2.3.2(E)MANEUVERING CLEARANCE AT MANUAL 2'-6,,. ♦ FIGURE 404.2.3.2(G) MANEUVERING CLEARANCE AT MANUAL 2'8" ` EYPLAN o MIN. SWINGING DOORS SWINGING DOORS SWINGING DOORS -" — — HINGE APPROACH - PULL SIDE HINGE APPROACH - PULL SIDE I— — LATCH APPROACH - PULL SIDE — — N o 2 I *54" MINIMUM IF CLOSER IS PROVIDED I I g d I 4 I F BOTH CLOSER AND z I L —L — J — —I— L - Z SHEET NAME o o _ _ 2'-0" OORWAY z _ L_ — —I ATCH ARE PROVIDED I I I DOORWAY Z-O" DOORWAY ' o 24" MIN. WIDTH o m �� ACCESIBILITY WIDTH MIN. WIDTH 1 ' `♦♦♦ T-0" `♦♦♦ T-6" FIGURE 404.2.3.2(F� MANEUVERING CLEARANCE AT MANUAL SWINGING `♦♦♦ 2'0" DIAGRAMS FIGURE 404.2.3.2(B)MANEUVERING CLEARANCE AT MANUAL 36"MIN. 42" MIN. DOORS `� MIN. FIGURE 404.2.3.2(H)MANEUVERING CLEARANCE AT MANUAL d SWINGING DOORS HINGE APPROACH - PUSH SIDE SWINGING DOORS -o 2'-8" 2'-8" 2'-8" - FRONT APPROACH - PUSH SIDE- NEW BUILDINGS F BOTH CLOSER AND LATCH ARE PROVIDED MIN. LATCH APPROACH - PUSH SIDE - IF BOTH CLOSER AND LATCH ARE PROVIDED SHEET NUMBER *48"CLEAR MINIMUM IF CLOSER IS PROVIDED q0 04 t CLEAR AREA AT DOOR-FRONT APPROACH CLEAR AREA AT DOOR-HINGE CLEAR AREA AT DOOR-LATCH CLEAR AREA AT DOOR-LATCH „< H7 PU' S n CLEAR AREA AT DOOR-HINGE APPROACH PULL SIDE n APPROACH PUSH SIDE 15 APPROACH PULL SIDE 18 APPROACH PUSH SIDE ■ 3/8 1"0 3/8"=1'-O" U 3/8"=1'-O" 3/8"=1'-O" 3/8"=1'-0" I COPYRIGHT SCR ARCHITECTS i0 W SCR I Architects 1221 E.Pike St. Suite 205 w — — — — — — — — — Seattle,WA 98122 j ARCHITECT/CONSULTANT SEAL o a 8879 REGISTERED z AIT�ECT o CODE REVIEW — OCCUPANT LOAD AND EXITING 5cat1 '�' STATE OF�WASHINGTON ROOM NAME ROOM NUMBER AREA OF DESIGNATED USE(DEFINED IN OCCUPANT OCCUPANT 2 EXITS NOTES ROOM 2018 WA IBC TABLE 1OD4.5) LOAD LOAD ARE EXISTING S.F. FACTOR REWIRED LUNCH ROOM -- 1,513 GROSS A-3: ASSEMBLY UNCONCENTRATED(TABLES AND CHAIRS) 15 NET 50+/- YES -787 S.F.NET TESTING AREA EXISTING OFFICE 68 B: BUSINESS AREAS 150 GROSS 1 NO 0 EXISTING OFFICE -- 129 B: BUSINESS AREAS 150 GROSS 1 NO ENTRY O EXISTING OFFICE -- 73 B: BUSINESS AREAS 150 GROSS 1 NO VESTIBULE EXISTING OFFICE — 129 B: BUSINESS AREAS 150 GROSS 1 NO El DRAWN BY: aMV EXISTING SERVER ROOM -- 92 S: ACCESSORY STORAGE AREAS 300 GROSS 1 NO CHECKED BY: C.R. EXISTING OFFICE -- 132 B: BUSINESS AREAS 150 GROSS 1 NO ENTRY VESTIBULE APPROVED BY: C.R. EXISTING OFFICE -- 144 B: BUSINESS AREAS 150 GROSS 1 NO EXISTING ENTRY -- 212 B: BUSINESS AREAS 150 GROSS 2 NO 2,a92 / TOTALS FIRE AREA 59 YES - 1 LL _,_ LUNCH ROOM 1 1,513 S.F. / Q LEGEND 50 1 / - CLASSROOM ROOM NAME AND SQUARE FOOTAGE ' 7j� — / — — — — — — — — — — — U 640 S.F. - - - - - - - 0 OCCUPANCY DESIGNATION O / J 15 TOTAL OCCUPANT LOAD FOR ROOM / VENDING EXISTING OFFICE MACHINES EXISTING OFFICE N 1 0 129OS.F. J DESIGNATED EXIT 1 �/ 68OBS.F I © Q a w W OCCUPANT LOAD FOR EACH EXIT 1 1 < H w — — — — — ACCESSIBLE PATH 1 1 Q 11 r1l I/ 1 ZN E Z W ccoo `/ FASTING OFFICE a Z ❑ I EXISTING OFFICE I O W Q TRASH + 1 / S. 1 129 S.F. Z Q RECYCUE ; 0 O O 0 1 I z ccoo0 1 / L 1 s Go 1 / I o Q - - - - - - - - - � - _ - EXISTING- - SERVER ROOM ; PROJECT NO. ------- �/ 92OS S.F. EXISTING OFFICE ISSUE DATE 132 S.F. 2o2N4—osONo3 ® --- PERMIT SUBMITTAL ' 1 DRAWING PLOT DATE 2024-09-03 QREVISION IDATE / + i DIAG �j t ON �S-66E AL DITANC B€TW 6" — — — — — — — — — — 1 �J 25 L DISTANCE BETWEEN EXISTING ENTRY 1 °NERANDAGORESS I �'� J EXITS 88'-5" 0 / I MID-MOUNTAIN MATERIALS 212 S.F. 76005TH AVENUE SOUTH t SEAPLAIN WA 98108 a o CONTACT:GARY MOFFIT E ISTING-OFFICE I PLAN c L 144 S.F. ------------- m o �1 ----------- t n ao / 10 - - - - - - - -I - - - - - - - - - - - - - - — - - 10 32 _ — r j 1 SHEET NAME 3s FIRST FLOOR EXITING PLAN C B A 'd= SCALE AS NOTED 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL W SHEET NUMBER OFFICE FIRST FLOOR EXITING PLAN Et N 1 A0.05 o .a: 1/4" = 1'-0" zU F-N COPYRIGHT SCR ARCHITECTS i° W SCR I Architects 1221 E.Pike St. Suite 205 w _ _ _ _ _ _ _ _ _ _ _ _ _ _ =r _ _ _ _ _ _ _ _ _ _ _ Seattle,WA 98122 ARCHITECT I CONSULTANT SEAL CJ OUTLINE OF EXISTING 4'AT-1" FIRST FLOOR WALLSrERcrD o CODE REVIEW — OCCUPANT LOAD AND EXITINGaR""GTON — OF�WASHIN ROOM NAME ROOM NUMBER AREA OF DESIGNATED USE(DEFINED IN OCCUPANT OCCUPANT 2 EATS NOTES ROOM 2D18 WA IBC TABLE 1OD4.5) LOAD LOAD ARE (S.F.) FACTOR REWIRED OFFICE -- 169 B: BUSINESS AREAS 150 GROSS 2 NO OFFICE -- 126 B: BUSINESS AREAS 150 GROSS 1 NO OFFICE -- 288 B: BUSINESS AREAS 150 GROSS 2 NO EXISTING OFFICE -- 203 B: BUSINESS AREAS 150 GROSS 2 NO EXISTING OFFICE -- 193 B: BUSINESS AREAS 150 GROSS 2 NO DRAWN BY: aMV EXISTING OFFICE -- 139 B: BUSINESS AREAS 150 GROSS 1 NO CHECKED BY: C.R. EXISTING OFFICE -- 390 1 B: BUSINESS AREAS 150 GROSS 3 NO HATCH INDICATES NEW EXISTING OFFICE -- 228 B: BUSINESS AREAS 150 GROSS 2 NO WALL, TYPICAL APPROVED BY: C.R. EXISTING COMPUTER ROOM -- 110 B: BUSINESS AREAS 150 GROSS 1 NO OPEN OFFICE -- 543 B: BUSINESS AREAS 150 GROSS 4 NO EXISTING OFFICE -- 110 B: BUSINESS AREAS 150 GROSS 1 NO 2,600 OUTLINE OF EXISTING TOTALS FIRE AREA 21 NO FIRST FLOOR WALLS I I I OFFICE OFFICE OFFICE 0 288OS.F. 169 S.F. 126 S.F. 0 0 0 0 LEGEND CLASSROOM ROOM NAME AND SQUARE FOOTAGE 640 S.F. - - - - - - - - - - - - - - - - - - 0 OCCUPANCY DESIGNATION J 15 TOTAL OCCUPANT LOAD FOR ROOM EXISTING OFFICE ❑ ❑ J 110 S.F. DESIGNATED EXIT © OPEN OFFICE EXISTING OFFICE Q ❑ ❑ O a w 543 S.F. 203 S.F. W < OCCUPANT LOAD FOR EACH EXIT O Q w — — — — — ACCESSIBLE PATH c ❑ G 0 M Z 111 N Z Q Z >� 1 =Z �.