21-100325-CO-Building B Architectural Plans-07-08-2022-V233855 WEYERHAEUSER WAY S
702 ALARMS17" MIN8" MIN6" MAX48" MIN19" MAX17" MIN30" MIN
40" MAX to bottom of mirror
34" MAX
29" MIN
27" MIN
9" MIN
703 SIGNAGE603 TOILET ROOMS905 STORAGE609 GRAB BARS continued308 & 309 REACH RANGES AND OPERABLE PARTS4" MAX.27" MIN.Detail80" MIN.Detail1/4" MAX.LOBBY1 21/4"-1/2"48" MIN.30"606 LAVATORIESDetail44" MAX
17" MAX.14" MINDetail(REFERENCE DETAILS)305 CLEAR FLOOR SPACE302/303 FLOOR SURFACES & CHANGES IN LEVEL307 PROTRUDING OBJECTS403 ACCESSIBLE ROUTE - WALKING SURFACES404 DOORSStandard Curb Ramp604 WATER CLOSETS & TOILET COMPARTMENTS605 - URINALSFlared sideAdjoining Slope ShallShall Have Detectable WarningsNot Exceed 1:20Ramp (1:12 Max. Slope) 36"minxIf x Is less than 48"Sides Shall Not Exceed 1:12Then The Slope Of The Flared1:10 Max. slope1:12 Max. slopeCurb Ramp Parallel to CurbDetailShall Have Detectable WarningsRamps (1:12 Max. Slope) Note : If Slope is 1:20 or less and contrasting color.and contrasting color.no contrasting color or textureNot Exceed 1:20Adjoining Slope ShallLocation of TypicalParking Access Aisle36" Min.36" min. if located
in an alcove > 24" deep
74" MIN to top of mirror
clear floor spaceMaximumReach DepthMaximumReach Height0.5"48"2"46"5"42"6"40"9"36"11"34"SEGMENT LENGTHless than or equalto: 24"MINIMUMSEGMENT WIDTH32"36"greater than: 24"406 CURB RAMPS602 DRINKING FOUNTAINSANY AMOUNTDetail27" MAX.CLEAR WIDTH15"MINForward Approach5"MAX410 PLATFORM LIFTSMENxyInternational Symbolof AccessibilityLetter & numbers on signs shall have a widthto height ratio of between 3:5 & 1:1 anda stroke - width to height ratio between 1:5 & 1:10. Letters and numbers shall be raised1/32", upper case, sans serif or simple seriftype and shall be accompanied withgrade 2 Braille, raised characters shall be atleast 5/8" - 3" high plus 1/8" per foot of DetailMEN60" MAX ABOVE BASELINE
OF HIGHEST CHARACTER
48" MAX
15" MIN
8" MAXLight switchThermostats, Etc.Convenience OutletsData, Tel., Etc.Detailviewing distance above 21 feet. 902 DINING SURFACES & WORK SURFACES804 KITCHENS AND KITCHENETTESANSI/ICC A117.1 303 - CHANGES IN LEVEL (REFERENCE DETAIL)A. Changes in level up to 1/4" may be vertical and without edge treatmentB. Changes in level between 1/4" and 1/2" shall be beveled with a slope no greater than 1:2.ANSI/ICC A117.1 302.2 - CARPETA.Carpet provided on a floor surface shall be securely attached; have a firm pad or backing,or no pad; and have a level loop, textured loop, level cut pile, or level cut/uncut piletexture. Maximum pile thickness shall be 1/2". Exposed edges of carpet shall be fastenedto floor surfaces and have trim along the exposed edges.ANSI/ICC A117.1 302.3 - GRATINGSA. If gratings are located in walking surfaces or along accessible routes, then they shall havespaces no greater than 1/2" wide in one direction.B. If gratings have elongated openings, then they shall be placed so that the long dimensionis perpendicular to the dominant direction of travel.ANSI/ICC A117.1 305.2 - SIZE AND APPROACHA. Minimum clear floor space for a wheelchair and occupant shall be 30" wide x 48" long.Clear floor space shall be centered on the element it serves.ANSI/ICC A117.1 307 - GENERALA. Objects projecting from walls (for example, telephones) with their leading edges between27"-80" above the finished floor shall protrude no more than 4" into walks, halls,corridors, passageways, or aisles. Freestanding objects mounted on posts or pylons mayoverhang 12" maximum from 27"-80" above the ground or finished floor. Protrudingobjects shall not reduce the clear width of an accessible route or maneuvering space.ANSI/ICC A117.1 308 - HEIGHT (REFERENCE DETAIL)A.Unobstructed front approach - 48" max. to 15" min. A.F.F. Controls located in an alcove>24" deep must have 36" clear floor width.B.Unobstructed side approach - 48" max. to 15" min. A.F.F. Controls located in an alcove>15" deep must have 60" clear floor width.C.Electrical & communication system receptacles shall be mounted no less than 15" abovethe floor.ANSI/ICC A117.1 309 - OPERABLE PARTSOperable parts shall be operable with one hand and shall not require tight grasping, pinching,or twisting of the wrist. The force required to activate operable parts shall be 5.0lbsmaximum.IBC 1104 - LOCATIONA. At least one accessible route within the site shall be provided from public transportationstops, accessible parking and accessible passenger loading zones, and public streets orsidewalks to the accessible building entrance served.ANSI/ICC A117.1 403.5 - CLEAR WIDTHA. The minimum clear width shall be 32" at a point for a max. length of 24" and 36"continuously, per Table below.ANSI/ICC A117.1 406 - SLOPE (REFERENCE DETAIL)A. Slopes of curb ramps shall comply with 406B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp,or accessible route shall not exceed 1:20.ANSI/ICC A117.1 406.4 - WIDTH (REFERENCE DETAIL)A. The minimum width of a curb ramp shall be 36", exclusive of flared sides.ANSI/ICC A117.1 406.3 - SIDES OF CURB RAMPS (REFERENCE DETAIL)A. If a curb ramp is located where pedestrians must walk across the ramp or where it is notprotected by handrails or guardrails, it shall have flared sides; the maximum slope of theflare shall be 1:10IBC with WA STATE AMENDMENTS 1101.2.1 - CLEAR WIDTHA. Clear width of an accessible route shall comply with Table above. For exterior routes oftravel, the minimum clear width shall be 44".ANSI/ICC A117.1 403.5.2 - PASSING SPACEA. If an accessible route is less than 60" in width, then passing spaces of at least 60"x60"shall be provided at 200' max. spacing.B. The minimum clear width for two wheelchairs to pass is 60"ANSI/ICC A117.1 307.2A. Accessible routes shall have 80" min. clear head room.ANSI/ICC A117.1 403.3 - SLOPEA. Running slope shall not exceed 1:20.B. Cross slope shall not exceed 1:48ANSI/ICC A117.1 406.10 - DIAGONAL CURB RAMPSA. If diagonal curb ramps have returned curbs or other well-defined edges, such edges shallbe parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shallhave 48" minimum clear space outside active traffic lanes of the roadway. If diagonal curbramps are provided at marked crossings, the 48" clear space shall be within the markings.If diagonal curb ramps have flared sides, they shall also have at least a 24" long segmentof straight curb located on each side of the curb ramp and within the marked crossing.ANSI/ICC A117.1 406.11 - ISLANDSA. Any raised islands in crossings shall be cut through level with the street or curb ramps atboth sides and a level area at least 48" long and 36" minimum wide between the curbramps in the part of the island intersected by the crossings.ANSI/ICC A117.1 602.1 - GENERALA. Accessible drinking fountains shall comply with Sections 602 and 307.ANSI/ICC A117.1 602.2 - CLEAR FLOOR SPACEA. A clear floor space complying w/ Section 305, positioned for a forward approach tothe drinking fountain, shall be provided. Knee & toe space complying with Section 306shall be provided. The clear floor space shall be centered on the drinking fountain. EXCEPTIONS:1. Drinking fountains for standing persons.2. Drinking fountains primarily for children's use.3. In existing building, existing drinking fountains providing a parallel approach complying w/ Section 305, centered on the drinking fountain shall be permitted.4. Where specifically permitted by the administrative authority, a parallel approachshall be permitted that replace existing parallel approach drinking fountains.ANSI/ICC A117.1 602.3 - OPERABLE PARTSA.Operable parts shall comply with Section 309.ANSI/ICC A117.1 602.4 - SPOUT OUTLET HEIGHTA. Wheelchair accessible spout outlets shall be 36 inches max. aff. Standing person spoutoutlets shall be 38 inches min. & 43 inches max. aff.ANSI/ICC A117.1 602.5 - SPOUT LOCATIONA.Spout shall be located 15 inches min. from the vertical support and 5 inches max. fromthe front edge of the drinking fountain, including bumpers.ANSI/ICC A117.1 602.6 - WATER FLOWA.Spout shall provide a flow of water 4 inches min. in height. The angle of the water streamfrom spouts within 3 inches of the front of the drinking fountain shall be 30 degrees max.and from spouts between 3 inches & 5 inches from the front of the drinking fountain shallbe 15 degrees max., measured horizontally relative to the front face of the drinkingfountain.ANSI/ICC A117.1 404.2.1 - DOUBLE - LEAF DOORWAYSA. Doorways with two independently operated leaves shall have at least one active leaf thatmeets the requirements in 404.2.2 and 404.2.3ANSI/ICC A117.1 404.2.2 - CLEAR WIDTHA. Doorways shall provide a clear opening of 32" minimum, with the door open 90°.1.Clear opening shall be measured between the face of the door and opposite stop.2.Openings more than 24" in depth shall provide a clear opening of 36" minimum.ANSI/ICC A117.1 404.2.3 - MANEUVERING CLEARANCES AT DOORSProvide level (1:48 max. slope) and clear maneuvering area at doors as follows:A.Front approach pull side - 60" min. width & 18" min. beside strike edgeFront approach push side - 48" min width & 0" beside strike edge(12" @ strike if door has both a closer and a latch)B. Hinge side approach pull side - 60" min. width; 36" min. beside strike edge or - 54" min.width; 42" min. beside strike edgeHinge side approach push side - 42" min. width & 22" min. beside hinge edge(48"min. width if door has both a closer and a latch)C. Latch side approach pull side - 48" min. width and 24" min. beside strike edge(54"min. width if door has a closer)Latch side approach push side - 42" min. width and 24" min. beside strike edge(48"min. width if door has a closer)ANSI/ICC A117.1 404.2.4 - THRESHOLDS AT DOORWAYSA.Maximum threshold height: 1/2". Raised thresholds and floor level changes shall bebeveled with a slope no greater than 1:2ANSI/ICC A117.1 605 - URINALSA. Accessible urinals shall comply with Section 605.ANSI/ICC A117.1 605.2 - HEIGHT & DEPTH (REFERENCE DETAIL)A. Urinals shall be stall-type or wall hung with a tapered, elongated rim at 17"maximum above the finished floor. The rim shall extend a minimum of 1312" from thewall.ANSI/ICC A117.1- 605.