The URL can be used to link to this page

APPROVED BLD2018-1622 FINAL ARCH PLAN SET WITH REVISED SHEETS INCORPORATEDW LL LO 00 am a7 CT) a) U) ., j C,C w r r r r r a E' Q -� m w 00 ti C- i z m N �-- �- a.. o N 0 r Q w � W ✓AF t�'Fsy p'00 Cl) �Y''a > N N w �Y ''�5'Iy�aYt TEE yeti W (C) O O O is =3 e yi Z r V j y �� Q� w w m m U W �-- w � W � _ _ W �( LLJ 00 9� Q Z O {� LIJ Q V .,... Z CO Lli oz st+9 Q Z Z Z wO iLJ r) OD Z f" LO O `/� 0 W w �� F-+/LUMcn!? c W ^ UU U op w w w !�- z ,o —7�'� c 4 r s a > Q'7 C o CU (.0 (.0 = -. W - ❑ z ac 0 wW b� oo w o0000 LLJ�, °U. .,.�„ ..... U U 0 IL o �O mGomca. om • It, ZONING/MUNICIPAL BUILDING AND STRUCTURA MECHANICAL ELECTRICAL ENERGY MECHANICAL PLUMBING FIREiLiFE SAFETY SPRINKLER SYSTEMS STORM WATER S ecial Inspections Required By the Geotechnical Engineer: • Grading/Soils/Shoring/Drainage City of Edmonds L 2015 IBC - WAC 50-51 2015 iMC - WAC 51-52 2015 NEC (NFPA 70), 2015 WSEC (COMMERCIAL AND RESIDENTIAL) 2015 IMC 2015 UPC - WAC 50-563 51-57 20151 FC - WAG 51-54 2016 NFPA13&72 Latest KCSWDM AIR CONDITIONING & VENTING 2009 WAC 51-13, NFPA 90A ENVIRONMENT WAC 197-11 (SEPA) ACCESSIBILITY 2015 IBC - CHAPTER 11 WITH WA STATE WAC 51-50 AMENDMENTS & 2003 & 20091CC ANSI A117.1 FHA, 2010 ADAS k The above list of codes and ordinances is for reference only and is not intended to be exhaustive or complete. I %V%AU V Solar P Special Inspections requiredper IBC 1701: Scticr _ F and T I •�,�,-�cti�::,^s �::�i �Erec 1. Concrete cy sEf�.°ct.ra 1i^sr✓perc►-: T See S • `�.� 1, � �-ns+rL:r_:: n. irc t ;.~� ei ':liit't. wr„ rat Permits 2. Reinforcing Steel ,. i� 1 Y1 3. Shear Walls aSelu C. ncr:.t� MOTE: 4. Expansion Anchors t-u::t��rfl��orr� ., Fdmon 5. Adhesive Anchors �,` `r�"` `?�``a 1 .�e�Irao��c�i�r �`~� "��`' �''� '""''��`° process. ` p :I;"?-� r ingt1: Boit'n:a Grid ': IAA B J C r; ti t I approve -� cods ALIBRCIVIATIONZO• Cau FcrniQMeta; r2."ing & and FO face of PAV pave, pavers, pavement < angle FP fireplace, fireproof PCF pounds per cubic foot @ at FR fire resistant PED pedestal # number,pounds FS full size PERF perforate [ channel FSK floor sink PFB prefabricated FST folding shower seat PFN pref nished ABV above FT foot, feet PKG parking AC air conditioning, acoustic FTG footing PL plate ACC access FUR furring PLAM plastic laminate ACP acoustic ceiling panel PLF pounds per linear foot ACT acoustic ceiling tile GA gage, gauge PLL parallel ADD addendum GB grab bar PLY plywood ADJ adjust, adjustable GC general contractor PNL panel AFF above finish floor GBR grab bar rear PNT paint AL aluminum GBS grab bar side POLY polyethyline ALT alternate, alternative GBV grab bar vertical PR pair ALUM aluminum GF ground face PROP property line ANOD anodized GLAZ glazing PSF pounds per square foot APPR approximate GLB glassblock PSI pounds per square inch ARCH architect, architectural GLV galvanize, galvanized PT paint AVG average GL glass, glaze, glazing PTD paper towel dispenser GRD grade PVC poly vinyl cloride BB board & batten GSKT gasket BD board GWB gypsum wallboard R radius, risers BF barrier free GYP gypsum R&S rod and shelf BLDG building RA return air BLK block, blocking RAD radius BLW below H high, height RBB reverse board & batten BM beam HB hose bibb RD roof drain BS both sides HD heavy duty REF reference, refrigerator BSBL building setback line HDR header REINF reinforce, reinforcement BSMT basement HDW hardware RF roof BTM bottom HEX hexagonal RFL reflected BTWN between HJ head joint RH right hand, robe hook BW both ways HM hollow metal RM room HORIZ horizontal RMV remove CAB cabinet HT height RO rough opening CB catch basin HWD hardwood ROW right of way CFM cubic feet per minute HWT hot water tank/heater RVS reverse CFR chamfer HVAC heating, ventilation & air CFT cubic feet conditioning S south CIP cast in place HZ horizontal SAM self-adhesive membrane CJ control joint SBK setback CL centerline ICC international code council SC solid core CLG ceiling ID inner diameter SCD seat cover dispenser CLR clear, clearance, clear finishINCL include, included SCHED schedule CMU concrete masonry units iNSUL insulate, insulation SCR shower curtain rod COL column INST install, installed SD smoke detector, soap dispense CONIC concrete INT interior SECT section CONST construction SF square feet, store front CONT continuous JST joist SFTY safety CONTR contractor, contract JT joint SHT sheet CORR corrugated SIM similar CR corrosion resistant KO knockout Sul seismic joint CSMT casement KPL kickplate SLNT sealant CT ceramic tile, changing table SND sanitary napkin dispenser CYD cubic yards L left, long, length SNR sanitary napkin receptacle LAM laminate, laminated SOG slab on grade D deep, depth LAV lavatory Sp sound proof DBL double LBL label SQ square DD deck drain LH left hand SS stainless steel DF drinking fountain LT light SSS stainless steel shelf DIA diameter LW lightweight STD standard DIAG diagonal STL steel DIM dimenion, dimensional MAS masonry STOR store, storage DIV divide, division MATL material STRUCT structural DN down MFCS manufactered fiber cement siding SYM symmetric DR door MAX maximum SYN synthetic DS downspout MB marker board SYS system DT drain tile MBR member DTL detail MDF medium density fiberboard T tempered DW dishwasher MDO medium density overlay T&G tongue & groove DWG drawing MECH mechanical TB towel bar DWR drawer MED meduim TEL telephone MFR manufacturer THK thickness E east MH mop hook TO top of (E) existing MIN minimum TOL tolerance EA each MIR mirror TOP top of parapet EF exhaust fan MISC miscellaneous TOW top of wall EG existing grade MO masonry opening TPD toilet a er dis enser mac.' m System 501 Ay ro;p V (Sa Ito) cal 1. It is the responsibility of the contractor to ensure 23. Safe glazing shall be installed in areas subject to 28. Exterior wood framed decks and other wood framed I �t3�r Safety g g J compliance and conformance with the various human impact according o IBC section 24 structures exposed to weather: all wood shall be pressure � .. p g t C s o 06 . p provisions within applicable ordinances and codes for treated to current American Wood Preservers Institute is Fire -Sprinkler System all of the work. 1 } Glazing in swinging doors, except jalousies standards. This includes all plywood, trusses, sawn 2. Safety: contractor shall be responsible for all required 2) Glazing in fixed or sliding panels of sliding door members, glued -laminated members, etc., unless noted F222FL�RRE"U" safety precautions and the methods, techniques, assemblies and panels in sliding and bifold closet door otherwise. All nails and connectors shall be heavy -coat sequences, or procedures required to perform the work. assemblies. galvanized and to be compatible with wood treatment Sys 3) Glazing in storm doors, products. e3. Changes: contractor initiated changes shall be submitted 4) Glazing in all unframed swinging doors. i System in writing to the architect and structural engineer for 5) Glazing in doors and enclosures for hot tubs 29. Fireblocking and draft stopping shall be installed in approval prior to fabrication or construction. Changes whirlpools, saunas, steam rooms, bath tubs, and combustible locations in accordance with iBC Section 718. .s shown on shop drawings only will NOT satisfy this showers. Glazing in any portion of a building wall Fireblocking shall comply with Section 718.2. Draftstopping and Details for TJI's • enclosing these compartments where the bottom in floor/ceiling spaces and attic spaces shall comply with crequirement. ontrol System Generator exposed edge of the glazing is less than 60 inches Section 718.3 and 718.4, respectively. icy 4. Project drawings indicate general configuration of measured vertically above any standing or walking icy Responder Radio Coverage construction. Where conditions require specific detail surface. 30. Guardrails shall be placed at all un-enclosed floor and roof y Communication System information not included with these drawings, it is the 6 Glazingin an individual fixed oro operable panel openings, landing ramps, balconies, decks or porches d Lighting & Power Package Plans Electrical • . • g : ) p p• g p�F g g g } Contractor's responsibility to confirm intent with the adjacent to a door where the nearest exposed edge of which are more than 30 above finished grade or floor V Panels Architect before proceeding with construction. the glazing is within a 24 inch arc of either vertical below. Tops of guardrails shall not be less than 42" in ratings edge of the door in a closed position and where the height. Open guardrails shall have intermediate rails or hoot S0.01 for Structural Deferred Submittals and 5 All structural systems such as trusses which are to be bottom exposed edge of the glazing is less than 60 ornamental patterning which will not allow the passage of a 4" Y � � r composed of components to be field erected shall be inches above the walking surface. sphere, (IBC sec. 1014-Handrails & 1015 Guards) Deferred items are to be submitted to the City of supervised by the supplier during manufacturing, delivery, 7) Glazing in an individual fixed or operable panel, other • . ds Permit Center via the City's Deferred Submittal handling, storage, and erection in accordance with than those locations described in Items 5 and above 31. Handrails shall be provided at every stairway and ramp. Prior to installation, items must be reviewed and instructions prepared by the supplier. that meets all of the following conditions: Tops of handrails shall be placed not less than 34" nor d by the City of Edmonds Building Services Division more than 38', above the nosing of treads or ramp slope. 6. Studio Meng Strazzara assumes no responsibility as to 7.1 Exposed area of an individual pane greater than Handgnp portions of handrails shall be not less than 1 the physical characteristics of the soils. 9 square feet. 1i4", nor more than 2", in cross -sectional dimension and shall SYMBOLS7.2 Bottom edge less than 18 inches above the floor. terminate in walls or newel posts. (IBC sec.1014.2) 7. Studio Meng Strazzara assumes no responsibility for, nor 7.3 Top edge greater than 36 inches above the floor. verifies the accuracy of, any engineering data supplied by 7.4 One or more walking surfaces within 36 inches 32. Provide sound attenuation board and blankets as noted on others. horizontally of the plane of glazing. plans and specifications. See Acoustical Report, when provided for additional requirements. DRAWING REFERENCE DRAWING 8 Glazing in guards and railings, including structural baluster REFERENCE 8. Contractor to verify and coordinate all dimensions among all ) g g g � g _ # drawings prior to construction. Written dimensions take panels and nonstructural in -fill panels, regardless of area 33. Walls or portions thereof that retain earth and enclose - A precedence over scaled lengths and heights in all cases. or height above a walking surface. interior spaces and floors below grade shall be waterproofed SHEET NUMBS 9) Glazing in walls and fences enclosing indoor and outdoor and damp proofed in accordance with IBC Section 1805. ENLARGED g• In the event of discrepancies or contradictoryinformation in swimming pools, hot tubs and spas where the bottom is DRAWING p 34. Site drainage to conform to all local regulations and the drawings, or notes, it is the obligation of the less than 60 inches above a walking surface and within 60 DRAWING TITLES BUBBLE g g ordinances. Tight -line all roof drains to storm system or contractor to notify the architect of same and to obtain inches horizontally of the water's edge. This shall apply to RAWING NAME _ approved discharge per Civil. Do not connect foundation TITLE clarification from the architect before proceeding with the single glazing and all paned in multiple glazing. and retaining wall perimeterlfootingdiains tight -line to roof 1I8" =1'- 0" work. Any work done by the contractor after discovery of such 10) Glazing adjacent to stairways, landings and ramps within drain tight -lines or other site drainage unless per Civil. SCALE. discrepancy shall be done at the contractor's risk. 36 inches horizontally of a walking surface; when the Finish grade at the building face to have a positive slope exposed surface of the lass is than 60 inches above the g g p p REFERENCE SCALE p g away from the building. All site hard surfaces to have a 10. All contract documents pertaining to this project are to be plane of the adjacent walking surface p g p � 11 Glazing adjacent to stairways within 60 inches horizontal/ minimum slope o€1I4" in 12" to drains unless noted NORTH ARROW considered and interpreted for bidding and construction } g 1 y otherwise. N purposes as a complete whole. No part of the contract of the bottom tread of a stairway in any direction when the documents shall be distributed, considered, or used in any exposed surface of the glass is less than 60 inches above 35. Hose bibs: Provide all hose bibs, as shown on plans, with r(AN way independent of the complete set of documents. the nose of the tread. non -removable vacuum breakers. 12) Fire department glass access panels shall be of 11. The architect shall have final authority with regard to tempered glass. For insulating glass units, all panes 36. Grab bars, transfer seats, and other wall items to have solid interpretation of the intent and spirit of the contract shall be tempered glass. blocking at connection points. documents. EXCEPTIONS: 37. All hot water tanks shall be equipped with: 12. Bidder Design System, fire protection & alarm system to be The following products, materials and uses are exempt a. Pressure relief valve discharging to the exterior of the bidder designed. Sub -contractors designated to accomplish from the above hazardous locations: buildingand terminating 6" to 24" above rade. A rr t;r . g g bidder design will be responsible for the preparation of (UPC 608.5) drawings and applications for appropriate required permits 1 } Openings in doors through which a 3 inch sphere is b.Tie-backs and straps to prevent seismic displacement. (see applicable codes list). unable to pass. (UPC 507.2) e I e va t i o n 2} Decorative glass in item 1, 6 or 7. c. Thermal expansion tank if the waters system is xxx. x p p q 3 Glazing materials used as curved glazing snots in 13. In rooms not provided with an operable window of 1.5 s .ft. } g g g p equipped with a pressure reducing valve or a check in area or greater, a mechanical ventilation system, capable revolving doors. valve. (UPC 608.3) elevation of providing 5 air changes per hour, shall be provided. 4} Commercial refrigerated cabinet glazed doors. xxx. x' S Glass panels complyingwith Section 2110.1 14. Exhaust Fans Exhaust fans vented to the exterior are required } p, 38. General contractor shall be responsible for coordinating all q 6) Louvered windows and jalousies complying with the work including additional permits and subcontractor work. in all the following locations: bathrooms, powder rooms, requirements of Section 2403.5 ELEVATION REFERENCE [sundry rooms, and kitchens. Venting to be installed in q 7) Mirrors and other glass panels mounted or hung on a 39. Contractor shall be responsible for coordinating all building #B accordance to IMC surface that provides a continuous backing support. inspections with local jurisdiction in authority. p iu SHEET 15. NIA 24. See Geotechnical Report for drainage requirements. 40. Contractor shall clean all surfaces prior to occupancy, p 9 q p NUMBER Provide -clean -outs such that all portions of drainage 16. Tile for showers to be 6' min. above drain inlet with water Aft system can be adequately cleaned. Site drainage to 41. Contractor shall maintain a trash .bin in an area designated resistant backing. (IBC sec. 1210.3) conform to all local re ulations and ordinances. Tight -line b the owner's representative for the collection of all g g Y P 17 NIA all roof drains.to storm sewer system or approved construction debris. Contractor shall dispose of all debris and ELEVATION REFERENCE discharge when storm sewers are not available. Do not remove trash bin prior to occupancy. E • connect foundation and retaining wall perimeter/footin 18. Provide semi -recessed fire extinguisher cabinets to be g • A,_ �iJ drains tight -line to roof drain tight -lines or other site 42. Contractor and sub -contractors shall mark drawings for as- Iocated per code & fire Marshall approval. drainage. Finish grade at the building face builts. Mechanical electrical g g g e to have a ,plumbing, and fire drawings to SHEET NUMBER 19. HVAC Units: When HVAC units or water heaters are positive slope away from the building. All site hard be revised for as -built conditions by their respective authors. placed in an area susceptible to moisture, all pilot lights, surfaces to have a minimum slope of 1i4" in 12" to drains Submit final as -built reproducible drawings to owner's MODIFIER burners, switches, or heating elements shall be located at unless noted otherwise. representative, 41nsul, WALL TYPE �� •least 18 above the floor slab. Provide seismic anchor 43. All exterior joints shall be sealed, caulked, gasketed, or MODIFIERstraps for all water heaters. 25. Ali insulation materials, includin facin s, shall have a g 9 weather-stripped to limit air leakage in the fallowing location 20. Application and installation of insulation and vapor flame spread rating not to exceed 25 and a smoke density per Edmonds City Code. barriers shall comply with current Washington State not to exceed 450 when tested in accordance with a. windows and door frames thermal insulation standards. ASTM E 84. (IBC sec. 720) b. openings between walls and foundations ROOM AND FINISH TAG c. between walls and roof ROOM NAME 21. No water, soil, or waste pipe shall be installed or permitted 26. Provide flashing as stated in specifications at all roof/wall LOBBY 9 P d. openings at penetration of utility services 100 ROOM NUMBER outside of a building or in an exterior wall unless, where intersections, roof/chimney intersections, and roof curbs, e. all other openings in the building envelope 111 FINISH GROUP necessary, adequate provision is made to protect such Provide said flashing at all horizontal interruptions of siding pipe from freezing. All hot and cold water. pipes installed finishes. Flashing and waterproofing/ damp -proofing as 44. Stairway signage is required at each stair per IBC 1023. GRID LINE AND GRID NUMBER shown in the waterproofing drawings (when provided) These signs must include the Stair Identification Number, outside the conditioned space shall be insulated to a g minimum or R-3 (UPC 312.6 Freezing Protection) supersede that shown in the architectural drawings. the Floor Number, the Termination of the top and bottom of XG the Stair, the Story, whether there is roof access and Domestic hot water piping shall be insulated (UPC 27. All exterior wall glazing shall be minimum double -glazed • • ry, 609.11.1 Insulation Requirements). See WSEC for , g g g direction of exit discharge to the sign. The signs should be DATUM POINT additional requirements. and comply with the Washington State Energy Code located in the exit enclosure at each floor. requirements. 22. NIA RECITE NUMBER R##i# WINDOW TAG xx p p p REVISION NUMBER EJ expansion joint MOD modify, modified TTD toilet tissue dispenser EL elevation MR moisture -resistant TV television � REVISION TAG ELEC electrical MST metal spankrel panel TYP typical REVISION CLOUD ELEV elevator MT mount CD EMER emergency MTL metal UNO unless noted otherwise ENCL enclosure, enclose UL Underwriters Laboratory EQ equal N north EQP equipment NAT natural VB vapor barrier EST estimate, estimated NI nickel VCT vinyl composite tile EXH exhaust NIC not in contract VERT vertical EXP expose, exposed NMT non-metallic VG vertical rain EXST existing NO number g VIF verify in field EXT exterior NOM nominal VIN vinyl NRC noise reduction coefficient VJ v joint FCB fiber -cement board NTS not to scale VTO vent to outside FCT fiber -cement trim FD floor drain OA overall W west,wide, width FDC fire department connection OC on center WC water closet FE fire extinguisher (wall hung)OD outer diameter WD wood FEC fire extinguisher cabinet OFCI owner furnished- WID washer/dryer FF finish floor, frost free, contractor installed WH wall hung factory finish OFOI owner furnished- WIC walk-in closet FIG finished grade owner installed WIN window FIN finish, finished OH overhead W/O without FJ finish joint OPG opening Wp waterproof FLR floor OPP opposite WPC waterproofing consultant FLSH flash, flashing OPQ opaque WR water resistant FLX flexible WR13 weather -resistive barrier FND foundation WTW , wall to wall r f _ f J FEC EMERGENCY EGRESS p LIGHT � EXHAUST FAN AND DUCT ___0 WATER HEATER HW ELEC PANEL WASHING MACHING OUTLET BOX Air Leakage - Building Test The completed building shall be tested and the air leakage rate shall comply with WSEC C402.5.1.2. Provide test results to building inspector prior to final. The proposed project at 23326 Highway 99 is the first large scale multi -family development proposed along the Aurora corridor in the City of Edmonds. The,current design reflects the City's desire to bring high -density housing adjacent to major transportation and transit lines. The design includes approximately 132,400 square feet of multi -family residential (192 units), 8,200 square feet of residential flex space, 83,500 square feet of partial underground structured parking (252 stalls), and 3,000 square feet prominent corner leasing and lobby area. The overall height and massing of the project conforms to the city zone requirements and allows for a large residential amenity courtyard spaces along the center of the street. The building uses significant setbacks and vertical modulation of reduce the overall massing while wrapping around the central courtyard to create a unique residential community building. The proposed building will enhance the character of Aurora by providing a quality design which features prominently at the corner of 234th St and Highway 99. The project employs materials and landscape palettes which are analogous to the surrounding development, while providing a unique identity as encouraged in the City's Design Guidelines. Contextual cues are derived from adjacent residential structures to the east as well as the topography of the site. The current dilapidated site will be enhanced with thoughtful landscaping and a building that responds to the current housing needs of the region. The project is designed to accommodate both pedestrian and vehicle. ` The proposed project, with it's colors, materials and Northwestern Style influence, meets the intent of the Urban Design General Objectives within the Edmonds Comprehensive Plan. DEVELOPER Goodman Real Estate 2801 Alaskan Way #310 Seattle, WA 98121 p: 206.448.0259 Tim Dickerson ARCHITECT Studio Meng Strazzara 2001 Western Ave, #200 Seattle, WA 98121 p: 206.587.3797 Chris Davidson f 1 /a CIVIL ENGINEER NAVIX 11400 SE 8th St, #345 Bellevue, WA 98004 p: 425.458.7900 Joe Taflin, PE GEOTECH Zipper Geo Associates 19019 36th Ave, Suite E Lynnwood, WA 98155 p: 425.582.9928 Robert Ross LANDSCAPE ARCHITECT Tom Rengstorf Associates 811 First Avenue, #615 Seattle, WA 98104 p: 206.682.7562 Scott Evans STRUCTURAL CKC Structural Engineers 10500 NE 8th Street, #800 Bellevue, WA 98004 p: 425.455.2144 Al Leaverenz 4 ENERGY CONSULTANT Patrick Hayes 15916 68th Ave SE Snohomish, WA, 98926 p: 206.819.7684 Patrick Hayes BUILDING ENVELOPE _ ACOUSTICAL Cross 2 Design Group, Inc. A3 Acoustics 2476 Westlake Ave N, #102 241 South Lander St, #200 Seattle, WA 98109 Seattle, WA 98134 p: 206.283.0972 p: 206.792.7796 Brad Minogue s Mohamed Allaoua i 1 f MULTI -FAMILY 23326 Highway 99, Edmonds, WA 98026 DRAWING INDEX C3.11 Unnamed C3.12 Unnamed GENERAL 0000 COVER G001 TITLE SHEET 0002 BUILDING CODE SUMMARY G003 BUILDING CODE DIAGRAMS 0004 BUILDING CODE DIAGRAMS 0005 FIRE SEPARATION CALC. 41)6& G L4VZ4 G010 FLOOR, WALL, & ROOF ASSEMBLIES G011 ASSEMBLY DESCRIPTION G012 ASSEMBLY UL INFORMATION & DETAILS G013 ASSEMBLY UL INFORMATION G020 BUILDING ENERGY CODE CALCULATIONS G021 BUILDING ENERGY CODE CALCULATIONS G022 BUILDING ENERGY CODE CALCULATIONS CIVIL S-01 SURVEY CIVIL C3.10 FOUNDATION DRAINAGE DETAILS C1.00 COVER SHEET C1.10 GENERAL NOTES TOPOGRAPHIC SURVEY C2.00 TESC AND DEMOLITION PLAN C2.10 TESC AND DEMOLITION DETAILS C2.20 TESC AND DEMOLITION DETAILS C3.00 FOUNDATION DRAINAGE PLAN C4.00 SITE PLAN C4.10 SITE DETAILS C4.20 SITE DETAILS C5.00 GRADING AND DRAINAGE PLAN C5.10 STORM VAULT SECTIONS AND DETAILS C5.20 GRADING AND DRAINAGE DETAILS C6.00 WATER & SEWER PLAN C6.10 WATER DETAILS C6.20 SEWER DETAILS LANDSCAPE L1.01 CALLOUT PLAN - GROUND LEVEL L1.02 CALLOUT PLAN - RESIDENTIAL LEVEL L1.03 GROUND PLAN - GROUND LEVEL L1.04 GRADING PLAN- RESIDENTIAL LEVEL L1.05 LANDSCAPE SECTIONS L1.11 LAYOUT PLAN - GROUND LEVEL - HARDSCAPE L1.12 LAYOUT PLAN - GROUND LEVEL - PLANTERS L1.13 LAYOUT PLAN - RESIDENTIAL LEVEL - HARDSCAPE L1.14 LAYOUT PLAN - RESIDENTIAL LEVEL - PLANTERS L1.31 PLANTING PLAN - GROUND LEVEL L1.32 PLANTING PLAN - RESIDENTIAL LEVEL L1.33 PLANTING SCHEDULE - ALL LEVELS ARCHITECTURAL SITE AS100 ARCHITECTURAL SITE PLAN ARCHITECTURAL A100 LEVEL P1 A101 LEVEL P2 A102 LEVEL R1 A102S SLAB EDGE PLAN A103 LEVEL R2 A104 LEVEL R3 A105 LEVEL R4 A106 LEVEL R5 A107 ROOF PLAN A110 LEVEL P1 - ENLARGED PLAN NORTH A111 LEVEL P1 - ENLARGED PLAN SOUTH Al 12 LEVEL P2 - ENLARGED PLAN NORTH A113 LEVEL P2 - ENLARGED PLAN SOUTH A114 LEVEL R1- ENLARGED PLAN NORTH A115 LEVEL R1 - ENLARGED PLAN SOUTH A116 LEVEL R2 - ENLARGED PLAN NORTH A117 LEVEL R2 - ENLARGED PLAN SOUTH Al 18 LEVEL R3 - ENLARGED PLAN NORTH A119 LEVEL R3 - ENLARGED PLAN SOUTH Al 20 LEVEL R4 - ENLARGED PLAN NORTH A121 LEVEL R4 - ENLARGED PLAN SOUTH A122 LEVEL R5 - ENLARGED PLAN NORTH A123 LEVEL R5 - ENLARGED PLAN SOUTH Al 24 ROOF - ENLARGED PLAN NORTH Al 25 ROOF - ENLARGED PLAN SOUTH A150 ENLARGED UNIT PLANS A151 ENLARGED UNIT PLANS A152 ENLARGED UNIT PLANS A153 ENLARGED UNIT PLANS A154 ENLARGED UNIT PLANS A155 ENLARGED COMMON AREA PLANS A156 ENLARGED COMMON AREA PLANS A200 EXTERIOR ELEVATIONS A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A300 BUILDING SECTIONS A301 BUILDING SECTIONS A310 ELEVATOR PLANS & SECTIONS A311 STAIR A PLANS & SECTIONS A312 STAIR B SECTIONS A313 TRASH CHUTE PLAN & DETAILS A314 VERTICAL CIRCULATION & SHAFT DETAILS A400 ELEVATIONS & WALL SECTIONS A401 ELEVATIONS & WALL SECTIONS A500 ENLARGED TYPE B - KITCHEN PLANS A501 ENLARGED TYPE A & B - KITCHEN PLANS A502 ENLARGED TYPE A & TYPE B - BATHROOM PLANS A600 DOOR SCHEDULE /I I A601 DOOR HARDWARE GROUPS A605 DOOR DETAILS A610 WINDOW & LOUVER SCHEDULE A611 WINDOW DETAILS A800 EXTERIOR DETAILS A801 BUILDING DETAILS A802 EXTERIOR DETAILS A803 EXTERIOR DETAILS A804 FIRE RATED DETAILS A805 INTERIOR DETAILS A900 ACCESSIBILITY CLEARANCES BUILDING ENVELOPE BE001 GENERAL BE NOTES BE110 BUILDING ENVELOPE PLAN LEVEL P1 BE111 BUILDING ENVELOPE PLAN LEVEL P2 BE112 BUILDING ENVELOPE PLAN LEVEL R1 BE113 BUILDING ENVELOPE ROOFING PLAN BE300 BELOW -GRADE WATERPROOFING BE401 AT -GRADE WATERPROOFING BE402 AT -GRADE WATERPROOFING BE403 TYPICAL PODIUM DETAILS BE404 AT -GRADE WATERPROOFING FLASHING BE501 WINDOW WRAP SEQUENCE BE502 WINDOW DETAILS BE601 STOREFRONT DETAILS BE602 STOREFRONT DETAILS BE701 DOOR DETAILS BE702 DOOR DETAILS BE801 LOUVER AND SCREEN DETAILS BE901 KNIFE PLATE DETAILS BE902 PENETRATION DETAILS BE1001 SIDING AND WALL DETAILS BE1002 SIDING AND WALL DETAILS STRUCTURAL S0.00 COVER SHEET SO.01 GENERAL NOTES AND DESIGN CRITERIA SO.02 GENERAL NOTES AND ABBREVIATIONS SO.10 TYPICAL REBAR DETAILS S1.00 3D VIEWS S2.00 FOUNDATION I LEVEL 1 OVERALL PLAN S2.00A STORM VAULT FOUNDATION PLAN S2.00N FOUNDATION 1 LEVEL P1 PLAN - NORTH S2.00S- FOUNDATION 1 LEVEL P1 PLAN - SOUTH S2.01 LEVEL P2 OVERALL FRAMING PLAN S2.01 N LEVEL P2 FRAMING PLAN - NORTH S2.01 NR LEVEL P2 REINFORCING PLAN - NORTH S2.01 S LEVEL P2 FRAMING PLAN - SOUTH S2.01 SR LEVEL P2 REINFORCING PLAN - SOUTH S2.02 LEVEL R1 OVERALL FRAMING PLAN S2.02N LEVEL R1 FRAMING PLAN - NORTH S2.02NR LEVEL R1 REINFORCING PLAN NORTH S2.02NW LEVEL R1 WOOD FRAMING PLAN - NORTH . S2.02S LEVEL R1 FRAMING PLAN - SOUTH S2.02SR LEVEL R1 REINFORCING PLAN SOUTH S2.02SW LEVEL R1 WOOD FRAMING PLAN - SOUTH S2.03 LEVEL R2 OVERALL FRAMING PLAN S2.03N LEVEL R2 FRAMING PLAN - NORTH S2.03S LEVEL R2 FRAMING PLAN - SOUTH S2.04 LEVEL R3 OVERALL FRAMING PLAN S2.04N LEVEL R3 FRAMING PLAN - NORTH S2.04S LEVEL R3 FRAMING PLAN - SOUTH S2.05 LEVEL R4 OVERALL FRAMING PLAN S2.05N LEVEL R4 FRAMING PLAN - NORTH S2.05S LEVEL R4 FRAMING PLAN.- SOUTH S2.06 LEVEL R5 OVERALL FRAMING PLAN S2.06N LEVEL R5 FRAMING PLAN - NORTH S2.06S LEVEL R5 FRAMING PLAN - SOUTH S2.07 ROOF OVERALL FRAMING PLAN S2.07N ROOF FRAMING PLAN - NORTH S2.07S ROOF FRAMING PLAN - SOUTH S3.00 MAT FOUNDATION REiNF PLAN & DETAILS S3.10 TYPICAL FOUNDATION DETAILS S3.20 BASEMENT WALL ELEVATIONS S3.30 BASEMENT WALL SECTIONS S3.31 STORM VAULT SECTIONS & DETAILS S4.00 SHEAR WALL ELEVATIONS S4.10 SHEAR WALL SECTIONS S4.11 SHEAR WALL SECTIONS S5.00 COLUMN ELEVATIONS AND SECTION S6.00 BEAM ELEVATIONS S7.00 TYPICAL CONCRETE DETAILS S7.01 TYPICAL CONCRETE DETAILS S7.10 TYPICAL POST TENSIONING SECTIONS AND DETAILS S7.11 TYPICAL POST TENSIONING SECTIONS AND DETAILS S7.20 TYPICAL CMU WALL DETAILS S7.30 OVERFRAMING DETAILS S7.40 STUD RAIL NOTES AND DETAILS S8.00 TYPICAL MISCELLANEOUS STEEL DETAILS S8.01 CANOPY FRAMING AND DETAILS S9.00 TYPICAL WOOD FRAMING DETAILS S9.01 TYPICAL WOOD FRAMING DETAILS S9.02 TYPICAL WOOD FRAMING DETAILS S9.03 TYPICAL WOOD FRAMING DETAILS r Ir S t U d 'C'MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 6181 REGISTERED �. ARCHI?bCT FAKARLES STRAZZA _STATE OF WASHINGTON TITLE STAMP KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 + BP CORRECTION #1 Zj, BP CORRECTION #2 2 05.22.19 08.01.19 `- BP CORRECTION #3 /3\ 11.14.19 APPROVAL BY: D RAW N BY: LB, MA AZ AW CHECKED BY: LB SHEET CONTENTS �, CONSTRUCTION CLASSIFICATION CHAPTER 1 - not used for this code summary CHAPTER 2 - not used for this code summary CHAPTER 3 - USE & OCCUPANCY CLASSIFICATION THIS BUILDING HAS THE FOLLOWING OCCUPANCIES: A-31 R-22 S-21 Be U - SEE CODE PLANS SHEET G003 FOR OCCUPANCY LOCATIONS & INFORMATION CHAPTER 4 - SPECIAL REQUIREMENTS BASED ON USE & OCCUPANCY IBC 420.2 & 420.3 - WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING, WALLS SEPARATING SLEEPING UNITS IN THE SAME BUILDING & WALLS SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE W/ SECTION 708. 406.5 OPEN PARKING GARAGES C. OPEN PARKING GARAGES SHALL COMPLY WITH SECTIONS 406.5.1 THROUGH 406.5.11. 406.5.1 CONSTRUCTION * PARKING GARAGE IS TYPE 1A CONSTRUCTION, CONCRETE* OPEN PARKING GARAGES SHALL BE OF TYPE I, 11 OR IV CONSTRUCTION. OPEN PARKING GARAGES SHALL MEET THE DESIGN REQUIREMENTS OF CHAPTER 16, FOR VEHICLE BARRIERS, SEE SECTION 406.4.3. 406.5.2 OPENINGS FOR NATURAL VENTILATION PURPOSES, THE EXTERIOR SIDE OF THE STRUCTURE SHALL HAVE UNIFORMLY DISTRIBUTED OPENINGS ON TWO OR MORE SIDES. THE AREA OF SUCH OPENINGS IN EXTERIOR WALLS ON A TIER SHALL BE NOT LESS THAN 20 PERCENT OF THE TOTAL PERIMETER WALL AREA OF EACH TIER. THE AGGREGATE LENGTH OF THE OPENINGS CONSIDERED TO BE PROVIDING NATURAL VENTILATION SHALL BE NOT LESS THAN 40 PERCENT OF THE PERIMETER OF THE TIER. INTERIOR WALLS SHALL BE NOT LESS THAN 20 PERCENT OPEN WITH UNIFORMLY DISTRIBUTED OPENINGS. EXCEPTION: OPENINGS ARE NOT REQUIRED TO BE DISTRIBUTED OVER 40% OF THE BUILDING PERIMETER WHERE THE REQUIRED OPENINGS ARE UNIFORMLY DISTRIBUTED OVER TWO OPPOSING SIDES OF THE BUILDING. (&CHAPTER 5 -GENERAL BUILDING HEIGHTS & AREAS *SEE SHEETS G002 & G003 FOR CODE SUMMARY & DIAGRAMS 504.2 MIXED OCCUPANCY IN A BUILDING CONTAINING MIXED OCCUPANCIES IN ACCORDANCE WITH SECTION 508, NO INDIVIDUAL OCCUPANCY SHALL EXCEED THE HEIGHT AND NUMBER OF STORY LIMITS SPECIFIED IN THIS SECTION FOR THE APPLICABLE OCCUPANCIES. IBC TABLE 504.3 - BUILDING HEIGHT BUILDING WILL BE EQUIPPED THROUGHOUT WITH AN APPROVED NFPA 13 AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE W/ SECTION 903.3.1.1 • . TYPE I A: ALLOWABLE BUILDING HEIGHT = UNLIMITED • TYPE V A: ALLOWABLE BUILDING HEIGHT = 70' - 0" TABLE 504.3" ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE OCCUPANCY CLASSIFICATION . TYPE OF CONSTRUCTION SEE FOOTNOTES TYPE I TYPE II TYPE III TYPE IV TYPE V A B A B A B HT A B . A, BeE,F,Iv1,S,U NS" UL 160 65 55 65 55 65 50 40 S UL 180 85 75 85 75 85 70 60 R NSd, h UL 160 65 55 65 55 65 50 4❑ S13R 60 60 60 60 60 60 60 60 60 S UL 180 85 75 85 75 85 70 60 SECTION 506 BUILDING AREA - ---.. _..... . .. . . . ._ _. ... _ ._ ._ _ .-. . .. - IBC Si3O4 and. HWY 99 EDMONDS PODIUM. PR POSED ALLOWABLE AREAS BASED ON IBC TABLES 504.3 & 5Qfi.2 �....... PROPOSED ..... . .... .. .... .. -. .. .... .. I-...... .. i.. I i Occ_ Allowable Proposed Level Space Construction Type Type Heigh Stories Area Area P1 Bike Room 1A Sprinklered U UL UL Unlimited 1,498 -_ _____ Exercise Room 1A Sprinklered B UL UL Unlimited 2,236 Residential Lobby 1 Leasing 1A Sprinklered B UL UL Unlimited 213361 -- --- Mechanical/Utility 1A Sprinklered U I UL UL Unlimited 1;7601 Parking Garage 1A Sprinklered S-2 UL UL Unlimited 37,327 -- Total Unlimited 45,157 P2 Residential Lobby / Leasing 1A Sprinklered B UL UL Unlimited 11744 _ - .- - Trash Room 1A Sprinklered U UL UL Unlimited 557 Mechanical/Utility 1A Sprinklered U UL UL Unlirited 17961 - -- Parking Garage 1A Sprinklered S-2 UL UL Unlimited 411092 Total 45.354 R1 -- Residential apartments VA Sprinklered R-2 70 Sk 36,W0 28,061: - Res_ Indoor AmenityRm €Accessory to R-2) VA Sprinklered A-3 70 51k 10°/0 2.051, _ .... _.._ . Total 30,112 R2 I Residential apartments I VA Sprinklered R-2 70 5"` 1 362000 30,112 R3 I Residential apartments VA Sprinklered R-2 70 6-k �,000 30,:112 . � R4 Residential apartments VA Sprinklered R-2 70 5 * 36,000 30;112 R5 Residential apartments VA Sprinklered R-2 70 5"` 36,000 30,112 SEE DETAIL 2, SHEET AS100 FOR BUILDING AREA CALCULATIONS. * 5TH STORY ALLOWED PER WA. ST. AMENDMENT IBC 504.4.1 Y BUILDINGS SINGLE-OCCUPANCY,1UIULTI T R 506,2.3S O THE ALLOWABLE AREA OF A SINGLE OCCUPANCY BUILDING WITH MORE THAN ONE STORY ABOVE GRADE PLANE SHALL BE DETERMINED IN ACCORDANCE WITH EQUATION 5-2: Aa = [At + (NS x If)] x S. (EQUATION 5-2) Aa = ALLOWABLE AREA ALLOWABLE AREA OF BUILDING ABOVE THE PODIUM LEVEL (PER 510 SPECIAL PROVISIONS) IS AS FOLLOWS: Aa = [36,000 + (12,000 x 0)] x 3 (WE ARE NOT TAKING A FRONTAGE INCREASE) Aa = 36,000 x 3 Aa-=108,000 SQ FT PROPOSED BUILDING AREA: 30,112 x 5 STORIES = 1501560 SF 1500560 SF > 108,000 SF THEREFORE TOTAL BUILDING AREA DOES NOT COMPLY (2HR FIRE WALL REQUIRED) a SECTION 508 MIXED USE AND OCCUPANCY 508.1 GENERAL 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, 508.3 OR 508.41 OR A COMBINATION OF THESE SECTIONS. 508.2 ACCESSORY OCCUPANCIES ACCESSORY OCCUPANCIES ARE THOSE OCCUPANCIES THAT ARE ANCILLARY TO THE MAIN OCCUPANCY OF THE BUILDING OR PORTION (0 THEREOF. ACCESSORY OCCUPANCIES SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 508.2.1 THROUGH 508.2.4. 508.2.1 OCCUPANCY CLASSIFICATION ACCESSORY OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 302.1. THE REQUIREMENTS OF THIS CODE SHALL APPLY TO EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY CLASSIFICATION OF THAT SPACE. 508.2.2 ALLOWABLE BUILDING HEIGHT THE ALLOWABLE HEIGHT AND NUMBER OF STORIES OF THE BUILDING CONTAINING ACCESSORY OCCUPANCIES SHALL BE IN ACCORDANCE WITH SECTION 504 FOR THE MAIN OCCUPANCY OF THE BUILDING. 508.2.3 ALLOWABLE BUILDING AREA THE ALLOWABLE AREA OF THE BUILDING SHALL BE BASED ON THE APPLICABLE PROVISIONS OF SECTION 506 FOR THE MAIN OCCUPANCY OF THE BUILDING. AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10 PERCENT OF THE FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED AND SHALL NOT EXCEED THE TABULAR VALUES FOR NONSPRINKLERED BUILDINGS IN TABLE 506.2 FOR EACH SUCH ACCESSORY OCCUPANCY. 508.2.4 SEPARATION OF OCCUPANCIES NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES AND THE MAIN OCCUPANCY. SECTION 510-SPECIAL PROVISIONS. 510.2 HORIZONTAL BUILDING SEPARATION ALLOWANCE A BUILDING SHALL BE CONSIDERED AS SEPARATE AND DISTINCT BUILDINGS FOR THE PURPOSE OF DETERMINING AREA LIMITATIONS, CONTINUITY OF FIRE WALLS, LIMITATION OF NUMBER OF STORIES AND TYPE OF CONSTRUCTION WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: . 1. THE BUILDINGS ARE SEPARATED WITH A HORIZONTAL ASSEMBLY HAVING A FIRE -RESISTANCE RATING OF NOT LESS THAN 3 HRS. 2. THE BUILDING BELOW THE HORIZONTAL ASSEMBLY 1S OF TYPE IA CONSTRUCTION. 3.. SHAFT, STAIRWAY, RAMP AND ESCALATOR ENCLOSURES THROUGH THE HORIZONTAL ASSEMBLY SHALL HAVE NOT LESS THAN A 2-HR FIRE -RESISTANCE RATING WITH OPENING PROTECTIVE IN ACCORDANCE WITH SECTION 716.5. 4. THE BUILDING OR BUILDINGS ABOVE THE HORIZONTAL ASSEMBLY SHALL BE PERMITTED TO HAVE MULTIPLE GROUP A OCCUPANCY USES, EACH WITH AN OCCUPANT LOAD OF LESS 300, OR GROUP Be ' `^'�"i�f�E -. =-. F'"^" 'r'F= , M, R OR S OCCUPANCIES. . 5. THE BUILDING BELOW THE HORIZONTAL ASSEMBLY SHALL BE PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, AND SHALL BE PERMITTED TO BE ANY OCCUPANCY ALLOWED BY THIS CODE EXCEPT GROUP H. 6. THE MAXIMUM BUILDING HEIGHT IN FEET SHALL NOT EXCEED THE LIMITS SET FORTH IN SECTION 504.3 FOR THE BUILDING HAVING THE SMALLER ALLOWABLE HEIGHT AS MEASURED FROM THE GRADE PLANE. r eeNameN 2 HeENSEE) CARE FAIsILITIES SHALL BE PERMITTEE)Te USE THE VALUES FeR MAXIMUM HEIGHTIN FEET F-QR r_`RQ1 112 R_7 C'I 1 QC_©❑AIt`I_C. . 510.9 MULTIPLE BUILDINGS ABOVE A HORIZONTAL ASSEMBLY ***REMOVED*** (a CHAPTER 6 - TYPES OF CONSTRUCTION *SEE SHEET G003, DETAIL #7 FOR CODE SUMMARY SECTION. THIS PROJECT HAS THE FOLLOWING CONSTRUCTION TYPES • TYPE I A: 3-HR HORIZONTAL ASSEMBLY (LEVEL 2 FLOOR) & BUILDING BELOW TYPE V A: BUILDING ABOVE THE 3-HR HORIZONTAL ASSEMBLY NOTE. SEE GOIO--GO13 FOR FLOOR, WALL, ROOF ASSEMBLIES, UL LISTINGS & FIRESTOP DETAILS. TABLE 602 FIRE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE$F d, 9 FIRE SEPARATION TYPE OF OCCUPANCY OCCUPANCY OCCUPANCY DISTANCE = CONSTRUCTION GROUP HO GROUP F- 1, M, S-11 GROUP A, B, E, F-2, I, R, S-2, Uh X (feet) X < 51 All 3 2 1 IA 3 2 1 5:5X<10 Others 2 1 1 IA, IB 2 1 1 c 10 <- X < 30 11B, V6 1 0 0 Others 1 1 1 c n ? 30 All I 0 1 0 1 0 CHAPTER 7 -FIRE &SMOKE PROTECTION FEATURES v 705.5 FIRE -RESISTANCE RATINGS EXTERIOR WALLS SHALL BE FIRERE51STANCE RATED IN ACCORDANCE WITH TABLES 601 AND 602 AND THIS SECTION. THE REQUIRED FIRE -RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE OF GREATER THAN 10 FEET SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE. THE REQUIRED FIRE -RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE OF LESS THAN OR EQUAL TO 10 FEET SHALL BE RATED FOR EXPOSURE TO FIRE FROM BOTH SIDES. 705.8 OPENINGS OPENINGS IN EXTERIOR WALLS SHALL COMPLY WITH SECTIONS 705.8.1 THROUGH 705.8.6. TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION 705.8.2 PROTECTED OPENINGS WHERE OPENINGS ARE REQUIRED TO BE PROTECTED, FIRE DOORS AND FIRE SHUTTERS SHALL COMPLY WITH SECTION 716.5 AND FIRE WINDOW ASSEMBLIES SHALL COMPLY WITH SECTION 716.6. TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION FIRE SEPARATION DISTANCE (feet) DEGREE OF OPENING PROTECTION ALLOWABLE AREAa 0 to less than 3�, c, k Unprotected, Nonsprinklered (UP, NS) Not Permitted' Unprotected, Sprinklered (UP, S)i Net Permittedk Protected (P) Not Permitted'% 3 to less than 5"ll ~ Unprotected, Nonsprinklered (UP, NS) Not Permitted Unprotected. Sprinklered (UP, S)I 15% Protected (P) 15% o to less than 10ut f, i Unprotected, Nonsprinklered (UP, NS) 10o% h Unprotected, Sprinklered (UP, S)i 25% Protected (P) 25% 10 to less than 15a, f,T Unprotected, Nonsprinklered (UP, NS) 15%1 Unprotected, Sprinklered (UP, S)I 45°a Protected (P) 45% 15 to less than 20f3 9, j Unprotected, Nonsprinklered (UP, NS) 25% Unprotected, Sprinklered (UP, S)I 75% Protected (P) 75% 20 to less than 25f, 913 Unprotected, Nonsprinklered (UP, NS) 45% Unprotected, Sprinklered (UP, S)i No Limit Protected (P) :::::] No Limit 25 to less than 30f, 9, } Unprotected, Nonsprinklered (UP, NS) 70% Unprotected, Sprinklered (UP, S)i No Limit Protected (P) No Limit 30 or greater Unprotected, Nonsprinklered (UP, NS) No Limit Unprotected, Sprinklered (UP, S)' No Limit Protected (P) No Limit 705.11 PARAPETS ( ) PARAPETS SHALL BE PROVIDED ON EXTERIOR WALLS OF BUILDINGS. EXCEPTIONS: A PARAPET NEED NOT BE PROVIDED ON AN EXTERIOR WALL WHERE ANY OF THE FOLLOWING CONDITIONS EXIST: 1. THE WALL IS NOT REQUIRED TO BE FIRE -RESISTANCE RATED IN ACCORDANCE WITH TABLE 602 BECAUSE OF FIRE SEPARATION DISTANCE. 3. WALLS THAT TERMINATE AT ROOFS OF NOT LESS THAN 2-HOUR FIRE -RESISTANCE RATED CONSTRUCTION OR WHERE THE ROOF, INCLUDING THE DECK AND SUPPORTING CONSTRUCTION, IS CONSTRUCTED ENTIRELY OF NONCOMBUSTIBLE MATERIALS. _ FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (601) BUILDING ELEMENTS TYPE I -A TYPE V-A PRIMARY STRUCTURAL FRAME 3 1 BEARING WALLS - EXTERIOR 3 1 BEARING WALLS - INTERIOR 3 1 NONBEARING WALLS & PARTITIONS - EXTERIOR(Per IBC Table 602 NONBEARING WALLS & PARTITIONS - INTERIOR 0 0 FLOOR CONSTRUCTION & ASSOC. SECONDARY MEMBERS 2 1 ROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS 1.5 1 706 FIRE WALLS 706.1 GENERAL T 11. THE EXTENT N CATION OF SUCH FIRE WALLS SHALL BE CONSTRUCTED 1N ACCORDANCE WITH SECTIONS 706:2 THROUGH 706. EXTE AND FIRE WALLS SHALL PROVIDE A COMPLETE SEPARATION. WHERE A FIRE WALL ALSO SEPARATES OCCUPANCIES THAT ARE REQUIRED TO BE SEPARATED BY A FIRE BARRIER WALL, THE MOST RESTRICTIVE REQUIREMENTS OF EACH SEPARATION SHALL APPLY. 706.2 STRUCTURAL STABILITY FIRE WALLS SHALL BE DESIGNED AND CONSTRUCTED TO ALLOW COLLAPSE OF THE STRUCTURE ON EITHER SIDE WITHOUT COLLAPSE OF THE WALL UNDER FIRE CONDITIONS. FIRE WALLS DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH NFPA 221 SHALL BE DEEMS TO COMPLY WITH THIS SECTION. 706.4 FIRE -RESISTANCE RATING FIRE WALLS SHALL HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN THAT REQUIRED BY TABLE 706.4. TABLE 706.4 FIRE WALL FIRE -RESISTANCE RATINGS GROUP FIRE -RESISTANCE RATING (HOURS} A, Be E, H-41 I, R-1, R-21 U 3a F-1, H-3b) H-5, M, S-1 3 H-1, H-2 4b F-21 S-21 R-31 R-4 2 a. In Type 11 or V construction, walls shall be permitted to have a 2-hour fire -resistance rating. b. For Group H-1, H-2 or H-3 buildings, also see Sections 415.7 and 415.8. 706.5 HORIZONTAL CONTINUITY FIRE WALLS SHALL BE CONTINUOUS FROM EXTERIOR WALL TO EXTERIOR WALL AND SHALL EXTEND NOT LESS THAN 18 INCHES (457 MM BEYOND THE EXTERIOR SURFACE OF EXTERIOR WALLS. EXCEPTIONS: . 3. FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT THE INTERIOR SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING WHERE THE BUILDING ON EACH SIDE OF THE FIRE WALL IS PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2. 706.5.1 EXTERIOR WALLS WHERE THE FIRE WALL INTERSECTS EXTERIOR WALLS, THE FIRE -RESISTANCE RATING AND OPENING PROTECTION OF THE EXTERIOR WALLS SHALL COMPLY WITH ONE OF THE FOLLOWING: 1. THE EXTERIOR WALLS ON BOTH SIDES OF THE FIRE WALL SHALL HAVE A 1-HOUR FIRE -RESISTANCE RATING WITH 3/4-HOUR PROTECTION WHERE OPENING PROTECTION IS REQUIRED BY SECTION 705.8. THE FIRE -RESISTANCE RATING OF THE EXTERIOR WALL SHALL EXTEND NOT LESS THAN 4 FEET (1220 MM) ON EACH SIDE OF THE INTERSECTION OF THE FIRE WALL TO EXTERIOR WALL. EXTERIOR WALL INTERSECTIONS AT FIRE WALLS THAT FORM AN ANGLE EQUAL TO OR GREATER THAN 180 DEGREES (3.14 RAD) DO NOT - NEED EXTERIOR WALL PROTECTION. 2. BUILDINGS OR SPACES ON BOTH SIDES OF THE INTERSECTING FIRE WALL SHALL ASSUME TO HAVE AN IMAGINARY LOT LINE AT THE FIRE WALL AND EXTENDING BEYOND THE EXTERIOR OF THE FIRE WALL. THE LOCATION OF THE ASSUMED LINE IN RELATION TO THE EXTERIOR WALLS AND THE FIRE WALL SHALL BE SUCH THAT THE EXTERIOR WALL AND OPENING PROTECTION MEET THE . REQUIREMENTS SET FORTH IN SECTIONS 705.5 AND 705.8. SUCH PROTECTION IS NOT REQUIRED FOR EXTERIOR WALLS TERMINATING AT FIRE WALLS THAT FORM AN ANGLE EQUAL TO OR GREATER THAN 180 DEGREES (3.14 RAD). 706.6 VERTICAL CONTINUITY FIRE WALLS SHALL EXTEND FROM THE FOUNDATION TO A TERMINATION POINT NOT LESS THAN 30 INCHES (762 MM) ABOVE BOTH ADJACENT ROOFS. . 4. IN BUILDINGS OF TYPE III, IV AND V CONSTRUCTION, WALLS SHALL BE PERMITTED TO TERMINATE AT THE UNDERSIDE OF COMBUSTIBLE ROOF SHEATHING OR DECKS, PROVIDED: . 4.1 THERE ARE NO OPENINGS IN THE ROOF WITHIN 4 FEET (1220 MM) OF THE FIRE WALL, 4.2 THE ROOF IS COVERED WITH A MINIMUM CLASS B ROOF COVERING, AND 4.3 THE ROOF SHEATHING OR DECK IS CONSTRUCTED OF FIRE -RETARDANT -TREATED WOOD FOR A DISTANCE OF 4 FEET . ON BOTH SIDES OF THE WALL OR THE ROOF IS PROTECTED WITH 5/8-INCH (15.9 MM) TYPE X GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE OF THE ROOF SHEATHING OR DECK, SUPPORTED BY NOT LESS THAN 2-INCH (51 MM) NOMINAL LEDGERS ATTACHED TO THE SIDES OF THE ROOF FRAMING MEMBERS FOR A DISTANCE OF NOT LESS THAN 4 FEET ON. BOTH SIDES OF THE FIRE WALL. . 706.8 OPENINGS EACH OPENING THROUGH A FIRE WALL- SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716.5 AND SHALL NOT EXCEED 156 SQUARE FEET (15 M2). THE AGGREGATE WIDTH OF OPENINGS AT ANY FLOOR LEVEL SHALL NOT EXCEED 25 PERCENT OF THE LENGTH of THE WALL. - EXCEPTIONS: . 2. OPENINGS SHALL NOT BE LIMITED TO 156 SQUARE FEET (15 M2) WHERE BOTH BUILDINGS ARE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1. 706.9 PENETRATIONS PENETRATIONS OF FIRE WALLS SHALL COMPLY WITH SECTION 714. 706.10 JOINTS JOINTS MADE IN OR BETWEEN FIRE WALLS SHALL COMPLY WITH SECTION 715. 706.11 DUCTS AND AIR TRANSFER OPENINGS . DUCTS AND AIR TRANSFER OPENINGS SHALL NOT PENETRATE FIRE WALLS. EXCEPTION: PENETRATIONS BY DUCTS AND AIR TRANSFER OPENINGS OF FIRE WALLS THAT ARE NOT ON A LOT LINE SHALL BE ALLOWED PROVIDED THE PENETRATIONS COMPLY WITH SECTION 717. THE SIZE AND AGGREGATE WIDTH OF ALL OPENINGS SHALL NOT EXCEED THE LIMITATIONS OF SECTION 706.8. - 707 FIRE BARRIERS *SEE SHEETS G01O-G013 FOR WALL, FLOOR, ROOF ASSEMBLIES, UL LISTINGS & FIRE STOP DETAILS* 707.3 FIRE -RESISTANCE RATING 707.3.1 SHAFT ENCLOSURES - SEE' SECTION 713 BELOW 707.3.2 INTERIOR EXIT STAIRWAY AND RAMP CONSTRUCTION * SEE SECTION 713 BELOW 707.3.3 ENCLOSURES FOR EXIT ACCESS STAIRWAYS - 707.3.4 EXIT PASSAGEWAY * SEE SECTION 1024 BELOW 707.3.9 SEPARATED OCCUPANCIES - 707.4 EXTERIOR WALLS - 707.5 CONTINUITY (I *.SEE SHEETS A310-A313 FOR ELEVATOR, STAIRS & TRASH CHUTE SHAFT PLANS, SECTIONS & DETAILS FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO. SUCH FIRE BARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACE, SUCH AS THE SPACE ABOVE A SUSPENDED CEILING. JOINTS AND VOIDS AT INTERSECTIONS SHALL COMPLY WITH SECTIONS 707.8 AND 707.9 EXCEPTIONS: 1. SHAFT ENCLOSURES SHALL BE PERMITTED TO TERMINATE AT A TOP ENCLOSURE COMPLYING WITH SECTION 713.12. 2. INTERIOR EXIT STAIRWAY AND RAMP ENCLOSURES REQUIRED BY SECTION 1023 AND EXIT ACCESS STAIRWAY AND RAMP ENCLOSURES REQUIRED BY SECTION 1019 SHALL BE PERMITTED TO TERMINATE AT A TOP ENCLOSURE COMPLYING WITH SECTION 713.12. 707.6 OPENINGS OPENINGS IN A FIRE BARRIER SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716. . 707.7 PENETRATIONS PENETRATIONS OF FIRE BARRIERS SHALL COMPLY WITH SECTION 714. 708 FIRE PARTITIONS 9 *SEE SHEET A804, DETAILS 3, 4, 8, 9, 130 14, 18 & 19 . *SEE ALSO SHEETS GO10-GO13 FOR WALL, FLOOR, ROOF ASSEMBLIES, UL LISTINGS & FIRE STOP DETAILS* 708.1 GENERAL . THE FOLLOWING WALL ASSEMBLIES SHALL COMPLY WITH THIS SECTION: 1. SEPARATION WALLS AS REQUIRED BY SECTION 420.2 FOR GROUPS 1-1, R-1, R-2 & R-3. 2. WALLS SEPARATING TENANT SPACES IN COVERED AND OPEN MALL BUILDINGS AS REQUIRED BY SECTION 402.4.2.1. 3. CORRIDOR WALLS AS REQUIRED BY SECTION 1020.1. 4. ELEVATOR LOBBY SEPARATION AS REQUIRED BY SECTION 3006.2. - NIA PROVIDING SMOKE CONTROL DOORS (Q 711 FLOOR AND ROOF ASSEMBLIES 711.2.3 SUPPORTING CONSTRUCTION THE SUPPORTING CONSTRUCTION SHALL BE PROTECTED TO AFFORD THE REQUIRED FIRE -RESISTANCE RATING OF THE HORIZONTAL ASSEMBLY SUPPORTED. EXCEPTION: IN BUILDINGS OF TYPE IIB, 111B OR VB CONSTRUCTION, THE CONSTRUCTION SUPPORTING THE HORIZONTAL ASSEMBLY IS NOT REQUIRED TO BE FIRE -RESISTANCE RATED AT THE FOLLOWING: 1. HORIZONTAL ASSEMBLIES AT THE SEPARATIONS OF INCIDENTAL USES AS SPECIFIED BY TABLE 509 PROVIDED THE REQUIRED FIRE - RESISTANCE RATING DOES NOT EXCEED 1 HOUR. 2. HORIZONTAL ASSEMBLIES AT THE SEPARATIONS OF DWELLING UNITS & SLEEPING UNITS AS REQUIRED BY SECTION 420.3 3. HORIZONTAL ASSEMBLIES AT SMOKE BARRIERS CONSTRUCTED IN ACCORDANCE WITH SECTION 709. 711.2.4 FIRE -RESISTANCE RATING THE FIRE -RESISTANCE RATING OF HORIZONTAL ASSEMBLIES SHALL COMPLY WITH SECTIONS 711.2.4.1 THROUGH 711.2.4.6 BUT SHALL BE NOT LESS THAN THAT REQUIRED BY THE BUILDING TYPE OF CONSTRUCTION. 711.2.4.1 SEPARATING MIXED OCCUPANCIES WHERE THE HORIZONTAL ASSEMBLY SEPARATES MIXED OCCUPANCIES, THE ASSEMBLY SHALL HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN THAT REQUIRED BY SECTION 508.4 BASED ON THE OCCUPANCIES BEING SEPARATED. 711.2.4.2 SEPARATING FIRE AREAS WHERE THE HORIZONTAL ASSEMBLY SEPARATES A SINGLE OCCUPANCY INTO DIFFERENT FIRE AREAS, THE ASSEMBLY SHALL HAVE A FIRE - RESISTANCE RATING OF NOT LESS THAN THAT REQUIRED BY SECTION 707.3.10. 711.2.4.3 DWELLING UNITS AND SLEEPING UNITS HORIZONTAL ASSEMBLIES SERVING AS DWELLING OR SLEEPING UNIT SEPARATIONS IN ACCORDANCE WITH SECTION 420.3 SHALL BE NOT LESS THAN 1-HOUR FIRE -RESISTANCE -RATED CONSTRUCTION. EXCEPTION: HORIZONTAL ASSEMBLIES SEPARATING DWELLING UNITS AND SLEEPING UNITS SHALL BE NOT LESS THAN 1/2-HOUR FIRE - RESISTANCE -RATED CONSTRUCTION IN A BUILDING OF TYPE 116, 111B AND VB CONSTRUCTION, WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1. 713 SHAFT ENCLOSURES - *SEE SHEETS A310-A313 FOR ELEVATOR, STAIRS & TRASH CHUTE PLANS & DETAILS* 713.4 FIRE -RESISTANCE RATING SHAFT ENCLOSURES SHALL HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING FOUR STORIES OR MORE, AND NOT LESS THAN 1 HOUR WHERE CONNECTING LESS THAN FOUR STORIES. THE NUMBER OF STORIES CONNECTED BY THE SHAFT ENCLOSURE SHALL INCLUDE ANY BASEMENTS BUT NOT ANY MEZZANINES. SHAFT ENCLOSURES SHALL HAVE A FIRE -RESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED, BUT NEED NOT EXCEED 2 HOURS, SHAFT ENCLOSURES SHALL MEET THE REQUIREMENTS OF SECTION 703.2.1. 713.6 EXTERIOR WALLS WHERE EXTERIOR WALLS SERVE AS A PART OF A REQUIRED SHAFT ENCLOSURE, SUCH WALLS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 705 FOR EXTERIOR WALLS AND THE FIRE -RESISTANCE -RATED ENCLOSURE REQUIREMENTS SHALL NOT APPLY. EXCEPTION: EXTERIOR WALLS REQUIRED TO BE FIRE -RESISTANCE RATED IN ACCORDANCE WITH SECTION 1021.2 FOR EXTERIOR EGRESS BALCONIES, SECTION 1023.7 FOR INTERIOR EXIT STAIRWAYS AND RAMPS AND SECTION 1027.6 FOR EXTERIOR EXIT STAIRWAYS AND RAMPS. 713.7 OPENINGS . . OPENINGS IN A SHAFT ENCLOSURE SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716 AS REQUIRED FOR FIRE BARRIERS. DOORS SHALL BE SELF- OR AUTOMATIC -CLOSING BY SMOKE DETECTION IN ACCORDANCE W/SECTION 716.5.9.3. 3 713.13 WASTE & LINEN CHUTES & INCINERATOR ROOMS * SEE SHEET A313 FOR PLANS, SECTIONS & DETAILS * 713.13.3 CHUTE ACCESS ROOMS ACCESS OPENINGS FOR WASTE OR LINEN CHUTES SHALL BE LOCATED IN ROOMS OR COMPARTMENTS ENCLOSED BY NOT LESS THAN 1- HOUR FIRE BARRIERS CONSTRUCTED IN ACCORDANCE WITH SECTION 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH SECTION 711, OR. BOTH. OPENINGS INTO THE ACCESS ROOMS SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE THAN 3/4 HOUR. DOORS SHALL BE ELF- R AUTOMATIC -CLOSING UPON THE DETECTION SMOKE IN PROTECTION RATING OF NOT LESS T UR O S O OF SMO ACCORDANCE WITH SECTION 716.5.9.3. . M713.13.4 CHUTE DISCHARGE ROOM - WASTE OR LINEN CHUTES SHALL DISCHARGE INTO AN ENCLOSED ROOM SEPARATED BY FIRE BARRIERS WITH A FIRE RESISTANCE RATING NOT LESS THAN THE REQUIRED FIRE RATING OF THE SHAFT ENCLOSURE AND CONSTRUCTED IN ACCORDANCE WITH SECTION 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH SECTION 711, OR BOTH. OPENINGS INTO THE DISCHARGE ROOM FROM D THE REMAINDER OF THE BUILDING SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE PROTECTION RATING EQUAL TO THE PROTECTION REQUIRED FOR THE SHAFT ENCLOSURE. DOORS SHALL BE SELF- OR AUTOMATIC -CLOSING UPON THE DETECTION OF SMOKE IN ACCORDANCE WITH SECTION 716.5.9.3. WASTE CHUTES SHALL NOT TERMINATE IN AN INCINERATOR ROOM. WASTE AND LINEN ROOMS THAT ARE NOT PROVIDED WITH CHUTES NEED ONLY COMPLY WITH TABLE 509. 716.5.9.2 AUTOMATIC -CLOSING FIRE DOOR ASSEMBLIES *SEE SHEET A600 FOR DOOR OPENINGS IN FIRE RATED PROTECTED ASSEMBLIES *SEE SHEETA600 FOR DOOR OPENINGS IN FIRE RATED PROTECTED ASSEMBLIES AUTOMATIC -CLOSING FIRE DOOR ASSEMBLIES SHALL BE SELF -CLOSING IN ACCORDANCE WITH NFPA 80. 