❑ 0 I—o a a a ❑ ❑ w a CV-I 'Moo of °O a — — — — — — — — — — — — — — PROJECT NO. EXISTING 2308 EXISTING OFFICE COMPUTER ROOM ISSUE DATE o „❑ 228OS F. © 2024-09-03CURRENT REVISION ❑ PERMIT SUBMITTAL 1 EXISTING OFFICEAT 2024-09 03 2 193 S.F.< © REVISION IDATE of d 0 2 _ ` * - 2 N= 4'-4 3/4" 10 IINIR AD C. MIOEMCONTAIN MATERIALS 7600 5TH AVENUE SOUTH d EXISTING OFFICE 1 sEATTLE.WA seloe a o LEICONTACT:GARV MOFFIT a'3 390 S.F. PLAN E a 0 EXI TING OFFICE OPEN TO BELOW 1139OS.F. pO do tr o C SHEET NAME MEZZANINE LEVEL EXITING PLAN m o v 'd u, SCALE AS NOTED 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL 'E OFFICE MEZZANINE LEVEL EXITING PLAN SHEET NUMBER .= 1 mo o N 1/411 = 1'-0EE AO.06 zw F-f� COPYRIGHT SCR ARCHITECTS iD M .. 88° 50'41 E SCR I Architects w .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. N I 1221 E.Pike St. Suite 205 477.42' Z Seattle,WA 98122 w 7 ARCHITECT/CONSULTANT SEAL U I 4 8879 I RnGISTERED ? I o AR ITECT ZI 5'-0" WIDE Scotl Connor I _i STATE OF WASHINGTCN ISIDEWALK I I I - ASPHALT 149'-3" DRAWN BY: amv 0 CHECKEDBY: C.R. I APPROVEDBY: C.R. I I I S-0" WIDE ° N PLANTING 81-0 `� Q0 � c0 BURLINGTON NORTHERN I STRIP o I RAILROAD 2s'—o° z p I ° DOCK HIGH I I LOADING = N RAMPS V �c9 �00 1 ° o J I o ROOF J z f' ° �XTENSION Q 67'-6" 260'-8" I I LV < Q w I I Z ZN W LU N = Q � Co I ° wQ CD a z I w F— o cD C7 z Z = .42' C' w ooly- 47 Q I g PROJECT NO. I ° 2308 I I 06 ISSUE DATE 2024-09-03 I CURRENT REVISION ° S 88 48 48 E PERMIT SUBMITTAL I DRAWING ` A140.40' 024�09 0 3 a 4 I REVISION I DATE rU N V) n O ❑� I I 20'-0" WIDE GREEN BELT dN ° oWHERANOAoREss: w Cfl MIPMOUNTAIN MATERIALS �£ 76DO 5TH AVENUE SOUTH O STLE,WA 981 a o I O r� CONEATTACT:GARV M86OFFIT L I 3 EY PLAN E y I I Z N ` I MAIN T BIT, 1 PLOT PLAN I 1"=30'-0"+/- 0 5 20-0 100-0° I BUILDING t r I ENTRY 5-0" WIDE PLANTING STRIP I A?�� SHEET NAME 3 I 290.00' PLOT PLAN 188TH ST. NORTHEAST SCALES AS NOTED -ESHEET NUMBER ;z i N< A1 .01 rU F N COPYRIGHT SCR ARCHITECTS f0 SCR Architects w 1221 E.Pike St. Suite 205 ---i ---i ---i — �— — — — — — — — — — — — — — — gyp— — — — — — Seattle,WA98122 ❑ } } t ARCHITECT/CONSULTANT SEAL O a aa7s Z Fl REGIST AR ITECTERED o a 1 sron caR o, A4.01 A4.01 A4.02 srnrE of wASHINCTON I I I II I I I I I II I I DRAWN BY: amv CHECKEDBY: C.R. APPROVED BY: C.R. I I I I �r - - -IF - - - - - - - - - - CUT EXISTING LAB ON I CUT EXISTING SLAB ON GRADE FOR NEW GRADE FOR NEW H FOOTING- SE FOOTING- SEE n STRUCTURAL D AWINGS STRUCTURAL DRAWINGS I I I I II I III O I II I I II I 0 II I I I II I = F-F- - - - -� — � - - ® - - - - � — I I I � - - - - � � - - I � z J F — _ � � I I I I III I � I II Ll a_ I II w Q af II a UJI af oo LU - - - - � 7 a o Lo Z cN co ----------11 -I - - - - t - - - == - - z7 - - =F - - - - - P NO. 2so$ ISSUE DATE � T� ----------� 2024-09-03 1 CURRENT REVISION r PERMIT SUBMITTAL — DRAWING PLOT DATE ma L� — III h 2024-09-03 `o< REVISION DATE =H LJ - - - - - - - - - - - - - - - - _ - -= - - - - -I - - - - � - - - - - - - - - - - � - - N� u N MTERIALSom 76005TH AVENUE SOUTH 0 5 sEArnE,wA sfilo6 n o CONTACT:GARY MOFFIT c3 KEY PLAN ------------- E c Ea o �a II I I I II I + lI + C 3 — — — — — — — — — — — — 1— — — — — — — — — — — — — — — — — — — — — — — — SHEET NAKIE \J FOUNDATION d DEMOLITION PLAN 'd= SCALE AS NOTED 9a 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL N OFFICE FOUNDATION DEMOLITION PLAN SHEET NUMBER 1/4" = 1'-0" Az �� • rU F V) I COPYRIGHT SCR ARCHITECTS i° SCRI Architects w 1221 E.Pike St. Suite 205 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � Seattle,WA 98122 7 5 ARCHITECT/CONSULTANT SEAL a as7s Q I I I I I III I I I aR aT' Z l scan C O 1 STATE OF WAS—0,HINGTON A4.01 A4.01 I I I I A4.02 I I EXISTING TESTING AREA DRAWN BY: amV CHECKED BY: C.R. APPROVED BY: C.R. I II � I II I I I ® I I I I I I O T O REMOVE THIS \\ // fDOOR AND = ______ N FILL J EXISTING OFFICE II o III 68 S.F. EXISTING OFFICE Q EXISTING LUNCH 1299 S.F ROOM W _o Q = Z w N Q rn EXISTING OFFICE W Q 0 EXISTING OFFICE Z Q 73 S.F. r_-- 129OS.F. Q O $ W Z p w � oO g a — — — — — — — — — — — — — — — — — — — — — — — — —I — FXISTING— —____------ SERVER ROOM PROJECT No. ------------ III 0 2 92 S.F. ISSUEUE DATE -------- III EXISTING OFFICE 2024-09-03 0 CURRENT REVISION ® 132 S. DRAA AWING P SUBMITTAL ,� II 2024AT —09-03 `o /' uil " REVISION I DATE ° ------- -------� 4L --- t� I I I -o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �� r -- w a� 760050TH AVENUNESOUTH S n EXISTING o �I __ J J \ j \ OENTRY CONTACT:WGARYMOFFIT -- m 212 S.F.°3 ISTING OFFICE PLAN E u2- 0 ----------- 139 S.F. ----------- °° ----------- �o II tr II II I II II II � SHEET NAME 3 `l FIRST FLOOR DEMOLITION PLAN SCALE AS NOTED 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL W SHEET NUMBER OFFICE FIRST FLOOR DEMOLITION PLAN .