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL)A. A clear floor space 30" wide by 48" deep minimum shall be provided in front of urinal toallow forward approach.1. This space shall adjoin or overlap an accessible route.2. Urinal shields that do not extend beyond the front edge of the urinal rim may beprovided with 29" clearance between them.3. Urinals installed in alcoves deeper than 24" require a maneuvering area of at least 36" minimum wide, centered on fixture.ANSI/ICC A117.1 605.4 - FLUSH CONTROLS (REFERENCE DETAIL)Controls shall comply with ANSI/ICC A117.1 309 OPERABLE PARTSANSI/ICC A117.1 603.2.2 - DOORSA. Doors shall not swing into the clear floor space or clearance for any fixture.ANSI/ICC A117.1 603.2 - CLEARANCESA. The accessible fixtures and controls required shall be on an accessible route. Anunobstructed turning space complying with 304 shall be provided within an accessibletoilet room. The clear floor space at fixtures and controls, the accessible route, and theturning space may overlap, however; the only turning space provided shall not be locatedwithin a stall.ANSI/ICC A117.1 603.3 & 606 - LAVATORIES AND MIRRORSA. If lavatories and mirrors are provided, then at least one of each shall comply with603.3 & 606. Accessible lavatories and mirrors shall not be located within toilet stallsunless other accessible lavatories and mirrors are provided in the toilet room.ANSI/ICC A117.1 603.3 - MIRRORS (REFERENCE DETAIL)A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be mounted with the bottom edge of the reflecting surface 35" maximum above the floor.ANSI/ICC A117.1 603.6 - OPERABLE PARTSA.Operable parts on towel dispensers and hand dryers shall comply with Table below.ANSI/ICC A117.1 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS)A. Lavatories shall be mounted with the rim or counter surface no higher than 34" above thefinished floor.1. Lavatories shall extend 17" minimum from the wall.2. Clearance of 27" minimum shall be provided from the finished floor to bottom ofapron.3. Knee clearance of 27" high minimum shall extend 8" minimum under the edge of thelavatory, 30" wide minimum, and 19" deep minimum.4. Toe clearance of 9" minimum shall be provided for the full depth of the lavatory.ANSI/ICC A117.1 606 - DEPTHA. Each sink shall be a maximum of 6-1/2" deep.ANSI/ICC A117.1 606.6 - EXPOSED PIPES AND SURFACESA.Hot / cold water and drain pipes under lavatories shall be insulated or otherwiseconfigured to protect against contact.B.There shall be no sharp or abrasive surfaces under lavatories.ANSI/ICC A117.1 606.4 - FAUCETSA.Controls shall be operable with one hand and shall not require tight grasping, pinching, ortwisting of the wrist.B.The force required to activate controls shall be no greater than 5 lb.C.Lever-operated, push-type, and electronically controlled mechanisms are examples ofacceptable designs.D.If self-closing valves are used the faucet shall remain open for 10 seconds minimum.ANSI/ICC A117.1 905.2 - CLEAR FLOOR SPACEA clear floor space complying with Section 305 shall be provided.ANSI/ICC A117.1 905.3 - HEIGHTAccessible storage elements shall comply with at least one of the reach ranges specified inSection 308.ANSI/ICC A117.1 905.4 - OPERABLE PARTS Operable parts of storage facilities shall comply with Section 309.ANSI/ICC A117.1 609.8 - STRUCTURAL STRENGTHA.Grab bars and mounting devices shall meet the following requirements:609.8 Allowable stresses shall not be exceeded for materials used where a vertical orhorizontal force of 250 lbs. is applied at any point on the grab bar, fastener mountingdevice, or supporting structure.1. Shear stress induced by application of 250 lb. shall be less than allowable shear stress for material used. If connection between grab bar and mounting bracket isconsidered to be fully restrained, then direct and torsional shear stresses shall be totaledfor the combined shear stress, which shall not exceed the allowable shear stress.2. Shear force induced in a fastener or mounting device from application of 250 lb. shall be less than allowable lateral load of either the fastener or mounting device or thesupporting structure, whichever is the smaller allowable load.3. Tensile force induced in a fastener by a direct tension force of 250 lb. plus the maximum moment from the application of 250 lb. shall be less than the allowable withdrawal load between the fastener and the supporting structure.609.6 Grab bars shall not rotate within their fittings.ANSI/ICC A117.1 609.5 - ELIMINATING HAZARDSA.Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. Edgesshall be rounded.ANSI/ICC A117.1 702.1 - GENERALA. When required, visual alarms shall be provided in each of the following areas, as aminimum: rest rooms and any other general usage areas (e.g., meeting rooms),hallways, lobbies, and any other area for common use.Accessible audible and visible alarms and notification appliances shall be installed inaccordance with NFPA 72.NFPA 72 - AUDIBLE ALARMSA. If provided, audible alarms shall produce a sound that exceeds the prevailing equivalentsound level in the room or space by at least 15 dba or exceeds any maximum sound levelwith a duration of 60 seconds by 5 dba, whichever is louder.B. Sound levels for alarm signals shall not exceed 120 dba.NFPA 72 - VISUAL ALARMSA. Visual alarm signal appliances shall be integrated into the building or facility alarm system.If single station audible alarms are provided then single station visual alarm signals shallbe provided.Visual Alarm appliances shall have the following features: 1. The lamp shall be a xenon strobe type or equivalent. 2. The color shall be clear or nominal white (i.e. unfiltered or clear filtered white light).3. The maximum pulse duration shall be two-tenths of one second with a maximum duty cycle of 40%. (The pulse duration is defined as the time interval between initialand final points of 10% of max signal)4. The intensity shall be a minimum of 75 candela.5. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz6. The appliance shall be placed 80" above the highest floor level within the space or 6" below the ceiling, whichever is lower. a. In large rooms and spaces exceeding 100' across, without obstructions 6' above the finished floor, such as auditoriums, devices may be place around the perimeter, spaced a maximum 100' apart, in lieu of suspending appliances from theceiling.7. In general, no place in any room or space shall be more than 50' from the signal (measured in a horizontal plane).8. No place in common corridors or hallways shall be more than 50' from the signal.ANSI/ICC A117.1 410.1 - GENERALA. Platform lifts shall comply with Section 410 and ASME A18.1 listed in Section 105.2.6.Platform lifts shall not be attendant operated and shall provide unassisted entry and exitfrom the lift.ANSI/ICC A117.1 410.2 - LIFT ENTRYA.Lifts with doors or gates shall comply with Section 410.2.1. Lifts with ramps shall complywith Section 410.2.2.ANSI/ICC A117.1 410.2.1 - DOORS AND GATESA.Doors and gates shall be low energy power operated doors or gates complying withSection 404.3. Doors shall remain open for 20 seconds minimum. End door clear openingwidth shall be 32 inches minimum. Side door clear opening width shall be 42inchesminimum.Exception: Lifts serving two landings maximum and having doors or gates on opposite sides shall bepermitted to have self closing manual doors or gates.ANSI/ICC A117.1 410.2.2 - RAMPSA.End ramps shall be 32 inches minimum in width. Side ramps shall be 42 inches minimumin width.ANSI/ICC A117.1 410.3 - FLOOR SURFACESA.Floor surfaces of platform lifts shall comply with Section 302ANSI/ICC A117.1 410.4 - PLATFORM TO RUNWAY CLEARANCEA.The clearance between the platform sill and the edge of any runway landing shall be 1 1/4inch maximumANSI/ICC A117.1 410.5 - CLEAR FLOOR SPACEA.Clear floor space of platform lifts shall comply with Section 305.ANSI/ICC A117.1 410.6 - OPERABLE PARTSA.Controls for platform lifts shall comply with Section 309.ANSI/ICC A117.1 902.2 - CLEAR FLOOR SPACEA. A clear floor space complying with Section 305, positioned for a forward approach, shall beprovided. Knee and toe clearance complying with Section 306 shall be provided.ANSI/ICC A117.1 902.4- HEIGHTA. The tops of accessible tables and counters shall be 28" minimum, and 34" maximum,above the finished floor.ANSI/ICC A117.1 804.5.6 - REFRIGERATOR/FREEZERCombination refrigerators and freezers shall have at least 50% of the freezer compartmentshelves, including the bottom of the freezer 54 inches (1370mm) maximum above the floorwhen the shelves are installed at the maximum heights possible in the compartment. A clearfloor space, positioned for a parallel approach to the space dedicated to arefrigerator/freezer, shall be provided. The centerline of the clear floor space shall be offset24 inches (610 mm) maximum from the centerline of the dedicated space.WHERE APPLICABLEA.Signs which designate permanent rooms and spaces shall comply with therequirements listed below for:1.Raised and Braille Characters, and Pictograms2.Finish and ContrastException: Employee name signs are not required to comply.WHERE APPLICABLEA. Signs which provide direction to, or information about, functional spaces of the buildingshall comply with the requirements listed below for: 1.Character Proportion2.Character Height3.Finish and ContrastException: Building directories, menus, and all other signs which are temporary are notrequired to comply.WHERE APPLICABLE (REFERENCE DETAIL)A.Element and spaces of accessible facilities which shall be identified by the InternationalSymbol of Accessibility are:1.Parking spaces designated as reserved for persons with disabilities.2.Accessible passenger loading zones.3. Accessible entrances when not all are accessible (inaccessible entrances shall have directional signage to indicate route to nearest accessible entrance).4.Accessible toilet and bathing facilities when not all are accessible.ANSI/ICC A117.1 703.2.4 - CHARACTER HEIGHT (REFERENCE DETAIL)Height: The uppecase