716.5.9.3 SMOKE -ACTIVATED DOORS *SEE SHEET A600 FOR DOOR OPENINGS IN FIRE RATED PROTECTED ASSEMBLIES AUTOMATIC -CLOSING DOORS INSTALLED IN THE FOLLOWING LOCATIONS SHALL BE AUTOMATIC -CLOSING BY THE ACTUATION OF SMOKE DETECTORS INSTALLED IN ACCORDANCE WITH SECTION 907.3 OR BY LOSS OF POWER TO THE SMOKE DETECTOR OR HOLD -OPEN DEVICE. DOORS THAT ARE AUTOMATIC -CLOSING BY SMOKE DETECTION SHALL NOT HAVE MORE THAN A 10-SECOND DELAY BEFORE THE DOOR STARTS TO CLOSE AFTER THE SMOKE DETECTOR IS ACTUATED: 1. DOORS INSTALLED ACROSS A CORRIDOR. 2. DOORS INSTALLED IN THE ENCLOSURES OF EXIT ACCESS STAIRWAYS AND RAMPS IN ACCORDANCE WITH SECTIONS 1019 AND 10233 RESPECTIVELY. 3. DOORS THAT PROTECT OPENINGS IN EXITS OR CORRIDORS REQUIRED TO BE OF FIRE -RESISTANCE -RATED CONSTRUCTION. 4. DOORS THAT PROTECT OPENINGS IN WALLS THAT ARE CAPABLE OF RESISTING THE PASSAGE OF SMOKE IN ACCORDANCE WITH } SECTION 509.4. 5. DOORS INSTALLED IN SMOKE BARRIERS IN ACCORDANCE WITH SECTION 709.5. 6. DOORS INSTALLED IN FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708.6. 7. DOORS INSTALLED IN A FIRE WALL IN ACCORDANCE WITH SECTION 706.8. 8. DOORS INSTALLED IN SHAFT ENCLOSURES IN ACCORDANCE WITH SECTION 713.7. 9. DOORS INSTALLED IN WASTE AND LINEN CHUTES, DISCHARGE OPENINGS AND ACCESS AND DISCHARGE ROOMS IN ACCORDANCE WITH SECTION 713.13. LOADING DOORS INSTALLED IN WASTE AND LINEN CHUTES SHALL MEET THE REQUIREMENTS OF SECTIONS 716.5.9 AND 716.5.9.1.1. 716.6 FIRE -PROTECTION -RATED GLAZING - SEE SHEET G003, DETAIL #8 FOR FIRE RATED WINDOW LOCATIONS SECTION 803 WALL AND CEILING FINISHES 803.1 GENERAL INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED FOR FIRE PERFORMANCE AND SMOKE DEVELOPMENT IN ACCORDANCE WITH SECTION 803.1.1 OR 803.1.2, EXCEPT AS SHOWN IN SECTIONS 803.2 THROUGH 803.13. MATERIALS TESTED IN ACCORDANCE WITH SECTION 803.1.2 SHALL NOT BE REQUIRED TO BE TESTED IN ACCORDANCE WITH SECTION 803.1.1. 909.20 SMOKEPROOF ENCLOSURES WHERE REQUIRED BY SECTION 1023.111 A SMOKEPROOF ENCLOSURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THIS SECTION. 1023.11 SMOKEPROOF ENCLOSURES WHERE REQUIRED BY SECTION 403.5.4 OR 405.7.2, INTERIOR EXIT STAIRWAYS AND RAMPS SHALL BE SMOKEPROOF ENCLOSURES IN ACCORDANCE WITH SECTION 909.20. 403.5.4 SMOKEPROOF ENCLOSURES (STATE AMENDMENT) EVERY REQUIRED INTERIOR EXIT STAIRWAY SERVING FLOORS MORE THAN 75 FEET (22,860 MM) ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS SHALL BE A SMOKEPROOF ENCLOSURE IN ACCORDANCE WITH SECTIONS 909.20 AND 1023.11. CHAPTER 10 - MEANS OF EGRESS 1005 - MEANS OF EGRESS SIZING . 1005.3.1 STAIRS:OCC LOAD x 0.2 AND 1005.3.2 OTHER EGRESS CORRIDORS: OCC LOAD X 0.2 1011.2 STAIRS SHOULD NOT BE LESS THAN 44" WIDE IBC TABLE 1020.2 *CORRIDOR WIDTH: REQUIRED = 44" MIN, PROVIDED = 6'- O" *HALLWAY WITHIN DWELLING UNIT: REQUIRED = 36" MIN, PROVIDED = 40" MIN, SEE SHEETS A150-A154 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION 1009.1 ACCESSIBLE MEANS OF EGRESS REQUIRED *SEE SECTION 1009.2.1 EXCEPTION #1 BELOW ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH THIS SECTION. ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS ARE REQUIRED BY SECTION 1006.2 OR 1006.3 FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS. 1009.2 CONTINUITY & COMPONENTS EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC WAY & SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: 1. ACCESSIBLE ROUTES COMPLYING WITH SECTION 1104. 2. INTERIOR EXIT STAIRWAYS COMPLYING W/ SECTIONS 1009.3 & 1023 3. EXIT ACCESS STAIRWAYS COMPLYING W/ SECTIONS 1009.3 & 1019.3 OR 1019.4 4. EXTERIOR EXIT STAIRWAYS COMPLYING WITH SECTIONS 1009.3 & 1027 & SERVING LEVELS OTHER THAN THE LEVEL OF EXIT DISCHARGE 5. ELEVATORS COMPLYING WITH SECTION 1009.4. 6. PLATFORM LIFTS COMPLYING WITH SECTION 1009.5. 7. HORIZONTAL EXITS COMPLYING WITH SECTION 1026. 8. RAMPS COMPLYING WITH SECTION 1012. 9. AREAS OF REFUGE COMPLYING WITH SECTION 1009.6. 1009.2.1 ELEVATORS REQUIRED IN BUILDINGS WHERE A REQUIRED ACCESSIBLE FLOOR IS FOUR OR MORE STORIES ABOVE OR BELOW A LEVEL OF EXIT DISCHARGE, NOT LESS THAN ONE REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE AN ELEVATOR COMPLYING WITH SECTION 1009.4. EXCEPTION: . 1. IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, THE ELEVA TOR SHALL NOT BE REQUIRED ON FLOORS PROVIDED WITH A HORIZONTAL EXIT AND LOCATED AT OR ABOVE THE LEVELS OF EXIT DISCHARGE. 1009.3 STAIRWAYS *SEE SHEETS A311- A313 FOR STAIRWAY PLANS, SECTIONS & DETAILS EXCEPTIONS: 2. THE CLEAR WIDTH OF 48 IN. BETWEEN HANDRAILS IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WI AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2. 4. AREAS OF REFUGE ARE NOT REQUIRED ATEXITACCESS STAIRWAYS WHERE TWO-WAY COMMUNICATION IS PROVIDED AT THE ELEVATOR LANDING IN ACCORDANCE WITH SECTION 1009.8. . 5. AREA OF REFUGE IN STAIRWAYS 1S NOT REQUIRED IN SPRINKLERED BUILDINGS. 6. AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS SERVING OPEN PARKING GARAGES. 8. AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS IN GROUP R 2 OCCUPANCIES. 9. AREAS OF REFUGE ARE NOT REQUIRED FOR STAIRWAYS ACCESSED FROM A REFUGE AREA IN CONJUNCTION WITH A HORIZONTAL EXIT. 1009.6 AREAS OF REFUGE - NOT REQUIRED PER SECTION 1009.3 EXCEPTION #4 ABOVE 1010 DOORS, GATES & TURNSTILES * SEE SHEET A600 FOR DOOR SCHEDULE & DETAILS DOOR SHALL BE 32" MIN. WIDE, MEASURED BETWEEN THE FACE OF THE DOOR & THE STOP, WITH DOOR OPEN 900. MAXIMUM WIDTH OF DOOR SHALL BE 48" NOMINAL. DOOR HEIGHT SHALL NOT BE LESS THAN 8011 . EXCEPTIONS: MIN. & MAX WIDTH SHALL NOT APPLY TO DOOR OPENINGS THAT ARE NOT PART OF THE REQUIRED MEANS OF EGRESS IN GROUP R-2 & R-3 OCCUPANCIES . DOOR OPENINGS TO STORAGE CLOSETS LESS THAN 10 SF IN AREA SHALL NOT BE LIMITED BY THE MIN WIDTH DOOR OPENINGS WITHIN A DWELLING UNIT OR SLEEPING UNIT CAN BE 78" IN HEIGHT EXTERIOR DOOR OPENINGS IN DWELLING UNITS &SLEEPING UNITS, OTHER THAN THE REQUIRED EXIT DOOR, SHALL NOT BE LESS THAN 76" IN HEIGHT DOOR OPENINGS REQUIRED TO BE ACCESSIBLE WITHIN TYPE B UNITS SHALL HAVE A MIN. CLEAR WIDTH OF 31.75". 1020 CORRIDORS 1020.1 CONSTRUCTION I CORRIDORS SHALL BE FIRE -RESISTANCE RATED IN ACCORDANCE WITH TABLE 1020.1. THE CORRIDOR (9WALLS REQUIRED TO BE FIRE -RESISTANCE RATED SHALL COMPLY WITH SECTION 708 FOR FIRE PARTITIONS. TABLE 1020.1 CORRIDOR FIRE -RESISTANCE RATING REQUIRED FIRE -RESISTANCE OCCUPANT RATING (hours) OCCUPANCY LOAD SERVED BY CORRIDOR VvIthout With sprinkler sprinkler system system'D H-1, H-2, H-3 All Not Permitted 1 H-41 H-5 Greater than 30 Not Permitted 1 A, B, E, F, M. S, Li Greater than 30 1 0 R Greater than 10 Not Permitted 0.5 1-21111-4 All Not Permitted 0 1-1,1-3 All Not Permitted 1b 1023.2 CONSTRUCTION * SEE SHEETS A311-A312 FOR INTERIOR EXIT STAIR PLANS, SECTIONS & DETAILS INTERIOR EXIT STAIRWAY & RAMP ENCLOSURES SHALL HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 2 HRS WHERE CONNECTING 4 STORIES OR MORE & NOT LESS THAN 1 HR WHERE CONNECTING LESS THAN 4 STORIES 1024 EXIT PASSAGEWAY EXIT PASSAGEWAY ENCLOSURES SHALL HAVE WALLS, FLOORS & CEILINGS OF NOT LESS THAN A 1 HR FIRE - RESISTANCE RATING, & NOT LESS THAN THAT REQUIRED FOR ANY CONNECTING INTERIOR EXIT STAIRWAY OR RAMP CHAPTER 11 -ACCESSIBILITY SECTION 11 07.6.2. 1.1 TYPE A UNITS. IN GROUP R-2 OCCUPANCIES CONTAINING MORE THAN 10 DWELLING UNITS UNITS, AT LEAST 5 % BUT NOT LESS THAN ONE OF THE UNITS SHALL BE A'TYPE A' UNIT • 5% x 192 UNITS = 11 REQUIRED 'TYPE A' DWELLING UNITS • 11 'TYPE A' DWELLING UNITS PROVIDED, SEE 'TYPE'A' UNIT PLAN LAYOUT ON SHEETS A15D A154 UNIT NUMBERS: 318, 334, 340, 416, 440, 501, 516, 601, 616, 716, 729 OTHER ACCESSIBILITY COMPLIANCE ARE SHOWN ON OTHER FLOOR PLANS IN THIS DRAWING SET. (k .NO °REQ.TTUN15 lTvr)e A stud 1 OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, VITA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate TITLE 23400 HWY 99 EDMONDS, WA, 98026 6181 REGISTERED ARCI-I?LCT STATE OF WASHINGTON STAMP STUDIOM BATH x5, 0.25 1 KEY PLAN Open 1 BR 1 . � 1 BATH . $0 x5% 4 4 . 1 BIB. + DEN7T1 BATH x5% 0.45 1 1 BR + 1 BATH 1 581 x5% 1 2.91 3 2 BR / 2 BATH 40 X5% 2 2 192 9.6 11 CHAPTER 29 PLUMBING SYSTEMS SECTION 2902 MINIMUM PLUMBING FACILITIES 2902.1 MINIMUM NUMBER OF FIXTURES PLUMBING FIXTURES SHALL BE PROVIDED FOR THE TYPE OF OCCUPANCY AND IN THE MINIMUM NUMBER SHOWN IN TABLE 2902.1. USES NOT SHOWN IN TABLE 2902.1 SHALL BE DETERMINED INDIVIDUALLY BY THE BUILDING OFFICIAL BASED ON THE OCCUPANCY WHICH MOST NEARLY RESEMBLES THE PROPOSED OCCUPANCY. THE NUMBER OF OCCUPANTS SHALL BE DETERMINED BY THIS CODE. PLUMBING FIXTURES NEED NOT BE PROVIDED FOR UNOCCUPIED BUILDINGS/FACILITIES - PLUMBING FIXTURE FOR M OCCUPANCY /COMMERCIAL SPACE TO BE PROVIDED UNDER SEPARATE TENANT IMPROVEMENTS BUILDING PERMIT. SECTION 2902.3.2 LOCATION OF TOILET FACILITIES IN OCCUPANCIES OTHER THAN MALLS IN OCCUPANCIES OTHER THAN COVERED AND OPEN MALL BUILDINGS, THE REQUIRED PUBLIC AND EMPLOYEE TOILET FACILITIES SHALL BE LOCATED IN EACH BUILDING NOT MORE THAN ONE STORY ABOVE OR BELOW THE SPACE REQUIRED TO BE PROVIDED WITH TOILET FACILITIES, OR CONVENIENTLY IN A BUILDING ADJACENT THERETO ON THE SAME PROPERTY, AND THE PATH OF TRAVEL TO SUCH FACILITIES SHALL NOT EXCEED A DISTANCE OF 500 FEET. 2902.5 DRINKING FOUNTAIN LOCATION (a STATE AMENDMENT DRINKING FOUNTAINS SHALL NOT BE REQUIRED TO BE LOCATED IN INDIVIDUAL TENANT SPACES PROVIDED THAT PUBLIC DRINKING FOUNTAINS ARE LOCATED WITHIN A TRAVEL DISTANCE OF 500 FEET OF THE MOST REMOTE LOCATION IN THE TENANT SPACE AND NOT MORE THAN ONE STORY ABOVE OR BELOW THE TENANT SPACE. WHERE THE TENANT SPACE IS IN A COVERED OR OPEN MALL, SUCH DISTANCE SHALL NOT EXCEED 300 FEET. DRINKING FOUNTAINS SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. DRINKING FOUNTAINS SHALL NOT BE LOCATED IN TOILET ROOMS. 2902.5.1 DRINKING FOUNTAIN NUMBER STATE AMENDMENT . OCCUPANT LOADS OVER 30 SHALL HAVE ONE DRINKING FOUNTAIN FOR THE FIRST 150 OCCUPANTS, THEN ONE PER EACH ADDITIONAL 500 OCCUPANTS. HIGHWAY 99 - PLUMBING FIXTURE COUNT PER WAC 51-50 CHAPTER 29 REQUIRED PER CODE REQUIRED IN BUILDING LEVEL ROOM OCCUPANCY TYPE OCCUPANT LOAD TOTAL WAC 29a2.1. WATER CLOSETS LAVATORIES DRINKING FOUNTAINS WATER CLOSETS LAVATORIES DRINKING FOUNTAINS M F M F M F M F Pl L013BY%LEASING B 26 13 L25 1:25 1:40 1.40 1 for first 150, then 1 per each additional 500 0.52 0.52 0.33 0.33 0.17 TOTAL REQUIRED LEVEL P1 *** 0.52 0S2 0.33 0.33 0.17 P2 LOBBY/LEASING B 18 9 1:25 L 1:40 1:40 1 for first 150, then 1 per25 each additional 500 0.36 0.36- 0.23 0.23 OM TOTAL REQUIRED LEVEL P2 0.36 0.36 0.23 0.23 0.12 FIXTURES LOCATED 1 STORY BELOW AT LEVEL P1 PER WAC 51-52 CHAPTER 2902.3.2 1 1 1 I 1 I 1 *** P1- EXERCISE TO BE SERVED BY INDIVIDUAL UNIT BATHROOMS R1 AMENITY LOUNGE A-3 25 12.5 1:125 1:65 1:200 1:200 1 for first 150, then 1 per each additional 500 0.57 1.28 0.42 0.42 0.56 R1 AMENITY LOUNGE A-3 42 21 1_4M 1:65 L•200 1:200 1 for first 150, then 1 per each additional500 R3 PODIUM ROOF DECK A-3 100 50 1:125 1:65 1:200 .1200 1 for first 150, then 1 per each additional500 TOTAL PROVIDED LEVEL R1 1 . I 2 1 .1 - 1 1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYS . WHERE TWO EXITS, EXIT ACCESS DOORWAYS, EXIT ACCESS STAIRWAYS OR RAMPS, OR ANY COMBINATION THEREOF, ARE REQUIRED FROM CHAPTER 30 ELEVATORS ANY PORTION OF THE EXIT ACCESS, THEY SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE *SEE SHEET A310 FOR PLAN, SECTION & DETAILS MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED MEASURED IN A STRAIGHT LINE BETWEEN THEM. *SEESHEET A113 FOR ELEVATOR ELEVATIONS, SIGNS AND EMERGENCY COMMUNICATION DETAILS INTERLOCKING OR SCISSOR STAIRWAYS SHALL BE COUNTED AS ONE EXIT STAIRWAY. EXCEPTIONS: I 3005.4 MACHINE ROOMS, CONTROL ROOMS, MACHINERY SPACES, AND CONTROL SPACES 1. WHERE INTERIOR EXIT STAIRWAYS OR'RAMPS ARE INTERCONNECTED BY A 1-HOUR FIRE -RESISTANCE -RATED CORRIDOR CONFORMING TO ELEVATOR MACHINE ROOMS, CONTROL ROOMS, CONTROL SPACES AND MACHINERY SPACES OUTSIDE OF THE REQUIREMENTS OF SECTION 1020, THE REQUIRED EXIT SEPARATION SHALL BE MEASURED ALONG THE SHORTEST DIRECT LINE OF BUT ATTACHED TO A HOISTWAY THAT HAVE OPENINGS INTO THE HOISTWAY SHALL BE ENCLOSED WITH TRAVEL WITHIN THE CORRIDOR. FIRE BARRIERS CONSTRUCTED IN ACCORDANCE WITH SECTION 707 OR HORIZONTAL ASSEMBLIES 2. WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR CONSTRUCTED IN ACCORDANCE WITH SECTION 711, OR BOTH. THE FIRE -RESISTANCE RATING SHALL BE 903.3.1.21 THE SEPARATION DISTANCE SHALL BE NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION NOT LESS THAN THE REQUIRED RATING OF THE HOISTWAY ENCLOSURE SERVED BY THE MACHINERY. OF THE AREA SERVED. OPENINGS IN THE FIRE BARRIERS SHALL BE PROTECTED WITH ASSEMBLIES HAVING A FIRE PROTECTION RATING NOT LESS THAN THAT REQUIRED FOR THE HOISTWAY ENCLOSURE DOORS. 1004.3 POSTING OF OCCUPANT LOAD EXCEPTION: EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A 1. FOR OTHER THAN FIRE SERVICE ACCESS ELEVATORS AND OCCUPANT EVACUATION ELEVATORS, WHERE CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNS SHALL BE OF AN MACHINE ROOMS, MACHINERY SPACES, CONTROL ROOMS AND CONTROL SPACES DO NOT ABUT AND HAVE APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER OR THE OWNER'S AUTHORIZED AGENT. NO OPENINGS TO THE HOISTWAY ENCLOSURE THEY SERVE, THE FIRE BARRIERS CONSTRUCTED IN ACCORDANCE WITH SECTION 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH SECTION 711, OR BOTH, SHALL BE PERMITTED TO BE REDUCED TO A 1-HOUR FIRE -RESISTANCE RATING. ISSUED FOR: PROJECT NUMBER 18305 DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 Zj, 05.22.19 BP CORRECTION #2 /2\.08_01.19 BP CORRECTION #3 /3\ 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS SHEET NUMBER `, \ i i 11 -,CC� 1 THROUGH FLOOR PENETRATIONS l ? Q JD i SHALL BE PROTECTED BY AN CODE PLAN LEGEND O i APPOVED THROUGH PENETRATION THROUGH WALL PENETRATIONS - = I IBC 510.2, #4. THE BUILDING OR BUILDINGS ABOVE THE HORIZONTAL ASSEMBLY SHALL BE IBC 420.2 & 708 SEPARATION WALLS i FIRESTOP SYSTEM AND SHALL HAVE SHALL BE PROTECTED BY AN o �-- PERMITTED TO HAVE MULTIPLE GROUP A OCCUPANCY USES EACH WITH AN OCCUPANT , z FIRE PARTITIONS BETWEEN UNITS ••�1 rn r r•nr+rnrTl!"1Ar IC+r_n r�nor- >-nr�r,_IT� AN F RATING/T RATING OF NOT ' - - - PATH OF EGRESS FEC u FIRE EXTINGUISHER CABINET APPOVED PENETRATION FIRESTOP - uia. LOAD OF LESS 300, OR GROUP B, GROUP -1 , �LICE�� G DES; M, R . L LESS THAN 1 HR BUT NOT LESS stud10MENG SYSTEM AND SHALL HAVE AN F j IBC 420.3 & 711 OR S OCCUPANCIES. _ � . THAN REQUIRED RATING OF FLOOR RATING OF NOT LESS THAN THE J HORIZONTAL SEPARATION [? w PENETRATED PER IBC 114.4,1.2 21 EXIT EGRESS LOAD EXIT SIGN t- REQUIRED FIRE RESISTANCE w I 3 BETWEEN UNITS PARAPET BEYOND TYPICAL _ � STRAZZARA RATING OF WALL PER IBC 714.3.1.2I:i !A804 5 . i A804 `r' < ^ 5 TRAVEL DISTANCE I COMMON PATH 0 A804 I Q ° MAX. BLDG. HT., TYPE VA, R-2, SPRINKLERED ARCHITECTURE - - - - - - - - - - - - - - - - - PLANNING Level Roof CONSULTING 0 .`-S j '$ : M f- L 'i 'A'I .wr H F: Yi1 \F I '• 1. iL !. Y u - Ik Y' �' : �. 4821 - 9" 3 HR RATED PODIUM TRANSFER DECK, z 3 3 HR RATED AT TYPE IA BEARING WALLS/COLUMNS, TYP. z 36 21 o w - ��: 6I i rn _ °- Level RS J. � . _ _ _i 2 HR MIN RATED SHAFTS ELEVATOR, STAIRS, CHUTES} � - - :1 �.: � �r i {rat - � � � � �, k � � � � . � _ , • n � � � � : � . a ;� � . � : � �• ,y � r . � • � r � � - � w at � � - - N z � o - 1 _ 11 w w o w . z O r �, 472 9 2001 WESTERN AVE SUITE 200 1 HR RATED DWELLING UNIT SEPARATIONS CORRIDOR Q o = LL91 6 36 22 10 z > W ° o J Seattle, WA USA 98121 _ W A804 0� 0 --% Q ,� m eve 4 _ F & EXTERIOR WALLS WHERE LOCATED ¢ ; 20 Q , _ ` ' ° 1 z 1► y z Q 1 11 1 , . ... F- � Iw F- I- 462 - 9 rv�. m "z W : R 11 6 A804 36 21 Q 0 20 _ _ °- z m 206 5$7 3797 tel NON RATED WALLSc%j„ ❑ U �' W W = -- o �- Level R3 2065870588 :w a. 11 m O 2D 4 }N ¢ m H ! , 11 ! !: .�� w 4a R ! - �- Q 2 -1 4�21 (j11 z it `'J ACCESSUBLE PARKING STALL OR DWELLING UNIT Q w'- r. a 36 22 m p �` c� § z of a. Uj • __ W - . �; 6 15 a 14 �- w w - m WWW.studloms.com w 1.! Aso4 r m _- _ CD = a. L_eve[ R2 Q W U E ; f-- _ -; i 1 , - f C1 �w 1 11 CODE SECTION REFERENCES ON SHEET G�a2 o z 20 W Q- s 13 :; N p tZJ W 442 .911 0 ,� - - � ; A804 21'. 21 3HR FIRE RATED o -i - 3HR FIRE RATED o ¢ - Level R1 - - 1.�- HORIZONTAL ACCESSIBLE ROUTE ....., �, t, . � I! ..;_ � :, �lF,<�_. h, .......1 w f �. _.� � ,_. „ �;. € F �.�«. _,_ r , CC _ , r: s :tea . ,,a s. J< :.. _ _:_ AA . tl , _: A d. !nl P5 S � fri :Y `F.: Gram 41 M '#'i? 1 L: e .4i r 7 r T c;ll HORIZONTAL SEPARATION - - �, 1 _ 1 _ N I, d ' SEPARATION d- 3 HR FIRE RATED HORIZONTAL SEPARATION _ .. ; . . _ „ HR FIRE RATED HORIZONTAL SEPARATION z z _ - - - 432 9 _ _ 0 0° _ - ^6.34 ~T - - - - - i GRADE BEYOND W Cy _ ._ 16 - - - - - - - - - . - - - . d r - ! • , U z I I' Level P2 Q - - _ _ _. _ [r . , _. - - - QOT�n _c I - • • - � •2 HR FIRE RATED STRUCTURAL DECK • " - - - . . - - ' - • . 11 - _ . TE ._:tET - _ _ - - - - - - - - ,-I 4 rj 421 3 I : : '> R RCT K -. - - ¢ z �, AVG GRADE w LEVEL OF .- = -'- . - ' - -• - ,•-• •- . - - - = - • - _ _ - - PLANE -. _ .. a EXIT -DISC . -- - ___ - -1 - _ _ a -_ _ .. ._.. I I i __ ..__--_.-.-.--- .. .. - . _-_. .-_--_._.-4._ -_ __.___ __ __ ____... _._ _ -._ - - --____ - -__ _-...__ - w 4 : .. _ ALLOWANCE IBC 510.2: HORIZONTAL BUILDING_SEPARATIQN u� MULTIPLE BUILDING ABOVE 3; HR HORIZONTAL ASSEMBLY PER IBC 510.9, - Level P 1 - .. - 4 1 313211 ._ ... 0 9 - 0 7 CODE SUMMARY SECTION N-S 1 11 = 201.011 ��` -.? � 7'� R Y �� " "' ',, 1 . 3p .' G .iYi�w:ryt F W v v zy i* ��,,w 4C'`-,r�p"s"'^v,, ��''. Yam. r w " \< `•P' ` 4�11 fit' .7 F- ` y ") ti a 1k 33,1 �'. z iA p; Yd Y F'` _M�-^5"�_ R .-!'yt{!{,eRR'9�^'NsryNi i h J y)j[i. f y o'�� J ..y 11 4 i .11 i H f. \ ieer"x�e^"r ''l:d;:iiimr`A_ :Lsiir7•'•.+c• - Goodman Real Estate TITLE HWY 99 MINIMUM EGRESS STAIR WIDTH: S2 U 23400 HWY 99 =OCC. LOAD X 0.3" TYPE IA CONSTRUCTION TYPE IA CONSTRUCTION TYPE IA CONSTRUCTION EDMONDS, WA, 98026 \ =121 OCC. * 0.3" = 36.3" MIN WIDTH 300 SO FT _ 300 OLF 379 SQ FT 300 OLF „ 300 SQ FT = 300 OLF 48" STAIR WIDTH = OK = 1 OCCUPANTS = 2 OCCUPANTS = 2 OCCUPANTS STAMP PROPERTY LINE, TYP TYP -- -- -- PROPERTY -- -- --- ---- 81 .r..._t.,.___.`....�._.-......_.: - N - - .._ .�.. - - - - - - ---- - - - � REGISTERED I 3' - 1 1 /211%'- 1 1 /2" ARC T 1 , _. _r1 _... ... _ .... .. .. .. ......... _� _ _ F -a! ...:...... .. ... ..._- .. ._,.. .. .. .... ,:.. ..... :..... ....: ...: .... .. .. ,:. ... ... , ... .. a. 6_ :. e.. ".,iii E ::i•:. 4 '-;id:` 4 .u�..i,=: -.y f -I :ig. �d,.1: <: i f rt-r.' ;�'i' .-k`:' L I a :[iil h'P;i.Y'A�:.3 4 n,l t.-_>ac ; I Ir is �f [i,"@--w4 r . . r .I1. . i. ,I L i, is ,- l - , .1 .. i � 4 '� i '.j I .: I i 'I -: i .. � is ,: :, �� a I .. r'. i i it I II I II ��I' I �1� IE li J� _ I � � I :I I I• n I. It II . �. .� : . i ' L: p .I I 2D 3 � /2 .. ! ,I � II �, �: , it 'I '::� � �� ,j ,� i 'I I' ��I 1' � I 'I II .... ..:.' ; II I� Io , 11 .i I I i: I' .I IV � � 1-. it i i 'I -I li :i I t II i! i .I - I I ii I ��I II {�'i i i � j , I 'I id �r'r it I I I 7 I I i. r I STORI r �n .i �'II ��i i��i '� II �: ; I� I 'ICI Y � I l . is 'I'I :I 'I I' 'i r I. :I' I I I II'I I 1' II Ili - .! J it '. it 1 AZ iI I �i :. . .I :I ai LES 5 Z Il G I �I � ii I h� �'��i Ci Ij I I I 'I i ':'I I: I':� li �� i I `�� I i' iI I' it �j i ��.� I� i I �I h' I'. I. �i I; I' i1 II :I it m I' I'. li 'I II II II I f I'. I I' i i I. rt 'i , :i 1 'I it II 'I II I' '� t :i I' 'I i I' i i' i+ -I I 1: �I l � �I UTILITY :I .I l 1I STATE O ASHINGTO STORI ATE F VV N ,li I'. �I I rl I ij :I II I `I 'I i� I. :I I'' :i :i 1 :i'i I ii 1 n r Ii ; II I' I i : 1 I' I � :: r I .I �. I. .i i i I� 1. I i � �I 'i �� I 'ill :i I: ' :i j; li l a �i: �'I�l I I :I II I is �h` �i ��! ��I ' i I:: I I i i I II I I :i I; 'ii G 1 D6 i,!� TIL .I I I� �I U ITY I III :I I rl! I! I I I!I �� i' I r : �'. '; III, :i �li ��: I �i II I 'I !i l i �i .I i.. - ;t r -I 1! li 'I i hI � �li I 1. i� I'' I 21 VA I: I h '� I : I. : I : , I : , : , : : ,i i EV 206 , FEC 0 !J� li � ill '�I �: it 4 1. 1. a_ 8, 611 81 6" 8, 6„ -3: - I >_ - - - S2 = _ _ - 1 I . __ 9 S2 w I �0' 1►/j 95► _ S /2r► ` PARKING LEVEL P2 z - KEY PLAN z 1 � TYPE lA CONSTRUCTION _ 1 TYPE IA CONSTRUCTION - S2 01{,I C I 200 -' - PARKING LEVEL P'i - -- -- } Oltl p 36,800 SQ FT -- 200 OLF 37,240 SQ FT 200 OLF PE IA CONSTRUCTION q7- � 0 I =184 OCCUPANTS �_ - - --- _. _ : - -_ Y w 4,130 SQ FT � 200 OLF n n n Uj w -� __._-- 1 OD =187 OCCUPANTS ACCESSIBLE PATH IT _:? 1 0 - - = 21 OCCUPANTS ""� - - :.��.. o ' I i ... - I : o _CuT - -- - I.: u .:. .. - -ec+- ^K_. <, ,� ,. F:. r.. ,cam .. ..;. � �': .: '. .rr,� �i� �` ..'�`.. C ...1z.: -- � 0 .. r .....: ... <. �� o 08 111 i= .. --- _7 I LL- �.: . L J __� i 1)w j- 1 __ - EV EV EV -- / - © z ST IR - -- - - - -- 74 LU_. _ - „ �` Q � N� sT �� _ _ 1 I: I. TRASHI _ - - - J z o r z '; _ _ a----- -- ----- -- ---- a- - --------- -- N�. -- ( _ _ _. - _ -- -- - - - - s -- -- - - - I � .r::..,-. .. •,vim"\�....; :.,< �:LR;.v < ,�.. �. �.c:N w - - RECY. - -= = - - E- WATERI o _ r.. CIRCULATION SPACE o - O c� - I MAIL x wz .� . 204 w p - I w GO- 1 RISER RM. _ L J 1 W s _ v. I - 202E - �- : - - - "-'= E e ; - - - -- � _- - _ . _ -. - - __� _ _- o 0 1 p o 0 0 1A 1 I - - I \\\ 0 I ' - - � I - - -p % n . __ \�\ -�. '� = -=�- _ _ , CIRCULATION SPACE . -- --- - ' ) k � o f _ - - o ! - -- -- ___ I - - 61 -_. _._ _ -- 1 .ck I _ D { _ �� a oc- , \ _' �, . .. ........... r%j -- �e o, : %`. .\ -1. � � �� \ - 8 % 0 i -... TYPE IA CONSTRUCTION ` a 9 UCF FEC u FUTURE s ( / 6 0 = == 96 SQ FT _. 300 OLF B N Y I LEASTEV ------- a - -- ---- _ - ---� r - -- - --- 1 OCCUPANTS - - - - - - OPEN r'�,B�Low - L/ �'� �s --- - --- �_' - _--- 101 - ' ' - == = - o - - _ - i y,�1. I J � FUTURE FUTURE ,1.� -- - - --- - -- p-:: C� b O 4 - - EV EV \ % 7� Q - - - - �� u� cS' u' Q� J. - b' o - = 1 = --.- .� �9 sr- _- _-...- I PER WAC 2902.5.1 `4 6- �,;' M. -= -- -_-- - 1.G� �' FUTURE O '9 FUTURE O ,9• FUTURE 11 ` U. ,� L_ �:; �� EV OCCUPANT LOADS OVER 30 SHALL ry �> C' EV FUTURE o 'I� ��,, -- -- - HAVE (1) DRINKING FOUNTAIN FOR Q � 8-. 4 4 t�` 4 FUTURE .-__�___� - 11 , . � 9. -' - - if S THE FIRST 150 OCCUPANTS F. s FUTURE FUTURE �, , L1. Q �. ��ji �S' _ EV EV t.Q s �95 ,� �-10 .: �'• _ E_V w V ` 0r. ------- -_- a > sr o -- -_ � -- - - PROJECT NUMBER T��, I FUTURE �j . 9„ �Nn ^ g h , FUTURE j . 'o, 4 EV FUTURE 1 T Ti,Fe�� p 0 0 EV B w 0 ;.. : _--- - XER E`F� 0 OFF 1.- _ T .. EV , �� -- 18305 X E CIS /s N ` 102 N`D N `. `' �, 0 , FUTURE o -- ___�_ __._ _...--- __-- _._ TYPE IA CONSTRUCTION -- T•q G,/ 3' > "� FUTURE EV FUTURE .I � Opp �'` EV 1,744 SQ FT =100 OLF B GONG. STRUCTURAL -- _---©- � Q . o ____ ,- o� w _ > 8 OCCUPANTS EV - -- I `V '� COLUMNS, 3 HR RATED AT wi z I ` �: TYPE IA CONSTRUCTION c~ 0 - - " - -- ISSUED FOR: DATE: �R TYPE IA CONSTRUCTION, TYP. CONC. STRUCTURAL COLUMNS, I � s� � �� ,. 3HR RATED AT TYPE IA w 2,596 SO FT 100 OLF ` ` °pF�.�_"ro w R I CONSTRUCTION, TYP. ._ - - 26 OCCUPANTS \ F `E �s�; -:-- --- % BUILDING PERMIT INTAKE 12.18.1$ ` _D (ACCESSORY TO R2) ` 0 `.!a�R - `4 w � � - � , 6,- W 02. 07.19 -%- o o I B \ 1 _ 1 BP CORRECTION #1 1 0 2 19 R w uu w I Rp 1 �� 11 w w w 1 �p� � , I III ' II >_ TYPE IA CONSTRUCTION A� _ i; 1 ! �- BP CORRECTION #2 2 08.01.19 i; � Rrr \ �� i �I !I 5 u1 SQ FT - 50 OLF �7j�� I ` i�F 2 236 " ' /N� 4 Ii z = /.E 111 1 z BP CORRECTION #3 3 11 14.19 T II �, 1 45 OCCUPANTS - � I E Yp 10G p ,;' j li o_v ;I j (ACCESSORY TO R2) ^� :�i - ;' Ir . G3 FEC `i y- �` = COMMON PATH OF E'�RESS _ ; .r% �� ,` w � ; , _ AIR - I �; 73' � 100' OK KE R - �� 11 10- �,`�� - 1 IBC T 1006.2.1 4 , � ,' / I i�F I �' � I rL ` I STORIUTILITY =:� �,' ;� M ,__ . r '� v - = ,� EGRESS THROUGH INTERVENING SPACE, -� �� l I h I ST �. �__, - 205 t �,' �' _- ELECTRICAL RANSFOR R LOBBY EXERCISE &BIKE ROOM ARE �~ �' ` If. i /. �, -. ,�/ .`' ��- r 1 ROOM RM. %Y9 RESIDENTIAL AMENTiES SHARED BY THE !; � . OG WA TENANTS �I 105A 106A 1 1 I 203 IBC 1016.2.2 3 _ z: TYPE IA CONSTRUCTION, ` , � - - � "'� % TYPE IA CONSTRUCTION, ` APPROVAL BY: . PODIUM LEVELS ONLY S2 PODIUM LEVELS ONLY U NON -SEPARATED OCCUPANCIES � ' I NON -SEPARATED OCCUPANCIES ' I � PER IBC SECTION 508.3 TYPE IA CONSTRUCTION �`� 1'- 1 1/2" PER IBC SECTION 508.3 TYPE IA CONSTRUCTION ` 1N 1 - 1 11211 295 SQ FT 300 OLF TO PROP. LINE 11498 SO FT 300 OLF O PROP. LINE DRAWN BY: LB, MA, AZ, AW = 1 OCCUPANTS I = 5 OCGUPANTS . � > 1 CHECKED BY: LB ` (ACCESSORY TO R2) ` � / . . I � I � � SHEET CONTENTS . MINIMUM EGRESS STAIR WIDTH: MINIMUM EGRESS STAIR WIDTH: =OCC. LOAD X 0.3" � =OCC. LOAD X 0.3" =121 OCC. * 0.3" = 36.3" MIN WIDTH =121 OCC. * 0.3" = 36.3" MIN WIDTH 48" STAIR WIDTH = OK \ 1 4811 STAIR WIDTH = OK � 1 BUILDING CODE U � I BACKUP GENERATOR I TYPE IA CONSTRUCTION (NATURAL GAS) DIAGRAMS 1,315 SQ FT _ 300 OLF PER MEP DEFFERREDR F o!o, = 5 OCCUPANTS SUBMITTAL U U NOV 19 2019 TYPE IA CONSTRUCTION TYPE IA CONSTRUCTION BUILDING DEPARTMENT 895 SO FT _ 300 OLF 255 SO FT _ 300 OLF CITE' OF EDMON RB SHEET NUMBER = 3 OCCUPANTS = 1 OCCUPANT 2 LEVEL P2 CODE PLAN 1 LEVEL P1 CODE PLAN 111 = 20 1_011 111 = 201.001 .) • � 1 �, � / . PROPERTY LINE, TYP \ f CL rr\ CI) SLOPE T� Qo SLOPE TO \ o �opn- Z Qom, I o \ C406 SOLAR RE ° op�TO \ 25 SOLAR PANE AT 26OW PER p y \ PANEL pFro 1 cj o � 1 -- -- PATH OF EGRESS FEC b FIRE EXTINGUISHER CABINET <21 EXIT EGRESS LOAD 44 EXIT SIGN 5 TRAVEL DISTANCE / COMMON PATH 3 HR RATED PODIUM TRANSFER DECK, 2 3 3 HR RATED AT TYPE IA BEARING WALLS/COLUMNS, TYP. - . -! 2 HR MIN RATED SHAFTS (ELEVATOR, STAIRS, CHUTES) 1 HR RATED DWELLING UNIT SEPARATIONS, CORRIDOR & EXTERIOR WALLS WHERE LOCATED NON RATED WALLS ACCESSUBLE PARKING STALL OR DWELLING UNIT CODE SECTION REFERENCES ON SHEET G002 -- ACCESSIBLE ROUTE 28' - 5 112" ROOF CODE PLAN a: \ o 0 / \ / rWz I 1 1 � o_ 1 C? ; r Iwo r -011 OPE TO IN, TYP. 4" 1 1'-011 OPE TO IN, TYP. A-rt'1 .4 r-nrl OPE TO f N, TYP. ` I I i I I I � I J 1 rr _ 201-011 R2 MINIMUM EGRESS STAIR WIDTH: TYPE VA CONSTRUCTION =OCC. LOAD X.03' 30,112 SQ FT _ 200 OLF =76 OCC. * 0.3" = 22.8" MIN WIDTH =151 OCCUPANTS 48" STAIR WIDTH = OK (151 2 = 76 PER EXIT) PROPERTY LINE, TYP co L yL ! L -I—— L I - d a 1 ---- \ LIJ O 7ffO6O r' I bL- PACOMMON FATH OF [11 - EGRESS - 50'- 0" cv ;;iq 1 Il I .- - [I - I L -- _w r I 1 I ;' a \ — r `� c�. -TYP. BETWEEN DWELLING UNIT &CORRIDOR - w - U I ❑ _ `� L f _ - z '�' 151 2 EXITS = 76 1 HR FIRE PARTITION IBC 420.21708 333' - 6" DISTANCE BETWEEN EXITS �- ¢ ; o FEC 7 — — — -- — — — _ _ — — — — --- — — — — — — a -. . _ - _- L� t W \ J w I I I J `- r _I z=r I — � LLJ w F I �J •.%• i t !I II II / I I' � M V ..L I? � I I I ' ; J '� I I . r — lL -S- _ _ ... --- - {I II II �-- — — I X - �. w LU FEC _ I~ \ �- I -' w �' ] L i, U dr— \ - - - U � = I r c) CL ALL SHAFTS ARE 2 HR FIRE \ }- BARRIERS PER IBC 707 & 713 "-' 3 w- F [ o \ 1 HR FIRE PARTITION PER IBC 420.2 & 708 \ TYP. BETWEEN DWELLING UNITS IJI; I ELF � F \ _ I r If I k \: Cnall MINIMUM EGRESS CORRIDOR WIDTH: = TOTAL OCCUPANT LOAD 0.211w = 30.2" MIN 36" MIN REQ Rop I I 6 - - R�` :v ' 0" CORRIDOR WIDTH PROVIDED - OK /N� ` = - - �J'p ` rLl I � FE - I ,? MINIMUM EGRESS STAIR WIDTH: I =OCC. LOAD X 0.3" =76 OCC. * 0.3" = 22.8" MIN WIDTH I 48" STAIR WIDTH = OK f � � I 3 LEVEL R5 CUDE PLAN 28'-5' LEVEL R2 - 111 = 20'-011 28' - 5 1 /21 R4 CODE PLAN 11 A 1 A 111M 111 A n7 f'%M - C% C% C" T A i rl 1 A 11 r%-r1 1. - MINIMUM EGRESS STAIR WIDTH: R2 _ncr LOAD Yn3" ______ R2 TYPE VA CONSTRUCTION 30,112 SQ FT w 200 OLF 1.1 nC:C:[ (PANTS stud 10MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 COMMON PATH OF 206 587 3797 tel EGRESS = 50'- 0" 206 587 0588 www.studioms.com TYPE VA CONSTRUCTION TYP. =157 OCC. * 0.3" = 47.1" MIN WIDTH 287134 SQ FT 200 OLF 20 48" STAIR WIDTH = OK = 141 OCCUPANTS A804 — — — — — — _ 1 - — PROPERTY LINE, TYP — — — — — — — — — — co 3' - 1 1 /211 r O PROP. LINE c- _ co SE tJ \ - L_ I I II a F- o L" PATH OF -� COMMON PATH OF II II II II ._. II'it ii EGRESS - 50 - 0 - I , cv I II I I X � - _. LU K z _ -_ 0 m 0 i _TYP. BETWEEN DWELLING UNIT &CORRIDOR � ; - - r - • . ; --a I r - - _ " T I - F. .... -1 I --- _ L141 + 80 + 92)- 2 EXITS =157 1 HR FIRE PARTITION & 420.21708 333' - 6" DISTANCE BETWEEN EXITS"A M I o FEC — _ — — _ — — — UjI { 8 it '1 I 1. r1 I. rl fi' i I T r I - - .- _ • ACCESSORY — � try I w TO DECK, ii a J ©- / l 1 h CLEAR I AR PATH \ I OF TRAVEL `n� - - - _ - - Fz V I - W I �i : - � i I I- t I i I r LU i. I I^i ° I I ' w L I is t l� I- :;l Im - LIJ —_ x 0 P - --- - - ` I¢ I w + U) — `-� I— 50 42 _-- _. _ .._.. _.. I cn I �- Jul ACCESSORY TO _ - r cn D , CLEA ❑ ❑ LE11 w � � ! PA VEL. : v I o ❑1 \ j - ---- r Tt r.Gt� z 3 oEl a A3 I TYPE VA CONST.-�.IDE❑ \ ❑�❑-= �.L.l n ACCESSORY T ( O R2 OCC.) .. _. 375 SQFT NET DESIGNED _ '15 OLF `�S , ❑�❑❑�❑'��❑ 1 HR FIRE PARTITION PER IBC 420.2 & 708 S = 30 OCCUPANTS � `� -'.�,, ��- ,2., � ❑❑]EIn TYP. BETWEEN DWELLING UNITS =1I1 \ [ DECK TO BE - ` ---.`.-, `\ ,•; I .. ACCESSORY TO - - LF ° AMENITY SPACE ` -. ` •-i I cq A3 \ LJ MINIMUM EGRESS CORRIDOR WIDTH: TOTAL OCCUPANT LOAD 0.2 p r I _ (OUTDOOR DECK AMENITY) _ �\ \ I 314 0.2 (ACCESSORY TO R2 OCC.} '�'1\ F' [ \ ---. ---- r_ = 62.8" MIN REQ MAX OCCUPANCY TO BE CAPPED T Er ® o 6'- 0" CORRIDOR WIDTH PROVIDED = OK PER 1004.1.2 EXCEPTION p �` I I _l 15r EC ; 11700 NET DESIGNED SQFT = 100 OCCUPANTS CAP (ACCESSORY R-2) - - - 101-211 I A3 I I \ I TO PROP. LINE (L2-L5) TYPE VA CONSTRUCTION --- I 1 1 (ACCESSORY TO R2 OCC.) MAX OCCUPANCY TO BE CAPPED PER 1004.1.2 EXCEPTION TYP. 20 MINIMUM EGRESS STAIR WIDTH: A804 1,110 SQ FT SPACE =OCC. LOAD X 0.3" 630 NET DESIGNED OCCUPIABLE SQ FT _ 15 OLF = 42 OCCUPANTS =157 OCC. * 0.3" = 47.1" MIN WIDTH 48" STAIR WIDTH = OK 1 LEVEL R1 CODE PLAN \1' -1 1 /2" P. LINE, GARAGE LEVEL I f I I Goodman Rea! Estate 23400 HWY 99 EDMONDS, WA, 98026 STAMP 6181 }REGISTERED ARCHy7P-CT �J SiATE OF WASHINGTON KEY PLAN PROJECT NUMBER ISSUED FOR: BUILDING PERMIT INTAKE 18305 DATE: 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 Al 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 3 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS BUILDING CODE DIAGRAMS r NI..... I ..__�__ I--- I- .�_�-� � '. ______�', . I ,�___ I I �� - - _�.. . . ',�� . I _�,." , 1_�_I� �,.____ -, I , ___`_ � . I-,---- I � 1�_�_ , . � __-, �,______ I . , �.,___� , - --- _'. , -- -- , . , � . I . � I I I . I . . . I . . . . . � I I I . �. � . . . . . . . . . . s . . :. . I � _. : � . I I . ?--I � .. , % : i - V q U A � � . r"I"'I" � . . I ! : . M ! : . � . . . � ,rALw � . .. � �. .. I . . N �11 . .; . . . . . r I ' 7C , �. K L I I � 0 IS I A B " D . I I i . . I H . R . I . . . � , . . . � . . . . . .,- I .. . I 1, I . .. ., . . '. I , . , , I - 'I.-.--. ____�' __ ..___� ,.,.------ -- -------. _. -------- ..____� - -----. ------- __"__._._. - --..-- _____ ,�__ ..---- - "----,-' '-----' . - __ - -____,� '----' ____ - .-,- _,_ 1. �_, I � _�. ,_ - _� . ,-.---.-. .. __,� __ ___�_.. __ -, ,.___'..1 . _------�, . _. 1. .,--.---,. ,__---_.� ----I- .---- _,____ ...-..- � , . I . , I I . I I I . . . . I I . . . , . . � I I I . . I .. , . . I I. I . I , . '. . . . I . I � . .. � , p 7% -1 . . r..", . . ' ;��''. I ; . r- VV /,�� I ` '' . r_ I IIIIII . �,.' �Illl� -Ij In, ,.'I I *.I 2 i 4 %.I I C!"I"'I" 5( �.,%o I S"' � CT k , ) 4"ON A f --4 -n �011lll% Al,lllll,. - �eN r- I A0""% , ; ; 640b% : �, \ I -I %- : I - . % II I z e�� r4t I . . fl�% 1 r ("* : ,,;\ I .r i .�, I I . L 1r, - . ("% 47- � i"I"I" IiI, ,� I 1 V I 1�-.j Q� %Il..I.I� U . - ul,-,� . ��c .: k...I �� . 1%.07 LI . ; N.I.-I L. ..: � U . %..07 i i-%iiil� c � �.....,�l, L c z �....�f� t j , "I, I � %.I . . . . L . . I . I - I . , . . . I . I , I I . . .. . I 1� I L . - . I . . ,__.. --.-- 1, . L_ __ _�. . - ___, ,---.---- ___._ ---____--, , - _____ � .,------ . - ____ -, .. - �� .- _-_ ,� .-.-.---. - _. " �___.___. ..�___,� .� I---- . ___-.1 - I. - ___ - . .. - ___ . B D F I / � -.- . A 7 1 . C . stud e-1, . . I I 'C'MENG � ;W 1 0'- 15'= 45% OPENINGS ALLOWED ---;0f0'- 15'= 45% OPENINGS ALLOWE I 1 0'- 15'= 45% OPENINGS ALLOWED I � I . - ; - - 16- 20'- 75% OPENINGS ALLOWED 15'- 20'= 75% OPENINGS ALLOWED 15 - 20 = 75% OPENINGS ALLOWED . 1 = 75% OPENINGS ALLOWED, . � i . � 345 S.F. TOTAL AREA (PER LEVEL) 490 S.F. TOTAL AREA (PER LEVEL) 435 S.F. TOTAL AREA (PER LEVEL) 330 S.F. TOTAL AREA (PER LEVEL) 555 S.F. TOTAL AREA (PER LEVEL) 490 S.F. TOTAL AREA (PER LEVEL) 307 S.F. TOTAL AREA (PER LEVEL) � ARCHITECTURE . . . . : . . . PLANNING . //_ . . F . F . - . . . F 345 S.F. x.75 = 258.75 S-Fw / 490 S.F. x.45 = 220.50 S.F. . 435 S.F. x.75 = 326.25 S.F. 330 S.F. x.45 = 148.50 S.F. . 555 S.F. x.75 = 416.25 S.F. . / 490 S.F. x.45 = 220.50 S.F. . : 307 S.F. x.75 = 230.25 S.F. CONSULTING . I . . . UNPROTECTED OPENING (PER LEVEL) � / , UNPROTECTED OPENING (PER LEVEL) UNPROTECTED OPENING (PER LEVEL) � UNPROTECTED OPENING (PER LEVEL) . UNPROTECTED OPENING (PER LEVEL) � � UNPROTECTED OPENING (PER LEVEL) . UNPROTECTED OPENING (PER LEVEL) . . : . . . . . . . : . � : . . I . - 148.50 GLAZING TOTAL AREA --\ . ; . 99 GLAZING TOTAL AREA . . I I : . - 148. . 50 GLAZING TOTAL AREA : . 99 GLAZING TOTAL AREA . / . : . : . . .I- I . . . . . . . . 129 GLAZING TOTAL AREA I . / I I . I . 183 GLAZING TOTAL AREA : I I � F : � . z 216 GLAZING TOTAL AREA '�.,..1'1, ; . I / / I . _\ - i I B§fEj0gN�M:! ;I I i I I I I ii I III I I I I : /\ -, : : . I !I I i ; I I I I I III I - i . /�\" I I 1 1 I I .11 1� '�`� � . Ili , I . pi;iIiiiiiii;gili; III M I I . : / : III . ; I 001 WESTERN AVE SUITE 200 I 'N_ I I / \ i . . . !! /-j\, . ; l�'�� . / I . //�\. I . . . �;i��i��l�� I I I I I I ;1; I I � I - : - - . - =I Em. - --- mm Level Ro f ea e, ; 91 � Olt I ...., Oil . . . . I 11 II I - if . 1-011 11 1.011 . : . . : . 1 6 . / / : . . . 0 9 . 9 0 . . - . : 9"4 9 . . . . . . . 9 .... Off 1.911 . . . . . .. . . . 482 � . : ... . . I . . : _N ______ M / M ) I . M \ M . 0 1 1 M .. / M . . . . \ \'I' X/ = . . AV . I _= . �� . . . CD = . 'IN %I . = . . co = %_1 I . . . CD . �& I .. .. . : . I C> [I . [I . I ; 11.1 i . . I -I . 1_" . _�_, I 1 206 870588 : I I Ll - 11E] L . - I ... .. - - I . .. 'I" I � . . : Z_ . I in . . I . . LO LID . . . . I . - I F-I. . ==1 . : === === F...... "77 /,\/ === : F........ . / . . = I = : =\ == � . 1�� . === . =" ; . I . 0 . I 0 0 . � 0 ! . . - I - I . 0 : 0 ; � 0 - I - __N ,l .�: 11 ____-I 11 1____� . - : 1______� . 11 - ill"..". . ! I . __-_____II_ I .- _____1 .\ - .. Level R5 I I . i�v�* - 91171 _Ax\/x1 1xi, tz' '124 11 )(I IXI I%xl Ix x - \ -)<\/X'\/X \/ \/ .studioms.com - . \/ \/I\/ r\ ^X/xx\>�� I /\ �xz\ ./7�:_ / . Fr7____11 . `�,/\ \ I . I � (D N \\ _x : ! \ . . . � ",/ \/ / \X ! : . ; . K " E-I : -I i . - � ! > - x . [I 4-- 7 ' - N . 3 . . . � , � LLA L 1 2 � L Dj .� 11 -11 E E:11 � ^ All\ I . ! ! . == i I - I A 2� . . = =1 = ,/ - F-IF-11 71 1 = I . : . . - I - I \X/ \/ . ....., ... .. . ... I ".., .. .. . . . - - - e.ve I I 11 ! ........... ......... . . . . . . . . .... � . IIIIIII I - . � ME I � ___7 ! �11 . F ! . . ! : ; . . . : I "I : ! N . N. . . �_, : � .`� .11, : _-I ! ; �I I d I I ____I � 1 __4 1111 __+ . __+ ___+ I __-) .. ! L_� __ :1 _j � ; : ! 7=1 I : I ! I A 11 I I I ! I I E 11 11 � . - - . r ------ 7 i . 11,11 �III . . I I � . : : I I 1111.1.11 . +itl [ItIlill I. L.. I 1. - - .. . � � ev I ! -011 I I Oil - - - . � 6 . . . IMI . . .... . : . : : i : . . � : I/ \/ . : I ! i � : : . ! : ; I . . (.0 I . : : . ; ; : . . I \ : . ; : . . � 1 __4 ___� +_ _� __I . -I +-7 � __� ; i . : . . - c ___+ . � .�l __+ , �, - . - .. I - . - Ei - . 11 11LIJ E E D � 11 � � 1111111ILIkIlf1i I zo LID . 114 - � I I ___1 t III l I.. IIIIIIIIIkil ,.,. I 1. l �. . . \ = F-1 ---I - IIIII = = == ! - IIIIH : IIIIIIIIIIII � 1 14 j !, I 11 I LIN rq� 11 11.111 IIIIIIIL �j 1111 11 7 IFIIIIII III Ell"""", . - - 1/_�, . . Level R2 : Olt I 191-001 - 19f Off a, lillit . . . I - 2112090M . N . . . : . = I : 0 IN . . __.. [OF" I \. [��A 11 _'1�11 I . I ;I . � I . i . a i I - I-IMINam 1-1-1 .__ I. - - I.= . --if---; I � :2 -I ` " I - ---" - I 11 I . ; I !I - -..------ �j ,""', f1111g, , M" I I 99MM !I .. Aj__ . i N . I I .. - __ Mn=x=QWQWAWm� - ____ II_____LS_____ GEINP11111MMMIqlM I I I . -� . : pillwig � -\ I \1 - I i I I I I/ I " I I - I . 11miiiiIIJ! . mimmmumm. gdw, I I __6__1___ I -1 i ! . 4,_=j E&z�,,AN z \ Ill/\ lmwmmfflm&��Lt��IMMI i ! ! I I - I I I I I I I %lummam9m," loylefflanoww � I I I I I 11 I 111=�� _____ _____ - ____ -_ __ ! � i L I . . I .. - - . . __... __...... ..... I" "_ __.. __ -_ - -------- . --I ------ I----- _ - Level R1 & --..---- i \ I / I � � . J.% . r - N / , --- -- -_ � � Ill I I I .----- _. : � - ____ - --- � -1 I I I,--,--- ._____..__.-------- __....._�_-z- I. - I - � ": N . .. I . ,I , I \ . -1 - . . .911 _____ ____ ./ _____ ,------------- - : ,-..-.-..-.---------- --.--.--.-.----.-.---.---------�.-----....--..-..�.1--...,. .-..-'' - - - __... 1. . - .. - . - . I., . - i - 432 ._�_ - -1 - .- . - � - - . -1 -1 � _; : _r, , �� -. ==- . . . . . . _____ -�: :._____.___4_______ .� �7��_�__==._: . . I � - . � I , . . 7 -- ----- ;___ __; !! : . . 1 r . . 1i 11 I � ______7 - - I ! , 1 . . I . . I . I I . I . I I. I I I. ___�=_.- : :=�=�.��=_- . . . . I . . , r: : i. - !� : -1 - - - - - .1 . I . � - : I ! ! r i�� :, - - . - - - - - - ; . 11 . L� ! . i : I. I! h N I I . � . . I . .. I . . . . . .- - . .. . I - - � . . . . . . . " . ! :: . : 11 1, . . .1 ! . I L . I . . � ! I :. 1� . . 1� .! . � : � . �1 / - . . : � - - I _. - 11 I . I P . - I I . - - - 11. _� 11 �! : L �� . . ,I! . : .; I I \. / .. . ! -- 1: � - : 77 -! 1 . . . : I I ! . I. . : 11 1, !; . .;-_I"""`� . . : - . . I - - - - - - - : 11 I - : . .: .. ;: .: I I . . 1: . - . : . ; ! � 11 � : I � :1 . . - � : ! - .. � - - - - : I 1: � ��a,��ir,t�-,-_ -�`�-,T"�, . 1; . I : . 1 :1 :: . . : I . . - ; . : I . : 1 �4�,�� _, - - - "I ,-- , '' " i I I ;: . I . . I � - I 'I - i ...... ..:..` - : e�� , . I � . I I I _:1 ...... I I . . . .. - _..... I - . -...-.- - _ j . -_ __1, --------.---- [ . I . I -- ___.I�� . I 1! . % � I : . . .... -...- :_.. -------- - - - � - - - I . - �!--�-;-�-- '�,_�_� - =-' ��_ � - - ;_____ -- - --ir".- ....... .. : ___ __=�_ ! :_ I. I - - - . . , � .... \--.-.I - - - , ,� . L � , - I I I-- -.--.....I \ .. I -, . � !, . . . - ,�:.4.Il ,�.,., .... �:��",��,,,,,.,"'�,-i:l�"."�-�I -,II `,�, - I . - I . . , I , 0 - . . . - . I , ... - - - � . - I-- . __ � I I . . . . . � � � �"""""""""`�� '' '�,'�I;_� ",�_,- . . . .. . . r . . : . . . ! � , `111�tell. �,,,,,.,,:,��,,,�,��,,�.�.,.",.","",",.",,�,,�.�N ". . k - L - . - . -1 . . , . \ � - I/ 1-1,15, 4i�x. � �, III . .......... . .... IiI . e"7,5.:�`,� `� xg:� ,"w"11--1, ", - , , W., .� , �`' , , "' . I � , . - - � . : . " - " -. "..., . "'. - . - . . . . . : I : ',�. ", I �,,,�n� . e'.11 ; . . 111111111111111151�11p __ � . . ... � - � . .... . . _ . ,� . .....,. ., � - , I , - �4� 1 , ,-,--,�-".,-�""��,,,,�"-"", ,.,,, "', Z, N,,�,. - -, . I . I I � < . ""' '�" 11 I, _"�_,,,. - �0 , .., l, ,.,,,..,, . "_,� �, �� . ,'.., - �1. _2�� . �' " � . � . , . I . I , ' - . . � �. � ,� ,.,. ,,, : � .. 1; w . `�� : : : . i .11111 .� I . . . � . . �111_ �,, %� �, � .. . , I , I :::::::�... I , , � - �` 11,�� , '. � 1. � � - ",_ � ., """"'01111 I 1_1,� , �� - � �...., - 1 , ... ;� & , 1;, �_�, : , - . " , "" %, 1 l I , .1 I . I i. ,,,,, , . A , � 6 / - - - - - - / Level P2 ,;�1,",'2."f , I Lf,- ," ,_ ,,--R_�', . - - - - - - - - - - - - i AF� E?"'2" 1'� . . . . . . . . 11,�.,� - - - .,,___,v I -�,� I . . frm�R%.`,�"_Wa�q ...... ,�',�� ". 1.1, , �,, _71V �" �:,�-%Y'... - . � - 166.50 S.F. GLAZING TOTAL A - I 11 ..... . . . . . f, ..... . . ) . _4"""-"Illlllllll�� 421 3 - . . . . . . _11 . - -115 S.F. GLAZING TOTAL AREA-., - - � 202.50 S.F. GLAZING TOTAL AREA I . : - 99 S.F. GLAZING TOTAL AREA- = ARE : 100.50 S.F. GLAZING TOTAL AREA - k, � � . . \ ,��,--�� ,.K'-"',.,�,,, �., ,,, �,, .,. 1- - : �"',', , ""', , " , � I f',�,,,, �.\ 4 , ... . , J.�� I... ",� �,,Z;l � .� ��2 � 1511 � ...... ��.:Z; �...-. `,,,,,",,,,,,,",�...." ;;;;;. " ,2, . . . . . . . . . . 1. .. . . . . . . . . . . . .. .. . .... ..... .. . . I ....... , , , .:" 11 I. �, ,", - � � ... �' -�� N 11"'I" I'll '5 7`1 ��- 11 ' - ,� .-,> ,,�, I'm "Ill, -, - - t��'.,t,�,A -,"'I -- 11 L � \ ' I-,,,,,- �,,.,_�7 �,,37';��.l t - I _,_,>'2M '' �. ,,� - - - - - - - - - - - - - - - - - - - [.15'1'21 g ,,"`- '�,�' :;,z II "I tp ,,, ,,�;!�' _ - - "i �,,-�- -`, ,',,�,.3.."� - Ili -345 S.F. TOTAL AREA (PER LEVEL) - 490 S.F. TOTAL AREA (PER LEVEL) 330 S.F. TOTAL AREA (PER LEVEL) 490 S.F. TOTAL AREA (PER LEVEL) - 307 S.F. TOTAL AREA (PER LEVEL) . - . ;;;:; 1� V��IltA�� II L:Ll��,-�,�",:"-"�,,,,.�""",,�- I g�_ . . . . . : . AVG GRADE , 1_, w, i�,M,�', , -0 ".��'il�',',"'.,"'.` �� .. ,RO 4 ,,,, -R,,�,� IN g I . , ��,��,.""",�'ll"-'."".".".".1'.1'.".".".".-"'ll""I'll"'ll""""Il'I"""""""-"�. : . . li ,--,- '...".111 - r,� 11 . � �'g,�'' ..�Rl I,.,. ;��-,-,,,,,-,,� t,�Lt . . . . . . "'n, ,-Z ;I,§W'l " `,""",,��`` ,,�,,,,, �11X . . . _�� A il,�I ", " I �' I , 1 : . PL "i"'N -�,,,�-,,-�,�f",��-"",.�-,,��",�.,,-��, , -,�-'' '��_�'1'1`114 I . ANE .?...q 1'�11'1111_11�1 330 S.F. x.45 = 148-50 S.F. `�,�`N�-`--�`,%,',�,'�l " �,',_,,4-i . � ,'I" 490 S.F. x .45 = 220.50 S.F. _', A �:.� ': _ 6 4 345 S.F. x .75 = 258.75 S.F. 490 S.F. x .45 = 220-50 S.F. 307 S.F. x.75 = 230.25 S.F. �_�., �, NII ""', 41'.."I"I'll'i", - 11, 3 1',�'1�11 � , , , - N111 " "" I'- J', El;�.. .� - , At ,_ -,-l;& ,1�1'_P11t_ %! ,,�.�� I, � , A— ''. ".. .. I. ", .. UNPROTECTED OPENING (PER LEVEL) UNPROTECTED OPENING (PER LEVEL) UNPROTECTED OPENING (PER LEVEL) UNPROTECTED OPENING (PER LEVEL) UNPROTECTED OPENING (PER LEVEL) 4171.9 11411 '. 11 . - ... :; "', ..... . ". . . . I- I . , . "I., . , . ,; . . . . . : I . : i � . ��,,� ... : . : . . _', . . . � �n � : : . : ... . .. �.'�� ... : " . . : . _,�1.1_1._ - - - - Level P1 ,. - - - -1 15 S.F.< 258.75 S.F. OK - - . - -202.50 S.F.< 220.50 OK - - . - - 99 S.F. < 148.50 OK- - - - - - - - - . - -166.50 S.F. < 220.50 OK - - - - 100.50 S.F.< 230.25 OK - - - - I . . . . . . . . . . . : . : . . : . . . I . . . IIIIIIII . . : . I . . � . . . . , I ( E A ION - WEST ELEVATION Goodman Real Estate . 1 3/321f = 1 1.0V1 30'- 11 1/2" _____ I - 431 IIIIII, 6" - 1 551 - 61F - l ----. 301 llll� 8 1/21f I TITLE . -214 1-011 1.011 I A 49 c 33 E 491-311 G I /- I /I V 7 z - - - I'Al I a RIM .ON.9 ; am B D F I I %wa I I I - � I! I � � I I 7.1.1.."'I . _�_ '-A . -_�=II: - . _�, _�_; -.. .................................. �111"11 .-.-.-.-.---.-.-.-.-.1.1.1.1.-.'.,.I ,%-.'.�%,�1.1.1.".".,.".,.,.,"I . . . . . 11 .... I _;V - I 11 .: - - - I , � " - . H ! .. 4 1 � . � .. . H i;p . . . . . . . . . `=�- -_� _- _:� H ,:`:,� . 'I ... :�� . . . . . " M 1 1 E., . � . . . . . . ;..'.. . I 171 ,I% ., �%%%V ...... --..-.,�'.'.'.�'."""'."'�'..... "I.I . . . . . : " ............. - ! U LL- H *,.*.,.*.*. 7..*:.1.1.1 .... . ...., � �: _= = ! �... � . I - � -.'...-I � . ! I �� . : = .... . ;; . I _,; :,.:I I.;. . .. 1"....... 1_11_1.111�1.1111_1.111 ... ': - UNIT C1 � UNIT C z - UNIT C1 I -_ I !".1111 UNIT D4 . .. I ...= 1:.1.1.. I..,..,. 1. I., 1'.7.,.". 1w I �._ !: -1 �! � : � - ... .. . . - : .'.� =., ..............= ... : : 1: i = i.i , , :� - I :: 'j 1 - .� UNIT D3 - ...I.,." � . ....... . . . . . . . : � M.: � z , I I= 1= :! M . ..... ....... 1. .......... - � I . I :, - I . � . . � I �: ;I I. . I =.-.-..-..-.-.:-.:- .-.-.-_- .-.-.-:.%-.. I- '_� I 1 ...--' ! ; :� , I ..i � .....�............. - __ w - I - p - _. --I -.--.-.-.-.--.��-�,:,,,-,,,,�.+.-.-.-,. '.'..'.'.'...'.'.'.. � ....... ... __ - = - T__ � = ----; - ___.�__ =- � , , y =_�_.� a:-.-.-L� ,---- .1 = =.'.'.'.'.'.'.'. , . ....... - =, ---- ------ -_ I � -- . . ; . . :. '.'.'.'.'.'.'.--_I.,.:. ,:.I ........ .. I I � 1 312 ] . I I I : 309 1 a � � . ; I I . Ap% Apth =.."....-=.:�, ..� I7.+I7.I ,V17. I , I M : : . 1 313 = ME � : & lz� � I � � i = ............... JFL � !+'.'+*+.*..'+*I '. . . . . . . '."' . . . . . . .'....,.,.,.,�,.,.,�,.,.,.,.,�,.,�'. � i 1 7 ! . . I . F . ; ...W.I ....... I if U . _ __ : 1:12 ; I .... ................. I ......... .... .... :,.. 28'- 7 1/2" ... � ___ _ , -- ___ ................................................. .... - = M : .. ............................................. NIM& == I M _7-7-jp : -=-: I .1-3 ,V 70 � 11 ____7__1 _-7.7.= . _ _�_. I . as I � - I I r z .......... �'.'.'�i'..'.'.'.'�'.'�l.-��;�:�;;,...;".,.,.,;..-.'.'�.-�.-.-.-.-.-.-.-.-.-.-.-.-..-I ................ .. ........... UNIT D5 , �� I 10 I . I -1 . w . I _� � VIL I -.1- ........... I .. ....... I ........................ � . I � . . I ..=...W.1....=.I ............................. ............................ I.- . . . � :1' � .- I I �I = w �-= ............. - I �01 ....., .... I ................ - �, . ........ -:_... �11 = `� = . - 2M 1 1 1 = I ,- ..'.'.=.,.,.,.L. 1IRW .If ... �-...--.�- . . ... ........ Xfl..�*`__' . = = .: . "--- -7.En.' I" .....1-1-1 .................... ! . I .. . ...... - �,-,15-.,�i�A� .. N :.-, ....,. . . ".'.'.'.'. ___ .... __ ...... - I __��! I.- ; i . . I W.A..... - '�W � ----.-.-.. . .1 - .... .. L I. ' . : I - -- - - J ,= -, 7- 1 = ___. __�'_l __�_ j __1. "....'... : 0 PROPERTY LINE I - �. � 4� - . I j I Z.-.-..-.-.-.-.-.-. - - :.., I I . i.-.1 11-1 ! -.i ; ,-.I !:,-., .-I ....... I -I . . � ��. _� � UNIT 131 %a '.T.I .I *. . . . . . . . . . . . L . . . ' ' ' , .'.'."' '.' L -;.' 2! ' . I X . - = = � . . . � . . . ... . I. 1. I . . . . . - . - . -1 - : - '.' - ;� - :.'�;;. .. - . . -, - - ? � 1. : - - - - ...... I --- UNIT Al . UNIT 131 . UNIT 131 - ! I UNIT 131 1� � : � I ! ........ E .......................... .... ......... �,�,.;L.+;;a.-..-;;,�-,...-...�.........:.............:...-.-.-...-...,.;�-.'.-�.-�".-.'.'.,;.,L,Z";;.,.,:�,;.", I UNIT 131 I ; UNIT 131 UNIT BI 0 q* KA W - ;��, -_�___.. .-:%=II I. ... I ....... I... � . : I L ; ; .1 ....... - !h fii .... 11 ......................... = .-.-.-.-.-.-.-.-.-.-..-�-�-.�.-.�-.-�-.-.�.....�.... W.- A _j ........ : .................... ... .......... - .......... - I , .... . ............ ... *""IlllllllllllllllIILIIIIIIIII*11111111111111111 . __ - = - 11__� 77" r. L_ - W! ____J1 ____ ...... ... � ...... � ...... I ............ L ... 4 .... � ............ . .............. ....- ................. � ....... _ ....................................... ... :..;.. .� _____ . .___ L - 7:7� � _l__ __ ............... ....... �-�-..""....:........-.�...-...-.-...: . . . . . . ... ..... -:-.-� ........ � ................ � ................... � ................ . - - 1_ _._ :._ .- _`1 - . ! . -_ - -_ . ..... .= , �� .. . - . - � .11 ........... - .............. . .� ....... Im.=t.�-� :>..'....p_ t-,-`-��'-.'�.`-�:::'.--� � - j " A 1 I--- , ; I I I . Em . `___�. .... . ...... .................. - .... .... ........................................... ....... � .... ............... ...... ........ . T--..-.,. . .... R � dt . k . w : I ... - i . = . I . 1�.It.... ...... � .. . . ..................... � ............. i ..... I .... I ............ :..,...........,.....'�'...,.'. ... 0 . -��t-I . - -F I �; - I c . : l �. L - - � : ............................ ��.;.;;: .......... ........ L ....... � ........................ 111... ......... � .... 1 ..... I ...... 11- ..... � ..... � ....... � ... � ...... I '�%"'. :.,.,.,.,.,.,.,.,.,.� "_ _: 614 IR " t_AL, 2 1- M 0 rL M i Ij 41 9, � MI , . � _�11=�W = 11*111.1'..+.,.,.,�.,+,""",.,".�,.+."'.�.�.'.'.'.'.'.L .................. � - ! 1�' - I - iiK�A : : I . . I _4.� p I �. RLIM , I. I 1 311 j � 310 1 5 4� 4 11- - - : - . . � 114 44 . � .................. -L ............................ ........ I ............... .......... .... . + ... ........ � ................... . .............. . = MMMMMMMKPMMMMMMP�% - � KPIIIIIIIIIIIIIIIIIIIIIIIIIIII� . : - I .� 1 i . - _____ .........- ..... .............. - - 7IIII"I"I"I"I", ,-� - .- ........... , ...................... .... �-: .. ... .............................-.-.,.-.-...-.-.-.-..-........,.� ... �..:..-......-.........�.....,.......-.-..--..-,��.....m , � _� .. �.. .�. ........ .. ..... .... X-I .... .......... � ....... � .... � ... � ....... - =. I I -.=.%1.%..,: - : : .1-1....1.1".., ............................ I .................. .... -7 l.- ... ...... � ........... � ........... � ....... - ............ --I ... . ............ .-I.I....-I.., .............................. j ... - . . . - . . .... . . �, .'. - -.". +�. -i -'I - ----.-...- _..... - .... � .... .. .......... - ". - .� . .... ; .................. : .. . ...... ... .. .;� ... .... ;��,.., ...... - .... _ -.7.7 11. ..., . .1 ...... I .............................. _. " - - -..- - ...... .................................... � .......... � ........................................... � .......................... - . . ."....-l- ... ................. � ....................... ... � I � I .'.'�'�,:�'�'�'�'��'�-..'.'..-..'."---'--- ... ........... � .... L .......... � ...... � ........... ...... ............ � ... � ...................................................... ............. ............ I- ................ .�_� ..... +.-I+---- ... I 11-1- +11.... +11+ .... � 7;-;.X ...... � � I N_--,� ........ _.. ... L .... � .... .... � :,---.-.��,-��3 .,,.��ii��i:i:��,+�-.,�-�,."--;....,.�i:i��i",�'�'�",,�%��%� ,�'j .......... ... L .............................. .............. � .............. � .............. . ....... ...... � ...... � ....... .:5.�-I_k,-I. ....... -.11.1 ....... � ....... ,."." ............. * ... , I .12__ . . . . . ...... � ....... ........ ..................... ... I ... ....... � r,=1- ...... * .... **'*'** -W-I �*W ... I- � - - - I = : I `=...Z.- ...... '.. _ .... ___._ �:Z.�. -I �::.I � ... � .............. � ............................... � ............... ......- ....... � .......... -,.. .- '.." �-�-".:�.+.:.:::::::::.::::::,:,.*..,:�'.'..-'.-,'.-,'.-:.-"::::::::.:::::::'*"* ................. * .................................................. ... *** ...... * ............. *"*"* ......... ", ......... * ...... * ........ * ................... -.1 ....... 11 .................................................................... ..1..._.1 ...... 1..1'I1.._..'.1.. I.- , . . , = .......................................... . _ � ...... :. -.-.-.. 11--, - -----.-.. .......................... ; .... : _. .. . w�".I - ......... -.-.-"-.-.-.-.-.-.-.-.-..-�-��%t�-� ...... ......... ... __ ....................... , f 1 � - . - .. = .... I ....... 111. 11._...1 ....... � .... - ......... -.1.11 ............................... � .......... - �."�%".*.'.��*.*".�*�*11"+�++*�,� 11�� I ........ ;..... .......% *��.�, �.."'�.-' = .--) ........... I .............. .... . � .... � .... � ......................... I.,I .... X.-.-�,.-.".,;.,+-,��-L.-;.%".",�,-."":%,�,�..�-",.,-', - .= - - __ --- - - ............................... %,.,;.,. ."..I. -I ........ , ......... m ..... .... .. ... + . . .... - - - Z;_ .7-= , . . ., - : ��i;��".-� � �11� :� ------ 1:_ .................................. __; I.I.-I . ..... 11 ......... � ........ I- .......... .... I .......... - ...... :�,�, - - � .� , - �:�. '.,.'.%-.'.%-.-.-.,+.-.--.-.-.-.-.-.-. - ,��--.'-]. -,+'+.--.--,.�� ...................................... ........ � ................. ............. ............. � ........... L ....................... . .. . .-..�. .- 7. .....1.1 .... ........................................ ............................. 11...� ... ...... .'.7 ....... .'.' � , , "" , . ..., . . ..... . ... :::. . �,.'��.�;.-��;�.-;�.��.�,�,,,','.'.'..;q ....... ................ m.-.m.m..m ... � ................. � ....... � ..... � .... : '..' � ........ ................... .... i � ........ I ......................................... ....., ...... � ......................................... � ....................... .._: t ................... L ........................ I ........... ....... 1+.11 ..... - ................ 1-1-1.1 ........... __ .- I. ------- � .... --.-I..... I= . .... 6 ......... -_. _:_::_;_,,L,..�.,,-�,--.-,'�".,:i:],�':�:�:]:�-.,..*..-..-'�,�tt*-,.*.,.,*,.,*"', * ... *"*-"* .................................... .................... * ........................... * ................ * ................... �'.' .... .... . . =. .". ._:_. _ ..,�:--,�: - -2.-.". . + . . . . . I . . . . . - . I . . . . . - ....j . .. .'.'.'.'.1.. � i I ..... I [:�-,.'-,'--�'.7.�.'ii'.".'i.-.'�'.�-."��:� 1: ; w I . . ......................... .......... ! ... I-- .... IV-11........_... . . ..................... ......... I ......... ......... T . .... .. ... - - 1. , " '� ... � � ................... .'I- . - ... � ... � .............. � ........................ -1-1-1- ...... ... .. ."I � . ... I . . . - 11%*21�1�%IIIIWII �,,- =M; ; � = .-I � . .. . . . .. .. I . ... -I .......... ..... M . *.*.*.,.,. :.'.�...'.....=%= . � H 71 :"", I ___] L-1 ............. * ..... .... ... '� ....... ...... ...... .. . . ......... """"' .................... ........ ` .......... " .... * .... "'I"I", ......................................... * .... * ...... ...... * .... * ....................... I R .-,-.,�,�:'�..��,.�*,]-.,.�,-,i�i��;i��...:,;.�,.