= N 14A2.01 Zo zU F-N COPYRIGHT SCR ARCHITECTS i° SCRI Architects w 1221 E.Pike St. Suite 205 w — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Seattle,WA 98122 UARCHITECT/CONSULTANT SEAL OUTLINE OF EXISTING 8879 REGISTERED Z FIRST FLOOR WALLS AR IrEcr 0 w 0 A4.01 A4.01 A4.02 srATe of wASHiNcioN I I I I I DRAWN BY amV CHECKEDBY: C.R. APPROVED BY: C.R. I I I OUTLINE OF EXISTING FIRST FLOOR WALLS OFFICE OFFICE OFFICE 0 169 S.F. 26 ES.F. 288 S.F. O O ------ ----------- Z J Co J EXISTING OFFICE OPEN OFFICE I I I Q EXISTING OFFICE 110O S.F. 543OS F. 203OS F. W V) Q LU Oco Z Z LLIN Z Q Z Q� O H o p(D U O ❑ 04 z_ w 00 J o g°�a PROJECT NO. EXISTING COMPUTER 2308 EXISTING OFFICE ROOM ISSUE DATE o 11� 2024-09-03 228 S.F. CURRENT REVISION PERMIT SUBMITTAL Ld EXISTING OFFICE DRAWING PLOT DATE of93�s F. 2024-09-03ma REVISION I DATE v m 2 yN I I I I I R AND ADDRESS g 3 MIDE-MOUNTAIN MATERIALS 76005TH AVENUE SOUTH L EXISTING OFFICE SEATTLE,WA 98108 ao LEICONTACT DARV MOFFIT a'3 390 S.F. PLAN u 2 OPEN TO BELOW - EXISTING OFFICE 139E S.F. m ao o tr go - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - 1 - - - - - - - - - - C 3 O SHEET NAME MEZZANINE LEVEL DEMOLITION PLAN SCALE AS NOTED - 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL OFFICE MEZZANINE LEVEL DEMOLITION PLAN SHEET NUMBER I = N 1 A2.02 1/41' = 1'-0" zU F-N COPYRIGHT SCR ARCHITECTS f° W A4.01 A401 A4102 ,.SCR I Architects 1221 E.Pike St. Suite 205 i---i i---i i---i Seattle,WA98122 U } } ARCHITECT/CONSULTANT SEAL 8879 a Z REGISTERED AR ITECT-- w a srott coR�o, O STATE OF�WASHINGTGN I I I I I I I I I I I DRAWN BY: amy CHECKEDBY: C.R. APPROVED BY: C.R. I I I I I I I I I FIRST FLOOR WALLS SHOWN, TYPICAL I I I I I I I I O SEE STRUCTURAL- - - - - - - - - - - - - - - - - - — — — DEAWllJM O 4 Z I I I ® I � J cn w Q af I I aLU af O" Z LLI N ❑ Q Z rn z Q� Z 0 �1.-0 W'Lo Z I2 QcN G°o J � � °r a — — — — — — — — — — — — — — — — — — — 3 PROJECT NO. ---------- 2308 ISSUE DATE 2024-09-03 ---------- CURRENT REVISION PERMIT SUBMITTAL DRAWING PLOT DATE --- 2024-09-03 °2 REVISION IDATE rU 20 D`a? MIDE-MOUNTAIN MATERIALS d L 8EATTLE,WAN98708 UTH a0 3 ----------- KEY PTLAN GARV MOFFIT 2 ------------- "O do tc —lI — — —c — — — — — — — — — — 3 + sHEET IvnniE FOUNDATION PLAN �d d� 'd= SCALE AS NOTED 9a 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL N OFFICE FOUNDATION PLAN SHEET NUMBER o • rU F V) I COPYRIGHT SCR ARCHITECTS i0 ZL W A4.01 A4.01 A4102 SCR I Architects 1221 E.Pike St. Suite 205 w - - - - - - - - - - - - - - - - - - - - - - - J - � Seattle,WA 98122 U ARCHITECT/CONSULTANT SEAL a 8879 < Z ' REGISTE AR ITECT Scott Connor O STATE OFoWASHINGTON I I I EXISTING TESTING AREA 0 I I DRAWN BY: amV L�j ! CHECKEDBY: C.R, ENTRY APPROVED BY: C.R. ESTIBULE (LUNCH ROOM Lj 1 403OS F. O DOOREMOVAND'S R = - NFILL VENDING EXISTING OFFICE HXISTING OFFICE O J MACHINES N �} 68 S.F.Fir AND DOORS 2OF Q aV) LU O" 04 NEW WALL Z w co EXISTING OFFICE EXISTINGOFFlCE Z O Q TRASH + 0 29 S.F. Z Q RECYCLE 73 S.F. Z � I Z w C� DoOf J - - - - — - - — g FXISTING- - - - — - - — - - c �Q a SERVER ROOM 3 PROJECT NO. 2308 ---------- 92OS S.F. MISTING OFFICE ISSUE DATE ---------- �I 132 S.F. 2024-09-03 CURRENT REVISION ® PERMIT SUBMITTAL DRAWING PLOT DATE --- 2024-09-03 ma a S REVISION IDATE K 21 n NEW dN OR t �P - +INEW ttS- - - - - � - -Nc - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISINGENTRY MIDEM w d �12OS.F. 76005OTH AVENUNE SOU HS SEATTLE,WA 98108 aL CONTACT:GARV MOFFIT 3 (STING OFFICE ------- PLAN E E.2 n n 144 S.F. o _--------- I I I I I ----------- I m m o t n J UP aoo — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r — — l 1 SHEET NAME o �l FIRST FLOOR PLAN PHASE 1 'd= SCALE AS NOTED - 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL W SHEET NUMBER OFFICE FIRST FLOOR PLAN .= N 1 A2. 11 Zo zU F-N COPYRIGHT SCR ARCHITECTS r17 T 1-1 T�=i=�T� =�r7= x 1 1 N A4.01 A4.01 I uF� A4.02 SCR Architects F LIB L L II 1 J- J-L = L]11L1221 E.Pike St. Suite 205 J - - -- Seattle,WA 98122 U ARCHITECT/CONSULTANT SEAL 11 POSSIBLE FUTURE 8879 REGISTERED Z STAIR LOCATION AR IrEcr 0 � scan Connor O STATE OF�WASHINGTON I I I EXISTING TESTING AREA 0 I � I DRAWN BY amv ENTRY CHECKEDBY: C.R. VESTIBULE APPROVED BY: C.R. II I I I I I I (LUNCH ROOM 1403SF O REMODOORVAND'S = NFILL VENDING HXISTING OFFICE J MACHINES EXISTING OFFICEN �} 68 S.F. AND DOOR NEW E 2OF Q V) a LU m co 04 Z =1 NEW WALL EXISTING OFFICE EXISTING OFFICE � Z Q TRASH + 0 129 S.F. Z Q RECYCLE 73 S.F. Z I I qn 01 1 z w CC3 DoOof J - - - - — - - — FXISTING- - - - — g SERVER ROOM 3 PROJECT NO. ---------- 92OS S.F. MISTING OFFICE ISSUE DATE 10---------- �I 1 132 S.F. 2024-09-03 CURRENT REVISION ® PERMIT SUBMITTAL DRAWING PLOT DATE --- 2024-09-03 a 2 REVISION IDATE K 2 m n� NEW DOOR dN t -�jP - + -AND WALLS - - - - - -Nc - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISINGENTRY MIDEM w d �12OS.F. 76005OTH AVENUNE SOU HS SEATTLE,WA 1"M0' aL CONTACT:GARV MOFFIT 3 (STING OFFICE ------- PLAN E E.2 n n 144 S.F. o L _--------- I I I I I ----------- I m m o t n J UP o m — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r — — l 1 SHEET NAME o �l FIRST FLOOR PLAN E c c I B + PHASE 2 A 'd= SCALE AS NOTED - 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL W SHEET NUMBER OFFICE FIRST FLOOR PLAN o= N 1 A2. 