letter "I" shall be used to determine the allowable height of allcharacters of a font and shall be a minimum of 58" and 2" maximum.EXCEPTION: Where separate tactile and visual characters with the same information areprovided, the height of the tactile upper case letter "I" shall be permitted to be 12" minimum.ANSI/ICC A117.1 703.2.5 - CHARACTER WIDTHA.Width: The uppercase letter "O" shall be used to determine the allowable width of allcharacters of a font, and shall be 55% min. and 110% max. of the height of theuppercase "I" of the font.404 DOORS continuedANSI/ICC A117.1 404.2.6 - DOOR HARDWAREA.Handles, pulls, latches, locks, and other operating devices shall have a shape that is easyto grasp with one hand and does not require tight grasping, tight pinching, or twisting ofthe wrist to operate.1. Lever-operated mechanisms, push-type mechanisms, and U-shaped handles are acceptable designs.2. When sliding doors are fully open, operating hardware shall be exposed and usable from both sides.3. Hardware required for accessible door passage shall be mounted between 34" and 48" above finished floor.ANSI/ICC A117.1 404.2.7.1 - DOOR CLOSERSA.Door closers shall be adjusted so that from an open position of 90 degrees, the timerequired to move the door to an open position of 12 degrees shall be 5 seconds minimum.ANSI/ICC A117.1 404.2.7.2 - SPRING HINGESA. Door spring hinges shall be adjusted so that from the open position of 70 degrees, thedoor shall move to the closed position in 1.5 seconds minimum.ANSI/ICC A117.1 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCEA. The maximum force for pushing or pulling open doors shall be as follows:1. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority.1.Other doorsa.Exterior hinged, sliding or folding door: 10.0 lb. max.b.Interior hinged doors: 5.0 lb. max.c.Interior sliding or folding doors: 5.0 lb. max.These forces do not apply to the force required to retract latch bolts or disengage otherdevices that may hold the door in a closed position.Exception: Interior or exterior automatic doors complying with Section 404.3 of ICC A117.1.703 SIGNAGE continued502/503 PARKING AND PASSENGER LOADING ZONESANSI/ICC A117.1 502 - PARKING SPACESA. Accessible car parking spaces shall be 96" minimum in width. Van parking spaces shall be132" minimum in width. EXCEPTION: Van parking spaces shall be permitted to be 96" minimum in width wherethe adjacent access aisle is 96" minimum in width.B. Parking access aisles shall be 60" wide. Van accessible access aisles shall be 96" wide.C. Surface slope shall not exceed 1:48 in all directions(Note : no built up curb ramp may be located in an accessible parking access aisle.)ANSI/ICC A117.1 502.7 - SIGNAGE (REFERENCE DETAIL)A. Each accessible parking space must have individual vertically mounted or suspended sign.Required van accessible spaces must be designated. B. Characters and symbols on such signs shall be located 60" minimum above the ground.ANSI/ICC A117.1 503.5 - VERTICAL CLEARANCEA. Provide minimum vertical clearance of 114" at accessible passenger loading zones andalong at least one vehicle access route from site entrances and exits.ANSI/ICC A117.1 503 - PASSENGER LOADING ZONEA. Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft longadjacent and parallel to the vehicle pull-up space. If there are curbs between the accessaisle and the vehicle pull-up space, then a curb ramp complying with 4.7 shall beprovided. Vehicle standing spaces and access aisles shall be level with surface slopes notexceeding 1:48 in all directions.604 WATER CLOSETS & TOILET COMPARTMENTS continued502/503 PARKING AND PASSENGER LOADING ZONES continuedDetailSET POST IN CONC.FINISH GRADEPRE-MANUF. SIGN 1'-6"
1'-6"
1/2"VANACCESSIBLEREQUIREDPERMITPARKINGSTATEDISABLED5'-0" MIN.
TO BOTTOM OF
SIGN
5"3"1'-0"NOTE: INSTALL SIGN AT ALLACCESSIBLE PARKING STALLS.SPACES DESIGNATED FOR VANPARKING SHALL HAVEADDITIONAL SIGN "VANACCESSIBLE" MOUNTED BELOW.MOUNT ON WALL OF BLDGWHEN POSSIBLE.Rear Wall Grab Bar for Water Closet36" MIN.33"-36"on wide side 12"24"ANSI/ICC A117.1 604.7 - DISPENSERS (REFERENCE DETAIL)A. Toilet paper dispensers shall comply with Section 309.4 and 609.3. Where the dispenser islocated above the grab bar, the outlet of the dispenser shall be located 24" min-36" maxfrom the rear wall. Where the dispenser is located below the grab bar, the outlet of thedispenser shall be located 24" min-42" max from the rear wall. The outlet of the dispensershall comply with Table 603.6.1. Dispensers that control delivery or do not permit continuous paper flow shall not be used.ANSI/ICC A117.1 604.9 - WHEELCHAIR ACCESSIBLE COMPARTMENTSA. Wheelchair accessible compartments shall comply with Section 604.9. Toiletcompartments shall comply with Section 604.9.2.1 or 604.9.2.2 as applicable.33"-36"42" MIN39"-41"39"-41"18" MIN 54" MIN903 BENCHESANSI/ICC A117.1 903.2 - CLEAR FLOOR SPACEA. a clear floor space complying with section 305, positioned for parallel approach to thebench seat shall be provided.ANSI/ICC A117.1 903.3- SIZEA. Benches shall have seats 42" minimum in length and 20" minimum and 24" maximum indepth.ANSI/ICC A117.1 903.4 - BACK SUPPORTA. The bench shall provide for back support or shall be fixed to a wall. Back support shall be42" minimum in length and shall extend from a point 2" maximum above the seat surface toa point 18" above the seat surface.Side Wall Grab Bar for Water Closet18" MIN24" MIN42" MAX12" MAX17"-19"
1 1/2" MIN
48" MAX 24" MIN12" MIN 36" MAXProtruding DispenserBelow Grab BarProtruding DispenserAbove Grab Bar18" MIN24" MIN42" MAXRecessed Dispenser48" MAX 36" MAXTHIS SHEET IS PROVIDED FOR YOUR CONVENIENCE. IT CONTAINS SELECTIONS FROMTHE CURRENT ACCESSIBILITY REFERENCED STANDARDS (2015 IBC CHAPTER 11 WITH WASTATE AMENDMENTS AND ANSI/ICC A117.1), BUT IS NOT INTENDED TO BE A COMPLETEOR EXHAUSTIVE COPY OF THE CURRENT ACCESSIBILITY STANDARDS.39" MAX
2'-5" MIN
2'-10"
6'-3"
3'-10"
50" MAX
40" MAX
2'-5" MIN
2'-10"
36" MAX
38"-43"
6"OVERHEAD SIGNSA.CHARACTERS AND NUMBERS ON OVERHEAD SIGNS SHALL BE SIZED ACCORDING TOTHE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. 1. FOR SIGNS HIGHER THAN 70" A.F.F., CHARACTER SIZE SHALL BE 2" MINIMUM PLUS18" PER FOOT OF VIEWING DISTANCE ABOVE 15 FEET.1.THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE LETTER "I".2.LOWER CASE LETTERS ARE PERMITTED.ANSI/ICC A117.1 703.3-703.5 - RAISED CHARACTERS, BRAILLE, & PICTOGRAMSA.Raised characters shall comply with section 703.3 and shall be duplicated in braillecomplying with section 703.4.B. Letter and numerals shall be raised 1/32", upper case, sans serif and shall be accompanied by grade 2 Braille.1. Raised character height: 58" minimum to 3" plus 18" per foot of viewing distance above 21 feet.2. Braille shall be contracted (grade 2); shall be located below title corresponding text.3. Pictograms shall be accompanied by the equivalent verbal description placed directly below the pictogram.1.The border dimension of the pictogram shall be 6" min. in height.ANSI/ICC A117.1 703.3.12 - FINISH AND CONTRASTA.Characters and their background shall have a nonglare finish. Characters shall contrastwith their background, with either light characters on a dark background, or darkcharacters on a light background.ANSI/ICC A117.1 703.3.10 & 703.3.11 - MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL)A.Characters and their background shall have a nonglare finish. Characters shall contrastwith their background, with either light characters on a dark background, or darkcharacters on a light background.B.Where a tactile sign is mounted next to a door, it shall be placed to the latch side of thedoor wherever possible. Where a tactile sign is placed adjacent a double door, the signshall be to the right hand door. If there is no wall space to the right, signs shall be placedon the nearest adjacent wall. Exception: Door mounted signs shall be permitted on thepush side on the doors with closers and without hold open devices.C.Raised characters shall be 48" minimum above the floor, measured to the baseline of thelowest raised character and 60" maximum above the floor, measured to the baseline ofthe highest raised character.D.Mounting location for such signage shall be so that a person may approach within 3" ofsignage without encountering protruding objects or standing within the swing of a door.IBC with WA STATE AMENDMENTS 1101.2.6 - INTERNATIONAL SYMBOL OF ACCESSIBILITYA. Where the International Symbol of Accessibility is required, it shall be proportionedcomplying with ANSI/ICC A117.1 Figure 703.6.3.1. All interior and exterior signs depictingthe International Symbol of Accessibility shall be white on a blue background.40"
MAX
40"
MAX
40"
MAX
40"
MAX
40"
MAX
24"
ADA
15" MEN
12" WOMEN
15" MIN 48" MAXTO HOOK5'-0"1'-6"2"2'-10"6'-6"to top
R-WASTERECEPTACLER-TOILET SEATCOVERDISPENSERR-PAPER TOWELDISPENSER/ WASTERECEPTACLER-PAPERTOWELDISPENSERR-SANITARYNAPKINDISPENSERSOLIDPLASTICBENCHFULL LENGTHMIRRORSTAINLESSSTEELSHELFHAT/COATHOOKMOP/BROOMHOLDERS-ELECTRICHAND DRYERLAVATORY MOUNTEDIN COUNTERWALL MOUNTEDLAVATORYFRPSHOWERSVALLARTAK-1596 HAND SHOWER/24" SLIDE BAR17"-19"1'-6"3'-2" MIN
4'-0" MAXCONTROL AREA4"MAX15"MAX1'-6"3"-6"608.3.1 Rear Wall Grab Bar for Shower608.3.1 Side Wall Grab Bar for ShowerAUTOMATIC TELLER MACHINESANSI/ICC A117.1 305 - CLEAR FLOOR SPACEA.Floor space shall comply with Section 305 to allow a forward, parallel approach or both.ANSI/ICC A117.1 308 - HEIGHTA.Operable parts shall be placed within one or more of the reach ranges specified in Section308, summarized earlier in this sheet.is required505 HANDRAILSHandrail to extendhorizontally at top extension34" - 36"(1) TREAD DEPTH1'-0"Bottom rail to provide edgeprotectionHandrail to extend horizontallyat top and bottom extension34" - 36"If vertical rise is greater than 6"then bottom rail to provide edgeprotection1'-0"Handrail at StairHandrail at RampHandrail to extend with slope atbottom extension1'-0"4"Handrail Section1 1/4" to 2"1 1/2"12" MAX56" MIN. (WALL MOUNTED W.C.) 59" MIN. (FLOOR MOUNTED W.C.)Detail18"42" MIN.24"
60" MIN.