-.",,..: � � i : � i � : ................... �"� ........... �"'""""""'�"""""""""� ......... � ....... .. . ............... * .... .... * ...... * .... * ................................. .... ... . "I'l""I'll""21-+.,.,-,-,-,-,.,- 11-11.1-11.1-1-111-1-11-1 ,-*,-,+.,-, . .. .... I--.-.,.-,.-,--,.-. 1-1-1-1-1---l-l' , '17.,-, .... tk. - Mm.. . . =. -� ------- .-.-.. . - - ... � .... � ... '.' ...- ....... � I .-MEEME...- ......... � - � 4 ...... � ... ......... . ..... L .... 4 ... . ......... ..... I ......... . .. ... V.1.1.111.111.= III . -'-'-7-'- '.1- ........ - ........... � ............ � ....... m ............ q..� ......... I- ............ � ............ - .!�� ... �----�.--.�.t�..,--.--.------.---.-+"-,: � I � ; % __ - - - NIL: L . I . ...., " 9 9 I -...,,-.,..."-.L.-,.-.1-11.1--l...-....----.-,..-.-..,..,----,�l.....-----.---.-.-.--..-.,..--.--,..,---.--..-,-.-."-.-...---.----.---,-..-.--l.--.�-.l-.-......--.-.-.,---....---.,--.-.,--..-*..-,-.-.*-...+.-,-+-..L-...-Ill-ll--11--.�-.-....,--.,-*-..-,--..I...-/-.-.-..-.,...-.--l"..--.'--.+."*'-..."*,'-..'."'- . - .- fN q __ - �4 g g ItA ka m ........ � 23400 HWY 99 . V" L" � = _j = = _j = _j - --.-.-...--I - i I (=) -IIIIIII- EDMONDS, WA, 98026 _j S. I Co C) --I I (::) �_ - L-IIII.I. O_ I F 0- = -I -1 IL = _j I CL F-I 0 1 CO -IIIII_ LID 0 CO --Z ED 0 = T_ �_ � 17- o 1 a_ Ir- I— I 0L. �_ I I �O i - - T_ co __IIIIII. i qr- 0 T- o 1 a_ STAMP TABLE 705.8 MAXIMUM AREA OF T_ �_ TABLE 705.8 MAXIMUM AREA OF V_ F_ TABLE 705.8 MAXIMUM AREA OF ;__ 0 TABLE 705.8 MAXIMUM AREA OF i I WALL OPENINGS BASED ON FIRE I � WALL OPENINGS BASED ON FIRE � 1 WALL OPENINGS BASED ON FIRE T__ �_ WALL OPENINGS BASED ON FIRE � I -II.-IIIIIIIIIIIIIIIIIIIIIIIIII� I SEPARATION DISTANCE � %J - - SEPARATION DISTANCE - - - - - - - - I - - - - - - - - - I SEPARATION DISTANCE - - - - - - . - - - - - - SEPARATION DISTANCE - - - - - _jN - - - - - - - - - - - 1 6181 REGISTERED - - - -\,I- - - - - - - - - - IN -\,-- - - - f �K_ - \,- - - J\ 15'.01' TO LESS THAN 20'-O" FROM PIL PROPERTY LINE, TYP 10'-O" TO LESS THAN 15'I FROM PIL . 15'I TO LESS THAN 20 0" FROM P/L PROPERTY LINE, TYP 10'-O" TO LESS THAN IT-O" FROM P/L PROPERTY LINE, TYP ARC T UNPROTECTED, SPRINKLERED (UP, S) = UNPROTECTED, SPRINKLERED (UP, S) = A'1D1 . , SPRINKLERED (UP, S) = NKLERED (UP, S) = . 1_1_V__7;r00111 ,-.- 75% OPENINGS ALLOWED 45% OPENINGS ALLOWED 75% OPENINGS ALLOWED 45% OPENINGS ALLOWED , G005 11 . . LES S STATE OF WASHINGTON 2 FIRE . ION - WEST END ENLARGED PLAN . 3/3211 = 1 1.011 __-I I �,,_--__�� . _�_�.. ..,__.__� .,.�, ---.- .,.______'1 _�.__._.____,. . ___ - _,___1 I.1___,_.. "_____" .---- ___� 1__�,� ____�. "---.---. ._1____, .------- . . . I I . I 1. I . . . . . , I , . . I . . I . . , . . . I . . � . 04 ^ .,�. ". !p" ..'� I 11. '. /13 I � . ..., 4 . , .1 &-% I\ :11 -1 .1� 11 . .. r. 1. ' .. I., # I_ . � ;I. 111 . I � .. 11-1 � :,..� ; I . 11 . ..� . . I� f"I � � i 1: An .1 w 0; I I I I � � i : � . : � 11 � . I . ; ! : � : : I � I . I r � � � 1 ! i � r � T : �. ` � . L � � I � � � .: i � I i � 11 ql � I � � I � � L . I . I :1, 10 " *1 Al.j .. I - 0 Z�, : 13 ) I� I z . - : � I I ; %, .11 U �. I� 1. . 8 .1, �, 7 . I. . , 3 , Iq : 0 ; %. 2 : , I p . 1, I � . �, . I " � , , � . . . I . �1 � , I . . , . I I . KEY PLAN I I .� . . , I . . . . , . . . I , � . I � I . I . � --�. -, ___ .. --_ 1, '. --- "_ �_ - -1. - I __ � .,� �� - '. ., I �. . , .. -_ 11 I .. ,� - "_ -, -!f::� . - _,� __ - l I ,.,., I.- ." .- - _ � -.,- __. _11, _____" .___1 _.- "... - - _.. - -1 __ I- .- __ .- I - - ____ - �_.__ __ -, - �. ___ � - _, __ '. � " . � - - , '. " ... , - --' ---- �� I-L _� -_ M. ___, -, ____-- .- 1, .___''�_ ,_ ___, . ,-, -, _____ �-- --- . I I 1. .. , , I " , � I . I - I . . I � 1, .. I 1. I . . I . , . , . - . . I , I . .. . I I C 1 F-I% : C Il /I � .1 n � c 'A 9, 11"I"I .1 .,P% " :. .. �, 1. I. I 1� . .. .� �#,Ikl% 9 ,,I . q 11 : .. e"% % l,' I ! 1101I ; ! C,O! . l � 01 #1 " � � i : ; U r-, If, zz � ; i! !, i ; . .; .� .; � I ! � : � � : : � : ! I � . . . �. . % .� ; ; : � II 0 C 8 " CLI ` �' U` 3 " 1%.,7 1;. . I :c I r , . 'c I 0 k'......; I 1. U U�j " .. c 7 e . I . � . B . . � D 0 t-,#"` tJ . . I . . I . . . . , . , . . I I . . . 1-------, �.�_____� __ - "__ - -, - .I------- _,___�'. �'�_____, . �.___" I 1_. I III, -,,, -�,� �' I.- 1. .�.,., .�___". ___ ___1 . - . . . : . . . A : C . I oel E . . I 10'- 15'= 45% OPENINGS I . . 10'- 15'= 45% OPENINGS ALLOWED . 1z . �_e 1� oe - - . /'I ;� II � I A 10'- 151 = 45% OPENINGS ALL WED 1 0'- 15'= 45% OPENINGS ALLOWED 15'- 20'_ 75% OPENINGS ALLOWED I ! I i \ 230 S.F. TOTAL AREA (PER LEVEL) 290.31 S.F. TOTAL AREA (PER LEVEL) 655.60 S.F. TOTAL AREA (PER LEVEL). 493 S.F. TOTAL AREA (PER LEVEL) . 337 S.F. TOTAL AREA (PER LEVEL) i 1, I I . . 230 S.F. x.45 = 103.5 S.F. UNPROTECTED 290-31 S.F. x.45 = 130.64 S.F. � 655.60 S.F. x.45 = 299.52 S.F. 493 S.F. x.45 =,221.85 S.F. 337 S.F. x.75 = 252.75 S.F. . OPENING (PER LEVEL) UNPROTECTED OPENING (PER LEVEL) OPENING (PER LEVEL) - UNPROTECTED OPENING (PER LEVEL) � . . - UNPROTECTED OPENING (PER LEVEL) I . . ' I . � 7 82.50 GLAZING TOTAL AREA - F'100.50 GLAZING TOTAL AREA -;- 184.50 GLAZING TOTAL AREA �� . �\-- 148.50 GLAZING TOTAL AREA --� . F- 82-50 GLAZING TOTAL AREA 7 , / . 7 . '�� . . . : -1 I I I p . / \ : � . . I I :, ,,,,,,,,,,�A , . , . . I : : III lig ;;:!!;;;;;; ill; jilljllllllllllllllll111111111m;;il;!I li 1; I slli: iiiiii; ! . moon ::I ; : I �\� : I . . . - I I , \ . j�\ , / I - . 1-011 somm! 151 I . . . . 61 - Off 91.011 91-01 .. .. . I � . I 91.011 - - 1 . - . I . i - � � � . . 482 .911 . M . . If I .0 II / \ - � . M \.. � M __ . = / . : . . . CID = (D . .11, > �11 I . 1 3 � a ___ � . / , . . - 'ik' rIPL-IIII-ri4�IA 11 ' / - : E I \ I - CD 11 ; - .. 4- En L0 .. LO LI-D I \ ED I I . ! =Ikah&IIIIIIIIIIIIII� == . �_ 1\ . . ==F_1 \ __j . 1= . � r . � 0 . I . I 0 0 . 0 . ., - . __�!�� I � . I ___F__ . �. . 1. 1- . � . ________� �, �. . - Level R5 9_�`N 0 of 9 O� I X. , h Z 1. , I I , . . %J :rl� x / _x_Ax__. . . ,_;� \ ,�\,/^ �, 11.1 1-1 I..",, 1,`�, \/ \/ \/ �/ j k . I \ /11 /\ r/\ /1\ /l\ /l% / I -,\/\/\/ kA--Z ./\ ^ a 1/11, ^ ^ . . . . - I "\/ -N . r�1 Ll . = / ; . LANNING (0 /� : \ : . w . I . . >�\ : . - I , I'\ � r .. \ � : <-- . . 11 I = - :. a >T< ,�, �\l / . I El 11 -11 . !!- ; \ nx SA 3 9 . I tei .. - _. .. . I I . .. I.. . :__ - Level R4 A_`%� r E; ;I sm 4621 ....., 911 . . . . I . ! __11 . � : F . . 1-11 . : I . : I : � . I _J � � . . / � \ � : . i < . l �, � + ! (__ -I .� ! . : i I . . ..... __ - __ +_ 1� L-11 . � � -I !!!! +_ I i : � . - - . . . I : 1I.l. I . iiIIII, I . = .Ill. l..1l..lII.1l.f I . .......... ::: ...l 11111A1.1jili --- . � I . T] � Ilill I 141111LI .11 . . I .. I.. .. � - - _�� lILI I llkillill�pl - - . Hiii eve a qr 1.� I� .... �� I . I I 11 I ,I IlIllf : . I N . . . - 11E] ]EI . . IIIUE11-1-1�, []F T F---jrI :]= --- = F__ ISSUED FOR: DATE: I .. . 11 rld,A�Xljllk� 14 .. - ,... E __ - __ - - - � -.--. I - - Level R &'11) P I . ... . � IIII., IIIII-l.111 . 4421.911 BUILDING PERMIT INTAKE 12.18.18 .. , . \ � I . . . ; // . I I I : I . . i . . / . . I �. : . : BUILDING PERMIT INTAKE 2 02.07.19 . : . . I -I ; . � � 4__ � : .Foln2 - _:��__� 2 __4 2 . / 4___ � -I 100111 1 14 1 11151SIMMMIMMM I lil I ill I k 11 . . .... � I 1111 I Ill I ill I . � I ill I - ill f[IOMMAIMIRIAM I Ill I i Ill I I I I . I ill I - 15 I ! 11119911NIMMIffifffionwal � I 1�=�wmmm' 1: SWEEMEENEDBEgmi - I Ill I . SL�l -I.: I I . 1az;;__ R=�__ ! 1 I . I. . .11, . I[::::;= ; � BP CORRECTION #1 . - : I I ==;== ......J ! � I I - I I 'I I "r I- I I I : - I I I I -.- ;J � Level R1 &) . io�7 � Zt 05.22.19 1_:_�_.�_ 1�� I I 11 1 '7� i - I I . . I I i I I � I I � � - - - I : . - - - ---. . - I I _.1. _.. . ..__.._._.j1I�Im_1. I � I I I 11 _,� �, ... p -.--- - - - . - I ________ - . I -_ -_ I � . I . . . .. . . . : . I I -I ; � I - BP CORRECTION #2 a 08.01.1 9 ill. 0- - 1._..__:. 1.11 _....._.. .....- --- 1. - - - ...... _.... - _... .- .-.-.-,-.---,--- � . . ; : . : - .. . , . j I - � : I of - - I . � I . : I � . 9 .: : . � 1. ; . . .. . : � . : . ]I . I . , ., , . � . - - - . . - - I ;. . - � - . - 432 . 11 . .1 . I . . . . , , I ! � . . . i . . . . l - - � . . I - - . - - . . . � - - ._: � . . . r I . : .. I I - ; I . , . . 1. . � I � : . . ! . . , � . . . I . . . . . - . ; . . . : I , .,I , _ - � � . - - . . I . BP CORRECTION #3 1 . , .. � � - . . . � � ; . ! / I I . . I . � - ; � - - . . I - A3 11.14.19 . - .. . . �� .� . . - . . : ! : i I I � I . . . . I... I .1 I I � - . Ili . ; . � - . i � I I ; � : . I - _! - - - - - - . � 1, : : : . . . � -1 . - ; . . - . - , - ; . I . I � j ; . I . i I I i ; ; . . . ; I i � � . l "I i I I . . ' ' i .. . I I - . . : . - . . I I _� i : . . I . - - . .. . t I I . . , 1. : : � i I '' : . I . . -.- I . - , . 100.50 GLAZING TOTAL AREA - . � : - i 202.50'GLAZING TOTAL AR � I � - : - I I .- - 100.50 GLAZING TOTALIAREA - - . � I . I I .. I . . . : EA / _ j � � . . . I . . . . .1 I. � .: I ,� . .j . - . I I- ; I I I : : I .. � .. I - , -1 - . . - - . - . I . . � I . Ij i 1 1 . _.. � : 1. I ...11, I ..... IIIIIIIIIIIII I . - _. 1: ! .. : . �.. � - l. . . I . � i 6 I : I ; :1 I . 111111111111111111111ill ...... IIIIIIIIIIIII � . , , - .. ; : . : . . :- - - - . ......................_ I - , � : . � ! . � ! i I I - I . -i . . � I I ; I I : ; ll...... ... 1,1111111111,111�� I . � . - I - 4� . .. .� . : - . . I I I L . . � ! I � . . � ! , 1111111lll,,lll,lllllll� : : . I . , - i . ....___� . . - . 7 , � I . . . 010NA.-If"k.rm. or A . 11 IIIIIIIIIIIIINNEEPWOPMON"I'MI - � I . . . . . 290.3.1 S.F. TOTAL AREA (PER LEVELV - . � �11 I I .- �- 14 4.41 0XIII L.. J_I ER -LEVEL. I ...... I'I : . 337 S.F. TOTAL AREA (PER LEVEL) . : . I . _ 6 ' . . I - 1 1 . . - ; � - . I , . i I - I I ! I � . � I I I I . l 1 ! . ; I M - - _ I . . . . � . . . . .: . . ; -,� .- A . - � I.- I I . i - 1�_ . : 1 337 S.F. x .75 = 252.75 S.F. �� 11 , 7 290.31S.F. x.45 = 130-64 S.F.,. 1_! I 1 -493.21 S. L�22". Level P2 & .-...-... 1i I . I . . . . . . - I . � I . . .� I . - ; 6 . I � . I - . - . I - -------- . � � .. . . --- . -0 ------- "'I"I"'............" . --- - - - , I - . - -I - . . - - - I I _��ffl . I - - i- I . � . --OPENING-(PER-LEVEL)-- - - - � . . . � - - .. - I 1: . I . . . . NPROTECTED OPENING'(PER LEVEL) 1 : . UNPROTECTED OPENING (PER LEVEL) 1.3 1 . - UNPROTECTED . I 1 - - I . - - - - - - . , : It I j . i I . 11 ...... &-----"P""O,mmp,"omo,mm,loo"I"I"I"I'�`� . ; � I I I . I . . I IIIIIIIIIIIIIIIIIIIIIIIIIIIIII� � - � I- - I . - . - .- - . . . -.- . -1 . i " I . �. . � i ! . .; . . . 421 . 11 I I I I i -, . 11 . . L - 1, _! i- �_ - I.. . . - ! � i . . . � � , I I '' ! �, I 111111111111''1111 : � ; ; . . I ; : . i I I ; I . . i : � : . : � . . : . ! : � ! I . . ; I . . : . I ! I : � : : : � ! � . . I : . . I . . . : : . ; : : � . I I : ! . : . . - : . . .. ION - NORTH ELEVATION . . - . 3 It 1.011 : 3/32 = 1 : I ; . ! . - 201-711 . 651-611 : 33'- 8 1/2" : I z I- : . - ___ - . . / / 29'- 0 1/2" _/ . . . 491-311 L "I APPROVAL BY: . . A / - Z_ . c V 6 E . I.. . _�, . ;00 I i . . . . .Orl . . UNIT DIS 11 ...... I . . . . I ,(+)� .'.'.'...--,-.;.-.._. .... Oil DRAWN BY: LB MA AZ AW i .... i 1�! . .. �_j . ",'W�' 1 ' . I� . ....1-11111.1-1-I! I-- I . I. - .1 = I w II . i � ! . li . . . .. �[ � !� ' -) UNIT B1 � " ; .-- 3M 41�_�7i I : = i I - 71.' --- - 15 1 T I �� I 1-11 B _:__ = � . i �� I D . � �._u L! � ; -:Ili,,, . I U-) EF I :91 71 . n � � M UNIT 132 IiI-1 i UNIT C1 UNIT C1 . I UNIT C1 -F 1: 1 ;�41 1 I , . . :1 . - .-I ! - . I ;! 4 1 J_ = 4 -: . .. � . 3rd I I UNIT 131 . I UNIT D 1�p IL_� UNIT 131 1. I .. ......."I . Ar ! . = � - k � ",:-_� � = ,:1 I- .. I CHECKED BY: LB ''. : it..... . II LL � 1� I � - � - � --- 4100gligiogig ... ; - I . 11L:!�_? .- .... .... ... I TO P/L ` �7��LIII - ... W. ". . ; . 4.hf. a . -..--- ;I . = l .'�1:11,�.;,..".�,;.,.,L,�.,;�.,.,;,;��;��.-I'�z�;��.;��:;.-........:....��. - ,lN.m..; ... m;;m�qm.�,� .............. � . � - , . . . ". . . . zx- ................. .... : . :,� .W., _� ; __ ` � 1-11-11111-111- ........ .11, . ,., :. ....................... � .......................... � .... � ............... ......... 1".."". � ".,.%;."....,.,:":.,."".��-.1�l-.�- .. ... I., .. . I - C .=� _�__ -- . I E w 11 I I - % 1.1".141.1 ... '7.7: . . .. ... .... ...................... ........... �-....-.- I L I w . I - �-.-�-.1�-.�.-.-.-.-.-.-.-.-.-.-,-.-.-.�.-.�.-.-.-�-.-.-.'.'.'.'.".'.'.',.,.,."..t"*.'.*'.'.'.*..,�t"�,*�,�'."�,,,.,-,.,.,.,�;�,�,�,.,.,".",.,"�:.",."�"..:z ........ .. � ,...,.v..,.-,.,.-,.-,..,�, � 1. ..... I......... .... I ...... . II � � I _..s..�_.]� 4-! _,��.._.�. .................... "".,.,."".;.",;.,;,;".,;;;"..,.......-...-...-.-..--�.--�.--.-.- --..- I., ........... I ....... I. - �� w � P _9 I. . -R-rA - -------------- 1=� - .... l. 14 A . W "' = M -= ... = I 11 ; I 1�1 S& III - 1�iq - J op"Mm"I"I"I`9 #r7-I n .... III ................. I = � n - ............. ................ .. , , ........I � -, - - .. ....... . .. .... .... - ... � .... ................. ....... � ... 11-11-1 ...... I.I�.7..'.'.'�.,;.,�;�'��."'.'�: _.�. � = .......... 1- ..... ,."" .."'..I... ......... .......................'.. �_-, 1.11 11-1111,1111 : " ....'.". .... .. .. 'I�,�.,�...................�....: . 11 � I .. 7I.I ...... - `�.M --,-�"-"��-......................�.........� ...................... � ........ ...".I... -I.. W=7 11.11111.1.1..",."""",.,."12.*.,.,.,,.,"'I ,�L__ - .. ........ ......- .......................................................................... . . �: 1. . � �z r- A7.11 ..........� .......................... -�� - --'-'-.*----�. J., , -. = = .1 .. ............................................................. � .................................................... � ............... .... .................................. ..1.11.1--1 ... 111-1 1 .... ........ ....... L ......... 1 ...... I—. . , ..'........... - - . ',�"WI ........................ � L77�__ , _N In 0--w K F� . . I. . ; �---I -'-'..'-'-��.'-.--.�. �.']�.�� ............. . T ............ . - , .�A.Aj_____... .....".1.1 :-::,:-:�:.:-":�,.:..,.,.:.,.,:...,...-..�l� ,J,�--.'--.--,. 1--Ji ........................................................................................................... ............. � ....... ................. . -.1-1.1 ....... -.1-1.11 ............ .................... ....... ....................... � . ....... .. m ... � ..... - ............ ......... . . ..,llllll,l� ................... III . .. �,�.......................................,...,.,-",.�..,.,� ........................ ..........I I w ............................... - � .................... ......................... � ..... . __ " __ _. - I_- ..... __. - ..... � � ............................... � ... ......... . � ............. 11 ....................................................................... w r-_,_, a . � ....... � � ......... .. � .......................................................................... I ... � ... � ............ L=�% ... w= . � .................... � I . / 11% - �" "".:�;;'-;;.-.I .... .............. I.- . ....... 111. I. -1- I... ... 11 ....... ...1.1. ...: - ....... - - ____ - . I ... _1..1 .. ..... ... � .... ... � ...... - I ... I.. . ... 1� . . � I - I . 11 - I . . - I - I - . - I , I - . - I - I - �, - I - . - - - . - I - .....1.11 ...... I ... ...... I ......... . - . - . - . - . - I - . - . - . - . - . - L - . - . - . - . - . - . - . - . - ......................6 .......................... � .............. I.I.I.I�I.I.I.I.I.I.I.I.I.I.I.I.I.I.".".,. .".*.'.".'.'.".'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.,."".. - 1. - , - . E ... - ................ .� ................. .............. - .... = ". .'.'I."..'..' i I � 17.,:.7.'.. 1�=-Wl 11-11 ..... I...",." ... 11.1 ....... ...... 2 .:, �.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'�'.'. w .......................................... . . " a " ** N . 1 . � ........... L ................................... . . . .I ..........= .-I 5 I -�-.!.- - ....". , ,..7.,.I L . .... .. .... ..... - .. . I% .. ..... . . . . . . . . . . . . . . . . . . . . . � ..... �., .�1.'...`;..;.I ..., ...... ........... � .... � L .... L . .. ............... - =zt;;� L� � -.-._.._._.-..= I �=-.11*17.*1 ,.I..*, . .'. ... � . � ... z%'.-..1.'.'=.'.=L=... _;. - .:g., .............................. � ....... � ............ �._ ....... . ,....'.'.'�;,'.'.".'.'.'.'-',".,� � �...-I � .......... , .... =� =' � ... .." . I. - . , . - . - - - I. - . - I. - - - � - - - . - . . . - � - . - . - . . . - I. . . - . - . - . - .. - . . - - ..... .. . I I . .. F4 ...... ... . .. .... � .................... � .... ..... ... ....... I ...... ............ .. .11IL-IL111 I— 11.11-11 - ...... . .. I. ...... ................ ... . .... .__ __ ... ........ � .... � ................. . .... ........ L' ............ . �, ...... rnw - ,1�1,71 .....WWL...:�._.....:.�... =� "..-,.'...,.-.-..,-..,.-.-.,..- -� . I I 111.1+1I 1� ... ...... I .... .'. ..:�._:.�... _ � - ...... ... .4 94 N Al III ..:.,_.,.:.,...._. '.'.'.'.'....".'.". L.I ... 1. �Ittt ....................... - .... - ......... , ........ , ....................... 6 .......... 6 .................. .... � ... I ........................... " - ... - ... � .......... I ..... � ........... .'=- .W.,-'. ......... %%W�'- I ! = �-.-= ___ .... � ... __ ... ... � .......................... � ...... ...... 1 ........ � ..... - ........................................ I.-I-1.11 ..... 1.111- ................... I.I.- ................ .................................�..... .. - . I. . - . - . - . - . - . - . I. . - . - . I. . I. . - . - . - . - . - . - ................. .................. 6 ........... :.-'-::.-.-:.-,-.-:,�.I .. .. .'. _111 ......... .....= ................ � ....... I __ --.,.-.-.. . - . . . - . . .-..%L....-.-.-.-.-.-.-.-.-.�-.,.-.-.,�-.-.-.-.-.- _- ... I ................ ..... �..............,.;,.,...,..,..,.....�.........,.I .... . �_,_�, ....................... .. ...... :.� ................... - .. .. .. .. .. .. .. .. .. - - .. .. - - .. 11 .. � - � ...... . -.11 .... 1.11.__,_ ........... 1111.1. . '1�1.. *L'+ . � I + . � . � . . . . . I ....... � ..... . .... ...... � ..... "...... " _ ......... - I—- �-1 .... - - .W.= . ................................... ..., .... I ............... I ........ : �11-11=W-�II � . ,I * ....... .... "I - ........ .... .... � .... r ..... m....- .... ......... � ........................... .... 1.1-1 ... I ....... 1.,.,:� I— .... . = - .. . - ....... I . -1 ...... 11. -1-11.1'.. .... - 1_11.1....1 .... .... 11 ......... - ........... .....-I ... I ...... / ...... �`.-� ,E� ��i-.-,.,,.',,.�..'�.'�..','I�.�":,.,��,��.-.,.��i,�'.'��i��".: �!. �:� .-.-.-.-.-.-.-.- -_-;:..-.-.-.-.,:�,.,.-.= ........................................... ............ . . C4 .-W.I.- .._ I. I.*..*.-.*.`= I.,.7= I ....... . .'.'. ..". ..= _ ...... =-I ..... . I , - . . . . . ,:�=..Wz,;..;. � ... t...-It ......... ��,�m . . . . . . ��,I .... .... 2�,�,=w � ...... . - ...... .... , .......... I ........... ....... �.: .... � ................. .. ........... ..... I " " ... ...= . ........ ............. ... � ... 11- ...... .. .... � I , '....... : "'I"IIIIII. _j -.IA-=.-I .............................................. 1- ........ .= ........................ � ................ - .. I .... I .......................... I .... I ....... � ....... I . -I ............ - �-I .-I Im"It"I 111*1.11�1.1�,,�,,�t'll.1111.1�'.11,11.11 111_11= � .-�.-.-.-.-�-.-.-.-.�.-�-.-.-.-.-. .7.7.7 .......... � ...... � .. ....... .. ____ - 111.1.1.+�l.+",.,.,�.11,111+111.11:11,�,� '.1 �V. .�� '� ...., ................... � ....... - I= ...... .... -.1 . ...... .... - .I.I .............. I ........ " -,,-, -, ,,, +' " -"�'-'�%��'�"""*�"""�"+"'+""'+'%"+', . . ........ "'" " I'll ... I *1 ...'... .... .... ....... � .... I., ........ 111.... lr� : 1.� -._ I., ... I.. ,:,i:K:iiii�:�i.'.'��:T ............. -741 ... ............ � ....... : . 7� *.I. � * , I,. 6"+ - I 1*11 11 I ... ..... .. ....... ... ........ 'I"... W. � .1 ............. I ............ X`;; ". X.. .�"*,%',+.��",�"."..'.,.,.,�.,., �.i��i�]��iiii�,'-,-,-��:t�.-+."�...",, ,..-- � "', , " ..... , , ' ... * ..... .. � � . __��f,�..�.. � .... : , . ... .. .... I— ... .......... : .. .... - - .... .....IlM .............. ........ ......4t�tt........,..�-�...�....".t,�� ......................................................... - ..I =%wx- - . -.-.-.-;.-.-.-.-.-.-:��-.-:��%-..-.-�. - _ ___. - � . .......... � -.`.-.-.-.%W.I=1.-1:.-� . ... .. ...... . ..... ,.;.,..;. .." . . �= �= --'-;'-;'-' ....'.. -.,.,.-A,.,.,.,.,.,.,.-.,. -*-:�::*-:. `:::]:K:::`I _.. W., , ", * ......... . '-- . , _ ., , - -- --..- _��-.�� .-.-.-.-..�.-.-,.-.�.-..-.-.-,-��-.-.-.-.-.-,-.�.�.--�-��-��-�-1-1 ....... -.1-1 .*. 11.711 'I "' , " , �, I ��-' _�_ � .1.1 ., I. " .11I .1.1.1. . ....... L ... " , T_ _-I .......... . . . _ . i .,- - -,�*. ... i.��,."�.,!.�,.-,'�.".��*".��'�,.,.-..,�".�!,.��',*,*+.-".,*L--.,.-', .�` ..'�.'..',. . .1 1 ........... I ...... I-X=== ..... = ..... WIN'WAI ....... mi�;i. .. . . . � ...... ............. ............. ..;.I .............. � ....... 7. .F:�:::�.'. . .1.1.1.1.1.1.1. . :. + . , , , . , . . . . . . . . . �: .. .�..-. ......... ... ... ... - - .. . II I. -..."'I ......... ............ t.....""I I ..... .. . . .-I ......... 4. I = . . . . . . -._;.%'I .-I ..... �.�..�.� .... � .... 1. It'= .1-11-1111-I.It"I.I ."......'... .'..%-.I . 4��"; .....................................� .................. I.= , "' , , , , , . .. �� , ..= W.."1111 '.I ...... ".-I ...... . ` , , . , � , . , . , . , . , . , . , .,. - . .... - 1� � ...................................................................... � ................ ... ..."..'.." ............... I ............ 1 .......... ......... E ............. � ... A ....... :. .............. .... ... I .... .......... - ......... ..... ... ..... � ; .. .. ....... .. ... 1 ... 1 ...... 1 ....... , ....... 11- .......................................... � � ........... I ................... I.-H � ....... � . I . = ..'.7... ...... M .... ** .... 0. = .. ..................... - .............. '.. 11 �,� ��:= X, X. .'...'.'.7.'. . .= � ...... ...... � : ........ I .... = .. �.......�.....,...�.I...�.�,.:"..�.�:..................�............ �--'�--"-I �,�V,= ......... 4,%,"* .... .. .,;+.:.;_"_w. -I .11.1.1 111.1+1211+1_1111111 7. � I I------ ... 11.1. 11-11. I - - + . - I , . + . � . - I , III .......... I..., .... 111- ........ , � !. �.-_:.-.-�=..'. . .. .. ......... 11.11.1.1 ................ I .... I'll., ....... � .......... I .... .. .... � ............... 1.11 ........................ ..... � ..... .... .1 11 1* 111.1 11 11 :.,�*11.1.1+1.1.111.1.= - .... ................. ...";. dr. ;. 17. " .. "..... -11.1, .......... I .... I ....... I ....... I ....... I ...................... ... �, I, ,i�` , - -, . . ............... . M 0 IL '4 1.11.� I...,.,_., .;....��;�.�;:..;;..;."..�..��..+,..,....,.....,...�.. . . - .. - ..-. - ..,.,.,. - . - ".. - , - . - . . . I , - . I. . . . . . . � . . . . . . ;. . . . . � . . . . . . � . .z, . ;�. . �L . . � . . . . . . , . 1w. . . . . . . . ;;Z;:, , . . : . AW......... I..,= ... .." � .... I -.,.-A-.-�-�'.-=-.-.-.-A-.-�-.�-.-.,�-.-=-.-.-.�-.-A�%,.-�-�-.-A-.-A-�.-�-A�t��.�t-.-..-.�.I.-�l.-.-,-.-.-.-.-.-.-.-.��.-�.- ......-........_.I .................................. Q .......... � ............ m ........ - - .., -,,�, - .. .,.,! -.' -,.]Tf��*S �]��i",-]� "'. ..'.., ,*,-�,�;�� -� -,--�- - .....W.11_11L.,...._�:... ...... � ..... I.....- .............. � ................ I—. .1. 1.1.1-111 ... -1 11.1 11-1. ........ ....... I .... I ....... � .... ............. , ................. I-I.I.- ..... 4 ... I ....... ... I7 II .... ....................... .......... . �,,-_ -,.-*M.�,--�.' ..* ., . 1 �, .,."" �,:""�,','-i�", ._A�zl.� ........ � .......... � ............... ...... L ...................... 1. - ,+W... ..= .... ............... .. ....... .......... - A ............ . .... ........................................... 11 "I ............ I ............ � ............... ........................... *1 � * .1.1 : .,.._,.I .==....%, : � ... . ...... ,"'L .... L .... ..................................... I .......................... � ............... � . =V�`IVI . ... .. . . . . , ....... .. ..................... ...'.......'.., ......... ...... = ............. !. , , -_ . . � . ................ � ............................ � ....................... I'll .1 ... ... I..... . . __, .......... .1. .. . - . - . - . - . - . - . - I - .. - . - . - . - I - . - . - . - . - .. - ......... - . . .. - . . . . . . . . � . . . . . . - . . . - . . . . . . . - . . . - . . . . � . . - . - . - . . I . � - I - . . . . � - . . , . . - . . + . . - . . . . - . - . . . . � , � - . , , , . - . , � , . , . . . . � , . , . . . . . , . , . "'.., ........ ". - ". . . . . . . . . . . . . . . . I lz�;.; ........... 1 .......................... ...I .11 , -:1* .-I " , " .. ,I ... I ............ � .......................................................... ............ � .... .......... I ...... I ... 11-1-1.1 ... +., ... I.--l...-I.- ..... ........ .... � ... � � ........................ . ............... .1.1 II I.I., ..... III , -�� "�_,""1111 .................................... ........... - .. ............ ...... � .......................... � . ............... � ...... . ..I ..,... ...., . -.7.7-7 ..... - 171 '... - .......................... I ... .... .. � � =.'EI -I -'-','.. -, .................... !!�-:-.X-:-.,:-I .r.- ,.:.:.:�.:"..:.:".,.,�.,.,-,,,.*--'.'; I _-I 17 .1 ... .. ...... ....... ...- ........... I ...... I I. .................... I ....... ....... I ....... .. ...... .. ......... ... ...... 0 , , FIRE SEPARATION ... - .... I .... I. I ... I ... - ` I. . I. ... - IW . . . . . . I ... ............ � ... 11.1-- 1 ... ..." ... "I .......... � ............... . I. t -.-..I. ......... � ....... ............. � .......... ... .� I.. --.-.-.-.-.-..-...I ......... ... ............. Wl'.**.""6"..-...�l..�.-...�..,io",.�-,-.-.-,-..-.-.-.--------------..... .............. . . .... I. ...... . .-n- ........ .................. - .... � ....... L .... ............�L.+.,.�.-...-.-L-.I=-..:..+..-..+-..-.-".,.:.-,.:.."�.��,-,.",.�- . - -.,-: �� ,�`I .1.1.1-1.1.1.1.11 ........ ......... . 6..�l.........I.....I.�..t�.�....�,��,�..�........�.... VIIIII` I .*.W.1.1.1 0 ............. . .......... t . . . ............6.........L.................�..L.%.�..I..�. ... L.. " �� .. ...... -,.....I :�-^-�.-.-.-.-.-.-.-.-.-.-.-.-.-,-.-.-.-�-��.-.-.-. '.'.'.'."*.'.'.'.'.'.'.'.'.'.'.,.'�'.'."'.'.'.'.'.'.'.'.'.'.'.'.'.'....�L �. .t� . . . . . . . . . .. . . . .. .. 7`1�11..'.=V ..-I= � ��-2 .,It�,�,t%,. "" -'W,t�� ,;.I �I . ... .. ............. .......... ---------------------- ... I .................................... ......... Ir. - T .* ��,:, -.' -�:] --,� "", , -, -, -, -, - . ... . . . - - - ... - - , - --- ............................. . .-I ......... ................. r.... ...... - M:7.1.1.71 *1.I1.'.I*.11 � � � ] � � ] ��.,-]]��i.-`.:L. 'I .-. -.�:�;--,�::'. .". �-`*' ", .,',-,' ." .-' "", ." `,�, . ;_ �_ 'II - I. '..".. . . U .... . � L..... 7.7 '�'...�..'�"�l=-.'.'�,.,.,...,.,:.,�'�'�'�'.'.'.'��-�'..�'.'�-�l.'...-.-�-�,�'A�'.1 .11.-WI 1=11�'ll""I"....�11.11.1111.11+11�-,-.-- ...................... ........... . :.I...'....."... +. . ..-.-.....f:-,.,.-:-,.-AlIl1lIlIl� .......... . � .... � � ... L�'-'_'_'7'-- _' .'-'.'-'-�.'-'-,.�-�-.-�-��--.�-.---,--,,�-�--,,-+.-,�-+.-,+,- *tY."". I LLL . L . " . .. .... � ................. � ............ ... . " '"' L .. "I - :..-.'.7,�, ..... .... . %,�,.%1. . '. : . . � . I .... 11 ....... �.I...............��'..;.'�;....;..,',...,.,..- - - X. - - � ...... . .q ....... I ...................... ................ .. .. - '..'..'W 1 6 ..�,l�..�................;....:...;�.... ...... �, �� ..I . :,.. �7..'.'. I � W.. . .... 1.1--l- .... ... . . ........................... I ... . ....... . ... .... .. ....................................... I ......... .............. .� . _... ".1.11.1-- - .................................................... � ... ........ 1-1,11.1 ...... .... ... .. . .... . ..: � ............................ ..................... 11 �,:.,.,.,.,.,. ......................, ..................� .. ............................................................... � .... � ....... "I'll "I I'll, --,'"'I'll'', - ......... ................. . �=, I II I I W., 1. 11 1. ...... � ................ .... ............................... . -.1 ..... � ....... - - ........ I—— I. - , , , " -�--.I .................... � ............ � .................. � ..... ... :.,::. '. " � W.I....., ... I— .... - .... 1-1- .......... I . .... ... - .......... ... - ... .. 1.11 11 I- ........................ 11 .......... ......... , %,�I.W�I: ,�v.,x'w,:.:..,.w - � _ : .......... .... 1. '�'.. . .Iw...-I ............................ ______ ..... .. .... - . - . - �. - . - .� - . - . - . - . - � - . � . - . - . - . - . - �. - ... ............. � .......... 11 ----,-------------- -----,------'-�,,-��','-'-.� ............ - +.W1..% - Ia%+4� -% - * , �i�, ,�� .1. . � . ....... .. -,�, - ....... ....... .... .. I—- I ...... 1.1111.1.1 ................ ..... � . ........ .. ... , " T_ . I . . . . . . ... . . - . I . . . . . . . I � I . � . - . - . � . - . � . - . I . . . - . I . . . I . I . - . I � ......... :;;,. . �=. . , . ;. . . . .� __ � . =Im L A . ..... _,.1.-1-...... ....... * ... .. , � , , :� ',:.' '�`�,:%`I ..... - .............. I ............... : W-W 71.11"........ N.V , '....: ,gI '.= - - ... ....." ........ I .. 1� - , * 'i--.-,ii:i8�:.,-",. -",;:" .. .. � - .... ......... 11.11. --�- -i- - -- -, -i- -I....... "..-.1.- ....... , ... .**.,.,..,..I 11 �:......'. '. -,�--'.��11-.�;-.-' . - . , . L ....... ... � ...................... � ... ......... . . . . . . V. - � T_ ...................... f-II ......... L. .. - � .... ;X�X;; ................ � .... ..... ..................... � ................ � ... ... �'. .0,+ ....., :_-;; �i�"....'�".,.�illi��i,.,.�,�,.-,�,-,.- I, . 1.�_�;" - . I.".,.,.".,.*.*.,..,...."".,.,.,'I I 11 "I I I . I ... . -,��,�=;., I... " ."'.... "', .. 1. 1. � I ............ .11- ...... 11 .................. � I ....... ....... ;.11.z1..I1..1 ....... 11111-1-- .......... - ...... � .......... ..W_ . �;.I . , ........... � .............. .....- ...... ... ........ � .. .... � .... + ++ ., .......... � 1. .... � . . . . . . . . I, - I -1-1.1- ... . ... � .................................. ..................................... � .... � ...... � .................. � .................... � ......................... - ___ ........ __. ....... L "' � I-I.I.-I........l ...... :1,+i ............... ... . .... .. - ....... 1-111-1- ....... � .... .... .................. � ............................. ....................................... - � ... � ......... � ...... � .............. ......... � .................................. ""' ............ ... � , . ........ .... -.11.111-11- ... � ....... � ... ............. � ..'== .......... I..., .:.z..'.'_.'. �I 111.1 � ." ..... : : 1 _�%,." .. . .. .....�.....-.............-.....-..�..-.I.-�..6...-. � ......... L ..... .-� . %..'.'�'.'�'.6�.1..._.-...-.-. �....L-..,-.-..,.�-.-..;.-;��,��..,-,-.-... - , ........ I— - ....... I.."."."., ..... .....,.'.'.'.'.'.,.'.'.,.'.'.'.'.,.'.'.'.'.'.'.'.'.'.'.'.'.'.'.......��...�.�� .............. .................................... ... .. .. =w �,.� I �..,...4.............._. ni�� - .... .... - '... .. .......................... � ....... . �t��.�'= " '� ............................... .............. � ........ � ... � ................ ........... I ............ ............ 11.. .......... I...., ....... I .... - . ................. , ................. , .............. ................... I- ................. - ... , ............. . -�%��-.��-.-=,.�..-.,.�.-.�-.-.-�-,-.-..-��-.-.-.-.-.-.-.-.-.-.-.-.-..-.-..-.-.-.-.-.-..-.-...--.,.--.- - I. CALC. ....... � ... � ................ � ..... .......................... ... * . ............................................... - - `," -I .. .... , "" 4, * ....... .. .......... L .... I ....... � .......... L ....... I .. . ............... 11 .......................... - ............................... I. � ........ 1. ..................... - ....... - . - _ .. ... " "., I. '. ,,,, "I .. .... �'..,.,.".,.".,.".",',","',"'.",'I ........ "',""""I .............. ..... ...1-1.11.1-1 ......... ".. I ........ . .... ��.:-.-,,-,--.,-.-,-�-.-.--,-,-,-.-.-.=-:,-.-.. .................... ..... ' 1111 'I 'I'll ..... 1111111.1.11. . I..1.11'11.1'.6' .. ' . .... ..11.1 ....... 61111 ...... =�.. ... .... ..... I. 11 .. ....... L!l��-��l.-.--:�IA-.��-1,�-:.�- -.-.-.=-.,,-,- �+-'_'-" i2i).[- _'.7 I.XV.-� � .... Z.; ... 1; .... ;;I; ... .�.o ..... . :V I I.I.I.M1 .1.7.".. W.,.I � . - =7. 1 .... ... .... .. ............... ....................... ....... � ......... - I - ... - .. - - - - .... - -, .. , , I...... ... � .. .I_-.-_11_-....-.I.�.I.+. � ..... ....... L .......... .... ....... .. , , .1 --- - ; .,:.+.,;.,.; ". . . . . . . . . . . . . I , . � . . . ..... I ....... . ............ .......... I [Mft rmm I&% - - - - - - - - - - N 'T- - - � . = �_ . F% ` - - - - - - - - - - - - - - - - - 0 N S, PROPERTY LINE, TYP �S41 T - - - - - - - - - - - - - - - I -_ - - . U z . TABLE 705.8 MAXIMUM AREA OF TABLE 705.8 MAXIMUM AREA OF PROPERTY LINE, TYP I PROPERTY LINE, TYP NOV 1 9 2019 WALL OPENINGS BASED ON FIRE WALL OPENINGS BASED ON FIRE TABLE 705.8 MAXIMUM AREA OF TABLE 705.8 MAXIMUM AREA OF SEPARATION DISTANCE SEPARATION DISTANCE WALL OPENINGS BASED ON FIRE WALL OPENINGS BASED ON FIRE . BUILDING DEPARTMENT I 0'-O" TO LESS THAN IT-O" FROM PIL 10'-O" TO LESS THAN 1590011 FROM P/L 3 3 SEPARATION DISTANCE SEPARATION DISTANCE CITY OF EDNIONDS SHEET NUMBER NKLERED (UP, S) = , SPRINKLERED (UP, S) = 10%0" TO LESS THAN 151-0" FROM PIL 16-0" TO LESS THAN 20'-O" FROM PIL 45% OPENINGS ALLOWED 45% OPENINGS ALLOWED G005 A200 PROTECTED, SPRINKLERED (UP, S) = UNPROTECTED, SPRINKLERED (UP, S) = . RPM 45% OPENINGS ALLOWED 75% OPENINGS ALLOWED � M11 - ION - NORTH END ENLARGED PLAN I, I ) 4 3/3211 = 1 f�011 I i /I-- /I - �/_ D-,ole _/ 8 F / a ) Ik�p M U . - (7, LE / I I I . I i . - . , . ...-..--.. ..---. _..__._....._. .. .... ...'...... - ..-.. .......... ......... . ... - . .. ..... . - . ... _.... -.-.. ......... . _.......- .. - . ... ... .. . .1 .. . ___.._....._.._. . .. . ... . . . I (: (:( UT S CR Q CP) N M L K J F E \ 7"� -- � 1' Stu I ! i OMENG I i i STRAZZARA � I I ARCHITECTURE I I I I I I I I I I I I I I i t PLANNING CONSULTING i i Ill i i i Level Roof .- .. ...% — — . . oo `IIII� _. - I = 482 - 9 --..-- I '-'--..._._... --- ---- - - - - - — - --- - --- - ----- --- - - - _ -- _- . _ -_ _ -= - - - - -. , .. . . , . 1. .. .. _ . - 2 I 001 WESTERN AVE SUITE 200 .. . - .. - -- - -III - -VII -- ..- --.- --III _ _- ...--- - - III- --III ,. r - - ----_ --= Seattle, WA USA 98121 .. - . -- .. Level R5 � e, �I ... 1 .::. .-.:.:.> ...:.: - I .:.. 472 9 r, _. _._ _ _ ..__ _ . __._ I __- --____.-- _._ _._ I _._ ..-._.._. - - ' _. _ _ - - - - - _- - _. - - _. --- _ - __ : . - .. ., .. : i'I 1, I. . - II. _ 206 587 3797 tel 1. 1. 2065870588 '-- - -- -- __ --. ------ - - - - ---- -- - - I 1._ -_ - - - -, III III ii. III - -- i Level eel R4 I.I -w I I - 462 - 9 - - - --1.O r II' is i .. 'I i� - `,L. www.studioms.com - - -- . .- I. I ... O _ _ _ _ _ _ _ __ __ _ _ .. JJ L ___ .-:. ______ __ --s __ _ _ _____ - --_ - Level I R3 — — — — % % �Ir % ... ..:.:: .. :._ i..::: :::::. :.::a :P 4521 _ 9,1 - : 1. I. I�1 I'I I. \ I� / III ! 'i itr r II,I Ili I: ii •i — e _ 'h I'. Ir :'i I . I CDI ..-- --__' I----1. Ii h __ _- '� - R2 ^I __., ._ V- - - L — .1 — .11 .1 I; II Level — r r:;' — -- e ..1 I . #. '; : 7[i .. . 1F , _ I._ / IiIIIiiiiiIIIIrl[ I - - .- - - 442 9 r 1 \ 1. I'I, O I � I ,, - - _ . _ - - I I -- — 11 . — L , — I — I := I 0 L_ - r Level R 1 " r r - a - \- 432'_91, — c0 - �oPEN PARKING GARAGE)M ' N csa ,' . . : I i Ct' I I i LEVEL P2 TOTAL WALL. 3 240 S FT - . . I f T! F I} 1 }1--- ! It I !I 1 Il F FI ! H I 11 1 fl I ! II I I! } }! 1 cv PARKING LEVEL P2 f LEVELP2OPENINGS:395SQFT �= 4 -81 7 -4 � � • 7 T4 7-4 : -� �� '•- - - i - - - - �- �7 -4 17 -4 k• 17 -4 7 -4 �=' 7 -4 7 -4 �- � -4 � -I.7 �4 � � �-,�• � _4 I�7 ^4 � - � - � - -- - - - - - 200 -, ;0 , - -,� ,- ,0 - - p Level P2 I I I _ 1 I i I -j { I I I I i I I i I I , I I I I I I - I — - -- 1 11 11 21 S.F. 34 S, F,IAIIIIII20 S. F.20 S.F. - 30 S.F. 30 S.F. 0 S.F. 0 S. F. 0 S.F. 30 S.F. 0 S.F. _ 30 S,F. 30 S.F. 30 S.F. 4 .. -- 21 3 (ENCLOSED PARKING GARAGE] . . o� LO LEVEL P1 ` - . _ _ PARKING LEVEL P1 . . .. ... . - _ I ENCLOSED PARKING GARAGE . - - 100 . . -- - ©.... . . Level P 1 — .. — .--------- _ . , .. - . , ...... ---. ; , . ----- - - - . __ .. , _ LLLJ- -10 3/3 19211 I! - ! I - 1 ..- . - -- . _ - .... ..... .-.- .-- _ ... ... _ _ . . ....... _ . ! - - - - ... _ . I I i - -- - - -- - . __ ..... . . .. - - . ----- - _ .... . ... . . - _ __... - _ .. - - . . .. ....._ _ . .. .__ ...._ _. . _ .. . ... .. .. .. ._..... .. ....--- . . -- , --- -- - ---_ _ ... ------ - --- - - -- - - .- _....... . .. ... . _ _..-' '--- -- - -- - _ . - . . .._ -- . .. . �-�--� r�� 4 »..- st S G l: VENT DIAGRAM - WEST WALL -" �` 3 1i _ 1 F _., �•. Y 1116 —�—o s'a 4 5 I J , h S .',41h K 1 S. 11 w. 1 yr v a. c ,y L =' R m . �n� rw--4-.ry+n .+/2y#'q' N»+s'ra,w F Yn. 3 .f Zri 1.K +� i �, i v , x' �II�� ` r4 x e 5� il i �`- x V� ` - ' TF r 't i- q g.19 y 4. 1. 5 Y - s 4/ \ \ �'HhN .r�� {� wry , .r , Y W "..^ Y .y +f 1. Tl (.- Goodman Real Estate 6 5 4 3 2 1 TITLE ` ' i �1�1. i ."� ��, �.�'� � i fl a M A""""L 9 liff I I I N %p I I 0005 L=— u o N WM %j ' ! I I A610 A610 A610 A610 I i Level Roof — — -- -- -- -- -- -- -- -- -- -- 482 9 'It 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - ! 1 - -- _. _:...- -_---Y . _ _. . _ ._.._ _ -� .___.- 23400 HWY 99 _ Level R5 ' : y IllEDMONDS WA 98026 _ I� I 1 11 4 - .. .. .. 472 - 9 I I . I STAMP I. __ Level R4 STORI - 1 I 462, _ 911 .. (tk:--� . (:k=� - . ! . .UTILITY a� 206 ; (M 6� S REGISTERED �I F� r ARC T i .::: I U 8 1 H j ... .. :% . — — Ll " F I I t . �— — —eV 1 _ 11 r 452 9 - - - I1.I I I .. i , . PARKING LE EL P2 PARKING LEVEL P2 LES 5 ADZ I -__ ! Level R2 `y I 20o I 20o STATE of WASHINGTOI -- -�---- _-- p i 0 .IIIIIIIIIIiiiiiiiiiiii,% 442' .. 911 _ n I ! OPEN PARKING GARAGE I I ! 1 ! I J .. : 1. I \1. - �, i eve . 4 ..-_ KEY PLAN PARKING. LEVEL P2 0 0 . I1. i LEVEL P2 WALL: l04 SQ FT i '� Level P2 LEVEL P2 OPENINGS:170 SQ FT _ IF 421' - _ TRASHI _. ECY, , - a G 1ra�e Ent f1 ..... - 204 PARKING LEVEL P1 '-� I 417 -- 9 27132 X - `— I LEVEL P1 OPENINGS: NO OPENNING , . ! �. - E ❑O 1 DO 50 _ Level P 1 �, I 1 _ 11 I ® II i ! r I 409 10 3132 —� Ijje 1 I I I o i I - '., I i .:........:........ . 0 I LOBBY !LEASING P2 q. i .. I i I ... .... - ,.I.. � . ��J . ,gj PtRKING LEVEL P2 i - 200 - I— -I - I u s 2 VENT DIAGRAM -SOUTH WALL - ` , 111611 _ 11_011 \ , - -J . %/ N r r GooS �-/ PROJECT NUMBER -0 (CA')CB (CC) (CD} CE CF (CG7 (CH) CJ CK CL I � 18305 I . � ISSUED FOR: DATE: I I I I ! ! I I I' , + BUILDING PERMIT INTAKE 12.18.18 - BUILDING PERMIT INTAKE 2 02.07.19 1.Level Roof PARKING LEVEL P2 __ _ — — — i — — _ _ _ — — — - — _ _ BP CORRECTION #1 1 05.22.19 . ___._ r _ 11 200 ' 482 9 i I I I I I I \ Q BP CORRECTION #2 2 08.01.19 - , = li--j. Level R5 III QIII . BP CORRECTION #3 3 11.14.19 — — — 4 721 _ 11 �7��' t-VII ` ` O,, i I �_ I I I I I Level R4 — _— — .— — , 1 ! . 462 - 9 _ IfI I . :_�-_.. Level R3 _� 71 .- - T ! — —I �{ I 45L1 _ �11 17 ` I_.=_! -- APPROVAL BY: .��..� _z. �I A610 _ Level R2 __ _= STORIUTILITY __1. -nA— I — — 1 — — —�—�— — — — —� 4421_9,1IV I 205 ' DRAWN BY: LB, MA, AZ, AVII I -]31 _ Q11 61 _ 11 191 _411 91.41T 16T _ 8 91 _411 31 - 4}I 91 _ /�11 3' + Q11 91 _ /�11 +�1 � 81} 61 ^ 811 1 91 _411 91 _411 161 _81, 61.811 91 _ 11 61 � 41! I : ooV wHs . U [J U `�7 O U t] (] `} �] (� LJ U `} O - CHECKED BY: LB I 1 � I 1 I I I I I I I I I 1 I I I __v. ; � I-�I- —r I- I I ��I �' - I- -� - I E ms, I — 203 .= i I i! I I Level R1 _ -, .., I; Aff 'I 7 „ ,'. . 30 S, F. - 53 S.F. 75 S, F. 1 -�5 S.F. _ 53 S.F. ! 75 S.F. 30 S.F. 75 S.F. 30 S.F. ,175 S. F._30 S.F. 53 S. F I r 75 S.F. • . 75 S.F. 53 S.F. 53 S F 75 S F 53 S F ., ..1 432'-9,1 , . - 4 ' I i 1 I I _ 1� 1 ! i I � _ 1 I I t 1 I I� + I - LEVEL P2 WALL: 2 048 SQ FT = ; = . = -.. = o SHEET CONTENTS o o - o LEVEL P2 OPENINGS:1,038 SQ FT d t - 4 _ 1 I._ 0o e I oo # A ' oo I i '° I ......i n� I !F — _ , — 2 _ 54 6112 _ _ _ _ GARAGE " - e d 1 f i I _ 1 LEVEL P1 OPENINGS. NO OPENNING I b'21 L-1 IE L I :�. I _ VENTILATION 11 L LLI.-.....tJ Ill Level P 1 DIAGRAM - - 4 ' ' 409' - 10 3132" - L. # — — — — — ' — — — ' -- I R" U B I r l B.O. Sta�� 2 . 405' - 3 19/3211 \ BUILDING DEPARTMENT SHEET NUMBER ` CITY OF EDMONDS 1 VENT DIAGRAM - EAST WALL 4 VENT DIAGRAM - LEVEL P2 PLAN \ 3 111611 _ 11_011 111611 = 11_011 . _) 2.1 Z GIRT- a ° a_ 2" SEMI RIGID � e a d _ d WP PER B.E.d DRAIN MAT PER B.E. a= CMU WALL SEE: ` BRICK PER PV VB & PAINT MINERAL7. pstudOMENG PLANS FOR 7" METAL STUD a 4 ; ELEVATIONS WP PER B.E. d d . - INHERE INDICATED FIBER R-8.4 - �� d ° d BOARD FORM CONC. If 1! 16" O.C. ° - - y a 1 ;a d : R 7 A a d -1 a -a � da ST { �AZL�1 IRA THICKNESS 8 FULLY GROUT WALL 518 TYPE X ! - d PER ELEVATION LINO, TYP � 1"AIR SPACE 6 q d : " ON PLANS 11 da _d d - q a - 4 _ { WP BELOW -GRADE GWB , FINISH PER Q J 5/8 TYPE X a ° . �� R a Q d q d - SU FACES PER B.E. a' .' ARCHITECTURE SCHED. a -d GWB - �. - ` 518" TYPE X GWB - q , q CONC. SEALER PER PLANNING - d CONC. WALL PER a = d d CONC. WALL a ° -q', CONSULTING WP &FINISH WP/WRB ` p�4 ' n d q , P _ PER STRUCT. a 4 - = " PROJECT SPECS. _ STRUCT. CONC. WALL _ _ ; - _ PER B.E., SEE PER B.E. 518 TYPE X ° PER �-1. R-13 RIGID ° ' _ ° ° d CONC. WALL 4 4 - SCHED. GWB a° : d I STRUCT. °': R-5.0 Cl RIGID INSUL. °�° -2 PER STRUCT. ° u_ WRB PER B.E. INSUL. - ° a SOIL ! a _ CONTROL JOINT PER +- - "[4 ° - - 8 I ! _Q ° ` a ° ELEVATIONS 2001 WESTERN AVE SUITE 200 CMU PER !� d n - d r 2 POLYISO ° .¢ DRAINAGE PER MTL.,CHANNELS 3112 TRACK �, a_ - 4 a Q = a Seattle, WA USA 98121 ELEVS AND DETAILS R-13 INSUL " , B.E. DWGS a �= 8 @ 16 O.C. OR STUD : a- ad . d .p a CONC. WALL PER = - q (SHAPE PER G.C.} - - E - ° _ a STRUCT. 206 587 3797 tel - cd , - d , -- a •- , A . _' � q ' a [I LIAd..- a I Ii=LIA_°� d d q 206 587 0588 'a VARIES 211811 VARIES VARIES NOTE: VARIES SEE STRUCT. SEE STRUCT. 6" THICK CONC. WALL www.studioms.com SEE STRUC . SEE STRUCT. IS 1 HR FIRE RATED STANDARDS STANDARDS STANDARDS STANDARDS STANDARDS STANDARDS STANDARDS FIRE 2 HR, 1 HR WHERE OCCURS IN PLAN IFIRE NR FIRE 3 HR IFIRE 13HR FIRE 3 HR FIRE 3 HR FIRE 3 HR TEST IBC 721.1(2) 3-1,4 TEST IBC 721.1(2) 3-1.4 TEST IBC 721.1(2) 4 -1.1 TEST IBC 721.1(2) 4-1.1 TEST IBC 721.1(2) 4-1.1 TEST IBC 721.1(2) 4-1.1 TEST IBC 721.1(2) 4-1.1 INSL TOTAL R -1.5 CMU WALL INSL (CMU TOTAL R-12.31, MTL STUD UPPER TOTAL R 26.52) INSL NA INSL . R5.0 RIGID CONTINUOUS MASS WALL INSL R5.0 CI MASS WALL INSL NA INSL NA STC NA STC NA STC NA I STC NA I STC NA STC NA STC NA CMU WALL INT= - 40" CMU W1 CAVITY 4 EXTERIOR - BRICK CONCRETE WALL WI INSULATION CONCRETE WALLICAVITY BELOW GRADE CONC, WALL CONCRETE WALL < 2>< 80 < > < >+ /777 ALUMINUM BREAK AWAY CLIPS NOTE: SEE SHEET 3 AT FLOOR & CEILING LINE A804 FOR FIREWALL SPACING PER MFR DETAILS 2 LAYERS 111 INTERIOR % EXTERIOR FINISH PER - FINISH PER 314 (} FINISH PER S FINISH PER STEEL COMPONENTS TO PROPRIETARY TYPE (1) LAYER SHEATHING PER SCHED. SCHED. SCHED. SCHED. X GYPSUM PANEL STRUCT. WHERE REQ. 1 112" GLASS ADJACENT FRAMING PROPRIETARY 518 FIBER FRICTION OR COVER WITH FULL 2" FLOOR & CEILING TYPE X GWB, (2) LAYERS OF 518" FIT, R8 SHEETS 1/2" TYPE X 'r : RUNNERS W12" r (1) LAYER 112" PROPRIETARY - WALLBOARD STEEL H STYUDS ADD 518" TYPE X PROPRIETARY 2 LAYERS 518" 2 LAYERS 518° TYPE X GWB _ - 5B" TYPE X = GWB AREAS % CEMNTITIOUS TYPE X GWB TYPE X GWB 1" PROPRIETARY 518" TYPE X GWB 518" TYPE X FINISH PER FINISH PER SENSITIVE TO BACKER UNIT TYPE X GWB LINER - GWB GWB SCHED. _ SCHED. SOUND "SOUND" ` BRICK VENEER SOUND BAITS �2112" STEEL 1,C-H, 518" TYPE X 1 2x4 WD STUDS 2x4 WD STUDS ; a " n n FINISH PER PER ELEVS AND FINISH PER PER ACOUSTIC OR C-T STUDS GWB SOUND BAITS - _. @ 16 OC @ 16 OC DETAILS R-21 BETWEEN PANELS !! PER ACOUSTIC SCHED. SCHED. ADD 5/8 TYPE (2) LAYER - (2) LAYER - X GWB AREAS Tv WRB PER B.E. 518" GWB - 51811 GWB SENSITIVE TO k a R-21 BAIT �F METAL FRAMING PER 2X6 METAL 6 METAL STUDS METAL FRAMING SOUND FURRED WALLS _ FURRED WALLS INSULATION @ 16" OC PER PER PLAN MAX PLAN MAX. 16 OC "SOUND" FRAMING.MAX L PER PLAN ' PER PLAN = 16" OC ,r= �` x STRUCT. 1]16" HOC ` x x ` A)3518" 1 5, BATT INSUL. H BATT INSUL. 1 114" B) 61f VARIES B 6" xfM WEEP HOLES @ 16" A) 2112" STEEL C-H ). PER ACOUSTIC PER ACOUSTIC B) 4" STEEL C-H SEE STR 13A 4" STUDS'`' Sys � FIR WALL AIR AP O.C. MIN. };. 4 STANDARDS )STANDARDS STANDARDS STANDARDS STANDARDS STANDARDS FIRE 2HR FIRE 1 HR I I FIRE 12 HR I FIRE 12 HR IFIRE I NR IFIRE I 1 HR TEST GA ASW 0800 ITEST I GA WP 8002 NOTE 25 ITEST I GA WP1522 TEST GA WP 7060, UL DESIGN U497 TEST NA ITEST GA WP1072 Goodman Real Estate INSL 3112" MIN BATT, PER ACOUSTIC 1INSL R21 I INSL PER ACOUSTIC INSL R8 INSL NA INSL NA STC 65-69 STC STC NA STC 50-59 STC PER ACOUSTIC STC NA STC 50-54 (SIM WP 1021) TITLE 2 HOUR FIRE SEPARATION WALL18 EXTERIOR - BRICK ON FETAL STUD 2-HR WALL 2HR SHAFT WALL ENCLOSURE INT - NC NR WALL INT - NC 1-HR WALL NLB A H1W 99 FINISH PER INTERIOR EXTERIOR FINISH PER FINISH PER SCHED. FINISH PER FINISH PER FINISH PER - FINISH PER FINISH PER FINISH PER FINISH PER FINISH PER {1} LAYER 51811 SCHED. SCHED. SCHED. SCHED. SCHED. SCHED. SCHED. SCHED. SCHED. _ (2) LAYER 51811 (1) LAYER 518" SCHED. GWB TYPE X GWB TYPE X GWB'TYPE X' 23400 HWY 99 PRIMER & �(2) LAYER 518" 1 LAYER 518" JOINTS (2) LAYERS 51$" ADJ. CONST. PAINT (2) LAYER 518 GWB TYPE X (} (2) LAYER 518" (2) LAYER 51811 STAGGERED JOINTS OR 'TYPE X' GWB @ EDMONDS, VITA, 98026 STAGGERED 2 LAYERS 518 WALL TYPE 20A GWB TYPE X GWB - GWB TYPE X GWB TYPE X - - ( } (2) LAYER ATJOINTS PLYWOOD PER 2x4 WD STUDS JOINTS JOINTS STRUCTURAL 'TYPE X' GWB @ 2HR TYP. X 518" STAGGERED WOOD 2x6 WD STUDS RAL 16" HOC STAGGERED STAGGERED fl WALL TYPE 20A STAMP GWB - FRAMING PER STRUCTU @ PANELS PER 2X4 @ 16 OC SHEATHING GATT a STRUC. (2} LAYER 518 @ 16 OC WHERE REQ. (1) LAYER 518 (1) LAYER 518 ( PER STRUCT. GWB GWB' PLUMBING LINE GWg STRUC. «OR 2ND ON SEPARATE 2X8 PER 6181 STRUCTURAL INSULATION SHAFT (1) LAYER 51$ GWB. INSTALLATION LAYER 518 TYPE X 2X4 PLATES STRUCT. REGISTERED PANELS PER R-21 SIDE BATT BATHROOM SIDE, (1) LAYER 518 GWB. AT WET AREAS, ADD GWB} RAIN SCREEN ARC - TO COORD. WI R21 FIBERGLASS FURRING AND 518 TYPE X STRUCT. - AT WET AREAS, - JY f INSULATION WHERE OCCURS WATER RESYSTANT ACOUSTICAL BATT INSUL. WRB PER B.E. GWB RCC CHANNEL R-21 (1) LAYER 1" AIR GAP INSULATION BATT ADD WATER DRYWALL. {1}LAYER FRAMING FURRED INSULATION PER RESYSTANT PLYWOOD PER �� PLYWOOD PER PER DRYWALL. INSUL. PER � INSUL. PER WHERE WOOD FRAMING (2) LAYER 518" STRUCTURAL ACOUSTIC STRUCTURAL ACOUSTICAL STRUCTURAL ACOUSTICAL ACOUSTICAL E ; FC PANEL, METAL LESS AZZ OCCURS PER PER STRUCT. GWB TYPE X - PANE - PANEL PER STATE OF WASHINGTON PLAN STRUCT. 2x4 2x4 ELEVATIONS STAGGERED STAGGERED 8OC ON 0' -1" es FURRED WALL A) 2x4 @" @ $ OC ON vari A) 2X4 B) 2X6 A) 2X4 2X8 PLATES 2X6 PLATES B) 2x6 B} 2X6 KEY PLAN STANDARDS STANDARDS I iSTANDARDS 11STANDARDS I STANDARDS ISTANDARDS ISTANDARDS I STANDARDS I ISTANDARDS FIRE INR FIRE 12 HR FIRE 2 HR I FIRE JNR FIRE NR FIRE 1 HR IFIRE 11 HR I IFIRE I 1 HR IFIRE 1 HR TYP,, (2 HR WHERE REQ) TEST - TEST GA WP 4135 - GA600 NOTES 11,18, 25 TEST GA WP 4135 NOTES 11,18125 TEST TEST TEST UL U376 ITEST I UL U376 TEST I UL U376 ITEST WP 8105 @20, WP8415 @ 20A INSL NA INSL 3112" MIN INSL PER ACOUSTIC INSL INSL NA INSL 3112" INSL 5112" INSL I PER ACOUSTIC I INSL R21 STC - STC 50 STC 40-44 @ NON INSUL, ADD BATT PER ACCOUSTIC STC STC NA STC 50 STC 55-59 STC167: NRC CNRC TL-93-269 STC NA GWB WRAP 2HR SHAFT UNIT 2 HR SHAFT 6" INTERIOR WALL TYP. INTERIOR WALL 1 HR PLUMB. CORRIDOR WALL 1 HR UNIT & CORRIDOR WALL 1 HR UNIT PARTY WALL EXTERIOR WALL 1 HR 7 Type Aft MEMBRANE PER B.E. FINISH PER INTERIOR DESIGN DWGS 1" GYPSUM UNDERLAYMENT BERMED SOIL & DRAINAGE PER INTERIOR FINISH FLOOR PER INTERIOR of a EXTERIOR WALL 2 HR = 112" COVER (1 114" GYPSUM UNDERLAYMENT AT FINISH SURFACE PER LANDSCAPE DWGS PEDESTAL PAVERS ANDIOR WALKING FINISH SURFACE PER DESIGN DWGS & SCHEDULE @ Stags & Elevators BOARD PER B.E. 111 GYPSUM UNDERLAYMENT WITH 114�� ACOUSTIC CARPET AREAS) INTERIORS & BE WATERPROOF SYSTEM (HOT SURFACE PER LANDSCAPE LANDSCAPE & BE EXTERIOR FINISH PER LANDSCAPE & BE POLYISO R39 SLOPED 114:1' ISOLATION PAD BELOW AT HARD FINISH SURFACES FINISH PER 114" ACOUSTIC ISOLATION PAD RUBBER, DRAIN MAT & ROOF CONC SLAB PER STRUCT. CONC. SLAB FINISH PER SPEC 6" MIN (1 114 GYPSUM UNDERLAYMENT AT CARPET AREAS) I.D. DWGS BELOW AT HARD FINISH SURFACES CONC SLAB PER STRUCT. BARRIER, TYP.) PER B.E. DWGS WATERPROOF SYSTEM (HOT RUBBER) 10112" AT RIDGES TYP, CONC SLAB PER STRUCT. MIN 8" TYP. PER B.E. DWGS 12 MIN TYP AT RESIDENTIAL; PER ACOUSTICAL SLOPE TO DRAIN 114" PER 1' - 0"MIN 9"MIN @ EXT. PATIO DRAINS 18" @ PODIUM DECK SLAB STEP CONC SLAB ON GRADE PER STRUCT. SELF ADHERED SLOPE TO DRAIN w VAPORRETARDO = z MIN 19132" PLY SHEATHING PER STR CT. FMIN 19132" PLY SHEATHING PER STRUC - - n ! 1, TRANSITION PER STRUCT. W cQ -- 114 PER 1-0 MIN PER B.E. NA V - .a q -a, ° Ada - a_° _ - a d ' -° • .4- a a a d a4' -d 'q c. 4 .. _Ca ° a4.°, - a - aae. . - 1� •d - - •a 4- -d''_ q - q�-_ q, - N q°- - a_ ;o - d _ - d _d da d a aNa' d?a_°. u-a r -]1 -a d , •.q Aq- _ a- ' 4-d4_ _ a_ a. Tn -' 4 - do-' - -4v 4-! - -O-- d- qd.- - v-- 8- -o - a,aa 4 a. -- d', °4 a dJ `117 a aad W A d CFiR d ° - °4 co q d d d' d- .ASPRINKLER PER d a d - WqNFPA13 J W d a p q LLI ._ 6 O a q O ry 7 y1q CONC. SLAB 1011 MIN CONC. SLAB 1011 MIN @ SEE STRUC& SOIL REPORT FOR (2) LAYERS 51811 TYPE X GWB JOINTS DRAINS, 1411 MAX @ DRAINS,14" MAX @ FLAME SPREAD BLANKET 1 CAPILLARY BREAK REQU.&SEE PROJECT NUMBER STAGGERED, PAINTED, SEE INTERIOR ACOUSTIC INSULATION 3112" @ RIDGES PER STRUCT. VB OVER PIN -ATTACHED R38 FINISH SCHEDULE FOR FINISHES RIDGES PER STRUCT. BATT INSUL BELOW B.E. FOR VAPOR BARRIER VAPOR RETARDER PER B.E. RESILIENT CHANNEL PER ACOUSTICAL ACOUSTIC INSUL 2 LAYERS _ _ 3112 R38 INSULATION ABV. R38 INSULATION ABV. R38 INSULATION ABV. R38 INSULATION ABV. CONDITIONED CONDITIONED SPACES FILTER FABRIC ABOUT DRAIN ROCK 18305 3-112" MINERAL FIBER BATT INSULATION ADD RESILIENT 518" TYPE X GWB CONDITIONED SPACES, CONDITIONED SPACES, CONDITIONED SPACES, SPACES, WHERE OCCURS, CEILING SEE ENERGY CODE CALCS R38 INSULATION ABV. INSTALLED IN CONCEALED SPACES IN CHANNEL 241, O.C. (2) LAYERS 518" TYPE X GWB JOINTS RESILIENT CHANNEL CEILING FINISH PER INTERIOR CEILING FINISH PER INTERIOR CEILING FINISH PER INTERIOR FINISH PER INTERIOR FOR DETAILS CONDITIONED SPACES, SUBSTRATE AND DRAINAGE PER CIVIL LIEU OF SPRINKLERS & SOUND BATT STAGGERED, PAINT PER INTERIORS PER ACOUSTICAL JOINTS STAGGERED DESIGN DWGS & SCHEDULE DESIGN DWGS & SCHEDULE DESIGN DWGS & SCHEDULE DESIGN DWGS & SCHEDULE CEILING FINISH PER INTERIOR ISSUED FOR: DATE: FINISH PER I.D. DWGS STANDARDS STANDARDS STANDARDS STANDARDS STANDARDS STANDARDS STANDARDS ISTANDARDS DESIGN DWGS &SCHEDULE STANDARDS FIRE 1 FIRE 1 FIRE 1 FIRE 3 HR FIRE 3 HR FIRE 3 HR FIRE 3 HR FIRE 3 HR FIRE NR BUILDING PERMIT INTAKE 12.15.18 TEST UL M532 3 TEST UL L570 3 TEST UL L570 3 TEST IBC 721.1(1) 4-1.1 L TEST IBC 721.1(1) 4-1.1 L TEST IBC 721.1(1) 4-1.1 L TEST IBC 721.1(1) 4-1.1 L TEST IBC 721.1(1) 4-1.1 i. TEST NA INSL _MEN RGY INSL 1 " M N INSL 1 " M N INSL R11 (WHERE OCCURS) INSL R38 INSL R38 INSL R11 (WHERE OCCURS) INSL R38 INSL NA BUILDING PERMIT INTAKE 2 02.07.19 STC IIC 58 NRC CNRC TLF - 95 -145a STC 11C 58 RAL- TL - 96 - 250 STC IIC 58 RAL- TL - 96 - 250 1 STC INA STC NA ISTIC NA STC NA STC NA ISTIC INA BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 2 08.01.19 look own WOOD ROOF 3TYP. WOOD FLOOR CORRIDOR CEILING CONCRETE FLOOR AmPLANTER OVER CONCRETE TERRACE DECK OVER CONCRETE CONCRETE FLOOR CONCRETE FLOOR CONCRETE SLAB ON GRADE BP CORRECTION #3 3 11.14.19 ' 6 J LEVEL P2 GARAGE SLAB CONCRETE SLAB BETWEEN GARAGE &LEVEL R1 @ LEVEL R1 PODIUM DECK AMENITY ABOVE GARAGE ONCRETE SLAB BETWEEN GARAGE & LEVEL R1 PATIOS CONCRETE SLAB BETWEEN GARAGE & LEVEL R1 GENERAL ASSEMBLY NOTES: GENERAL ACOUSTICAL NOTES 1. SEE SHEET G011 FOR ADDITIONAL ASSEMBLY INFORMATION. SEE GYPSUM ASSOCIATION MANUAL FOR NOTES AND INFORMATION 1. PARTITIONS MUST BE SEALED WITH A RESILIENT 20-YEAR NON -HARDENING CAULK IN ACCORDANCE WITH ASTM C919 AND E1966(@ FIRE RATED ASSEMBLIES). ON PERMITTED MODIFICATIONS TO ASSEMBLIES THAT MAY BE USED THIS SHOULD OCCUR UNDER THE FLOOR AND CEILING TRACKS WITH A SUFFICIENT BEAD OF CAULK TO CREATE AN AIRTIGHT SEAL WITH THE FLOOR AND CEILING. APPROVAL BY: CL 2. SEE STRUCTURAL PLANS FOR STRUCTURAL ASSEMBLY THICKNESSES AND ADDITIONAL DEATILS 2. ELECTRICAL OR OTHER OUTLET BOXES MUST NOT BE INSTALLED BACK TO BACK AND SHOULD BE SEPARATED BY AT LEAST ONE STUD BAY IN SINGLE STUD WALL AND TWO STUD BAYS IN STAGGER STUD OR DOUBLE STUD WALL CONSTRUCTION. THEY SHOULD BE FITTED AS STEEL CANS AND CAULKED TO.. SEAL AIR -TIGHT TO DRAWN BY: LB, MA, AZ, AW THE WALLBOARD. - 3. PER NFPA13 8.15.1.2.6 CONCEALED SPACES FORMED BY CEILINGS ATTACHED TO COMPOSITE WOOD JOISTS CONSTRUCTION 3. PENETRATIONS OF SOUND ISOLATION PARTITIONS WITH PIPING, CONDUIT OR DUCTING MUST BE COMPLETED TO PREVENT DIRECT CONTACT WITH THE ELEMENT CHECKED BY: LB EITHER DIRECTLY NOT EXCEEDING 1" IN DEPTH, PROVIDED THE JOIST CHANNELS ARE FIRESTOPPED INTO VOLUMES EACH NOT PENETRATING THE WALL AND SEALED WITH A RESILIENT NONHARDENING CAULK. IF THE PENETRATION IS THROUGH A FIRE RATED WALL, AN ACOUSTICAL EXCEEDING 160 CUBIC FEET USING MATERIALS EQUIVALENT TO THE WEB CONSTRUCTION AND AT LEAST 3112" OF BATT INSULATION FIRE -RATED CAULK SHALL BE USED. SHEET CONTENTS IS INSTALLED AT THE BOTTOM OF THE JOIST CHANNELS WHEN THE CEILING IS ATTACHED UTILIXING METAL CHANNELS, SHALL NOT 4. IN AREAS WHERE PLUMBING PASSES THROUGH FRAMING ELEMENTS ADJACENT TO SENSITIVE SPACES, ADDITIONAL VIBRATION ISOLATION IS REQUIRED FOR REQUIRE SPRINKLER PROTECTION. PLUMBING TO PREVENT VIBRATION FROM BEING TRANSMITTED TO THE STRUCTURE. 