12 1/4" = 1'-0" zU F-N COPYRIGHT SCR ARCHITECTS W Aa.o� A4.01 7SCR I Architects N 1221 E.Pike St. Suite 205 w — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Seattle,WA 98122 U ARCHITECT/CONSULTANT SEAL OUTLINE OF E IG ae7s FIRST FLOORNALLSSTIN aR ISiTEcr Z K 0 STATE OF WASHINGTON I I I I I I I I I I DRAWN BY: amy CHECKEDBY: C.R. APPROVED BY: C.R. I I I I I I I I OUTLINE OF EXISTING FIRST FLOOR WALLS OUTLINE OF NEW FIRST FLOOR WALLS BELOW O I I I = z J OPEN OFFICE N EXISTLEFFI E 0 Q 543 S.F. E ISTING OFFICE 110 S.F. 0 N 194 S.F. W Q LU I I a H Z Z N Q LU co z >� o H DOWN I._U W o Z w 5 000❑ C) g a PROJECT NO. EXISTING COMPUTER 2308 EXISTING SSUE DATE OFFICEROOM 2024-09-03 228 S.F. 110 S.F. CURRENT REVISION PERMIT SUBMITTAL EXISTING OFFICE DRAWING PLOT DATE ma 1 ® 2024-09-03 2 193 S.F. °S REVISION I DATE 1=U v m 2 m� DOWN 8 3 MIDE-MOUNTAIN MATERIALS 7600 5TH AVENUE SOUTH d` EXISTING OFFICE sEATTLC E.WA sBio6 n o LEICONTAT:.ARVMOFFIT a'3 390 S.F. KEY PLAN 1.0 n EXI TING OFFICE OPEN TO BELOW 11399 F. I m tr I I I i� Cc — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SHEET NAME MEZZANINE LEVEL FLOOR PLAN E D c B n PHASE ONE 'd= SCALE AS NOTED 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL OFFICE MEZZANINE LEVEL FLOOR PLAN - PHASE 1 SHEET NUMBER E2 N 1 A2. 13 1/4" = 1'-0" zU F-N COPYRIGHT SCR X ARCHITC A401 401 c; I I I I II I I I II TI I I IT r— — A402 SCR ArchitectsI IDNw L I� LJ LI_L L1 _LI_L 1221 E.Pike St. Suite 205 r w — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — _ r� Seattle,WA 98122 U J ARCHITECT I CONSULTANT SEAL OUTLINE OF E ISTING POSSIBLE FUTURE STAIR 8879 REGISTERED z FIRST FLOOR FALLS LOCATION aR irEcr 0 K 0 STATE OF WASHINGTGN I I I I I I I I I I DRAWN BY: aMV CHECKEDBY: C.R. HATCH INDICATES NEW I I APPROVED BY: C.R. WALL, TYPICAL I I I I I OUTLINE OF EXISTING I OFFICE FIRST FLOOR WALLS OFFICE OFFICE 0 O 2OF 288 S.F. 169 S.F. O I I I = 4 Z J Cl) OFFICE EXISTING OFFICE J 110 S.F. 543 S.F. EXISTING OFFICE Q I I I 194 S.F. LU Q LU Z Z N N Q O p DOWN r � (7 O ❑ W z XL Moo J of rc � °!"2 a PROJECT NO. EXISTING COMPUTER 2308 EXISTING OFFICE =1 O 2024-09-03 228 S.F. 110 S.F. all CURRENT REVISION PERMIT SUBMITTAL Ld EXISTING OFFICE DRAWING PLOT DATE aa ® 2024-09-03 93 S.F. °¢ REVISION I DATE of N fn 2 - - � - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - � - - - - - - - - - - - � - - ------- DO N C.3 Al-MOUNTAINMATERIALS 7600 5TH AVENUE SOUTH d" EXISTING OFFICE SEATONTACT TLE, GAR WA 9VM810O8 PPIT a o LEIC : a'3 390 S.F. PLAN u s EXISTING OFFICE OPEN TO BELOW 13L=l pO m tr I I I a� C 3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — �I 1 SHEET NAME MEZZANINE LEVEL FLOOR PLAN E D c B A PHASE TWO �o 'd u, SCALE AS NOTED 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL OFFICE MEZZANINE LEVEL FLOOR PLAN - PHASE 2 ET NUMBER q2 1 N 1/41' = 1 v-0" A2. 14 COPYRIGHT SCR ARCHRECTS f0 W SCR I Architects 1221 E.Pike St. Suite 205 z Seattle,WA 98122 w 1 2 3 4 5 ARCHITECT/CONSULTANT SEAL O 4 8879 REGISTERED Z AR ITECT 0 a s�ott coR�o, O STATE OF�WASHINGTGN _ T.O. ROOF I I I I DRAWN By amv CHECKEDBY — APPROVED C.R. APPROVED BY: C.R. I I I I I I I I I I EXISTING OFFICE EXISTING OFFICE EXISTING EXISTING OFFICE -- -- CORRIDOR -- I I o I o o I I _ MEZZANINE LEVEL _ 0 NEW LUNCH NEW ENTRY EXISTING = ROOM VESTIBULE WAREHOUSE (� 0 0 o z J I I I I I N _ 0'FIRST FLOOR —0" J Q CUT EXISTING SLAB 0 � � GRADE FOR NEW W Q 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL FOOTING - SEE H = 1 SECTION 1 STRUCTURAL DRAWINGS af 1/4if = 1'-011 z Z M N W N Q a0 z >� Q Z 0 =o 1 2 3 4 5 w Z G aO J g a PROJECT NO. 2308 ISSUE DATE T.O. ROOF 2024 RRENTR 09-03 25'-3" +/- ON PERMIT SUBMITTAL DRAWING PLOT DATE ma 2024-09-03 2 REVISION I DATE rU I I I 2 71 c - - - - - - - - - - - - - - v w.o DC: a o MIDEMOUNTAIN MATERIALS EXISTING OFFICE EXISTING OFFICE EXISTING EXISTING OFFICE 76005TH AVENUE SOUTH o" -- -- CORRIDOR -- sEArnE,wA sfilo6 n o j CONTACT:GARY MOFFIT G 3 O O O O KEY PLAN 2 a — JII MEZZANINE LEVEL — — — — — — — — — — — — — — — 10'-0" +/— i o m o t I NEW LUNCH I EXISTING EXISTING a ROOM TESTING WAREHOUSE 0 0 0 `p Q -- -- SHEET NAME `= BUILDING SECTIONS FIRST FLOOR N a 0'-0" CUT EXISTING SLAB ON SCALE AS NOTED $ GRADE FOR NEW 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL FoorlNc - SEE N SECTION CT I O N 2 STRUCTURAL DRAWINGS SHEET NUMBER �o = 2 A4.01 w� COPYRIGHT SCR ARCHITECTS W SCR I Architects 1221 E.Pike St. Suite 205 z Seattle,WA 98122 1 2 3 4 5 ARCHITECT/CONSULTANT SEAL O 88 S79 REGISTERED Z AR ITECT 0 Scott Connor O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STATE OFoWASHINGTON _ T.O. ROOF I I I II I II DRAWN BY: amV CHECKED APPROVED B C.R. II I APPROVED BY: C.R. II I I I I II I I I I I FUTURE EXISTING OPEN STORAGE TO BELOW EXISTING OFFICE EXISTING EXISTING OFFICE POSSIBLE BATHROOM -- FUTURE OFFICE I —� — MEZZANINE LEVEL I I ————7 POSSIBLE FUTURE — — — — — — — — — — — — — — - — — — — — — — ----STAIRS — — — — — O _J ====i EXISTING V EXISTING ENTRY EXI TIN' EXISTING OFFICE EXISTING OFFICE EXISTING OFFICE I EXISTING WAREHOUSE Z O COR IDOR O O O I TESTING AREA __--� -t- I _ FIRST FLOOR III1 -- ] _ _ N --a J 0'-0" Q CUT EXISTING SLAB ON W N GRADE FOR NEW 2 2308 MID MOUNTAIN MATERIALS LUNCHROOM REMODEL FoonNc - SEE 1 SECTION 3 STRUCTURAL DRAW NGS 1/4 1 1-011 z Z N W CV a �co z >� � az O 'o z s04 ooO o � g a PROJECT NO. 2308 ISSUE DATE 2024-09-03 CURRENT REVISION PERMIT SUBMITTAL DRAWING PLOT DATE ma 2024-09-03 a S REVISION I DATE �U v m 2 y a a o tic m� m� 0 3 MIDEMOUNTAIN MATERIALS 7600 5TH AVENUE SOUTH d L SEATTLE,WA 98108 a o CONTACT:GARV MOFFIT °3 PLAN N.J E 2 c y m o m m o t>= m n° G SHEET NAME BUILDING SECTIONS ad SCALE AS NOTED `a SHEET NUMBER c� �= A4.02 zU F-N wTERxATro»tLBDaDwGDQ�„BDt —+ °QMRErE.x°RExQ�w°xPE aro.