1420 80TH ST SW D 2020 BIRDWELL MACHINE Plans 2025-02-03

DRAWING ABBREVIATIONS BARRIER FREE NOTES GENERAL NOTES DEMOLITION NOTES ABV ABOVE HDW HARDWARE SITE 1. It Is the responsibility of the contractor to become fully aware of any and all 1. THE CONTRACT FOR CONSTRUCTION CONTAINS ALL DEMOLITION WORK AFF ABOVE FINISHED FLOOR HR HAND RAIL 1. All construction shall comply with all applicable codes Including but not limited to: conditions related to the site and existing conditlons that may affect the cost of REQUIRED TO PREPARE THE BUILDING FOR THE CONTRACTED CONSTRUCTION ADJ ADJUSTABLE HVAC HEATINGIVENTILATING/AIR Chapter 11 of the IBC w/WAC 51-50 WA State amendments,the ICC/ANSI A 1 17,1, scheduling construction activities,prior to submitting a Old. WORK. THE CONTRACTOR MUST VISIT THE 517E PRIOR TO BIDDING AND nI tenn'N�I' CONDITIONING and the American With Dlsabllltles Act. DETERMINE THE FULL EXTENT OF THE WORK AND BE RESPONSIBLE FOR SAME. . Do not scale drawings or details-use alven dimensions. Check details for location 2. WORK SHALL INCLUDE ALL DEMOUTION WORK SHOWN ON DRAWINGS OR AS 1111 ll AB ANCHOR BOLT HM HOLLOW METAL 2. An accessible route of travel to all accessible facilities shall be provided per IBC 2of all Items not dimensioned on plans. Dimension on plans are to face of framing or REQUIRED TO COMPLETE NEW WORK AS SHOWN.TAKE CARE TO REMOVE ALT ALTERNATE HORIZ. HORIZONTAL sec.1 104,and ICC/AN51 A 1 17.1,chapter 4,and as Indicated on the plans.The ONLY THOSE AREAS NECESSARY AND TO AVOID DAMAGE TO ADJACENT centerline of columns typically. Door and cased openings without dimensions are to be WORK. ALL ADJACENT OR OTHER WORK IN THE BUILDING OR ON THE SITE ALUM ALUMINUM HT HEIGHT walking surface,In the direction of travel,shall be no steeper than 1:20(except three(3)inches from face of adjacent wall or centered between walls. DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED. 9501 ST STREET SOUTH ANOD I ANODIZED HWH I HOT WATER HEATER ramps)and the cross slope shall be no steeper than 1:48. 3. Contractor shall verify all dlmenslons and conditions at the Job site Including but not 3. PATCHING: ALL AREAS WHERE EXISTING WORK 15 REMOVED SHALL BE KIRKLAND,WA 98033 APPROX APPROXIMATE IN5UL INSULATION/INSULATED 3. Parking and passenger loading facilities shall be provided per IBC sectlon 1 106, limited to: Boll conditions,and conditions related to the existing utllltles and services PATCHED TO MATCH ADJACENT SURFACE UNLE55 NOTED OR SHOWN TEL:425.827.7850 AWT-# ACCOU5TICAL WALL ICC/ANSI A 1 17.1 chapter 5,and as indicated on the plans.Parking spaces and access OTHERWISE ALL PATCH WORK TO BE DONE UNDER THE GENERAL CONTRACT. FAX:EANDBE7.7014 ( ) before commencing work and be responsible for the same.All discrepancics shall be IPFOWAGEANDBEARD.COM TREATMENT-# aisles shall be at the same level and the surface shall be no steeper than 1:48. 4. NO MATERIALS FROM THE DEMOLITION ARE TO BE STOCK PILED IN HALLWAYS, reported to the Architect immediately and prior to submitting a bid. BM BENCH MARK;BEAM 1NT INTERIOR Identification of accessible parking spaces shall Include a van accessible sign and shall 4. The drawings indicate general and typical details of constructlon. Where conditlons L0551E5 AND STAIRS,ON PLANTING AREAS OR ON PUBLIC RIGHT-OF-WAYS. BILK BLOCK JHA JUFJ50ICTION HAVING comply with WAC 51-50 sec.1 101.2.4. ALL RUBBISH AND PRODUCTS OF DEMOLITION ARE TO BE REMOVED FROM THE AUTHORITY 4. Ramp runs shall have a running slope not steeper than 1:12.The cross slope of ramps arc not specifically Indlcated but are of similar character to details shown,similar SITE,UNLESS NOTED OTHERWISE details of construction shall be used,subject to review and approval by the Architect 5. REMOVE ELECTRICAL AND MECHANICAL WORK AS REQUIRED,EXCEPT FOR BLKG BLOCKING J7 JOINT shall not be steeper than 1:48.Outdoor ramps and approaches to ramps shall be and Structural Engineer. 