5. WHERE TWO OR MORE LAYERS OF GYPSUM BOARD ARE USED, JOINTS, BOTH HORIZONTALLY AND VERTICALLY SHOULD BE STAGGERED. 6. WHERE A DEMISING PARTITION ABUTS A CONTINUOUS PARTITION, (I.E. A PARTY WALL ABUTTING A CORRIDOR WALL) THE GYPSUM BOARD SURFACE ALONG THE FLOOR, WALL, & 4. GENERAL WALL RATINGS AS FOLLOWS:(ffiSEMBLIES WALLS TD BE 3 HR RATED AT PRIMARY STRUCTURAL FRAME IN�TYPE IA CONSTRUCTION (MIN. THICKNESS 6.2" TYP. AT CONCRETE) CONTINUOUS PARTITION MUST BE BROKEN AT THE JOINT OF THE INTERSECTION TO PREVENT FLEXURAL SOUND TRANSMISSION. A SAW CUT IS GENERALLY A SUFFICIENT BREAK. FINISH PER I.D. DWGS WALLS TO BE 2 HR MIN RATED AT SHAFTS (MIN. THICKNESS 5.0 TYP. AT CONCRETE) 518" GWB WALLS TO BE 1 HR RATED AT NON BEARING EXTERIOR WALLS <30' FROM PROPERTY LINE (MIN. THICKNESS 3.5" AT CONCRETE) 7. GLASS FIBER INSULATION SHALL BE UN -FACED AND SECURED TO STRUCTURE TO PREVENT SAGGING. IT SHOULD FILL THE CAVITY FROM FLOOR TO CEILING NOV� g WALLS TO BE 0 HR RATED AT INTERIOR NON -BEARING WALLS AND PARTITIONS WITHOUT LARGE AREAS LEFT UNTREATED. 2019 8. WHERE THE WALL DOES NOT RUN TO THE STRUCTURE ABOVE AND THE CEILING PROVIDES AN ACOUSTICAL LID, THE GWB LAYERS AT THE INTERSECTION BUILDING DEPART STANDARDS SHOULD BE OVERLAPPING WITH EACH LAYER TO CREATE A SAWTOOTH SEAL THAT IS TAPED AND MUDDED. CITY 01' EDI11Ip MENT DS FIRE INA 9. WHERE THE WALL DOES NOT RUN TO STRUCTURE AND AN ACOUSTICAL TILE CEILING IS USED TO ACHIEVE A SOUND RATING BETWEEN SPACES THE WALL TEST INA SHOULD BE EXTENDED A MINIMUM OF 1-FOOT ABOVE THE HEIGHT OF THE CEILING AND ALL RECOMMENDATIONS SHEET NUMBER INSL INA 10. SEE ACOUSTICAL DETAILS SHEET FOR ADDITIONAL ACOUSTICAL INFORMATION. 11, UNLESS REQUIRED FOR FIRE RATING, WHERE TWO OR MORE LAYERS OF GWB OCCURS ON ONE SIDE, ONE LAYER CAN REMOVED WHEN STRUCTURAL PANEL IS STC NA REQUIRED. 12. UNLESS REQUIRED FOR FIRE RATING, AT TOP FLOOR, SINGLE LAYER OF GWB ALLOWED AT NON -BATHROOM SIDE OF DRAIN WALLS. GYP, DROP CEILING - FOR REFERENCE GA FILE NO, WP 1072 Al "I - 4 Z4 F0J 1 HOUR 45 to 49 STC Design No. U376 June 23, 2919 Bearing 'Wall Rating 1 Hr. Finish Rating See Items 2, 2A5 2b or 2C. This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used -�- See Guide BXUV or e UL or cUL Certification Mark forjurisdictionsindicates such products shall hear th t employing the UL or cUL Certification (such as Canada), respectively. .YY ,.r�l.y�l•!- 16. i. _ nr 94 in. 16 in- nr 94 in- nr. 2 X 4s Fireb locked 1. Wood Studs Nom 2 by 4 in., spaced 12,16 or 24 in. DC as Shawn in Configurations A. B or G, effectively firestopped. 2G. Gypsum Board* -- (As an alternate to Items 2 through and 2B; acceptable for use with Configuration A when the studs are spaced 16 in. or 24 in. OC) — 5/8 in. thick, 4 ft wide,, applied either horizontally or Vertically to one side of the assembly, nailed to Muds and bearing plates With 6d cement coated n- ails 1-7/8 in. long, 0.0915 in, shank diarn and 1/4 in. diatom heads spaced 7 in. OG. Finish rating 27 ruin. AMERI AN GYPSUM CO — Types A.GX-1, M-Glass, AG-C, LightRoc CERTAINTEED GYPSUM INC Types EGRG, GlasRoc, GlasRoc 2, or Type G CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C Types LGFC6A, LGF2A, LGF-C/A, LGF-WD GEORGIA-PAI IFI GYPSUM L L C—. Types 5, 9, D, DAP, DD, DA, DGG, DS, GPFS6, Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit Type X, Type TG-C, GreenGlass Type X, Type LWX, Veneer Plaster Base -Type LWX Water Rated -Type LWX Sheathing T po LWX Soff it-Type LWX Type DGLW, Water Rated -Type DGLW, Sheathing Type_ DGLW, Soffit -Type DGLW, Type LW2X, Veneer Plaster Base- Type LW2X, Water Rated Type LW2X, Sheathing - Type LW2X, Soffit - Type LW2X Type DGL2W. Water Rafted -- Type DGL2W, Sheathing - Type DGL2W NATIONAL GYPSUM CO — Types FSI -Gr FSW, FSW-3, FSW-5, FSW- , FSW-G PiABCO BUILDING PRODUCTS L L C, DBA. PABDO GYPSUM Type G, PG-9 or PG-C PANEL REY S A -- Type PRX., PRD, PRG2, GREX, GRIX, RHX, MDX or ETX 3. ,points and Screheads Panel joints covered with paper tape and two layers of joint compound. Scre heads covered with two lagers of oint compound. 4. Batts and Blankets* � Glans fiber insulation, none 3-1/2 in., thick, mim density of 0.80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction -fitted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers. Indicates such products shall hear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. GYPSUM WALL OARD.� STEEL OR. CT S,T D El %,- •t t ' � One laer 1 x 2 �E . � r r-leta:ry type s •u rn arse Is ilnse, rted be eeri 2 4 4, 2H floor and l n J runner. _ T sector, of E �.t�e I: or T s uds b eer� are 1 S. OP O Sf TE S 1DE_ :Base layer �r� rye .a ��u m vialhoard applied wt right angles to studs wit:hi 1; Type .S dry val I sore i�Ei s 24 c_c._ IFa ��a I a,� er 1.,2' prcpri etas my p. g :ps.0 rn tiv-:al bboard a p !'Ied par- lief to s&uds wi.th.1:. s Ty pe-S drri kval i sore,- Ns 12 _c. Sound tested with 1 7Y,!47!� glassfiber ins.ula- tior in studl ss. acez` (NL:B) PR- RRIETARY GYPSUM BOARD Amer cm-n Gypsum C anipany 11..'Firee,lo& TYPE - V SHAFT LINER, Natir>l pry pane. c�Id Bcnd'1 Brand F I ICE-SHI ELDI C G- ps.um vo'Val,lboard V Gold Bendy Brand FIRE- H:IELD � Shaftinr Pr8, 0 Gypsum J2H FLAtv1E C U E i Super ` '1 - 1" A RE i Gyps u ,1 Liner Bard Temple-I.rilan-d Forest, Products. Cc cralic-n - 1i, lE� 'T � 1 Ei Silent G �.I:ard"�� Gypsum Liner Board Aw W__ k19 imm L. 2 HOUR, 50 to 54 STC Thickness Approx- % mleigh rui ire Tess. Sound Test: e 9 p sf L R7094,w 93NIKS1.51., UL Deslon U428, RAL TL93-181., 7.1-.ng-3 GYPSUM - PANELS, MINERAL FIBER. INS, 1 LATI N4 C E E.NTITI011 S BACKER U:N TSSTEEL STUDS 1 •'. r i, i • ••r Fire Design; - } EXTERIOR SIDE, One layer `�12 proprietary cement tious backer wits applied arallel to +1 °' t' - - 3 5/8 33 mil steel studs 16 Q. _ With 1 corrosion resistant TvDe S-42 wafer head qq T Tr a installed, .T 1 ------ screws -_- -1 r 8 0 X. A weather resistive barrier must be installed behind the come-r�t1bous backer unit, 3" mineral fiber friction f�rt in stud space. Thick ness: . 4 5/8 F-ire) INTERIOR SIDE, One layer 5�8 r - rleta e X sum panel or sum Veneer base n L - 1 a joints -ii i'. 4!y��r.3,applied paraffe'l t+ studs with 1T pe 5-1.2 screws. B o_ .. at vertical and. floor and Approx. Weight.& 7 psf (Fire.) i 4 ceiling runnersand 12 - - at "ntermediate studs_ ions (aped- a 32" of gyp-su velneer Ire es plaster when sum veneer base is used. Lateral support -for framing members as - �-1 �t P 9� �p required L (NLB)" UL R 13191,4787 22 71, UL- Design . U404 PROPRIETARY GYPSUM PANEL n i t d States Gypsum Cornpany r T in It r r 518" Sheet rockO Brand EcoS mad Panef s• Flrecode•� X q"l GA. FILE.NO= WP 8105 GENERIC I HOUR FIRE GYPSUM WALLBOARD, GYPSUM SHEATHING WOOD STUDS EXTERIOR SIDE:.One layer 48 wide ICIpe X gypsum sheathing ppdied parallel to 2 X 4 _ wood studs 24 o.c. with 1314 .alvanized roofing nails 4 ox. at .Verti.cal joints and 7" o.c. studs d to and bottom Iates_ J +� aintermediated an p p cants f 0 1 s� sheathing may be left , }, urn reated. Exterior cladding to be� attached through sheathing �to studs. ~� �� f INTERIOR SIDE: One layer 51s" type X gypsum wallboard, grater -resistant sum backing g } .boarda or gypsumpp Veneer base applied parallel or at right angles to studs with 6d coated nails, 17/8" long, 0.0915" shank, 1/4" heads, 7" o.c. (LOAD -BEARING Thickness: Varies Approx. Weight: 7 psf Fire Test: See WP 3510 (UL R3501-47, -481 9-17-65, UL Design U309; UL R1319-r129, 7-22-701 UL Design U314) NOTE: AT 2- HR WALL TYPE 20A PROVIDE (2) LAYERS 518" 'TYPE X' GWB AT THE INTERIOR SIDE AND (2) LAYERS 518"'TYPE X' GWB AT THE EXTERIOR SIDE I L I�Rl I ii I /3\ D rq wx K j L iN I I OF" PARTITS ®E GA FILE, 135 GENERIC 2. HOUR 40 to 44 STC -FIRE SOUND GYPSWALLBOARD,. WOOD STD '� _. � _ : w ` � .•-- •! -1F { awe � "y -.�•�1 j''•1^�`l '.•'1 �•••Y7 . Base laver 518 a s�.l�fi� wallboard or. sL�m �eweer° base applied lied at rl ht �� 1i.•�r��rC"•a•-r.re;,t Ir e- :�.Y.r1 �;�..F •�_a=r'rf!'tiy•"+• �_r angles. -to .each side of 2 X-4 wood studs 4 ox-9,with 6d coated n:affs, 1 70 Ion' ,. 08511 Shank,. 1i W heads F . 4n o-c, F :ce foyer 518" type , .,gypsum wallboard or gypsum veneer base applied at -right n les to each side With 8d Co —cited nails:. 318 long'' 0.10 shank, pp ry. a .. _ � � a 1 . _i� !r .. 7 1. l w.yi� •r _••S iw t..L. �yi-w.. �•,� • rtie -�". "'� •;i 4 h ds, �i.� Tci'rr r �... .r r!rr- ,tiS ..� '. r"., r. 1--' •- .f __i' ■• 1 r"1 '�7 `•r.'.. fr .,rl�.ilrr i .. •...� �._ .. T• �_. Joints staggered 24" ,each layer and slde..Sdu nd tested with studs 1.6" oz.- and With na ifs for Ib l r spa ,' c.c. (LOAD=BEARING) Thick ness:80 Approx. Night: 12 psf Fire. Test; FM IMP 360,, 91=27=74 Sound Test: NGC 236314- l s-70 GYPSUM WALLBOARD, STEEL STUDS One layer 5ls" type X gypsum wallboard or gypsum Veneer base applied parallel or at right - - angles to each side of 351$" steel studs 24'= ox. with 1" Type S drywall rywall screws 8" o.c. at - . ��tt =t �Va v rt I ants and 12 0 � at floor and cerlr n I , . n runners and intermediate � � ed�ate Muds. Joints staggered 24" on each side and on opposite sides. Sound tested with 3112" glass fiber 4 friction fit in stud space, NLB GYPSUM WALLBOARD, S1 hEL STUDS Fire Design: irlL� a e la 5 et~ 18 t sung �llbeardr s un- 1 sneer ��_ se I parallel or . �� 9 �p j � a pp �d � at t ht angles les t o ch_ '� Ide of 3 5 8 1 g g a1 st st�Is 2_ nth 1- Type S screws 24 o_.�, a_ ce layer ��8eX g�psuma wallboard Ica :d or ��ps�nyen. eer �_ ass applied parallel or at right angles to each side with 1 � 18" Type S screws 12'" etc. oints staggered 24 " each Payer .and side_ HLS Sound Design,: Sound tested with ,i /2`i Mass fiber friction fit in stud space. Thickness: 4% Approx, Weight: 6 psf Fire Test: See WP 1350 (FM WP45, 6-19-68; DSU T4*177018,*61; ULC 79T484, 79T500,79T497, 8-12-81: ULD Design W415) Sound Test: NRCC 816-NV, 2,,3-.81 55 to 59 STC SOUND y P 1 a l I g tJ ! !; I s 1 01 1 , S 1 f e; 1 •, f} Thic rya : 6-1/8' (Fire and Sound Approx. Weight" 12 sf `Fire and Sound) � p � Fire Test See WP 1548 (NAIHI-495-0236 & 237i T a nao) Sound Test: NRCC TL-92-369 AREA SEPARATION FIRE WALLS 2 HOUR 5 to 69 STC GA FILE NO. ASWPROPRIETARY RIETARY FIRE SOUND GYPSUM PANEL PRD DTS STEEL H ST D _ _ � # __ � _ _ _ �.,� �� r Fire Design: {_ L Two layers 1" X 24proprietary type X gypsum panels inserted between 2't floor and er I �� r r ceiling runners with 2" steel H studs between adjacent pairs of 9�`P�st�n� panels. A 314" minimum airs ace must he maintained between steel components and adjacent framIn0 (Indicated by dashed lines in sketch), As an alternate, the steel components may be covered with 6" wide battens or Bill sheets of 1/2" type X gypsum wallboard-, z ;r � `i i r �t �{S� �■ Height i E ? 1 ! 1V elght filmiltation 66 feet NLBr Refer to the manufacturer for thermal protection of the framing. a'a.lTarrvsiiueyrr.krr TY+`trLtr'f SoundDesign: Sound tested with 2 X 4 stud wall faced with 51811 proprietary gypsum panel product each Thickness: 3-1/25i. (Fire) .side of system and 3-1/2" glass fiber insolabon in stud space. 12" (Sound) Approx. Weight: 9 psf (Fire and Sound) PR. PR ETA Y GYPSUM PANEL PRODUCTS Fire Test. UL R3501; 05NK28782j 4=13MO6,1 UL Design U347 National Gypsum Company .....IIi_.11lf.11.... 1" Gold Bon& Brand FIRE --SHIELDS l Shaftiiner Sound Test_ BIR O B-3461.1, 10-5-06 5/ " Gold Bond" Brand SoundB r"eak XPI�1' Gypsum Board GENERAL ASSEMBLY NOTES: 1. SEE SHEET G011 FOR ADDITIONAL ASSEMBLY INFORMATION. SEE GYPSUM ASSOCIATION MANUAL FOR NOTES AND INFORMATION ON PERMITTED MODIFICATIONS TO ASSEMBLIES THAT MAY BE USED 2• SEE STRUCTURAL PLANS FOR STRUCTURAL ASSEMBLY THICKNESSES AND ADDITIONAL DEATILS 3. PER NFPA13 8.15.1.2.6 CONCEALED SPACES FORMED BY CEILINGS ATTACHED TO COMPOSITE WOOD JOISTS CONSTRUCTION EITHER DIRECTLY NOT EXCEEDING 1" IN DEPTH, PROVIDED THE JOIST CHANNELS ARE FIRESTOPPED INTO VOLUMES EACH NOT EXCEEDING 160 CUBIC FEET USING MATERIALS EQUIVALENT TO THE WEB CONSTRUCTION AND AT LEAST 3112" OF BATT INSULATION IS INSTALLED AT THE BOTTOM OF THE JOIST CHANNELS WHEN THE CEILING IS ATTACHED UTILIXING METAL CHANNELS, SHALL NOT REQUIRE SPRINKLER PROTECTION. 4. GENERAL WALL RATINGS AS FOLLOWS: WALLS TO BE 3 HR RATED AT PRIMARY STRUCTURAL FRAME IN TYPE IA CONSTRUCTION (MIN. THICKNESS 6.2" TYP. AT CONCRETE) WALLS TO BE 2 HR MIN RATED AT SHAFTS (MIN. THICKNESS 5.0" TYP. AT CONCRETE) WALLS TO BE 1 HR RATED AT NON BEARING EXTERIOR WALLS <30' FROM PROPERTY LINE (MIN. THICKNESS 3.5" AT CONCRETE) WALLS TO BE 0 HR RATED AT INTERIOR NON -BEARING WALLS AND PARTITIONS stud 1 OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate TITLE 23400 HWY 99 EDMONDS, WA, 98026 STAMP KEY PLAN PROJECT NUMBER 18305 PSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 Z1 2 05.22.19 BP CORRECTION #2 z 08.01.19 3 BP CORRECTION #3 11.14.19 APPROVAL BY: System No. C=AJ-8099 System No. CAM 184 Design No. L570 ANSUUL1479 (ASTM E814) CANIULC S115 F Rating — 3 Hr F Radng — 3 Hr T Ratings •--- 0 and 314 Hr (See Item 2) FT Ratings --- 0 and 314 Hr (See Item 2) FH Rating — 2 Hr FTH Ratings — 0 and 3/4 Hr (See item 2) c1! co 0 1. Floor or Wall Assembly— Min 4-112 In. (114 mm) thick reinforced lightweight or normal weight (100A50 pcf or 1600-2400 kglm3) concrete floor or min 5 in. (127 mm) reinforced lightweight or normal weight concrete wall. Wall may also be constructed of any UL Classified Concrete Blocks*. Floor may also be constructed of any min 6 in. (152 mm) thick UL Classified hollow core Precast Concrete Units*. Max area of square, rectangular or circular opening is 192 sq in, (1239 em2) with max dimension of 24 in. (61 cm), When Precast Concrete Unit floors are used, max area of square, rectangular or circular opening Is 49 sq In. (316 cm2) with max dimension of 7 In. (17.8 cm). See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories In the Fire Resistance Directory for names of manufacturers. 2. Through -Penetrant— One or more pipes or tubes to be installed within the opening. The total number of through -penetrants is dependent on the size of the opening and types and sizes of the penetrants. Any combination of the penetrants described below may be used provided that the folowing parameters relative to the annular spaces and the spacings between the pipes are maintained, The separation between cable bundle, tubes and. Insulated tubes shall be a min 112 In. (13 mm) to max 3-'118 In, (79 mm). The annular space between penetrants and the periphery of opening shall be a min 112 In. (13 mm) to max 51n.127 mm), Pipes or tubes to be rigidly supported on both sides of floor or wall assembly. The foloAng types and sizes of metallic pipes or tubes may be used. A. Copper Tubing — Nom 3 in. (76 mm) diam (or smaller) Type L (or heavier) copper tube. B, Copper Pipe — Nom 3 in. (76 mm) diam (or smaller) Regular (or heavier) copper pipe, C. Steel Pipe — Nom 3 In. (76 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. D. Iron Pipe --- Nom 3In. (76 mm) diam (or smaller) cast or ductile Iron pipe. E. Conduit— Nom 3 in. (76 mm) diam (or smaller) electric metallic tubing (EMT) or steel conduit. F. Flexible Steel Conduit- -- Nom 1 in, (25 mm) diameter (or smaller) flexible steel conduit■ See Flexible Metal Conduit (DXUZ) category in the Electrical Construction Material Directory for names of manufacturers, G. Through Penetrating Product'— Flexible Metal Piping — The following types of steel flexible metal gas piping may be used: I Hilts Firestop' Systems Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inca January 15, 2015 Page:1 of 2 System No. C-AM099 «o i 0 1.) Nom 2 ins (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. OMEGA FLEX INC 2.) Nom 1 In, (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. GASTITE, DIV OF TITEFLEX 3■) Nom 2 in, (51 mm) diam (or smaler) steel flexible metal gas piping, Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WARD MFGLLC The hourly T Rating is 314 hr when a pipe or tube with fiber -glass insulation is used, or 0 hr when a pipe or tube, a pipe or tube with ABIPVG insulation or a cable bundle is used. T he T Rating is 0 hr when metallic penetrants Wthout pipe insulation are used. 3■ Pipe Insulation — (Optional) —The following types of pipe insulation may be used with metallic penetrants (Items 2A, 2B, 2C, 2D and 29: A. Pipe Covering* Nom 1 in. (25 mm) thick (or thinner) hollow cylindrical heavy density (min 3.5 pcf or 56 kg1m3) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-appled self-sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. See Pipe and Equipment Covering - Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classifca Lion Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. B. Tube Insulation-i Iastics+++ — Nom 314 In. (19 m) thick (or thinner) acrylonitdie butadlene/polyvinyl chloride (ABIPVC) flexible foam famished in the farm of tubing. See Plaspcs+f+ (QMFZ2) category in the Plastics Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 04-5VA may be used. 4■ Cables -- Max 2 In. (51 mm) diam tight bundle of cables Installed within the opening and rigidly supported on both sides of floor or wall assembly. The space between the cables and periphery of the opening shall range from min 2 In. (51 mm) to max 4 In. (102 mm). Any combination of the folowing types and sizes of metallic conductor of fiber optic cable may be used: A, Max 500 kcmil single copper connector power cable with thermoplastic insulation and polyvinyl chloride (PVC) jacket. B. Max 300 pair No. 24 AWG copper conductor telecommunication cables with PVC insulation and jacket material. VI Max 71C capper conductor No. 12 AWG mullconductor power and control cables with PVC or cross4lnked polyethylene (APE) Insulatlon and PVC jacket, ■ ■ ■ a D Multi 1 tical co jacketed avrn of 112 in e fiber o communication cables a with PVC and h a max outside dram ANSVUL1479 (ASTM E814) CANIULC S115 F Rating — 3 Hr F Rating — 3 Hr LT Rating — 0 Hr FT Rating — 0 Hr FH Rating — 3 Hr r� FTH Rating — 0 Hr " vr-,r a ■err,, - z - A 1. Floor or Wall Assembly— Min 4.112 in. (114 mm) thick reinforced lightweight or normal weight (100=150 pcf or 1600-2400 kgim3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*, Floor may also be constructed of any min 7=112 in, (190 mm) thick UL Classified holow core Precast Concrete Units*. Max diam of opening is 14 in. (356 mm) when concrete floor or wall is used and max 7 in, (178 mm) when precast concrete units are used, See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories In the Are Resistance Dlrectory.for names of manufacturers. 2. Through -Penetrants — One metallic pipe, conduit or tubing to be Installed either concentrically or eccenbicallywlthin the flrestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min 0 in. (point contact) to max 3.114 in. (83 mm). Pipe, conduit or tubing to be rigidly supported on both sides of floor or wal assembly, The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe— Nom 10 in. (254 mm) diarn (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 10 in. (254 mm) diam (or smaller) cast or ductile Iron pipe. C. Conduit--- Nom 41n. (102 mm) diam (or smaller) steel. electrical metallic tubing or steel conduit D. CopperTubing — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. E■ Copper Pipe -- Nom 4 in, (1 D2 mm) diam (or smaller) regular (or heavier) copper pipe, 3, Forms — (Not Shown, Optional) — Used as a form to prevent leakage of material during Installation. Forms to be rigid sheet material, cut to fIt the contour of the penetrating item and poslfloned as required to accommodate the required thickness of Al material. Forms to be removed after fill material has cured. Additional forming material may be used concrete block wall is penetrated., A min 112 in. (13 mm) thickness of min 4 pcf (64 kglm3) mineral wool batt insulation is firmly packed into the annulus as a permanent form and recessed from both surfaces of the wall as required to accommodate the required thickness of rill material, 4■ Flll, Vold ❑r Cavity Materlal* -- Sealant — Mln 1 In, (25 mm) thickness of fill material applied within the annulus- At the point contact location between through_ penetrant and concrete, a min. In. (13 mm) diam bead of fill material shall be applied. at the concrete through penetrant interface. When precast concrete units are used, the fill material shall be installed within annular space, flush with lower surface of floor. when concrete block wal is penetrated, a min 1 in. (25 mm) thickness of material shall be. applied within the annulus flush with both surfaces of wal. HILTI CONSTRUCTION CHEMICALS, Dill OF HILTI INC — FS605, FS-ONE Sealant or FS-ONE MAX intumescent Sealant * Indicates such products shall bear the UL or WL Certification hark for)urlsdictlons employing the UL or WL Cedfication (such as Canada), respectively. Hilti Firestop Systems Reproduced by HiLT], Inc. Courtesy of Undenvrlters Laboratories, Inc. January 07, 2015 I 11--�� -1� �1111 I= I �� 9 ,.a - 1. -41 6 'a -1 , 11, i I 1 14 'ZI IL . I �- 3� ,� ,� 0 - � .0 - Ki, -9 0 E -1 a 2 U919TAM 2 I XHEZ - Through -penetration Firestop Systems System No. F-C4 069 December 06, 2001 F Rating —'I Hr T Rating --114 Hr ,.�) Ir--, y l I31 y f I y l+ l L f S f� J I J 1 �rf / j i :-� f 11 ( r-� - /I.� _ __ i _ i j ,N i �$ � f " 1• r1 l , i } i-A.A IV-1. ..-.. ..-.--- 1 11 E ti } - _�� .% .. ..AI>_-r..L. % ,....w....-.-ti.----... ; Z 1 - • -. 1 � 1 I. 1 1 } -,�, (:--) -1 1 $� 1 s I \�01--- i 4 i; I i is t t l; , i+ , I I` I �i _ -' I - --.-- � ,-..--♦ LYYMMLIA♦.L,Y, .V,.MI,ILMP.M.., M.aL'��MMa1.1Iar•-^u-�r "- 7 .�� -I /.-ti-L��-rL.I.V A.,w.1:.� 1 ♦Lti/w I�/I. Irrti` I .9 % P p J 9 - .3�, t r � I r ri m rou d tee stew Me - �.� E. Max 31G copper conductor No. 12.AWG with bare alum/ u ground, , PVC instil, I Metal -Clad cable,, I 5. Firestop System — The flrestop system shall consist of the following: r* A, Packing Material— Min 4 in. (102 mm) thickness of min 4 pcf (64 kgfm3) mineral wool Batt Insulation firmly packed Into opening as a � / permanent form. Packing material to be recessed from top surface of floor or both surfaces of wall to accommodate the required thickness of I Cr k � s t Hall. when to U .. used, ackrn I shall be rn to :d at a thickness e ai to the thickness f th floor All. ma a Pretest-Ctincre floors are u e , p g mason,equal c e minus 112 in. (13 mm), flush with bottom surface of floor, SECTION 81 Fill Vold or Cavity Materials* - Sealant — Min 112 In1(51 min) thickness of fill material applied within the annulus, flush with top surface of '� r with both surfaces floe or ba sir aces of wall. HILTI C�l�1STI�Ut✓TIa�I CHEMICALS, DIV OF HILTI INC — FS-CITE-Sealant or FS-ONE MAX Intumescent Sealant. ■ . .. 1. Floor -Ceiling Assembly — The fire -rated wood joist floor -ceiling assembly shall be constructed of the materials +++Beadngthe UL Recognized Component lancing and in the manner specified in the individual L500 Series Floor -Ceiling Designs in the UL Fire Resistance Directory, as summarized below: indicates such products shall bear the UL or WL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor +Bearing the UL Listing Mark Topping Mixture* as specified in the individual Floor -Ceiling Design. Max diam of floor opening is 9- 718 in. B. Wood Joists — Nom 2 by 10 in. lumber joists spaced 16 in. OC with nom 1 by 3 in. lumber bridging and with ends firestopped. As an alternate to lumber joists, nom 10 in. deep for deeper) .................. old IReproduced by HILTI, inc■ Courtesy of lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with Underwriters Laboratories, Inc. bridging as required with ends firestopped. Hilo Firestop Systems January 15, 2015 EPage: * — _ 2 of C. Gypsum Board Nom 4 ft wide by 518 in. thick as specified in the individual Floor Ceiling Design. gypsum board nailed to wood joists. Max diam of ceiling opening is 9-718 in. UL DESIGNCmAJ=8099, � HR FLOOR PENETrwimiTIONDETAIL 2•, Through Penetrants —One metallic pipe, conduit or tubing to be, installed either concentrically or eccentrically within the flrestop system. The space between pipes, conduits or tubing and periphery of opening shall be min 0 in. (point contact) to max 7/8 in. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: c`�SS, `a System No. CAM 140 � A. Steel Pipe — Nom 8 in. diam (or smaller) Schedule 40 (or heavier) steel pipe. y c us • 9.. " . Classified by F Rating -. 3 Hr < B. Iron Pipe — Nom 8 in. diam (or smaller) cast or ductile iron pipe. T Rating 0 Hr ilrtdenHntarsl.aboralariesl trtc. touL1479andt;ANIUtGS175 C. Conduit ---- Nom 4 in. diam (or smaller) steel electrical metallic tubing or. nom 6 in. diam (or smaller) steel conduit. a Q - . . ° � d D. Copper Tubing — Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. 4 .. E. Copper Pipe — Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. - I 3. Firestop System — The firestop system shall consist of the following: - 1716 ,.. A. Packing Material — (Optional) — Foam backer rod firmly packed into opening as a permanent Q.. form. Packing material to be recessed from top surface of floor and bottom surface of ceiling as ... .1. - required to accomodate the required thickness of fill material. . Nkk%% . -,. - — I r .,. . �. ' . �.... _ . _ .. ` <. ' B. Fill, Void or Cavity Material* — Caulk — Min 112 in. thickness of fill material applied within the �J. - ,X=J annulus, flush with top surFace of the floor and bottom surface of the ceiling. Additional fill material to be installed such that a min 112 in. crown is formed around the penetrating item and lapping 1-114 in. t ;-- ,�J beyond the periphery of the opening. .. . .... ...-. .... .... .. A. . 1. UNITED STATES GYPSUM CO — Type lA L. a , . 8 Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL SECTION A A Certification (such as Canada), respectively- . - 1. Floor or wall Assembly.— Mln 2-112 in. (63 mm) thick reinforced lightweight or normal weight (100-150 pcf or1600-2400 k9lm3) concrete. wall may also be. constructed of any UL Classified Concrete Blocks *. Max area of opening is 1024 sq in. (.66 sq m) with max dimension of 32 in. (81.3 CM). See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. . 2. Through Penetrants — One or more penetrants to be installed in opening. Min clearance between pipes, conduits or tubing is 0 in. (0 mm). (point contact). Min clearance between pipes, conduit or tubing and periphery of through opening is.1 in. (25 mm). Min clearance between pipes, conduit or tubing and periphery of any single surface of through opening is 0 in. (point contact). Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly, The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe --- Nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Conduit--- Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or steel conduit. . C. Copper Tubing — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. D. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. 3. Forms — (Not Shown) — Used as a form to prevent leakage of f II material during installation. Forms to be a rigid sheet material, cut to fit the contour of the penetrating item and positioned as required .to accommodate the required thickness of fill material. Forms may be removed after fill material has cured. 4. Firestop System — The details of the flrestop system shall be as follows: A. Packing Material — (Optional, Not Shown) - For floors greater than 2-112 in. (63 mm) thick, mineral wool bait insulation firmly packed into opening as a permanent or temporary form and recessed from the top surface of floor to accommodate the required thickness of the fill material. . B. Fill, Void or Cavity Material* — Mortar-- Min 2-112 in. (63 mm) thickness of fill material applied within the annulus. Fill material is mixed at a rate of 2.5 parts dry mix to one part water by weight in accordance with the installation instructions supplied with fill material. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — Type CP636 or CP637 ;Bearing the UL Classification Mark Last Updated on 2001-12-06 UL FmCn1069, 1 HR WOOD FLR. FIRESTOP ASSEMBLY Design No. M532 May 29, 2919 Unrestrained Assembly Rating -1 Hr. Finish Rating 52 Min_ This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada:, a load restriction factor shall be used — See Guide B LIV or B UV7 * Indicates such ;products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respecfively. i VJ 3.' % .. . ,a -. . - - -,1. 4 1. i f N. 1- Flooring Systems — The flooring system shall consist of one of the following, System No.1 Finish Flooring -- Niiin 23,4132 in. thick plywood or oriented strand board (OSB)1►food structural panels. rain grade ''C- D'" or "Sheathing"'Face grain of plyvwood or strength axis of pastel to be perpendicular to joists with joints staggered. Panels :secured to joist with 2-112 in. long smooth shank nails spaced 6 in. CC at the perimeter w. h one nail located 1- V2 In- from each edge and 12 in, CC in the field with one nail located 4-314 in, from each: edge.. 2. Structural wood Members,Min 9-V2 in_ deep „1" shaped vrood joists spaced at a max Of 24 n. OC. ,Joists shall conform to ICC=ES ESR-1'153 Report- Joist top and bottom chords minimum 1-1/4 in, deep by 1-3M in. wide and constructed of either Igo icrollam laminated veneer lumber (LVL) or TimberStrand laminated strand lumber (LSO Webs constructed of minirnum' 318 in. thick Performance Plus O B; PS21, Exposure 1. Installation shall be in accordance with manufacturers published literature. 3. Resilient Channels — Resilient channels formed of 25 MSG galls steel; installed perpendicular to the joists spaced max 16 in. OC. when the insulation is draped over the resilient channels and gypsum board ceiling membrane. Resilient channels installed perpendicular to the joists spaced max 16 in_ CC when the insulation is secured to the subfloor or to the wood joists with 0.90 in, diam gain steel wires, suspended above the ceiling membrane. Channels secured to each: joist with 1-518 in. long Type S steel screws. Channel splices located beneath joists and overlapped 4 in_ T�4io channels, spaced 6 in. OC, oriented opposite each gypsum board end joint as shown in end joint detail. Additional channels shall extend min 6 in, beyond each side edge of board, 4, Batts and Blankets --- (Optional) Any thickness of mineral wool or glass fiber insulation; secured to the subsVoor With staples., fitted in the concealed space, draped over the resilient channels and gypsum board ceiling membrane. If the insulation is secured to the subfloor or to the Y.100d joists vAh 0.90 in, diam ga1V steel wires, suspended above the ceiling membrane, the resilient channels spaced max 16 in, OC, When the insulation is draped over the resilient channels and gypsum board ceiling membrane, the resilient channels spaced max 16 in. OC, Any mineral wool or glass fiber Insulation bearing the UL Classification Marking for Surface Burning Characteristics havIing a flame spread index of 25 or less and a smoke developed index of 550 or less may be used. See Batts and Blankets (BKNV) category in the Building Materials Directory for names of manufacturers. 5, Gypsum Board` — T1,l7o layers of 5,18 in, thick by 4 ft wide gypsum panels; installed perpendicular to resilient+lfurring charnels, The base layer of panels screw -attached to the resillentifurring channels with 1 in, long Type S screws spaced 8 in. OC With the last two screvs located 1 and 4 in from long edge of the board, Theface layer screw- attached to the resilienVurring channels with 1-c18 in. Type, S screws spaced as thebase layer. when Stee l Framing Members ten3A are used, leaf installed with ion ditnerSlDn er endis Jar to cross tees Th e base e layer of panels fastened to cross ss tees with 1 in long Type S screw spaced i�. � a� L�O butt Cints and 1in. O in the J field of the panel. The face layer screw -attached to the cross tees with 1-518 in. Type S screws spaced 8 in. OC and 1- I in. �IA 1 2 Type G scre�.s spaced 8 in- OC at the butt Joints located n�td s a I�?t�r cross to .Screws alon yp pa � e p n eel c s es 0 sides and ends of panels spaced 318 to 112 in- from panel edge. End Joints of panels shall be staggered with spacing behoveen p P p 9 j p 99 p g joints on adjacent panels not less than 4 ft OC. When Steel Framing Members (Item 3B or 3C) are used, the butt joints in the gypsum board stall be supported by tvo furring channels. The t,%ro furring channels shall be spaced approximately 3-112 in. OC, and be attached to underside of the joist with one RSIC-1; RSIC-1 (2.75) or Genie clip at each end of the channel. When Steel Framing Members (item 3D) are used, Two layers of 518 in. thick, 4 ft wide gypsum board, installed as described in Item 5. Adjacent butt joints staggered minimum 48 in_ CSC_ When Steel Framing Members (item 3E) are used, Two layers of 518 in. thick; 4 ft wide gypsum board, installed as described in Item 5. Butt joints staggered minimum 24 in. OC. UNITED STATES GYPSUM CO —Type ULIX 6. Finishing System — (Not Shown) ---- Vinyl. dry or premixed joint compound. applied in hvo coats to joints and screw -beads. Isom 2 in. wide paper tape embedded in first layer of compound over all joints_ As an altemate; nom 3132 in. thick veneer plaster may be applied to the entire surface of gypsum board_ Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. silo 1�1 , I � 1!i � , � I I I JOR I [0 11-11 11 11� I '1111, I,, 5 I 11 I 'I I V � � ... .... I - N �n �� 91i IS I I I T , J I June 24, 2019 Unrestrained Assembly Rating —1 Hr, Thisdesign was evaluated using a load design method other than the Limit states Design Method (e.g., working Stress Design Method). For jurisdictions mplcying the Limit States Design Method, such as Canada, a load restriction factor shall be used --- See Guide B UV or BXUV7 * Indicates such products shall bear the UL or cUL Cert (cation Mark for jurisdictions employing the UL or cUL Certification (such as Canada), . respectively. 51' 1 12C 19 L570- HXLTi,L57L7 - UL Plrn¢lxt Spac 1. Flooring System - The flooring system shall consist of one of the following: System No. 5 Subflooring — Min 19132 in. thick wood structural panels, min grade "C=D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier - (Optional)- Commercial asphalt saturated felt, 0,030 in. thick. Vapor Barrier - (Optional) - Nom 0.010 in. thick commercial rosin -sized building paper. Fins Flooring* — Min 4 in i k f Floor T • Finish3� . thickness Hess o an Ic�c� Topping � Iglu g Mixture bearing the UL Classification Marking as to Fire Resistance. See Floor- and Roof -Tapping Mixtures (CCOX) category for names of Classified Companies. F h Floor Mat Meter -pals (Optional) Nom, 4 lr"I. thick loose laid 0 11 p over the subfloor. Floor topping thickness shall be a minimum of 314 in, KEENE BUILDING PRODUCTS CO INC - Type Quiet Curl 55/025 and Quiet Qurl 55/025 N Alternate Floor Mat Materials* - (Optional) - Floor mat material Nom. 3f8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. I KEENE BUILDING PRODUCTS CO INC Type Quiet Qurl 601040 and Quiet Qurl 601040 N Alternate Floor Mat Materials` - (Optional) Floor mat material Nom: 314 in. thick loose laid over the subfloor. Floor tapping thickness shall be a minimum of 1-112 in. KEENE BUILDING PRODUCTS CO INC ---- Type Quiet Quri 65/075, Quiet Ourl 65/075 N Alternate Floor Fiat Materials* --mm (Optional) — Floor mat material Nom- 1 /8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. KEENE BUILDING PRODUCTS CO INC Type Quiet Qurl 521013 and Quiet Qurl 521013 N Alternate Floor Mat Materials* (Optional) -- Floor mat material Nom. 114 in. entangled net core with a compressible fabric attached to the bottom loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC Quiet Qurl 55/025 MT and Quiet Qurl 551025 N MT MKA System No. 8 Subflooring - Nom 19132 in. thick wood structural panels installed perpendicular to the joists with end joints staggered. Plywood or panels secured to joists with construction adhesive and No. 6d ringed shank nails, spaced 12 in. OC along each joist. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier — (Optional) — Norn 0.030 in thick commercial asphalt saturated felt, Finish Flooring - Floor Topping Mixture* — Min 3f4 in. thickness of floor topping mixture having a min compressive strength of 1500 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. . MAXXON CORP — Type D-C, GC, GC2000, L-R, T-F, CT, SS RAPID FLOOR SYSTEMS — Type RF, RFP, RFU, Ortecrete Floor Mat Materials* - Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material. MAXXON CORP -- Type AcoustimMat 115, Acousti-Mat 114, Acousti-Mat 1 /4 Premium, Acousti-Mat 318, Acousti-Illlat 318 Premium, Acousti-Mat 314, Acousti-Mat 314 Premium, Acousti-Tap. Floor Mat Reinforcement - (Optional) Refer to manufacturer's instructions regarding minimum thickness of floor topping for use with floor mat reinforcement. Metal Lath - (Optional) 3/8 in. expanded galvanized steel diamond mesh, 3.4 Ibslsq yd loose laid over the floor mat material, Fiber Glass Reinforcement - (Optional) 0.015 in. thick PVC coated non -woven fiberglass mesh, 0.368 lbs.fsq. yd loose laid over the floor mat material, 2. Structural Mood Members* -Min 9-1/2 in. deep "I" shaped wood joists spaced at a max of 19,2 in. OC. Joists shall conform to ICC-ES ESR--1153 Report. Joist top and bottom chords minimum 1-318 in, deep by 2.3 in. wide and constructed of either Microliam laminated veneer lumber (LVL) or TimberStrand laminated strand lumber (LSL). Webs constructed of minimum 318 in. thick Performance Plus OSB, PS2, Exposure 1. Installation shall be in accordance with manufacturers published literature. Spacing may be increased to 24 in. OC when Batts and Blankets* (Item 313) is used. 3. Insulation - Batts and Blankets* - (Optional) - Glass fiber insulation, secured to the subflooring with staples, or to the wood joists with 0■090 in. diam galy steel wires, or draped over the resilient channel/gypsum panel (or Steel Framing Members/gypsum panel) ceiling membrane. Any thickness of glass fiber insulation bearing UL Classificati on Marking as to Surface Burning Characteristics and/or Fire Resistance. 4, Resilient Channels - Formed from 25 MSG gaiv steel installed perpendicular to the joists. When no insulation is installed in the concealed space the resilient charm 24 Rae a ells are spaced in. OC. When insulation It m 3 is installed to th underside of ( e ethe subfloor the resilient channels are spaced . 16 in. OC When insulation is items 3 3A or 3B applied over the resilient ( ) pp channel/gypsum panel ceiling membrane, the resilient channels are spaced courses d 12 in. OC.. Two es of resilient channel Ion l h positioned p P 6 in. OC at gypsum panel (3' n from each end of wallboard). Channels oriented opposite at gypsum panel butt - joints. Channel splices overlapped 4 in. beneath wood trusses, Channels secured to each truss with 1-114 in. long Type S screws- 5- Gypsum Board* w-- Two layers of 1/2 in. or 518 in, thick by 4 ft wide gypsum panels, installed perpendicular to resilient channels (Item 4)., The base layer of panels screw -attached to the resilient channels with 1 in. long Type S screws spaced 8 in. OC at the butt joints and 16 in. OC in the field of the panel. The face layer screw - attached to the resilient channels with 1-518 in. Type S screws spaced 8 in, CSC and 1-112 in. Type G screws spaced 8 in. OC at the butt joints located mid -span between resilient channels. When CGC INC 112 in. Type C, IP-X2, IPC-*AR; 5/8 in, Type C, IP-X2. When there is no insulation in the cavity, or when insulation (Item 3) is secured to the underside of the subfloor 5f8 in. Type SCX or IP-X1 may be used UNITED STATES GYPSUM CO --112 in. Type C, IP-X2, IPC-AR; 518 in. Type C, IP-X2, ULIX. when there is no insulation in the cavity, or when insulation (Item 3) is secured to the underside of the subfloor 5l8 in. Type SCX, or IP-X1 may be used USG BORAL DRYWALL SFZ LLC -112 in. Type C; 518 in. Type C. When there is no insulation in the cavity, or when insulation (Item 3) is secured to the underside of the subfloor 5/8 in. Type SCX may be used 6. Finishing Systems - Fiber tape embedded in compound over � joints and exposed nail heads, covered with compound with edges of compound feathered out. As an alternate, nom 3132 in. thick gypsum veneer plaster may be applied to the entire surface of � classified veneer baseboard. Joints reinforced. * indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada) � respectively, stud 1 OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate TITLE 23400 HWY 99 EDMONDS, WA, 98026 6181 REGISTERED 9ARCHAECT P�ITARLES STRAZZARA STATE OF WASHINGTON ISSUED FOR: STAMP KEY PLAN PROJECT NUMBER 18305 DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 Zj, 0522.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 3 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS 0 ." .a v • . S p Hlltl Firestop Systems s Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. March 19, 2012 i I : I I Rij 11 di is I Em ■ iti fu, ■ ■ -1 I [IiiLtd : I � 4 1 KI IILDiNG DEPARTMENT CITY of EDMONDS .. ) . (_ __ ( �) 22 GAUGE METAL SLEEVE. TERMINATE SLEEVE FLUSH WITH FACES OF WALL. PROVIDE 1/2" TO 3/4" ANNULAR SPACE ON ALL SIDES OF PENETRATION. RATED WALL, SEE SHEET G010 FOR WALL ASSEMBLY DETAILS ill THICK, FILL ANNULAR SPACE WITH RATED MINERAL FIBER. RECESS FIBROUS MATERIAL INTO SLEEVE 1/2111F OR AS REQUIRED BY THE SPECIFIC U.L. SYSTEM FOR THE REQUIRED SEALANT THICKNESS. SEAL ANNULAR RECESS FROM SLEEVE SURFACE TO PENETRANT WITH PERMANENTLY NON -HARDENING SEALANT BOTH SIDES OF WALL. SEE SPEC. FOR ACOUSTICAL AND FIRE RATED SEALANT REQUIREMENTS. I NOTE: 1. NO MULTIPLE PENETRATIONS ALLOWED. FILL AND SEAL EVERY PENETRATIONINDIVIDUALLY. 2. HANGERS WILL CARRY CONDUIT LOAD INCLUDING CONDUCTORS. FILL AND SEAL PENETRATIONS AFTER CONDUCTORS ARE PULLED TO PREVENT VOIDS IN FIBROUS MATERIAL OR SEALANT. I HANr,PR.q.qHA1 I rARRY PpKin i nAn iN I HniKir-, F1 Hin FILL AND FAI . 4 PENETRATIONS AFTER FLUID IS ADDED TO PREVENT VOIDS IN FIBROUS MATERIAL OR SEALANT TYPICAL PENETRATION DETAILS. 1 to = I Iiiiiiiii,01111 I System No. F�Ciiiiiiiiiiiiiii8021 XHEZ.F-C-8021 n Firestolp Systems Pace Boftom nstru ction /Assem bly Usage Disclaimer * Authorities Having Jurisdiction should be consulted in all cases as. to the particular requirements covering the installation and u-se of UL Certified products, equipment, system, devices, and materials. s Authorities Having Jurisdiction should be consulted before construction. . ' * Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published. information cannot always address every construction nuance encountered in the field. . ' o When field issues arise, it is recommended -the first contact for assistance .be the technical servicestaff provided by the . product manufacturer noted for the design. Users of fire resistan'ce assemblies, are advised to consult the general Guide . Information for each product category and each group of assemblies. The Guide Information includes specifics ' concerning alternate materials. and alternate methods of construction. * Only products which bear Uliiiii!s. Mark are con . sidered Certified. XHEZ - Through-pe'netration Firestop Systelms XHIEZ7 - Through -penetration Firrestop Systems Certified.for Canada System No.. FiiiiiiiiiiiiiiC�8021 PENETRATION IBC NOTES I June 04,- 2015 IBC SECTION 714.4.1 THROUGH PENETRATIONS THROUGH PENETRATIONS OF HORIZONTAL ASSEMBLIES SHALL COMPLY WITH SECTION 714.4.1.1 OR 714.4.1.2. EXCEPTIONS: . 1. PENETRATIONS BY STEEL, FERROUS OR COPPER CONDUITS, PIPES, TUBES OR VENTS OR CONCRETE OR MASONRY ITEMS THROUGH A SINGLE FIRE -RESISTANCE -RATED. FLOOR ASSEMBLY WHERE THE ANNULAR SPACE IS PROTECTED WITH MATERIALS THAT PREVENT THE PASSAGE OF FLAME AND HOT GASES SUFFICIENT TO IGNITE � . ANSI/UL1479 (ASTM E814) I CAN/ULC S115 I . I . F Rating - 1 Hr . _. . . . .F Rating - 1 Hr ' T Ratings - 1/2 and. 1 Hr (See Item 2) . - FT Ratings. - 1/2 and 1 Hr (See Item 2) - . . . FH Rating - I Hr . . . __ I . FTH Ratings -1112 and 1 Hr (See Item 2) . . . . . I . UU I I UN VVA0 I t VVMI=INI OuDitu I I=Lj I U A0.1 IVI t I I VIN UL L00 I 11VIE.- I EIVIPERA I URE. FIRE Ciul I 10NOUNDER A I - iiiii 9 ' iiiii .� MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH (2.49 PA) OF WATER AT THE LOCATION OF THE ,,ori -iiiiiii ?I �-2'-1�� .A. 1 ,,--,.----� 4 ) ._"Iiiiiiiiiiiii \�iiiiiiiilee 'Ni , . PENETRATION FOR THE TIME PERIOD EQUIVALENT TO THE FIRE -RESISTANCE RATING OF THE CONSTRUCTION %.. , : i . . 1� -� . . ; � ii,11106% PENETRATED. PENETRATING ITEMS WITH A MAXIMUM 6-INCH (152 MM) NOMINAL DIAMETER SHALL NOT BE LIMITED rliffir. A � % /r"!L4:6._� *4 � N % � � j . % I -1 TO THE PENETRATION OF A SINGLE FI RE-RESI STAN CE-RATED FLOOR ASSEMBLY, PROVIDED THE AGGREGATE % .. iiiiiiii-iiiiiiiii! ir-Iiiiiiiii . lli� - AREA OF THE OPENINGS THRO`UGH THE ASSEMBLY DOES NOT EXCEED 144 SQUARE INCHES (92 900 MM2) IN ANY q6.0.\ � 1 .P6 .) .\ I I : 100 SQUARE FEET (9.3 M2) OF FLOOR AREA. a % . % � . ; : . . L I ''I Ill 1; ", 1615 lj��111�!��!��(�� ii'l "i': W8 =__ - I : � 0=39wrvwl L . LM� mm 2. PENETRATIONS IN A SINGLE CONCRETE FLOOR BY STEEL, FERROUS OR COPPER CONDUITS, PIPES, TUBES OR : ��~O_firiifvelfff - . . ;rqm __ _KQ4.. I ; ; . . : . I I : . I VENTS WITH A MAXIMUM 6-INCH (152 MM) NOMINAL DIAMETER, PROVIDED THE CONCRETE, GROUT OR MORTAR IS I .i : it . ii, I F& I 2 .iiiiiiiP . I i 1! f; : _' A . INSTALLED THE FULL THICKNESS OF THE FLOOR OR THE THICKNESS REQUIRED TO MAINTAIN THE FIRE- I I . 1. . I �, i I 1: (4) ' ..... ) . :1 11. � E RESISTANCE RATING. THE PENETRATING ITEMS SHALL NOT BE LIMITED TO THE PENETRATION OF A SINGLE \_..,)F .1-i I I 1: I e %ii. . : I I i . ' &6 1 . . . %i .iiiii iii 'i � I I . I % I I CONCRETE FLOOR, PROVIDED THE AREA OF THE OPENING THROUGH EACH FLOOR DOES NOT EXCEED 144 . . �1. "a .1 ... �% 1� �,"%%�_Mriiiiiiiii` I. . 0. 1% (5 ; -4 n'- I :�' I 1-0 . : W. ..A. I -k,!Y I :� SQUARE INCHES (92 900 MM2). . . ') ; :1 %. .. - . .. \W��j $ 1 1 : . " i . . - � I % !. I I -. 3. PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIAL, PROVIDED SUCH BOXES HAVE BEEN TESTED ..� . � i � �z ;i 1: � . �: . � if a ik :. 1: FOR USE IN FIRE -RESISTANCE -RATED ASSEMBLIES AND INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS .. . 1Z 0 . $ ; ;: I I I - : _C I -L ir I I . I .1 V%.Y � . . : $ .. I . . � . 1� I . .C. :.F �_ I - INCLUDED IN THE LISTING.- r .1 N .� ' ' :- I -.. I 1 $ . -61 . r IL 2 7 i.... .. .. .. .... t ...... .�. ......... . .. . .......t.1.1F.1.111%%l iiii' 1. -I- ' � . ' 1. . 1--i ...... T. . .. \' _.j � . . . . - . o . . . ' . . _%ii......?i 71,11,11"/ ""-" -11 ... ;or -...;::. I � .... %-------I.%%%'l ............................................ %: ... %%iii, ; : 714.4al .1 INSTALLATION a :' I : I I : . I ...-., / : THROUGH PENETRATIONS SHALL BE INSTALLED AS TESTED IN THE APPROVED FIRE -RESISTANCE -RATED / .-i %i . : 11 I j I I . ASSEMBLY. ok 6.- : 11 I � LF-I..il-1111 _..r� "i % 1 li,iiii%iiiiiiiiii.,�/ . - 'Mm�_ � : I -iiiiiiiiiil� � ;ltiiiiiiiiiiiii, :1 & 1 3' . � 1% I � Z . I %:.iiiiiiii�i 714,4.1.2 THROUGHoPENETRATION FIRESTOP SYSTEM 1-miiiiii6i A Ju THROUGH PENETRATIONS SHALL BE PROTECTED BY AN APPROVED THROUGH -PENETRATION FIRESTOP SYSTEM LJ - INSTALLED AND TESTED IN ACCORDANCE WITH ASTM E814 OR UL 1479, WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF WATER (2.49 PA). THE SYSTEM SHALL HAVE AN F RATING/T RATING OF NOT LESS Section A=A THAN 1 HOUR BUT NOT LESS THAN THE REQUIRED RATING OF THE FLOOR PENETRATED. 0'% " TION/ FIRESTOP DETAIL EXCEPTIONS: UL DESIGN's FmCm8021, 1 HR FLOOR PENETKA 1. FLOOR PENETRATIONS CONTAINED AND LOCATED WITHIN THE CAVITY OF A WALL ABOVE THE FLOOR OR BELO" 1. Floor -Ceiling Assembly - The 1 hr fire -rated wood Joist floor -ceiling assembly shall be constructed of I THE FLOOR DO NOT REQUIRE A T RATING. . the materials and in the manner -specified in the individual L500 Designs in the UL Fire. Resistance Directory, . . - . 2. FLOOR PENETRATIONS BY FLOOR DRAINS,'TUB DRAINS OR SHOWER DRAINS CONTAINED AND LOCATED WITHIN . r THE CONCEALED SPACE OF A HORIZONTAL ASSEMBLY DO NOT REQUIRE A T RATING. as summarized below, 3. FLOOR PENETRATIONS OF MAXIMUM 4-INCH (102 MM) NOMINAL DIAMETER PENETRATING DIRECTLY INTO METAL- A. Flooring System - Lumber or plywood subfloor ill finish floor of lumber, plywood ENCLOSED ELECTRICAL POWER SWITCHGEAR DO NOT REQUIRE A T RATING. or Floor Topping .Mixture* as specified in the individual Floor-Celling Design. Max diam of opening Is 4%.r-1/2:in. (114 mm). 714.4.2 MEMBRANE PENETRATIONS B. Wood Joists - Nom 10 in. (254 mm) deep, (or deeper) lumber, steel or combination - PENETRATIONS OF MEMBRANES THAT ARE PART OF A HORIZONTAL ASSEMBLY SHALL COMPLY WITH SECTION lumber and steel joists, trusses or Structural Wood M.ember.s* with bridging as " " . 714.4.1.1 OR 714.4.1.2. WHERE FLOOR/CEILING ASSEMBLIES ARE REQUIRED TO HAVE A FIRE -RESISTANCE RATING, required and ill ends firestoppedill, . RECESSED FIXTURES SHALL BE INSTALLED SUCH THAT THE REQUIRED FIRE RESISTANCE WILL NOT BE REDUCED. . . . EXCEPTIONS: C. Gypsum Board* - Thick ness,. type, number of layers and fasteners as. required in . the individual Floor'Ceiling Design. Max diam of opening is 4-1/2 in. (114 mm). 1. MEMBRANE PENETRATIONS BY STEEL, FERROUS OR COPPER CONDUITS, PIPES, TUBES OR VENTS, OR . . CON.CRETE OR MASONRY ITEMS WHERE THE ANNULAR SPACE IS PROTECTED EITHER.. IN ACCORDANCE. WITH . . . . .. . . . . . I . . . . . . SECTION 714.4.1 OR TO PREVENT THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. THE 2. Through Penetrant - One or more m . etallic pipes, conduits or tubing to be installed either conce . ntrically . . AGGREGATE AREA. OF THE OPENINGS THROUGH THE MEMBRANE SHALL NOT EXCEED. 1 00 SQUARE INCHES (64 500 or eccentrically 1,mithin, the opening. Pipes, conduits or tubing to. be. spaced min �O in. (o mm) (point contact) to . .. . . . . ... . . . . . . . ... . . . . . . . . . . . . . . . . .. . . . .. . . . . .. . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . ... . .. . . . . . . . . . .. . . . ... . . . . . . . . . . . . . . . . 1. . . : MM2) IN ANY I 00 SQUARE FEET (9.3 M2) OF CEILING AREA IN ASSEMBLIES TES"iiiii WITHOUT PENETRATIONS. Max 1. ifill (.?.S mm.) apart. The space between the pip,es, conduits ortubing and the periphery of the: opening 2. CEILING MEMBRANE PENETRATIONS OF MAXIMUM 2-HOUR HORIZONTAL ASSEMBLIES BY STEEL ELECTRICAL shall be min 0 in. (0 mm') (point contact) to max I In. (2S mm). Penetrants to be rigidly sup:ported on both sides. of floor -ceiling assembly. The folloloving types and sizes of metallic pipe, conduits or tubing may be . . BOXES THAT DO NOT EXCEED 16 SQUARE INCHES (1 0 323 MM2) IN AREA, PROVIDED THE AGGREGATE AREA OF used: . - SUCH PENETRATIONS DOES NOT EXCEED 100 SQUARE INCHES (44 500 MM2) IN ANY 100 SQUARE FEET (9.29 M2) OF CEILING AREA, AND THE ANNULAR SPACE BETWEEN THE CEILING MEMBRANE AND THE BOX DOES NOT EXCEED 1/8 A, Steel Pipe -� Nom 3/4 in. (19 mm) diam (or smaller) Schedule 5(or heavier) steel INCH (3.2 MM)11 . pipe. 3. MEMBRANE PENETRATIONS BY ELECTRICAL BOXES OF ANY SIZE OR TYPE, THAT HAVE BEEN LISTED AS PART OF B. Iron Pipe - Nom 3/4r in. (19 mm) diarn (or -smaller) cast or ductile iron pipe. AN OPENING PROTECTIVE MATERIAL SYSTEM FOR USE IN HORIZONTAL ASSEMBLIES AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING. C. Conduit - Nom 3/4 in. (19 mm) diam (or smaller) steel conduit or steel electrical 4. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIAL, PROVIDED SUCH BOXES HAVE metallic tubing. BEEN TESTED FOR USE IN FIRE -RESISTANCE -RATED ASSEMBLIES AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING. THE ANNULAR SPACE BETWEEN THE CEILING MEMBRANE AND THE BOX D. Copper Pipe or Tube - Nom 314 in. (19 mm) diam (or smaller) Regular (or heavier) SHALL NOT EXCEED 118 INCH (3.2 MM) UNLESS LISTED OTHERWISE. . copper pipe or Type L (or heavier) copper tube. " . . 5. THE ANNULAR SPACE CREATED BY THE PENETRATION OF A FIRE SPRINKLER, PROVIDED IT IS COVERED BY A When metallic pipe, conduit or tubin,g without insulation is used, T, FT and FTH � METAL ESCUTCHEON PLATE, . Ratings are 1/2 lin, otherwise., T 6' .r FIF and Fi Ratings are I hir. . 6. NONCOMBUSTIBLE ITEMS THAT ARE CAST INTO CONCRETE BUILDING ELEMENTS AND THAT DO NOT PENETRATE . . . . . BOTH TOP AND BOTTOM SURFACES OF THE ELEMENT. 3m Tube Insulation - Plastics# - rill 1 in. (2S_ mm-) thick, acrylonitrile butadieneipolyvinyl chloride ' ' 7. THE CEILING MEMBRANE OF 1- AND 2-HOUR F IRE-RES I STAN CE-RATE D HORIZONTAL ASSEMBLIES IS PERMITTED (AB/PVC) flexible foam furnished in the form of tubing. Tube insulation to be installed on a max of two . . . TO BE INTERRUPTED WITH THE DOUBLE WOOD TOP PLATE OF A WALL ASSEMBLY THAT IS SHEATHED WITH TYPE X metallic pipes or tubes. Insulated pipe. or ,tubing to be spaced 0- in. (0 ri (point contact) to I in. (25 mm) " GYPSUM WALLBOARD, PROVIDED THAT ALL PENETRATING ITEMS THROUGH THE DOUBLE TOP PLATES ARE from other through penetrants (Items 2, 4 and 5), The space between the insulated pipe or tube and the PROTECTED IN ACCORDANCE WITH SECTION 714.4.1.1 OR 714.4.1.2 AND THE CEILING MEMBRANE IS TIGHT TO THE periphery of the opening ,rhall be min 0 in. (0 mm) (point contact) to max. 1 in. (25 mm). . TOP PLATES. See Plastics (QNIFZ2) category in the Plastics Recognized,Component Directory for names, of manufacturers. Any Recognized Component tube insulation meeting the above 714,43 DISSIMILAR MATERIALS specifications, and having a UL 94 Flammability Classification of 94-5VA may be used. NONCOMBUSTIBLE PENETRATING ITEMS SHALL NOT CONNECT TO COMBUSTIBLE MATERIALS BEYOND THE POINT . . OF FIRESTOPPING UNLESS IT CAN BE DEMONSTRATED THAT THE FIRE -RESISTANCE INTEGRITY OF THE 4. Nonmetallic Through Penetrant - One nonmetallic pipe, conduit or tube to be installe - d within the ' firestop: sys"tem. Ripe, conduit or tube to be spaced min 0 in. (0 mm) (point contact) to max .1 in, (2S mm) LY IS MAINTAINED. from the insulated through penetrant.s. and min 1/2 ins (13 mm) to max I in. (25 mm) from non . -insulated . ' - ' . . through penetrants. The space between the pipe, conduit or tube and the periphery of the opening shall be 714.4.4 PENETRATIONS IN SMOKE BARRIERS min 0 in. (0 mm) (point contact) to max'I in, (25 mm), Pipe, conduit or tube to be rigidly supported on both PENETRATIONS IN SMOKE BARRIERS SHALL BE PROTECTED BY AN APPROVED THROUGH -PENETRATION FIRESTOP sides of floor -ceiling assembly. one of the following types and -sizes of nonmetallic: through penetrants ma . y SYSTEM INSTALLED AND TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF UL 1479 FOR AIR LEAKAGE. THE L be used., . RATING OF THE SYSTEM MEASURED AT 0.30 INCH (7.47 PA) OF WATER IN BOTH THE AMBIENT TEMPERATURE AND ' . ELEVATED TEMPERATURE TESTS SHALL NOT EXCEED: A. Polyvinyl Chloride (PVC) Pipe - Nom 1-1 ' /4 in. (32 mm) diarn (or smaller) 1. 5,0 CFM PER SQUARE FOOT (0.025 M3/ S * M2) OF PENETRATION OPENING FOR EACH THROUGH -PENETRATION Schedule ' 40 solid or cellular core PVC pipe for use in vented (drain, waste or vent) or closed (process. or supply) piping system. FIRESTOP SYSTEM; OR " " . . ' 2. A TOTAL CUMULATIVE LEAKAGE OF 50 CFM (0.024 M3/S) FOR ANY 100 SQUARE FEET (9.3 M2) OF WALL AREA, OR B. Chlorinated Polyvinyl (CPVC) Pipe.- Nom 1-1/4 in. (32 ni diam.(or ,smaller) FLOOR AREA. SDR.17 CPVC pipe for use in vented (drain, waste or vent) or clo-sed..(process ,or supply) . I . . � . " 0 . piping system. . . . . . . I . . . C. Rigid Nonmetallic Conduit+ - Nom 1-1/4 in,-(32. mm) diam (or smaller) PVC . . conduit installed in accordance with Article 347'of the National Electric'al Code (NFPA 70). . . . . . . . . . . . . D. Electrical Nonmetallic Tubing (EN,T).- .Nom' 1-1/4 in'. (32 mi.). diam (or. smaller) PVC. tubing installed in accordance with Article 331 of the National Electrical Code (NFPA . . . . 70.)d . . . . . . r . . . I ' E. Cross Linked Polyethylen:e (PEX) Tubing - . Nom.l. in. (2S mm) diam. (or smaller) . . . .SDR9 PEX'tubing for use in ,closed (process or siupp.ly) piping systems,1111 . . , I . . . ' . . 5. Cables - Max two. 4 P'air No.- 18 AWG'(or 'smaller) cables, with. PVC insulation and jacketing. Cables to be : . � . . ' spaced. min 0 in. (O mm) (point contact) to max - 1 in. (2.5 mm) from the other through penetrants. Th.e space . . . '' ' betmeen the cables and the periphery of the 'Opening shall be min.0 in. (O mm) (point contact) to Max 1-in. (2.5 mm). Cables, to be rigidly supported on both sides of th'e floor -ceiling assembly. . . - . . . . . . . . . I - 6. Fill, Void pr,Cavity Material* - Caulk or Sealant - Min 3/4 in. (19i mm) thickness of fill material applied . I ' within the annulus, flush with the top surface,of.the floor or sole plate. Min S/8- in. (16 mm) thickness of fill r . . ' material applied within the annulus, flush with bottom surface of ceilin g or top plate. Additional fill material I . forced into grouped pen-etrant Interstices to max exte . nt possible. At point contact locations, min 114 in. (6 mm) diam bead of. fill material applied at grouped penetrant bundle/subfloor or sole p]ate interface and at ' grouped penetrant bundle/ceiling or top plate interface. . . . � SPECIFIED TECHNOLOGIES, INC - S . pecSeal Series SSS Sealant, SpecSeal .LCI Sealant or Type khIF300 Caulk XHEZ - Through-penetreation Flarestop Systems ral Informa-tion for ThrOLIah-uenetration Firestw Svsterini..; System 'No.. FiliiiiiiiiiiiiiiCiiiiiiiiiiiiiia2355 December 08,, 200S F R,aUn,gs - I and 2 Hr (See.Iten-r 1) T Ratings - I and 2 Hr (See-lt:em 1) L Rating At Ambient - Less Than I CrFM��/sq. ft L Raitftig At 400 F - Less Than I CFM/sq ft W - , S- e ctfion .A=A - -A111 I . .. " . Folls, g I I � r in . M-0. " ' . . . I � I 4: : M I � 11 I . I , 1'=X .R� ' " ` _9191"FA4114 71 T1191'j I] -4 ... IL � K-1, - IL A K�;"' j I - L : I �Ll I : 111 !ZT, i 1. Roor-Ceiling'Assenibly - The 1 hr fire -rated solid or trus-sed lumberjoist floor -ceiling assembly shall be � . ' ' constructed of the materials and in -the manner specified, in the in'dividual L500 Series Floor -Ceiling Designs in ' . * . - - - 4 - ra P7.6 - Q 6 @- fma in - ` a & - 4 1 - 0 Ei - A 4 0% a MIN Q m - Ill 0 -;I --- 0 - "a 6 14 - P 6 IN if Iiiiiii - - - psi stt uctlz the UL Fire Resistance- Directoiry. 1 1 1 lFi ii I I I 11111 Ill CALUU VYWki j'j1.:j'L I I u U I - ki I I I I 1!=P Li Iz-A I I j " I y �;3'1 j U I I W ka ;.?u I I kiia U W L ' � 0 5 I W I ' OR 101-Z3- ollu Ill Lilk-.- a I LiCz.,yini Nusplil. 'Li5mir I=Ei±± or E536 liml tille HE Fore R6t.istan . th e rn,-:3 'Is Ce 1-6 a Ion w r ill'i ' fm t6 - rnamier spe,.,ific-d *IF% M-ME6 . . ' d" f I . r, - - . M; Fm - - 40 - in, - = 1% - P a 4 q-- r, . 431 Im I [a MR is 6 - Im W 40 pq Nq = ca 46 - Cal ;Iwpll am in ,Fps -IR-6.1- - =6 e I I Ll I F% Q �__ S in mq P% = A - P t - m a r e our CL* 0 Lii 1. Ill k.-LU 1, 'y v I I I Ci I Q 906 L I I i y LI W L L. I te I tr - L L U P Z.3 y -:2 k. ill -i U IM I LU Ll I U, 1 Q L1 I j 9 U I L111 I ill I I I I I 1 1!4 C2-�I-:3 u I I i Li F j 11 . ' a - .. � - � -1 �f iiiii. 1. I . I a 11 11 %j %. %i %i I a A %i 1.2 5.%a it %iia'i W R iiii I %. I. I %.? W. 1: %.e -1w I I I a A �e LA iiiii.i-iiii -w ji. I A ue a 7 LA I �. '�iiiJ 164 1 :A J I .2 4 6.9 1 lkliiii iiii iiiii Li iii 9 iiiiii f 't R. A ill, Flo�orin,g .S,y.stem -� Lumber or plylevood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor -Ceiling Design, Diam of' . opening hole -sawed in flooring shall be max 1/2 in. (13 mm) larger.th'an diam ofthrough penetrant (Item 3). . B. Wood Joists* - For 1 hr fire -rated floor -coiling assemblies nom 10 in, deep: (or " deeper) lumber, steel or combination lumber and sr-teel loists, trusses or,Structural P - pill :;[ . Wood Menibers* with bridging as required and imith ends fire-s-topped. 1, U L .C. thir Fire &lliq . 19 "R Fated fleeF ,.'....,..,:, asse.F n.a b 11 illi f Fi e Fn 2- 6 el all to (. 655 1' 1E) ,?; 2. U53 Ow IFIRS lip rMs ) 1 u Fn 6 .e. F J %;.;F lit 5 ti ,spae-ed 16 . . - � I-Ijill-Er - ";pq " -l! . 04 4 -'t' A A 1"i I"" ) E) le vvith n w i il j 4 6 @ F =1 a F4 4!� r- 6 - - 7 6, rn, rn er briuvally vy:th en . Ills %iiiiii 1.1111ij I .L LJ'-F- LJ Ills %iii:.%J Li f ) lulviLi -% .cops-Fiiiiiiii-mm- 1 111 U�1LUPFULls C. Furring Ch,annels - (Not Shol.illillim)iiiiiiiiiiiiiiiiiiii� Ptesifient galv steel furring installed perpendicular -to wood jolsts betleyeen firi and se . c-ond layers of gypsurn board (Item 1D) in 2 hr fire - rated assembly. . . D Gypsum Board* - Nom 4 ft (1.2 m) wide by 518 in. (16 mm . ) thick as specified in -the individual FI 0-or-Ceiling Design. First layer of gypsum board nailed to wood jolst.r,.. Second layer of gypsum board (2 hr fire -rated assembly) scre!ov-attached to furring channels. Diam of opening shall be max 1/2 in'. (13 mm) larger than nom diam of through penetrant (Item 3). 3 Through Penetrants - One nonmetallic pipe or conduit to be installed either concentricall-y or eccentrically i within the fires -top system. The annular space betle%reen the pipe or conduit and the periphery of the opening shall be min 0 I'm. (O mm, point contact) to a max . 1/2 1'n. (13.mm). P:ip:e or conduit to be rigidly supported on' a both sides of floor -ceiling. The follolming types and sizes, of pipes or conduits may be used. I A. Polyvinyl Chloride (PVC-) Pip�:e - Mom 4 in. (102 mm) diam (or smaller) Schedule . . ' 40 cellular orsolid core PVC pipe for use in closed (procelss or supply) or verited (drain, . . lovaste,.or vent) piping systeMs. . . . . . . . . . . . . . . . . . . I . . . B. Chlorin,ated.P-olyvinyl' Chloride (CPVC) Pip,,e - Nom 4 in. (102 mm) diam (or . . . . . . . . . . . * a . . . . - . . . .. :. . ...;j . smauer) SDR 13.5 0jfPC pipi fol':Ussze in dor.ed. (process o:rs.upply) piping systenns. . . . . . . . . .. -.1 . . . . � . C. A-:crylonitrile Butadieme Styrene (ABS) Pipe - Nbm 4 in. (102 mm) diam (or . sm, aller) Schedule 40 cellular core o'r s:ol:id core ABS pipe for'use in closed (process or . supply) or vented (drain, waste o.r vent) piping s,ystemlll . Do RJ�gjd N,onmet,alfic Coiiiduit+ - Nom 3 in. (76 mm) diam (or smaller) Schedule 40 ' r PVC conduit installed in accordance ,,lll the National Electrical Code, (NFRA No,. 70), 4. Firestop System - The firestop system .shall consist of the f 0-110wing:- An Fill,, Void o ' r Ca,v,ity Material* - Sealant -� Min 3/8 in. (10 mm) thickness of fill material applied within the annulus, flush livith top -surface of floor or sole plate. . . � . . SPECIFIED TECHNOL0GIES INC -. SpecSeal Series SSS -Sealant or SpecSeal LCI Sealant . . Bill Fill " Void or Cav,ity Material* - Wrap Strip - Nom -1/8 in. (3.2 mm) or 31116 in. ' (4.8 mm) thick intumescent material faced on both sides tovith a plastic film, supplied in ' 1-1/2 in. or' 2 in. (51 m1m) wide strips or nom 114 in. (6. mm) thick intumescent material faced on both sides'with a plastic film, supplied in 1-1/2 in., (38, mm) wide strips. For nom " - .. . (38 mm) and 22 in. (51 MM) diam-piples/conduits, a min of two layers of virap strip. are required. For nom 2-1/2 in. (6-4. mm) or 3 in. (76 mm) diam pipes-11conduits, a min of three layers of wrap strip, are required. Fo'r. nom 3-1/2 in (&9 mm) and 4 in.'(102 I mm) diam pipes/conduits, a min of four layers, of wrap, strip are required. The layers, of' 1.4vrap strip: are to be eccentrically installed such that the layers do not completely encircle the penetrant. The layers are wrapped around the penetrant flush 'with bottom surface of . ceiling or top plate such that the ends. butt up, to the tan'gent of the periphet-y of the . o . p:ening at,the point contact lo c.ation. Layers of wrap, -strip temporarily held in place with ta pe . . SPECIFIED TECHNOLOG.IE.S INC - SpecSeal RED Wrap! Strip, Spe'eSeal BLU �0;rap Strip or SpecS . e,al BLU2 1,61rap, Strip, C. Steel Co I l,a,r Collar f"abricated from coils of precut 0.0.16- in. (4. mm) thick (No. 30 MSG).gaIv Sheet steel available from wrap strip. manufacturer'. Collar -shall b.e nom I-112 in. (38.'mm) or 2 in. (51 mm) deep (dependent upon width of .wrap Strip) with M'In four I . ' in. (2S mm) wide by 2 in. (51 mm) long anchor tabs for attachment to the ceiling or top � p2late. Retainer tabs, 8/4'in. (19"mm) wide tapering down to 3/& in. (10 mm) wide and located opposite the, anchortabs, are folded 90 .degree totovar'd through -penetrant . surface to maintain the annular -space around the through -penetrant and to retain the . . . . . . .. I a wra p. stri ps'. - Ste e 1 co' I I a r' �vra p pe d a ro u n d.- �wra p. stri ps a n . d th.rough penetran't 'Xith a 1 in. . . I (25 'mm) wide overlap along its perimeter Joint.:Steel collar tightened around wrap.strips . . . . and through plenetrant using min. 1/2"in. (13. mm) wide by 0.028 in. (T mm) thick I stainiess.steel � hose clamp, installed at midheight..of the' collar or,using three . . . ' . symmetric -ally located No. & steel sheet metal s"crelm-s. Colla'r' secured to gypsum board . . I ' Surfac,e with 1/8 in. (3 mm).diam steel hGllo'w -wall anchors. in conjUnction with min 1, in. . . . . (2s mm) diam steel fender waishers, installed symmetrically oppo'site the point contact I . . . . . locatio'n'. 141hen installed inside chase -wall, -the collar is, fastened to the. top plate with nom . ' h ' 3/4 in. (19 mm) long .steel wood scre-t�is in conjunction with niom I in". (.'.w)..S mm) diam steel fender washers. The number of fasteners used is dependent upon the nom diam.of . . . the through penetrant., Tlxo fastener-s, symmetrically located, are required for nom 1, -1/2 in (3&� MM) and 2 In. (51 mm) diam through penetrants. Three fasteners, symmetrically ' . located, are required for-nom 2-1/2 in. (64 mm) and 3 in. (76, mm) diam through ' penetrants-lill- Five fasteners., symmetrically located, are required for nom 3-1/2 in. (89 m . im) and'.4 in. (10.2 mm') diam through penetrant-s-.11 I . . . . . . . . � 4 litdi:cates such produ,cts shall bearthe UL or cUL Certificaition Mark forjurisdictions employing tile UL:or ct . Certification (such ,as Canada), respectively. . earing the UL Listing Mark . I � BXUV = Fire Resistance Ratings m ANSI/IJL 263 BXUV7 iiiiiiell Fire Resistance Ratings lililir CAN/ULComS101 Cerfifol See General Information for Fire -resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratinins - CAN/ULC-S101 Certified for ed for Canada " stud 1 C'MENG F'% a C"i n RJ ^ I 9 JQ': = February 27, 2017 ARCHITECTURE PLANNING CONSULTING Unrestrained Assembly Rating - I Hr Finish Rating - 58 Min (See Item 2B) This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress D sign 2001 WESTERN AVE SUITE 200 Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be us kd Iiiiiiiiiiiiiiii� Seattle, WA USA 98121 See Guide BXUV or BXUV7 . F 206 587 3797 tel * Indicates such products shall bear the UL or cUL Certif ication Mark for jurisdictions employing the UL or cUL Certif ication (Such as Canada), respectively, 2065870588 UL DESIGN L583, 1 FIR FLOOR PENETRATIO'N"/ EXHA'a UST DUCT . 11111111111111111 . 1. Floor Systems -The flooring system shall consist of one of the following: System No. I . Subfillooring - Min 23/32 in. thick T & G wood structural panels, min grade "Underlayment" or "Sing le-Floo r". Face grain of plywood to be perpendicular to the joists or trusses vAth end joints staggered 4 ft. Plywood secured to joists or trusses Wth construction adhesive and No. Sid cement coated nails spaced 12 in. OC along each truss. Adhesive applied as 3/8 in. diam bead to top chord of joists or trusses and grooved edges of plywood. System No. 11 Subfillooring - Min 3/4 in. thick plywood Wth exterior glue, conforming to PS 1-83, min grade "Standard". Face grain of plymod to be perpendicular to the joists or trusses Wth joints staggered. Vapor Barrier - (Optional) - Nom O.,030 in. thick commercial asphalt saturated felt, . Finish Flooring - Floor Topping Mixture* - Min 3/4 in. thickness of floor topping mixture, having a min compressive strength of 1000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. DEPENDABLE LILC - Types GSL M3.4,, GSL K2.6 and GSL RH www.studioms.com Goodman Real Estate Floor Mat Materials* - (Optional) - Nom. 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. TITLE KEENE BUILDING PRODUCTS CO INC - Types Quiet Qurl 55/025 and Quiet Qurl 55/025 N . N am d%Ad1r& N N AN win N ]a 'in Afternate Floor Mat Materials* - (Optional) - Floor mat material Nom, 3/8 in. thick loose laid over the 11 V'va subfiloor. Floor topping thickness shall be a minimum of 1 in. ff- 111101"n"i4m illlllllll` ublilllIlllillilit ff 'I N__% iiiiiiiiiiii' . KEENE BUILDING PRODUCTS CO INC - Types Quiet Qurl 60/040 and Quiet Qurl 60/040 N 1;= W L ; 5 Alternate Floor Mat Materials* - (Optional) - Floor mat material Nom. 3/4 in. thick loose laid over the subfloor. Floortopping thickness shall be a minimum of 1-1/2 in. KEENE BUILDING PRODUCTS CO INC - Types Quiet Qurl 65/075, Quiet Qurl 65/075 IN 23400 HWY 99 , WA, 98026 Alternate Floor Mat Materials* - (Optional) - Floor mat material Nom. 1/8 in. thick loose laid over the - subfiloor. Floor topping thickness shall be a minimum of 3/4 in. STAMP KEENE BUILDING PRODUCTS CO INC - Types Quiet Qurl 52/013 and Quiet Quirl 52/013 N 6181 REGISTERED Alternate Floor Mat Materials* - (Optional) - Floor mat material Nom. 1/4 in. entangled net core Wth a � P11 ARC T � compressible fabric attached to the bottom loose laid over the subfloor, Floor topping thickness shall be a __1___'i minimum of 1 in. . - - I . I . . �0�1 _�� . . . piiii .. KEENE BUILDING PRODUCTS CO INC - Types Quiet Qurl 55/025 MT and Quiet Qurl 55/025 N MT . L S S X Z i . . 2 . B, Altemate to Item 2: Structural Wood Members - Ivi 9-1/2 in. deep "I" shaped wood joists spaced at a max of STATE OF WASHINGTON - - .24 in. OC. Joists shall c.onform to ICC-ES ES.R-1.153-Report- Joist top and bottom chords minimum 1-318 in. deep.by . . . . . I . . . . . . . . . . . . . . .. . . . . . . . .. . .. . . ... . . .. . . .. . . . . . . . . .. ' 2.3 in. wide and constructed of either Milcrollam laminated veneer lumber (LVL) or Timb. erStrand laminated strand. lumber (LSL). Webs constructed of. minimum 3/8'in. thi . ck Performance Plus 0S6, PS2, Exposure 1 - Installation shall . I . . . . . . . . be in. accordance with manufacturers published. literature- . . KEY PLAN 3. Bearing - (Not Shown) - When the wood joists or trusses deschbed in Item 2 and 2A are used, factory - installed bearing clips, formed of min 0.084 in. (13 gauge) galv steel shall be used to attach the joists or trusses to the beahng plate. 4. Bridging - (Not Shown) - When the wood joists or trusses described in Item 2 and 2A are used, nom 2 by 6 in, lumber attached to each joist or truss with two, min 0.045 in. thick (18-gauge) gaiv bddging clips. The bridging clips are pin -connected to the joists or trusses and nailed to the bridging lumber Wth four 3 in. long 10d nails. . - __ __ -.- 5. Batts and Blankets* - Glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. Nom 6-1/4 in. thick, nom 0.5 pcf density insulation shall be draped over the furring channels (Item 6a) and gypsum board ceiling membrane, and friction -fitted between joists or trusses, 6. Steel Framing Members* - � a, Furring Channels - Formed of No. 25 MSG ga1v steel., 2-3/8 in. Wide by 7/8 in. deep,, spaced max. 24 in. OC perpendicular to joists or trusses. Channels secured to joists or trusses as described in Item b. Ends of adjoining channels overlapped 4 in. and tied together Wth double strand of No. 18 AWG ga1v steel Wre near each end of overlap. . 7. Gypsum Board* - Two layers of nom I 5/8 in. thick, 4 ft Wde gypsum board panels are installed %Mth long dimensions perpendicular to furring channels (Item 6a). Base layer attached to the furring channels using 1 in. long Type S bugle -head steel screws spaced 12 in. OC in the field of the board and along butted end joints,, Wth the two end screws located 1-1/2 in. from the board edge. Butted end joints centered on the continuous furring channels. Butted base layer end joints to be offset a min of 24 in. in adjacent courses. Outer layer attached to the furring channels using 1-5/8 in. long Type S bugle -head steel screws spaced 12 in. OC in the field and along butted end joints, with the last two screws located 1-1/2 in. and 6 in, from the board edge. Butted end joints centered on the continuous furring channels and offset a min of 24 in. from butted end joints of base layer. Butted side joints of outer layer to be offset min 12 in. from butted side PROJECT NUMBER joints of base layer. Outer layer shall be finished as described in Item 8. AMERICAN GYPSUM CO -Types AG-C 18305 CGC INC - Types C. IP-X2, IPC-AR. ISSUED FOR: DATE: UNITED STATES GYPSUM CO - Types C, IP-X2, IPC-AR. USG BORAL ZAWAWI DRYWALL L L C SFZ - Type C BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 USG MEXICO S A DE C V - Types C,, IP-X2, IPC-AR. . BP CORRECTION #1 Zj, 05.22.19 8. Finishing. System - (Not shown) - Vinyli, dry or premixed joint compound.. applied in tm coats to joints and BP CORRECTION #2 zi� 08.01.19 screw -heads. Nom 2 in. %Mde paper tape embedded in first layer of compound over all joints. As an altemate., BP CORRECTION #3 --a 11.14.19 nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum board. . 9,, Air Duct* - (Optional, For use only when Item 2 an.d 2A is used) - Any UL Class 0 or Class I flexible air . . duct installed in accordance with the instructions provided by the damper manufacturer. . . . . . 10. Ceiling Damper* - (Optional, For use only when Item 2 is used,, not for use with Item 2A) - Max nom area shall be 198 sq in. Max rectangular size shall be 12 in. wide by 16-1/2 in. long. Max height of damper sh ' all be 8-3/4 in. Aggregate damper openings shall not exceed 99 sq in, per 100 sq ft of ceiling area, . Damper installed in accordance with the manufacturers installation instructions provided vAth the damper. A steel grille (Item 11) shall be installed in accordance Wth installation instructions, . . AIR KING VENTItATION PRODUCTS - Series AS,, Series AK APPROVAL BY: . AIR MANAGEMENTINC - Models AMI-50-CD-.WG-B., AMI-50-CD-WG-B/VC . . . DRAWN BY: LIBY MA, AZ7AW CENTRAL VENTILATION SYSTEMS CO LLC - Models C-S/R-FIC(iiiiii,A),, C-RD-HC(-A) . CHECKED BY: LB - METAL-FAB INC - Models MSCDHC, MRCDHC ______ __ . METAL INDUSTRIES INC - Models CD-S/R-HiCii CD-S/R-HC-A,. CD-RD-HC, CD-RD-HC-A SHEET CONTENTS . . METROPOLITAN AIR TECHNOLOGY - Model C-S/R-HC NCA MFG INC - Models CD-S/R-HC,, CD-S/R-FIC-A., CD-RD-HC ,, C-D-RD-HC-A ASSEMBLY UL . . PRICE INDUSTRIES LTD - Models CD-S/R-HC, CD-RD-HC INFORMATION . RUSKIN COMPANY -Model C1FD7 . R E .S u B .. UNITED ENERTECH CORP - Models C-S/R-HC(-A), C-RD-HC(-A) . NOV 1 9 2019 13UILDING DEPARTMENI CITY OF EDIVIONDs S H E ET N U M B E R . . G01 3 . ' . - . .- _. . ... . . .. I ___ . . ___. . . . .- . - ADDITIONAL EFFICIENCY PACKAGE OPTIONS NOTES: SECTION C406 ITEM #1: ON -SITE RENEWABLE ENERGY (DESIGN INTENT APPROX. (25) SOLAR PANELS AT 260W PER PANEL) TO BE DESIGNED TO COMPLY WITH C406.5. DEFERRED PERMIT SECTION C406 ITEM #2: REDUCED LIGHTING POWER ALLOWANCE DEFERRED PERMIT. TO BE DESIGNED WITH COMPLIANCE TO C406.3 CRITERIA. I Patrick C. Hayes Energy Consultant PO Box. 65052 Seattle, WA 9:8155 206,819,7684 ' W& A hole Building Energy Code 2015 'SSE C Energy Code C4021.3, Component performanoe building envelope Compliance Method option Glazing % of Gros. .Wall 7.4A 3;5 Item #1 ON -SITE RENEWABLE ENERGY -Section C406 (SOLAR PANELS), PER C406.5 Item #2 Reduced Lighting Power Allowance,. per C4063 Table- of Contents Description Cover Sheet .UA Calculations Fenistration Schedules Assembly Calculatiotis SF.Calculations Unit by Unit heat Loss Calculations -paihii-ok &I Heroge-ok Patrick C. Hayes Energy Consultant 0 Patrlck'C., Hayes Energy Consultant rickchaveslOmsn.1 Page 1 Sense 2 series 3 series 4 series 5 series 6 Series 206w819=7684 PO Box 6SO52 Seattle, WA 99155 2015 WSEC Energy Code Section C402.1.3 UA Compliance Calculation Gross Wall Total SF of Glazing Glazing % of Gross Wall Insulation Entirely Above Roof Deck - Metal Building Attic or other Joist. or Rafter 83.997 20433 24*33 U'*Fafor 0*023 0.000 02000 s- Whole Building Average SHGC -5 Date* 12111/2018 Pr Jecta. HVVY 99 Edmonds 0i Ov.erhead., 30% Of Gross Above& Se ow Grade Walls UwFactor Area UA UmFactor Area UA Mass, Wall Group R. 0.064 4476 .287a.23 01,078 4476 349116 Mass Wall All Other 0,000 0 0*00 0.104 0 OM00. Mass Transfer Deck slab Edge 0*343 1097 376060 0,200 1097 219.42 Steel Framed Metal Stud Wa 86'aO3 0,038 1564 58,98 0,055 1564. Wood Framed and other 0-M-054 55890 2997m62. ON054 55880 3017m54 UA Miff 61*93 0*00 -157u19 27x05 19.92 Patrick C, Haves, Z0fi.;93LVr,7634- Energy Consultant P0 Box 65052 mitrfr whay n; ml,; Seatde, WIA 90155 Date-9.. PM1�dl 14 V I VY 99 Edmonds 201E WSEC Energy Code renestarionSchedule, Metal Framing Fixed, for Energy Code Compliance page w1ndam' FIAMift & GjAzing N F R-C Tit Quantity Wtdth Height 6 1" Ing V Eath Total SF' U-Factar UA SHGC SHOC A VT VT Type Desription e, wt M- OW Castle.3000 XT, F4.785.02.116- '6 filar Ban 60� Arptan 0.35 5.60 0.63 10.08 SIA 5960 90% .Aran Fill, 45i. Plage Go 10 2 26 0-3 4-8 Clear, 1-5-05--aacer spacer T543 0W, Caitle 3000 X-TI. 1`4785.02A.I& .501ar Rail 60� Arga;q S�W!90%,' Argoij rill 45r page .00 113 16 16 03 4,8 0.35 SLGG 0,63 10,08 It Clear, TS-D.Spacer Spacer TS-D #22 Odd Casty -3000 XTr. 1 Ek- Solar Ban 60, Argort 52-A SB60 9n.. Argon Filly 45, Flage G, ID I r, 26 0.3 A.S. 0.3.5 5.60 0.63 1-0.08 Spacer ' -a .old Castle 3000 XT, F4-785-02-116- --SQlar K1�1, 60, Afarork 53A SB60 90% Argon Fill: 451, Pa',e 6" ID IG 16 03 4-8 13.35 5-6010-08 Clear, ' TS - D &par. e r Spacer. TS-D #22 cast1e'3000 XTI, F4785,OZ lli5s- Solar Dan 60, ArgGR S3B, 1 S860 90% Argon f 11ir 45F Page 6,, ID 16 16- .013 4's 0,35 5r60 016.3 10108 Clear., TS-D Spiiicer Spacer TSjD ow Castle 3000 XTr F47,85'.02-116- 5olar Ban 60.j Atgon SB60 901% Argon Fill, 45, Page G.. ID 16 Sol 0.3 24 035 .28.00. 0-6.3 50-40 Clear, TS-E) $pacer spa cer 7$-0 422. See A610, SF 01-d Castle 3000 XT Solar Ran 60 A 174795:02-1 16- 0 9 G%p A' rgo ATgo: Page, 16 96 03 28,8 0,35 33,60 0,63 GO,48 56 6 !;06 In �111, 4Sr 5.11 IQ From Re-Vit Clear., TS.-D 5.pa�cer Spacer'TS-D #22 olld cpwle 3aiao XT Solar Ban'60, Argue S1360 9G%- Argoin Fill, 4S,. page G., 1D 16 32 U3 9-6 D'35 D-0 411J6 Cicar,757D 594mer spa OF-d Castle 3000 XT. TECI-9 SoBan Ai S-9 lar 60., SBG0 90% Argon 11, 450, page. 6.1 ID 16 so 03 24 0435 28.00 0.63 .50.40 e 0 arr TS-D Spa-cer Spacer TS-0 k22 OW C�:Stic 3�000 XTi F4785,02-116- Solar am 60, Argan Sig 2 SE 60 90% Argon Fill, :45 16 32 0,3 9.6 0135 11120. 0,63 201-16 F Page 6, 10 Spacer TSj-D Clear, TSjD. Spacer Ott] Castle 3000 XT F478S.02-116- Solar Ban 60.. Argo I 511 7 51360 9G% Arlon Fill, 45,. Rage.G, ID 26, 112 .0.3 316 0.-15 219.20 0-63 70-56 clelar !S-0SPVLer .Spacer IS-D. 0[d Castle 3000 XT F4785,02--116- Solar EL-i 50.1 Argo-21 S12 2 5B60 90% Argon Frilor 45#' page 60 1016 32 0_3 9-6 1135 11,20 01-63 Z0-16 Clear., TS-D Spacer Spacer TS-D #22 0'Ld Ca-sile, 30GO XTF Solar Dan 60, Argon S13 4 S1360 901%, Argon Fill, 45V Page GID to 64, 0_3 19.2 fl-35 27,940 40-32 Clv_ar� TS-D Spacer Spacer T S--D 922 Page Windew Framing & Glazing NFRC'Test VT A rd Quantity %W th Height Gialing itaf., spacer 5'F Each Total: SF Uafiadair UA SRGC SHGC A VT R ef UA WINE Old castle 3000 XTr 16- Ban rg .514 SBEio 90% Argon Fill, Solar 60, Aon 450. Page 6, ID 16. 03 14.4 0.35 161 6.30 G-1024- 4 Old CRstle 3000 XTIL F4-785.02-116- 5011ar Ran 60, Argota 515 2 SB60 90% Argoin 171 110 451, FI;)8ee 15.e 113 16 32 0.3 9,-,G 035 11.20 0-63 20-16 Clear, TS-D Spacer Spacer TS-D 422 Ofti Castle 3000.xTil F47-85v0?v115v Solar am 60. Argon z SIG 2 SB60 90% Argon Fill, 45, Page 6,0 16 32 0r3 9'_6 0.35 11,70 0-63 70, iG See A610 SF Clci3r, TS-D Spacer Old Castle 3000 XT: F4785.02-116- From Revit 501JAr Ban 60, Argon 537 SBW, 90% Argon Fill, 45� Page G, 10 16 IG .4.8 10.35 5.60- 0-63 10-018 TS-0 ., Spacer Spa�ef TS-0. CI ear Old Castle-3000 XT= F47-605,02,11.6. Entravace Solar Ran 60, Argon 1 03 4:9 0,35 5: Go 0,63 101.03 5B60 50% Argon, 451, pagl� 61, Ili 16 Dr Dedu-ct Clear, TS-D spacer .Sparer TS-D 42-2 01. 4A Castle 3000 X_21� F47J35s'.02s116" Place. Solar Qajj I S1360 90% Argon F1.11, 45,- Page 6e 10 IG 16 _1043 42 0,35- 5.60- 0.63 10-08 Flc�cler Clear, TS-D Spacer - Spacer TS-1a 922 Summary Tatak 769 210040, 483.84. Total SF i6f Fenestration 7168 Average UwFaActor 03 Average SHGc 035 AVerage VT 0461 Me 33 2012 WSEC Energy Co4e Fenestarion Schedule, Entran-ce Doors Co4e-Com Dance Wlindow TVQuantity Width Pe Height Destiption Glazing Description NFRC00-10 ST Each Tota'15F U-factair UA SHGC SHGC Aw VT VT A 57 2 9 Thermally Rroken Solar. Rain 60,� Argon Doors Clear, TS-0 Spacer Defilult lie Fact" 72 144 0.6 96.4 035 50.40 0.6 SGAG 0 0 0 0 0. 0446- 0 0,22 0-00 0-37 0.00 summary Totoli 144, '50, 40 86AU Total SF of Fefiestraficyn 144 Average U-Factor 0.6 Average -SH6C 035 Average VT 04MG Nan Metal All Metal. Entrance Doors Metal, Fixed AveraZe -SK,GC 01-20: Average VT 0w47 Overa I I AVer'age-SHGC & VT Avg. SHGC Avg. VT Sr 0.20 0.46 19521 0-35 Orb 144 0.35 GV.63 7,68 -Totals- 20433 Total SF -of Store, 912 Front ASAGC AVT 396423 '9077 50-40 86 MOD 4= ... .... . . .... . .... .. ..... j r d 16, , 4 PaWick C. Raws 2M819-7684 "Dom- wlil/zou IN Energy PO �jq 65052 ] Pr 010 d.5 HWV 99 Edmond s .rMpsultant tywn 5 LA E La W4_ •I �T) � a R", at '5eat&,0 WA!-38:15gr Page 3.4 , 2015 WSEC Energy coda Feryes tarlon Schedule, Non Metal, (Afl) for Energy C6.de-Campfiance WindOw Total UN qu3niltv Width Rekht Des 'Ptlo®r .4 luinztescrifftion NFOCCPD# SFEach � OA SHIISSIC SH*C A VT VT A' Type V. Factor W1 X0. Awupg Vinyl VP1 Cardinal 366 9'21% VPI-A-2D-! 17' 163 - 0_�6 42.90 0,48 29.70 - 0.42 - G9.30 'Aeffl f Qh Clea -OW01 01182. 5 166 5.5 Awning, Viftyl VPJ Ordin;kl 16f; 92r VP1-A-20- 20 i0i 0-26 26.17 0-18- 13.12 C1.42 :4217-7 Axzon,.Vear 01 IaZ0000.1 515 Casement Vinvi VP1 Cardinal 36 Ei 02, VPLX-19� 33 4587 0.26- .11 -92,62 111 82 GA z 197 61�4 kgon, oi2w�xiaai 5.5 Caa;5ement Virxyl.VPI Cardinal 366 00 ' . VPI-A-1 9- I SG 58911. 0.26 .1531.53- 0-18 20Er0.29 0.42 2474.01 krgan,, Clear e 01217 Vi301 SGD 138 C) 7 SGD Vjq VPI Cardinal 366 U, VPI-AL-22- '02372wDW131 63 8694 0,29 2521,26 0-2.2. 1912,68, 6.5-2 4S20,98 Arion, 2 T SGO VinVI V!111 �-_ardlnal 866 #Zo VRAT22a 42 84 0-29 2&315 '19.49 0.52 0 0 .0-29' .0.00 0.00 0.39 0-00 Hafer ToMI CK 413 Tata-Is 19521 513-9494 39"M Ave- race Window S$ 47 Summ-aly Total 5,F of Fenestration A521 AverAge U.Partor 0.2-73 Avecage SNGC 0.20 Average VT 6 a StUdIC'MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 TITLE STAMP KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 L1 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 /3 11.14.19 FA M1 I I rj I COMA 0 ;yfi D.escription LGS W/ Brick Page.43 Wood Stud Wall Assembly Calculations Patrick C, Hayes 206w81916-84 Datet 12/11/2018 Assembly ID is/G010 I Energy ---- Consultant PO Box 65052 Projects. HVVY 99 Edmonds ------- Component R Net SF_ of Assembly Component U- Description Wood Frame Exterlor Walls Patrickchave512 . . .... Assembly Components Factor Assembly UA Factor U-Factor Source Type V 1hr walls Page 4.7 Psn.com --Seattle,, WA 98155 Brick one Cell Deep 0,33 Assembly ID 20p2wOA/GO10 I stud 1 CMENG ONE Ai• r Space 0491 Component R Net SF of Assembly Component U- STRAZZARA Punthed peniin Window Quantities Page 3.5 Assembly Components Factor Assembly UA Factor U-Factor Source 2" Semi Rigid Mineral Fiber, 1141/in. 8,40 ARCHITECTURE PLANNING Window:Quantilty Schedu[e for Energy Code Compliance Only. Do Not Use for pricing), Not to be 5.5" Metal Stud, 16" oc, R21 161F OC 935 09-107 A10341641(l) CONSULTING Used by Suppliers') WSEC 2x6 Wd FR 1 11211 Intermediat Framing, Insulated headers,, 2 Stud A103301(5) SF Source SF Corners-, Headers 'in the floor system, R21 at . Rim 18.52 0.054 WSEC Window 01 WESTERN AVE SUITE 200 WirndowType A200 A201 A202 A1110 P1 OAS/561 1197 SF Source SF Seattle, WA USA 98121 TyEe OA16/5,2 512 OA29/5*3 586 . 50 206 587 3797 tel 0 0 Total R Factor 18.66 OA16/5,2 512 OA3315.3 522 206 Steel Doors.. 3 3 steel Less Vin" I Doors Less Store Front Y WVVW. stud iorn s. corn Elevator Total U Factor .0005 Glazing -912 Total R Factor 18.519 Glazing., Ll -L5 -09761 Elevator Doors 12 12 Total U Factor 0-054 Doors Total Net SF. of Assembly 1309 Tota 1. N et SF of Assem b ly 49411 Stair Shaft Assembly' UA 70.18 Total Net SF 1309 Stair Shaft Doors 11 11 Assembly UA 266822. Total Net SF 49411 Doors ME Glazed Doors 0 Glazed Woo-d Frame Exterior Wall's 2hr Total SF of Mass Wall 4476 Descripfion Page 4*8 9070 SGD 37 .53 48 138 9070.SGO walls .6070 SGD 2 2 6070 SGD TotalUA 28723 Assembly JD 20A 21" G010 0 0 Average Mas's Wall U-*Factor 0.064 Component R. Net SF of Assembly Component U- Assembly Components Factor Assembly UA Facto"r U-Factc,r Source 16:6 T-Check Mass Transfer Deck slab Edge Totals 37 53 so 26 0 0 0 0 166 Total 26 Wd FR, R21, Intermediat Framing, Insulated headers, 2.-Stud A1034 al(s) Corners Headers in the floor system, R21 at Rim 18,52 0.054 WSEC Description Not Insulated Slab Edge Page 4.4 2 Extra Layers of 5/8" Gyp 1,12 Patrick C* Hayes 206*819*7694 Date: 12AI/2018 Energy Consultant PO Box 65052 Pr 'ectm. HWY 99 Edmonds Assembly ICE See all Sections Sheets SF Source. SF 0i Component R Net SF of Assembly Component U- OA33a 6700 patric.kchaves1P_msn.com Seattle,, WA 98155 .. .. . .. . Assembly Components Factor Assembly UA Factor U-Factor Source Page 3.6Yy Al Less HM Drs. -231 Table, A101.5 2015 WSEC Energy Code Total R Factor 19.639 WSEC 7_7" 71k, Not insulated Slab Edge 1023 0,916 .. . . . . . . Opaque Door Schedule for EnergyCode Compliance Total U Factor 06051 . . ....... .10 Total Net 5F of Assembly 6469 M sse ma e Un-Factor _SF Source SF Door Type Quantity Width Height Desription. SF Each Total SF UwFactor UA Source DbI Skin' Steel Table 0A17/5.2 36 Total SF of Wood Stud Wall 55880 Goodman Real Estate Emergency Exit Door Tota I R Factor 1.23 0A.27153 346 Total UA 2997.62 Steel Doors 3 3 7 21,.00 63 0,31 1%53 107.1(3) 1.76" Polyurathane SEC Total U Factor 0.816 Average Wood Stud Wall U=Factor OmO54 TITLE Foam. 11 1 DbI Skin Steel Table Total Net SF of Assembly 382 ....... ...... . .. iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillI Will III INS Emergency Exit Door a Elevator Doors 12 3 7 21.00 252 0.31 78.12 107wi(3) Assembly UA 311w42 Total Net SF 382 Mass Floor Assembly Calculations HVVY 9%7 1.75" Polyurathane SEC Foam M 0 N D Ago DbI Skin Steel Description Insulated Slab Edge Page 4sS Des c'noption Insulated. Floor Page 4.9 Table Emerg'ency Exit Door Stair Doors 11 3 7 21.00 231 0.31 71.61 107ol(3) Assembly ID Assembly 11.13 31,33, 34/GO10 1.75" Polyurathane r% SEC Component K Net SF of Assembly Component U= Component R Net SF of Assembly Component U- 23400 HWY 99 Foam U-Factor Source Assembly Components Factor Assembly UA Factor Assembly Components Factor Assembly UA Factor U-Pactor Source EDMONDS, WA, 98026 0 0 0.3 0 STAMP Totals 546 -- ----- .. .... 169 1.5" Polyiso Rigid,R6.5/in 9-35 Ind. Std. Table, Al 01 4.5 R38 Batt under PT Deck- or 6" Foil Face Polyiso at R6w5/' 01,00 0,025 Ind. Std, WSEC Summary Slab Edge 1.23 Oo,816 SEC 4 Total S�F of Opaque Doors 546 SF Source SF AveraLye Door -Factor 0310 SF Source SF OA11/5.1 2306 OA18/5+2 29 T6ta] R Factor 40.00 Patrick C* Hayes 206.8191684 Date 12111/2018 Total U Factor 0,9025 Ene. Consultant: :P-0:13ox 65052 P *ectl: HWY 99.: Edmonds Total R Factor GA28/5 3 686 r9y. rol. . Total Net SF of Assembly 23960 KEY LAN patr*lckchamesl@msn.com Seattle, WA 98155 Total U Factor OS09 Assembly UA 599,00 Total Net SF 23960 Total Net SF of Assembly 715 III WIN .. . . ....... 2015 WSEC Energy Code Assembly UA 65.19 Total Net SF 715 Total SF of Floor 23960 1111al Assembly Calculations Total UA 599800 Average Mass Floor UmFactor OzO25 Total SF of Mass Wall 1097 Group R Mass Wall Assembl' a ions y Calcul t* Total UA 376*60 R'00fAS sembly Calculationso Insulation Enti.rerly Above the Deck Average Mass Transfer Deck SE U*actor 0343 .. ..... . .... Description Concrete Wall Page 4a1 Description Page 410 ............................... Assembly ID 3/GO10 Metal Stud''all Assembly Calculations Assembly ID 37/G010 .. ...... . .. ... .. Component, R Net SF Of Assembly Component U" Component R Net SF of Ass.embly. Component U- Assembly Components Factor Assem'bfy UA Factor U-Factor Source Assembly Components Factor Assembly UA Factor U-Factor Source Description CMU Upper Page 406 10 concrete or CMU at R.062S/in 0.5 Out. Side Air Film 0.17 .Assembly ID 6/G010 Table. A101.5 Membrane 033 2" Semi rigid Mineral Fiber, 134.2/1n. 8v40 WSEC Assembly Components Component R Net 5F of Assembly Component U-m U-17actor Source Protection Board 09,50 WSEC 0C Factor Assembly UA Fa' or Minimum 6" Polyiso,. R6.5/in 39e00 3.5" Metal Stud, R13.24 8.06 0.124 SF Air Space 0091 PROJECT NUMBER Inside Are Film �R.69,+ Outside Air Film R.17 Ox85 OA2/5.1 792 Inside Are Film R.68 + Outside Air Film R.17 0.85 Sheathing 045.0 0s027 WSEC • OA13/5,2 384 Table. Al 01.5 18305 A103,161(l) Total R Factor 17*81 OA15/5,2 427 8" Met.al Stud, 16" oc, R30 16" OC, Corrected at.5 15,,00 0109 2 Layers of 5/8" GWB 1,12 WSEC WSEC ISSUED FOR: DATE: Total U Factor 0006 2" Polyiso, 116.5/in.,,, Z Firring., Corrected at.8 10.40 nside Air Film Heat Flow Up 0461 SF Source SF OA10/51 30454 Total Net, SF of.Assembly 1603 BUILDING PERMIT INTAKE 12.18.18 2 layers, of 5/8" GWI3 1,12 SF Source. SF Total R Factor 43.140 - ....... BUILDING PERMIT INTAKE 2 02.07.19 Assembly UA 89-198 Total Net SF 1603 Total U Factor 0.023 OA3/5,1 2 1020 BP CORRECTION #1 05.22.19 Total Net SF of Assembly 30454 Description CMU Lower Page 41 OA14/5'e-2 2 544 BP CORRECTION #2 08.01.19 Assembly UA 705,93 Total Net SF 30454 Total R Factor 26952 BP CORRECTION #3 Zj, 11.14.19 Assembly ID: .6/GO10 Component e en Total U Factor .0,038 R N tSF of Assembly Compon t U� Total SF of Roof 30454 Assembly Components Factor Assembly UA Factor U-Factor Source Total Net SF of Assembly 1564.17 Total UA 70SM93 Table. A101.5 .58J,98 Total SF 1564 Average Roof U=Factor OmO23 Assembly UA 8: concrete or CMU. at R.062.5/in 0r5 WSEC WII I Table01.5 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliililI RIM III III I Slab On Grade Assembly Ca 2" Polyiso, 116.5/in., Z Firri% Corrected at.9 10,40 WSEC Total SF,of Metal Stud Wall 1564 ....... ..... APPROVAL BY: 5) 11' 8 t'GWB 0.56 0,124 Total UA 58298 Descrip#iqn. Not Insulated Slab on'Grade. Page 4*12 Inside Are'Film R.68 +,Outtide Air Film R.17 0485 SF So'U'rce* SF Assembly ID DRAWN BY: LB, MA, AZ, AW Average Metal Stud -Wall V4a.ctor OvO38 CHECKED BY: LB Component F Net LF of Assembly Component F- OA3/5.1. 2 - 1020 Assembly Components. Factor As'sernbly FA. Factor F-Factor Source SHEET CONTENT OA14/5.2 2 544 Total R Factor 12.31 Not Insulated Slab on Grade 033 0*73 A106*1 SEC BUILDING ENERGY Tots I U Factor 0408 SF Source 1F CODE CALCULATIONS Total Net SF of Assembly 156.4 0A6/Sr,1 232 Assembly UA 127oO6. Total Net�SF 1564' Total F Factor 0e73 NO-V 19 20M Total Net 5F of Assem'bly 232 BUILDING DEPARTMENT SHEET NUMBER Assembly UA 16.9*36 Total. Net SF 2.32 CITY OF EDM0wNLr)S Total LF of Slab on Grade 232 Window t]3 FD43, nerg, Proj( 13atric Total FA 1691836 Average Slab on Grade. F-Factor 0.73 P attltk C Hay" a.206,819,76M Ener" Consuttant PO Box 65052 4 E3atrtE:kch;3va,s10msn_cam Seattle, WA 981$S lim Date: 1211112018 HWY. 99 Edmonds Building Opaque Assembly SF Calculations Unit by Unit Heat Loss Summary, and Room b Room Heater Sizing Page 5+1 OA 9 OA1 OA2 OA3 OA4 OAS OA6 OA7 OAS OA9 0A10 .....-M 0A11 main Pi Pi Pi Pi Pi Pi Pi Pi Pi Floor Level of OA Roof Elevator Descriptlon of Gross Wall Mass Wall CM all Concrete LGST Brick SOG OA Wall Detail or A_ssembly Height of OA I LFofOA .18 30 41D 26 232 30454 30454 30 i$ 43 -6494 51 14 64 Total LF of 0A 428 Number of Floors Total SF of OA 428 99 255 40 133 232 0 0 0 30454 23960 I I 792 2040 320 1197 232 0 0 0 30454 23960 Building Opaque Assembly SF Calculations Page OA # OAl2 OA13 OA14- 0A15 0A16. OA17 OAIS OA19 DAZO OAZI OA22 Level of OA P2 P2 P2 P2 P2 PZ P2 Ll Elevator Not Description of insulated OA rossWall MassWa[l CMU Wall Concrete LGSe Brick Insu . lated TD Tt) SE Wall SE Dill Or Anem 41y Retight of OA 10.67 10.67 10-67 10,67 0.66 0166 1 LF of CA 226 36 58 40 48 54 44 44 Tata I LF of OA 1 226 36. 102 40 4Z 54 44 0 0 0 a Number at Floors Total SF of OA 226 384 108820 . 427 512 36 j 0 0 0 0 Patrick C. Hayes Energ Consultant 206*8193684 PO Box 6SO52 Seattle, WA 98155 Date, 12/11/2018 Proj ect, HVVY 99 Edmonds 2015 WSEC Residential Energy Code for R Occupancy Unit by Unit Heat Loss- Calculations Degree Delta 46, Deg A10 Blp U nit Type B2 B 3 C 1 C2 D 1 D2 Level All Ali All All All All Unit SF 525 660 682 820 1098 950 Slab on Grade LF 0 0 10 0 0 0 AG.:Slab Edge SF is 16 22 20 62 58 Floor SF 0 0 .0 0 0 0 Roof- SF 525 6 60 682 820 10,98 9:50 Volume OF 4725 5940 6138 7380 9882 8550 G: ross - Wa I I S F 135 144 198 ISO 558 522 W+lndo'ws 5 F 63 63 96 66 229 230 Opaque Door SF 0 0 0 0 0 0 Net Wall 5F 72 102 114 329 292 ... .. . .... Slab n Grade F 0 06000 0S:000 0&000 0.000 01.000 0.8,000 .5la.b.o.n Grade.Btu/hr 0 0 0. 0 0 0 AG Slab Edge Avg. U 01.343 0343 0,343 0,343 09-343 0*343 0*343 AG Slab Edge . Btu/hr 237 253 347 316 979 9.16 Floor''U 00025 00025 00025 0,025 0,025 00025 0w025 Floor'Btuffir 0 0 0- .0 0 0 Roof U 0,.023 00023 05.1023 0.,023 0*023 0*023 0*023 Roof Btu ffir 559W81 70336 727*21 87436 1170*79 1012*99 volume CFM x 1871 2352 2431 '292.2 3913 3386 Delta T Glazing U 0173 0*273 0*273 04272 0,172 0+272 0*272 Window Btuffir 793 793. 1200 825 2862 2875 Opaque Door U 0,310 0310 083 10 0310 0310 0310 0310 Opaque Dr Btuffir 0 0 0 0 0 0 Net Wall U 0.054 0.054 011054 0,4054 0,.054 04054 04-054 Net Wa I I Btuffir 179 .200 252 281 812 721 Patrick-C. Hayes Energy Consultant arlackchavesIP msn.coll! 206.81907684 PO Box 65052 Seattle, WA 98155 Fates 12/11/2018 Project* ect *Im HVVY 99 Edmonds 2025 WSEC Residential Energy Code for R Occupancy L Unit. by- Unit Heat Loss CaIC u lations Degree Delta. 46: Deg Unit Ty D3 D4 DS D6 D7 ni pe .Unit SF 1068 768 1020 1080 1109 Level All All All All All All Slab on Grade LF 0 0 0 .0 0 0 AG SI.ab Edge SF 69 34 64 72 75 0 Floc SF 0 0. 0 0 Roof SF 1068 768 1020 1080 1109 0 Volume CF 9612 6912 9180 9720 9981 0 Gross Wall SF 621 306 576 648 675 0 wlndows SF 196 129 212 246 236 0 Opaque Door SF 0 0 0 0 0 0 Net Wall SF 425 177 364 402 439 0 Slab on Grade F 0 01,000 0�000 0.40.00 0,1000 0,1-000 0*000 Slab on Grade Btu/hr 0 0 0 0- 0 0 AG Slab Edge . Avg, U 0.343 0*343 0.343 0,.343 0,343 0,343 0,343 AG Slab Edge Btu/hr 1090 537 1.011 1137 1184 0 Floor U 0.025 Oo025 04025 0,,025 0,,025 0-F025 0,,.025 Floor Btu/hr 0 0 0 0 0 0. Roof U 0m023 0,023 -04,023 0v023 0w023 0*023 0&-023 Roof Btu/hr 1138,80. 818-m92 1087.62 1151.60 1182,52 0.010 volume Glazing U Window Btu/hr OpaqueDoor U Opaque Dr Btu/hr Net Wall U Net Wall Btu/hr Q=1,.,08 x CFM x Delta T 3806 0173 0173 24 66 0,310 03110 0 0,054 0,054 1049 273.7 3635 3849 3952 0 0,273 0172 02272 0.272 0M272 1 623 2650 3075 2950 .0 0310 0.9310 0310 0.310, 03 10 0 0 0 0 0 0.054 9r054 0,054 0*054 01r-054 437 898 992 1083 0 Unit by Unit Heat Loss Summary, and Room by Room Heater Sizing 4*4 Archie-ecturzi Testinp NFRC 100/200/500 Sign ry Sheet Series 3000. XT Stwoefront F479-55,0 2- 116-45 Page 6 of 8 StUdC�MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 TITLE STAMP KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 Zj, 05.22.19 BP CORRECTION #2 a 08.01.19 BP CORRECTION #3 /3 11.14.19 APPROVAL BY: 5 � 101 \ / CON ` N. PLANTER [V ! j I 3 Q ,� \. \ , f 409.84`LOBBY 1�LEASING pi/ 409.84' \ `. U �. 110 4.0 SEE I.D. FOR ADDITIONAL \ � i 4' >r 4� rS:00D --.,LOBBY DETAILS IT '(C U) BUILDING SERVICES PER.7 MEP & CIVIL . 73, ,, _ -\ ; / / \ / / �/- - PARKING LEVEL P1UP T ` 4 mow`` f OPEN TO`ABOV _ - - ` - , 100 - / �� . �� - 'j� Sim = r A155 409.84 - -\ CID (cQv) / - - - - - - - - - - - - UNDER SLAB STORM - - - �\ WATER DETENTION VAULT i 7 f \ r - PER CIVIL/&-STRUCTURAL c PI) -409.16' p,, 3 Ti2., i \ (CN')f\ • A401 �� '.' �-=` _�'� / / EXERCISE pAGM') =/_ N / / 409.84 �� 2 ,.r \ j A400 CL' -Olt - - - - - - - - If.;` DN (CK) ''_/ : ` ,407.40' 2'. 6 '►� 407.34' C J C A301- Moi _(CH')/ 40 �A401A (CG') 1 C F A200 G' E')� 75• _ �\; 406.35 \_ _ (CC(C B 1 A301 �_ FFRR Gqs R 25''.- 2'11 " 16i,_ 6" �Z sirlei I. _-7� 212 \ 11161. _ 1,_0,�- 3'-3" TO PIL 1 R r 1i - 5 314n TO P/L r N � ' co �+ N ` 405.21' \ i M r J 0 1 0 c 1 icz C3 C7 C8 C13 C14 C 15► 2 A300 GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE 3'-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. = DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G010, G0031 G0047 G0113 G012 & G013 FOR ASSEMBLY FIRE RATINGS PARKING NOTES: LEVEL P1: 65 STANDARD STALLS 51 COMPACT STALLS 7 ACCESSIBLE STALLS 123 PARKING STALLS TOTAL LEVEL P2: 59 STANDARD STALLS 62 COMPACT STALLS 8 ACCESSIBLE STALLS (2VAN) 129 PARKING STALLS TOTAL 252 TOTAL STALLS NOTE: SEE CIVIL DWGS FOR P1 & P2 GRADING &DRAINAGE PLANS. SEE LANDSCAPE DWGS FOR SITE &PODIUM DECK LANDSCAPE PLANS, DETAIL &NOTES. LX�f. '- NOV 19 2319 e ■ pp i GI Y Y OF- ��vd�rod4� ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. S t u d IC�MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 61$� REGISTERED ARCI-Iy?V.CT P. TARLES STRAZZARA STATE OF WASHINGTON TITLE STAMP KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE BP CORRECTION #1 Zj, 2 02.07.19 05.22.19 BP CORRECTION #2 BP CORRECTION #3 /3\ 2 08.01.19 11.14.19 APPROVAL BY - DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS LEVEL P1 SHEET NUMBER I i � I ' I I I i I I I I I i 20' - 2" ` TO P/L I I d Al 3 A301 CT CS I CR CQ ICP CN CM CI L CI K CI J 14'- 9 1/2" 9'" 10' -9-0 2i'-6" 16-6"�2 -0", G005 01 3'-61/2' 5'-41/24�1 CH CG - 011=-Ji 1 16' - 1" 1 A301 CF �(C �CDCC *v 24'-0" 14'-6" I 8'-71/2" 25'-21/2" 16'-6" 01 o r- - C1 -1 oe 8 6 8 0 _ I S TORY XC3 a TYP. TYP., C A201 2 \ (D Li 0 C C— C— _C — G�— — CN — N 0 o \ v - - - — c')409.84' co sXC41A�N AoovC3 5'19-1 1/401/2"16'-6"111, - — 2� -0 / 11 -0 \15 -8 9 -4 22'-0" 1'-0" 22'-0". CLR Lle CLR I MIN CLR C4— — — — — — -- A2o1 XC5 it — `° c c c C c c c c c c 0 3 1 �� ? N - o _ - - V-0" 1'-2" � °° Xi 409. 'REL - �' V n — ^ - iv JL 8'_ 8" 22' - 6 3/4" 2' - 5 1 /4" N n N C6 - — ATE - = _ - - XC7 I ^^ ERR N / 7). V n \ n O Ell M 71, 8 J1 9'-51/2" 3'-3" 6'-31/14 zo Rm� �� h - XC8' '04 \ \ C\\ �, 409.84' I - N Q0 26 \ 7 °o n w PARKING LEVEL _ w 27 � 100 0 � 0 � A/Z 0 ----- --- /'- W LLJ � 409.84 �' O I I it XCQ / \ w U- XC P CN ' " ,W.79� L \ W / sLu \ \ \ \ \ ?' p \ s' EXERCISE o >XCN S„ \ \ (A400 \ 1/ „ ° L w - r` XC M ` 9 ? � / \ \ 30 � 0"\ \ \ ?) 4' - 9 1/2 " � � \ — — - \ \ \ \ A400 , A\\\/�, 0 Lu CD v v 3CK , / ?s, D \ \ / �', 6 1/?., 407.34' iv U (j 1 N 4 5'-3" 5'-6" \- \ \ A401 1 XCJ_ \ \ / OVFiQq 1j?"" 13, 3 8 / BIKE A E \ ?' A�401 XCH /?- ° 3 103 I w > w V \ 2 � 405.30' � � � I v v v A XCG / 3. XCF CIO \ \ \ \\ \ E R - 7 ELEC ICAL T-3" TO P/L 0 in N 3) A200 N J Q o � � w v O N N N 0 — M io 0 C7 N F1 I = \ \ \ v A200 6 \ X EV p '. 11/? / ? 104 - = R 11 0 101 0 05 , ° � � - � ANSF RM R \ \ \ \ XC D v 405.30' TO L \ 9" � 405.30 � cal \ \xCC v � XCB C3 C7 w• C 121 C 131 C141 C GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE 3'-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. = DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" \" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G010, 0003, 0004, G011, G012 & G013 FOR ASSEMBLY FIRE RATINGS PARKING NOTES: LEVEL P1: 65 STANDARD STALLS 51 COMPACT STALLS 7 ACCESSIBLE STALLS 123 PARKING STALLS TOTAL LEVEL P2: 59 STANDARD STALLS 62 COMPACT STALLS 8 ACCESSIBLE STALLS (2 VAN) 129 PARKING STALLS TOTAL 252 TOTAL STALLS NOTE: SEE CIVIL DWGS FOR P1 & P2 GRADING & DRAINAGE PLANS. SEE LANDSCAPE DWGS FOR SITE & PODIUM DECK LANDSCAPE PLANS, DETAIL & NOTES. Stu \ OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com © 2020 STUDIO MENG STRAZZARA Goodman Real Estate TITLE HWY 99 EDMONDS 23400 HWY 99 EDMONDS, WA, 98026 STAMP BLD2018-1622 #7- MISC REVISION Apr 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEY PLAN \ XCA \ \ \ \ \\ \ 4'- 6" 7'- 4 1/2"-8'- 7 1 /2" 25'- 2 1 /2" 16' - 6" i M J 2 \ - D_ A300 REVISED PLAN APPROVED \ \ \ \ \ \ \ 72'-2 1/2" o CITY OF EDMONDS BUILDING DIVISION PROJECT NUMBER \ \ \ \ \ \ \ \ \ \ \ CF CE CD CC ° o CB CA Eri,& C4wfew 18305 \ \ \ \ BUILDING OFFICIAL \ \ \ \ \ \ 2 Apr 25 2022 ISSUED FOR: DATE: \ \ ° APPROVED DATE \ \ \ \ \ \ \ \ A200 01 0 BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 2 _08.01.19 \ \ v A \ BP CORRECTION #3 3 11.14.19 \ \ \ \ \ 2 HR FIREWALL CORR. 4 02.03.20 \ \ \ CONSTRUCTION SET 02.18.20 \ \ \ Level P n \ \ BP REVISION 5 04.04.22 ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. (i APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS LEVEL P1 SHEET NUMBER C1 C2 3 Y CUW) CT CS CR CQ CP CN (CM } 314' - 9 1 /2" \ i CF 1 A301 CE CD)(CC CB CA o I �� ` 202B \ ` �— --� [ oo 73, , RE Y. / $ 22 - 0 1 I � � �04 I 2 15 0 00 LOUY//L SJNG F12 \ f r� � �/ % D 2p CLR I' I I - cy 3.Sp..._ _..-- •0 I U E C8` 14' - 99 1 /21 14' - 10 1 /21, a 201 \ r' , C u U) ,LO \,'' , %f I `30•- / I i t �� ; / o I I 1 0 r �" % \ caco/�► i`' n _ 17 1 % , �� 6''' �� V N I I I Zr) I _ ` : / - co `2' -ti, /8�` 42 CMU I I 70, / \ / �{ / , , ` 7y�I l��` `' GUARD % I iLO / h 1 I �7 , ,2„ OPEN Tip BE W ` \ I i r ,I I / p� �- \ 01, PARK G LEVEL P2 qA _ ry, / % 42 CMU _ GUARD o � w (CQI)bo , �. w I C P,)w > LU 3 / / 4 7i2r, i I \ 4- 30 % / W u. ' sr-� r ELF a uj\ oft I (CN') A401 9 / / �/ � ` � � 1 r LLJ (CM / C L ` �� / 4 PAP 9 112 / 7/ r� / ` ` , Foi / ` Uj \ v 6 Uj \\,�A400A 910 0, CK) uu 3 � / E � ci A301 1 C 7/�'" �A401AH')EV EV EV 73r' ` / 2 A401 ' (CG) 1 17 301 Ile 761 pip w�w � J J U� U d d 7>� "75 \ f ' , 1 i ` k I 1 Al all 71 A I I0YtQ1 �- 7 -1 1'7 Level P2 Plan 1/1611 _ 11_011 r) co V a. 0 N r C1 C3 C7 C8 C12) 2 A300 GENERAL PLAN NOTES: 1. SLOPE SLAB 1 % MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE 3'-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. = DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G010, G0031 G0041 G0111 G012 & G013 FOR ASSEMBLY FIRE RATINGS PARKING NOTES: LEVEL P1: 65 STANDARD STALLS 51 COMPACT STALLS 7 ACCESSIBLE STALLS 123 PARKING STALLS TOTAL LEVEL P2: 59 STANDARD STALLS 62 COMPACT STALLS 8 ACCESSIBLE STALLS (2 VAN) 129 PARKING STALLS TOTAL 252 TOTAL STALLS NOTE: SEE CIVIL DWGS FOR P1 & P2 GRADING & DRAINAGE PLANS. SEE LANDSCAPE DWGS FOR SITE & PODIUM DECK LANDSCAPE PLANS, DETAIL & NOTES. r: NOV 19 2019 ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. stud'OMENG sTRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, VITA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 6181 REGISTERED ARC!