° STRUCTURALB EE e° w°Ax°wax°spEc«roA°e DRAWING LIST ® • LQmwRO ..... uvsR ,. C.N;RETE SHALLCOrsO FM TO THEINOICATED REFERENce co O=s ANO STANOARDA +. ALLEXRCEDSTEEENesT SHRD RE.Fast:NERSS.A E TDIPPEDcxvA.le .REPOav PAINTEDPER SHEET NUMffRS HEET NAME SSUE DATE �'Roo r.,NTALL,D ILI ............................................... Excevras MoorlEo eEL°w AR HIT CTREa uREue�Ts.nu CUT REPAIRED AND EXPO S¢o suftrncE sNAL BE vn N_wim D)cum°vgsw REsioenrwL wELoro...................................... ,pvsp Acpaw-sTANoaxV SPEaNcanons FORstRUCTURu co N:RETE —CRiCx PAINTFERASTMATBB.w to RTOMATCH -NO. ES-0G NERAL NOES AND 07-27-24 US-BALco N�,PUTHO Rd LIE Lo m....................... epvsF ACp3+a-IBUILDINGOODEREQUREMays PORSTRUCTURA-CONCRETE SPECIFICATIO Ni InfD@b2englneere.CDm IS co moo RL KwavLNE smpsu ACx365R•HOTwFATHER co N;RET NO' z STEEL SHALLCO rpoRn TO THE HOILowuG STANDARDS 425-318-7047(0) Or"EUVELO m.... ............. ... AcxaoeR-•cOwwEarxsR ru N:REnNG' nBE co wMls. AST A6BB,GmOEe(Hv-4e KSH 5-1 F RAM NG PLAIJ50 7-27-24 PARKNGLN�E TO m_._WAEEL LQm Acxss4 cuOE FO RM FAsuRrvc MNNG TRAMSPO RnNGANOPucirvGw N;RETE wDEFuNO ECOwMIsoRBEAMS ASTM 5r2c Fro 5-2F RAM NG OETAIL50 7-27-24 425-318-0031(C) STEEL PIPES AETMU3TYPEEORsG DEB(Fy•u T) wxD CENUMIa z cOFVRETEI mEssrvE STRENC THREQ IRE"11 Ps BTEELPIATEBANG IESANOMsc ASrN AS5(Fy SB )0RASTM mn GEll total:3 au LO NG ctAssFu • eEARNG eo Us: ULTwatE wino SPEEO(ssECGt )MEm ...... BS HRI SUP CNITGAL Eo vs: AETMA325Wrt .WASHERS WIND EYPO wRE........................................... e T v w RENT R r ANCHO Reo US: A"'Asg7(wooV HxAM nc) TowcR,PHIC FAcrORKa........._...... f.g FooTNG 'PSI vsl(DEsroxEASED oxzspg RV rozcRETq ANcxo RBO11s: ASTM A325(STEEL FRAM NG) S Psl(DEsroxeASEDQxxspovsl cQ,cREiq a wau psl(DEsroxBASED oxasopvsl co lcREiq ALL SLIP CRICA-CONNECTI..INOICAnNG TYRES,AND SHUL BE INSTALLEONSTRicT ACC owANCE wBH SEMEN. mUFACTURERS RECOMMBOAno re. SPECTRaLRESPON:Eco EFFl.ENr t... a,s POETTENSIOpEDBLDCSLAB NA 4. 3TRUct—STEEL wELViNO SHALL co RED Ra TO THE Awsco vs vHtarvV of sEISMc srrE CLAss................................. D Po sr TENSw ISO PARaNG soft xa ALL WELDING SHALL CO FFO FMTOTHE AWS CO�S ANDSmuCT1RAL DRAWINCEAND SHALL BE PERFO RI EB BY 3Elsrdc OSsw NCATEGOR............................... TowINO NA CERTIFIED WELDERS USING DR' Eroxx ELECTS'ESE DUCTILrtr(R) ° ...TC F xA MEDIODAND�BASEENEAR xs WELOSICTERE_IED tr4'w MNuot6FLLETMNMUA.NCREASEwEIV SiE TOAWSMNMtM SIZES. ELF KSI(AStS)FORCoxcRETEREIz1FOR;ING eASEOO NPLaTerH CKrvess. IL AND"ALL t. TURAL OESION DRAIrvacE susG FaOE VREv.sHAu coM RrwOH sa-REPO Rr: , E PO IT OFPUCEMe4T._CON;RETE.Pos'orO THEWEA ERBHAU HAVE S%TO"PREQUREO. a9_svE a�E sPE NO PRESSURE SPSIPSE AerMEmAssNE EARTH PREssuRE. uveR NO vemyz.�µsvyea�eMmmm«oce�nru°es� PERro vc NO (n)�4vMASd-'rone a�nNa*+uTlnlwe: NAIL NO MV REV UREM ENTS: jy0 fTas.vf sRE wm co,mxuols ow a..mueagnc mrmwnManacbon PPERro Oc lwnd unuwal� auxn apgicatianc.ma.eels anacnmm.mN spec elm«dacmrerc reauaememimjaw (c)ie ulnynu C.ATAUD vEwFV ALL OIMe.I1 ISSloraEUEM.'IN.orR nrvEW.o srTEINS c NO W�ry,�re wacemxcares ea osree louse aso,onager Egexsuenrrtra. v.r�rt�y ptl em.l�mp l�un'ar��'as aellvaream nlp�"ajsenasa�'p " es ace _DCw mmpHn�who corenucnon eccumexs) (D)Leveic a antl c Q Wiry Aecureace: lump mwwa uuwl smgliry lea..rysp dcexcwad'aauag grwrmawivaraa co Anxuols cTAND THE STRUCTURAL rote(v«iry aiambr'ag 6im.,'ryye,mope,embtlmmt.See,"ro5.3Mancrwls) vwgl iy m'"mmrlawtiona.brewa,e,iPa—ana applicauoa djaim aeuib neacn wnnauion vcRro ve venrycmtllasre wlm epvovea wnmmis Ue wmdywnn conatmcgon eowmmu venry pmpodm.delta-mxea roger,grout am prectrassing grwr mr emam,ecaocs TYPICAL-1—S HEPE THE NOES.DRAWINO S ANwoR PECRI+CEn HEEOI�FrER,TTEHE Mo1E V.rirymaae,ryre,ana gzedreinl--mtanaa,cI.I olrc.anapr —.ingrwlaoneana v, STRI_ ng(O ddrve,orpertolm areecn weiem ldm ormen m,,the I OSSERVEORFERFORNAENO (4) -T Vardy9orewcdon olmabrjolnm RANT PART FTHE WORK,THE COnBTRUCTION nq(O merve.«peponn m,exH"d'd joim«mmmr,Me QA OESERVEM) S.Verlry plecemm dreidwammL wnnecam,em peatrdsalnsmmona em ancnoragp slurs SXALLNOTBE scuEO FRO MPurvs,sEcrro ns,oROErAILS ON ns(o IS fbwve.oC.....MHw dM,H.l..W1dA.A O.ERVEORPERFOR.FASNOaDNI T.Verlry g,wr.pere pxor A g—Irg - tNuots THEIEINAWNI'T El. NOT'THE 13) UCUD NON MGM ENDA C.TME STABILITTOFTHE ,1.1 ntmetxe maanilang INDT dwNemjoinm.see commmmry Ver'Ify placemnt dg,autam p..treuing grmmrbonam mnaana Nuo is STRUCTURE 0 ICAUSE IISTRESS TO THE STRUCTURE ;)camp r.p retrdiang,v. a.M,6«gredeCinn.xremgarylll«M �ma..admreboada mdmmwrya mm MID MOUNTAIN IELr z)compem perco-atian groove wage M,6«areamrin ncxwmgory 11 v rytypa,aiaa,am locdan darvnom,inavaiag adaua danmoregedmvonyto awaurdl T dlycdwaaw,ar w,andaawnwmb 1t,2' m admre d dm w"a w OFFICE W a.admaagb„dmmbsbwnearegim,AlBea�.AppaB 3,T.N.a, �� aingdr're ammml tro6.2.1) Now maps r�NDTre w wMba,d,m aNDT E axBUBMRi (B, x:TreNprep regan.renw didn.dmmdegg,nar d,rre 1d d«(mmreremre P, El FMATIO IN.TOO MBRED BY THESE relOmerva.orpmann m.lmmreecn ncime connection,in OASEAVE Rve AdAENO «MweaMer(mmprewreabwe 9B F) �D(4, E) °' °appli wa m mbd,d.trgmw EXPANSION Aa s-„ 4�v ®xanmrdaAc maanryunim dm wnawcgondmin.tiro mmdr pma(nm+sgoB SF coxnxvo is (ol: 1.1AMllM areal AWCMSO 1.NE 2) QroER N) QNOFTHE INTERNATwroLEL INGCQ E(SO) it wpe,eLen�a'a d did-Bnnreijdm s.v � ae IAAc maonyumm am conamction dmin-nee mme,pm.left«m.nrel uo LG T. m NmaNrem,aa� VZ' �Hc B Po«ETS,CHASES,BLo«ours.ETC,SHu b)DlreHtwaldn"drew, s00ve"iy prepal amincm mam,r«Aac ma<alaY mmt soon sF dAAc meant» a)H doK+ypemn.an a«Wel wg ,T.vmuy1-11,dmmsm mam,r«AAcma<an,y(ana,n.gmt5mo SFOAACmmwm rt EDDSD10 D�s.sDUNDAT IS,ETC,LNO REHAUL ANY_EE STR CTFULDRMAwi�BBE UT FOR a)T«not.ldwdladmpdnmgmamre. NuoM: ° .)C.libmtmw,w.n '°_ gw anem mda 18825 67TH AVE NE o N3TRucno NorSTRUCTURu M NIRs AND REVIEW OFREQ I—I SuesnTUrwrs 2)snaMasm;aHm rxuo.s agNI..-maxa r«red,beam reaaealw is.....wlrn DA PERFO d) ts.O m.....parenond pn«na 6.a) LEVELaGONTwuoLs ARLINGTON,WA98223 rnu. wnnQam.x.F.malease 3sI—ns.+ trod plwm..'.pldcem aeln d«oaalme oBSEEnVEORve AdAENC—(4) NO Tl�swcwtoEdtn.Tana prec.::dwreoa:wd«al.I«n.�maaa a:a.mm.:�n a«'gage. PERlovc ICIENrnMEFORsnxucnlRAL ENO VEERS REVIEW. NO roanm deaER l aerh. rese,irygmae dnamxxneasdatrucwml panel anrenire agrwwln Ps vedynomnal[pedeamxlg mannve etaelcining pal,p edge.,rex P5 TENSIONNGSYSTEM EAex BVBM/ITAL cape aa'mee�epMalerlmgN.nunmrotm.ten«li�n.am met.pecxle between m.mnerc in eecM1 dago-rormmsmel eecxt re. at mg.magnaagmwitn app,ovm bunaing page MDURE PERrove ol-gmawnacW.woaduaaea sw"aiaq w�e�t or Br«rec v.Xry taro orrery ana p.rmmem pER,o vc are gn acwreanw wtiN All 36B9n'mnN) rntml iremtim In decomence.wmt PP ea wsa adbm pe ce 1 .1-SALE AND HEADED ANCH.REM OPurss +)veatyfwwners are'm caamrmmww.N ap«avm wbmml mnvdemg ere' nee v nal axe sgsMC Howowxsysn:M sucHAS SIM ISO NPRO DUCTS z)veayr�uanerinamnetion la In conm�mamewnn apprwm aubmnal enammureaurera REFS.DO NO — venry m brels beiew aneumv reuneaaens ere meTaete m xmwe ue eesgn brexre c�dciry. venry acwation.are evmncee to proper aepm elm nave reaclxm poem mbna1. ed�iry d.—dn«uen ASTM arcs mcac.mcation ana mob orwnwum Nlmbnd.. Rro RTO FABRICATo N.FUNSTAu. auR� Nemneta'Nspeaelpwnaere semucwm'n«Iw«alp snEesM1.arareiaai"oewm`.Iretlm rot hams. 0.1.0. Verey'uea dpmp.,maeXalaa.ngti.aamllBmicxa.ac.atloare gac.m.nandwmractiand co NDNUOIs fil RAL coM o TENTS deem rot d contrdiee Ill,observe surgmce dm vedy IMI roe been preperm PERrove o NEs PCOMIN-MERroa p opbe""'nlyWALLE e p AREEM RUSs mOve"'Eriyo�areyxna pelmsem'r"egcexinwradne are'Incmxea in ace«aarcewgn tln epprovee PERrovC NO i°R^aEn'wLE MI PMavTSUPPDRrSESMDAncHDR,GEORRESTRANNGSrSTEM No (ee,TOS.z.zmrw.ui,o) rya ° is e, e°_LE DRAWNGINFO SWINDOwwASHNGAND FALLPRO,ECTONEYETEMs _ _ B ad=rr lew,d B VdsI DO ^u�dad�I.A9nm_ eredlw,dnmlomarovebeenadred a Ian OONrINDO� .IeN;pe,r`d.a�a�afi�:pe.�l,;�°s t� s.2l n.p.wanap.s.cwa 6EEGECTCI ox3 empire,peH«m.lampanaai,,amm�tmdaandaN.�n.tem,.ma a metre anaowret.md.l«ae, p. Ima banal - ISSUE DATE 07-27-24 uffoeEavavwR vA.auAll ExPos'D wMffRSHULBE rde. CONTMUOIs 'T s3 pecidryeiemaln,permlm dddl, l irepdmare ea erormnea M N.reglndrea—IS. SEEC0.6i 000lxa, PREssuREmEATeD RExTERIORGraoE ,dap«.martm,�m�Raeai,awaamaaa.a P4 NODS pmr.endadx,reapoalnlednd,geaeaamdddamdddewnnmedarewdudaaadammta .sEEGo�T.00a,Me4rs ISSUED FOR PERMIT LUMBERGr DESTOBE(UNLESSNOTEDOTHER ISEONPL N): re dlend re.ne..eewrerem re tre" a.'%meuaimn°ma.a :o m1ere In gre a.�«na-ro,..rea�d�ng.nt«n rvuols NO Im,m deeadnd a PROJECT NO. 24114 z CONTwuOD' cows ooze°.sTw,xaCEFDN4D.irO.R connxuo is STUD -red «..a:nammare- Hom.rv.ad'ng ep.mew.anempmm�aamdm.am a««m.,««e.m,.am..mb coACIUD U; uDAROGRADEUN.o m«.wd wwret.m.aml. seE consr.DODlMe4Ts zA01.U.),Ml ata,re ampamti,...wnr,m..m.Ndiame.re b.a.mbre(r -- t'�areaednrewrNrea.wmmma�md,m apgcad.).nBNa.minam.nmoAamcxdapgbd.)abaa.aan.wabbXnsabl� ENGINEER BB bo BTS,zxsuioiiv....... IF a2 b ­l 1.ddremaare wet senaa 17us.2 ACC.IDWS ro SEcrronngxsraeeRiwaNn.patidaa mddremdnre wiN swede ngs.a sEEsrcnoxnox3 "MSHEADERs,Bx........ DFra +D.veaticatmn aHneb rencrele anwgN,plr«maewsing arteneona x.padmnaiem,arecrem P4 4.Paa,mdgeldondlinawcgonsdnemdsmwcorcence wire Ne corewceon eewmmm BEECOzsT.DOoluaars REVISIO NSCHEDULE BEAMS HEADERS.dX........ DFN2,WWPAGMDING am poor to rem«aldcnaec elm mrm.hom neem.am ctiucaal clan. POsrs.4%.5x......._.- DFm UR0 t,.m.pecuonamrmvorkf«cM1ape linec.locanon aM aimmcon. ,Toxpx[ucaL v,LE Fo rNDanO,s xeR zeoac,me co-eretnmetire ana veagcabon dcompmnw wiN wacwdion aowmsm v4 'NO venry instauanoa ep NO. ATE ESCRIPTION WEATE vsuLVl BEaMs 2 .NHICHER zaF v, TES co°r e.amnor dimadlore.nomaimmaiare,nom P a.Pmo,m aaa�eoaal q oa.a�ata.mc�n accoraanewnAne comwmoa aaw,lmab torque BEE..'