5ERVICE5 BEYOND THE POINT WHERE NEW WORK WILL ATTACH. CAP ALL 13LDG BUILDING LAV LAVATORY constructed so that water will not accumulate on walking surfaces. PLUMBING AND DUCT WORK THAT WILL NOT BE USED. PATCH THE FLOOR AS DO BOTTOM OF LT WT LITE WEIGHT 5. The min clear width of an exterior ramp shall be 44'. 5. The Contractor Is to verify the location of all utilities and services to the site prior REQUIRED. CB CATCH BASIN MAX MAXIMUM 6. Ramps within the accessible route of travel shall have landings at the top and the to beginning any site Improvements and shall protect them from damage.The 6. VERIFY LOCATION&CONDITION OF ALL EXISTING UTILITIES PRIOR TO DOING contractor shall bear all expense of repair or replacement of utilities or other ANY WORK NOTIFY THE OWNER IMMEDIATELY OF ANY UTILITIES CLG CEILING MECH MECHANICAL bottom.The rise of any ramp run shall be 30"max.Landings shall be level and have a property damaged by operations In conjunction with the execution of his work.The ENCOUNTERED DURING DEMOLITION. THE CONTRACTOR SHALL REPAIR AND/OR CT CERAMIC TILE MH MANHOLE min dimension measured In the direction of the run not less than 60 Where a ramp contractor will verify and conform to all requirements of all utility companies,unless REPLACE ANY UTILITY ITEMS DAMAGED DURING DEMOLITION OR CL CENTER LINE MFR MANUFACTURER changes direction,the min landing elze shall be 60"x 60'.The width of any landing CONSTRUCTION. otherwise noted In the plans and cpeclflcations. CUR CLEAR MAT MATERIAL shall not be less that the width of the ramp. 7. ALL FURNITURE,TOOLS AND MISCELLANEOUS ITEMS OF VALUE ARE THE 6. No materials from the work arc to be stock piled on public right-of-ways. All rubbish PROPERTY OF THE OWNER COL COLUMN MT_ METAL 7. Ramps having a rise greater than 6'shall have handrails complying with ICC/ANSI and debris is to be removed from the site. 6. IF EXISTING HAZARDOUS MATERIALS ARE ENCOUNTERED ON THE SITE COMP COMPOSITE MIN MINIMUM A 1 17.1,section 505.Both sides of the ramp shall have continuous handrails except 7. Adjacent properties,streets and walks are to be protected from damage at all CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY. I--I CONC CONCRETE MILD MOLDING at access points and shall extend at least 12'beyond the top and the bottom of times. 9. IT SHALL BE UNLAWFUL FOR ANY PER50N TO CAUSE OR ALLOW ANY WORK CMU CONCRETE MASONRY NOM NOMINAL any ramp run.Intermediate handrails are not required.A curb or edge barrier Is 8. The contractor shall take all necessary precautions to ensure the safety of the ON AN A5BE5TO5 PROJECT OR DEMOU11ON UNLESS A COMPLETE UNIT I required at the ramp and landings or a 12'extension of the floor or ground surface NOTIFICATION,INCLUDING THE REQUIRED FEE AND ANY ADDITIONAL occupants and workers at all times during the course of the project. INFORMATION REQUESTED BY THE CONTROL OFFICER HAS BEEN SUBMITTED CONT CONTINUOUS OR NIC NOT 1N CONTRACT may c used per IOC/ANSI v 117.7 her crossing 9. Building systems and components not specifically detailed shall be Installed,as per TO THE EPA ON APPROVED FORMS,IN ACCORDANCE WITH THE ADVANCED W CONTINUE 8. The accessible route of travel,whether crossing or adjoining a vehicular way,Is to be manufacturers recommendations. Notify the Architect of any resulting conflicts. NOTIFICATIONS REQUIREMENTS CONTAINED IN ARTICLE 4:ASBESTOS CON5T CONSTRUCTION NT5 NOT TO SCALE separated from the path of vehicular travel by means of a curb,railing or other IO,Where devices or Items or parts thereof are referred to in singular,It Is Intended CONTROL STANDARDS SECTION 4.03(D). z CJ CONTROL JOINT 0/ ON OVER elements that are detectable by persons having a severe.vision impairment.When the that such shall apply to as many such devices,Items,or parts as are required to 1 O.COMPLY WITH ALL CODES AND ORDINANCES REGULATING DISPOSAL OF H I 1 CPT-# CARPET-# O/C ON CENTER aforementioned