-IY7E',CT STATE OF WASHINGTON TITLE STAMP KEY PLAN PROJECT NUMBER ISSUED FOR: BUILDING PERMIT INTAKE BUILDING PERMIT INTAKE 18305 DATE: 12.18.18 2 02.07.19 BP CORRECTION #1 71\ 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 3 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS LEVEL P2 SHEET NUMBER BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 Ll 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 /3\ 11.14.19 Level R1 Plan 111611= 1 1_011 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS �,� cl"O( Orr EZ - :� LEVEL Rl ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. SHEET NUMBER C? co N (V C4 LID C6 (V 8 9r - . co (A201' 2 X1 X3 � XC71 XC8' - XE (CW) U T S CS R CR CQ Q T N M L K J 5'-7" 2'-91/2" 30'-101/2" 13'-91/2" 5'-41/2" 9'-91, 16'-3" 34'-0" 22'..0" 16'-3" 16'- 22'-0" 22'-0" G005 I 2'- 5 1 /2" 1'- 1 1 /2" F 16'-3" 16'-3" E D C 12'-8" 6'-21/2" Le i A200 Level R1 Plan 1 /16" = V-0" tzz A CA 31'-3" -11" GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE 3'-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. = DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" \" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G010, 0003, 0004, G011, G012 & G013 FOR ASSEMBLY FIRE RATINGS ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. StUdOMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com © 2020 STUDIO MENG STRAZZARA Goodman Real Estate TITLE HWY 99 EDMONDS 23400 HWY 99 EDMONDS, WA, 98026 STAMP KEY PLAN BLD2018-1622 #7- MISC REVISION Apr 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 /1\ 05.22.19 BP CORRECTION #2 2 BP CORRECTION #3/3 _08.01.19 11.14.19 2 HR FIREWALL CORR. 4 02.03.20 CONSTRUCTION SET 02.18.20 BP REVISION 5 04.04.22 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS LEVEL R1 SHEET NUMBER Al 02 stud' 1 CMENG (cw) cu f ; U c 1 N 2 2 A201 co C2 CV A300 - -_ 2 3 !! A300 = C3 a _� -- i A201 C4 3 C4 C C 5 co C6) Cb 3 8 C7 C7 � yC C8 i (C Q) Level R1 Slab Edge Plan 1116" = 1'-0" 3/ A301 ` CR CQ CP f RI r I `1 I � � 1 CN)(CM (CG') CL CK ci f� r �- �0005 A610 A610 A610 A610 18 20 1 21 19 (CD') If CH CG) (CF 1 A301 CE I l•i E I D `, i A200 B 3 a2oo G005 c 1 C2 CAI: C5' C3' 2 A300 C2' STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, VITA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate TITLE 23400 HWY 99 EDMONDS, WA, 98026 STAMP 6187 REGISTERED ARCHAE.CT STATE OF WASHINGTON PROJECT NUMBER 83uu ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 Al 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 3 11.14.19 APPROVAL BY: DRAWN BY: LB MA AZ AW CHECKED BY: LB SHEET CONTENTS SLAB EDGE PLAN GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE stud'C'MENG LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE 3'-6" HIGH, TYP. CONTRACTOR STRAZZARA TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS ARCHITECTURE PLANNING 3.2 HR FIRE RATING TO BE CONTINUOUS CONSULTING 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE 2001 WESTERN AVE SUITE 200 THAN 450 PER IBC 720.3 1 Seattle, WA USA 98121 3 A301 5. A TWO-WAY COMMUNICATION SYSTEM SHALL A301 BE PROVIDED AT THE ELEVATOR LANDING ON 206 587 3797 tel EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE I STORIES ABOVE OR BELOW THE STORY OF EXIT 206 587 0588 I � U T S CS R CR CQ Q P N M L K J I F EID C B A CA DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. WWW.studloms.com 6. = DESIGNATES "TYPE A" UNITS - SEE UNIT I PLANS. ALL OTHER UNITS ARE "TYPE B" I UNLESS NOTED OTHERWISE / I 7. AMENITIES & COMMON SPACE FIXTURES, I ( ! 2'-19 12" 44'--8" f 5'-4 11� "9'-9" 16'-3" 34'-0" 22'-0" 16'-3" '-3" 2'-0" 22'-0" 16'-3" 16'-3" 12'-8" 6 -2 11 31'-3" 71- 1" PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT k S 112" - - - - - i - - - - - I A201 - - - - � - - - - - - - - I - I � - - � - - - 3' - 9" -� - 3' - 3" 8. AlL PARTYWALLS ARE WALL TYPE 21, UNO. 1 I I 9. EXIT SIGNS ARE SHOWN FOR REFERENCE I ONLY , ELECTRICAL, MECHANICAL AND PLUMBING ARE I I I 1 — — ttNf I ► DE I N B1 10. SEE GENERAL SHEETS G010, G003, G004, G011, TBI UNIT B1 UNITBI —UNIT B — UNj_jBf UNIT B17UNIT B1 UNIT Ah — I — G012 & G013 FOR ASSEMBLY FIRE RATINGS 405 I�406 407 ° 410 ° 4414 415 p 416 0� Do Cho 0 Cho o I2 2 I UNIT D3 UNIT D4 UNIT C1 UNIT UNIT C1 A201 2 � UNIT D5 I 404 408 409 412� 413 I CY3I € 1 I I M , _� L- - J J I I 'i t _ [ €I - - fill A300 I €€ I ® [IIA3o0 ° L I o 0 2 _ O — — LN 3 A300 1 UTILI I [ I I I 110 i a ti w _ I — - — , i I a o I I=1 U,TILI NIT Al _ A201 CA UP o I a o � y � co 400 I � 433 Inn� I �dN1T B1 C4b- ORRIDOR 11 - N 403 I I€ I [I € u € �-y r- rr 2` -© [I 11 I II I€ I Iv 5 - - - - ~ �- UNIT C2 r' s rr I 3` � I 6 UNIT C1 ----- � I I UNIT C1 C�t i I UNIT D , UNIT B1 C `� f ` ` 440 '� r ZD 441 436 - ri i 1 I o I UNIT B3 I i _ I t UNIT D o I I UNIT B1 o UNIT B1 ° UNIT B1 0 / 434 _ — _ — Goodman Rea! Estate — -- `� 402 - r _ \� - 439 _ 7 438 437 I I _ % ' I << I 8 UNIT Bl� - ,,` �6'" co UNIT 63 ( 420 , TITLE 9 1 0 ( I r I I o I [Y] o 10 HWY 99 ` - - 7� UNIT D1 I \ ,, UNIT C2 € � ' 3 - ` \ A200 0 i 3Lip A202 r UNIT C ` N / \ 13 421E , --� I it � ` C� — — 23400 HWY 99 .2,, - 1 1 rr -� EDMONDS, WA, 98026 DI A202 A A202 STAMP I II N UNIT C1 C.4 � � \ UNIT C1 6181 REGISTERED oo I °o ARC T B -- --- -�- 12 \ o° °o I UNIT C1 Arr I� I �I � 423 o LES S AZZ STATE OF W SHINGTON 3 � N A301 ` I UNIT C1 I I I �' A202 4 428 ! — I — 13 KEY PLAN UNIT B2 t UI�B1 I ZD ` 427 424 = L— I I _ _ 14 I ` } - j [\1 I ' _ _ - - {C 137 A200 I ° a ° o t - I, C 14 426 I UNIT D6 ! 1 I I 425 \ rn 15 \ CV 16 I _ I I 2 (['�� "� "�'�� Q % A300 '- a" 181.1011 18'-7 I „1}- IY�"-2 1/2" 181- 1011 l'- 11„ � PROJECT NUMBER r '4 Q Q 31_ 91f _ z z � 18305 H G CD D C CC - B A CA U� U DATE: ISSUED FOR. = 1 A200 BUILDING PERMIT INTAKE 12.18.18 A301 U BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 Al 05.22.19 BP CORRECTION #2 /2\ 08.01.19 BP CORRECTION #3 3 11.14.19 1 LeVel R2 Plan 1 /16" = 1'-0" APPROVAL BY. - DRAWN 09 BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS LEVEL R2 I ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN ��OV 19 209 INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. R'-DE G 0E-R,P.,Rw",7 ,,7.-% I" cfiy OF SHEET NUMBER 44' - 8" 2201 2 1 "' A300 2 3 A300 N 7 N (\ 4 -CD A201 C4 3 X2 6 C6 - X3 (V CM A 3 A301 S CS RI CR CQ Q P I 5'-4 1/2"9'-9" 16'-3" 2'- 5 1 /2" 11 - 1 1 /2" tF N M L 34'-0" 22'-0" )r 16'-3" 1 I I I I K I J I I I 16'-3" 22'-0" 22'-0" i A201 I 1 I I F I 16'-3" 1 1 A301 I E ID C I 16'-3" 12'-8" 6'-21/2' I 3'-9" 18'-10" H G 31'-3" I I II 18' - 7 /2" _11' - 2 1 /2% 2 1 /2" 18' - 10" 3i CD� D' C CC\ 2 1 A200 ,; A301 Level R2 Plan 1 /16" = V-0" 0 A CA 7'- 11 N CD co M CD 0 N N 2 A300 3 - 4 5 10 12 13 M N C 131 I �C141 �'\ N 15 \ N �\ 16 2 A300 7'-11" 1 B 3A ICA GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE 3'-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. = DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G010, 0003, 0004, G011, G012 & G013 FOR ASSEMBLY FIRE RATINGS ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. Stu dOMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com © 2020 STUDIO MENG STRAZZARA Goodman Real Estate HWY 99 EDMONDS 23400 HWY 99 EDMONDS, WA, 98026 TITLE STAMP KEY PLAN rmuiru 1 iNuiviOr—M 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 /1\ 05.22.19 BP CORRECTION #2 2 BP CORRECTION #3/3 _08.01.19 11.14.19 2 HR FIREWALL CORR. a 02.03.20 CONSTRUCTION SET 02.18.20 BP REVISION 08.12.20 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS LEVEL R2 SHEET NUMBER 3 A301 (cw) 5' -' 1 r ! 1 M 2 A201 2 I l co -� M , A300 2 I 3 A300 N � 4 c C4 6 C68 N r 9 M 1 A202 4\ 3'-9 A301 f I Level R5 Plan 1 /1 611 1 1.011 / �31- 3" r ! UNIT D5 717 , r 1 co I :—A ! — —_ f r cn 10 N CD N I ! co i c0 �- — � — 14 C13� C \� r l Z_� 14) 15 16 N � \CA3 GENERAL PLAN NOTES: 1. SLOPE SLAB 1 % MIN. 5% MAX. TYP, TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE 3'-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. k:�2 DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE. FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G0101 G003, 00041 G011, G012 & G013 FOR ASSEMBLY FIRE RATINGS ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. stud 'C'MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Rea[ Estate TITLE PROJECT NUMBER ISSUED FOR: BUILDING PERMIT INTAKE 18305 DATE: 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 /1\ 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 3 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW _ CHECKED BY: LB SHEET CONTENTS LEVEL R5 C? 1 "' A300 3 (V N 4 C4 6 M (CW) U T 8' - 4 /2" I I (A201 2 UNIT 50, I ---------- - 3 '111A301 S t�,56- R CR CQ Q P N 44 1 /2" 0' - 10 1 /2" 16' - 3" 34' - 0" 2: Le 11 2'- 5 1 /2" I II I I I l� I II I M L K J 16'-3" 16'-3" 22'-0" 2 I I I I I I —(A201)_ 1 1 1 ........... 1 A301 I I F E ID 16'-3" 16'-3" 12'-8" I I I II I I II A202 4\ \ I I I I I I � 1 I I I I I M 000 ala w w �I� H UIU 3'-9" 18'-10" Level R3 Plan 1 /16" = V-0" C? M 3 �2OO�= 0 N N 0 N 13 N— 14 N _ 131 �C141 \ 15 16 2 A300 7'-11" 1 GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE 3'-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. = DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" \" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G010, 0003, 0004, G011, G012 & G013 FOR ASSEMBLY FIRE RATINGS ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. Stu dOMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com © 2020 STUDIO MENG STRAZZARA Goodman Real Estate TITLE HWY 99 EDMONDS 23400 HWY 99 EDMONDS, WA, 98026 STAMP KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 2 BP CORRECTION #3/3\ _08.01.19 11.14.19 2 HR FIREWALL CORR. a 02.03.20 CONSTRUCTION SET 02.18.20 BP REVISION 08.12.20 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS LEVEL R3 SHEET NUMBER 1 3 IA301 A301 I (CW) U T S cs R CR CQ Q ID P N M L K ! F E C B A CA ' 1I Lor5'4" '-D'-0'-0`-016" -11', 344-8" 16-312-831'-3" 716 " 2'-5112" E' toe 3`_9„ f' 3'-3„ A2 1 N 16'-0o' 1 flA cv ' — —{ — NIT-B'1 NIT B'1 UNIT B'I UNIT 131 — UNIT 131- UNIT B'1 UNIT B1 —UNIT AA51 r ----- -- ZY) —,- 2 co , M r O_.paIlli r CC) N � N r <B¢ r WW z�z UU Q� Q N 00 r co Fliv A IeUJ4 0 i I i I 1'-21/2" I I 1'-2112" I 9" 18'- 10" 11'-2 112"� 11 11'-2 1/2" 18'-10" �T. 11„ 1 i 3'_9,f H G CD D C CC B A CA 2 1 A200/) A301 Level R4 Plan 1 /1611 _ 1 }_Olf co 3 10 11 12 13 2 A300 GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE T-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. = DESIGNATES "TYPE A" UNITS -SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G0107 00037GO04, G011, G012 & G013 FOR ASSEMBLY FIRE RATINGS ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. stud'OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 6181 REGISTERED ARCHIXtCT IARLES STRAZZKI ATE OF WASH IN GTON TITLE STAMP KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 j 0522.19 BP CORRECTION #2 /2\ 08.01.19 BP CORRECTION #3 /3\ 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS LEVEL R4 ' V 19 2019 COF EDP- SHEET NUMBER 1 N C 1 -" - co 2 CA201' 2 C4 6 A (CW) U T y8'- 4 /2" --------- - X3i 1 3 A301 A301 I I I S CS R CR CQ Q P N M L K J I F E D "0'5'-2-101/2" 16'-3" 34'-0" 22'-0" 3"422-0" 22'-0" 16'-316'-3" I I I 00, 2'- 5 1 /2" I I I I I I I I I I I I I A201 I I 1 I 16' - 0" 01 I I 1 �FT�1 I NIT UNI �J UNIT B� T B I IfiB NIT 605 I 606 ° 607 0 613 0 615 621 0 623 0 624 UNIT D4 UNIT C1 UNIT UNIT C1 1 609 611 6171 619 1 - J I 1 U - - I - II II I II I � III I � II I II I II I II I II L= DF / UTIL Lag u 0 641 o I II I 7\ - LIT ° IDF UTI IT AB UP \ \ \ � 642 \ 643 DN4n7� Q1 T IFrr 644RRIDOR CA ill \ \ \ 600 21 r I UNIT C ==p 4A\ I A 620"411 / UNIT C1 UNIT C 17 >UNIT D ° �Og 610 618 UNIT B3 UNIT B1 o UNIT B1. o UNIT 131 ° 12 614 I 616IL / 622 I o \\ \ 1 D o 0 UNI \ \ I YC -76'' UNIT C2 3 I \ A202 YB I 21-1 / I A202 I YA t � 0" A202 \ 3 \ I UNIT C1 A301 xA , \ � I \ I \ UNIT C1 a 3 I A202 4 \ 634 J O �01 I '___1I � I NIT 131 � I \ 6 1 I II 1 I A200 yI ° ° - - 071 1� r \ UNIT D7 I 638 I I \ I I I I \ I I 1'- 2 1 /2" I 1 3'-9" 18'-10" 11'-21/2"'- 1 �I� I ala w w =1= H G CD D' 2 <I< lAk, 1 Io�nn I Level R4 Plan 1 /16" = V-0" C? M 3 �200)= 0 N N .- 12 0 N 13 M Zo N- 14 N C1 3 �C14I \ 15 16 2 A300 GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE T-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. = DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" I" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G010, 0003, 0004, G011, G012 & G013 FOR ASSEMBLY FIRE RATINGS ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. Stu \ OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com © 2020 STUDIO MENG STRAZZARA Goodman Real Estate TITLE HWY 99 EDMONDS 23400 HWY 99 EDMONDS, WA, 98026 STAMP KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 2 BP CORRECTION #3/3 _08.01.19 11.14.19 2 HR FIREWALL CORR. a 02.03.20 CONSTRUCTION SET 02.18.20 BP REVISION 08.12.20 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS LEVEL R4 SHEET NUMBER (CW) U T .Y5-7"�-2' - 9112 C? 1 "' A300 2 3 A300 N 7 N (\ A201 C4 3 X2 6 C6 - X3 cV CM A 1 1 3 A301 A301 I I I S CS R CR CQ Q P N M L K I J I F E ID i 44'-8" 56-41/2"0'-101/2" 16'-3" 34'-0" 22'-0" 16'-3" 16'-3" 22'-0" 22'-0" 16'-3" 16'-3" 12'-8" 6'-21/2" I I I 2'- 5 1/2" I I I I I I I I I I I I I A201 I I I 3'-9 H G C B A CA 31'-3" 7'-11" 3'-9" 3'-3" 18' - 10" 1' - 2 1/2' 11' - 2 1/2" I �1' - 2 1/2" ' - 1/2" 11' - 2 1/2" 18' - 10" CD D' C CC\ 2 1 A200 Level R5 Plan 1/16" = V-0" C? M —c N N I. 3 �200'= N N 0 N N 10 12 13 M N C 131 I �C141 15 ............ 16 A300 GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE 3'-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. = DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" \" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G010, 0003, 0004, G011, G012 & G013 FOR ASSEMBLY FIRE RATINGS ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. Stu \ OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com © 2020 STUDIO MENG STRAZZARA Goodman Real Estate HWY 99 EDMONDS 23400 HWY 99 EDMONDS, WA, 98026 TITLE STAMP KEY PLAN rrcv�r� i ivuivir�rr� 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 2 BP CORRECTION #3/3\ _08.01.19 11.14.19 2 HR FIREWALL CORR. 4 02.03.20 CONSTRUCTION SET 02.18.20 BP REVISION 08.12.20 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS LEVEL R5 SHEET NUMBER co CD r� U T 2'- 91 /2' ' r 3 A301 S cs R CR CQ Q P 44'-8" ! L5 "9'-9" 16'-3" 34'-0" 7 ) I I 1 2'-51/2" 1 1 L . Off � 1613,• lei a,2o, J F 22' - 0" 16' - 3" G 1 IA301 I E ID C 16'-3" � 12'-8" I I I 1 31'-3" - 2 112" Level Roof Plan 1f _ 1 f_0!t 1 16 3' - 311 L co r 3 A200 - 0 _ N N MCA z 5 6 7 10 11 12 13 1 A300 GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE 3'-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. = DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G0101 G0031 G0042 G011, G012 & G013 FOR ASSEMBLY FIRE RATINGS ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. stud 1 CMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 WWW.studloms.com Goodman Real Estate TITLE 23400 HWY 99 EDMONDS, WA, 98026 STAMP KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: BUILDING PERMIT INTAKE DATE: 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 Zj08.01.19 BP CORRECTION #3 3 11.14.19 APPROVAL BY: DRAWN BY: LB; MA, AZ, AW CHECKED BY: LB SHEET CONTENTS ROOF PLAN N. NOV 19 2Z j9 • M .J Y . SHEET NUMBER 1 A300 C2' C3' C4' 2 A300 C5' ENLARGED PLAN LEVEL P1 NORTH 11R" = 1'—no, O 16' „ 14' — 6 —,�. " ;, 7' — A 112" 8` 7 1 /2 25' — 2 112" �' 16' — 6" � 405.21 \ --. rC CH CCj F c� CD KEY BOX CC CD e(C;IA 1 M A301 Q PROPERTY LINE, TYP `I w _ W - - - - - - - - - - - - - - - - - - - - - - - - - - /� GENERAL PLAN NOTES: z CH CG CF CE CD CC CB CA -j 0 �__( I I N 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. U it 16'- 1" 24'-0" 1 14'-6" 7'-4112" 8'-7112" 25'-2 112" 16'-6" CONTRACTOR TO COORD. FLOOR PENETRATIONS LO AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE stud 10MENG ' OLAYOUTS AND DETAILS.2E 0I 1 I r { I ' r� 7' - 4 3' - 4" 7' -- 4" 7' 0" 7' - 4" 3' - 4" 17' - 4" 7' - 0" 7' - 4" 3' - 4" I 7' - 4" 7' - 0" I 7' - 4" ' 4" 7' - 4" = 24' L,e- 5 112" 2. GUARDRAILS TO BE 3'-6" HIGH TYP. CONTRACTOR STRA�ZARA I I I I � I 1 TO COORD. STRUCTURAL ATTACHMENTS FOR NE CESSARY AR GU DRAILS C1 f C ARGHETECTURE 0 1 .. . ( )i ' . 4 .VENT SCREEN ;; VENT SCREEN I VENT SCREEN VENt SCREEN I PLANNING 8 8 I ! : I 8 1 1 3.2 HR FIRE RATING TO BE CONTINUOUS CONSULTING ;' 8 i ., 4. EXPOSED INSULATION MUST HAVE A FLAME ' 1 I I : { ;I I _ SPREAD INDEX OF NOT MORE THAN 25 AND l CD II I - 5 8„ gTO� ! SMOKE -DEVELOPED INDEX OF NOT MORE I { ; THAN 45o PER IBC 720.3 2001 WESTERN AVE SUITE 200 j _ UTILITY T ' i l` ;i l CD :i Seattle VITA USA 98121 I f , r 1 f 206 f , , f 8 : I I 'I 1 k I 5.ATW W l O AY COMMUNICATION SYSTEM SHALL I I ml _( i , I 1 �: ; .'' � �, Ill $ - I c� BE PROVIDED AT THE ELEVATOR LANDING ON :I ., li li I N 206 587 3797 tel EACH ACCESSIBLE . _ I CC SSIBLE FLOOR THAT IS ONE OR MORE C0 C C C C C C C ; C f i c IC C C j C i STORIES ABOVE OR BELOW THE STORY OF EXIT 206 587 0588 { i a 'I I � i! DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. C2 - - - - - - - - - - ;� -- -_ __ - - - - - - - -� - — C2 I I I „ I ,„ N I $ 8 1 WWW.studloms.com 4- 7 4- 5 8- 0 r 6. =DESIGNATES "TYPE A UNITS -SEE UNIT I1. I PLANS. ALL OTHER UNITS ARE "TYPE B" I0 . COMPACT UNLESS NOTED OTHERWISE Y, 1j 9 � i_:: 1 7. AMENITIES & COMMON SPACE FIXTURES, . _ - - - - - - - - - - - - - -{ - - - - --- ._ - - �. __. - PLUMBING LO 0 I I I A300 G & LIGHT FIXTURES PER SEPARATE i _ w I I i a- - PERMIT o Q I i , �' 8. ALL PARTYWALLS ARE. WALL TYPE 21, UNO. w z `� I(�, Sim `V 9. EXIT SIGNS ARE SHOWN F 0 OR REFERENCE ONLY, �� ELECTRICAL, 0MECHANICAL AND PLUMBING ARE I I I A313 __ i s DESIGN BUILD. 10 I� I _ _ 10. SEE GENERAL SHEETS G010, G0031 00047 G011, . 1 G012 & G013 FOR ASSEMBLY FIRE RATINGS 20X12 OPENING P R MECH I I I N I i _ . - - - -.._ _ _. ...._. . - -_ _ _..- - C3 -- __. ._.. - - - - _ -- - - - - - - - - NOTE. , _. ...........--...- Aft __ _ _ 3 .. C C - W C - - - - 0 �j ; 0 - - - _ I,� I 11 - - - - - - - - , r SEE CIVIL DWGS FOR P1 & P2 GRADING &DRAINAGE 1.�� 1 PLANS. j } C4 1 I 'IFM I.11:I SEE LANDSCAPE DWGS FOR SITE &PODIUM DECK ,l L __( -- _ --_--___ ___ �-_ �___-___-_-__ _ ___ __ .___-__� _- _�_--___'.- - - I - - I LANDSCAPE PLANS, DETAIL & NOTES. -- - ----------------- - - - - --- -- - ----- _ - r = - - d- C 1 I I I 64. x I n.I 1 j!}�11�� 1 I_ FOOQ 22, - O!1 ; r ' t ;� '' '.�,.. yr „� '��i`° '�' I I 1 I' I F. :::. �;) G I )�F .. EeE r � k r � Y CLR. Lj _____._ __ _� _____.�---..-.--__-_-.:71I , ,_._ - - --- ___ _- - £� -- -- ___..._____- ----.._. __ Q -- — - -- - ---- -- .--- .----'- ------- K D. F I .. _.- _. .....--.----------- - r FLOORDRAIN I, _ _- .- - - - --..._ -.._.. -- .- �1.: 7 IT , — — — --- — — — — — .— — — — . — — — — — -- C6 i� _ C6 w'��.-.,' _��,.��,,,,%�,-,..',�_ , , J� ti �> I II �� F , rr f -; » 22 - o _171 ] r <9 rt:. - 0 F DRIVE AISLE I I .__—____._—___.---_--_— _ __—._----.___— _ ! 4 l ----_--------___---------- - - - T C7- _0 - _ .� - - - - --L - - - - - - - -C7 RAS I i .'.—____-_.-..___.__�...___.___.__�—._—.- --. t - 1"kfiru `bwitii.En4• � S8 � G 0 -I 204I I _. - I F 2HR s 0C.1 LW Goodman Read Estate l 1 �I I 1 0Aft _ ' ' i 1 - - L —1 I..—. A TITLE C2r 0 I I _lT :-�_ - -- - � i ... -- ---- ` I t `- -- - - I o 12X12 �PENIN PER MECH �- . j I 1_1 Am ff UD !\ I N . ` I c4 16'-6" I�_ —I-------------------- -- - -LL - — _ ¢ i \ I --_..__- -- --- co 0 .. h Z ) / - --- ------ - - - I I z TYP, STALL. -- __------- - - -- - t---- -- - --- �- - -- --- --- - - I . -- _.._ �- =- - - _ _____ _ I I Q / I" ` I'l U I I , I _-- -- _- --- - - 23400 HWY 99 ` -- — Q - - — _ — — — — — — EDMONDS, WA, 98026 I .._—__.__.— -- —' -- --- -- . V J -.., C 3 �, , .. -_. �` -- o_ - - - STAMP . _ 1. � I '. . ... // , `� / 1 I o ¢ j 618 0 � i REGISTERED ' I _ -- �-------- —- _ I I �° o g ARC T /;' \1, I�� '1'�� 0�� I v 2HR _ _�"_ �; _ I I - -- .._- _ I - _ 81� ., I., " '' / / �_�L / \0 , - -` 8 8 \ LESS AZT oo STATE OF WASHINGTON / '�__�111 /' - I W W = N `�'� / / �` = W 1--- f �_, I t3.. /,�/ 0 � , I . . / / . / : .":-L_ I :� .-__:_ __ E_ i r ---- T __ . ----__ - ._... _- ..__.- __ `(CF) I ..�. KEY PLAN /��-� %I w � w / 9 , �� = > i i I I I �w i ' � fC41I - _f : T-_ -1_ �= I - _ :: -o - - - +- - - - C9 0I _`_�� I 11 I . I I L I I .... I / I ` I ! 11011 / ! �' - � I � ` I : L) i i w r M I , � w I � , \. / / ;/ i �, I E = w o I- 9 /� ___ �.,_'L �_� // / rt x } / .."', - / — — � "! — .. / — _�_� — — — — — ._ -1 — — — 1_�� , I � t__-7, C 1 0 `r' Lli (� DRIVE AISLE ft***� 0 1 � . 1"._.� _ �-� i zo _ ` / ` _ w i - ---�C 1t _.� --_ - -...�- I �' / i / ' r �I I I C 5 / -- ___ - ::_ ___- ---- ��`/ II �_;, ` ELEC. CAR CHARGING/ =�, ROUGH IN STATION SPACE ' I I1. �` / co v \ PER ELEC., TYP. I `% � ` .... `.7 ` t = ` -------__.__._._ . - ---- - - co I1. _ - - - o�„ .....`\ ` I 0 �� = PROJECT NUMBER /' _�� I/�/ - _ I I ao �'-� / ._- -_ ` I / I 8 18305 1 - � - �� I 3' - 1 11 �� I , 2HR � I 9/ \ -111 = - { CG I I �� ISSUED FOR. DATE. / ``1 — — — — T_=� -- — -- --1Ak 9 /I I , IC12 C / /1. I - �� EV EV Lv �t�, ,, ! BUILDING PERMIT INTAKE 12.18.18 Q I I ' r / `\ , ^ 8 --\ �' I EV EV1'� �,_ I/ ., :,�', 11.1.1 . / . I y' BUILDING PERMIT INTAKE 2 02.07.19 �ft � I 'I I! BP CORRECTION #1 1 05.22.19 C$r 1 �_ 1 - I I \ I I; M _� / - I : I II . ' E ` BP CORRECTION #2/2\08.01 . 9 ' I r m"/ � 'L�.�C) F 8 BP CORRECTION #3 3 11.14.19 ,I' . .. . _ l l 1/ ,� \_ / '\' / \ ii II II ` . ,� - I ; -. I I I, �FN� I - - - - - -- -. ---- -- - _ _ I �� / 1� I a_ �1 - I I �,:_,. / �, . . ........ '.. . . — - .L. I C1 3) 7s, o = 2p3 IR ! �� I 3• (C❑)r11 yid,, �o 8•• �FN ` i B I �'s I 42? . 1yz�p��, ,-,. '-- A.- .. 1. I �::,. : ,�.-r $-I. .:., . ,� / I _I - 7p,` - �, \ \ , I I g �- _ ._ _ 1 STORIUTILITY �' APPROVAL BY; -� '� 1 205 I r �'• / I tt I ` _- I..I I I i DRAWN BY: LB, MA, AZ, AW T S'C I I I \ I �, RAF - , 8 - ; - I : Sim 1< > CHECKED BY: LB . _ : I E•� i 2 / �� . �Fj� ( I A312 ; �\ 1. p 2>'% 9�_ TS-00, — — - oo� v�►�s fJ. — — — _ — � C14 L;"=' r,; � n, � SHEET CONTENTS (CCI) pF N 1 203 I. . I � �2v I J 4�� 1% �� (/N� 2.8 153 50 Q s. FN I ': . �. LEVEL P2 - (CB') SCRF a►��.*. 7 �� 1 ` r.1 -�, a u z �' , 1 �_ �� J�"i� - .n,; _014, !..o- ENLARGED PLAN �.! _ �.✓ G . �. r 's it V Aft �, / I � r _imili / T�2'' `~ 18 I ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN NORTH jv- _ 3'. 8 11 18 2 �� INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER - - - - -- - - - A300 F.O. BRICK ` 13 f C1 �} SEPARATE DEFERRED PERMIT. % � � g� - 4„ 14 _ 0„ I 1:2 0 1 / I \� Aft 16' - 1 " 1 24' d'� I 14' - 6" 7' - 4 112" , 8' 1 7 112" I., 25' - 2 112" { 16' - 6" 1' - 1 314" SHEET NUMBER ( ) ,` - - TO PIL (j)NLARGED PLAN LEVEL P2 NORTH7 1 I __�1/8 � 1It ^ 1 1.011 �� C H (CA,) CG C F CE CD A301 CC CB CA _ -) L �/ - r - . _ Y" 43 `.3 1 n ±+ ti►a �a...•0 ' a _. .. 'i I p `' r t'�i�-¢--E—___ — -Z9 Li! .. - ' - �, ti:, ,�' ie - , i , _ i`i� _ _ — ..-, - --- - - ---- -- -- - ---- - - _ -_ --- - -- - - ----- ----- _ - - �� . _- ._. - - -- - - _ -- --- - �~ _ _ - -. - - __ _ .- - - -- - - _ GENERAL PLAN NOTES: — — ' —' — _ — — - LLJ J -- - . _ ('� z �. - S V R C C - _ _ - _ - - -----.--- , - V - -- CT C - C U _ C _ .. .- .. .- ... . - - __- --_ _ . . C - _ - __ _ ____-.____ _ .- _T - _ -�__ - _ _ - -- Ifs _ �. . - - -__-_ --: ____- ---_ —� _ _ - _ --- - - - _ - -_-_ __ . . - _. - .,_ _- _ - — - - - - — — - ---- �. _ T --- -- ____ _ _ -: -- ----- - — - _ _��------ - - -- - - -- - ----- --- -_ - _ _ _ 1. B 1 /o MIN. 5 /a TO DRAIN. -- _._ __ _--------- - -- ' -- -- - _ _ _ - .._ ,._ -_. __ �.Y - -:: 1 it . _ _ _. _. ._.—.___--._.. r_ -- - -__ _—_: .. __ 1 II ` ' -- --'_- --- -.. .. ------_� __ 11 f it 1 11 .. 1 11 1 11 T f1 - — — — -- -- - -cU:- "-- 1 I —I _ 2 - _ ._ :- I 26 - 6 - 3.:- 6 11 7 0 9 9 5 4 112 _16 6. 10 0 25 0 _ I _ _25 0 - ! ,._ 25 0 - - _ CONTRACTOR TO COORD. FLOOR PENETRATIONS -_._.... - _ 20 2 - - _ 3 0 fi r _ .. _ _-_- --- MBING DWGS FOR DRAINAGE } AS NEEDED SEE PLU . - .__ -� _ fin:_. I = _ - --- - ---- - --- - _. _ _. ._ - _ _ _ _ . _ - - '- - --- . _.._. . . Q-, II II - '- -- - - . - -- - - ._ - - --- -- �- - _ _ l� �� - - F}-�-- �3 t� !:; 1 IF 1 !1 1 Tf f i1 �� i- -- - _ _.. - - - - I - _T._ - -.__ _ D DETAILS -- - - _ _ LAYOUTS AN I -'--- - - _� - _ --- - - .. _ ---- -- - - ---- -- -- - . - -- - -- -- - _ 4 8 --- - --- -- - ..... --- _— ---- - - _ — --- -- --' ' — - - - _. E N �.7 -. - - I - - -.._ r _..._ - - - --- -- --- -- - - - - _ _ _ - __. _ _ I — ' - I I ------- ---- ----- ----- - :: _i_.—_ STAGING AREA - . . _ - _, �- 2. oR STRAZZARA 1 ��- . �. :- ,. -- --- --�._. __. __ -- __ _ _.------------ _ ____-----_'_ �� ! . GUARDRAILS TO BE 3 -6 HIGH, TYP CONTRACT {{- I__ - I •- - -�.- FOR T K P - - - I. - - RASH PIC U . - - -- - __ . __ _ •. _ . -'. - - _ --- - •- - .-'- - �- -- -' -- ._ ._ _ ... _ .- ... .. -- - ._ - - --;� --.- NTS FOR _ _ , -> ..�- � __ _ - ._ .._ -. ,---- _ - - _ � � :-._� - - -- -- .. -- - TO COORD. STRUCTURAL F.o. EXT. .. _ -. — -T - - - I 1 �f I -. E . , . ' .. . - . - E ARY GUARDRAILS AR ,� __—_._ . NEC SS G IT�CTUR� _. . ,,I J tt _ , , C coNc. PLANNING I. _I . 1i - - - VENT SCREEN �` I° I; CONTINUOUS CONSULTING ALL PER 3 2 HR FIRE RATING TO BE I RETAINING W / STRUCTURAL, SEE DETAIL'. I I 1, ; I . : ; I 4&51S3.30 ] 8 i I 1 '' T- .. I i I is — 1 4 1, ,1 1 . .I 1 Ii ;i I _ \ I , / ; I I I I I I: I , I 1, I 4. EXPOSED INSULATION MUST HAVE A FLAME -SLOPE VARIES ACROSS_ . . ; I \ ' 1 1 \ I . , I I I o 4 ` ; I li SPREAD INDEX OF NOT MORE THAN 25 AND RIVEWA MINT 5 to 1! i J 1 I . D Y,1 /0 0 �'� E I ;'. SMOKE -DEVELOPED INDEX OF NOT MORE MAX. SEE CIVIL PLAN I.11c4 - 2001 WESTERN AVE SUITE 200 �I 1 I , I cfl I : \ I I . . 0 PER IBC 720.3 I: I : I I�, ; THAN 45 ----- 1 -i i - � Seattle, WA USA 98121 �i - % �� III ! �I' �' '' .I I w1 - •�� 1 II it li' li r �, i ;i �; �I III I II - �I i - .. - 1 I 5. A TWO-WAY COMMUNICATION SYSTEM SHALL I' r .l l / . it A201 2 ;, I I ;'; iII / I; j` : I I !I I I. I 1'1 I iI I I BE PROVIDED AT THE ELEVATOR LANDING ON 206 587 3797 tel - I. I i I + 1 i� ; - - 200C , . . , EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE --- 1 1 i . I __ I II II r _; . i �_ I ; ; i F- -- -- I; I i „ II II 1 W THE STORY OF EXIT 206 587 0588 - --- - ----- ;I I:, II EV � I II C C C C II C C {{ C C C STORIES ABOVE OR BELO - _ I I VAN C C C I C C C (, I ;i I \ :, ;I - i. i� i - _ _ � ,; I� I I1 I is I DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. r 1 _ — — -- — -- — — — — -- CONC.. I I / - - - - - - - �; ;' . C2 �� aI 1 coI 1 : _ _ _ Www.studioms.com _ _ I ` \ f - - 6. - DESIGNATES "TYPE A UNITS - SEE UNIT IiI `, — — — E 8 -6 8 6.. 8 -6 I 8 -0 �` I I I , F, „ .. _ I t i / _.....I_... I I PLANS. ALL OTHER UNITS ARE TYPE B I ,1 I i �; ` I: i 1, >- ,- I i I 1 I LE IV STALL COMPACT UNLESS NOTED O ERWISE . 1 I I ACCESSIB -ST�LL EV AN 1 - LL;� i III' / I TH I % I _ - - - - - - - - r 1 AMENITIES &COMMON SPACE FIXTURE i _I. ; 1 �: , / — — — — — — — — — — --- — --- -- — - -- — — — — — — — — ER E PARATE I ;! '' �� I r - - - - � - / ! 42D.47I 421.25I I \, A300 PLUMBING &LIGHT FIXTURES P S I - >,, .. ....___. A300: { \ / I I � - I , PERMIT I I _L — — --- I 1111 I 1 ._r _ I '. 1 i _ ^�. N—_..r_� ._ o; - --, 0 4.9°/a / 2.0% MAX S OPE - f 4.8% m � o �L, , --- - a i _ , N I I I i _ , I. �___ / o ` _, j 8. ALL PARTYWALLS ARE WALL TYPE 21 I UNO. . _ ,, f o I. 7 RAMP IDOWN / � RAMP DOWN c� I � "' U I .EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY I N 1,.' ' I I I I RAMP DOWN I N � N 1 �_ `: I ; I ` / - - - / " / I ELECTRICAL, MECHANICAL AND PLUMBING ARE ` 1 �, . 1 � I I 1 i 1 � I ;. I _ --I I , , i.1 4�. :�- -- -_ j f / 2 / \ ,F I I I I � I DESIGN BUILD. I - ._ ... - - _ _� / - 2 \_I -�_,a 2 2 �1116 DUAL THERMAX I 11 A155 I -- - S GENERAL SHEETS G01 G00 G00 G01 I �- I ; I I I ... y y A3'10 � A311 / HEAVY DUTY INSUL. AT : �- i A300 �, N I / CONC. V11AL1.. i I 10. EE 0, 3, 4, 1, q CONC. Imo.- j' `� =r 71 0,! 9 _ gll \ i 1 $' - 011 G012 & G013 FOR ASSEMBLY FIRE RATINGS I . 41 .81' I - '� 'i �I i 6 �� C3 ,II.. - COL I' _-' _ - I -_ - - - - - J - - - - - - - - `/ - - - - jam' COMPACT `'I --r - - — -- . I, I -- - � -- / - - - N I - I I - . -- -� _ -- I . - ` �, I 1 I _ '' I, NOTE: — — — i I I - — - f d . .: F.O:.CONC. , 1 - - I. . _ .. -. i , -- 1 I ; T— �C4. -: I r ___ _I_ : 1 �� I - :. _ _... --- ---- T I i C ! C C �, I C C C SEE CIVIL DWGS FOR P1 & P2 GRADING &DRAINAGE WALL 1 I _ T_ / o �� II..- _, r _ .... _ . ___ _- - �.� - _ - - I I N A2 0 i/ 1 I `, o I 1 - ; ; / / w I j �, PLANS. �IL�� =- _ -� Ii �I 3 i i 1 { . ` I --- -----..._. __ f � � - I i ALE I - - m ;'�I 11 _ : I' Ir. _ I:: ,ICI / „ I I� I - \- SEE LANDSCAPE DWGS FOR SITE &PODIUM DECK A201 �.:; 11 _ - _C�"iB �� w PA KING LEVEL P2 I - I —u R `� I: I II I �II, I � I , - I IL N TE i 1 �__ / - _ w � i >- _ � LANDSCAPE PLANS, DETA & O S. 3 I c� ��.. o0 200 : I I o �� I ,.— I \ 1 I I i ' j - -.� ' i o r �� -- - fl IV C-) �� I I i .� ;c7 GREEN SGREE.N, PER - / „� __ -_- a 4, 10 1 -- � 11 n Q �1 it ,. I r E 0 O xR .r- 1 1 �I II __ -- �� E I I -__i - L;, 1'^ x. I I LANDSCAPE I i . : _ i1 _ _---- _ - -'_----_ } _. I. II - - _ �� H - 1 d" --- -. -- , �— — -—- _:. f, �, 419.75 �I� IE ��,�� I r^ . ,4 : _ I I .._—.II I:_ - _. - — , -- - - f , I u 4 , . ,� — I I, II __ p =- - , : I _.._.._. __. - : _.� I 1 � �� ry _ _- M r . _. — _.. .�I -_-_. __- :_ - _ - .. , ,. , Iz_ - - 6 II I _ .._._.___----_----.-'- _ V I .max, -3 -. _ - - C - -_ - , {� NVi -- �. CD ._. _._ _ .. EV EV - __--- 4 I I - - i : 1 — , _� - - - -- - - ------ - .,-. - - - .. _ - _ _ . , I _ _ .. f. --_ _ _ .� ��.` .e L. i II �I �' CO .- I / �..;. -- -- _ . - o f STAIR I 1 ': r . ;.__ 6 w I % N V A �. s> .::.. ._, ,: .: - .:*�+�� .._j -1-.. AiL MA[L MAIL MAIL H COUNTE CD - II / I I J a t S _ _ / �. �. "^a N .. _ �; �_ A A awl :3 a M - APE FOR__. - ._ _ C�_-- m� I SEE LANDSC - ti «: F - 1 _ . -- "--- - - / r - v _- h f d... —. � r w _ r _ .� / �: a c6 _ / COG PLANTI NGS 16 , V V Y'. 'a,h '�.' • � � ; -� �� . �. ��. --__._...__ : -_- � ._ �� _ MAIL - � I � �. __ _ t-- - / . . � DN r �� ALL . -- . --- ! - r oo ., 3 4 / '' �� 7 � %s °.ti Otis' ��, M �" _ - � ifs \ I l � ; (� -s � � ; - / 202B - - o �n I, _ _ _ Q 4 4 �..' ,,. 4 I I 4��. _; ; e a _ - — — / V Q / ,, �� - - I w - - �, — v - - I J �_ v�� 1—� / ,, , : t T• - - ,_��_.—__._—_ --.__ --�r. 'FAY r.'wtinllr.'MiL.iolv9h' �� - - ---� �` - - _ - �o a + _ I I — — — — —� G �, -- -`_. I _ MAIL MAIL MAIL MAIL MA�L MAIL / I , .. S�Op �� E _ . .:, [ _ ,5 U , .-_-. 1 f - ? ' �5 o I ! „ r it ! - N 3 I - / _:, 3,5 _ _ o _ LOBBY 3C SING P2 / _ / , . I -- -- I 4. I D 202D 12 5 4- 2 I I I I, _ - - , -- / i' r r- I I Goodman Real Estate . / 201 I. �� f_ Il \, ----.. - .. --- . __ _ _ _ S I Ir110RK RM "' �` � I `° I . �\ r- CONCRETE COLUMN I I .. `_ =` 202D 419.75 202 i \ I .-. - CLR. ', , . ; _ , TITLE �: 3 4 C PER STRUCT, TYP. ,I _ / ;' . , / / I 419.75 / 42� .25, � / _ / �\ ;° I / - C1 t LEASING OFFICE ,/ I I ' I I I 1, I ,�' I I ® ` y` - SFT � ' - 3 4 i 3'-6" G ARD RAIL, TYP. I /' i ! 1 4) %._ I '---�- ` r . •V � \ / / ! if I -- --f I I u �� / / / 811 ` 1 c . / / , �,� 4-0 0 SUPPQRTS TO _ `� '/ - --.. --- __...._ I / , ' S'" �� I I �4 ` / o ALIGN ITH I.D. DRINK I I � - _ J / [v 11 . . / 4 . �2./ �l --� ,4 N RAIL S�JPPORTS. 6 , i i ry �O ;° CO �"`�Iv �, /` �. `' I - , s �• � Rpp !9• \ I L_ .--I \ I O � � % F _ S `` i LINE / ,_8 PRIVATE OFFIC / \I / j 8' / • �,, I \ / /_ / . 23400 HWY 99 _ - / - __- — - - _� . / _.�_/- - - - / - - �- . - . - � � - - �-- - _ - EDMONDS, WA, 98026 ,o I STAM P �" �' / / LOBBY 1 LEASING HEAT PUMF , 3 �RQ 1 y ... i ` / I ++ 'I 0 i / ST � / / / I / ` ` ' f ` 80 MIN ABOVE PER MEP I / - / ® { ® ��C / 1 r . / `--.,`` � ' / DESIGN BUILD � �� -� ? �� ® / \ l . REGISTERED - .. ARG /, y°, _ n / f ,/ MTL. CANOPY / / ^8 \ _ - . \ / LES S A2Z ' 1 ` '~ / .. �� , ti _ / / / O j \ / / \ STATE OF �IIASHINGT�N R / \ / o -n.� / I -_ ACC p� 3� �\ I / / Y �J C / / v:" / _ r�, / / %� p \ / ,�,, ` ` / _ ` �� 2�. r m/ / C / s� 18 ` / / v /% - ,l j r ax` , / FT A A / ` i �� a� _ k� Ts ,\ ��- _ (v KEY PLAN c . _ mac; +;� / 1 / RAF / `� o / -\ r �� i L j �' ► / 1 ';. p -� I ENT ` ,f' �� / \ / \ �` �eI d f / - / 4 -SC,� / / ,.Q- / , j C3 2' / i 2 /, _ � � r Y ~ / 9'_%ITS // i V, A400 I� C,4 `/ �C N N / i' ' _ f j 1 I, � \ I , % 19' / �� ` °�' �� 4 , i/ / � . / A401 / s . / � 3 _ _ ACM } �; . - I I u. _ 4 / ~,� l' `_ ; :- ' f�'\ + r--- ---- ,�— , 1 f— ,, : — �J / A30 1 , , , _` - / �/ _ `---��•� - �' ' 1'1 1 I �' 1 1 _ I '� ` � . , . , ; .I / - ' ` 8'' -' .:,y.' �: 421.25' � ,, ` / i / . \ ' '� \, 1 �- U `` `` `- / - `�;� / \*T ,<--- - r-, . , _�/ �� / . - ^-�, SCR ` , $, s r1`11V �. I ( I r `1 } f f fI�1 0 r-- f r ` p -'� / `� -` /r�/ ` ` • '�J L, � %1 r ' r i f. — --- r-1 _ _ 1 r.� ' V / / ` ` /� _ / `� ` f 6 f 9'' y7y / p'--� / 6' \' / '� i / A300 / J/�,, A401 Ropy_ j _-- - 8,, -.` �" . . !/�cNT -' _ /,..'' /' PROJECT N U M B E R R tlI /N �FN ` CJ`p/� \, �j ,% 18305 // / 3, ` i ` H i c s, ISSUED FOR. DATE: 11 J /, FNT 9 i RFF" . �� ' \ BUILDING PERMIT INTAKE 12.18.18 9 -,=- I / -8,, �,_. BUILDING PERMIT INTAKE 2 02.07.19 vI , �I - '-., ' 8' �� ' --` BP CORRECTION #1 1 05.22.19 � ` _ �FNT ; .:. 9'� �'' �, s� BP CORRECTION #2 2 08. 01.19 26 BP CORRECTION #3 3 11.14 19 1 `� I ��. ' , / --� �) ECG I::�� _ -$, J . , \� /' 3' . I �'- 0 �1 8 \ / . .. a, • / ti ^` I I In �a / _ ANT j +��.. -,/ / FN/_ ?' r �� 4 ,` �i�'11 L' _7 I (--,' ' I �� 4 � , - s 'M I _ s �Vr' /o C6' 1 . . ,_ A200 / 0 ,; s�� APPROVAL BY: . i / / - �- _ � 'Q,4C C ,�I / . l DRAWN BY: LB, MA, AZ, AW - / ` i o �� _ CHECKED BY: LB �� ., �� p C8' 7/ ,, - , L_ SHEET CONTENTS 2 y �/N . (rC ❑)1 /, l l _! �:.�..,.a ,��.�... ; :�.��T LEVEL P2 C� �- / : -_ or- ��OV:cI��,l / ? I� ,..__: / ENLARGED P LA N / z Tu /I' / CCU = 1'\, ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN�� I n - .. I C) \ \/ INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER H \� -' ,;� Q 7 SEPARATE DEFERRED PERMIT. / . . / f, L G B' `l SHEET NUMBER /` r� ` i. �• A� --, _�; : - . _ `` ti ' :'- ENLARGED PLAN LEVEL P2-SOUTH 1 1 /8,1= 1 1_011 ) Lo C 1 F.O. EXT. CONC. Q C3 C4 A201 zo c-4 I 1 \ A301 PROPERTY LINE TYP \ CW<�� \\ E°CU �� E �CTCS� <CRE� EEyc' � CP�EEEEE \F E�� ESE I� �E �� E CN. CM CL CK CJF° F F FE 0'- 2" —1 F F �� F F F F 23' - 0" F F F �� 26' - 6" FF FF F 6 1/2" T _ io "F F F g� _ g„F 4 1/2" <- <_ F F16' - 6�� F �F F �10� - 0" F� F� F 25 0' F F F F F F F F ��25' - 0"F F F F F ° F 25' - 0" ` F F E E E F F E F F F E F E F F F E E o 0 0 E F F F E F E F 4'- 8" 4'-8" 2' - 8" E <7' - 4" F F F F F <F F EF F F F F F F F F F F F F E F E E F E F FF FF FF FF F F F F �F �F F F F F F F F F F F F F F E FF FF I �F F F F F F F F F STAGING AREA � F F F F F F F F ° F FOR TRASH PICKUP a A _ F F F �F FF FF =F F< FF F< �F �< �F F F F F F F F FIB F \ \ F F F \ �� FF FF FF F �F �F �F �� F < F < < F < F <F FF \ << << <-< F< F EF FF FF FF FF F —F E E �E FED �F< RETAINING WALL PER 4 da S,T,RUCTURAL, SEE DETAILS VENT SCREEN /S3.30 °' 8 8 1 I 1 1 8 8 8 8 LOPE VARIES ACROS$ V DRIVEWAY, 1% MIN TO'5 % MAX. SEE CIVIL CLAN 1/C5.00 a I I I I I I I I 200C I EV A \ C C C C C C C C C C C C C C C — — — — — — — — — — — — a a ,8' 6" �6" 8'-6" 8'-0" \ / ACCESSIBLE STALL EV/VAN STALL COMPACT w n 419.5 ' I \ 1 �J 1' - — - - - — - — - �— - - - - — - - - I ,— — - \ 1 - - - - - — - 1 �' C A300 � \ I ' \ 420.4T— - - 421.25' - - — � - - - - - - - - - - - - - - - — l A300 o 4.9% / 2.0% MAX SIOPE / \ 4.8% Dp o 1 N p RAMP DO N RAMP (DOWN RAMP DOWN " N U 1A a I " \ 1 c 4� M 0 C5 q CON cq COLS' C6 : C WALL, LO CI � C o�, a in " 2 / \ 2 I I 2 I/ 1/16" DUAL THERMAX A155 \ 1 3 0 / A310 / I A311 HEAVY DUTY INSUL. AT 1 \ 1 416. T _ �0 9' _ 9�� CONC. WALL. 8'- 0" \ � 1 \ 7 ' 1 COMPACT — - — Q FE C C C C C C N -A2 0 I KING LEVEL P2 J / I I �LE io € _ / U) aB a P 1 _ uj GREEN SCRE PERK \ 4' - 10" Q \ Aso° LAN-- - - 421.25' ELE I ; li = - lu ii - - 4419. 0 EV I / 4 4 ° 4�Evj 1 TAIR AIL MAIL MAIL MAIL H COUNTE CO / I a II / 6 Lu / SEE LANDSCAPE FOR , �� _ — — — — �� I -i I \ 1 1 PLANTINGS \ 16 coa - 11 L� >> 6 3'- 4"bo U o DN so° DC \ i 00 ICI MAI MAI AI MA MAI - \ 4 4 I O �OpF 1 a 153. 202 3'- 1 " �6' - 0"� M \ \ I 3 1 00 I1622' - 0" F 1 \ ,� `° \ a WORK RM / CONCRETE COLUMN / I I \ 202D 4 419.75' PER STRUCT, P. 419.75' \ 42I.25 I CLR. t/ Q' LEASING O FICE I XC 1 0 I o a I 1 \\ p„SF 202C 4 \ I 201A TegO T-6" UARD AIL, TYP. I � 1 4'-0" C SUP ORTS TO V / I / 8', 61/ 1 / \ 4 N 21 \ ALIG WITH .D. DRINK RAIL SUPPORTS. 6 r ��, I ti �O / \w "IN ,' 1 Q ti Q a 1 N °/�"1 / �9,` o, \/ \ \ \ 28 26 \ 00 L �►T�(�401T ;� OV<v� `V S`0 Y�� \ RIVA E OFFICE / / / �j®A610 27 FEC ♦ �� / a', 6" \ 1 � 01 N TO — — — — \ � — — S 8,`— � ' LOBBY / L ASING HEAT PUM�, DESIGN BUILD PER MEP \ \/ �� / \ \ Q� C.,1 XC2 ,/ 701,70 OPY 1j2 MTL. / \ XCQ \�\ f 70 \ p 1 \ XCP (b CO 1 \ A400 \ o \ 60 �O \ 1 CO REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Erg Coc� BUILDING OFFICIAL Apr 25 2022 APPROVED DATE 2'- 8„ 2� I a- / / c, \ \/ \ A400 A400 _ 1�2 3 \ 61, a F , XCM 6, 1), / , a„ 421.25' 91j2, "(9 9, XCL 1 / \ / 4 / / A / S , CABLE/RAIL VEHICLE BARRIER, TYP. @ VENT SCREENS <42" AFF XC K 4,. \ -� 9-,1 2 \ , a, 1 j " A401 °Q� . . 1 2 pF / 6� , F XCJi r ti A401 \\ 3 16 XCH 9 �" \ NTScRFF 18 8- \ 9, XCG 26' 1 XCE 30, A200 \ , XC4 \ 2 - A300 1 a 1 \ 1 XC51 • FN q 49j, 4 9 , 16NTS� \ RF 1 6' � XC61 (9"1p, 9 SFTaq�k \XC7` / 1Q1�\ XC81 1%" I 10, / XCD 1 Tyt/,yF �- A Z \ XCC C1 QI \ 1 \ XCB ENLARGED PLAN LEVEL P2 SOUTH 1 /8" = 1'-0" GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE 3'-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. = DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" \" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G010, 0003, 0004, G011, G012 & G013 FOR ASSEMBLY FIRE RATINGS NOTE: SEE CIVIL DWGS FOR P1 & P2 GRADING & DRAINAGE PLANS. SEE LANDSCAPE DWGS FOR SITE & PODIUM DECK LANDSCAPE PLANS, DETAIL & NOTES. ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. (i Stu \ OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com © 2020 STUDIO MENG STRAZZARA Goodman Real Estate TITLE HWY 99 EDMONDS 23400 HWY 99 EDMONDS, WA, 98026 STAMP KEY PLAN BLD2018-1622 #7- MISC REVISION Apr 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 2 BP CORRECTION #3/3\ _08.01.19 11.14.19 2 HR FIREWALL CORR. 4 02.03.20 CONSTRUCTION SET 02.18.20 BP REVISION 5 04.04.22 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS LEVEL P2 - ENLARGED PLAN SOUTH SHEET NUMBER J C 1 r, u 0 U co r 16' - 3" (F) E 16'-3" 1 TO/2n C 18' - UB U CA 31'-311 T-9 1 7'-11" 4 8' - 1 112" (_E I13, _ 10„ g, - p„ CE 6' _ 511 3, _ p,j' F.O. EXT. CONC. 3 F.O. EXT. STU C14 GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE T-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. = DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G0101 G0031 G0049 G011, G012 & G013 FOR ASSEMBLY FIRE RATINGS NOTE: SEE CIVIL DWGS FOR P1 & P2 GRADING & DRAINAGE PLANS. SEE LANDSCAPE DWGS FOR SITE & PODIUM DECK LANDSCAPE PLANS, DETAIL & NOTES. ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. stud IC�MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 6181 }REGISTERED T KARLES STRAZZKI ATE OF WASHINGTON TITLE STAMP KEY PLAN PROJECT NUMBER ISSUED FOR: BUILDING PERMIT INTAKE 18305 DATE: 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 Zj\ 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 3 11.14.19 APPROVAL BY: DRAWN BY: LB MA AZ AW CHECKED BY: LB SHEET CONTENTS LEVEL R1 - ENLARGED PLAN NORTH SHEET NUMBER ENLARGED PLAN LEVEL R1 NORTH 1 /81f 1 1.011 f_�%p F �i 4� ✓fy �rE:?.L.':tiy.i� 3 n A610 161 D TI'Y 1"11 A:In1 A200 C7' C8' GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE T-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. k:�� DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES. PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G0101 00031 G0049 G011 , G012 & G013 FOR ASSEMBLY FIRE RATINGS ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. rT Ln stud 1 CMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 6181 REGISTERED ARCHLTbCT STATE OF WASHINGTON ISSUED FOR: TITLE STAMP KEY PLAN PROJECT NUMBER 18305 DATE: BUILDING PERMIT INTAKE 2 12.18.18 BUILDING PERMIT INTAKE 02.07.19 BP CORRECTION #1 /1\ 05.22.19 BP CORRECTION #2 2 08.01.19 3 BP CORRECTION #3 11.14.19 APPROVAL BY: DRAWN BY: LB MA AZ AW CHECKED BY: LB SHEET CONTENTS LEVEL R1 - ENLARGED PLAN SOUTH SHEET NUMBER ENLARGED PLAN LEVEL R1 SOUTH 1 /811 = 1 1.011 77 T I I I I I I ENLARGED PLAN LEVEL R2 NORTH 1 /811 = 1 1_011 A301 F E CD D C I � � r i 1 3 7 L I i C14 GENERAL PLAN NOTES: 1. SLOPE SLAB 1 % MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE 3'-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" k::�9 UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G0101 00037 G004, G011, G012 & G013 FOR ASSEMBLY FIRE RATINGS NOTE: SEE SHEET A114 & A115 FOR DIMENSIONS & CALLOUTS OF EXTERIOR WALLS, WINDOWS & EXTERIOR DOOR DIMENSIONS/ LOCATIONS. SEE SHEET A150-A156 FOR DIMENSIONS WITHIN UNITS AND COMMON AREA. INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. stud IC�MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 6181 REGISTERED 1� ARCHA.CT STATE OF ISSUED FOR: STRAZZARA WASHINGTON TITLE STAMP KEY PLAN PROJECT NUMBER 18305 DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 /1\05.22.19 BP CORRECTION #2 /2\ 08.01.19 BP CORRECTION #3 /3\ 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS LEVEL R2- ENLARGED PLAN NORTH SHEET NUMBER (CW) U T i A300 I 2 A300 i M I_ (CR CQ Q p b)( U J 11/2" V (M ) - - ___ - i GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE 3'-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. = DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G0101 G0031 G004, G011, G012 & G013 FOR ASSEMBLY FIRE RATINGS ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. stud 'C'MENG �W A ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Rea! Estate 23400 HWY 99 EDMONDS, WA, 98026 TITLE M1 ri KEY PLAN PROJECT NUMBER ISSUED FOR: BUILDING PERMIT INTAKE 18305 DATE: 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 /3\ 11.14.19 APPROVAL BY: DRAWN BY: _ LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS LEVEL R4 - ENLARGED PLAN SOUTH ENLARGED PLAN L 118"= 1'-0" EVEL R4 SOUTH SHEET NUMBER c 1 A201 1> 2 3 A300 . I v7 2 GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE 3'-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. = DESIGNATES "TYPE A' UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G0101 G003, 00043 G011, G012 & G013 FOR ASSEMBLY FIRE RATINGS NOTE: SEE SHEET A114 & A115 FOR DIMENSIONS & CALLOUTS OF EXTERIOR WALLS, WINDOWS & EXTERIOR DOOR DIMENSIONS/ LOCATIONS. SEE SHEET A150-A156 FOR DIMERSKYNS-MHIN UNITS 7KND COMMON AREA. ALL ILLUSTRATED MEP bkYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. stud 1 CMENG STRAZZARA ARCHITECTURE PLANTING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 6181 REGISTERED ARCHN°t.CT STATE OF WASHINGTON TITLE STAMP KEY PLAN PROJECT NUMBER ISSUED FOR: BUILDING PERMIT INTAKE 18305 DATE: 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 3 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS LEVEL R2- ENLARGED PLAN SOUTH ENLARGED PLAN 118" = 1'-0" LEVEL R2 SOUTH rN Vy Ili �� Lr✓a':u`a,�. r.ia3 2 3 r.. W? rd 1 A301 CD D C 181- 1 011 CA 3 GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE T-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. k�� DESIGNATES "TYPE A' UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G010, 00039 G0041 G011, G012 & G013 FOR ASSEMBLY FIRE RATINGS stud 10MENG ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate TITLE 23400 HWY 99 EDMONDS, WA, 98026 STAMP C -1 n +l KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: BUILDING PERMIT INTAKE DATE: 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 2 08.01.19 14) BP CORRECTION #3 /3\ 11.14.19 13) 14) ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY, MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS LEVEL R3- ENLARGED PLAN NORTH ENLARGED PLAN LEVEL R3 NORTH 118" = 1 1_011 Ld Cam'! i' i ' F— Lrl�►a ...� ci A201 , � �3 C7' 1 A300 3 401( CS R)<A3001._._ I i I � f / c 11 l % 3 B 11 A301 All 1 IrA20�2 n 1 GENERAL PLAN NOTES: 1. SLOPE SLAB 1 % MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE T-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. k��, DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G010, G0037G004, G0111 G012 & G013 FOR ASSEMBLY FIRE RATINGS ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. stud 1 CMENG 1` MA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, VITA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 6181 REGISTERED ARCH.A-CT STATE OF WASHINGTON 111111119 STAMP KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: BUILDING PERMIT INTAKE DATE: 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 71\ 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 3 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS LEVEL R3- ENLARGED PLAN SOUTH ')I ENLARGED PLAN LEVEL R3 SOUTH 118" = 1'-0" l•�� Y�~ �+�.M^ " tea, �.��.��# SHEET NUMBER A3O - T C4 ENLARGED PLAN LEVEL R4 NORTH 1 / 11 = 1 1_011 P,u rd A (F)E �i UA (CA' E i ? 1 A300 3 4 5 6 10 GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE T-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 FIR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. = DESIGNATES "TYPE A UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G0101 G0031 00041 G011, G012 & G013 FOR ASSEMBLY FIRE RATINGS stud 'C'MENG ST RAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 TITLE STAMP - 11 KEY PLAN - 12 PROJECT NUMBER - 13 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 Al 05.22.19 BP CORRECTION #2 2 08.01.19 4, BP CORRECTION #3 3 11.14.19 �C 13) APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS ____�C 14) 15 ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. LEVEL R4- ENLARGED PLAN NORTH SHEET NUMBER r� l l 1 A300 C4 i" i 8 L UF A301 C U A CA f E ` i I \ j 1 I I I s 1 f r I i C 2 1 A300 3 5 E 6 7 -� 10 - (12 13 15 16 GENERAL PLAN NOTES: 1. SLOPE SLAB 1 % MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE 3'-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. k:�2 DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL,MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G0103 G0031 G0041 G011, G012 & G013 FOR ASSEMBLY FIRE RATINGS ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. stud IOMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 6181 REGISTERED T� ARCH2t-CT L/ VSTATE OF WRSHINGTON TITLE STAMP KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 Zt 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 3 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS LEVEL R5- ENLARGED PLAN NORTH ENLARGED PLAN LEVEL R5 NORTH 1 /811 = 1 1.011 u CA SHEET NUMBER ci A201 1> 2 A300 / . 2 A300 A201 j � �3 5 6 Eif cif S 3 (§CS1 i�R A30� SCR c L Qy Q') 1 IKA202 M L 1 4300 GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE 3'-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. k�' DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT. SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G010, 00031 00041 G0117 G012 & G013 FOR ASSEMBLY FIRE RATINGS ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. stud C'MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 WWW.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 6181 REGISTERED �. ARCHI?f-CT STATE OF WASHINGTON TITLE STAMP KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: BUILDING PERMIT INTAKE DATE: 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 71\ 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 3 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS LEVEL R5 - ENLARGED PLAN SOUTH 1 ENLARGED PLAN LEVEL R5 SOUTH 1 /811 = 1 1.011 �./iYYi�r�Wi.►� SHEET NUMBER 1 r C4 3 0 1 A301 (C) UB UA CA) i I �T L_. — u I ci 2 1 A300 3 5 6 GENERAL PLAN NOTES: 1. SLOPE SLAB 1 % MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2. GUARDRAILS TO BE 3`-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3.2 HR FIRE RATING TO BE CONTINUOUS 4. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER IBC 720.3 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. = DESIGNATES "TYPE A" UNITS - SEE UNIT PLANS. ALL OTHER UNITS ARE "TYPE B" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY, ELECTRICAL, MECHANICAL AND PLUMBING ARE DESIGN BUILD. 10. SEE GENERAL SHEETS G010, 00031 00041 G0111 G012 & G013 FOR ASSEMBLY FIRE RATINGS stud IOMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate TITLE — (10) 23400 HWY 99 EDMONDS, WA, 98026 STAMP 3 A200 �6181 FREGISTERED - 11 KEY PLAN - 12 PROJECT NUMBER rl 3 18305 - ---�C 14) -�15 ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. ISSUED FOR: BUILDING PERMIT INTAKE BUILDING PERMIT INTAKE 2 BP CORRECTION #1 /11 BP CORRECTION #2 K2\ BP CORRECTION #3 DATE: 12.18.18 02.07.19 05.22.19 08.01.19 11.14.19 APPROVAL BY: DRAWN BY: _LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS ROOF -ENLARGED PLAN NORTH ENLARGED ROOF PLAN NORTH 1 /811 = 1 1.011 SHEET NUMBER CN (CW) U T S R A301 CR C ju Q P L z GENERAL PLAN NOTES: 1. SLOPE SLAB 1% MIN. 5% MAX. TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS < AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE I �-10"30'-11" 13'-10" `\ ' 5.-5" f' 9`-9" 1'- �' 16'-3" 34'-0" 22'-0" 16'-3" 16'-3" 2'-0" LAYOUTS AND DETAIL Stu 10MENGS �Al I I 2. GUARDRAILS TO BE 3'-6" HIGH, TYP. CONTRACTOR STRAZZARA C - - - __ - - - - - - - - - - I - - ci NOECEOSORD. GUARDRAAL ILS SATTACHMENTS FOR _ I ARCHITECTURE 20 I 20 I PLANNING 3.2 HR FIRE RATING TO BE CONTINUOUS CONSULTING I a � 4. EXPOSED INSULATION MUST HAVE A FLAME 2 / � 0 / \ 20 2 I a j k / / 20 i SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE —DEVELOPED INDEX OF NOT MORE 0 \ I I / € THAN 450 PER IBC 720.3 2001 WESTERN AVE SUITE 200 I Seattle, WA USA 98121 '01 2 5. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON 200 587 3797 tel \ EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE 206 587 0 / \ ` 0 OR BELOW THE STORY OF EXIT 5$$ DISCHARGE PER IBC 1009.8.1 AND 1009.8.2. 6. = DESIGNATES "TYPE A" UNITS - SEE UNIT WWw.Studioms.com F l CIO r" ! I \ f / \ / PLANS. ALL OTHER UNITS ARE "TYPE B" UNLESS NOTED OTHERWISE 7. AMENITIES & COMMON SPACE FIXTURES A300 - - - - -- ---- - - - -�- - - .- - - - - - - A300 PLUMBING & LIGHT FIXTURES PER SEPARATE I I \ \ / \ / PERMIT 8. ALL PARTYWALLS ARE WALL TYPE 21, UNO. Q / I ORRIDOR SUPPLY UNIT GAS; 9. EXIT SIGNS ARE SHOWN FOR REFERENCE ONLY 3 o \ \ = U. z / I EAT & AC PER MEP ELECTRICAL, MECHANICAL AND PLUMBING ARE 2 \ I / ( o / 3 DESIGN BUILD. - -3�0 - \ 10. SEE GENERAL SHEETS G0101 G0031 G0041 G011, N ° / 0 �F s '� G012 & G013 FOR ASSEMBLY FIRE RATINGS \ I 00 I I I 114 11-0 O 114 11-4 I f 4 \ / L-1L—IL—JIL-1L—AL-11SLOPE TO SLOPE TO DRAIN, TYP. \ DRAIN, TYP. I L 4 \ \ / r ,— l� L� ILIL \ ' LEV. ROOF LINE I E SEE STAIR PLAN A3/11 FOR \ / "' oo 3 I ROOF ACCESS HA CH \ / \ I I \ Tuft \ I o5 t -'- 56 6 : 2 0 r ! / \ �0\ Y h �( Y Y1.'. 'i•" 77. rr 0 3i G RRIDOR v I // / I I Ah EXHAUST P EP �- _ C7' _ — _ — ' _ _ _ , _ _ _ / — _ _ _ _ / — — 20 \ Goodman Real Estate 7� 7--- -- — I-- _ — — — — — — — j 1-�� f I o �� \ 0 7 - �, o - / \ / -lam I TITLE 8 M - ;\� 1 1Aft ff-M / \ Mw o i I 9 ;/ / I 2 I A300hLjM0ND%tJ i I / a I 20 . _ I ! 23400 HWY 99 ,� y3 EDMONDS, WA, 98026 E d— I � I Q STAMP w 2D �, 6181 / I = 3 REGISTERED ARC T D � I ; < A202 . _ LES 5 ADZ STATE OF WASHINGTON 7S� � 2-- Crr / KEY PLAN 73, / A202 3 2 B r r A301 , A202 i A" i l PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 3 11.14.19 1 A200 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS ROOF - ENLARGED PLAN SOUTH ALL ILLUSTRATED MEP LAYOUTS ARE FOR DESIGN INTENT PURPOSES ONLY. MEP DESIGN BUILD UNDER SEPARATE DEFERRED PERMIT. -y SHEET NUMBER l j)NLARGED ROOF PLAN SOUTH K v 9 � g -`;1/8 f' = 1 f_O,f - -_, I (cm1 E(ce1D 11 ( ) (E 5 4 5 4 ( )14 13 \.� 16'-0" 16'-0 12'_811 31-711 12'-8" 3'-7" 16'-311 4 Ole Z. [ LD CD 'n z 1 z - r1{ Ii stud jij_j V v 1 !1 1 11 1 if r1 11 f ¢ z ! 9-11112 6-3112 z 9-6 6-9 z z OMENG 3 � - -- — - — — � _j _ w7_� 1 1 w� 1 J I � __, 9' - 11 112" - 3 112" ( ) =5' - 1011 10' - 2" w ..A o o Q 6 - 2 9 - 10 ©¢ o wl _j w � - - - - - - w w w ST RAZZARA _ �.I - - - - - - - N 1 I - _ - - - - - N i - - - - - - - �,] � C3� 1 3 C� 1 - - - - - - - C� I O I _ ARCHITECTURE M e.� C'7 - — — - O —- N — — _ _ O - ' ti o e � mr�r a s ' 1 ' e e I � I c I d� C01115ULTlNG � - - � F o � ;- o o PLANNING I I � I a 3 I A502 I(§) -- I I I I ,�;, A502 --- a a ; - a LIN fr,f f..f':/ _ —I .�' `'I :fir. i �� I I [' -,. a4_ �:; ' r •i n— !-,; Y '--`,—• r1 I O I f / . J L I � 1....__. i 11 / / % / f i f I Y I ��, J 'J / L I `JI - ( .� J L� 1 -�. i I �VaJ� '�!1 4: C- _ SIM o / ,1 / � - / / / I- _L - / �/ rT _ / /' / CD / ! _ / / 1 / ! J CD O J J ' / v /� {/I (D/ / Ej{F %/ // T- 0 /! ) 1 I -' T- ' / /� r / i / \ I - C I -�I Q r- 1 \ / / / / / O � T. ' I I � T- I / / 00 1 � T- I //// z /002 / / � I // / ,/ � I/ oQ2/ /1! !� �- 2001 WESTERN AVE SUITE 200 Lo ;� .: % BATH pBATH 1 !;/ / / �, BATH - Seattle WA USA 9$121 BATH I I % , /,/11 I.1(`I`�3I _ , I % I BATH I ! / !, / , � I I - I V /� 1r / 1 rl ;' p d7 f / ' ) ' , / e / 3 O / / �6 / f ' 6 / :+ / T- 1 /2 w�9 'I ) o /' % %_ /9"1 / /' I. r % I % / / ; ./{ I A502 - / / �-- r ; /! /2 /1 / A502 _ / /-/ / _fIIII � / / r �„ 206 587 3797 tel .j I , I- a — � a 2065870588 Sim _ _ _ �.� 1 11 LIN I � LIN F 11 � �w�- __ „ - _- _ , 3 - MIN. -----------, - _ I _ 3 - r.e I I I LIN 11 - -: I I t. I I LIN. 1--- I I = I I r-------- �I1.�, I I I C .. II II a � r o I - I II A502 � I I _ I I wm.StUdiomS.Gom r I I - - - - 4— - I I I '1t I 1 I I d- U' 1 1 11J 1 ', 1 1 - W I I W ' - ---� - - - - a I I I WN r I I 1 1 1 M L I6- 3 112 I I i- N 1 1 1 N ono I I w I i N i 1 icy 1 i CLOSET W 11 �Irm- E I o W1D ' T_ o I I © ..... I CLOSET W/D I I 1 1 I 61- 011 WID I - w _...: M 4, .. I I oIs CLOSET I I � �- U 1 1 0 - - - _ \ - I m I I - I I _ I l l I I 1 I I / �� I '_ 11 I I N m I I CL N I Q T- L tiI I I I 1 1 W =- _______�� 1 6 0 Lo z o0 1 1 N -----_ -_- D i i rq1T ! 