.. EN EM OR ^Bw g,eageeismww,concrete m met ua Nlcxnew,dncMa ui1PLnIP4rRsno iSuiMTENT)u+o MMa(illSO,Ewinx ERnTW ftTrn e+Tl emmammre g enl� ev ix[aPPRo+EO REPoxr NOWOOD Ps x�� SCHFUUEE�"EEND''Ao sacN rv"Pv 'NTHE IT.Tn.n pecb ent(.)cnall be ergagee bytMownr«uwovnx.Agem,ana wiaamrw remcnre cy.tem dean g ome,Mdening o,comrenents wnnin rneman incpedm«mina.A NO THAN T ng sv+mm b.ItCant ontrectorwnace wads.to be y DB Nadoemam Me BdlainB ogdd pXorm worm I...wom m.quall�l�uori.rd DIAM FfERS FROMTHE Ell All 4DUMETER6 Ell MTHEEll EOFTHEMBeffR the s'd`pecmielmlmpecm4aJ ardor msting egercieamgb.aubjeatotneapprweldne Bullaing PERro OG NAILS COMMOwIRENAILs NAILING IN accowArvcE wrtX IBC TABLE 2aoast 12)TneleNotswoid lnwecareamwmwnmrtee acaswarete eowmmtamtm wdnwe. man wnarorce rn m "' H).sAdanrepetliow ac rM1guc Sa l�s.cnon+roa.z.fiare ndregdnawnen tb rao,icamric NOAS A TO RS IN je)�O bane ova s',sNo,n lac Qop«atlo,�c nE�m L.aEa pending theca irepectlanc z.wau daaaing PERIODC reE(35oio ZNC PEREo aeon Nesabxa r«um weaeapm boom coaamw,«anal aemmr ❑ MNut�o WPEao 1—%NEses�lEEssie...n uumNdEer°rs Ma=T THIS 1).NOTdwewa comtlerea in an dpo,ove+rmacdors anopmgbe parom�m ny uarmbnremr ,y0 ZFEAlse,v, IUE REpuREM T.EASTENERSANDeo NIEcr°FA1SEDTOGBHERSHA E°ETHE SAMETVPE wdporaree by the aH.I.Rderaaisc asB.Nr. (EG.HOTOIFE"NAILswrtH HOTol"Ev HANG Bts) LEAST DIM ENSIO NO lrvoMu )BH LBENTMED•BURFAao.Mo uam¢ No w6P„2 edUR.LwoopsPo°amINBEodro�mo :^�.REBBTAxSE C NLOUS AND AND SHAUL HAVEAM08TURE CO WENT WHENoR<<oNwoRo°,RRsa EMIT ; �oadaa' �acnalapaaaoIN.,,da,in,awm a:nw i,mtl. SPECIFICATIONS AND NrEN F TMOIE 1B .E°O:iorcEOALT PERCENT FRIO RHO ITS USE IN Fww NC THE STRUCTURE. Meurrsw PlacE NG sErsglc LLIO IS NOTALLO W I WRHOUr PRIORAPPRO NL �reredlan a n,g S—O FTIS HESTRUCTUPALENGNEEft O,REEOID. T MRTERMLTEBTFEQ UFED Irepec+lan.ar Lbclting.arc ,g dnrm.renNpd«mmrlwmwltmn Ne PERro Oc Rpwlpil b26wdwal Englmn2We PLAN CALLOUT AND DESCRIPTION e _ ® _ e �u.rumumavou,xe,oaauu NUM MR D ESCRIPTIO N info@b2engineers.mm 1A LL EXISTING STEEL CO WM IS TO REM AN ) 25-318-7047(O 2E MISTING INTERIO RWPLL TO BE REM 0 ED(NO NLO/)-BEARING) q25-31&OD31( ) 3N EW2X4(MN)STUDWALLATi6"OC.TOBELOM-BEARING.PROVDE 1/2"X3-112"TITEN HD ANCHO Ri At 16-0 C.TO EXISTING SLAB. 4E XISTINGWOO(IPO Sr TO BE REMOED.PRO VDE TEMPo R\RV SHO RNG TO FLO 0 RIO STS ABO\E PRIO RTO PO Sr REM OIAL. 5E XI STING INTERIO RWALLTO BE REM O,ED.PROVDETEMPOARVSHORNG AS REO URED PRIG RTO WALL REM O WL IF EXISTING WALL IS LOI)-BEARING. Ponx�ro 6 F 0 RHO 00 W MNCHO RSIZE AND EM MOM BIT,SEE SHEARWALL SCHEDULE 1��wow 4ro. n� { 7C O NrRACTO RTO FIELD VERIFY EXISTING FO O 7NG SIZE.MNIMUA SIZETO BE 66"X66"X12".IF INADEO LATE,PRO VDE TEM PO FARY SHO RING AS RED URED PRIO RTO FO0 TNG REM 0 VWL AND PRO VDE NEW FO 07NG TO BEAR EXISTING STEEL CO W M NAND NEW 6X6 PO Sr. ICI SE XISTINGPOSTTOREMNN 9P RO VDENEWSTUD PO Sr ANDCUTEXISTINGBEAMATNEWP09W/ACE PO Sr CAP(BO 7H SIDES.PRO VIDE TEM PO R Y SHO RING AS RED URED uoow.xvxwseEwxowawen.sa PRIORTOPOSI'REM OWL. ISOLATED FOO 7NG SCHEDULE IDT YPEW DTH ENG IFI HICKNE5" OWT EINFO fLEM @!T 1 R ECTANG UAR 0'3 0"1 OS 3 -#4 E.W.(BOl) 2 R ECTANG UAR 6'6 1 6"1 2('1 4)#6 BARS E.W. J (SO I ECTAN E. WIL SVfI DUL BO�E.W.(TO PB CFC M ID AND TYPE S IZE,COUNT AND NOTES inwsmwwxsroxw.w �mmxq-m ,.aexwww. Pxaa ID VPE S IZE C O LINT IN 0ES t x,n �""6' xc,ar,amnins B-2 L VL 5 ...S 2 .OE —_—_—_—_—_— ____—_—_ —_ 4 I W10X49 IMAe R,,ge W O 1 a,a�,��,"a,"�w. MID MOUNTAIN OFFICE �h EXPANSION n A MNN FLOG R' 18825 67TH AVE NE ARLINGTON,W A98223 A N.RTO NW AN T.N. PALW _-_ _ ___ ___ cT.1"%-TNOF DAMN"-o.Tl�oISDUE �I _______ ________ ___1 PNDErvTEM�MNrNONNM TEM DaSDSEssDrvLs DrvaED uREMD+M ma r�EESANDN.T AND eotcaEreMNaEa rvTs DRAW NG INFO -- - -- scMEouuEa NomowrwucNO NsrzEANo ISSUE DATE 07-27-24 ____ _____ ___ o�ai°eoRisizxas uoaosaraASTuc°irEioo e'Eunsun EsSN— ISSUED FOR PERMIT ______________53 ------- -------- --_ N>4—CH WITH.al�toRe l)AT1Sl PioicorvN PROJECT NO. 24114 a ¢ an>�.µ>x�,wmX4E°�•• Au eE oo rE wrtHNaTo,z Ho wsA x rw,xErmw,wmemmcnoE wui EAvsN rEo cNusNEo rvoa<.snwcuruo g -------------- ---------- ___ ___ WIXT71 a rvwc swau ee w-au w0000 os3wlm,aa nTcrvnliwc nr ENGINEER BB 8 ---- - asuo CINDITHING ANDAT,z AT riEUD uw0000 aosv wrtNm Ara N iuuD ATeooe REVISIO NSCHEDULE -- --- NO. D,TE ESCRIPTION TN- -NE III EZISTIN osiaj reaeo7o III woNN 'rouse ASENo.eO er euc Neew N s.C_oEHECTromus�D D DeV rvo uo w wo ma To Dom sTeucTuw.0 AND ••u0 E.TovE io NcartEaiAs�sNiAnorss _ ___ zTauss vwvn Nc vao Nuer uvo ors axcNrtecruNu ONAwwD s AEs Ex�snrvc eEAx.To eE NEMo�D. azcNNEcr ENio N A lEo- P6w RTosEAM ' R111111111- suEEMErvss �sr eE sueMnnso ro NENc NEErvs XANEHo NTo Co reTrvuarto1 As 6EOu6ED aooEDECNu uoro os 6Oorsrvoww,o-usso wuuoro DEFu no NsrvouDNOT—EED""iNALL uses a.Fuo o rno o rrNAMND uro urnuD w NaEcro rs IsucH As wMffrt EAlG EW --------------------------- P q zA sTRDwWWA'L oE, P EDS kVa 'S=A-L g FRAMING PLANS B r��l eeuowTNis Fuooa UPPER FL 1/4-1 � sNEAxwuuNo uwwN rNis ruooN 8 oLEG BID AND NO TES S-1 1/4'=1'-0' OmMTinz • _ ® _e /1 info@b2engineers.com u<v leo�N siossl (YJ 425-318-7047(0) 425-318-0031(C) wnN w re.s scREws Puluwc RDor TOPPLATE" I ——_�:o_ �rvG EA—. ER ATE... nILD NDN waEGPEaAaGNDwGB III --- --- — -- — — I � II I pia oICTUD Y^REMoD utTrtlo NWUL TO BE WALL AT III RONDEBLD w CBE RING, WIREGPEaaR� OW. RIMBo RD ANDNAILIN.PERPLAN NING TOREMA. G — TO REMMN DNAIUNG PRO —fin ——�— WALL TO REMMN .IO BT RnNPOICEM G.rt PER P— TOEACNJo6T �osTS AaE eEARING orvsTEEL BEAM —LAT1.I III NEW STER;LUNNG NG�IP x 'N.NL.o ee N'N.)T. I rrtlorvwALLroe EREM Eo III REMo"Eo(NONLoroBE4RINGj REODREovao RAR MREMo BT I' ABUPI—UPI MID MOUNTAIN MNTo RDw�II o� a III GVEX INGGI oN OFFICE IN I— G�DEPORNEW PODTMG E.GTNGGLAEON 5 E.GTNG o'RETE G�oEroREMAN EXPANSION 1=III III=III IIGDRGTORTDPELD�EEwFoo III III Ii,ls III IIIII p ooNG REIII