means are undesirable the boundary between the two areas shall be complete the work. CONSTRUCTION DEMOLITION DEBRIS INCLUDING ASBESTOS,LEAD&OTHER O defined by a continuous detectable warning of not less than 24'In width and properly P MATERIALS DEEMED HAZARDOUS. N DBL DOUBLE OPG OPENING 1 1.Install dust barriers and other protection as required to protect Installed finishes DEMO DEMOLISH/DEMOLITION OPP OPPOSITE complying with ICC/ANSI A 117.1 5ec.705 and facilities. U y 00 PIA DIAMETER OH OVERHEAD 9. Curb ramps shall have detectable warnings the full depth of curb ramp and shall also 12.Plumbing,mechanical and electrical drawings,etc.are supplementary to the (n DIM DIMENSION P-# PAINT-# comply with ICC/ANSI Al 17.7 sec.406. Q Q architectural drawings.Each contractor shall obtain his/her ancillary permit as req'd. L 015P. DISPENSER PTD PAPER TOWEL DISP. It shall be the responsibility of each contractor to check with the architectural C 0 OR DOOR PVMT PAVEMENT BUILDING drawings before Installation of their work. Any dlscrepancy betWan the architectural G 1 O.Flre doors shall have a minimum opening force allowable by the appropriate DESIGN BID NOTES F DW DISHWASHER PERF PERFORATED drawings and the consulting engineer(s)or other supplementary drawings shall be administrative authority.The maximum force for pushing open or pulling open doors UJ DWG.5 DRAWINGS PLAM-# PLASTIC LAMINATE-# brought to the architects attention In writing prior to commencing work. other than fire doors shall be 5.0 pounds.At exterior doors where environmental 13.ThIs project contains glazing that will be subject to federal and local lazin DWR DRAWER PVC POLYVINYL CHLORIDE q g pressure greater than 8.5 pounds,power operated doors P g g g 1) MECHANICAL,ELECTRICAL,SPRINKLER AND FIRE ALARM DESIGNS TO BE BIDDER- � LLI conditions require a closing standards and the glazing subcontractor shall be res onsible for adherence to these DESIGNED BY SPECIALIST CONTRACTORS AND SUBMITTED UNDER SEPARATE > OF DRINKING FOUNTAIN Pi PRESSURE TREATED P P P P shall be used within the accessible route of travel. requirements. If the Glazing LLI PS DOWN SPOUT PL PROPERTY LINE OR PLATE q g g subcontractor finds anything In the documents not In PERMIT. 1 1.Provlde a floor or landing not more than 1/2"lower than the threshold on each side com licence with the standards,he/she shall bran discrepancies to the attention of EA EACH PLY(WO) PLYWOOD of the accessible doors. P g P the architect before proceeding. ELEC ELECTRICAL REFR I REFRIGERATOR 12.Provide an unobstructed floor space extending at least 18'beyond the latch on the EL ELEVATION REINF REINFORCED pull side of the door for all accessible doors.See chart 404.2.4.1 of]CC/ANSI 14.AII glazing hazardous locations,defined by the IBC,sec.2406,shall be Q safety glazing,Including but not limited to the saffetyety glazing Identified In the EQ EQUAL REQ'D REQUIRED A 1 17 1 construction documents. EXIST EXISTING ROW RIGHT OF WAY 13.Provlde an unobstructed floor space extending at least 12'beyond the latch on the 15.A11 flnlchec shall comply with 2015 IBC Chapter 8 and Table 803.9 based on EX EXISTING RM ROOM push side of the door for all accessible doors which are equipped with both closer and occupancies Ilsted on approved plans. Contractors shall be responsible for verifying ~ EB EXPANSION BOLT RO ROUGH OPENING latch.See chart 404.2.4.1 of ICC/ANS1 Al 17.1 that all submltted finishes comply with the Classlflcatlons Ilsted, EMB EMBED RB-# RESILIENT BASE-# 14.1n Group B occupancies,key-locking hardware may be used on the main exit when the 16.There shall be no exposed pipe,condults,ducts,vents,etc. All such lines shall be EJ EXPANSION JOINT RF-# RE51UENT FLOORING-# main exit consists of a single door or pair of doors If there Is a readily visible,durable concealed or furred and finished,unless noted as exposed constructlon on drawings. EXT EXTERIOR RS ROUGH SAWN sign on