11 r- I I _- h i 1 004 I I - CLOSET I = - n 0 J , I I I I 1_ _. p� I II M I� 0 005A m Ir I i cI 005A ¢ I I b) i I i i o 005A ¢ 1 Mi w - 1 1 I D l CLOSET i t zo II 11 II I °_,-w I II 0 I �� . I \ I I / I I 005A w T / ' - � I I/� I T i I I I I I II 1 1 1 5 I 1� H 005 Ln _ T. I A501 1 / I 124 D 30W 5' -11 112" I - LLI - LIVING L I A500 J I WOR SURFACE o LIVING _ < 7/ o I("�, --� I I � F1 o I r- . I �� I �, I I I o p 1 \/ 1 - I I A500 W I I W I 1 p 24"D 30"W L -- 4 � I I T- LIVING J I I A500 WOR , SURFACE II r 17,� I� I 5 rDWI I r I z I I 4 I - I o - 0 1 w I 0 I I 0 A501 I 0 = IL_� DW I D I I I p I I KITCHLN SINK [ L__ I w_ I 66 H GH WALL, TYP , I— I \F -66 HIGH WALL, TYP \/ o I WI REVOVABI n I I I ' I 0 CABINET I 0 66 HIGH WALL, TYP. o ' I 1 I I I 0 0 . / 4 I I I z I I II I I I 01 z I w KITC EN SINK W w I ' I 0,w I = � I REM VABILE I _ CAB/ ET I F-- 0� w-.� r ' I OIll ' I V O I �5.. I -c0 . ~c� �'.3�'z'haN11.r �rG. z zF y i w OPEN o �3. I I LIVING 1 �` OPEN z I �. OPEN 0 I c� BEDROOM I BEDROOM— I �N 1 1 I r BEDROOM -- I 2 1REP- I - I - - - - -- -I- - - I s - ; I I x A,-awa.-E »...y.Ls...... RN j♦ I s r t" I I I REF I �L + -I r 1. I `w �^� PAN AC PORT I— — — I '. B � B 1 ' � � �� 008 PAN 008 AC PORT I I I REF1. _.._. - - ... y - - --� - ._ _ - I I AC PORT PAN 1 - _� I �1 I I I I I PAN 008 — I AC PORT 008 PAN 1 1 — _SAC 00S Goodman Deal Estate I i I I I I 1::::::[� --1::a __ - M - 11111 I I A I I I =6=111 L�__ A _ I — - A — - - A — - - - --- I11 TITLE PATIO I 1_IL_� � i I I I I I I I I I 1 1 I 1 1 1, I —:= kitt I ; 8 ow A0016 9 I r )! it �, ire I 4 UNIT Al -STUDIO. 11 UNIT Al -STUDIO -'TYPE A ��= 2 UNIT B1 -URBAN. &�J�/N 1TB1 -URBAN - TYPE A . �� 5 UNILB1 2 -URBAN1/4"= 1'.0111I4" = 1'-0" 1l4" = 1'--0"411 = 1'-011 1 l4= '-0". (6,�,)D E(ZC,1D E 5 4 5 4 14 13 23400 HWY 99 �� I �� ! I I EDMONDS, WA, 98026 I I i STAMP I I E I I I I i i I I 6I 8� REGISTERED _ ry � R _ - __ — c _ A C T 7)-,a, •_ r-•ay �yrJ :• + 1.,,• _ .4 .• ,•. �' r as _ _ b,'.a ♦_,_'•, _ - r. _ h♦ •_ - a _. _ - i yi ,r- .• I.. .4 - w_r C - - •• . -f - -I• - r I _ '_S_,•r 4 d7 Lr• r ,_ •_ ;'s _, +' r.' Y •.I _ , S a _• s+'f" - "'�'o L ,• - r • ' w • r I T a • w a�-L - R ^. ♦ • ♦ w , r- - _ ..S I •I ar ' •• • _� , + i - e • - • ) .! a - - pI .-. 4 .y • • I • - _ �,. 1L - w• Jw -,,['y - n- - a'- , ai -yIJ - Iar -} J .-• ar' - - ,..-, +• - ,-I a +.,- w I • - ,a. _ _ J1, 1,♦ V _ •_• •:. • k • •' • J I , . • - tt^t'xs _ ..'k' a7 - r r- •r ' - a _ r ate- • - _ ' • r_ _ _ 'i a , , I _y • �, - ♦ L • - I - - iii r •' • •ai I •-iR I )C-, + • • a ,4_ _ , • w ,- ..aI , I_• r_, r`r. ' • 1I.• •: +a,_ i •� -,Y4 'a ,_, 7 _ _ - - , a ,, j- r r �) y , - r ' _ .. _ „ w ,r _ - '_,+ -1 ,r - • _ - -' • - 4 -• r v . ••i • • ♦r a- -r _•- `• ,. rJ _ ♦ , ` , I _+.., ! ♦ 1_ r ■ • [ •_ r , r { ., a - II J , ,-! _. • _ a •„ i ,-•• • i-' - a -• •I -• - • •, t I. ♦ i a•.•� _ ly' • • 7 ,- ♦'-I .ri' L`• _, I• .' _ _• _Ta-^A 7,Ia - "` �' ' r •-.• •• I�I,T.,r-♦ �wr `•'., •• _, 4J,r I I • ,i,i r. •, • _ -. • - _% ' ♦ i •fir_ -'_t I, IL �w w. aJ.. ,_• K, r_ r •a_•v_._ •y_, r.`J. ' _• - 1♦ •�7` •, •' ♦ `I_ wh ra ' • -J 4' , I _• H .� . IF + La a aJ /L , n- a. , - _•_ __ - -' -,_1,a►� v_1• . I-,-, o-y• w IIy I_ _,• ,+1G'_ _ _ _ w, I I , .[_ 6•. i I• I�,1 a_ L lr-• a• •+ _ • 7,• r_� • . ,L _ • ,,• ,.r 41- f♦ r•r- �I ,.r'�• 4., ♦•ra- -+'- r, Y �•'- '-I' ' v n ,.flL , r••�,• a ,r1 •• .. •�r• .ya _a a, - ,_,- ' •. t a , I - _ _,- r .-, P 7 , ■ ,r• - -• .,-I I aI 7 ,`. - - -L �_ti . -+ - - - _4 w I.• I I _, }• 3 ,_I ! _ • 1t -y -r - is a � rr. - . i_'- si r,_ - 'r _,�" - -i-a1 - `'S •,. r_ _ ..�-+. a. T S"�LI „��, +•..r ,- - 7 as _ __ [ L _, I 'r- ( .,r _l -, a - - - I L•a h • ,. - ,' .7 ♦ '.. I -r + -II -_• r _ T• -r - • - , • a, ) - 'i , a {, r l L y+• - * • Ii , - _ -ti- T •,+ `�, t- + f^'r- `•r •_ . • , - ♦�•.I _ wj • (t IL1 -• r 3.f -IT y T"q, • • ••,. _ •_ • _ • a F -, • ,_r. , ryr-• r •7 - - '-, ,, s ai, - `- ♦ ! -d—rT •r ', • r ♦••- ,- --"""t ._ I}•--j'-"•,^ �,` ^,-, y- Y , • • .• , -, i r • -rd r ='.T'i ,-��I- -^.'i 'I� J ,• - 4 • r.,_ `• • •, , • -, ,r+ .S a - a �i-I• I - T'r- • a! ' % I -� , _ 1 ,1I .a y_. , .• J -, r_ • 1 , I S • .r L I !_ I , I e ,_ I •a I a1, .\ rr - , i , _ a • _ I_ •„' _, Ja • _ L, I Ii a y y7 • I _\ • I { a T r • 4 r, y , ( a , _ ` I J r ♦ ' • •- } I r , )Y t ,•, , A. = .• r•• - • ■ rr- a ).•-i•l - fa JI 1. i I^ S i1, 1,, . a-r) i•,r a a• ♦w =, _ yJ -••J r • _+ _•. ) •Ia., •r1( `r IL _ . - r _ ,-L•I •_a I, ,. _ -I _ , . •I • IL / •.• +,Il L I • .{ -- ' _ _ J • •-, I , {jrC C ',- • -I • f - f it ,i ' ' Y • , - r - ,_a -,, r - Nei, Y• L I _, •' , Y , ♦ `I •, ' ,1 I _ , -a y •` r • ` - , ♦ _�• , -, • , , , I. • ••, I + • • �, , • ,I i , •- ♦ ♦ i ♦ , 7- . • • t ' S ,+ r - , 1 • T • ra I �I 1 a.• a + , ., _r I _• •. e , a�. ♦ �, ,I' _ a i _r • ,• -♦ .r ♦ I. ✓• y + + • • a 4 ..- e • r J J _ a , V _ : •_ s y_ I _ , •. • a [ a w ♦ _ _ 4 ; • ; _ r • . 7 S , . f • r w y - , , , • e ' -r ` a . • 1 , _ - • - - S • '+. _ r I • + ' ` n • P a ♦- r ♦ _+ a r _ r , P I - ♦ 1- , - ' _ I , , ♦ I _, • _ , _ • • I _ f _ - ' ' • - r f I , I '. + a i •,- •- , 9 I T a.- , r - - a - , - + , _. _ - v • • - • S c- . _ • r +_ ♦• ) ,` I 1 L+ • ,I- I •y • .1 _ 'I , • _ , r _ • I� - J_I • f ,fw -• - r -• ,, , • '. ',,_I _ , ♦_• + I- -• `,• •. L .•�,J.1 .�^L' Imo' O wI V • J • 3 • w I , • , ,,. , , pa I- •-• . + , 7.. •. -, .' , ,,- ! ai - .•, a r- ) • a ,•a . •. r yr• a_. - - - a -t _ ' • • ,_ _ I • a -• • •' r-r _ - i• • ,• _Y, J, �' •r I_,_♦ • • )w= aTI{+I_ Iy. • a ,Ira L ,, , ' r, ti i - , ,y F I II•i ✓�•-)� a •• -r ,- , r -,.-• f , -I `♦ a - i I • 1_I w,_ w Ry- ♦ , hI�T �,Z,�-a[ .T-, r •i�.- C + - I J ; r • , • , I. • , - v -I I • , , • • {• , , _ • i • Y . i • ' •e ♦ r ~ , [ - w • t i r , • - I a - I • • r T _ , - r • - - I L + ! • J • • �, I- i L , - • , • I I II ' • - r ,♦ I a { , I- • a • r ._ • • , , L _ a , i , J . F • . • • • J • J a r , , a ♦ V • _ ♦ , . L 4 w 1''� w a1 C _< •, r , r �• •. r_. r -, r - ' . _ v. _ I ' L r. _ . ,, r I •'• • y 1 1 a - { r , +-i - '- -+,- " •,a .I-- +L 'a a' - - -S •_ • ••V_4"• _ I _i, I •i • `•_ ' J• _ _ _,. • , _4 , • r_V I 'r -r T (-•' L,^� S ^: •r r • r. I,.,- •I• rr C 77 + Ii r '• • i I _• ' r, . I , - I t ,il, -r n S ' T • • • ._ , ,. I • , •- , r 1 • I •1 , • r ,." I )I _ , �a • '' _I I, P' r -i _ • a r •• - ♦ , r= , I r -• S • , ,. _ '. \ t _1 , a , , r r J r ♦ , .. V l..q .w • - • e . ' - LEV Aa.,•L- • . • I. r • _ r _ a. a • J , - n • _ r. a � r ] ' y % -_ , r I- L• a 3+ • J a . y r . r ♦ - ♦ I y r- . I , � ' , • - • , 7 _, I - I i - r f r T 1 I - • a _ a \ I. .• , _ , , I � ` , -, I a. a i y . . _ „" i_ - L I - t - • • _ _ , • _,•_ ,' .♦ ♦ • .. _ -ram y r A S i- . 'Z ). . + r -• y I ', ,r ",;'I - I,,-.- I- , ,IJ. ,r iI I_y, ,I L •- , e-, • •'- , ♦ r- -I +I- • w !.• ,_ -t •• 7,-•L • +_,• ,.r, _ ry,r-, ' -L i,I I_ .1 ,. •_ • •r , , ♦ - - • I_ `_ �,• a •. a •I • a - ' • r_ aq}j+r,I - _a V , ,�- , _I LI • _• , 1{ yr' ! • y_I Y. h a_ , IT I • , L a _ , _J` a - I ♦ _ M1' ■ r I. a r ♦ - • . , , V . f � • • I r , _♦ r a I i , , • I -• y -! I - -I iI +GTON a_'tair Ja_t, I_, , S 'ia •,-• ,_ •i' .♦' I. ,f i`I !• -7 l r,, ,•� i I j,r ♦ _ I.., • 'i a.y „y Y•r-••n ,a I. • I_I .^I y A3 +•I •,• , I I y i�.- •,_ \ -•a . wr r a pw ,rC • - 11 I ♦r, - -0•y J •, •-I1'_•__ ,_ rw1 _ L • ■ ai•• •.♦- : I_rI♦ tat •.♦ - r+ aC--.• .r as _, ,• T,.- -.i •• • - • • ,-- •n"r- - LI _a r_I • L,- r_• L•,, _ _•w+ •- _ • r - Y L ,. .r, , _• - [.• a.I -•_ _ •-ai -Li '%-♦• _ - r _ •, 2+a _ •,I _a +_w y_ w♦ a _ •q , T �1j+1�-+ C - , ,• • ' -w - , • 7 i T - a, w '1 -, ' - _� ` r r •_ • T , •' , _ , r ♦ -• P - i- • e , y S 7 C I _ • y _ . i , -f • y S J • , • ' • `i a _ _ _%- f A 7 L O AV�IN • _ _ ` - _ r L' - (BATH [ �L • ,1 _ ♦ '•• , a • . I r- ' • •. • !"I L ■ L 1.,• • • ,w r • , • _• • •J . - - - -I t •_ - I • 1 �^ -• -, - , •• • r,r ■•- -• J♦_, r , •v ♦, _ - -, - it ,- -, ,, -` , a - w ,'i - I 7`^ -, • ,,, L ' _ Y- :- � ,_ - _ BATH -., , . , 7, I I ,I � � r r �I , 'w � .! r yr' ,•-• I _ • h , r ,I � 1 -) • C � Y-C a • • • •♦ I ^r • r • T �. . a -• • ♦ ' R L , 1 y. . { yI + - • + _ , r • i - t - I ti _ )f ♦ _ • v i .• , _ • 1 r ' T , w [ . • , • ,� •• -i i. � ♦ + • I I • - i i r • 7 • w - r ,- _ - _ r ,' _ i 'n • •, II • I, • • -I -• -r w ,- r.r r • r% e w • ,_ r-• L'I _ ♦_.,� r �.• ., . w I'I' ,6 r ,' r- , - -a .n r.• ,, •. _I i',� r•• ,•,_•w (+ 1 ,I ty, ,_ w r_r • •S -,a ,.• r, •r ♦_ .• J•r[ • I_• yjy , , • Z. ., < • i I. ) F I S L • ♦ • J , r ' I + _• , Y ♦ I ti - ,a' • , , ,� t w Ia ' + - - - -• - - _ 1 •_ • •' S • i• , _, S + a-, 1- •- I _ • J , • _, • • . `_ •_! ] ' V. . , ♦ a , , • - ` i ,- • { - r • •- , J • J • a-aI [ ♦., r , v^ ♦ i ! - • a r- • - -{ 1 ' - ♦ • w • , ,• '_y i • r .4 •- V . I a I , • w' - - • • L ., %+r 1.. • L I_ _ Y n - ,w,_,•-, ,• Y,' •.. ,� I , i- L I _, '- , T, • I, , I I I •I �- LI L. J •ri �+ I •i _I a- w + ' -,• r _• . • I •-� wI .• b. `. • J , _ J ♦ L I I a _• , ,_ • a • • ` , - `•- • - i , , :, T ti , y , ,a - r , w r - „ pti , a •_ J , r •• ti . • a , ,a. a • { I = , ' •", a - , f, +,i .I ••- , ? • t • J-4 I - I- r I ` -, ` r • Y r - ♦ , , a• S • - -r` r ,.,r ✓- _ Y ,' ,I .+ _,.-' • , e w a• • ",y • ., -- , _ - v • . _ , r• r . %I .I • + • • - , i Y ! 4 r. ,_ . - I. - •a,--♦ . �L[y-:— ,�r,-, _J�-,mat _. ,- R __• ,•I- ,•rr ,.I .♦ ae• 1-j ,�` V , . I•a J• • Y •a I- _ , 1 •Ia.I • • I , I - r a • •,- I - -/ _ �1 , Y' - 1 • -I f _ • _ . _ Ia • r I �• • V • !• I I •_ ! .I, , a •, 1 , I\�,- + - I r ,- I I r L_ 't I,,. r. r r I. _ ,- t C - • ' •, i r - - ' _ r .• f ,_ .! ^._ rI i,- • -• , .• ,.. [. w T, 1 J. ., rr V- • 1 n -}.{ I - y r rI � "� _ _ 1 '• •_ _. • _ J - - .. _,_ +^ -.._` ✓ _ YaI L _ J •, I ti 3 , r •, •' J -, • ^ L ' ♦ - r , - -a • , -• - , .,J, e - w„ - _ , _ i ! '-+ ♦ : I -• I♦ �_ r, a -r _ I . ,�• w. , _ra r+'- . _`. t-a ., ♦ ♦ -I . • ♦_ , ,• , - - e ,. - ` r w T 1 • , _a r w _ 1 ♦ _ - • , a i ♦ _ • J r a ' I _ • r - r a r _ I ♦ r _ a _ J • ( +, j `• , r ♦ I, _ , • I ,'i •a • a - , _ r L _ ♦ - • - 1 �. _ . L T ` = ♦ + - I • • . j.a , .< . , I v " _ I �' , o{ r _ , `_ \ 1. I , _, • V I .a • L .. f • ♦ _ , � • -r _ , J _ ,• y-a I1 •, , • ` r I I _ a �r _ ,r , - , • r R -♦,- _• . • - -w- + _ ,. • . 3 ,+ • 3 _ • ' + r ♦, . ♦- I _ , • • • • ♦' i ,r- • "•� , r ^, • , J i a - ` r - - • - Ii r • ` , I - )arl,. .,. • -a -,r J •,. ! '.• I .• •`•_ -.'y _•,- _ •a ,- _• 4 J r ✓ • , T , a, -I - •ti i .�. y. a.• .,. w - a _ , _ _•ri• ] _r• _ + -i .' _, _ l •• _ .-•_ • •_r _ -- a �, '• y I •'� I _ I , r^ I r _,a • , L ,, I , •, ,-r . • �V , } a,� • aT .' ,- •,i • _ J aI. w L ♦ _f _y •',. _- \ iI : ,r ti , ,_♦ , • • • -+ •-Y T 'TI r, , n , L r ♦ •- ♦,i . • Ly _ I • _• _` r ., •, La ,y . 1,. ', y' , •♦` i • - • r'' • )_ - I (_- - ,I ♦ - - - • , - 7- • ] _ ' y _ ' _ r_ L n ♦ • .. L a _• • - 1 - - - _•_ • - - _ • ' - - - I ` •I ,_ -• _ _ ,I I, -♦ r ai ,1 L - i _ _ - _ - 'I_ '• ,- III V +. ♦ r . r I - i �• ,• � • i, •-y_ i ,1IIpI ♦ _ v _ O • , _ I • , i • ♦ L v • , P i I - • - • - a 7 t I - • ,_ ` • , w • • , a • • a_ : , I • r , • 4 . I, .- (,II • , , r ,r I -. q _ a - • -) • y ( , Z ) r + , S y. • a r• ► -• 4 • ) • ' , ,., ,_ _ • _ _ , I 7„ al a+ Lam\ __r r+_r ,_ _ •• y •_ I •, I- -• a• _ _ • a• a _ : BAT_ H �" [ 4 ♦- , r • I ` ly- L y- a _ 'I_ _ I • _O •� • a ra• - •I-... I , _ ,. , _, a , a • . J , y ' • •_ r _ 1� • a i- I e • , y • I •-• -a • 1w t • _ I f ` ♦ .. T J ✓ _ ^ . `• _ _ - - _ _I n ^r fir. . - ` • • ? ' , • , +- , i ' ♦ ♦ „ It • 4 ` - • ,- ' _ , - , •. I, • 4 a -, -,, .I{� ,, y1 • ,, y+ 71 I- r •.al 1 11 L,.n,r C , •• -j • a. ♦ - 'RI-, - - _• ♦ r I-w •� - _• l 1 r - _, v� -y- I-• F • Jarr ,. ], ,.' Y ,' L Y - -' ' -w - - - i r`i- Jr S" ", i ] a • •. I. _ •I4 - L • < L - - ,- y 1 • , f'. - ' '• ' ,- + • • , ' / I - , - , I ► w • ` i r "' .• , - • I is L ' - i ,' r , • _ , • • , S r. 1i . I - r f I L -a • a • , i ) r , 1 _•, ♦ •p11 a , - r _r I - RR _ • a •- har ,.y, _ _ .y -I, , ,i 7 v a, a,,. �• y. , 7 • ,� '1 • a f . T _r I , I'l , L-J. _ a T-`- 1 L - ••`, - • L , ar $ _° • - - • r -} a. lr,_ _!-'a- - •J•, V r _ av a. l' i -• • 'k , •'- a aL 0 , I • r_h' • . ., 1.[_va •,. a., �I - _• ,L -• BATH . _,_,•a L _•a. _ J -,r .,�. ,- ,L J♦na ,rI j[1`w '}- -• _•_ )-,.a • _, i _+ _,+ r'' `'a +" 71, ,1 1 _ • v Ia / , ., 'a a r • „ _ }a , „ r '-�I y"�. a1 i y - .L • _. y • ♦. r ♦, _ a. ♦ . I. • ` � - _ - • ri 1 a♦ F _ y , • i _• • ) _ r • .. • ,; , • - _ - - - i-• f _ _ . I.L • , r 1 a , • ♦ • , _ . r , , +^ •- . I w- • • • ar - , a r_ • .i..- Ly fi .,. l.• ♦+ • r -, ,•:,L ♦ .I •a -, 1 -r a• '.f ,' �_I 'I �• ," I- . -,, I Cyr ,. .' I -a- I,L - ' •-1a ,v, -•.• J _ _ - - • T „� a , ♦ _ ,-, I I y a-i! '♦ T J- T 1 R •� ,r �r �! •- I,r-�.. , . • ..•. _ 'I _ _. �.,_ _ - - _ - r , , , ' • -! • ♦ •a a T _I _I I I • ♦ , ♦- • , I I -' , _ •. • -• + ,..• n , r 'L ~- ♦ S L - • i w _y• , •.I • , `� + -•' • - h _ 'C - L , , - •%'• ,� •_ 4 _...A iII . , , I , , \ a ., • • ,I ' ' _. , , ,rr ,^ y^ , -� •-. i - L •' • , i a , ,-y.. 1:. �� ,,' L • ., I • • a.•a�_ fir, �.. ; a --'•�i r, , I_. _, 1. ♦ ,_ • - • I- r - -• 'I- r _, ,. • .., r-:' r • .f - .' - 'w _ _• • + _ _ ,r' a .7 _ ♦ ' 1, w- - ,', r - •. ^ _, r -a f- , - C ) `,- , . �. • + • I • r N .4 a_I i r V • - • •I 4 •, ♦ `L _I I• y' • `I• • • ,♦ r._ I , ) T I- t . ,r rC w _ G _I r w I a r J i' • I• I r • -i w - a , J% a I•_,• +-• ♦ ) I - - '� • I{.•f • I a , • • M a n I J . I I . V I , ,, I I . • • • ! •" I �- I 7 \ + • a 1- I -• -{ �' , I . • 4 •� +• _ }-, I -I .. a1_ •I • •� - - \ _ n • •y r .r I- I •T' ,•• w •a I.- • ,• - • - r a-♦ nI, - a I L [ a L a 1a I_ •. _ L • . _ _ _ _ _ KEY PLAN 2 . • " I - r 1 I i i. a •, - - • - - - ' a - I ` , II - - _ • -„ - - , _ ' , . • , - - a .' .-.- .• -,4 ,iy •• _ , .. i, 'n' ,, 'T ,r i` I,r-I .I r : _ 111 �+,_,~.I aR •Y - r' b- ': + J•_': , L t 1' 11 I -I + +,� f 1,' • i^ , _ r.r ,I _ I. F • ,- r! I • ,, • -a I. • • I-, , 1 l r. _♦ .I` r• r J y._ a , a � i • a • , I r' •r 4 %^l .I • . SC ♦ � r 'i Y r ) r try _ _ J, L - - ' [ 11 T r r • T , • • I a 1 • r I - • _' + • _ I •, - ♦ , S • T _ r w .. J • .! I _ - I. + f J ,I I I L 1 • • • - r ti _ • r • l -, -I • , I r - - -, • f - , - r _ . , a . • , , _I ♦ _I.I. ,t - 8 0 _••, •- ! ..•- , - •',,,, S 'I , a♦ - ♦ Yr t • I •- -• !_ J• _ , _'. ,a_ - _ - 1 11 -r - r - kI + 1 1 11 I I`�' -`•-• • •i_y } 11 _;- ,-. ,1eF Ii t _ _ • a _ i _ • h• • `.a a _ y . -• ,I •I_I ' + /j''�� _ �• .I- ' ♦- r IS _ _ - Y• L - I I. , -, I ff y 8 - O I r, _��r r, I �a •w',., I ,C. f •,• ♦• r• _r v;-' • IT L I A •• - T• T -, • ,', r _• - ♦n I_'• _I I C•I - S I•Ir a: • a ,L V 0 , .• r -+ I ^., w _ �_ _ -,- ,` , r- ._a ' e T V, _w , •., r ._ _ ^ I - _ - r+ • r., /i I ' • i w I I • r _ a • •, L • -,w , f- , , a. _ • • `-♦ - 'a • , _ , i I • 1i -, a Y ' ,' 4 r M -• , r - ♦ ♦ - _ a , a L + I a . r _ ♦ , _ ♦ _ ., I a - I ) _ , , - '• '-•_ r - - • -, - _ I r, ♦ ,r- ♦ _ y7 I L •� , r , ,_• - ._ a - , - -' + _ • ,. ` • • • r ,_ _ , I t T, '4 + n-♦ • a C�QS'ET. • ' _ ,I +' ♦ ` O- • - L , _ I . - , ' - r - - _ -� a,^< a•- • - _ - I r,'�5 + i ,i . ', La It r ♦ J _ • I: a + ) I - • a a _ • - - ' -' ` r - 7 ,.'r , r,., - • ' a • • , , , ,_. ' . • ♦ y , + • _ - - ", , ♦ i r -a •- ♦ S F -♦ J J ' L _ �, _ _ • ,I ♦ r,r • A_ ♦ t • _ -I,Yr A • - ♦ aw ,- r - I _ •r I r , w • J _+ i a -[ • • • • T _ • a % 1 r, , _ ♦• - -• ,I- a • i a ♦ • • s , - L ,_ b I ♦ • . ♦ ♦ _ 1 ,- �I ♦ +'ti ) I I _ r • 1 a • y _ ,•_ w +L ,_ _r4' r .a, i"~ ,- �1 r -y - i•••a �_ a • _ L. a• , r - -. I- - ,• [�.(]/a'��- • I,_., • _ - I - % I, _I_ _ •+ J' I ,. ry -Lf Y,_I I_ _ s-�°. ni a I. , r .r •i = L w J _�ZV VE _ ! �r %, A w • r • , n ' _ ,' .- : ,-)L"r V. '� 'Ia J � , G LI - } •y, ,, - • aIH - S - • Vr '- �. Iy I_ • 'S +a. _ ` _,'T _^• _v _ • - ai' • t ,',7 . 'I ,: fr -I •� •. ,T'• 4-• • •., J • r, , ' -I ,T {- ^} I' - _� II T •r-I r .. ' , Y i • _ w J ' _ a, •_ ' i• ♦ • -r • a -a 'a '-I ('_ '' a • ar ,r , ♦S- -- - I ' 'I Jr-, - I _ 1 Lr• . J• _ _ _ I r I• I. ' J _` -a r, `• I _ y I • _ _ I,.• ♦ L I ry a; , ; , • -• I w , , _ f .,- I II, i• _ - I , i ' -) ' i ♦' • i , • • . i ^, a • , y I _• a. , '11 I + • =a '. -• .1 , q i .I �• 'a-r, ,, • I • , ,_ , a , I " . w • , -r I • 7 ' r - • r • _w _ _ I ., • a• Jr a •. • II - O - + • ' •'_" . ♦- I --i- . • ' •"0_a ♦ • _ r,Y ♦•L a •, • - - I ai •, -I _ S r , - - ♦ _ • -, .• • • . - •• •, ♦' P _ a • -+ • _ . S yr a r. _ • , '' _ , _ al ,I - _ 1_ • r • , `'r' y _ _ ' - _ ' _ a _ • a �. _I • L� , -r� _ - , a , I •• •♦ `_ y t -I L •I -4�� "+_ _ ; , ' ,+ M • + ra ,- • y , 'i- f • , IrA . I ,. ., J I _ ♦ • ♦ , _ �,- I- , f, '• ■ I • , a'' ♦ , , Y 4 '. i • , w, ( L' + - a.. ,_-• •-= ••' _,, •• _• let- ,•-• • ♦, ♦,-• l,_, ,- I I, ' ♦ �, ., w •�� a. ) [ S L a_I ., J • is ♦ f _ t -i •f. ' , .I` ,.[ • • , • I �• 'I - • • a'r ,,, t ' ♦- I'r• ,7 • r� 4 . T' I� ti a I. ., wi . , _ I ♦ 1 [ -, • , _ , f r,. - n - - • - • _ , , - ✓ • I , •, • • , r , - • ^ + , ` , I w v 4 , ' . ♦ , . _ _ • t _ • r • -+ - i + _ _ , • _ • _ L • I ,. ♦ ' _ , S •, - - - + . . _ n r a•y I :-• r a . •�' . •- • -a I,-• = .It ,_ •_ , _ I _ •I , . I- aI , I • • S' {-= r - _ r ` Z - -' -r. I I - )- r i • a - lL y , • a '1 !1 S t 'C��. I• -0 , ] �,.. "'-. • a- r.y -, -I 1 a' ♦ ') • r • ♦ _ .. Y r -L , ._• I r _ , /_' 1- _ • • ♦ _ • + • ' - - • , • a a • ry , ♦ ,,-q <a.., r.C:.� aL ♦_ a _ , J L v _ r ' _ , _ _ I ` ` • i , • , 11 ♦ r , - J I ,,a+ , ' i I. , -, I ' _ a - r [ - ' • - I, , • - r _ _ I • _ .. 1 - i • = • y , i - -, Y r • - • - I , ' J! ♦ L • r r .- I I - r , ' - I - a I _� L y • }( _ 0 w - • • - , - I - I _ • L' r I �„ V 0 . , 1 • r _ l 1. y . , V , r 1 + • rt , _ • _ F ` 8 ; 7 _ % - - - e `I - I _ - • a . , ) _ , , ! I , , Y , I - I 7 _ 81 _ O 11 . _ ! I _ - ` r a I - , - 1 ,,_ t . [ _ ` :-, .., a I L ♦ { `• Z • -0 , .' I- • r -` _ _ ■ I _ ) _. • • . I w , , ( • - F _ 1, I F _ _ _ ,� - aI, _ ', • a- ,L, , J .' h . w f JI r .• r • a _i 'a • • - • - ,- y! - ; �I , , - it • - F • a f ,y ,. •- ,- , • • • , 1_l a. ., • • , • r :r • I , ' _ 1 , - r , ,I_�wra _ aia - _-II-Ia _ ,-r� - 7,_ - I. d ` w v_ -4 •I ' • • ♦- I • f 1 _ ♦ ♦ •-I I, i . • Ia I- , • . II L I , L ,-e -V J • ,, Y j/'� I, I, ♦ _, I _ • .• I I II _• T M , ` ^I I• I •I f I I- i -Q V 0 ' 1 S I r _ _ 1 • r (.r�(j I ' y r • I - - _ - - -r • J, -„ f • I n - - r • _ 1 S .1 r - - -' r a J „ • _ 1 - ♦ + V ' F, ' a ,- ti , ! ♦ . I 7 , , _Y . J • . L ^„ _ _, - 1 "r 13 +n _ r` • wJ _ '1 a r ,,r l�. r♦ ww • as I I SI ♦• � T w ,-.I S , i _' • ,, ) , a- a • .f Ln a -r •I. _ , .I - T _. _ _ _ - r .- I , • , - . . . _ _ _ _ 1 _a r I_ -y . • C I . • L r, , Iy ( • • ,r I. a + - I Y - , - w_ L , , _ 1 S - I L • ` a •-+ ' ' •,-I ` a a , V Y _ . _I, .- _ _ - i •. • , Ii I• i` � r . , _ •• ,- _ n• '• • H a • - a ., - - ' a • IVJ • 1 . ;-a i ,.:.. �'-.i. ,, - <..�., • • _ _ • _ r ' - - -. <` 'r' _ . ` . _ CLOSET . a I - a • ` I ` •� ♦ _ , a I_ �.. - .. , ' i - r , f - ) - �:;r . w - , I 4 . .a o a - "� - • , L w , a` Y..,- .: Z '- x - I -N . _, w+ � - s:. ��' • , , � ' .I ..� �=.:.gym;` .�••. _ .>,..�'�� ' • � Ex r4 J I ,i I - 1 _ -" - • ' ., � ., a' -w - - a ,• +!. • , ,',-tea L4 a - . ti. 4• I -a - - a Gl ' - FLJ - I- + - ' •'L17 : '.1 I I` i:•-''�`-_'rr,- -, i ti` , _ ,_•+_ CLOSET SD -q ;_��>...,, ) f - � * 8, ,l F=_•;. - --'' ; :;'' SD -,, _-; ` :a .I -., _ ,_ SD • • I[ • J - L - r,a a i w� - . T ,•_ ll;i % I-, • I af.7 +I !, _i. • w I., r '_ .ii I'll'. 1 ], a' - ,z' , ^= -, _y I- -,r - ,•' J '- • _ I r .r ;:w; °v„a^n'�. .>, • a_ , •_1' .,C. ,.-.�rl` ' r • ' ♦K'r`� ,1�, a - LIIa V _\ - .S '3�=Ana-'✓ ^... .,.,. ,r.r + i I !1 L a��ah • - t, • ., _ _ '_ -G c.....0.�r_W. _ • :-• �. , -,a +,• -, S - ,- -• A '. , L+ r 2 L . _• • •• a , , ,r _ • , • _r I it '_ a, j. I_ i r - - _� ; -iI � , - a vRa- _ • a . I. _ _ ) f � I ! - _ - • I e ,j('�jr ' ` 11:• I , -w V' O" SD ' I -i IT ` - ,' , ,-- -rI I • '; 11.y_ a S • r _ _ _.' + . - , H+ I . I L I II l' \ f.a. ' �, -T . J Iy I '_• • r e - ._ " t- -,,- • �, 11 2' I �jf ._ I _,,z - _ _ ,]r,• a LIVING <_ . -. . rSr � � LIVING : • i ;r,_ _ ' ' ' SD -,'] a r, - • -, •r - -. I I, l . I- I , I _ • - Ii _v -•, ••`r-[I LIVING i 1 _ 011,1n-I • - ,' ,i ;' 1 . , r+ - , , - ^ . 4 I 1 _ P , J , •� % I I t Y• % a • ti[ I -I, _ t �= _�-. ,I ,a I • 1. L w •,_a a r,i I ' •�J1. 011 t i r - • _ r.II • I • I ( - •. zI _ 1 11 a a, i1 r, . I [ .,.fII` w z 6611 HIGH WALL BELOW, TYP D 7 - 0 ' -J,; : ± \IIr/ 66" HIGH WALL BELOW, TYP I • .V 2 ' ' ' — — — — — — — — — — — — — — — — � ' I - W — ' 1 i I zfl.1-1 -1 a--,.y - •_ ; ------ i z _� : 66" HIGH WALL BELOW, TYP- w :-,, - - - - - --- -^-- (@ d. f--,_� 2., % f: !,: i f tv I,- V ,,I I. _ 11 I .1 - LIVING -r",.- � F_ 11_':1, J Y+_ s" --!'- j J _`_; a' i LIVING I_:, 1, If,- -'t� PROJECT NUMBER L I •" , , I LI, ,-{ ' ;M Jn % ` _ IY a I; iI, a I I r, ,_` 18305 I is 1, s r ' OPEN �.�_' ar BEDROOM OPEN 1.I_t h a_ % 11. 2 -- _ �J�.I,:-')a --.. - ,, ,� Y_( 1,-aAr BEDROOM :, ; OPEN _.; ; ; �,3, I; =� „- .-ry I Z. ' -/'y 2 — %-' - - _w_ 1� BEDROOM ,�;;- . a,,-_=_1��~C1� ` ISSUED FOR: DATE: ) . a • , _,, ,. . , n , �iJ •I 2 ' J r •_ IJ w , 1 rrI I.,I • F r I -, ,-n'Y ) \1 , `a w{� _ S r•��_,a__H_, • 'L : • t t • • J-a , I i , � I— - y11 a - r _C ,_ •. ♦jI _']>f -:IFX P v i 'If - `_ I • -I - ,_,r i l-I vir.J +,, I '- . -1 - -'— - — — _ - ' _ _ I � I- �_ B _ � I y BUILDING PERMIT INTAKE 12. �I 8.18 I . ,_• 11{{� .I 1 J 1 r, , ,_ • •_ I••, a.�' " _w - ;!I, I. �It 7;.:•-: `tr ,- I=:,-, A"A BUILDING PERMIT INTAKE 2 02.07.19 s , (.r r 0� 05.22.�9 — - 1 — = I ' :' �=�',-' '?'-~-'�� f .:L?w-s: -� � BP CORRECTION #1 EXHAUST -� EXHAUSTS I = aI ' w w W I I I W w W I : y .,I'.. 1, hVlp• I• +J" I. - ~ d ¢¢ =H F__ I_ — - I EXHAUST BP CORRECTION #2 2 08.01.19 � � 2E � < A - - - A �:. A — - - w W w BP CORRECTION #3 3 11.14.19 WU)U) W�U)� �- EXHAUST �- EXHAUST �Q¢Q = F' �-- t- = F— F— z www -jwww www www t7�1EM �Mq)00 zO- 1n I �¢ ¢¢ w W�j— _1 , _1 cn LLUJ Q i� c j M ' 'a' Z LLI F— F— }_ z I--, F— F— w = w �w ww -j w ww w `r'o F �? Ln c� d W - 0 0O co r_ � . >Mti� �ti� 9 RCP B1 - URBAN -'TYPE A' 3 RCP Al - STUDIO -'TYPE A'. 7)�, CP UNIT B1 - URBAN. 6 RCP UNIT B1 - URBAN -'TYPE A'. ; 10 RCP B2 - URBAN 114" = 1 1_011 UL 14" = 1 1_011 11411 = 1 1_011 C 114" = 1 T-0" APPROVAL BY: UNIT PLAN NOTES SYMBOL LEGEND DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB 1. ALL DWELLING UNITS ARE'TYPE B' U.N.O. COMBINATION SMOKE DETECTOR/ 2. PROVIDE REINFORCEMENT IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS AT WATER CLOSETS AND BATHTUBS IN SD CARBON MONOXIDE SHEET CONTENTS ALL RESIDENTIAL UNITS, PER SHEET A900• 3. PER 2015 IMC TABLE 403.3.2.3 KITCHENS TO HAVE AN EXHAUST RATE CAPACITY OF 100 CFM (INTERMITTENT) OR 25 CFM (CONTINUOUS). BATHROOMS TO HAVE AN EXHAUST RATE CAPACITY OF 50 CFM (INTERMITTENT) OR 20 CFM (CONTINUOUS). EXHAUST FAN ENLARGED UNIT 4. ALL UNITS SHALL USE FRONT- LOADING WASHERS AND DRYERS U.N.O., ,� R 5. ALL WINDOW AND EXTERIOR SLIDER TYPES ARE SHOWN ON THE A200s ELEVATION SERIES. =' t� `i : ' PLANS 6. ALL INTERIOR DOORS ARE OFFSET FROM THE ADJACENT WALL 4" U.N.O. - PATTERN INDICATES SOFFIT OR LOWERED CEILING EL. T-0" AFF MIN I r Z •I TWHERE ROLLING BARN DOORS ARE USED, ENSURE OPENING WITH 32" MIN CLR AT TYPE A UNITS. >, ,- U WHEN IN FULLY OPEN POSITION, SLIDING DOOR HANDLE/ HARDWARE TO BE EXPOSED AND USEABLE FROM BOTH SIDES, TYP• = ,; ._Y � ;�,; _.:t - KITCHEN SOFFIT TO START DIRECTLY � �q = a v t �4�7- 7. ALL INTERIOR UNIT WALLS ARE WALL TYPE 24 U.N.O., FOR ADDITONAL WALL TYPES SEE SHEET G010• - ABOVE UPPER CABINETS @ EL. 7'-0" AFF c'' ' `�` I:..,�w�t `w�..� 8. ALL EXTERIOR WALLS ARE WALL TYPE 20 & ALL UNIT PARTY WALLS ARE WALL TYPE 21 U.N.O. DIAGRAMMATIC EXHAUST VENT SHEET NUMBER 9. AC PORTS TO BE LOCATED IN SOUTH AND WEST UNITS ONLY, OWNER TO VERIFY AREAS. — — — � PATH & LENGTH SHOWN FOR . 10. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR PER UNIT AS REQUIRED. ESTIMATE 25'-0° MAX LENGTH 11. ALL TYPE B UNITS ARE DESIGNED TO COMPLY WITH OPTION A, SECTION 1004.11.3.1 12. PLUMBING UNDER SEPARATE PERMIT. PLUMBING ENGINEER TO PROVIDE REQUIREMENTS FOR WATER HEATERS SUCH �` AS SEISMIC STRAPPING, EXPANSION TANKS, DRAINS PANS, TPR PER 2015 APC SECTIONS 608.3, 608J5, 507.2 AND 507.5. 13. QUICK RESPONSE OR RESIDENTIAL AUTOMATIC SPRINKLERS INSTALLED WITHIN DWELLING UNITS & SLEEPING UNITS PER 903.3.2 EXHAUST 4 c CEBr { 1dal — 511 �1 I V z c Sim c 9 A500 22'-011 UNIT B3 - URBAN UNIT B -URBAN - 'TYPE A' '�� UNIT C1 -ONE BED UNIT C1 -ONE BED - 'TYPE A' 1/4 -1-0 114 --1-0 1/4 -1-0 114 -1-0 J w� (D Coco -j w w w z cf.3 O CV W 1 _1 1 M c f• RCP B3 - URBAN _ BATH-' . ✓-�+='�- - +R ,.-r+ '•�♦ 4a'f'Ty+, Y,' �■�,-',,ter' �♦,+5 r I . ,I . 7 a• L r'1 -♦ T f ,+ �`•_ �iQl roil♦+.f is ,a - a♦i.-� ,\ +". _„ � +4 �- „_• � ' / 4-ate_♦ -/ ', L 1_a+ \—; +- /,IS\"/ _•— rl♦• L, _V +pJ a,. a I R-1 ✓ 1 -i -. - • '- Y a. , • Y a,ti •,1�n ``r a-' J - • � ay i ` r +- 9 r DEN ti _� , �•r -= CLOSET ` I - - �. " • � art _'! L t • - a S '' • • • _ _ •/��_r�,a+ T�-SSf�_"`Y �♦♦•'� +_aRI� 8 I_ oi1�L+ •�•-i j• jai_ .�ia�•♦.•`'_Y S♦�+,_ C•»�^�i•_♦;i-• vo, i-♦_ F �r-a1—' -a1 a a _a ,�•a L' aw w • 1 _+ _°�, �:;�, .tea. _ .�'�i"e- - J. •+rsl /-0•r _r_r _ . _ i• a V . a_ a r . f �. LIVING a , + a [ 11 I-, I , � �66" HIGH WALL, BELOW TYP� � 3r•a• - -� z -` w •�~ �" U SD i I— J I F a f I / _ 11, L ' w OPEN BEDROOM - 2 i' -a r• y - +•an a r_ r - . a F EXHAUST = CD wl w co cn --j w w w H _ z r P� _i 1 1 7MQ07 L n RCP B3 - URBAN - TYPE A -�� c RCP C1 - ONE BED Nw EXHAUST a ¢QQ z n:� www F z - - - LLI> O od C) N � 0' lei 1/411= 11_011 1/411 11_011 1/411 = 1 1.011 1/411 _ 11_011 'TYPE A' UNIT PLAN NOTES 1. ALL DWELLING UNITS ARE 'TYPE B' U.N.O. 2. PROVIDE REINFORCEMENT IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS AT WATER CLOSETS AND BATHTUBS IN ALL RESIDENTIAL UNITS, PER SHEET A900. 3. PER 2015 IMC TABLE 403.3.2.3 KITCHENS TO HAVE AN EXHAUST RATE CAPACITY OF 100 CFM (INTERMITTENT) OR 25 CFM (CONTINUOUS). BATHROOMS TO HAVE AN EXHAUST RATE CAPACITY OF 50 CFM (INTERMITTENT) OR 20 CFM (CONTINUOUS). 4. ALL UNITS SHALL USE FRONT- LOADING WASHERS AND DRYERS U.N.O. 5. ALL WINDOW AND EXTERIOR SLIDER TYPES ARE SHOWN ON THE A200s ELEVATION SERIES. 6. ALL INTERIOR DOORS ARE OFFSET FROM THE ADJACENT WALL 4" U.N.O. TWHERE ROLLING BARN DOORS ARE USED, ENSURE OPENING WITH 32" MIN CLR AT TYPE A UNITS. WHEN IN FULLY OPEN POSITION, SLIDING DOOR HANDLE/ HARDWARE TO BE EXPOSED AND USEABLE FROM BOTH SIDES, TYR 7. ALL INTERIOR UNIT WALLS ARE WALL TYPE 24 U.N.O., FOR ADDITONAL WALL TYPES SEE SHEET G010. 8. ALL EXTERIOR WALLS ARE WALL TYPE 20 & ALL UNIT PARTY WALLS ARE WALL TYPE 21 U.N.O. 9. AC PORTS TO BE LOCATED IN SOUTH AND WEST UNITS ONLY, OWNER TO VERIFY AREAS. 10. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR PER UNIT AS REQUIRED. 11. ALL TYPE B UNITS ARE DESIGNED TO COMPLY WITH OPTION A, SECTION 1004.11.3.1 12. PLUMBING UNDER SEPARATE PERMIT. PLUMBING ENGINEER TO PROVIDE REQUIREMENTS FOR WATER HEATERS SUCH AS SEISMIC STRAPPING, EXPANSION TANKS, DRAINS PANS, TPR PER 2015 APC SECTIONS 608.31608.51507.2 AND 507.5. 13. QUICK RESPONSE OR RESIDENTIAL AUTOMATIC SPRINKLERS INSTALLED WITHIN DWELLING UNITS & SLEEPING UNITS PER 903.3.2 SYMBOL LEGEND SD) COMBINATION SMOKE DETECTOR! CARBON MONOXIDE stud'C'MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Rea! Estate 23400 HWY 99 EDMONDS, WA, 98026 6181 j }REGISTERED ISSUED FOR: BUIL BUIL TITLE STAMP KEY PLAN PROJECT NUMBER 18305 DATE: 12.18.18 DING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 3 11.14.19 DING PERMIT INTAKE APPROVAL BY: DRAWN BY: LB MA AZ AW CHECKED BY: LB SHEET CONTENTS EXHAUST FAN ENLARGED UNIT LANS PATTERN INDICATES SOFFIT OR LOWERED CEILING @ EL. 8'-01' AFF MIN,' 9. KITCHEN SOFFIT TO START DIRECTLY Pr)k/[= I IpAPR rA RIKIGTC n GI TA)" ❑ PG Arr AI r 3" 2rr UNIT D1 - TWO BED " = 1 '-0" 114 LIVING 1 DINING BIt CLOSET 1 F I • a J I \ i + , { jf A I • r r ` F - ,`r • 4 i' ` a , . • r••Y ten+ • .0 ., n r 11' •-+, ,+• , Ly -r `� ♦ +•+ • r \ n - ,I KITCHEN 011 EXHAUST _ _ = - • : ^ a . • __ ►— • — 3 • r : — ALIGN +; ,I s ar ! _ BATH: a -��r `I-I--i `r `ra ••- _rr`La•�•` i_'r_/ A �,• •-,ti\i`r�+•_�`_•=I• VENT LENGTH 71- 011 - • .: I, - - . -. , - - • . -. , . , _ _, l_ +T , . - •_ Tr �w ,i` JIt • - •• ` �_` •_ •\ • a,_,f_ • •' - i` -,� -\ I � • (-,I�• �I--+ • \ � v, , -0 •' ,, •."� �I ; , ( +r I 23'-7" ESTIMATE �� _w _ `F-T- ' -` - - _w r . 3f r ,, ti ,`•�,; _ y r.1; r, `J :_J' r ;• 4,-1„ ESTIMATE '� _' _ •' y //+�� _ \ •=,-` , � • I •4..T.. , _� ...�. - �, • I_ �— `�- ��, �I • }_` � r _ _� a•- •�i , T♦-Y �. • `•. • •` _+-V^ •'a r- i p �` •„ �`.-' ,_ •• w `.�\ •_, a I.�a' ) • _r )rr•a ♦. , v = i ! 4 I• a• ! ' �� - �— - LiV • •r�rr jr �� C •�,� J�f • r ♦ • , • a a-•. ' -i /C . r a • , i 2i'-10" ESTIMATE .- -,IY.. ,_ ,, _;.—�:'_ ,, S �, ,._ ` . _�J; _ , ; , •, ,+— ,— ,_-.\_ •_-,I— ,_�••. _—I_�,—` -. -.-+• ti JM.•— .T-r J ♦ �I \, .•1rL \� _I rr '�— * 1� 1 Tll�♦ -• �j'.'1 Y ! i_ I \ Y. .a , f , I- , r , . ate. � � , _ _ .. _ .;. r. _ a• •� _ T . ' . • � , R , - - - 351_$„ ESTIMATE P . , ., . , _ ; , � _ .. - -- - �... -� �..� r _ , a_ •_, . , � . J `:,_ • ,_ _ - - a_ 71 ,� i-• `--�, I Q I- + y I ti BEDROOM , ,- I• ; �•\,- _ \�. ��, a. - 1-II-I',I- I-, - !,_ �!•i', •_ + L• ,+ I ` T , r r _a -i w •i I ar ` -•\ - • , • + n • - I , • + a, •` a I -r I I •f a �♦ .- \ iy , _ � � + I, •, ati _I • ` _, ,_ , , ;= •\_ ra • [-` , IF .a Y ,I •A•-Ii a r+IL + •♦y ,Y `.► •i '^'4 w L _ y (_•• i r -i I I a- A. •_I'oil a� rat; r_ . 11-4 \ _•\ `_�.; `_ flll - ♦ • r r n _ _ 'CLOSET i + +- - • - , • � a a ,, I[ I [ J ,•+ y•,a+, . r `• a-r 1 a♦+! �_w-I ♦ I` a' a+\�r i _ • i�, , _, (_• I rI • � , r ` L ] l L • i , ' ` �- i ai `i\ [ +. ; r r• ,r \ S L J , . a ] 7 a� ? , � a � • I a ,( _ asp I _ • • _ , •_ • • � , � - +: _•` ■ • , •... . La • i -w •_r• , ._.+- `i _- - ' •_ `; -'`• �• as T �! a+ -a ' - I _,, ` i • 'Y•` _n i ♦ +�^r 1 -�} ,r1 ( ,I =1r� n_` • •.. _ y_„ , a,,�-Ia _=1-{-[a.a -' �`aI -_- ,Y 'a•_I ar _•\• ai Jar+\-. �+ . r I` I •-•�, ,\ ,y ,_'•81 _ 011�• ;_„_I \"rra .• � •-,I • • a S I,)_ ai :' i - `. r_a� � - L• ! + I -i1 Ia_^a) + ( +. r_, .� ,I -A �- Ir,\I. i'T a (^ • -a y,_ w r l-;` `. -r 5 RCP D1- TWO BED 1/411-1 1.011 Arr err k t i i I R1 — All I11 _ Q11 UNIT D1 - TWO BED -'TYPE A' 11411 = 11_011 6 RCP D1-TWO BED -'TYPE A' 1 -0 BIf 11 1 _ Rip BEDROOM Sim UNIT C2 - ONE BED 1 1411 = 1 1.011 11411 1'-011 UNIT PLAN NOTES 1. ALL DWELLING UNITS ARE'TYPE B'- U.N.O. 2• PROVIDE REINFORCEMENT IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS AT WATER CLOSETS AND BATHTUBS IN ALL RESIDENTIAL UNITS, PER SHEET A900. 3. PER 2015 IMC TABLE 403.3.2.3 KITCHENS TO HAVE AN.EXHAUST RATE CAPACITY OF 100 CFM (INTERMITTENT) OR 25 CFM (CONTINUOUS). BATHROOMS TO HAVE AN EXHAUST RATE CAPACITY OF 50 CFM (INTERMITTENT) OR 20 CFM (CONTINUOUS). 4. ALL UNITS SHALL USE FRONT- LOADING WASHERS AND DRYERS U.N.O. 5. ALL WINDOW AND EXTERIOR SLIDER TYPES ARE SHOWN ON THE A200s ELEVATION SERIES. 6. ALL INTERIOR DOORS ARE OFFSET FROM THE ADJACENT WALL 4" U.N.O. TWHERE ROLLING BARN DOORS ARE USED, ENSURE OPENING WITH 32" MIN CLR AT TYPE A UNITS. WHEN IN FULLY OPEN POSITION, SLIDING DOOR HANDLE/ HARDWARE TO BE EXPOSED AND USEABLE FROM BOTH SIDES, TYP. 7. ALL INTERIOR UNIT WALLS ARE WALL TYPE 24 U.N.O., FOR ADDITONAL WALL TYPES SEE SHEET G010. 8. ALL EXTERIOR WALLS ARE WALL TYPE 20 & ALL UNIT PARTY WALLS ARE WALL TYPE 21 U.N.O. 9. AC PORTS TO BE LOCATED IN SOUTH AND WEST UNITS ONLY, OWNER TO VERIFY AREAS. 10. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR PER UNIT AS REQUIRED. 11- ALL TYPE B UNITS ARE DESIGNED TO COMPLY WITH OPTION A, SECTION 1004.11.3.1 12. PLUMBING UNDER SEPARATE PERMIT, PLUMBING ENGINEER TO PROVIDE REQUIREMENTS FOR WATER HEATERS SUCH AS SEISMIC STRAPPING, EXPANSION TANKS, DRAINS PANS, TPR PER 2015 APC SECTIONS 608.31608.51507.2 AND 507.5. 13. QUICK RESPONSE OR RESIDENTIAL AUTOMATIC SPRINKLERS INSTALLED WITHIN DWELLING UNITS & SLEEPING UNITS PER 903.3.2 SYMBOL LEGEND nSD COMBINATION SMOKE DETECTOR/ CARBON MONOXIDE stud 1 CMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 6181 }REGISTERED ARCHA.CT L/ STATE OF WASHINGTON TITLE STAMP KEY PLAN APPROVAL BY: DRAWN BY: LB MA AZ AW CHECKED BY: LB SHEET CONTENTS EXHAUST FAN ENLARGED UNIT P----..ANS PATTERN INDICATES SOFFIT OR LOWERED CEILING @ EL. 8'-0" AFF MIN, y0"V i ` KITCHEN SOFFIT TO START DIRECTLY � ❑ RfIVG I IDDDD rA P1 1r-TC fri 1:1 71_011 ❑1=1= Goodman Real Estate 23400 HWY 99 1/4LD 1-NI2 -TWO BED � UNIT D3_ TWO BED n UNIT D4_ TWO BED EDMONDS, WA, 98026 = STAMP 6181 REGISTERED \\ ARC T C (Cal c 14) (15)(16 3 VENT LENGTH 21'-0" ESTIMATE 27'4" ESTIMATE 3'-3" ESTIMATE 33'-0" ESTIMATE EXHAUST UNIT D5 - TWO BED 1 /411 = 1 '-011 RCP D5 - TWO BED 1 /411 . 1 1.011 Cal 14 ,ALL � DEMI NG N r 15 i C912 LO 0 UNIT D6 - TWO BED 1 /411 _ 1 1.011 14 15 16 RCP D6 - TWO BED 1/4 11 _ 11.011 C 2' - 9 1 /2" VENT LENGTH 21'-10" ESTIMATE 4'-9" ESTIMATE 28'4" ESTIMATE 21'-0" ESTIMATE UNIT PLAN NOTES C.1 C E G H UNIT D7 - TWO BED 1 /411 _ 1 1.011 c RCP D7 - TWO BED 1 /411 = 1 1-011 �-- EXHAUST �QQ�Q W HF- U) co U) �- J W W W W W G — M [O > c+7 O I CO N cr) LO M 1. ALL DWELLING UNITS ARE'TYPE B' U.N.O. 2. PROVIDE REINFORCEMENT IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS AT WATER CLOSETS AND BATHTUBS IN ALL RESIDENTIAL UNITS, PER SHEET A900. 3. PER 2015 IMC TABLE 403.3.2.3 KITCHENS TO HAVE AN EXHAUST RATE CAPACITY OF 100 CFM (INTERMITTENT) OR 25 CFM (CONTINUOUS). BATHROOMS TO HAVE AN EXHAUST RATE CAPACITY OF 50 CFM (INTERMITTENT) OR 20 CFM (CONTINUOUS). 4. ALL UNITS SHALL USE FRONT- LOADING WASHERS AND DRYERS U.N.Q. 5. ALL WINDOW AND EXTERIOR SLIDER TYPES ARE SHOWN ON THE A200s ELEVATION SERIES. 6. ALL INTERIOR DOORS ARE OFFSET FROM THE ADJACENT WALL 4" U.N.Q. TWHERE ROLLING BARN DOORS ARE USED, ENSURE OPENING WITH 32" MIN CLR AT TYPE A UNITS. WHEN IN FULLY OPEN POSITION, SLIDING DOOR HANDLE/ HARDWARE TO BE EXPOSED AND USEABLE FROM BOTH SIDES, TYP. 7. ALL INTERIOR UNIT WALLS ARE WALL TYPE 24 U.N.O., FOR ADDITONAL WALL TYPES SEE SHEET G010. 8. ALL EXTERIOR WALLS ARE WALL TYPE 20 & ALL UNIT PARTY WALLS ARE WALL TYPE 21 U.N.O. 9. AC PORTS TO BE LOCATED IN SOUTH AND WEST UNITS ONLY, OWNER TO VERIFY AREAS. 10. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR PER UNIT AS REQUIRED. 11. ALL TYPE B UNITS ARE DESIGNED TO COMPLY WITH OPTION A, SECTION 1004.11.3.1 12. PLUMBING UNDER SEPARATE PERMIT. PLUMBING ENGINEER TO PROVIDE REQUIREMENTS FOR WATER HEATERS SUCH AS SEISMIC STRAPPING, EXPANSION TANKS, DRAINS PANS, TPR PER 2015 APC SECTIONS 608.31608.51507.2 AND 507.5. 13. QUICK RESPONSE OR RESIDENTIAL AUTOMATIC SPRINKLERS INSTALLED WITHIN DWELLING UNITS & SLEEPING UNITS PER 903.3.2 15 SYMBOL LEGEND nSD COMBINATION SMOKE DETE CARBON MONOXIDE CTOR/ EXHAUST FAN PATTERN INDICATES SOFFIT OR LOUVERED CEILING @ EL. 8'-0"AFF MIN, -: KITCHEN SOFFIT TO START DIRECTLY L- - - ABOVE UPPER CABINETS @ EL. T-0" AFF DIAGRAMMATIC EXHAUST VENT PATH & LENGTH SHOWN FOR ESTIMATE 25'-0" MAX LENGTH stud 'C'MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 WWW.studioms.com Goodman Real Estate TITLE 23400 HWY 99 EDMONDS, WA, 98026 STAMP KEY PLAN PROJECT NUMBER 18305 SSUED FOR: BUILDING PERMIT INTAKE DATE: 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 Al 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 3 11.14.19 APPROVAL BY: DRAWN BY: _ LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS ENLARGED UNIT LANS SHEET NUMBER 5 CQ ^ COMMON PLAN NOTES: kA311 `\ `'. 1. 5% OF FURNITURE TO BE ACCESSIBLE, PER ` '• ( , � . C3 INTERIORS, DESIGN BUILD 2 - 0 (� stud' 2. COMMON AREA RESTROOMS TO BE ACCESSIBLE CMENG CR A311 \ �- " \ _< \\ C4 & COMMON SPACE FIXTURES, STRAZZARA _ � 1 PLUMBING & LIGHT FIXTURES PER SEPARATE g 'g - / \ d �\ ° �. �� 4 PERMIT ARCHITECTURE . A311 PLANNING 5 \ 1 l " �- ` � 4. ALL PARTYWALLS ARE WALL TYPE 21, UNO. CONSULTING A310 q3'I 0 204 ,\ CS / .� � � \ 5. EXIT SIGNS ARE SHOWN FOR REFERENCE ON . CODE DIAGRAM, \ -. ` a - _ 2� T ad < \ - \ SEE SEPARATE DESIGN BUILD ELECTRICAL PLANS 2 1% ' STAIR � • & �, �� 001 WESTERN AVE SUITE 200 \ ,____�' - I J" -.1 FOR COMPLETE EXIT SIGN LOCATIONS &DETAILS ` 1 % o - 0 61 Seattle, VITA USA 98121 ',,. ` ��o z . \ \ , -o �� , ; °\ / _ , - " - .� �� 206 587 3797 tel 3 3' 2��, r.2065870588 • e\. \\ ii ii \ G i \\ i� ��\\ ° �` .�, .� -a \ .� � \\ - I ' www.studioms.com ° �- i \\ /� \\ \ \ \a + 4 ' ' `\ �.� , _ - \ -1.1 \\ '' 1 �, I I \ ° — -f \\ \ \\ICN . a \ \ " ,..� 4 : 1�11 \\ -.-_- -1 'd I -c I � 6 / \ ' CAGY � - `\\ � % %' \\ 3 \ ' A C6 / ` '� ` _aid -%.` 4 \\\'%i '�/ \\ & \ % ' \ \\ \ `� `� \ !i i \\ i \\ i', \ , w \\ /i;-;� ` \ �� \�\ ` / - \, .z. / \\ i 4 ' ` r, A155 » _< 11 . / �\ ELEV■ - %A310 \` - \ ,`% \16 \ � ^ . \ /; " . \ .\ \ � as . �, ".. % \ — =:. a ; \\ � \% (�- \ ,�, %\ `% - /T ? —1 1 'k \\' Ir. \ .\ ELEVATOR \ / 1 ` - , 4 .1 ' %t``, LOBBY ; 3, c5`% \ C Q . I - ,I - .: t ° - a' \ 5 � , \ `,.` \ - . a ` •tit �.- . . A311 - - '�i .o �N . 1 a e ® C3 a �; . 419.75' \\\ \ .4 �- 4,-S- . 4 01 + . � -- \ Sim ! \ i c A311 \ \ `� ^ NT f- C R C4 / �}� �� 6 i \ \ �,['� CCU 3 9 i a• `' . ' j �+ 11 ,__ \ - ipA155 _ ` %- \ \5 A311.99 ;0 Sim . \Y , � 1\�00\ 2' — 1 Qir i N. , 2' 10" N A310 ri —r. ,•,„ HANDRAIL AFF\ % A310 - - a , �..- r y 7 %HANDRAIL AFF 421. 5 \ - a %�J \ t ' _ a • F h_\ %�f/ �` CT a � t L': '0 G 3 C r ,.F % % J' ,_e I \ ak \ � I - \ -3_ 1 � ,� 11 �= \ - . !, "y � � ,.,o\ - . \ I - . - 1 4 - , �`�, V ': C U 11 ",__�_ q 7,� �`,,- L'�,� 1__� 15 1� .0� \ \�� _ / w a_ 1. . 10\1`1 - i, ;0*� \ kl� \ .1� , � - \ V� r� 16 �� G�SS,� G AS Q��G \ / ; , : ° _ / - , . �� 6'� / ` (�� PG Gp\„ `� o� Q 419.75 / \ . -` r \ �' '� Goodman Real Estate t l� `\ i \ U �NJ \-- [d? ' I Jl i PC � •�, *, ' / \ .. _ .� --q d \ Q ' / - /��r ] - ,4 ` Q� - �- ;0� LOBBY ILEASING \ o, . o�A� ��. %�4 / l \pife a �' 4 a AKA 2 ,�� %� � \ � � y "+ '- y � `�,lAr'� �. �A 201_] .--�. �� \ ��p �p�� b ,a _ s a=� - ,.- G��' TITLE ° / 7e� sc \ �() 1. ..'a 1� - % , ,:�: �_� 151_� so�_ i 1_' I Go ,e\ e \ \ ..'� � I \ \ \ 3 3�` Gee 4 I � � 2' -10" pA - \r � I \ I° ELEV. , , / \ 4 ° / / . Fz: 110'3 � HANDRAIL AFF I \ ' HWY %7u � �f � � � \ � ` CAB \ ° . ' � , /' , , - � , � / �` J \ ` / `�' , ;_- 1 . � — � A155 4I \ � \\01'� r ` C6 4",_�� LM Lip M OANIE%� N ELNEn)ffib' '0% � �� p , , [J EXPOSED CONCRETE 55 � � , q • u i P COLUMN PER STRUCT, TYP. \ .o �\ ` • • \ �l , - " • • - II�AI L 2 � / � , /� , % , - TAI R \ ,gyp .a \ ,- i q ' p�1. p 1 FACE MOUNT T-6" GUARD RAIL, \ / `\ - \�� / - `� ` _ i / - 4• 1�- 202B a ° I 4'- Q" O.C. SUPPORTS TO ALIGN / ` / 6 ', \ \ ,°`,= ° ` A - \ ` 2340o HWY 99 1 \�- � I _ WITH I.D. DRINK RAIL SUPPORTS. r t \ i _%* ELEV. \` �' ~ `� — — - -- — — -- o — — — -= , — C 6 i \\: - = EDMONDS, WA, 98026 a d 1 ]} r /. �' � a C P /- \ ` CAB \ a ! �� . C7 a u .�' �6 �� 4 I 2 1 \ •- ` pro ^ 1 a STAMP �. _ / , �_ 4 \1p �. \ \ 1 4 I I6181 I 4 �. \ ` �� -,- .� y REGISTERED 11 1 ' I ` ` \, a � c ARC T r _ I 4Aw-N19.75' FACE MOUNT 3'-6" ! '' y '.*,` 1 °_ � . a / \ . ` GUARD RAIL, TYP. • ° " d 3 i i , _ "? - 4 __ 11 OPEN TO ,- i LES 5 AZZ / - ' ` � A _ STATE OF WASHIN GTON 3 I � BELOW I'll I PARKING LEVEL \ ^' J- 0� I � '�y I I —__ -/ p1 sll�m y y ' I - - 100 A502 � �- . - ELEV. 16 .7 .� I _Ilop ./�. \ CONTROL RM. da ' - �� \ i ' KEY PLAN ' i^ ' 101D j- 1 ' ' ' ` � C U \ , \\ . I I I - I I ,_ OF 11 4 - _ g - f �, � \-----\ tio'� �. \ �. % "*, � . \ \ . 1. '. 0 � 1� 11 � ,_ � . . \ ' 3 � _ _ � [< > @ Ili10 T Sim 3 - a - _ CONCRETE COLUMN PER CONCRETE COLUMN PER18 . I1. I , I a = _ _ ; ' . ` a - A. (15 4 ` 1 2HR RATED ENCLOSURE , -+ - STRUCT, TYP. STRUCT, TYP. . , ° 3 I — — 4 , , a ' / ` RESTROOII�I 16 C6' — — -- — ' e d — v — — - _ i I -- CONCRETE COLUMN P R � \ \ ELEVATOR MECHNICE ROOM r .- S5 S5 : °.,- -. S5 - 1_4;��- STRUCT, TYP. . � ,.. � 4 101 C 0 SHALL BE IN COMPLIANCE WITH 18 \ \ \ \ 2015 IBC SECTION 3005 CL / \ 4% ' \ 1,l__ I o' ` ^ 18 \ ,�p2 ' 18 ESTRooI - o I I r / \:-,� - �1`1'1 co \ `" J 4 ' BLACK _ ,�p2e' ' STEEL I \ I WATER/ R1 0) � CANOPY 3 RISER RM. \ ° 4 _ EXPOSED ° I - ' OSED CONCRETE a SEE STRUCT .o�` ' - I COLUMN PER STRUCT, TYP, : FOR DETAILS , I 101A .�,\ ' Q 33 - 9 6 -- ° - — --•-- - + — ---- -- — — — - ' — — — a - — — -- — — T ' -A!- �� `� �� - I 102A tV (CQ,) (CP1) (CN1) 1 �CMI) 2 � 4 r LOBBY / LEASING T PROJECT NUMBER \� _/ �� A400 `� A400 ;- 101 AA 4 I I I P1 . c� � 101 18305 2 LEVEL P2 -ENLARGED COMMON AREA -•- 409.$4, { I I 141f _ 1 1.01E — -- 1 7 _ 6' - 81 /4" I 409.84' I I ISSUED FOR: DATE: I ` I BUILDING PERMIT INTAKE 12.18.18 Q•- I I I ° , I I I BUILDING PERMIT INTAKE 2 02.07.19 .1 C7 3 - I I BP CORRECTION #1 1 05.22.19 4 co I CS CR Q A155 N - : BP CORRECTION #2 2 08.01.19 31 31 AlA 155 33 r 3 1 1 I 31 33 r. I BP CORRECTION #3 3 11.14.19 . I I eve l R 1 I Level R 1 V' _ 811 511 %I 1._ _.. �. _ . __-: . Z. — — I . _ , I 432 9 3 .. _ 11 :� c. ..::!' .r .::r :_ 3 f is r r ::*.�� d r :. ° ALIGN I _ 1 I �t . A VESTIBULE N I DR PI ED GYP CEILING ON 431.0`0' 1" FOIL FA ED POLYIgO1. 1"FOIL FACED POLYISO UNDER UNHEATED °a I CONCRETE COLUMN PER I KNOX BOX &FIRE ' SPACE, MIN. WHERE OCCURS. 1 METAL FRAMING UNDER UNHE TED SPAC - _° a _ STRUCT, TYP. I CONTROL PANEL °° _ d d- D - WHERE OCCU S \ �� — — — — — — — --- d Q — — - - ° - t° -I- — — �d A l I I . *,/ I ) - S70 S4 S7 � \ cm 8 _ N 3 I �— i : • .. - . . . - , APPROVAL BY: I ♦ / i / /` / / / / Ii i / / i I I I I p / 18 18 v < 7 18 I 1 18 I DRAWN BY: LB, MA, AZ, AW I . I I /` I I 1 I CHECKED BY: LB I / I 34 / 1 I I I Q Q w 420.75 34 w -11/2' 8'-9" 3" 1'-7" 4'-0" 9'-0" 2`-8" 9'-011 2'}-8" I 9'-0" 2'-2" I1'-10"'-1' 9'-0" I 7'-5112" I SHEET CONTENTS 11 ALcfl 1:12 r- I . evel P2 _ . 419.75' 1:12 — _ — 1 FF — — - Level P2 t� 6U .. 9.75'— i� ' _ '' 421 3 -- 421 3 D E IM NSIONS ARE TO EXTENTS 1� I r 1 r F STOREFRONT T- 0 S OR FRONT ASSEMBLY, I -- E I I I ENLARGED COMMON . _. _ CANOPY ABOVE w I 1 CONTRACTOR TO FIELD VERIFY. ... .. 1 cn . w 51.011 6 _0 7 -01 1119111w I �, IL ,� I ( AREA PLANS . I 5' 6 114" r rr r r c''' c+) 10' -10 1 /2" 27' - 8" i 12' - 8" 119' - 4112" ' " , 1 �� /� (CQI)(CPI)1(CMI)2 CL' f%%.:tIt ej `� �� A400 �� A400 -- !-" --_� �: � .-- .. � SHEET NUMBER y t ✓ M �■-r r �%ram ....,.I.�IrW%r�yr ...I�/ 3 SECTION AT LOBBY STAIR 4 SECTION THORUGH LOBBY RAMP AND STAIR 1 LEVEL P1 - ENLARGED COMMON AREA 11 1141E = 1 1_01f 11411 = 1 1_011 1 /411= 1 1_011 I _.) ( \ ......... .... - . . . .. _ COMMON PLAN NOTES: 1 IF UPPER AND LOWER 1. 5% OF FURNITURE TO BE ACCESSIBLE, PER Stu � � BORDER INTERIORS, DESIGN BUILD � APPROVED COLOR OMENG 2. COMMON AREA RESTROOMS TO BE ACCESSIBLE STRAZZARA 3. AMENITIES & COMMON SPACE FIXTURES, PLUMBING & LIGHT FIXTURES PER SEPARATE ARCHITECTURE CLEAR ACRYLIC PLANNING PERMIT OVER APPROVED CONSULTING COLOR ACRYLIC. 4. ALL PARTYWALLS ARE WALL TYPE 21, UNO. PROVIDE OPENING AT TOP - TO INSERT MESSAGE. 5. EXIT SIGNS ARE SHOWN FOR REFERENCE ON CODE DIAGRAM, 00 SEE SEPARATE DESIGN BUILD ELECTRICAL PLANS 2001 WESTERN AVE SUITE 200 FOR COMPLETE EXIT SIGN LOCATIONS & DETAILS Seattle, VITA USA 98121 1-1/8" HIGH FONT n ARIAL AT 135% LINE �! 206 587 3797 tel 00z SPACING `�' / \ TEXT: ROOM NUMBER II 206 587 0588 _ COLOR: WHITE 17 wvvw.studioms.com c\jrn 0 ��a=::::� STAINLESS STEEL 7 EUGRADE 2 BRAILLE 1„ NOTES: 16' - 3" 5' - 9" 1) WHERE SIGN TO BE ADHERED TO GLAZING, PROVIDE BLANK PLATE IN 3Al APPROVED COLOR ON OPPOSITE SIDE OF GLASS TO CONCEAL MOUNTING MATERIALS. SIZE TO MATCH SIGN. 10 1/2' T - 2" 2) SIGN TO BE MOUNTED WITH VHS TAPE. 3) BEVELED EDGES, TYP. '�� 4) LETTERING MUST BE INTEGRAL TO PANEL (NO APPLIED COPY) — I INTERIOR SIGN - TACTICLE TYPE A C3 jj 3 3„ _ 1,_O„ � FIELD COLOR00 B� SELECTED BY OWNER - SYMBOLS COLOR SELECTED BY \ ,r OWNER - VERIFY SCHEDULE` r \ FOR BOYS/GIRLS %,' " w v 1-1/8" HIGH FONT ARIAL Sim ems'' Ys _ AT 135% LINESPACING I (15 00 z TEXT: ROOM NAME A502 2 4 5` �En COLOR: WHITE I � _Q ^5 z r N !>. COL ME NSTAINLESS STEEL N I I -`� T�23 GRADE 2 BRAILLE aL 0_Oz/ / r NOTES: I AMENITY I �'� �� -% - - I Goodman Rea! Estate 1 TYPE "C" SIGN TO BE MOUNTED WITH VHB TAPE. ! 34114 2) BEVELED EDGES, TYP. 3) LETTERING MUST BE INTEGRAL TO PANEL (NO APPLIED COPY) �s TITLE 11000 c� I I O 4 ��/ I 4 INTERIOR SIGN - TACTICLE TY_ PE C - -- 3 -1-42 n Elm 4. ILA wz u„4 j D M 4 bmh Sim c.i r. PIP FIELD COLOR j/ , �o SELECTED BY �� j � 4 23400 HWY 99 OWNER j 0� / E D — — MONDS, WA, 98026 SYMBOLS COLOR 4�+ SELECTED BY , OWNER / jSTAMP 4 A r. , ,00 ; �o CIN - VERIFY SCHEDULE FOR BOYS/GIRLS - ---- - — --- , ., AMENITY � � J '` `� 'f ` ' -✓ 6181 - 1-1/8" HIGH FONT ARIAL I \. I f/ j I REGISTERED AT 135% LINESPACING 8 I 330 i �' `�' ARC T z TEXT: ROOM NAME -L � f � 1 - F, — — F F FF , FF ,j� 330A/ C' 2 COLOR: WHITE j - 2 11 1 9 5- 0 ! I ; 2 LESS AZZ STATE OF WASHINGTON 04 M �, . STAINLESS STEEL f Q _ ssssss GRADE 2 BRAILLE _ I f ��' 2 "' 7' - 6 1 /2" cn 00 Z f �� r c*� KEY PLAN NOTES: , 1) REFER TO TYPE "C" SIGN FOR SIMILAR INFORMATION. ENLARGED RESIDENTIAL AMENITY PLAN - SOUTH INERIOR SIGN -TACTICLE TYPED 1 114" 1'-0" I 11=11-0" 20 � I 10 N '°' i r 1/2" 3 1' - 4 3/4" 10" ' MECHANICAL M2 162 I , sssssssss ss STAINLESS TAMPER %l - RESISTANT COUNTERSUNK o SCREWS, TYP. (DRYWALL) CV N FF 3/4" HIGH FONT ARIAL AT 135% I 10 - 1 8 - 9 1/2 01 NOTES: LINE SPACING 1) TYPE "F" SIGN TO BE MOUNTED LINE 1: ROOM NAME WITH VHB TAPE. LINE 2: ROOM NUMBER o 2} ROOM NAME TO BE SELECTEDT COLOR B OWNER COORDINATED WITH THE ROOM SCHEDULE. STAINLESS STEEL -' PROJECT NUMBER 3) BEVELED EDGES, TYP. GRADE 2 BRAILLE °O 4) LETTERING MUST BE INTEGRAL TO PANEL (NO APPLIED COPY) I I 18305 INTERIOR SIGN -TACTICLE TYPE F 6 „ - , I ISSUED FOR: 3 - 1 -0 DATE: Q - I I BUILDING PERMIT INTAKE 12.18.18 o� BUILDING PERMIT INTAKE 2 02.07.19 k BP CORRECTION #1 1 05.22.19 6' - 311 20 I I I oe BP CORRECTION #2 2 08.01.19 I —I - 1 1 BP CORRECTION #3 3 11.14.19 CV r i 1 /2" ti J MAXIMUMI - _ OCCUP cy � 3'-9" 2'-4" 3'-11" 12'-4" 12'-811 oo z `Y' 50 STAINLESS TAMPER RESISTANT COUNTERSUNK sssssssss ss SCREWS, TYP. (DRYWALL) H G F E D APPROVAL BY: 3/4" HIGH FONT ARIAL AT 135% LINE SPACING DRAWN BY: LB MA AZ AW NOTES: , '} LINE 1: ROOM NAME 2 ENLARGED RESIDENTIAL AMENITY PLAN -NORTH 'I) TYPE F SIGN TO BE MOUNT 114 -- 1 -O CHECKED BY: LB WITH VHB TAPE. LINE 2: ROOM NUMBER 2} ROOM NAME TO BE CONTRAST COLOR COORDINATED WITH THE ROOM SELECTED BY OWNER SHEET CONTENTS SCHEDULE. STAINLESS STEEL 3) BEVELED EDGES, TYP. GRADE 2 BRAILLE 4) LETTERING MUST BE INTEGRAL TO PANEL (NO APPLIED COPY) ENLARGED COMMON AREA PLANS 7 MAX OCCUPANCY SIGN - TACTICLE TYPE 2G F--, - � R -- 311 1 i_OT! -- r. SHEET NUMBER Q N CD N za w� LU re z_ z r z 15 a Lin r Q z � U LJ / O N LIJ U r LU T. Q� E O (U ui W r%-. CO U)Q �LO o Lj� CEO '— w � 3: a l- I- LO Ln o a) co Ca 0 NCI) IN IN 4 >" w U O U �" J U U U o _ W o Q Q � m m v m z z (D z m m m � LU ❑ p LL w 0 w ❑ LL' �o W W 3 U o W w< °�° LU m U z a W ❑ 1 d 0 WW _ °0 © a w c? w o Oz0 n W LL 0 z ❑ m © U U� U� w z U m m W Jw J J J J w w w.� J z z z z d 2 9 9 9 W �Q.. w c¢i. LLJ z z z z z z cr) Q J < W 2� W W 2 W 2 J H U z Q❑ z_ h" O w 1- w w w W W Fw- W — U) cn ? m m m m M w° w u- o o L U U CO m _o W 17< z Y N C �] z ❑ r- W W LL LL. LUL LL. W m cU C.) U U) ..J J W O 0 m w 000 cri w 0 o� F� z� � J 0 ©o z C] <w Qw wU) Q W d F� o= w0< z(-� w O BOO 0� �M� W U) z¢o O� v r I (� j (] I I r I too - io Y 110 - to L 110 - io V too - to � 110 - I � 119 - � V Y as; - � Y Y ot)O Quo wzw Jww # W o O 1-- W iT. l r /ice U O w # , w I-- LA ! I Ii,G G- ,ZL I I I . --- C 1 !;.t } 1.}.. I Y}r i-full{={1; 71 !'j r:: to 'i:5�..1t-�:'_ i l.� }_ I.l1if. l.i.:. ,.! l :I �'T,• - iI� . l.1. I— U) : I r I;- l I : - .. 0 r _ ...... i {' f i r ai l 1 I M III'r00 I _ j i-; I, elf - 1 �; Q in Ir Fillr l+ill t# W F-- CU I uj W --_, I- W.:. -- 1. ll til l i I E _'1,:+. ,ht r r•. ..Ill .. I C w I 3 1777, IJ lrllri'{ '{)?I�iII{, -{i?' W :lLl.}r lt�li 'I:i II rl I I I-I-I.t Ir' i! I ! ri II lfl •''�I II I;•I �r Irf ff ll'',r J I i•f� !1.I'll?, fffi: r l 'i''I{,I i?i i ' II 1 ii 'I ;lr,l r lii?ir;l�,ii lrrlEkiil II 4 I I { z , : , �. I.1: ' i; 11'. I I. III-l'. lil lif _ .! ill Tf j ! w ' 1 .W II{ i, ll;l i' M III,. II 11 .. .:� O l :W �filI�l'i ;,li'lll ' `;I7Iji i II'i###ir([ lElji; d m k llli`k {`Illf f; 1il+ll tl' ; �,Sl 'i l .l#� l} V i•ir I;IF. Q _ I` ��hl!I'i' U) I _ l EI �11 I i I t III f j i!' Ii }I!! !# ,'tlrII illl II t:r W n � I I' � Illl I i1�f J I t I f' rYs-1i l r { '.. , r �1 af � II r j ' ! { \iLU � I , i Ilr'; t a �• �rili � p 1 i 'n ,! I ,I t`flr ll.}, ;i'. I;a.{ #},:+; I}...If, Im I .i , 1 li I'!�i [i I i i ' I 1 i r: I, i I {1 . `r III I I 77I{ I; { i. I i,! rl I 1 r 1{ -rl:.I jjrlt 1 ,. III I f I Ikl - ifi I1I 'il it ,I ' 'Hl ' j 'Ill: (I' � z it ittl ililkll i` !ll I �Ilt-1'I �Irtl �..}',liri.l 'I II llflll 11 illll J r.. i1` _{+ rl E! TI #i ♦-: ' � jiylt�i � I i�i1 i11I1! rir�-ll.•JFV, 1 I I �.:.� iiril� lllrf} I I I l iQt , JJE li;'!'' U ! W { { i W'mtllrli' 11 EJ' \(CjJ i`!I '-III--:�{r'I I# li W f-I!$1`f,}F�irl�t 'IIII ♦� W :z � ills `f Ih St f t} l I I /�/ �yOry� II, II !.�-t-; r } y r 1'.1LL L-�..1 it fl l`i { I'lll',....I,I; - i, .l " 1141i't 11 111 :rlll II -' 1' hi }Il ilrll 'i I;ilil I II .! ,c �.! ,: 11 1-I 111 I'f, r l.l�! rl'i! F� ' 'I r ! I t I z F'I fly ;I; ['I it f 11C) `` {IIit 1 Illj}I'';t` , III } I I 4 --: a I f , r- a 1 it -I I� IIIII Ir III •�, -.. - __ --. ..._..., ... _... ..-. I m 11 I EJIIIII f ..I,,. , li'irtllt ,tfll'f,l,i t#I,klrl rr;� W }y'lLtl, t l4 111 }ltlj 'ILi'irlf I#;I'fl (-] m Q z 'I� { '; II � •� I t r I, I it r O illil f •]I{. lQ-I O 1rliVi rI, If�}m �I, tJjtt Illli'I�. 1 : W I. �U/ ' .� LL 1 ; 1� O } „i U m I11�1LiI !ll, II} it,r I Il{li_t7{I+!t� l ll{f IIIII 1''1It1' �Il# fl:fr! Ikfl W 141 i i. - Ifil Ili' I }' I -r III '', I Illti lr .Ij `Ill}I I 7'll ,'I rr 'li I r,l I ll 'IIII l ` '. ` � • I iF 11 I II l II II I I '.,.I. 1 ill i'''+ ] li l- }} I' t I l f!r!t'#�i.r�:. „ ,IIr!;• I.rr 1•-; -.I ,I,•I II lif'' 1, co - ,li:! f Ir;� _t !ill Ilff .IIII .r�il,rlrrl,�ili Sri i, L.... w 0 I r r� 0y�1 W y4,rt},{{{{1 ! I .. L. : I 1'I' - i � � � _'J1i�i11lilihli�l �1' ;i`i'il' ..,il{.LI?I• .;i,llli., I'!l�l,l _ - - ! .. _•-. -- .. .-... .. ...i i i I .E r I, ,-il i. f-i •. !,.li I :, !.}'ll l9'1 il.. .It'I:r {..1. j!{: / .' . .. - I 0...._li'' I- J'I iI•!.I 1!!lr'Ila'I{! ?! I I IIII' i lllii it 1 -iillj :1.1.'#1'! lil•:I llal! it J lrl tl lit Il 'f '! •I r�r, Il 11'?It', il, II: Irj :! J t ' .. ... ._.. 1LL,,i r }i I..:. { } I. II;'7. ,N},t, li hull 1, li• 1;!{ ' lu}I '{1 }-I } I" hIt! i'cl jII i r r II ; i -!# I A+J ,I•,!I Ili llrl,l F.—t1 1}i-il-I rr+t{F1I; �• ;rjt `lE � ,t#; J r }r! ►1�I I jj j11 1�1,� F.rf{,t , tI - Ili.: i.l # },: i!e - z a w Y v'7srra I' �1 `5 f 1 1 / coo pILIL r L l z lL.L 0 { w b W ii tl i CO _� W CO o aF) N co 'I� J, O m O CO CO z ,r-I- U n 0 w EL 00 04) d? CF) CD U) IBC r r-- r r U) IF IF 00 PI N r 4 w w t- C) N C)r Q z u, Q N N LC) 00 r N w C) C7 C)r C) r Q z z N r N ICY) O n C II � Y m m � � Iz w QQ w 00 = F- w E- / -- ,1._. U)z z N M ?- �- _ 0. i ooa .. Y I-�i''1 � — — U F-- I— N p w 6� ;1 it y � w w U U U °° = W--��-J� 0 w w w UT") 1 LL ❑ z��a��'' _.. — 0 LU C) ❑ O O O 'a ❑ ..-i �_ U U- U) m In m m m Q ri � cw � r � j M C) z 0 F- w w Z 0 z z 0 J w W 0 z CD r M• 0 r CO co Ld Q � ? w n CD :0 z O o CL WO � ~z C45 oQ la. cn w O © z U) W O d CL © CL .,_j ❑ Q zU W U U) U) z ❑ 0 w W z z C) CL U) , II XE XCQ n EAST ELEVATION 3/32" = V-0" NORTH EAST ELEVATION 3/32" = 1'-0" XC F 5 A400 1 lll�� A400 XCN ' B A TYP. CB 2 1 A400 A401 XC M XB ' XA XC L, XC K ------ 405.21' NORTH ELEVATION 3/32" = 1'-0" XCJ 2 A401 3 XC u A401 � /l I EXTERIOR FINISH MATERIAL LEGEND LEGEND MATERIAL NAME PAINT NAME COLOR FC-1 FIBER CEMENT PANEL - SHIPLAP GREY GREY FC-2 FIBER CEMENT PANEL - SMOOTH INCREDIBLE WHITE WHITE FC-3 FIBER CEMENT PANEL - SMOOTH DISTANCE BLUE FC-4 FIBER CEMENT PANEL - SMOOTH BLACK OF NIGHT BLACK LEGEND MATERIAL NAME DESCRIPTION COLOR C-1 CONCRETE CONCRETE BOARD FORM 6" ROUGH SAWN FORM LINER BLACK C-2 CONCRETE WOOD STYLE PLANK SIDING SMOOTH CONCRETE N/A NICHIHA - VINTAGE WOOD WD CEDAR MS-1 BRAKE METAL COOL/ MATTE BLACK BLACK ST STORFRONT BLACK BLACK M-1 PERFORATED METAL BLACK BLACK �(�� (�� (�� (�� (�� (� /�� * COLORS IN ELEVATIONS DO NOT REPRESENT EXACT MATERIAL AND/OR PAINT COLORS. DUE TO THE XCG XC F XC E XC D XCC XC B XCA RENDERING'S LIGHT MFR WEBSI E FOR A CILOSER COLOR MATCH. ARE SKEWED FOR LEGIBILITY; PLEASE SEE COLOR LEGEND & 1 A300 Level Roof 482' - 9" Level R5 472' - 9" Level R4 L , 462' -- 9" Level R 452' - 9" Levell R 442' - 9" Level R1 � 432' -- 9" Level P 421' - 3" AVG GRADE Level P1 � 409' - 10 3/32" �! Level Roof 482'-9" Level R5 � 4722' - 9" 1 Stu dOMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com © 2020 STUDIO MENG STRAZZARA Goodman Real Estate TITLE HWY 99 EDMONDS 23400 HWY 99 EDMONDS, WA, 98026 STAMP KEY PLAN Level R4 PROJECT NUMBER 462' - 9" 18305 Level R3 ISSUED FOR: DATE: 452' - 9" BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 Level R2 442' - 9" BP CORRECTION #1 1 BP CORRECTION #2 2 05.22.19 BP CORRECTION #3/3\ _08.01.19 11.14.19 Level R1 � 4322' - 9" 1 2 HR FIREWALL CORR. 4 CONSTRUCTION SET 02.03.20 02.18.20 BP REVISION 08.12.20 Level P2 421'-3" AVG GRADE PLANE n 417' - 9 1 /4" Level P1 409' - 10 3/32" APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS EXTERIOR ELEVATIONS SEE CIVIL DWGS FOR P1 & P2 GRADING & DRAINAGE PLANS. SEE LANDSCAPE DWGS FOR SITE & PODIUM DECK LANDSCAPE PLANS, DETAIL & NOTES. SHEET NUMBER WO co W N c/3 0 m m D O .z Go 0 C m m r m — 0 z �m m z zm zm o [— �} m yZ TD m� � 0> �m zD 0 ©O MC/) >m 0 S?O Q° W N Z -; m -© o G) C 9° � o D m z n > G) m E - - - __r .. i - a - � - --'ate-•e-��- -_ _� �_�� rn 0o 0 _a s sp -77P l `iij c i.