12"ANSI/ICC A117.1 604.3 - CLEARANCESA. Clear floor space for water closets not in stalls shall be provided as follows: Clearance around a water closet shall be 60" minimum in width, measured perpendicularfrom the sidewall. Clearance around the water closet shall be 56" minimum in depth,measured perpendicular from the rear wall. (Reference Detail)B. No door swings are allowed in clear floor area.ANSI/ICC A117.1 604.4 - HEIGHT (REFERENCE DETAIL)A. The height to the top of the toilet seat shall be 17" - 19" above floor.1. Seats shall not be sprung to return to a lifted position.IBC with WA STATE AMENDMENTS 1101.2.5 - FLUSH CONTROLSA. Hand operated flush controls shall comply with Section 309, except themaximum height above the floor shall be 44".6"MAX.12"MIN.6" MIN.6"MIN.TOILET PARTITION TOE CLEARANCE36" MIN.3"MAX.2 1/2""1 1/2"MAX.36" MIN.
15"-16"Shower Floor Plan / Seat609 GRAB BARSANSI/ICC A117.1 609.3.2 - SIZE AND SPACINGA.Diameter or width of gripping surface shall be 1-1/4" to 2", or the shape shall provide anequivalent gripping surface.1.The space between grab bars and adjacent walls shall be 1-1/2"610 SEATSANSI/ICC A117.1 610.2 - SHOWER COMPARTMENT SEATSA.The height of the shower compartment seats shall be 17" minimum and 19" maximumabove the bathroom floor measured to the top of the seat.B.Allowable stresses shall not be exceeded for materials used where a vertical orhorizontal force of 250 pounds is applied at any point in the seat, fastener mountingdevice or support structure.4"MAX.
33"-36"ANSI/ICC A117.1 604.5 - GRAB BARS (REFERENCE DETAILS)A. For water closets not located in toilet stalls, the following grab bars shall be provided, 33" -36" above the finish floor:1. Side wall horizontal: 42" in length minimum, 12" max from rear wall, extending 54"min. from rear wall2. Side wall vertical: 18" in length minimum, bottom of bar located 39" min/41" max.above the floor, centerline 39" min/41" max from rear wall3. Back wall: 36" in length minimum, extend from centerline of water closet 12" min. onside closest to the wall, 24" min. on transfer side.ANSI/ICC A117.1 604.6 - FLUSH CONTROLSA. Flush controls shall be hand operated or automatic, and located on the open side of thewater closet. Hand operated flush controls shall comply with Section 309.ANSI/ICC A117.1 604.7 - DISPENSERS - REFERENCE DETAIL. THE OUTLET OF THE DISPENSER SHALL COMPLY WITH TABLE 603.64" DIA. STEEL SET POST IN CONC.FINISH GRADEPRE-MANUF. SIGN GALVANIZED MOUNTING BOLTS1'-6"
1'-6"
1/2"NOPARKING5'-0" MIN.
TO BOTTOM OF
SIGN
5"3"1'-0"POST W/ CAP4" DIA. STEEL POST W/ CAPDetailNOTE: INSTALL SIGN AT THEHEAD OF EACH ACCESS AISLELOCATED ADJACENT TO ANACCESSIBLE PARKING SPACE.Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PC IRG GREENLINEBUILDING BWEYERHAEUSER WAYS SFEDERAL WAY, WA 9800120.0003368.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:ISSUED FOR PERMIT01/29/2021ACCESSIBILITYGUIDELINESAN-233855 WEYERHAEUSER WAY S
33855 WEYERHAEUSER WAY S
33855 WEYERHAEUSER WAY S
33855 WEYERHAEUSER WAY S
AB5'-0"CONCRETE SIDEWALKASPHALT PAVING6"MAX NOTE:CURB RAMP VERTICAL RISE SHALLBE 6" MAX., PER IBC SECTION 1012ACCESSIBLE RAMPA0.3181/2" = 1'-0"SLOPE CONCRETEPAINT EXPOSED SURFACECONCRETE FOOTING1'-6" MIN.6"2'-6"SLABCONCRETE SLAB6"∅ STEEL PIPE FILLED W/ CONCRETE@ STATIONARY LOCATIONS, (GALV.PIPE @ EXTERIOR LOCATIONS)4'-0"PIPE BOLLARDA0.3141" = 1'-0"STATE3"1'-6" 5'-0" MIN.REQUIREDPRE-MANUF. SIGN SET POST IN CONC.4" DIA. STEEL POST W/ CAP1'-6"VANACCESSIBLEFINISH GRADEGALVANIZED MOUNTING BOLTSDISABLEDPARKINGPERMIT5"1/2"NOTE: INSTALL SIGN AT ALL ACCESSIBLEPARKING STALLS. SPACES DESIGNATED FOR VANPARKING SHALL HAVE ADDITIONAL SIGN "VANACCESSIBLE" MOUNTED BELOW.1'-0"ACCESSIBLE PARKING SIGNA0.3133/4" = 1'-0"BUILDINGINTERIORCONCRETE RAMPBUILDINGEXTERIORCONCRETE LANDING+/- 53'-0"4'-0"PIPE BOLLARDCONCRETE RETAINING WALL BEYONDPANELBUILDINGINTERIORBUILDINGEXTERIORINTERIOR FIN FLR+/-4'-0"EXISTING GRADE0'-0"2'-6"
3'-6"
START CONC
GUARD RAIL
MAX SLOPE: 1:12CONC PANEL3'-6''1'-0"JOINT, PER STRUCTURAL.6"
3"WEEP HOLE TYP. AT 4'-0" O.C.2'-0"DRIVE UP RAMPA0.391/4'' = 1' - 0''ASPHALT PAVINGROCK BASECONTRACTOR OPTION.6"STEEL TIE BARS @ 1 FT. EA. SIDEOF EVERY JOINT OR USE ANADHESIVECONCRETE WHEEL STOPWHEEL STOPA0.3171" = 1'-0"TRASH ENCLOSUREA0.3151/4'' = 1' - 0''DUMPSTERRECYCLE BINSCHAIN-LINK FENCEWITH PRIVACY SLATS& LOCKING BOLT &PAD LOCK HASPTILT UP CONCRETEPANEL PER STRUCTURALPRIVACY SLATS WITHINCHAIN-LINK FENCECANE BOLT W/ SLEEVECONCRETE TILT-UPPANEL7'-0"
10'-6"31'-6"AGRADENOTE:ALL TILT-UP CONCRETE PANELS TO BEPAINTED PNT-1.DUMPSTERRECYCLE BINS8"PRIVACY SLATS WITHINCHAIN-LINK FENCECANE BOLT W/ SLEEVE15AA0.35'-3"6 TREADS
@11"= 5'-6"
MATCH TREAD
DEPTH
6"4'-5"CLR1'-0"1'-0"6"6"∅ x 4'-0" HT.CONC. FILLED GALV. PIPEBOLLARD, SEE DETAIL 14/A0.36A0.3HANDRAIL AT 36"GUARDRAIL AT 42"1'-6''CLR1'-0"
3'-6"4'-0"LANDING SUPPORT ANGLESSTEEL STRINGERSTEEL CLIP ANGLE2"∅ GALVANIZED STEEL PIPEWELD & GRIND SMOOTH1-1/2"∅ ROUND STEEL HANDRAIL7" MAX
EQ
3'-6"
3'-0"COLUMN @ CORNER OF LANDING21"
MAX
21"
MAX NOTE:SEE EXTERIOR METALFINISH SPECIFICATIONS.OPEN STEEL GRATE TREADS ANDLANDING1/4" x 12" AND1/4" STEEL RISERSMAX. LEADING EDGERADIUS @ STAIR: 1/2"PER IBC 1011.5.56"∅ x 4'-0" HT.CONC. FILLED SEE DETAIL 14/A0.3GALV. PIPE BOLLARD,HANDRAIL RETURNPRE-ENG. METAL STAIR ELEVATIONA0.361/4" = 1'-0"PLAN PRE-ENG. METAL STAIRA0.321/4" = 1'-0"5'-0" MIN
CONCRETE LANDINGAT DOORS5'-0"ALIGN WITH EDGEOF PANELPLAN AT DOOR LANDINGA0.331/4" = 1'-0"4" WIDE CURB@ BACK OF RAMPACCESSIBLE PARKINGSIGNAGE SEE PLANFOR LOCATIONS5'-0"MAX 1:12SLOPE UP18BA0.3A0.318A5'-0" MIN.MAX 1:48SLOPE DNNOTE:SLOPE SHALL BE1:12 MAX. &CROSS SLOPESHALL BE 1:48MAX., PER IBCSECTION 1012ACCESSIBLE 8'-0" @ VAN WHEEL STOP WHERESHOWN ON SITE PLANPROVIDE DETECTABLE WARNING TEXTUREPER CODE, TYPICAL ALL WHEELCHAIR RAMPSACCESSIBLE RAMPA0.3191/4" = 1'-0"10A0.3CONCRETE TILT-UPPANEL1 1/2" DIA. HANDRAIL,MOUNT TO GUARDRAIL OREXTERIOR WALL WHEREAPPLICABLECURB PERSITE PLAN1-1/2"∅ ROUND STEELGUARDRAIL, SLEEVE ANDGROUT POSTS INTOCONCRETE WALL. FINISHPER EXTERIOR METALFINISH SPECS.5'-10"
NUMBER OF TREADS
DETERMINED BY GRADE, V.I.F.