or adjacent to the door stating'TH15 DOOR TO REMAIN UNLOCKED WHEN Offset studs where required,so that finished wall surface will be flush. EN END NAIL SIM 5IMILAR THE BUILDING 15 OCCUPIED".The sign shall be In letters not less than 1'high on a 17,Contractor shall provide temporary bracing for the structure and structural EIF5 EXTERIOR INSULATION 5HT SHEET contrasting background.When unlocked,the single door or both leaves of a pair of components until all final connections have Oren completed In accordance with the FINISH SYSTEM I doors must be free to swing without operation of a latching device. plans. EQUIP EQUIPMENT SAT(-#) SUSPENDED ACOUSTICAL 15.Handle5,pulls,latches,locks,and other operable parts on accessible doors shall have a I6.Carry all footings to solid,undisturbed original earth.Remove all unsultaOle material TILE-# shape that Is easy to grasp with one hand and does not require tight grasping, under footings and slab and replace with concrete or with compacted fill as directed EXP EXPOSED STL STEEL pinching,or twisting of the wrist to operate.Such hardware shall be mounted 34"to by architect. EXP EXPANSION 55 STAINNLE55 STEEL 48'above the floor or ground.See door schedule&hardware specification. 19.AII wood framing details not shown otherwise shall be constructed to the minimum SPEC SPECIFICATION 16.AII Melon panels in any door:the bottom shall be a maximum of 43'above the floor. standards of the IBC. FO FACE OF 5F SQUARE FEET See door schedule for types and locations. 20.All wood In direct contact with concrete or exposed to weather shall be pressure FOC FACE OF CONCRETE SG SAFETY GLAZING 17.Where toilet facilities are provided on any floor of a multi-story bUllding,toilets shall treated with an approved preservative unless decay resistant heartwood of cedar or PERMIT FOP FACE OF FRAMING STOR STORAGE be accessible.See floor plans for locations. redwood Is used.Fasteners for pressure treated wood shall be hot dipped galvanized SET FIN FINISH 5U5P I SUSPENDED 18.Accessible toilet rooms;the water closet shall be positioned with a wall or partition steel,stainless steel,silicon bronze,or copper. FAF-# FLUID APPLIED FLOORING SYS SYSTEM to the rear and to one side.The centerline of the water closet shall be 16'min.to 21.Provide fireblocking vertically at ceiling and floor levels and horizontally at Intervals JOB NO: 19.63 # 18•max.from the side wall or partition.Clearance around the water closet shall be not exceeding 10 feet,and as required for concealed spaces under IBC sec.717.2. �SsugDATE FE FIRE EX1INGU15HEF T-# TILE-# 60"min.From the side wall,and 56'min.,measured perpendicular from the rear wall. 22.Provide galvanic Insulation between dissimilar metals. 2/19/202 FF FACTORY FIN15H TEL TELEPHONE No other fixtures or obstructions shall be within the water closet clearance.The 01 FERMiTSE FIFE FINISH FLOOR ELEVATION T&G TONGUE&GROOVE clearance around the water closet shall be permitted to overlap clear floor or ground 23.( downspouts and roof drains t be connected to storm sewer by tight unless 0 (permitted by local Jurisdiction)site conditions allow for drywells or surface drainage FEC FIRE EXTINGUISHER AND THK THICK space or clearances at other fixtures and the wheelchair turning space. and unless noted otherwise in construction documents. CABINET 19.Flu5h controls shall be mounted for use from the wide side of the water closet area 24.The contractor and/or the sub-contractors shall apply for,obtain and pay for all FP FLOOR DRAIN TB TOWEL BAR and not more than 44"above the floor. required permits and fees except for the building permit. FUR FLOOR OR FLOORING T05 TOP OF BEAM 20.0perating devices on plumbing fixtures shall be operable with one hand and shall not 25.Approved plans shall be kept In a plan box and shall not be used by any workmen. All FTG FOOTING T05 TOP OF SILL require tight grasping,pinching or twisting of the wrist.The force