j -I I II I11=1I1=1I I�LAN°,`T M'��P:�oRrvGAGREGUR o l I I �I�--R,�rr—rT�—R;��h I I I I I I I I I1=1I11I I I I11I11I1- PR oRro roowG REMDwL. —III III=1 I I1 I I I 1 11 I I III I�11 11=1 sealGn I z se n 2 18825 67TH AVE NE 112=r-o• yr=r-o• ARLINGTON,W A98223 DRAW NG INFO ISSUE DATE 07-27-24 ISSUED FOR PERMIT PROJECT NO. 24114 ENGINEER BB REVISIO NSCHEDULE NO. A ESCRIPTION FRAMING DETAILS S-2 Permit#: 6145 Permit Date: 09/03/24 Permit Type: COMM fRRCIALALTERATION Project Nam e: Mid Mountain M aerials Lunch Room Applicant Nam a SCR/Architects - Scott Connor Applicant Address: 1221 E. Pike St. Suite 205 Applicant, City, State, Seattle,WA98122 Zip: Contact: Andrea Cleveland Phone: 206-852-5192 Em Al: andrea@brodgardesignstudio.com Scope of Work: 1,530 s.f. Rem alel of First Floor Lunch Room and 670 s.f. Addition to the Mezzanine level. Valuation: 150000.00 Square Feet: 1530 Num ber of Stories: 1 Construction Type: VB O wupancy G ioup: F-2; Factory Low Hazard ID Code: Permit Issued: 12/06/2024 Permit Expires: 04/26/2026 Form Permit Type: COMM IRCIAL ALTERATION Status: COMPLETE Assigned To: Am cresia Lawlis Property Parcel# Address L egal Description O wner Nam e Omer Phone Zoning M 3 FINANCIAL 31051400302700 1 8825 67TH AVE NE MANAGEMINT Sto WaServic s & LLC Storage Services Contractors Contractor P rim ay Contact P hone A ddress C ontractor Type L icense License# Faber Construction, 6951 Hannegan CONSTRUCTION Corporation Ben Faber 3 60-354-3500 Rd CONTRACTOR UBI 601268821 Faber Construction, 6951 Hannegan CONSTRUCTION Labor&FABERCC887B8 Corporation Ben Faber 3 60-354-3500 Rd CONTRACTOR Industries Inspections Date I nspection Type D escription S cheduled Date C om lieted Date I nspector S tatus O1/20/2026 C20.BUILDING O1/21/2026 0 1/21/2026 B UILDING A pproved FINAL C 19.PLUMBING Final Plum flng approved for 11/21/2025 FINAL Mac's and Wan ai's locker 11/24/2025 1 1/24/2025 B UILDING Approved room only 10/29/2025 CO2.FOOTINGS 1 0/31/2025 1 0/31/2025 B UILDING Approved 10/29/2025 C09.FRAMING 1 0/31/2025 1 0/31/2025 B UILDING Approved Plan Reviews Date Review Type D escription A ssigned To R eview Status 09/23/2024 COMMIRCIAL BUILDING Approved ALTERATION 09/23/2024 COMMIRCIAL No land use concerns P LANNING Approved ALTERATION 09/23/2024 COMMaCIAL No corn m ats,LT&JK P W ADMIN-GIS Approved ALTERATION 09/23/2024 COMMIRCIAL No corn mats.Class 1.SB P W-SEW REV Approved ALTERATION 09/23/2024 COMMIRCIAL no corn m ats for this review. PW WAI.REV Approved ALTERATION Gus 04/30/2025 PERMIT EXTENSION BUILDING In Review REQUEST 07/09/2025 COMMIRCIAL Revisions B UILDING In Review ALTERATION 07/15/2025 COMMIRCIAL Revisions after issuance. B UILDING Approved ALTERATION 10/27/2025 PERMIT EXTENSION BUILDING Approved REQUEST Fees Fee D escription N otes A m omt Web Only-Dem dition E nter 1 if perm i is for dem dition $100.00 Building Plan Review T able 4-2 $1,246.86 Credit Card Service $3.00 Credit Card Service $37.41 Processing/Technology $25.00 Building Perm i T able 4-1 $1,918.24 Web Only-Dem dition E nter 1 if perm i is for dem dition ($100.00) Perm i Extension $110.00 Building Plan Review T able 4-2 $1,246.86 Perm i Extension $110.00 Total $4,697.37 Attached Letters Date Letter D escription 11/18/2024 Building Perm i 09/03/2024 Web Form-Building Application Paym acts Date P aid By D escription P aym art Type A ccepted By A m cant 09/03/2024 XBP Con£ $100.00 208988118 09/03/2024 2 08988118 A m aesia Lawlis $ 3.00 09/23/2024 XBP Conf: $1,246.86 210629399 09/23/2024 210629399 A m aesia Lawlis $37.41 11/25/2024 216078473 ($100.00) 11/26/2024 XBP Con£ $1,943.24 216169097 06/02/2025 XBP Conf: $110.00 233076244 07/23/2025 XBP Conf: $1,246.86 237994864 10/27/2025 XBP Conf: $110.00 247156057 O itstanding Balance $0.00 Notes Date Note C reated By: 10/27/2025 Extension approved L aNay Hendrick 10/24/2025 Expiration notice sent L aNay Hendrick 05/30/2025 sent expiration notice H annah Hardwick 04/28/2025 sent expiration notice H annah Hardwick 11/18/2024 refund request sent A m aesia Lawlis 10/30/2024 Pending contractor A m aesia Lawlis 09/23/2024 plan review paym ait received-perm i routed for review A m aesia Lawlis 09/05/2024 refund dem ofee A m aesia Lawlis 09/03/2024 Em al sent-hard copy A m aesia Lawlis Uploaded Files Date File Nam e 10/27/2025 29167890-RE BLD6145-Expiration notice.pdf 07/23/2025 27477404-20250714 BLD6145 Approved Revised Structural Drawings.pdf 07/23/2025 27469932-20250714 BLD6145 Approved Revised Plans.pdf 07/15/2025 27345184-20250714 BLD6145 Revision Scope.pdf 07/15/2025 27345185-20250714 BLD6145 Revised Plans.pdf 07/15/2025 27345186-20250714 BLD6145 Revised Structural Drawings.pdf 04/30/2025 25699325-20250430 BLD6145 Perm i Extension Request.pdf 12/06/2024 23421925-20241206 BLD6145 IssuedPerm i.pdf 09/03/2024 2e0c8639f76a299ae9bfce5b9d6ae49d 2024.09.03 updated-com m ecial tenant im govern dit app iication.pdf 09/03/2024 18a77073d5c8babOlef37ac21717edfe 2024.09.03 mil m amtain m derials lunch room b2 perm i subm ital set.pdf 09/03/2024 5d008cddf95b6a82b25dbb41449d48bb 2024.09.03 m d m contain m aerials lunch room scr architects perm i subm ital set.pdf C> For the best experience, open this PDF portfolio in Acrobat X or Adobe Reader X, or later. Get Adobe Reader Now!