6'-0"
1'-0"1'-0"5'-0"4'-2"CLEAR24"
MIN.
5'-0"6" CONCRETE WALL,PAINT PER EXTERIORELEVATIONSPLAN AT CONCRETE STAIRA0.381/4'' = 1' - 0''7" MAX
RISER
1 1/2" DIA. HANDRAIL. FINISHPER EXTERIOR METAL FINISHSPECS.NUMBER OF RISERS
DETERMINED BY GRADE V.I.F.
NOTE: ALL RISERS TO BE
EQUAL HEIGHT
1"NOSING3'-0"CONCRETE STAIRS BEHIND CONCRETE WALL. W/ 1/2"RADIUS NOSE, TAPERED RISERS, NON-SLIP BROOMFINISH & GROOVED DETECTABLE WARNING AT TREADEDGES.EQ.EQ.
3'-6"1-1/2"∅ ROUND STEELGUARDRAIL, SLEEVE ANDGROUT POSTS INTOCONCRETE WALL. FINISH PEREXTERIOR METAL FINISHSPECS.4"6" WIDE CONCRETE WALL, PAINT PEREXTERIOR ELEVATIONSELEVATION AT CONCRETE STAIRA0.3101/4'' = 1' - 0''4'-2"3'-0"1'-0"
7 TREADS
@11"= 6'-5"4'-0" CLR6"HANDRAIL AT 36"GUARDRAIL AT 42"30"x48" AREA FOR RESCUE ASSISTANCE W/IDENTIFICATION SIGNAGE PER IBCSECTION 1007.6.1 AND 1007.6.5 (WHERENOTED AS AN EXIT)1'-0"5'-0"5'-3"PLAN AT TYP. CONCRETE STAIRA0.3201/4'' = 1' - 0''Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PC IRG GREENLINEBUILDING BWEYERHAEUSER WAYS SFEDERAL WAY, WA 9800120.0003368.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:ISSUED FOR PERMIT01/29/2021SITE DETAILSA0.3CITY COMMENTS207/08/202222233855 WEYERHAEUSER WAY S
07/08/2022
33855 WEYERHAEUSER WAY S
07/08/2022
33855 WEYERHAEUSER WAY S
33855 WEYERHAEUSER WAY S
33855 WEYERHAEUSER WAY S
07/08/2022
33855 WEYERHAEUSER WAY S
33855 WEYERHAEUSER WAY S
33855 WEYERHAEUSER WAY S
33855 WEYERHAEUSER WAY S
EQ.
6'-0" R.O.
EQ.EQ.
9'-0" R.O.
2'-0"7'-0"6"EQ.
7'-0" R.O.9'-0"EQ.
6'-0" R.O.
EQ.EQ.
9'-0" R.O.
3'-0"3'-0"6"EQ.
7'-0" R.O.
6"13°8'-0"6'-0" R.O.6'-0" R.O.3'-0"4'-0"VARIES GRIDGRIDGRIDNelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PC IRG GREENLINEBUILDING BWEYERHAEUSER WAYS SFEDERAL WAY, WA 9800120.0003368.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:ISSUED FOR PERMIT01/29/2021KEY NOTES1.ALL INSULATION SHALL BE PER THE COVERSHEET AND THE WSEC.2.ANY FUTURE INSTALLED EXPOSED INSULATION AND FACING SHALLCONFORM TO IBC SECTION 7201.STRUCTURAL FILL PER GEOTECHNICAL REPORT AND STRUCTURALDRAWINGS.2.CONCRETE FOOTING PER STRUCTURAL.3.CONCRETE WALK, SLOPE AWAY FROM BUILDING AT 1:48 AT LANDINGS.4.CONCRETE SLAB PER STRUCTURAL.5.CONCRETE TILT UP WALL PANELS. PER STRUCTURAL, PAINT PER EXTERIORELEVATIONS.6.EXTEND TPO ROOFING UP OVER PANEL AND UNDER METAL COPING, ATPARAPETS PER MANUFACTURERS RECOMMENDATIONS, WHERE PARAPETEXCEEDS RECOMMENDED HEIGHT, INSTALL TERMINATION BAR ASREQUIRED.7.REVEAL, TYP. SEE DETAIL 3/A8.18.2X WOOD NAILER, PER STRUCTURAL.9.ALUMINUM STOREFRONT SYSTEM - SEE EXTERIOR ELEVATIONS.10.STEEL JOIST PER STRUCTURAL.11.METAL COPING, PER EXTERIOR ELEVATIONS.12.WOOD DECK, PER STRUCTURAL.13.RIGID INSULATION, PER COVERSHEET.14.TPO ROOFING SYSTEM, PER ROOF PLAN.15.VAPOR BARRIER WITH 4" SAND AT FUTURE OFFICE AREAS ONLY, AS NOTEDON FLOOR PLANS.16.CONTINUOUS STEEL ANGLE LEDGER PER STRUCTURAL.17.OVERFLOW SCUPPER BEYOND, SEE DETAIL 11/A8.1 & 8/A8.118.STEEL CANOPY, PER STRUCTURAL. PAINT PER EXTERIOR ELEVATIONS.19.CONCRETE TRUCK COURT.20.CONCRETE PAD PER STRUCTURAL.21.HIGH POINT OF TPO ROOF BEYOND.22.SECTIONAL INSULATED O/H DOOR23.DOCK BUMPER24.3/8" BENT PLATE "Z" GUARD, TO 3'-6" AFF.25.STEEL ANGLE TO 4'-0'' AFF, SEE STRUCTURAL.26.HM FRAME AND DOOR, PAINT PER ELEVATIONS.27.2X WOOD PURLIN, PER STRUCTURAL28.STEEL TRELLIS PER STRUCTURAL. SEE EXTERIOR ELEVATIONS AND ROOFPLAN.29.STEEL COLUMN PER STRUCTURAL.30.INTERSTITIAL ROOF FRAMING, TBD31.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5"HAT CHANNEL APPLIED TO CONCRETE PANEL; COLOR MIX TBD.32.3/4" IN SET PER ELEVATION33.STANDING SEAM ROOF OVER METAL DECK WITH STEEL CHANNEL GUTTER34.CONCRETE BASE PER STRUCTURAL, TYP.GENERAL NOTESXSLOPE 1/4":1'13'-0"23'-0"T.O. BEAM25'-7"T.O. BEAM23'-1"1/2"=1'-0"WALL SECTION AT SW ENTRY (NW OPP SIM)1A4.31/2"=1'-0"WALL SECTION AT SW ENTRY (NW OPP SIM)2A4.3WALL SECTIONSA4.31/2"=1'-0"WALL SECTION AT WINDOWS3A4.3TYP9A8.112452712101314211116159181813A8.1TYP124153342828527121013142116216527121013142116216224151334929337A8.28A8.21A8.22A8.2286SIM13A6.211A6.28A6.2713A6.22A8.25TYP3A8.288833855 WEYERHAEUSER WAY S
4'-0"3'-0" R.O.6'-0"3'-0"4'-0"VARIES
6'-0"3'-0"VARIES4'-0"6'-0"4'-0"
VARIESVARIES VARIES GRIDGRIDGRIDGRIDNelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PC IRG GREENLINEBUILDING BWEYERHAEUSER WAYS SFEDERAL WAY, WA 9800120.0003368.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:ISSUED FOR PERMIT01/29/2021KEY NOTES1.ALL INSULATION SHALL BE PER THE COVERSHEET AND THE WSEC.2.ANY FUTURE INSTALLED EXPOSED INSULATION AND FACING SHALLCONFORM TO IBC SECTION 7201.STRUCTURAL FILL PER GEOTECHNICAL REPORT AND STRUCTURALDRAWINGS.2.CONCRETE FOOTING PER STRUCTURAL.3.CONCRETE WALK, SLOPE AWAY FROM BUILDING AT 1:48 AT LANDINGS.4.CONCRETE SLAB PER STRUCTURAL.5.CONCRETE TILT UP WALL PANELS. PER STRUCTURAL, PAINT PER EXTERIORELEVATIONS.6.EXTEND TPO ROOFING UP OVER PANEL AND UNDER METAL COPING, ATPARAPETS PER MANUFACTURERS RECOMMENDATIONS, WHERE PARAPETEXCEEDS RECOMMENDED HEIGHT, INSTALL TERMINATION BAR ASREQUIRED.7.REVEAL, TYP. SEE DETAIL 3/A8.18.2X WOOD NAILER, PER STRUCTURAL.9.ALUMINUM STOREFRONT SYSTEM - SEE EXTERIOR ELEVATIONS.10.STEEL JOIST PER STRUCTURAL.11.METAL COPING, PER EXTERIOR ELEVATIONS.12.WOOD DECK, PER STRUCTURAL.13.RIGID INSULATION, PER COVERSHEET.14.TPO ROOFING SYSTEM, PER ROOF PLAN.15.VAPOR BARRIER WITH 4" SAND AT FUTURE OFFICE AREAS ONLY, AS NOTEDON FLOOR PLANS.16.CONTINUOUS STEEL ANGLE LEDGER PER STRUCTURAL.17.OVERFLOW SCUPPER BEYOND, SEE DETAIL 11/A8.1 & 8/A8.118.STEEL CANOPY, PER STRUCTURAL. PAINT PER EXTERIOR ELEVATIONS.19.CONCRETE TRUCK COURT.20.CONCRETE PAD PER STRUCTURAL.21.HIGH POINT OF TPO ROOF BEYOND.22.SECTIONAL INSULATED O/H DOOR23.DOCK BUMPER24.3/8" BENT PLATE "Z" GUARD, TO 3'-6" AFF.25.STEEL ANGLE TO 4'-0'' AFF, SEE STRUCTURAL.26.HM FRAME AND DOOR, PAINT PER ELEVATIONS.27.2X WOOD PURLIN, PER STRUCTURAL28.STEEL TRELLIS PER STRUCTURAL. SEE EXTERIOR ELEVATIONS AND ROOFPLAN.29.STEEL COLUMN PER STRUCTURAL.30.INTERSTITIAL ROOF FRAMING, TBD31.