required to construction sets shall reflect the same Information. The contractor shall also FN FIELD NAIL TOW TOP OF WALL activate operable parts shall be 5 pounds maximum. maintain In good condition,one complete set of plans with all revislons,addenda and FIND FOUNDATION TPD TOILET PAPER DISP. 21.Faucet control handles shall be located not more that 17"from the front of the changes orders on the premises at all times.Said plans are to be under the care of FOIC FURNISHED BY OWNER TPL TOP PLATE lavatory,sink or counter. the Job superintendent. INSTALLED BY TO TOP OF 22.Controls and operating mechanisms Including switches that control Ilghting,ventilation 26.The contractor shall secure permits requlred by the fire department prior to bullding CONTRACTOR or electrical outlets:In accessible spaces,along accessible routes or as part of occupation. GA GAGE TYP TYPICAL accessible elements,shall be between 36'and 54'for an unobstructed side reach 27,Con5truction shall comply with all applicable local and municipal codes,ordinances and GALV GALVANIZED UNO UNLE55 NOTED and 48'maximum for an unobstructed front reach.Sec ICC/AN51 A 117.1 sec 308 standards.In case of any conflict wherein the methods or standards of Installation WS OTHERWISE for obstructed reach ranges. UM-11P1IEIrl. 1' or the materials specified do no equal or exceed the requirements of the laws or xp�e`��»Eon R, GB GRAB BAR UR URINAL 23.Electrical and communication system receptacles on walls shall be mounted a min of °p1tx"°F;O °:�`E°I GEN GENERATOR VB VAPOR BARRIER ordinances,the laws or ordinances shall govern. a PRIOR•RRA-E°rN w I1 � " 15'above the floor. 28.Constructlon hours,per local Jurisdiction,are to be observed for all phases of the °m'.°E> ^=r^K E,•s GL GLA55 VENT VENTILATION 24.Hardware:1)handles,pulls,latches,locks and other operating devices on doors and project. GLB GLU-LAM BEAM VERT VERTICAL windows shall have lever or the shape which will permit operation which does not 29.Contractor shall provide for coordination and scheduling of structural tests and GR GUARD RAIL VG VERTICAL GRAIN require tight grasping,pinching or twisting of the wrist 2)door hardware shall be W/ WITH mounted at 36'to 45'above the floor. special Inspections required under section 1704 of the IBC.See also structural MS.TATEOFWASHMTON notes. GWB GYPSUM WALL BOARD W/O WITHOUT 25.Tactlle exit signage:a tactile sign stating EXIT and complying with[CC/ANSI A 117.1 30.The contractor shall verify all door and window rough-opening dlmenslons with the GYP GYPSUM WP WATERPROOF NG and IBC 101 1.3 shall be provided adjacent to each door to an egress stairway,an door and window manufacturers prior to framing such openings. HE, HOSE BIB WWF WELDED WIRE FABRIC exit passageway and the exit discharge. See Door Schedule for locations. 31.All required fire assemblies shall bear a label from a recognlzed agency showing the HC HANDICAPPED WR WATER RESISTANT 26.Tactlic room signage:signage complying with ICC/ANSI A 117.1 and IBC 1 1 10 shall be specific rating as required by code. HD HOLD DOWN WND WINDOW provided at the latch side of doors as Indicated on the plans.See Door Schedule and 32.Electrical rough-In and reflected telling plans are for the general information of the HDR HEADER WO WOOD specifications. contractor. The exact locations of fixtures shall be verified by the contractor. 27.The leading 2'of a tread shall have visual contrast of dark-on-light or light-on-dark 33.5ound Insulate all plumbing walls and additional walls indicated on plans. NOTE: from the remainder of the tread. ICC/ANSI A 1 17.1.Section 504.5. This applies to IF AN ABBREVIATION 15 FOUND IN THE SET OF PLAN5,15 NOT LISTED ABOVE,AND all Interior stairs as well as exterior stairs located on an accessible route of travel. HERE 155TANY QUESTION AS TO IT5'INTENDED MEANING,NOTIFY THE ARCHITECT ABBREVIATIONS, GENERAL NOTES 9 P A-1.0 OF EVERETT it ='IIEWED FOR PERMIT