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5"HAT CHANNEL APPLIED TO CONCRETE PANEL; COLOR MIX TBD.32.3/4" IN SET PER ELEVATION33.STANDING SEAM ROOF OVER METAL DECK WITH STEEL CHANNEL GUTTER34.CONCRETE BASE PER STRUCTURAL, TYP.GENERAL NOTESXWALL SECTIONSA4.41/2"=1'-0"WALL SECTION AT WOOD CLADDING1A4.41/2"=1'-0"WALL SECTION IN SET3A4.41/2"=1'-0"WALL SECTION AT PANEL4A4.41/2"=1'-0"WALL SECTION AT CLERESTORY2A4.4124124124151243232323127121314211113A8.1TYP5271210131421115271210131421115A6.27510752712101314211612A8.11127666713A6.211A6.26A6.2SIM.88833855 WEYERHAEUSER WAY S
14'-0"R.O.VARIES
10'-0"R.O.VARIES4'-0"2'-0"
8'-0"6'-0" R.O.6'-0" R.O.3'-0"
1'-4"13°2'-8"GRIDGRIDGRIDEQ.6'-0" R.O.EQ.EQ.9'-0" R.O.2'-0"7'-0"6"EQ.7'-0" R.O.5'-0"9'-6"GRIDNelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PC IRG GREENLINEBUILDING BWEYERHAEUSER WAYS SFEDERAL WAY, WA 9800120.0003368.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:ISSUED FOR PERMIT01/29/2021Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PC IRG GREENLINEBUILDING BWEYERHAEUSER WAYS SFEDERAL WAY, WA 9800120.0003368.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:ISSUED FOR PERMIT01/29/2021KEY NOTES1.ALL INSULATION SHALL BE PER THE COVERSHEET AND THE WSEC.2.ANY FUTURE INSTALLED EXPOSED INSULATION AND FACING SHALLCONFORM TO IBC SECTION 7201.STRUCTURAL FILL PER GEOTECHNICAL REPORT AND STRUCTURALDRAWINGS.2.CONCRETE FOOTING PER STRUCTURAL.3.CONCRETE WALK, SLOPE AWAY FROM BUILDING AT 1:48 AT LANDINGS.4.CONCRETE SLAB PER STRUCTURAL.5.CONCRETE TILT UP WALL PANELS. PER STRUCTURAL, PAINT PER EXTERIORELEVATIONS.6.EXTEND TPO ROOFING UP OVER PANEL AND UNDER METAL COPING, ATPARAPETS PER MANUFACTURERS RECOMMENDATIONS, WHERE PARAPETEXCEEDS RECOMMENDED HEIGHT, INSTALL TERMINATION BAR ASREQUIRED.7.REVEAL, TYP. SEE DETAIL 3/A8.18.2X WOOD NAILER, PER STRUCTURAL.9.ALUMINUM STOREFRONT SYSTEM - SEE EXTERIOR ELEVATIONS.10.STEEL JOIST PER STRUCTURAL.11.METAL COPING, PER EXTERIOR ELEVATIONS.12.WOOD DECK, PER STRUCTURAL.13.RIGID INSULATION, PER COVERSHEET.14.TPO ROOFING SYSTEM, PER ROOF PLAN.15.VAPOR BARRIER WITH 4" SAND AT FUTURE OFFICE AREAS ONLY, AS NOTEDON FLOOR PLANS.16.CONTINUOUS STEEL ANGLE LEDGER PER STRUCTURAL.17.OVERFLOW SCUPPER BEYOND, SEE DETAIL 11/A8.1 & 8/A8.118.STEEL CANOPY, PER STRUCTURAL. PAINT PER EXTERIOR ELEVATIONS.19.CONCRETE TRUCK COURT.20.CONCRETE PAD PER STRUCTURAL.21.HIGH POINT OF TPO ROOF BEYOND.22.SECTIONAL INSULATED O/H DOOR23.DOCK BUMPER24.3/8" BENT PLATE "Z" GUARD, TO 3'-6" AFF.25.STEEL ANGLE TO 4'-0'' AFF, SEE STRUCTURAL.26.HM FRAME AND DOOR, PAINT PER ELEVATIONS.27.2X WOOD PURLIN, PER STRUCTURAL28.STEEL TRELLIS PER STRUCTURAL. SEE EXTERIOR ELEVATIONS AND ROOFPLAN.29.STEEL COLUMN PER STRUCTURAL.30.INTERSTITIAL ROOF FRAMING, TBD31.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5"HAT CHANNEL APPLIED TO CONCRETE PANEL; COLOR MIX TBD.32.3/4" IN SET PER ELEVATION33.STANDING SEAM ROOF OVER METAL DECK WITH STEEL CHANNEL GUTTER34.CONCRETE BASE PER STRUCTURAL, TYP.GENERAL NOTESXWALL SECTIONSA4.51/2"=1'-0"WALL SECTION AT OVERHEAD DOOR1A4.51/2"=1'-0"WALL SECTION AT DOCK DOOR2A4.51/2"=1'-0"WALL SECTION AT WINDOWS3A4.5SIM4A6.252712101314211612A8.11711277231241A6.22425224A6.223527121013142116171127201242425221/2"=1'-0"WALL SECTION AT NW ENTRY4A4.52A6.2795161213142127108A6.212154312154528338A8.22833434T.O. BEAM25'-7"1113A8.1TYP6816121314212711687A8.213A6.22A8.213A6.211A6.2TYPTYPTYP33855 WEYERHAEUSER WAY S
3/4"CONCRETEWALL BEYONDSECTIONAL DOOR(PAINTED)1/2"
1/2"
1/2"CONC WALLHM DOORHM DOOR FRAME BEYONDDOOR SWEEPAL THRESHOLD SET IN BED OFMASTICJOINT FILLERGLAZING PER ELEVATIONSCONC TILT-UP WALL PANELCONCRETE TILT-UP WALL PANELHM DOOR FRAME, CAST INTOPANELHM DOORDOOR THRESHOLD BELOWGLAZING PER ELEVATIONSBACKER ROD ANDSEALANT BOTH SIDESCONC TILT-UP WALL PANELKAWNEER 451-T OR EQUALSTOREFRONT SYSTEMKAWNEER 451-T OR EQUALSTOREFRONT SYSTEMKAWNEER 451-T OR EQUALSTOREFRONT SYSTEMGLAZING PER ELEVATIONSBACKER ROD AND SEALANT BOTHSIDESBACKER ROD AND SEALANTBOTH SIDESPOINTDIMPOINT
DIM
POINTDIMPOINT
DIM
1/2"3"x3" GALV. ANGLE W/OF OPENING4'-0" OC FULL WIDTH 1/2" ANCHORS AT CONCRETE PANELSTANDARD DOCK BUMPERSECTIONAL DOOR10"AL ENTRANCEFRAME BEYONDAL THRESHOLD SET IN BED OFMASTIC - BEVEL EDGES @ 1VERT: 2 HORIZ W/ MAX EDGEHEIGHT OF 1/4"JOINT FILLERPOINTDIMAL WINDOWSYSTEMGLAZING AL. DOOR TO MATCHWINDOW SYSTEMSUBSILL AND END DAM SET IN BED OFMASTIC1" TYP1" TYP1" TYP
TRACK BEYOND1"ALUM ENTRANCE DOORTHRESHOLDKAWNEER 451-T WINDOW SYSTEMOR EQUALGLAZING PER ELEVATIONSSEALANT AND BACKER ROD BOTHSIDES1/2"DOOR SWEEPCONCRETE DOCK EDGEA6.211 1/2'' = 1' - 0''TYP. HM DOOR SILLA6.251 1/2'' = 1' - 0''ALUM. STOREFRONT JAMBA6.291 1/2'' = 1' - 0''WINDOW HEADA6.2131 1/2'' = 1' - 0''SILL @ O.H. DOORA6.221 1/2'' = 1' - 0''TYP. HM DOOR JAMBA6.261 1/2'' = 1' - 0''ALUM. STOREFRONT HEADA6.2101 1/2'' = 1' - 0''WINDOW SILLA6.2111 1/2'' = 1' - 0''SECTIONAL DOOR HEADA6.241 1/2'' = 1' - 0''ALUM. STOREFRONT SILLA6.281 1/2'' = 1' - 0''WINDOW JAMBA6.2121 1/2'' = 1' - 0''GRIDGRIDGRID6"4" MIN
6"2 3/4"CONC TILT-UP WALL PANEL5/8" LEAD EXP BOLTSTL ANGLE PERSTRUCTURALFILL VOID @ CHAMFER W/SEALANT3/8" BENT PLATE. PAINTSAFETY YELLOWWEATHER SEALINSULATED SECTIONALDOOR ON 3" HEAVY DUTYTRACK AT DRIVE IN DOORSAND 2" TRACK AT DOCKDOORSDOCK SEAL, WHEREOCCURSECTIONAL DOOR JAMBA6.231 1/2'' = 1' - 0''2 3/4"CONCRETE TILT-UPWALL PANELDRIPMETAL ANGLEINSULATED SECTIONAL DOORON3" HEAVY-DUTY TRACK ATDRIVE IN DOORS AND 2" TRACKAT DOCK DOORSDOOR TRACKDOCK SEAL, WHEREOCCUR3/4"CONC TILT-UP WALL PANELHM DOOR FRAME CASTINTO PANELHM DOORRAIN DRIPTYP. HM DOOR HEADA6.271 1/2'' = 1' - 0''DOOR AND WINDOWDETAILSA6.2Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PC IRG GREENLINEBUILDING BWEYERHAEUSER WAYS SFEDERAL WAY, WA 9800120.0003368.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:ISSUED FOR PERMIT01/29/202133855 WEYERHAEUSER WAY S
3/4"1/2"3/4"2"3/4"HORIZ. REVEALCONCRETE WALLPANELSEALANT &BACKERTYP. PANEL JOINTA8.113'' = 1' - 0''VERIFY IN FIELD1'-0"TYP.1'-0"TYP.1/4PER WALL SECTIONVERIFY IN FIELD 3'-0"3'-6"VERIFY IN FIELD8"x3"x1/4"x3" LGANGLE BRACKETS @TOP & BOTTOM @4'-0" OC MAX3/4" ROUNDRUNGS THRUSIDE RAILS3/8"x 2 1/2" FBSIDE RAILS1'-6"ROOF JOISTSBEYONDROOF HATCH PERDTL. 16/A8.1PAINTED STEELLADDERPLYWD DECKFLOOR OVER METALJOISTS BEYOND,SEE PARTITIONTYPES: SHEET A6.1PAINTED STEELLADDER70°8'-0"2'-7"LADDER CAGELADDER TO MEET ALLCURRENT OSHA SAFETYREQUIREMENTSEXTEND PARTITIONTO CREATE PARTIALHEIGHT GUARDRAILAT PLATFORM3'-6"PARTITION,PER PLANEXTENDABLE SAFETYPOSTS, BOTH SIDESOF LADDERLADDER TO ROOF A8.1171/2'' = 1' - 0''2X PURLIN70°2X BLOCKING, PTINSULATED CURBASSEMBLY,FASTENEDPERMANUFACTURER'SRECOMMENDATIONSTPO ROOFINGMEMBRANE OVERRIGIDINSULATIONCURB W/ INTEGRALCAP FLASHING4" HEMMED DRIPEDGECOUNTERFLASHINGTYP. ROOF HATCHA8.1161 1/2" = 1'-0"6 1/2"1 1/2"8"PLANELEVATION1'-0"
3'-0"PVC DOWN SPOUT FROMROOF, PAINTED FINISHEXPANSION ANCHOR INTOPC CONC PANEL TYP @ 14"OC1/4" STL PLATE ALIGN W/DOCK BUMPER HEIGHT,PRE-PRIMED, PAINTED TOMATCH ADJACENT BUILDINGCOLORPVC DOWN SPOUT FROMROOFT.O. DOCK0'-0" AFF1'-6"FULL HEIGHT OF PLYWOOD,DOWN SPOUT PROTECTORA8.181 1/2" = 1'-0"CANOPY DETAILA8.191 1/2" = 1'-0"5"EQ.EQ.EQ.8"12"END PLATE WITH EXP.ANCHORS PER STRUCTUREHSS BEAM CANOPY PERSTRUCTUREHSS JOIST PER STRUCTURECONC TILT-UP WALL PANELROOF ASSEMBLYFIXED SKYLIGHT2X WOOD CURB WITH FLASHINGRIGID INSULATION, STAGGERSIMPSON LTP4 OREQUIVALENT FRAMING PLATEWOOD BLOCKINGRIGID INSULATIONJOINTSTYP. FIXED SKYLIGHT CURBA8.1153'' = 1' - 0''WOOD SHEATHINGHIGH POINT BEYOND1 1/8" CONTINUOUS PTPLYWOOD FASCIATILT-UP CONCRETE PANELRIGID INSULATION,STAGGERED JOINTS1"WOOD TOP PLATE, PERSTRUCTURAL4"
2'-0"DESIGN BASIS:R-35, UP TO 7" OF RIGID INSULATION: CONFIRM WITHENERGY CODE COMPLIANCE TABLE ON COVERSHEET6"TPO ROOFTPO ROOF, EXTEND DOWNFULL HEIGHT OF PLYWOOD,FASTEN PER MANUF.RECOMMENDATIONS,MINIMUM 12" O.C.PT BLOCKINGCONTINUOUS GALVANIZEDCLEATMETAL COPING, 24 GAMINIMUM, AS REQUIREDFOR SPANSCONTINUOUS 2X NAILERTYP. ROOF SECTIONA8.1121 1/2" = 1'-0"3/4"2"3/4"3/4"SEE ELEVATIONSC REVEALL3/4"3/4"3/4"
3/4"1/2"CONCRETE WALLPANELCONCRETE WALLPANELSEALANT &BACKERPLAN @ TYP. OUTSIDE CORNERA8.123'' = 1' - 0''TYP. REVEALSA8.133'' = 1' - 0''ACTUAL WALL WIDTH(VARIES)12" WIDE 20 GA GLAV.ANCHOR CLIPS 4'-0" O.C.METAL COPING COVER(12'-0" LENGTHS, MIN.)FINISH PER EXTERIORELEVATIONS8" WIDE CONCEALEDSPLICE PLATE AT EACHJOINTMASONRY FASTENERSWOOD NAILERFASTENERSPROVIDED FORWALL VARIATIONSTPO MEMBRANE1'-0"INSIDE FACE214" MIN/6" MAX15/16"3/8" SPACETYP. COPING DETAILA8.1133'' = 1' - 0''METAL CONDUCTOR HEAD6" DIA. PVC DOWNSPOUT,CONC TILT-UP WALL PANEL1'-2"3"3"PNT FINISHMETAL COPINGLOW POINT OF ROOF2'-0"1" SUPPORT STRAP, 8'-0" OC, PNT FINISH6"TYP. MTL. CONDUCTOR HEADA8.1101 1/2" = 1'-0"6" DIA. PVC DOWN SPOUTMETAL CONDUCTOR HEADWOOD SHEATHINGROOF BEYOND, HIGH POINTMETAL SCUPPER FLASHINGBEYOND, PNT FINISHRIGID INSULATION,STAGGERED JOINTSTPO ROOF, EXTEND DOWNFULL HEIGHT OFPLYWOOD, FASTEN PERMANUFACTURER'SRECOMMENDATIONS,MINIMUM 12" O.C.CONTINUOUS GALVANIZEDCLEAT10"METAL COPING BEHINDCONDUCTOR HEAD1'-4"5"4" DIAMETER HOLE INBOTH SIDES OF METALCONDUCTOR HEAD10A8.1TYP. ROOF SCUPPER SECT.A8.1111 1/2" = 1'-0"3/4"2 1/4"3/4"3/4"CONC TILT-UP WALLPANELDIM
POINTTYP. VERTICAL REVEALA8.143'' = 1' - 0''HORIZ. REVEALCONTINUOUS WELDTPO ROOF SYSTEM1'-0" MIN
VENT PIPERIGID INSULATIONTPO PIPE BOOT,TO ACCOMMODATE PIPESIZES FROM 1" TO 6"WOOD SHEATHINGSECURE PERMANUFACTURER'SINSTALLATIONREQUIREMENTSROOF BEYOND, HIGH POINTROOF VENTA8.171 1/2" = 1'-0"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PC IRG GREENLINEBUILDING BWEYERHAEUSER WAYS SFEDERAL WAY, WA 9800120.0003368.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:ISSUED FOR PERMIT01/29/2021EXTERIOR DETAILSA8.133855 WEYERHAEUSER WAY S
INSULATE DRAIN COMPONENTS BELOWTHE DECK TO PREVENT CONDENSATION.DRAIN BOWLDECK CLAMPWATER CUT-OFFMASTICWOOD SHEATHINGTAPERED INSULATIONROOF INSULATIONROOFING MEMBRANECLAMPING RINGDRAIN STRAINERROOF DRAINA8.241 1/2" = 1'-0"2'-0"4'-0"2'-0"PRETAPEREDINSULATIONTYP.OVERFLOWDRAINROOF DRAINSLOPE TO DRAINTYPICAL4'-0"ROOF DRAIN LAYOUTA8.251" = 1'-0"6A8.24"SINGLE-PLY TPO ROOFR=34 RIGID INSULATION1/2" PLYWOOD2x4 LEDGER2x4 JOISTS@ 16" O.C.5/8" GYP. BOARDEDGE MOULDINGCAULK & BACKER RODCONCRETE TILT-UP PANELSOFFIT @ CONCRETE PANELA8.213'' = 1' - 0''CONTINUOUS REGLET WITHCOUNTER FLASHING ATTACHTO METAL DECK AT EACHFLUTE, PAINT TO MATCHCANOPYSEALANTSTEEL DECKPER STRUCTURALTRELLIS DETAILA8.271 1/2" = 1'-0"STANDING SEAMROOFSTEEL DECKPER STRUCTURALSTEEL TRELLISPER STRUCTURALPAINT PER EXT. ELEVATIONSSTEEL CHANNEL PERSTRUCTURALSLOPE @ 14" PER 1'TRELLIS DETAILA8.281 1/2" = 1'-0"BREAK METAL @ T.S. HEADERA8.223'' = 1' - 0''STOREFRONT PERELEVATIONSBREAK METAL TO MACHSTOREFRONTT.S. HEADERPER STRUCTURALT.S. HEADER PERSTRUCTURALCAULK & BACKERRODSTOREFRONT PERELEVATIONS5/8" GYP. BOARDEDGE MOLDINGCAULK & BACKER ROD2x4 JOISTS@ 16" O.C.2x4 LEDGERPER STRUCTURAL1/2" PLYWOODSINGLE PLY TPOROOFTERMINATION BAR WITHCONTINUOUS BEAD OFSEALANTPROVIDE 1 1/2"x 1 1/2"WELDED WIRE MESH ATPERIMETER OF SOFFITPAINT TO MATCHSOFFIT @ T.S. HEADERA8.233'' = 1' - 0''2"ROOFINGMEMBRANEOVERFLOWROOF DRAINEXTEND ROOFINGUNDER CLAMP RINGWOODSHEATHINGTAPEREDINSULATIONROOF DRAINROOF DRAINA8.261" = 1'-0"4A8.2Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PC IRG GREENLINEBUILDING BWEYERHAEUSER WAYS SFEDERAL WAY, WA 9800120.0003368.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:ISSUED FOR PERMIT01/29/2021EXTERIOR DETAILSA8.233855 WEYERHAEUSER WAY S
1'-6"1'-0"1'-6"1'-0"
1'-5 7/8"22'-9 1/2"22'-0"22'-0"1'-6"1'-4"
23'-0"
1'-0"1'-6"1'-0"1'-6"1'-0"32.532.5Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PC IRG GREENLINEBUILDING BWEYERHAEUSER WAYS SFEDERAL WAY, WA 9800120.0003368.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:ISSUED FOR PERMIT01/29/2021TRELLIS DETAILSA8.31/4"=1'-0"NORTH ENTRY TRELLIS DETAIL1A8.31/4"=1'-0"CHAMFER TRELLIS DETAIL2A8.3KEY NOTES1.ALL INSULATION SHALL BE PER THE COVERSHEET AND THE WSEC.2.ANY FUTURE INSTALLED EXPOSED INSULATION AND FACING SHALLCONFORM TO IBC SECTION 7201.STRUCTURAL FILL PER GEOTECHNICAL REPORT AND STRUCTURALDRAWINGS.2.CONCRETE FOOTING PER STRUCTURAL.3.CONCRETE WALK, SLOPE AWAY FROM BUILDING AT 1:48 AT LANDINGS.4.CONCRETE SLAB PER STRUCTURAL.5.CONCRETE TILT UP WALL PANELS. PER STRUCTURAL, PAINT PER EXTERIORELEVATIONS.6.EXTEND TPO ROOFING UP OVER PANEL AND UNDER METAL COPING, ATPARAPETS PER MANUFACTURERS RECOMMENDATIONS, WHERE PARAPETEXCEEDS RECOMMENDED HEIGHT, INSTALL TERMINATION BAR ASREQUIRED.7.REVEAL, TYP. SEE DETAIL 3/A8.18.2X WOOD NAILER, PER STRUCTURAL.9.ALUMINUM STOREFRONT SYSTEM - SEE EXTERIOR ELEVATIONS.10.STEEL JOIST PER STRUCTURAL.11.METAL COPING, PER EXTERIOR ELEVATIONS.12.WOOD DECK, PER STRUCTURAL.13.RIGID INSULATION, PER COVERSHEET.14.TPO ROOFING SYSTEM, PER ROOF PLAN.15.VAPOR BARRIER WITH 4" SAND AT FUTURE OFFICE AREAS ONLY, AS NOTEDON FLOOR PLANS.16.CONTINUOUS STEEL ANGLE LEDGER PER STRUCTURAL.17.OVERFLOW SCUPPER BEYOND, SEE DETAIL 11/A8.1 & 8/A8.118.STEEL CANOPY, PER STRUCTURAL. PAINT PER EXTERIOR ELEVATIONS.19.CONCRETE TRUCK COURT.20.CONCRETE PAD PER STRUCTURAL.21.HIGH POINT OF TPO ROOF BEYOND.22.SECTIONAL INSULATED O/H DOOR23.DOCK BUMPER24.3/8" BENT PLATE "Z" GUARD, TO 3'-6" AFF.25.STEEL ANGLE TO 4'-0'' AFF, SEE STRUCTURAL.26.HM FRAME AND DOOR, PAINT PER ELEVATIONS.27.2X WOOD PURLIN, PER STRUCTURAL28.STEEL TRELLIS PER STRUCTURAL. SEE EXTERIOR ELEVATIONS AND ROOFPLAN.29.STEEL COLUMN PER STRUCTURAL.30.INTERSTITIAL ROOF FRAMING, TBD31.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5"HAT CHANNEL APPLIED TO CONCRETE PANEL; COLOR MIX TBD.32.3/4" IN SET PER ELEVATION33.STANDING SEAM ROOF OVER METAL DECK WITH STEEL CHANNEL GUTTER34.CONCRETE BASE PER STRUCTURAL, TYP.GENERAL NOTESX552828339999999T.O. BEAM24'-4"34343434342828181899T.O. BEAM24'-3 1/2"3177111126292929292933855 WEYERHAEUSER WAY S
1'-6"1'-4"21'-9 1/4"
1'-0"
1'-4"23'-0"
1'-4"24'-2 3/4"
1'-4"25'-5 1/2"
1'-4"26'-8 1/4"1'-6"1'-6"1'-6"1'-6"1'-0"XXXXXXXX1'-6"1'-0"1'-8"1'-0"14151415HHNelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PC IRG GREENLINEBUILDING BWEYERHAEUSER WAYS SFEDERAL WAY, WA 9800120.0003368.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:ISSUED FOR PERMIT01/29/2021TRELLIS DETAILSA8.41/4"=1'-0"SOUTH ENTRY TRELLIS DETAIL1A8.41/4"=1'-0"SOUTH ENTRY TRELLIS DETAIL2A8.4999999534T.O. BEAM23'-1 1/2"KEY NOTES1.ALL INSULATION SHALL BE PER THE COVERSHEET AND THE WSEC.2.ANY FUTURE INSTALLED EXPOSED INSULATION AND FACING SHALLCONFORM TO IBC SECTION 7201.STRUCTURAL FILL PER GEOTECHNICAL REPORT AND STRUCTURALDRAWINGS.2.CONCRETE FOOTING PER STRUCTURAL.3.CONCRETE WALK, SLOPE AWAY FROM BUILDING AT 1:48 AT LANDINGS.4.CONCRETE SLAB PER STRUCTURAL.5.CONCRETE TILT UP WALL PANELS. PER STRUCTURAL, PAINT PER EXTERIORELEVATIONS.6.EXTEND TPO ROOFING UP OVER PANEL AND UNDER METAL COPING, ATPARAPETS PER MANUFACTURERS RECOMMENDATIONS, WHERE PARAPETEXCEEDS RECOMMENDED HEIGHT, INSTALL TERMINATION BAR ASREQUIRED.7.REVEAL, TYP. SEE DETAIL 3/A8.18.2X WOOD NAILER, PER STRUCTURAL.9.ALUMINUM STOREFRONT SYSTEM - SEE EXTERIOR ELEVATIONS.10.STEEL JOIST PER STRUCTURAL.11.METAL COPING, PER EXTERIOR ELEVATIONS.12.WOOD DECK, PER STRUCTURAL.13.RIGID INSULATION, PER COVERSHEET.14.TPO ROOFING SYSTEM, PER ROOF PLAN.15.VAPOR BARRIER WITH 4" SAND AT FUTURE OFFICE AREAS ONLY, AS NOTEDON FLOOR PLANS.16.CONTINUOUS STEEL ANGLE LEDGER PER STRUCTURAL.17.OVERFLOW SCUPPER BEYOND, SEE DETAIL 11/A8.1 & 8/A8.118.STEEL CANOPY, PER STRUCTURAL. PAINT PER EXTERIOR ELEVATIONS.19.CONCRETE TRUCK COURT.20.CONCRETE PAD PER STRUCTURAL.21.HIGH POINT OF TPO ROOF BEYOND.22.SECTIONAL INSULATED O/H DOOR23.DOCK BUMPER24.3/8" BENT PLATE "Z" GUARD, TO 3'-6" AFF.25.STEEL ANGLE TO 4'-0'' AFF, SEE STRUCTURAL.26.HM FRAME AND DOOR, PAINT PER ELEVATIONS.27.2X WOOD PURLIN, PER STRUCTURAL28.STEEL TRELLIS PER STRUCTURAL. SEE EXTERIOR ELEVATIONS AND ROOFPLAN.29.STEEL COLUMN PER STRUCTURAL.30.INTERSTITIAL ROOF FRAMING, TBD31.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5"HAT CHANNEL APPLIED TO CONCRETE PANEL; COLOR MIX TBD.32.3/4" IN SET PER ELEVATION33.STANDING SEAM ROOF OVER METAL DECK WITH STEEL CHANNEL GUTTER34.CONCRETE BASE PER STRUCTURAL, TYP.35.BUILDING ADDRESS; 12" MIN. HIGH BLACK ADDRESS NUMBERGENERAL NOTESX5342833282828283434343428282833341818997711112929292929292929CITY COMMENTS207/08/2022352233855 WEYERHAEUSER WAY S