• IL, m X m C/) X _ ammompo 0 m z0 C/) 0 z m z Cl) V � D� T� C) 0 m 0 z w ou C� O �0 m 0 z N i C) 0 �7 m 0 z Oo Cn o N)S �S �L L.L o (D cD C C cn 00 m � � m .� �0 m m •• — — m m N 000 m � L. x cD co ." OD W O CA yy� h��Yay I�E.I m z W iW (n m �r m o< 0 z rn 01) � O I� Ir... Ir Ir Ir Ir Im CC �� NC WC 'pC �C OC �C OoCD W (D 0�� s� N CD N CD N m � C N CD N;a W'u _ Z❑ W 0, Cfl 0 CU (Q 00 =m m _N N W _-p Cn rn 0 CL U) s� cn o m m cn =�zz M M m n 70 m Mz> ©`"o 0 '= z >�o oz� M p O >m � p � Warn R n z 4r-rn _ O m rn y cn m my mr on O Xo mD �z o r— m �o mm m m m n a� �, �, �, �, �, _ -•-� - U) , m r� n c� c� m C z -ice c� N z m v v � v m C� C7 C7 � -n -n -n -n � —Cn-1 0 00 C Z z n m m m m v z M 0 O� X� X m m= o nm n n m n m 0 ma T rn m r r D z z z z z .z > a M m m > > m n y z z z z r r �m.. rm- r r r m oo o zC/) cn oo 0 w D z G)� Z O m X n n O m n cz r ( 0 --'I > m z rn I =w n a z Cm7 z D '� n D -rn-i m O m m > O m m C? z m m Z z° z G) ama G D rn O ; =-I m �D m o m m r- 0 OO z� o rn Xcy) av ov m � z z oa v w � � O n n 0r7 _Zy� A n 0 C m -� r m m r �° 0 m 0 r 00 Co Ci) CF) v 0 cn Cn y � m �., 0 W m °� �� D� cn vow Cm o CD> z Cfl co Nm co c m 0 0 V 1 EO _ Zz 0n m z Z z A Gl M m C!) 3 m z > G) N N D �7 D EXTERI( SCONCI RETAIN I A B C D I E F I J K L M I CA CB CC CD CE CIF CG CH CJ CK 3 As00 WEST ELEVATION 3/32" = V-0" '1 2 (3 4 5 (6 (7 8 (9 '10 11 12 13 14 15 16 I =wj I I � 7 -7- ' - ' - v '" I I I I � 3 2 A300 X1 I XC3 �� I L EXTERIOR FINISH MATERIAL LEGEND LEGEND MATERIAL NAME PAINT NAME COLOR FC-1 FIBER CEMENT PANEL - SHIPLAP GREY GREY FC-2 FIBER CEMENT PANEL - SMOOTH INCREDIBLE WHITE WHITE FC-3 FIBER CEMENT PANEL - SMOOTH DISTANCE BLUE FC-4 FIBER CEMENT PANEL - SMOOTH BLACK OF NIGHT BLACK LEGEND MATERIAL NAME DESCRIPTION COLOR C-1 CONCRETE CONCRETE BOARD FORM 6" ROUGH SAWN FORM LINER BLACK C-2 CONCRETE SMOOTH CONCRETE N/A WD WOOD STYLE PLANK SIDING NICHIHA - VINTAGE WOOD CEDAR MS-1 BRAKE METAL COOL/ MATTE BLACK BLACK ST' STORFRONT BLACK BLACK M-1 PERFORATED METAL BLACK BLACK Stu dOMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com * COLORS IN ELEVATIONS DO NOT REPRESENT EXACT MATERIAL AND/OR PAINT COLORS. DUE TO THE RENDERING'S D SHADOWS, COLORS ARE SKEWED FOR LEGIBILITY; PLEASE SEE COLOR LEGEND & © 2020 STUDIO MENG STRAZZARA MFR WEBSITE LOSER COLOR MATCH. Level Roof 482' - 9" Level R5 472' - 9" V Level R4 462' - 9" Level R3 452' - 9" Level R2 442' - 9" FACE MOUNT GUARDRAIL TO INSIDE F.O. CONC. CURB Level R1 432' - 9" Level P2 421' - 3" AVG GRADE PLANE 417'-91/4" _ _Level P1 AL 409' - 10 3/32" Level Roof 01C 482' - 99" Level R5 � 472' - 99" Level R4 � 462' - 9" V Level R3 � 452' - 9" Level R2 � 442' - 9" Level R1 � 432' - 9" Level P2 � 421' - 3" AVG GRADE PLANE 417'-91/4" Level P1 409' - 10 3/32" O Goodman Real Estate TITLE HWY 99 EDMONDS 23400 HWY 99 EDMONDS, WA, 98026 STAMP KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 2 BP CORRECTION #3� _08.01.19 11.14.19 2 HR FIREWALL CORR. 4 02.03.20 CONSTRUCTION SET 02.18.20 BP REVISION 08.12.20 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS EXTERIOR ELEVATIONS SOUTH ELEVATION 3/32" = V-0" SOUTH WEST ELEVATION 3/32" = V-0" NOTE: SEE CIVIL DWGS FOR P1 & P2 GRADING & DRAINAGE PLANS. SEE LANDSCAPE DWGS FOR SITE & PODIUM DECK LANDSCAPE PLANS, DETAIL & NOTES. SHEET NUMBER RESIDENTIAL SOUTH WEST ELEVATI O 3/3211 = 1 1.011 FC-3 FC-3 RESIDENTIAL NORTH WEST ELEVATION O O LID J w w J W LL -O° c�CL ��CRI�' �� RESIDENTIAL EAST ELEVATION 313211= 1 1_011 RESIDENTIAL NORTH ELEVATION C13 a ° a'b :a q Q - ° - •4 a - -a J C1 FC-3 MS-1 FCB-1 IC1 EXTERIOR FINISH MATERIAL LEGEND LEGEND MATERIAL NAME PAINT NAME COLOR FC-1 FIBER CEMENT PANEL GREY GREY FC-2 FIBER CEMENT PANEL INCREDIBLE WHITE WHITE FC-3 FIBER CEMENT PANEL DISTANCE BLUE FC-4 FIBER CEMENT PANEL BLACK OF NIGHT BLACK LEGEND MATERIAL NAME DESCRIPTION COLOR B-1 BRICK COAL CREEK BLACK C-1 CONCRETE CONCRETE BOARD FORM 6" ROUGH SAWN FORM LINER NIA C-2 CONCRETE SMOOTH CONCRETE NIA CMU CMU BRICK STACKED BOND GREY WD WOOD SIDING NICHIHA — VINTAGE WOOD NATURAL MS-1 METAL SIDING COOL J MATTE BLACK BLACK ST STORFRONT BLACK BLACK M-1 PERFORATED METAL BLACK BLACK * COLORS IN ELEVATIONS DO NOT REPRESENT EXACT MATERIAL AND/OR PAINT COLORS. DUE TO THE RENDERING'S LIGHT AND SHADOWS, COLORS ARE SKEWED FOR LEGIBILITY; PLEASE SEE COLOR LEGEND FOR A CLOSER COLOR MATCH. I 6t 0 0 r 0 0 Level R1 4321. 9" 111,17 _ Level R5 ` 472.9 _ J w Level R4 ` J 462' � 911 CO ui 1 Q _ o Level R3 ` 0 4521 _ 911 NOTE: SEE CIVIL DWGS FOR P1 & P2 GRADING & DRAINAGE PLANS. SEE LANDSCAPE DWGS FOR SITE & PODIUM DECK LANDSCAPE PLANS, DETAIL & NOTES. Stud'C'MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 0.1 C3.1 TITLE STAMP KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 j 05.22.19 BP CORRECTION #2 /2\ 08.01.19 BP CORRECTION #3 /3\ 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS EXTERIOR ELEVATIONS I ' Iy L'A •-r Oa�' y `fF SHEET NUMBER 313211 = 11_011 313211 = 1 1_011 XC81XC7nX3XCE XC5 (xi), XC4 0 0 0 0 0 0 o LID 0 0 0 0 RESIDENTIAL SOUTH WEST ELEVATION 3/32" = V-0" YCYB> (YA A- -i w w J w 0 0 � Q 0 0 � LL 0 0 — 0 0 0 0 0 (CR) CQ i CP i �CN� (CM , (CL i CK i i CJ i CH �CG i RESIDENTIAL EAST ELEVATION 3/32I = 1'-0" EXTERIOR FINISH MATERIAL LEGEND LEGEND MATERIAL NAME PAINT NAME COLOR FC-1 FIBER CEMENT PANEL - SHIPLAP GREY GREY FC-2 FIBER CEMENT PANEL - SMOOTH INCREDIBLE WHITE WHITE FC-3 FIBER CEMENT PANEL - SMOOTH DISTANCE BLUE FC-4 FIBER CEMENT PANEL - SMOOTH BLACK OF NIGHT BLACK LEGEND MATERIAL NAME DESCRIPTION COLOR C-1 CONCRETE CONCRETE BOARD FORM 6" ROUGH SAWN FORM LINER BLACK C-2 CONCRETE SMOOTH CONCRETE N/A WD WOOD STYLE PLANK SIDING NICHIHA - VINTAGE WOOD CEDAR MS-1 BRAKE METAL COOL/ MATTE BLACK BLACK ST STORFRONT BLACK BLACK M-1 PERFORATED METAL BLACK BLACK Stu dOMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com * COLORS IN ELEVATIONS DO NOT REPRESENT EXACT MATERIAL AND/OR PAINT COLORS. DUE TO THE RENDERING'S LIGHT AND SHADOWS, COLORS ARE SKEWED FOR LEGIBILITY; PLEASE SEE COLOR LEGEND & © 2020 STUDIO MENG STRAZZARA MFR WEBSITE FOR A CLOSER COLOR MATCH. F 0 0 0 0 0 0 o 0 0 0 0 7 8 9 10 11 C9 12 13 14� 15 16 CC8) C 101 I C 1t C 12 iC 13 C 14 iC 15i 0 0 LO Level Roo 482' - 9" Level t 5 472' - 9 w Level R4 � ui 462' - 9 w a o Level � � 452' - 99. " V Level R2 442' - 9" Level R1 � 432' - 91 Level Roof 482' - 9" Level R5 � 472' - 9" V Level R4 w J — 46 2' - 9" w LL o Level R� � _ 452' - 9" Level R 442' - 9" Level � � 432' - 9" \-! Goodman Real Estate TITLE HWY 99 EDMONDS 23400 HWY 99 EDMONDS, WA, 98026 STAMP KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 2 BP CORRECTION #3/3 _08.01.19 11.14.19 2 HR FIREWALL CORR. a 02.03.20 CONSTRUCTION SET 02.18.20 BP REVISION 08.12.20 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS EXTERIOR ELEVATIONS RESIDENTIAL NORTH WEST ELEVATION 3/32" = 1'-0" RESIDENTIAL NORTH ELEVATION 3/32" = 1'-0" NOTE: SEE CIVIL DWGS FOR P1 & P2 GRADING & DRAINAGE PLANS. SEE LANDSCAPE DWGS FOR SITE & PODIUM DECK LANDSCAPE PLANS, DETAIL & NOTES. SHEET NUMBER A202 NOTE: SEE SHEETS G003, G004, G010, G011 FOR FIRE RATINGS AT VARIOUS ASSEMBLIES AND BUILDING CONDITIONS stud' 1 CMENG 3 A301 R 42" FACE MOUNTED ON CURB GUARD RAIL t CV E r LONGITUDINAL SECTION 3132" = 11.0" Q P N M L K I F E D A301 P CN (C M) CL '� C K ,cj� I` CH Cc) i CF `, CE CD i �i1 i I c 6'I� 3ilA Level Roof 4821.911 STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 TITLE STAMP KEY PLAN 3ilA Level Roof 4821.911 STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 TITLE STAMP KEY PLAN ! I n36 I.LNPJIM '. 6� �PI� m V 6LZ� I I � � � H i �i 601 III __�. 1,45il l`N"' I��__. 62 '.-'. lII� <36ll �I 603 I � i;.�� L C o i C ID 1-156 IT 67711111 1 iKnT Qol cn °� I IIII 50 -II II II <i1 1 �� I II 113 I o I o 0% 1 1 1 /1 T. r\ r /1 rm% r% A T 1- v1w5utu rum UHIt: —�i t., UNIT B'I DOG PARK AREA TO BE CURBED AND ISOLATED NIT D1;i ID U I UNIT B1 l . 36 0° 42, FROM SURROUNDING D CK WI SEPARATE DRAIN �2 ��' " 5 36 BUILDING PERMIT INTAKE 2 02.07.19 36 427 �i� 401 00 4 403 c tr ! BE404t- --� I I P�ANTERS PER LANDSCAPE —� i! , �,,, _ BP CORRECTION #1 71\ 05.22.19 I i CURB WALLS PER LANDSCAPE & OVERFLOW TO SANITARY SEWER �� I I 'i i f; V - kki i. f f .{ 1 � 1 ; r i f � �I.Inw'�� r i i d r rl i i rl 1 I ! 33 34� 11 �•rK .. I - ! j i � E �� I ? 3 i irr - I I 4 I B I .: I � i r I�. - - i i 11 _ i _ I . - 1 , I i'. •i`„ i �I I f f li I II I I I I it III ;I II Ir I I I I. I I I I '-' I III /'/I�/�fi /,�'/�1/��I'/C/�/f'l�`,I/I!/I'/I�/�I III I I' �I I I I I I I it �I I I I I I III I I I'I I I A 4 7 99 GARAGE & DECK LEVEL SECTION 3132" = 1 '-0" SHEET NUMBER FOR FIRE RATINGS AT VARIOUS ASSEMBLIES ILDING CONDITION stud* 1 CMENG A300 / �I ��6 I Q) 2 C3 �C41 (C6 C7 CB�i �I TRASH CHUTE & STAIR B SECTION 31321' = 11-011 1121 9) �C10!�C11i �C121 �C 13i �15 16 ) 14) �,C15i i Level Roof 4821.911 Level R5 4721.911 _ Level R4 Z) 4621.911 z 0 c� _ Level R3 452'-9" Level R2 4421.911 Level R 1 4321.911 z Level P2 21' _ 311 U Lobby 2 z 4191.911 191_911 AVG GRADE PLANE 417' - 9 114" Level P 1 409'-103132" B.O. Stair 405' - 3 19132" ELEVATOR SECTION 313211 = 11-0" 0 0 LO 0 Level R4 Z) 462'-9" U) z 0 Level R3 452' - 9" ■ z 0 U _c Level P2 0 421' - 3" U Q w Level P1 it ■ 4,9--10 ' STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY EDMONDS, WA, 6181 1 }REGISTERED �. AR T STATE OF MASH I N GTON TITLE STAMP KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 /1\ 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 3 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ,_A_W CHECKED BY: LB SHEET CONTENTS BUILDING SECTIONS 71� ram✓ 4/ 1 ti J V 19 L.4.J 6 WT SHEET NUMBER ELEVATOR NOTES ` ' WALL LEGEND - FIRE RATED CONSTRUCTION _ = 1. PLUMBING & MECHANICAL SYSTEMS SHALL NOT BE LOCATED IN AN ELEVATOR HOISTWAY ENCLOSURE. EXCEPTION: 3HR RATED NON-COMBUSTIBLE FLOOR DRAINS, SUMPS AND SUMP PUMPS SHALL BE PERMITTED AT THE BASE OF THE HOISTWAY ENCLOSURE PROVIDED THEY ARE INDIRECTLY CONNECTED TO THE PLUMBING SYSTEM. IBC 3002.9 t' 1�1 >Illli' �I' III!IIIII 111III1 2HR RATED COMBUSTIBLE 2. AN APPROVED MEANS OF ACCESS SHALL BE PROVIDED TO ELEVATOR MACHINE ROOM CONTROL ROOM CONTROL stud'OMENG SPACE & MACHINERY SPACES, IBC 3005.1. R 1 HR RATED COMBUSTIBLE 3. AN APPROVED METHOD TO PREVENT WATER FROM INFILTRATING INTO THE HOISTWAY ENCLOSURE FROM THE STRAZZARA 4 � �- ` OPERATION OF THE AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED, IBC 2015 3007.33 3002.9 ARCHITECTURE -- NON -RATED COMBUSTIBLE 4. ELEVATOR MACHINE ROOMS, MACHINERY SPACES, & CONTROL ROOM SHALL BE PROVIDED WITH & INDEPENDENT PLANNING CONSULTING `= VENTILATION OR AIR-CONDITIONING SYSTEM, IBC 3005.2. 5. SECONDARY POWER SOURCE REQUIREMENTS FOR ELEVATOR PER MECHANICAL & ELECTRICAL DRAWING CONCRETE 2X STUD HEADER PER SEPARATE PERMIT -' PER STRUCT. 6. PER IBC 1009 ACCESSIBLE MEANS OF EGRESS, 1009.2.1, ELEVATOR REQUIRED IN BUILDING WHERE A REQUIRED 2001 WESTERN AVE SUITE 200 ACCESSIBLE FLOOR IS 4 OR MORE STORIES ABOVE OR BELOW A LEVEL OF EXIT DISCHARGE, AT LEAST 1 REQUIRED Seattle, WA USA 98121 "r ACCESSIBLE MEANS OF EGRESS SHALL BE AN ELEVATOR COMPLYING WITH SECTION 1009.4 T- 7. ELEVATOR CONTROL MUST MEET REQUIREMENT PER 2015 IBC 3005.2 206 587 3797 tel -' '' 8. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED IN EACH OCCUPANT ELEVATOR LANDING, SYSTEM SHALL 206 587 0588 BE DESIGNED & INSTALLED IN ACCORDANCE WITH IBC 1009.8.1 & 1009.8.2. 9. ASME 2.27.1.1.5 PROVIDE AN EMERGENCY POWER SUPPLY FOR THE DEVICES REQUIRED BY 2.27.1 THE SUPPLY SHALL www.studioms.com ELEVATOR HEADER BE CAPABLE OF OPERATING THE AUDIBLE DEVICE FOR AT LEAST ONE HOUR & THE MEANS OF A TWO-WAY t . -' - CONVERSATION FOR AT LEAST FOUR HOURS. 10. ALL ELEVATORS SHALL BE EQUIPPED TO OPERATE WITH A STANDARDIZED FIRE SERVICE ELEVATOR KEY IN ACCORDANCE WITH THE IFC, IBC 3003.39 2X STUD HEADER 5 A310 11. COMPLY WITH ALL APPLICABLE CODES, INCLUDING BUT NOT LIMITED TO, "SECTION 407 - ELEVATORS" OF ANSI ICC A117.1-2009. A SEPARATE PERMIT IS REQUIRED FOR EACH ELEVATOR & INSTALLATION IS TO BE PERFORMED BY A 6 WASHINGTON STATE LICENSED ELEVATOR CONTRACTOR. 11 ELEVATOR HEAD DETAIL CR R CS 7 C7 C6 6 5 491.75' C4 4 C3 12. ELEVATOR PRESSURIZATION REQUIREMENTS PER MECHANICAL & ELECTRICAL DRAWINGS - PER SEPARATE PERMIT A310 31r _ 11_On SLOPE 11411I I � 4f�01f I I ! J 9 6 4 4 6 �_---- " A311 A310 9" 15' - 1 112" 2 ' - 2 112" HOIST BEAM 137 I I I ,� PER ELEV MFR. I I 37 0 0 & STRUCT - i = _, CR[V O 0 - _ I F.O. F. ELEVATOR DOOR SILL - w C WI37I I I I 37 r- _ n_ I 37 f _F z I ELEVATOR / I `nr .R Level Roof Level l Roof / 0 OVERRUN 0 , _ , ... ai .. :..... ..... _... ....... .911 w _ - _ . _ _ _ 482 t4LLL • fl " IF I w o - 4 X4 X318 SILL ANGLE 5 `, 5 , FULL WIDTH OF SHAFT -- -- --- ! I (� i I A310 A310l I F.O.F. 1 : r CS EL V; OLEVE I CORRIDOR UNIT D C B /CAB CORRIDOR I 1`'f •• 7 . ,e` d. 700 740 1 700 SHAFT PER i iy n7f Y / Z BEAM PER STRUCT. I I M ECH 4 ELEVATOR ROOF PLAN _ I 36 I I I 1/4 _ 1 r-Orl 8 Y ,• 36 35 A804 I 6 Goodman Real Estate • SEE PLAN FORA310 WALL TYPE _ _ Level R5 r 1r i rl —----- 472-9 472-9 4 6 TITLE I 4 C6 - i 518 9" 5i 1 112" 2' - 2 112' I i io I iI i IL fi l E L V. LEV. J CD 0 CORRIDOR I I UNIT D I C B I CAB CORRIDOR ' I I i F.O. F. CR Lj *�3 LEVATOR SILL WOOD FRAMING 600 601 1 i 60011 1_011 I - - - 6 4 - - --- - E Mrj Lj 17'-4�\. ; N I 36 / - I; 36 I I 1 I 35 c �4 6 = 'CLR HOISTWAY �7 . ` 4 , 23400 HWY 99 _I I � c� i EDMONDS, WA, 98026 _ _ I Level R4 Level R4 462 9 I 46 — 2 9 \ 5 STAMP U S 5 i , N 5 WALL TYPE PER PLANS I / A310 �' A310 1 FOR WALL ASSEMBLIES, , 6181 REGISTERED SEE G010 �\ - I - CS _ ARC T 4 EL V ELEV. I I CORRIDOR UNIT D C B! CAB CORRIDOR 4 500 CD r 501 1 500 4 SHAFT PER 1 112" RIGID INSULATION I I I I MECH LES S AZ : 12 STATE OF WASHINGTON CORRIDOR I 36 I `' 36 I A314 300 _ 518" DRYWALL 35 SIM 1 I - 9i _ A ._, _ I I o , o, � � - Level R3 I I Level R3 DIRECTIONAL SIGNAGE TO ELEVATOR KEY PLAN --- — _ — — — 1 n A31 3 w _ _ .:. } _ . DINGCOMM.1 >: I LAN &EMERGENCY CO SIGN - _ 452 9 I r 452 9 �; CV f (: _ . , .: :..� &TWO WAY COMM SYSTEM J = 2X METAL HEADER PER - . ELEVATOR PLAN - LEVEL R1-R5 s STRUCT. DWGS. I I I i I I I i 3 1.-- f I co f EL V� ILLEV. CORRIDOR i D I G 6 _ OR UNIT C B CAB CORRIDOR C3 C4 A310 C6 r ELEVATOR HEADER 400 401 1 400 -4" 17'-411 TYP. I SIM. L- - Sim (72 2 �� a o 10 36 35 II "! A314 I A314 Q' 0 o 2X METAL HEADER i A310 Q- = - ° a•- 44 ' 4• Level R2 Level R2 4 - — _ _ — — — a F.O. CONC. CR 442 9 442 9 1 I _ / - ELEVATOR HEADER AT LEVEL P1 & P2117 4 1 I A. ' 31! _ 1 l.011 I 1 — I I I I I / I CLR HOISTWAY , o EL V LEV, o � i � \� - + •� r I CORRIDOR UNIT D C B CAB CORRIDOR ° 300 301 1 300 5 _ _ • ,, _ 1 _ - = — _ _ 5 I - n.. a A310 A310 °• - / � r . • _ i 13 TYP. I 4 °\ ,� F.o.F. . WALL TYPE PER PLANS — FOR WALL ASSEMBLIES,31 A80 I 1 31 'I 31 A314 d . = SEE G010 I I PROJECT NUMBER I _° a 3 f LOBBY /LEASING _ I .• 1 ELEVATOR HEADER Level R1 i I I I I Level R1 a a - a 1 11 q. ss ia' 1 11 r: d - ,d .1 a - 4 A39 3 w d" a 5 a. .. 83Q 1. _ a: a 4 432 9 432 9 - d - e 4 }j{ 4<.1 1. - - o - 201 2X METAL HEADER PER I I STRUCT. DWGS. !Fr€ji I I ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 4 BUILDING PERMIT INTAKE 2 02.07.19 1 112" RIGID INSULATION � � DIRECTIONAL SIGNAGE TO ELEVATOR Y I LOBBY /LEASING a° E EL L ' ` PARKING LEVEL- LANDING &EMERGENCY COMM. SIGN & BP CORRECTION #1 1 05.22.19 518" DRYWALL b. TWO WAY COMM. SYSTEM LOBBY /LEASING P2 4 BP CORRECTION #2 2 08.01.19 • 2X METAL HEADER 4 I P2 201 4 1 200 BP CORRECTION #3 /3\ 11.14.19 201 -_° ELEVATOR PLAN - LEVEL P2 c 1! .... 1 !1 _... 1/4 —1-0 ELEVATOR JAMB AT LEVEL P1 & P2 I I I 34 I ,' I Q 34 ` 3n _ 1 r_01!(�6 Level P2 - _ Level P2 C r — TI 4 } — 11 C3 Y 4 A310 C6 C7 I 421 3 1 421 3 4 1f_ f1 17'-411 If 5'-311211 31_611 4 . amLi 6 r a: a A310LL d 1 I a 4 0 0 0 ELEVATOR DOOR — — — I STAIR SILL 16 , a tr I I I APPROVAL BY: <E � I I I A LEV. PARKING LEVEL - DRAWN BY: LB, MA, AZ, AW A314 �;' E�EV. I ELEV a a T.O. CONCRETE 4 CONTROL RIVI, CAB GAB d P1 4.. : e — _ .. CHECKED BY: LB a ' 101 D 2 11 100 d - Lu F.O. CONC. c� a I e d 4"X4"X318" SILL I I . 7 30 10 24X84 _ SHEET CONTENTS q a ANGLE FULL WIDTH a' I I i { I 4 I I o P IBC 300 .4 1 ELEV. _ a 16 A310 A314 �EV. n . ELE . OF SHAFT (NOT BY - I CAB ELEV. MFR.) 4 - 4 I a q CONTROL RM. I 2 I ELEVATOR PLANS & B.O. DooR I Level P1 - - - - a a Level P1 a a. ° T TI - 1 ,, � L -.:_ _. _,: _. ._ .;. _, .... 1 11 4 a 40 10 3I32 _ _ - _ . _ . ;: , . 9 10 3132 I . - a � A314 SECTIONS a TOE GUARD AT - -- 4 �. — — — 5 - - - S ° LOWEST LANDING ' w � - '- ^- A310 =- - . \ � \ r � im11 .- .• A310 I 1 SLAB PER STRUCT - - � —csi? -- FO.F. CONC. PER _..-- � I 4r - - °' - i �" �'t�:}-ti-' :=='= ,_^,-•,=T SHEET NUMBER a 4 a a r/a kj I MP LOCATION } i g _ FLUSH MOUNT t .BELOW :.:. ::: ... . .. ..:.,p ;s, -.. :.... , :': .-.: .. ._. _, ..:...... ........ ...: III .. .... 3 3'. 1[ 7 d• .. .. .. ._. ... _ I. RATE COVER - - _ -- -- _-: -- --- -- - --- - - - - LEVEL OF EXIT DISCHARGE 7 ELEVATOR SILL AT CONCRETE 6 ELEVATOR SECTION B 5 ELEVATOR SECTION A 1 ELEVATOR PLAN LEVEL P1 3 —1-0 1/4 —1-0 1/4 —1-0 )-1/4 it-1-0 -) . l STAIR NOTES 1. STAIRWAY SIGNAGE IS REQUIRED AT EACH STAIR PER IBC 1023.8 & 1023.99 SIGNS MUST INCLUDE STAIR IDENTIFICATION NUMBER stud'C' 2. SECONDARY POWER SOURCE FOR STAIR PRESSURIZATION REQUIREMENTS PER MECHANICAL &ELECTRICAL M E NG DRAWINGS- PER SEPARATE PERMIT STRAZZARA 3. STANDPIPES REQUIRED PER IBC 905.3, SEE ENLARGED PLANS, THIS SHEET FOR STANDPIPE LOCATIONS 4. SECONDARY POWER SOURCE REQUIREMENTS PER MECHANICAL & ELECTRICAL DRAWINGS.- PER SEPARATE PERMIT ARCHITECTURE 5. HANDRAIL ENDS RETURN TO WALL, GUARD, OR WALKING SURFACE - PER IBC 1014.69 PLANNING CONSULTING . 6. STAIRS SHALL BE BUILT WITH MATERIALS CONSITENT WITH TYPE OF CONSTRUCTION FRAMING TO BE MADE OF NON-COMBUSTABLE MATERIALS BELOW LEVEL 3 (TYPE IA CONSTRUCTION) METAL STAIRS WITH CONCRETE PANS TO BE A SEPARATE SUBMITTAL 70 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 L- 206 587 3797 tel 206 587 0588 Cp Q (: ) CQ 5% CR www.studioms.com A311 �, I, - - - - Al 5 4 I 16 SF ROPF HATCH C7 C6 6 5 A310 A311 C4 4 C3 7 1 I SECONDARY POWER SOURCE FOR I 3 STAIR PRESSURIZATION 1 I A804 I I REQUIREMENTS PER MECH. & ELEC1. ROOF ACCESS HATCH AND LADDER, DWGS -PER SEPARATE PERMIT. I LADDER SHALL BE IN COMPLIANCE 37 37 WITH IMC 306.5 I 37 I I . I I I I 1 . j i evel Roof Level Roof -- L j f 482 - 'i: ..: . ' l - 48 9 i I111111�. I C6 4 1 I SECONDARY POWER SOURCE F R STAIR I I 9 C4 A3116 1 .11 PRESSURIZATION REQUIREMEN S PER MECH. I 1 A311 4 & ELEC. DWGS - PER SEPARATEIPERMIT. I ! ! I 1 1. 6 4 I I 911 15'-111211 2'-211 I _ 1 ° 1 Ci UNIT D1 CORRIDOR UNIT C1 1 a 5' - p 112" 8' - 3" 4 4' - 0 112" o N I - 'I1 I I 11 740 1 ! 700 r' 741 c.wry- - b 1 1 O v(s.�.pG'� �_Y'x yr rv_,S �s""4,^MAx P ' - CVa r �, < ,�+z: y ws IS �4 C - '. I !1. i - - i -- - - o r `f" _ ! ,' F _- I I ___________-_ __ __ _ _ L---_ CQ f - 36 z I e -� - a 36 I - 4 I I I I 6 �6 4 F; 3 I r I I I o = I 0 5_ .��. loc Leve I R5 1 1 _ _ K - - - I Level R5 .� - - F .. ... ... .. ... ... .. .. .... .. .. .�YW �w 5 _. _ I 7.. f C r --' € . _. a, s' ....:..z r rr E f i t f.. -. p : ....... ..... .... .. .. :� :.., r _ I 472 9 _ _ - _ V i i �. _ _ 472 9 I � 9 o !; I _ ,_ - ------ - Sn �It r-------------- --- op r % - - - I I 3' 31 i � ( 4 e� a f x '- �._ ! , �� 1 I 4 . k i I 6 I I I I `' I I ! i �I Ill - @j O 911 I171 411 k ! UNIT D1 CORRIDOR cn UNIT C1 Goodman Real Estate 1.I I E i o W I ! E601 I , 60o r I 641 I , -_ ; __= F.O.F. ! ::., .... r8' I I I I1. c. N TITLE A804 1 I I i I _ - C R 36 I I 1 36 rco i I_ 11 1_ 11 I I1. 7 3 314 4 0 112 a ...:�.� ... .... .. a OWN/ Ambk 0% I I I 8 TREADS @ 11" EACH TO F.O.F. RISER STANDPIPE PER I _ I I Level R4 I I _ Level R4 PLUMBING, SEPARATE :i 11. �h D M Ow% N D Ag"h6 r rr 1.r n ERM 462 9 i P IT i I.1111. % I I II 4 x i %1 _ 11 [ I STAIR A PLAN -LEVEL R1 I 4 01114 I I I �- I 3 114rr _ 1 r_nrr I1. I I I I o o o o 23400 HWY 99 UNIT D1 GORRIDOR , E„ UNIT C1 w EDMONDS WA 9 6 a , 802 I I 501 500 � 541 I � I I I I I a I STAMP w I I I II 36 I I 36 I 4 81 REGISTERED G4 C6 . I A311 ARC T Level R3 INwwkwwww� Level R3° r _._ a:> , -_% U �- I - 1. r 1r % "::': :: _ Z 1 }1 452 9 452 9 17 4 ' ; 0 � �' tea+.rrr. E LES S Azz 5'- 11211 41w7,1 71^Q11 d STATE OF WASHINGTON I11-1-1 I I 2 11 I TREADS @ 111111 . I _ ° UNIT D1 lD4R I - ' °� a I _ - °� 4- CORK UNIT C1 - __ 11 I I _ -=--=6-------- --- ---- ---- -- - �.o.coNc. CQ v --'% ------ ---- �C 5C401 4a0 441 0 .°. Q I c- KEY PLAN Q CQ A311 RI `�' ! I I 1 I ¢ I I � I '' I: _ 5 11-1 1.I TY I �a -- -- - - 2 co a I 4 _ - 311 I 4 I I SLAM LATCH WITH 36 314 I I g INSIDE AND OUTSIDE I 36 I �4 • =- =___! __1----- ----- --- I - = - I I HANDLES WITH PADLOCK ; ' I I - - L A I HASPS I % Level R2 Level R2 . @ I = I I _ _ I = _, _ _ = _ _ ; _ _ _ IFTING MECH SUM. . .j n r r 0 .... 1 r . .._ .. 1 .:. ... 1. n - .. r. _. .-. _ K - 44 2 9 :,; ::: I WITH REINFORCED w 442 9 I COMPOSITE TUB SAND I I : `. 1 U - %, i - RAIL TO EXTEND;�\�COMPRESSION SPRINGS, I I I 42"ABOVE ROOF HATCH 6 ¢ _ I I i I I I _ = -_ _--- - === -__ - - �- -F.O.F. 1 I r� ° ARM GUIDE I . 6 f 15 SF ROOF HA CH 1 BRACKET PER MFR I UNIT D1 ! CORRIDOR - C I - = - I I 4 ° O i= 1 I w . CR 2" CU B 3D1 I I I 300 01. O I 4' - 114" 81 _ 311 41 - OFI F.O.CONC. I I INSULATION LACK STRIKE AND PADLOCK HASP r r II 13 I I 6 TO .O.F. TREADS @ 11" EA. TO F.O.F 1 RISER STANDPIPE PER TYP, w I PLUMBING SEPARATE A804 1 0o PERMIT WOOD BLOCKI G ROOF ACCESS HATCH AND LADDER, I 31 I A3 4 31 r I 1` PER STRUC., S E . o . a.LADDER SHALL BE IN COMPLIANCE OD I 4 DETAIL 221S905. WITH IMC 306.5 CONSTRUC ION F @ TY E VA I ! Level R1 IA155 ".- H .. \Level R1 ____ % % - . !L- -, - Level Roof I 1 432' - 9"1. 432' - 9rr STAIR APLAN -LEVEL P2 4$2r I. 9rr 1 --- - - --- I I 114"=1r_Orr A .. r�l 4 _% � .. �'.:_. I I ...' I... I 6 l I ROOF HATCH EXTEN ION 4 I1.1.1. PROJECT NUMBER I PER MANUFACTURER IN I i I co PARKING LEVEL 1 COMPLIANCE WITH 2O15 IBC I I r w P2 I �- 8305 I 1011.12.2, 101.1.13 & 1011.16 cn �- AND 2015 IMC SECTION 306.5. I I 318 x 2 STL. NON COMBUSTIBLE 1. I 2 200 BAR SIDE RAILS I I COINSTRUCTION @ TYP IA w I I I ISSUED FOR. DATE: I I A-2 1 N I I 4 ., - '' i I o I C3 C4 C6 I EXPANSION BOLTS AT 34 - I I , _ A311 , - BUILDING PERMIT INTAKE 12.18.18 Q ¢ 1 17 4 EACH BRACKET IN WOOD. _ _ _ _ �e�el P2 I _I w Level P2 U BUILDING PERMIT INTAKE 2 02.07,19 ° I �- ' ^ '` f _ �f o Io 5'111 112" 2'-9" 8'-711211 11 ....._..: .. u 314" DIA.%1. 11. N ,! BP CORRECTION #1 71\ 05.22.19 N N f r STL. RUNGS 3 TREADS S 11 EACH F. F. BP CORRECTI ON #2 2 08.01,19 I a I Ic. I BP CORRECTION #3 3 11.14.19 WALL OFF UNDERSIDE ; I 1 I 4 a ; _ _ : - - ; _ ,4� - ,a , _ ; 5" X 2" X 318" BENT STL. OF STIIAIRS AT EXIT PARKING LEVEL ► ELEV■ 4 =a a ` - 41 a ' - I I I _ .°, + •� a` d dd- Q y - a a 14 1 4 q7 c .! - a a s as I P1% CAB F.O. cancc.CQ Is BRACKETS -WELD TO DISCHARGE LEVEL, - - - - 1.SIDE RAILS TYP. _ I _ I I \ . '..�:c:�.�... "'� I I100 1 I sT- Al ao . t- 1 :1 5 W r _ _ - 1 - r T_ b . .{ d i E - 11. 1 II Tf i �. 1 ,1 A311 _ 1 MN% , I 4-1 314 L 4-0114 . I �tcL 4 I I I I / .,...:.I I N ! N LJ.I -.. P t d c.1','��Y'� H . _N . . . I lcz� ��3 c.. Q I I Level R5 I - . I E __ ,_ 0 I 1 I 6 472 , - I 1 1 APPROVAL BY : 9 30 - I I 0 N i I I I I I I r . f , I i Level I P 1- I Level P1 e � I , ___ _ I I i �.% ! r rf . DRAWN BY. LB MA AZ A r rr I W ,p-,'g . . -: ,, i 7-I . .. ..... .. .. b.... .: _..... ".:: .. :..i ::C.:. I I .. ..... >. ....4. .... .. ...-. ... . 6:- ..-:-.:..::::r ` . . .... .............. _........ ........ ....... .. .. ..._ ... . _. _..... :..- . .... _ _.. ...._........ _. f. _ 409 10 3132 4 10 3132 - - -- - - ._.. - ! i I . I . _. ------ . ..... . --- - - _ --- - - -. _ . , I "I-- - - -- F.o. F. CHECKED BY: LB 1 - - - - - - - - - - ----- -- --- t I - d V _ , I ° - a . - - ' INSUL. PER ENERGY J a . `a _ 4 _ - , _ a . 1 a ° p - a . - d `O - ` , . ♦ _ ,d' - - 4 ° . I . - -- - -.... , 4 a __.. --. _.- _-_ - _ - _.-_ ..-- 'i d . - I - .. _. .- - _._ . . ., _ S.O G. PE STRUCT __ .: _..._ _ ._._ . I . . - SHEET CONTENTS . - . F 0 CONC. __ � I - S 0 G PER STRUCT : - - _ _ . -- ' 1. . I , 1 5' ( 0" 8' 3 1 /4" 4' 0 1 /4" ; - . -_ I i. i I - /I RISER STANDPIPE PER - 9 TREADS @ 11" EACH -- - I H F0F . , . PLUMBING, SEPARATESTAIR A PLANS & -- - - ...... .. . _ - ---- _ . . ' 1 M ..... . ---' - . PERMIT --- - . .� 3 _ FOOTING PER STRUCTSECTIONS RSTRUCT - _`� TIN PER . . . _. ._... - - _ . . - __ ._ -. _. _... ._ .._. .... __.. _ _.. _. -- -._. . _.. -- - . .. -.- ------ - - - - -- - - - -- - , I . , . - E _ _ .. -- �- __ - - � .j ^� I• ~ 9 ROOF HATCH DETAILS 5 STAIR A SECTION 1 4 STAIR A SECTION 2 1 STAIR A PLAN - LEVEL P1 t.vV 1 � 4 112 -1-0 1/4 =1-0 = 114" = 11_Orf 114" 1'-0" ",,--.._--., :.,. . �7 O ` "Y i=yL: rab'. N' ,. SHEET NUMBER . _') - . . --- . .. .. . ........ ... .. .... . ... .. .. - 1. C ***REMOVED*** ***REMOVED*** ***REMOVED*** PARKING LEVEL P2 PARKING LEVEL P1 �C 14i 16) �Cl 5 Level R4 462' I. 9" AVG GRADE PLANE 417' - 9 114" 0 U 0 U Level 4091. 1 70 (Cl 3 RISER STANDPIPE PER PLUMBING, SEPARATE PERMIT STAIR NOTES 1. STAIRWAY SIGNAGE IS REQUIRED AT EACH STAIR PER IBC 1023.8 & 1023.9. SIGNS MUST INCLUDE STAIR IDENTIFICATION NUMBER 2. SECONDARY POWER SOURCE FOR STAIR PRESSURIZATION REQUIREMENTS PER MECHANICAL & ELECTRICAL DRAWINGS - PER SEPARATE PERMIT 3. STANDPIPES REQUIRED PER IBC 905.3. SEE ENLARGED PLANS, THIS SHEET FOR STANDPIPE LOCATIONS 4. SECONDARY POWER SOURCE REQUIREMENTS PER MECHANICAL & ELECTRICAL DRAWINGS.- PER SEPARATE PERMIT 5. HANDRAIL ENDS RETURN TO WALL, GUARD, OR WALKING SURFACE - PER IBC 1014.6. 6. STAIRS SHALL BE BUILT WITH MATERIALS CONSITENT WITH TYPE OF CONSTRUCTION FRAMING TO BE MADE OF NON-COMBUSTABLE MATERIALS BELOW LEVEL 3 (TYPE IA CONSTRUCTION) METAL STAIRS WITH CONCRETE PANS TO BE A SEPARATE SUBMITTAL 7. STAIR B PLAN - LEVEL R1 1141T= 1'-011 I II =oil �C 14 CC r - N r-- Y'004�4 A312 r D N CD 1C 13} (C 14 RISER STANDPIPE ! 17' - 6" PER PLUMBING, SEPARATE PERMIT 5' - 1 314" 8' - 3" 4' - 1 114' oe 9 TREADS @ 11" EACH k _ _ I • Q /d. d a aG -' - d - d- o- a - .a a a c c < > I d a 1 CD d 4' - 11 114"L OP _ 4 — E ; I 4-0„ N A312 d ` EO iCD a _ 3 a a -4 v CID a �. - C ❑ - ° a - - e A_ 4 1 T-1314" 8'-3" 4'-1114" 9 TREADS @ 11" EACH stud 10MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Rea! Estate 23400 HWY 99 EDMONDS, WA, 98026 6181 REGISTERED ARCy14fCT P- fKARLES SVAZZAI STATE OF WASHINGTON TITLE &A KEY PLAN PROJECT NUMBER STAIR BPLAN -LEVEL P2 1 /411 _ 1 1-000 18305 RISER STANDPIPE PER PLUMBING, SEPARATE PERMIT G 13) 17'-6" iC 14) 5'-1314" 8'-3" 4'-1114" 10'-5112" 9 TREADS @ 11" EACH I pill' C o�co18us -4'- 11 114"C r I - / /4 4'F--(Oy" 1 1 1 A312 fzji ST-B 101 I f 1 ST-B100 ! tia ° a v-Q ae d a,d a a- ° CID ..da - a ot 4- 1. 5'-1314'1 6'-5" 5'-1111411 7 TREADS @ 11" EACH ISSUED FOR: BUILDING PERMIT INTAKE BUILDING PERMIT INTAKE 2 BP CORRECTION #1 zi BP CORRECTION #2 2 BP CORRECTION #3 DATE: 12.18.18 02.07.19 05.22.19 08.01.19 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS STAIR B SECTIONS Vu 1 J411 _ 1 1-011 STAIR B PLAN - LEVEL P1 1 /411 = 1 1.011 $ r Y �� ►::.r... �w �Y SHEET NUMBER iC 13i IC 14 15 16 �C 151 Y 3'- 7 1 /2" evel Roof 482' - 9" RISER STANDPIPE PER PLUMBING, SEPARATE PERMIT PROVIDE 42" MIN HT GUARD WALL TYPE 24A AT TOP OF LEVEL R5 STAIF i STAIR NOTES 1. STAIRWAY SIGNAGE IS REQUIRED AT EACH STAIR PER IBC 1023.8 & 1023.9. SIGNS MUST INCLUDE STAIR IDENTIFICATION NUMBER 2. SECONDARY POWER SOURCE FOR STAIR PRESSURIZATION REQUIREMENTS PER MECHANICAL & ELECTRICAL DRAWINGS - PER SEPARATE PERMIT 3. STANDPIPES REQUIRED PER IBC 905.3. SEE ENLARGED PLANS, THIS SHEET FOR STANDPIPE LOCATIONS 4. SECONDARY POWER SOURCE REQUIREMENTS PER MECHANICAL & ELECTRICAL DRAWINGS.- PER SEPERATE PERMIT 5. HANDRAIL ENDS RETURN TO WALL, GUARD, OR WALKING SURFACE - PER IBC 1014.6. 6. STAIRS SHALL BE BUILT WITH MATERIALS CONSITENT WITH TYPE OF CONSTRUCTION FRAMING TO BE MADE OF NON-COMBUSTABLE MATERIALS BELOW LEVEL 3 (TYPE IA CONSTRUCTION) METAL STAIRS WITH CONCRETE PANS TO BE A SEPARATE SUBMITTAL IC 13 �C 141 Y 17'-6" Y n STAIR B PLAN - LEVELS R2 - R5 Y 1 /4" = 1'-0" Level R5 � 472' - 9" V �� IC 13 Level R4 � 462' - 9" �! Level R3 452' - 9" Level R2 442' - 9" Level R1 432' - 9" V Level 3 421'-3" GRADE PLANE � 7' - 9 1 /4" J Level P1 � 10 3/32" 1 RISER STANDPIPE PER PLUMBING, SEPARATE PERMIT L STAIR B PLAN - LEVEL R1 1 /4" = 1'-0" IC 13 RISER STANDPIPE PER PLUMBING, SEPARATE PERMIT L_ 8 TREADS L 11" EACH 17'-6" 13' - 4 1 /2" �C141 �C141 4'- 1 1 /2" 4 10 1 U 5'-0" - ed-• - - a a� 0 i 4 J 8 1 DN CLR I 0 t U 5'- 1 1 /2" 8' -3" 4'- 1 1 /2" - -- - - (STAIR BPLAN - LEVEL P2 1 /411 11-011 IC 13 RISER STANDPIPE PER PLUMBING, 5'- 1 1/2" SEPARATE PERMIToe I N 00 y I Lw I I c/1-n 17'-6" 8'-3" 9 TREADS @ 11" EACH �C141 4'- 1 1 /2" ° UP b 1 5'-0" U 4'-0" CLR —I SIM 6 SIM 6 I e- A314 CD A314 D i J ° ST-Ti00 5'- 1 3/4" 6'-5" 5'-111/4" 7 TREADS @ 11" EACH CV Af 5 A312 00 — —CID- QP CD REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric Czwfer BUILDING OFFICIAL Apr 25 2022 APPROVED DATE 5 stud'�OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com © 2020 STUDIO MENG STRAZZARA Goodman Real Estate TITLE HWY 99 EDMONDS 23400 HWY 99 EDMONDS, WA, 98026 STAMP KEY PLAN BLD2018-1622 #7- MISC REVISION Apr 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 2 BP CORRECTION #3--a _08.01.19 11.14.19 2 HR FIREWALL CORR. 4 02.03.20 CONSTRUCTION SET 02.18.20 BP REVISION 5 04.04.22 APPROVAL BY: DRAWN BY. LB, MA, AZ, AW CHECKED BY'. LB SHEET CONTENTS STAIR 6 PLANS & SECTIONS SHEET NUMBER STAIR B SECTION 1 /4" = 1'-0" STAIR B PLAN - LEVEL P1 1 /4" = 1'-0" z _ co rZ iL O LL' w tZ w w 0 O SLOPE TO DRAIN 2% MIN. � I RASH CHUTE SECTION DETA 1 1/2" = 1'-0'1 } IL 2'-2 718" INSECT SCREEN VENT EVENT CLIP —CONTINUOUS SEALANT AT JOINT CONTINUOUS GALV. METAL COLLAR, PAINTED ___�22 ga GALV. SOLDERED CAP FLASHING, PAINTED. SLOPE TO DRAIN _ROOFING MEMBRANE PER B.E. DWGS �— CANT BUILT-UP ROOF CURB _MINERAL WOOL INSULATION —VAPOR BARRIER AND FLASHING PER B.E. DWGS 1 112" GLASS FIBER FRICTION FIT, R8 24" TRASH CHUTE 2 HOUR TRASH CHUTE WALL, CONTINUED FROM BELOW, WALL TYPE PER PLANS 21/2" STEEL 1,C-H, OR C-T STUDS BETWEEN PANELS 1" PROPRIETARY TYPE X GWB LINER CONTINUOUS 2 HR. FIRE BARRIER 1" PROPRIETA GWB LINER O1 TRASH CHUTE BY MFR. SEPARATE SUBMITTAL O z U w w 0 M 0 m Ua 0 0 TRASH CHUTE RATED SHAFT AT FLOOR FRAMING 1 11211 = 1 1.011 1" PROPRIETARY TYPE X GWB LINER ON C-H STUD FIRE CAULK SOLID BLOCKING (2)LAYERS GWB ON OUTSIDE GWB CONTINUES TO UNDERSIDE OF PLYWOOD WALL ASSEMBLY PER PLAN CONTINUOUS 2 HR. FIRE BARRIER :RS GWB ON E, CONTINUOUS FIRE BARRIER VIBLY --- R (2) LAYERS GWB ON < OUTSIDE, CONTINUOUS 2 HOUR FIRE BARRIER '1 FLOOR ASSEMBLY PER PLAN , "LL. 4 S • °° 4-0_ as 4 q Bn TRASH CHUTE RATED SHAFT AT PODIUM 1 11211 = 1 1.011 C3)( 4 (C4 PARKING LEVEL P2 ;9 0 C6 C7 0 r Level R4 462' - 9" Level R3 452'-9" Level R1 432' - 9" ACCESSIBLE RATED SHAFT HOPPER DOOR AND HARDWARE 90 MIN. RATED 45 MIN RATED SELF CLOSING DOOR TRASH ROOM PLAN - LEVELS R1-R5 TRASH ROOM PLAN -- LEVEL P2 1 /4 I1 = 1 141 TRASH CHUTE NOTES: 1.WASTE AND LINEN CHUTES SHALL COMPLY WITH PROVISIONS OF NFPA 82, AND MEET THE REQUIREMENTS OF 2015 IBC SECTIONS 713.13.1 - 713.13.6 2. A SHAFT ENCLOSURE CONTAINING A RECYCLING, OR WASTE OR LINEN CHUTE SHALL NOT BE USED FOR ANY OTHER PURPOSE. 3.OPENINGS INTO THE SHAFT FROM ACCESS ROOMS AND DISCHARGE ROOMS SHALL BE PROTECTED IN ACCORDANCE WITH 2O15 IBC SECTION 716. 4. DOORS INTO CHUTES SHALL BE STANDARD HAND OPERATED TYPE INTAKE, NOISELESS, SELF -CLOSING BOTTOM HINGED, 1-112 HOUR, 2500 F. ENTIRE DOOR (FRONT, BACK, PANELS AND SKIRT) IN STAINLESS STEEL FINISH WITH ADA COMPLIANT LEVER HANDLE WITH LOCK AND TWO KEYS, 5. ACCESS OPENINGS FROM WASTE OR LINEN CHUTES SHALL BE LOCATED IN ROOMS OR COMPARTMENTS ENCLOSURE BY NOT LESS THAN 1-HOUR FIRE BARRIERS CONSTRUCTED IN ACCORDANCE WITH IBC 2015 SECTION 707, 6. AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH IBC 2015 SECTION 903.2.11.2. 7. TRASH CHUTE 48" MAX HEIGHT TO HIGHEST OPERABLE COMPONENT (WITHOUT OBSTRUCTION BELOW) & 5LBS MAX FORCE TO OPERATE WITHOUT TIGHT GRASPING, PINCHING, OR TWISTING. FIRE PROTECTION AT PENETRATIONS AS REQUIRED 2-HR RATED SHAFT ENCLOSURE, TYP. PREFABRICATED METAL TRASH CHUTE SYSTEM 24" DIAMETER • 2 11,4" 2 112" EXHAUST SHAFT 24"X36" CLR MIN PER MECH EXHAUST SHAFT 18"02" CLR MIN PER MECH 10 CD ---- LOUVER PER MEP stud' 1 OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 WWW.studloms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 6181 `REGISTERED STAMP KEY PLAN PROJECT NUMBER ISSUED FOR: BUILDING PERMIT INTAKE 18305 DATE: 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 71\ 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 /3\ 11.14.19 APPROVAL BY: DRAWN BY: LB MA, AZ, AW CHECKED BY: LB SHEET CONTENTS TRASH CHUTE PLAN & DETAILS r� rj r, r- tiU SHEET NUMBER L.ri.i•yY Var4„> A313 1 1/2" O.D. WOOD HANDRAIL WI STEEL SUPPORT BRACKETS. PROVIDE SOLID BLOCKING AT MOUNTING LOCATIONS. MIN. TWO SUPPORTS PER RUN, OR MAX. stud' CMENGSPACING 4'-0" 12" NOTE: RAMP FINISH STRAZZARA SOLID BLOCKING 12" EXTENSION PER SCHEDULE _ i ARCHITECTURE EXTENSION PLANNING ---------------------� - CONSULTING 0 0 ° ` E (2)LAYERS GWB ON ` ' ELEVATOR SMOKE OUTSIDE = CONTROL DOOR ,�� i THE STAIRWAY LOCATION SHALL BE PLACED AT THE TOP GWB CONTINUES TO 2001 WESTERN AVE SUITE 200 DOORS ,, i SEE 141A314 1" x 114" OF THE SIGN 1N 1" HIGH BLOCK LETTERING WITH 114" UNDERSIDE OF r 1 Seattle, WA USA 98121 f, STAIR 1 PLYWOOD SEE 151A314 ROOF STROKE. = E THE STAIRWAY'S UPPER TERMINUS SHALL BE PLACED 206 587 3797 tel o SEE 131A314 5" x 1" UNDER THE STAIR I.D. WITH 1" x 1/4" LETTTERING. -- = 206 587 0588 THE FLOOR LEVEL NUMBER SHALL BE PLACED IN THE SUCE� RMF� WALL ASSEMBLY - - �' �` MIDDLE OF THE SIGN IN 5" x 1" LETTERING. PARKING LEVELS www.studioms.com OD 1" x 1/4' Pl THRU ROOF PER PLAN SHALL HAVE A'R PRECEDING THE FLOOR #. i THE LOWER AND UPPER TERMINUS OF THE STAIRWAY - MAX SLOPE 1:12 i SHALL BE PLACED AT THE BOTTOM OF THE SIGN IN r I . \ - STAIR 2 NO ROOF 1" x 114" BLOCK LETTERING. CONTINUOUS 2 •\ i HR. FIRE BARRIER ROOF ASSEMBLY R I • co THESE SIGNS SHALL BE LOCATED 5'-0" ABOVE FLOOR LEVEL AT - PER PLAN �N i EACH FLOOR LEVEL LANDING. 5' - 0" MIN 5' - 0" MIN LANDING I �� P1 THRU LEVEL 4 NOTE: EXAMPLE SIGNAGE IS LANDING DIAGRAMMATIC AND FOR �� DESIGN INTENT ONLY 16 RA DETAIL 12 ELEVATOR LOBBY ELEVATION $ STAIR SIGNAGE DETAIL 4 RATED SHAFT AT ROOF 1 - 1112 - 1 -0 1 +' = 1'-0" 1 112" = 1'-O" R 114" CLEAR AT PIPE HANDRAIL ; F RETURN CLOSE END ~ , 4 c 1 1/4" STANDARD WEIGHT _ BRACKETS AT 5'-0" O.C. PIPE HANDRAIL _ MAX, MOUNTED THROUGH TO BLOCKING ELEVATOR CAR TO ACCOMMODATE AMBULANCE STRETCHER ` ILLUMINATED BUTTONS PER IBC 3002.4. STAR OF LIFE SYMBOL (MIN. 3 HIGH) TO BE PROVIDED INSIDE BOTH SIDES OF HOISTWAY DOOR FRAME �' MIDDLE WALL, ALL STAIRij � ri 0 _ WALLS ARE FULL HEIGHT - w � _ v, .J Y .Sl".'�`?^[•4>.'.v ycrc4'1NR•x.R'+M'Sl^. RAISED LETTERS _ x �s: POSITION AND L &BRAILLE 1 1/4" STANDARD 0 DIRECTION INDICATORS ° WEIGHT PIPE _b `x5 N, y CANCEL BUT HANDRAIL FACE OF GWB CLEAR WALL TYPE PER.��- FLOOR BUTTON DETAIL DIMENSION POINT ON PLANS _�iF, SWITCH STAIR PLANS _._ b + 'HONE z 'la daps-:1-- GEN.INFO &FIRE Goodman Real Estate WOOD TREADS, FINISH PER ; - FLUSH MOUNT SERVICE SIGNAGE INTERIOR DWGS - a EMERGENCY o TITLE y ° DOORS V .K PHONE WITH COVER OR SIM. ILLUMINATED FLOOR _ ` BUTTONS WI STAINLESS UOO HANDRAIL 1" V_ STEEL PLAQUES INSET VLA Vff 9 - 1. EMERGENCY TWO-WAY COMMUNICATION SYSTEM FLUSH TO STAINLESS --- — — — WOOD STRINGER TO BE PLACED IN ELEVATOR LOBBIES STEEL PANEL �1„ PER STRUCTURAL 2.)INSTRUCTIONS FOR USE OF TWO-WAY E M c0 COMMUNICATION SYSTEM SIGNAGE TO INCLUDE r - BRAILLE AND COMPLY WITH ICC A 117.1 REQUIREMENTS `� - - - TEL CAB WI FLUSH ' " 3.)INSTRUCTION TO BE POSTED ADJACENT TO TWO WAY SYSTEM 2 HR FIRE RATED STAIR DOOR &PULL WALLS, CONTINUOUS GYP. TWO WAY COMM. SYSTEM AND COMPONENT DESIGN BUILD TO SEE SHEET23400 HWY 99 BE PROVIDED UNDER SEPARATE DEFERRED PERMIT FOLLOWING G010 EDMONDS, WA, 98026 FOR ASSEMBLY & DETAILS r IBC 1009.8.1 &ICC A117.1 SERVICE CABINET W/ - FLUSH DOOR & LOCK STAMP 15 EMERGENCY PHONE _ 11 ELEVATOR INTERIOR HANDRAIL AT INSIDE STRINGER AT SHAFT WALL 6181 REGISTERED r+ _ r Ir +f _ r rr ARC 3,r = 1 '_0++ 1 I2'r = 1-�..prr _ _ 1 _ 1 _0 1 1/2 1 -0 - — SMOOTH BEND INSIDE RADIUS TO BE PIPE O.D. LESS AZZ 8' - g„ STATE OF WASHINGTON HOISTWAY WIDTH KEY PLAN (2) LAYER GWB ON f „ CENTER WALL OUTSIDE 6 8 "MIN INTERIOR WALL ASSEMBLY PER -__ R WIDTH PLAN HANDRAIL ELEVATION AT SWITCHBACK coNTlNuous 2 t - �. 1 1 = HR. FIRE BARRIER ; - CL 0 1 1/2" MIN. 1 112" MIN. - - \ i \ N. � —' - LLI \ \ o \ 1 112" O.D. STEEL PIPE MIDDLE WALL \ i � HANDRAIL WI STEEL ... ..... .. . \� w MIDDLE WALL SUPPORT BRACKETS. 1 \ 1\ } PROVIDE SOLID BLOCKING _ 1-118" HIGH FONT AT MOUNTING LOCATIONS. TREAD BELOW 'l ARIAL � - `- A 1 ° I HOISTWAY PLAN VIEW � ` \ MIN. R 4" � SOLID BLOCKING - T 35 /o L NESPACING TEXT:EMERGENCY co COMMINICATION — — �— — - -SMOOTH BEND INSIDE COLOR: WHITE _ _ =1 = RADIUS TO BE PIPE O.D. - EMERGENCY WALL ASSEMBLY COMMUNICATION GRADE 2 HANDRAIL PLAN RETURN TO WALL HANDRAIL PLAN AT SWITCHBACK PER PLAN BRAILLE 4'-6518" 3'-6" ` 7318" ' vr 1 -Doo DTH HANDRAIL AT SWITCHBACK FLOOR ASSEMBLY 1.) SIGNAGE TO COMPLY WITH ICC A 117.1 PER PLAN REQUIREMENTS ELEVATOR CAR TO ACCOMMODATE PROJECT NUMBER 2.)TACTILE SIGNAGE TO BE LOCATED AT ELEVATOR AMBULANCE STRETCHER LOBBIES PER IBC 3002.4. STAR OF LIFE SYMBOL (MIN. 3" HIGH) TO BE PROVIDED INSIDE 18305 BOTH SIDES OF HOISTWAY DOOR FRAME MAINTAIN RATED WALL 14 TWO WAY EMERGENCY COMMUNICATION 10 ELEVATOR STRETCHER PLAN DETAIL ASSEMBLY A LANDINGS, 2 RATED SHAFT AT FLOOR FRAMING ISSUED FOR: DATE: 3" = 1'-0" 112" = 1'-0" PROVIDE CONT. 4X & 2X 1 1/2" O.D. WOOD HANDRAIL 1 112" = 1'-0" BLKG AS REQUIRED, TYP. WI STEEL SUPPORT BRACKETS. BUILDING PERMIT INTAKE 12.1 PROVIDE SOLID BLOCKING AT $• 18 MOUNTING LOCATIONS. MIN. TWO BUILDING PERMIT INTAKE 2 02.07.19 SUPPORTS PER RUN, OR MAX. BP CORRECTION #1 1 05.22.19 . 11" SPACING 4'-0" BP CORRECTION #2 2 08.01.19 EXTENSION TYP. TREAD WIDTH. RISER BP CORRECTION #3 3 11.14.19 1' - 4" 4" HEIGHT PER SECTION. MAY NOT VARY MORE THAN 3/8" NOTE:STAIR FINISH FOR ENTIRE FLIGHT AND PER SCHEDULE CD MUST BE BETWEEN 4" MINIMUM AND 7" MAXIMUM, PER ANSI SECTION 504. NOTE. NAIL AND GLUE WALL ASSEMBLY _ ALL STAIR PER PLAN 611 N 318" x z° sTL. o COMPONENTS r �- APPROVAL BY: T- BAR SIDE RAILS ' 112" DIA. PUSH FOR HELP z EXPANSION BOLTS AT EACH v F = ' +r t .r *ii it W: :� � W (2) LAYERS GWB ON FLOOR DRAWN BY: LB, MA, AZ AW —_ •• r BRACKET IN CONC. W OUTSIDE, LOCAMH FLOOR w ASSEMBLY CHECKED BY: LB GRADE 2 T.O. S B CONTINUOUS 2 PER PLAN BRAILLE NJJ HOUR FIRE BARRIER ` rsons abler to 'r &&a -exit ° st�`�""a'�`�'a$�$s � " LANDING CONSTRUCTION: SHEET CONTENTS 314 DIA. STL. RUNGS 3/4" SUBFLOOR W/ 3/4" UNDERLAYMENT _ ° : `$ ° ` -4 a ° Rn E S) U B W/ PRE FORMED NOSING BOARD JOISTS _ co 5" X 2" X 318r, ° 4 e NOV 9 2019 VERTICAL �►� �.�o-may 1�►�,�1�� cn _ - : • .. . . comet icafflafr await � Q BENT STL�B o PER STRUCTURAL. 4X12 SUPPORT BM. MIN. - " ,�' A a .11 °: ° ° for �est�r>lic�r. BRACKETS - rr _ - - " - 1I�[� IRCULATION ° & STRINGER PER STRUCT.DRWGS, 3/4 � ° � °Q ` w WELD TO SIDE ° _ a - 4 _ : } ; ° : a- _ °- c' RAILS PLYWOOD TREAD AND 3/4" PRE -FORMED : ° - 4° SHAFT DETAILS o FIRE CAULK °, a -d -� _ ° a- a' � d,- ' 1.) SIGNAGE TO COMPLY WITH ICC A 117.1 REQUIREMENTS 2X TREATED WOOD STOP BLOCK, NOSING BOARD. PLYWOOD RISER d.° _ _°°.q, " - 2.)TACTILE SIGNAGE TO BE LOCATED NEAR - 4. ENTRANCES TO ELEVATOR LOBBIES SET W/ CONC. ANCHOR. NOTE, _ : - PER ICC ANSI A1171-2009 SECTION 504 51 e a - ° 4 4 _ 3.) BASELINE OF CHARACTERS TO BE MOUNTED 70-120" INSTALL MOISTURE BARRIER �' - 4- INSTALL ABOVE FLOOR FOR VIEW DISTANCES OF 15FT-20FT ELEVATION SECTION THE LEADING 2" OF THE TREAD SHALL HAVE - " - �� d� A SHEET NUMBER BETWEEN UNTREATED LUMBER - - BASELINE OF CHARACTERS TO BE MOUNTED 120" ABOVE I VISUAL CONTRAST OF DARK -ON -LIGHT OR FLOOR FOR DISTANCES OF 21FT OR GREATER AND CONCRETE SLAB, TYP. LIGHT -ON -DARK FROM THE REMAINDER OF THE TREAD 13 TWO WAY COMMUNICATION INSTRUCTIONS 9 ELEVATOR PIT LADDER DETAIL 5 STAIR SECTION DETAIL 1 RATED SHAFT AT PODIUM 3rr _ 1 �_0++ 112" 1'-0'+ 1 rr w 1,_O+r 1 112rr = 1'-Otr J o_ z � � ao a� a� a� a� � � p � Q —! m � ' ' 00 1� N r �' � � J W {V � �. -mom �-- �.-.. Q.. � (� � t" O N O r-- Q W ...IJ � ��i �, I � u�, � W � � "� CI) r 1 �-- 00 �Sly�r.>E i tfr�iutiid� Yfi i,,�i FS,v� � � � � � O O O �rr� � � W � (�l � '.. .� t �� k.qG >5'>�f �' 1 �i. L.Y A�j 4: �� i Y 1� A� � � � � z b$ a �JJ�� . r , ,; x� a ue j �+ I �� i A � Y � 'k r � � � � /"_ U U N W N _� Y �` �� ' V �5� '�r � � 2 W as a7 � �" G7 W W W m m � � W � r � � i� � , � � �`_ 1 ��, , � r�F � 1``' � � -� � � W 4� � W IJ.i (j wl�� h �� . _. �s r ,�� •M O � � � � � z © • �JS . //��''�� . i �/y `. //// `i W � w � 6 �`c, ii �'� f,,�'s ": / //✓`p}�� ❑ V 1 1.� � w� z (/+z�■ z � � � V `I` /�� LLL �" �� k r r a P p y T I� vI W � [4 f stt Yi�'i a I(' \ r `�� %� , \�./+�/`J�y+ jW�1 i LL a ^ � � �, 1,,,,1 �� ,,!\^� T / � v � � � � � LL U U U � U � I lY � `V,' L.�l `T / - ( Y �; ... .. �. � ` � 1� ��....✓✓J a � +� u7 �.i7 � � 'S5 C ""�l �'�'. x�y� w',�-'� �`"� h _ ,°hE' ' �e ❑ w � O W W W � c�•� ;•�, `_� • � [ �� o � c� c� ,� 3t, _�� 1 r =� r,:� W �— � � � � � �., �--1� > r„ .c} Z z � �. �r emu— � � � JY 9•f+r ��irx.0 f �. �y:l�'' � o � O O ❑ - -- o �c � o � 0 0 � `' U U U � L�J � �l'- N fn tv N W ❑ ❑ � � �� Y rd I ._ u !M�, � Y.y I� I� � � �11'� ' � 1 H— �. - - �. _ - - _ . .. � i ] . - N �- N- W W- r - �/ - - — � � — ' ._... _•_• 1_.. � N ' N ' N ' N ' N ? N I I Q 'r � � O ' '� ' '�- - - - J- I I I I I o o I I � � �' '� � � I I I I I � O o N� o a _ Q '}� Q N '� m N m 00 � II �� 8 IY u0� � n��£ 0� - IU� I � � � . I oo I 1 Q o _� � � o f w 1 I Q �-Q o� m ', I _ -� .� �, Q _ - � f ` ,, -, I I L- , ---- -- --- — — - — - ------ --- —'- - — ', -- - --------- - - ---�_ �^ - - � J t J �- - - - I _ ` ._ -_ �.L � - - I � - _. � � — _ o � �.. - � -------'---- o --- - ---- ---- o — ---- -- — - I-�-- -- _ -- - --- —------- ---- __ _ — � � _ _ ' � I U--!_---' � � �� "`�' — IV Ili — I Y 11� " 10 IIV — I Y II� Y — I� ,� —'' ;- -- .. �. ,� , � , ; N � �� -_ .-- -. �__ ��, �. I6 ' i � d � � - V 1 E �.... .. � ' ..-_.- ._�--.. I -- - M M M t� C� try ;' v i i o �� E M -� i - ' � �-...---- i ---- .d � ..- � �..._....... . .-_. o I � �� E IW r n.v. � � O - cn � 1 �, ' - F— o z W I .- , ; - C v a ---- � C ,�I ..- .... _. I - - I I IISIL Z - ,6 S = ' . ,� ; - . I -- -_ I �_ !I .d • , .. ��ti Id U= 4 W � \ J � � \ 1 • 1 •f 1 1 1 � • • � • 1 1 1 1 - • . � . � \ � \ � \ ' / \ / � / \ .1 � � / � / � a ' i � i \ , •1 Q- 0 I � _ __ I - - - � � I I � J� �� -.-.. _...- .. ..-- I I• --- -- ._ . - _ - .. _-...... - _ _ - - -- — - __ -- -- ------ ---- - -. ._...-- -.. __ _ _ E — �- E � -... - .. - - - - _ � __ __ �_. _.. I , •� j _ I � 1 E _. _ q 1, - _.. I �- I I I � �. I I r - Q I- -- - ---.. _..- m m m Q m ,-.. _. _ . /� —� — — � - - - I— - - - - - _ -' - - I— - '---.-�' - —I � — -""' .--._-. - -- - �7— - `- - �7 � I it .--- - ' ------ ---- � ' .-._ 1 ♦J - ,I ` - :! Y IIZ — IZ ' I10 '� IlJ � II M — I Y 119� — l V � 118 116 � I Y BO — I 1I----_.--- � i _... ....... �� '--- - �-� � � � _ I _ _ :. ._ -. - �. �� CJ- - - - _ �- - � 1 - - - � � - - _ _ -�• , - _ _E I __ f; � L � J � J � J �� Inp O11�� i rr� .rr rrl � � � w— � � �� ,, 1 1 r � 11 1 1 91 L� • —RY + +1YTT+y � � 1 ,� �— . q . ��. 1, . }Tl�q T ',r. v' ww— �.... r� ��+/ 1 . 1 . 1 '. Q I , , 1, , 1 1 p , 1 ' �� g I 1 1 'y 1 � q 5 •S� � ,,¢I C •R ' „ � � ter. 1 . A� � ,d V d 9 •1 �M - - C') .� 10 0 c,� . \ / � / M M � I C� C��} � � M � 1 A I w Y T T T T � m o - � o ;d I O 0 0 z o � , , l __ r w� I L ' 1' 1 a q d Q., 1 ?� o a b� 9 � v `� �1 1 1 1 1 // // J/ LLI .1 ,: � v 7 � IIZ � 9� �£1 4 d 1 1 p• � �� a o r 11 ' ' O ' 1 , 1 d. �J • V 'V • .V 1 1 O , •� . ' 1. , ' r r 0 � 11 .p .1' O ' • 1 r - _ N I I I,,. � 1 t .1 � � ------- ----- ----- — — — — — — — — — — — --- � .� _.� � .�_ � _ .� _ � � t � E � �� ,, , O 1y L 1 1 � i I I I I I •pa. � I U� • 1 I U c3 .�� I 'Q I a ° '' �' M 1� . - _ i �t � I� Q .° I I 14, i � I a I � `o . o - � � � — - - - - �.,. o �... ,, - F �1 rl i 1 � - r+ 3 I T O r ' � a I m I I � I I�� .: :! _ � w d' __ _ � o _ C7 `� I � � � . I I _ I � .. .. � t3 - �` /'� �:: - -- � Z ' � .` C3. �� " d ;r �? N � � " U .::� _ . , , ,.,, . . ".:: . - - ..�.�. al u7 ;: ,,a : ;; �,, � �i �, , :: 1 F„>3„� .,, �ws t. W _ _ :a ;: �:: ;:': ; �.: : '; � � .. .. ,... .-- ..-. _, .... .... .___.. .... .... ,...:.. ..... -: erF�f. ��.� " _ � 1. .. ;�. , - � � ..: ' .. .. .... .. ... ..... _. ..._ _... ... .__... ..... _._.. _.:.. ._ .. ...... .... ... ..... .. .. .. _.... .. _ l,ft vi<r,. .. .. ... .. _. .... .. _.:_ ... ......,. �,..:: _,. -: .. _ �..: _ _ .. _ _ _ � U �� . . ,, �� :� - � � � ; -Z 1 f {., �� IZ ! Il I � � � I � V [+ },, �� , . . - �� - I-. .. .- .. ... - :. -. .. .. .. .. ... .- .. ,. ..-.. .. .: . .. .. _ .......: _.... ...., :_.-..... ...._ ... .. .... ... ... .. .. .:- .... .. .. ... .. .. -. .. ., : . . .. : ... '..:. c' .,..-.' .,.-: . .. .. - .: .a' -: . - ..... :... .:... .:.: c�: r'. C. C I � 1 W%'x'��n�l ��a�iyts��aa�>t`k;�S stE �. ::' .� ... f .. . j n� y . ..': ':.; .; ";�x4�Y� Yi✓'� r,s i� 3 Y � � V �� fUi �' .: .. .' 1 �. � � � r �� U1T�n� E��wu'..; 1d�1��rKh I£�G '( Y,�..\$ t . jYF� � �x� ifi�'sj E � �� I `�w�� a� � ' _ — — -- — --- - ----- ---- -- --- -- - -- — ----- - - - - - , 1 �. i\ 7K r� h)) �"<�ii } jj�� %3i � � 1 1 � _ __ _ �� ' �s�1�c�X��k%�''��4Syi�lCi'?i. �'��*�z \ 3 '[" I ��E�F �� I�i i�7��F tl � U � �'� • 1 1 f I �7�r ilG'(y". t�viE't/ F),� Y�dy; � , .. � -_ .:,� .: 1 - _ �_ .__ S";d sf iSi �F""v'L�yrii �>"e ��i�iY4 : .:.: : -. .. � ,r:. .-- - sL��Y�s�r�i�� t"Y y:� _-..-. .. g -.. :' ... .: :: :. .. .. .. .. :�: .. ... .. .:. .. . .. :. - ��a�}YS}i a1 y $` r�''Si �E 1)>fg_ 1 � I � � e}`fir }}i`�u 4(�1�h�%Y„{{ tE,� s.: � � 1 �# �i'�E�v{{��s�d rS'Fiy�{E;�� tr ��k5? �, ti I I , -� 1 h�.�7 a3�f✓�..r. �Z`a n>g I I 5✓3r;�Ss"a. ?z`f�':>L{�A�i�;�'E:r �Fr t � t • 1 ,��{t�'1��:, Y�J'S`Y`3�3r rj�k�Yat3 _ i. �: f I /� ''t}��'��v'�)�1��„�� ; i'v a� v is i � VJ `�f � X3 1 5,..., 1t��y1F x f}.0 � �7' J�s�4 r12 E,�f�t :. t� t I "f >2<f I a�f�y e��f y'' v 11sty ,. I ' t"J �' �'<. tSr Sys. },f¢7 j �iP Y t Pt�:: i� �� psi �aY+I�ryV�bt��k> � � I - r� r�r � rY�. '3T ��fEr1"�� 1., - t. � � _ �Uti� p7�1i a13 d, W ��),�iv5,.v }�t: I .r{, �,s IY � �� t 4 �� I �. � 1 1 3 �,,. r�i� , RY; G 31 v� j. !it g 444 a ip3C));fiiiiy�'li��?4�(([[��1s'�v 5��i'.{. < � _ $i 3�S � �. �Y:�lt`� t -: S. � � I Z r y��ix%�l?. ceyzt. >Rrxx itEs.'� ..�r, Ev :.pS�, 7. �) R3 A b . >^� .�.... � �r � � . / J/ / / F- o , `aJ¢}°ps .uS.niE�+t�T �s'j'ia�Ei7itty. � / � i� i w�� 1 I ,� "3 °l�ix' '�yO�fC��oi�1�h � � t,n �`" <t>cY �:��xb�a..`l�$iAA �j�f s �,c T �J �_J � � �■/�] M 'N �,�, ,jd,�,.,.Eyk pry =r N N �� - .�0 37.{� t�i 3,i �+.�,�{> 1 .F��Jr��; , ��z� ,�,�:,n t N I � I �' �� NCO � ,,g�,,}� .} � -'. i� m k5+r}'�'��35 'j��j$�tS ,��4Fa�-� o ? �,i, ,o, s�� ,,> v��: oo as I I �.y. i.- ,,, S� � k -� � � I ...MI � 1 ��,��s... � r �, ��7 1 � I � � ....1 r �� -:? [C i �� i � �� Ei A � � �3:�Y31 g >?�, 7:� s.:: a. , ��C: ;! �Y ��. S �Y� I 5 �� 'd, i�Y ;'.ri/. tYE�t �� I �ii�r��2�ts �s orb {S a��,t ��E.� 1 1 E ' (( FEZ ��Fty �i} �. i,`: +, i�t§gar, .; _ _. i 1 a�, , y f. ,� E f s- .. � . .- F 9.t., ... s t s, -..- :. - .. ': :'. �: 9 f r �< Et f„ n v t: ' ..2 t.;o i, q. .., .r" ;. ..:. ..- 1 i il S .. � A i e .S. _ f .fit J ��,`s .,,b.�. ,1. ., t 1 .v� .. J. !<. � 3 .j v. e V J ?. f, .J....d"'rt i1 1 J 1 1 d:< � t r s 'i , r n t I �+ s V9 t *, a ...}� v .!- i �' � .. .. _. .. _, _ ._.. ..... .. _..... _ .. -., . '?E„ %°. ix- r .. .. .. ..... . :... ....... .. :: ,..- . ,... .... .. - tk., E .a �> ,. ..:., r7 ,,..,..... :. ...., .. -:- .... ... ,. .-.. ..... ...-. .-.. .:- ,. .. .: .�-. � .,.,a n. S. .� .�ti . 1. �.l. ' a .�, t,A I m nvY Y.t h�..S, ... .. ... . .. :.. ,.,. .. .. ,... -.. ,... � ,.er, ,N S? NE is ..:.. i" k 3`y t y� �}S' i''�! 3�F.c fy '{b 9 2 :.i. i 1:':I. '::: .. ... .. I i f •a��. 'i:v : .. . 3V >i�U Y.3 rxr.: .:_ ��' r ...�.. ..1. i.�i'k7i". }..�.-.. ... - _ v. �, ;� / :.:' .... :.v1....w .. (� 5?i5`��i .asrti�rss�?��a'i�z �.�✓y' .. .:. �� ?� f �ty�Yrf��Y��fyl�h tl k._ � - � 4s3r,��\y`�S�'i'ff"V's� ,iZS`,K�$SA '� ff ,kiyY�l �r'�h�fE�t�eF s'i-��' s .. 1 �� I �1 {,t�i,�i}rA Yy; .S EI tzit7q� � � W _ _ _ � • i d i ��t /� l��f� 3 }}�� Q IIF It I - . 4 , � z __.__ i ': .. .. .. .. .. .. .. .. .. ..... .... .. .. .. ..:�. ., I 1 O � • ,psJ/� +Y��4Ilk).y. . �?at�'.�7�r°,#°4}31t ZvsFr,}';YF`�'�t�+'.z _-_,__ -� -- -- - — I — - — � � I � — I i 1 � �t �5 srli4`. i��1�11�`Ei`�`u trls s i 1 � _ i I I r �Y�LIy"° �.')'�(("° �i��i�y( irT"r i L.L. L�`'Y Y'")3 n.'�iYt� <5'f}..t,:a�rSEf 1' 1 n � r'� < f 4x� ,� Viz! ; .u,, rE>;, � U I W �'�T�E�;�. ��'r. �'��,�E� ter, � I tSz �3i f l`Si'i. rsj Eo�t;-. �ttEE } �� Itl�y��`fif(Sfl f;j ln=L �?}.rk - 1' i ;, � % \ Z y��lii�t^�f hl'>�,��3v:E Ji 1Y-. � / \ I '�t �siY�'Sfiw`r1T , w; Ywt yVtl�) i' ' �. 4 � / � �.� �r'S3 zz�>��=Er�' �d�f�j};: v � 1� � I U ,,��, y��J st f�j�fy ��! y�j � ; I �'p�{;}j��Yf74y�,,.;�lE �R"` t�. s f � / \ —.1 :� t� ti+�i j:r } i �i dirt F�. r aC�/'�.5t§�v1� {.Z}i�5�,xi / \ � LLB [ ' . e�i�`��11��';��et�CiisS �9.s F � V V V � 4 "�. �' � / - 1J O � I Q � I I 3 3 c � `� �Yt�� r Y a +%'s '; I S E 1 � t� a ��G�� I ; � � U o �t�t�z ,> . r... �.. �.... E. r ,�4�� ,�� I � - I i �'} tF�}�T�ar�i`t 4�y,t�� i-. 4 i�, ,..: �s, � „L ,f . 3�j - 1 I �. , z �' ,., t r.p� i`.x�� `;, / ,t 6 d� ,. �F. .� k p) �!4r f£i.'$ P,�� :. y � r >.iA.. .. � t .� : � Sir( y � _..'. .'. .. ._ .._. �. .. .�... ... - .. .. .-. ... .... - / '�w - .; .. ' '. '.; y� ... .. .. ::. .. .. ...... .... .... _....... .. .. .. ...... ..... !.. .&. : �S/ S S li 1. i ... .. ... .... ... .._. .. .. .. .. ..... .. .. ... :...:: - }rA: <fR ..�.t N(.: ..� Yt� ., �� <.<i . �`i5 � . 3'y. 1 ... Nle ... ��,�s 3E�°i S�°s�fi�� fr3a Jr .....: :.. ��, ( .. . !i yA'1� ( �b/��/'`7�i �hr Fes' f ;. �j�� r€�Yra'{�}E7�r��Y'77�'�i1� I i5L i�4N�V } Zlt }�Z/E( �f �� ;z D r ,�,�, � s �>F„ �; � I r �' �Y �.R2�, L� � S) WJte'i E � � � - - - - � � 1 y{>.y �� f 3 'fi>B raY"� 5 � • - t '. 5� 4 i � F �+ e- } ;�zx1��f ��,=;xr;��;s i I 00 i f r, I I o !> Y 1. i i ... ':.. . ' 'Z2 Shl i t t tl� Y' v � i. F a { cf}}JJ�, ♦ V ':�3 �V t��Y(y��i�� , 442i1�i �: � I �� yE �11 t"t 1. �' d« € � ' �xF 4r �,�, ��S,T , ,.. L 1 FSi`i/�77 �r'�'3 �v��\`�Ytt�' ��u i I � r '. YU�"a�jy�F 2�.;'y�i�("��r +,tsYs�� e � � i.: �' I 1 ��3k��5iif(�%P�i E�Q�� f' l.��if'r,Li'ird��S��(��E)E. t'� Z f 1 I � 4 1 �. 4 (( }?F' 4 6 ��4}7�J��d�87 'j S��MY�� k�R `� �� I 1. I��1��'�46 t�Z't£n�i,,t�� ni YE�'� I f � E � , i . �,�,�Ev+,� rt�,��,s I I E E � ? /�� I I f h c �' � E, s��;F� � � 1 N I �, � d' �. o : � I V ( � � i > 7�, �:��I �� ,f�,�� , , , , , � , � , � o � T o T � I � I � I v � � 'T. {F 5 - - E 0��4�jat ��i. I I �� E �� I � . � d(�f`�ij� r u'�q,�,t�� r �. ��. 3 � r �> i��e�'�ic�``�'�;�`�di�i�r�;i I I , _, I � I � i I rx E3Np �f „IIF� ,rijitg_1�4 � � y I >� U s�75 `��5��°4t �� i - �,�P i�f��t,2 �M31�i,��r 1 I ,� � i F �� F ,. ( � � { ', a IiE,�� ,5 A 1� �?�::. i S I �y f ' y i ..r.S.Rr Ff e - .-. .: . f } 1 l � /. , . -.. .. ,... .. : t ..) .. r .. i ,., ,� 1 E . U cn r �,: E� �",,,� I �.f.,.. ,�,.� s i ,t. �,r.�.os�., r �.. � , 55+3> ri � .eEE '� d� �. v yr E rri+}u., r . ti .+�. . t� .. rv., ...i, I _... ..... �. 4 ,.. 3 5 ..t.. rY _. - ,. - .. ... .. .. .......:.......:. . , ... ,, 3,�5 ., � �.Y4'�,. ,..: r .,5 .:. Y> x .hE ^:., 1 1 S4s , � . -- -:'.:: .... ... .... _. .. ... .. .. .. ..: :. ... .... ,. .... .. n.c�.4 HJ .c .5 5 4r�k� ,�f,l,�s�z.„„t,�,,.,� �: . d ,�'dY. ,z�raUf, i yF ¢.,. .. .. .:. 1 ) Y :: , - : '' k k tl �r d F i p�T y : - } ,��t°Ui4�'f�`� rt�� i�y �Y�5i7�3��t� 4' I I I sS€ tF> � � � �-. '- '� �'�klE�sl�rr >�� x�k�iklEngr E s�... _ _ I �4 5 �z,<f =rs s , 3 lit , v, y=r � �,dr� �"ar xs'i _ _ �4}ky�' £}��}'3�f�'E��ry Y sy' � �� .r. ❑ _�-__� - 'yk r E ` �� ]'I�'�I �� 1 ❑ f \ � I � � �� I I I I I o � � ,I �. W °° _ �� __-__ - - - � - - - r . �1 �. - - - — - - - - - - - _ - �� r ----- — - -- - - — � � S��1�18 �b U - 1 L.L I -_ - I � ", I I i I I ❑ 116 — IZ liBl I O 1 0 � E = � I - Y � o ❑ o � ' \ / \ / a '- � �- � oo I- 1 j. i- - � ,�... � � � _ I W z _.., .: I I �' � I a z I !� w W W � � z - i- - - -- C� M W W _ � . __ - - - __ Q � � � Q = � � J Q o � . I - - - _ .. .. -- -, , . _ ,. ., W M _ ,. (,,,) I I I I I I � o� � � z v �� 1 1 1 _.____ v . _. � - - �: _ _ _ ._ - -- W �� - _ ..,. _ . ; � _ I ,.� - _ _ -_ - . -_ E .. . U � ,. I i 1� N`�wl - - -- I __ I� rr nn W V - ,� �1 � i 11- ..... I �..;I i - � � li � d- J '� i j: E � -1 - � li � � �J i - .-- --- ---------' � - �:.. k � � f { � � � � I c� a z� M v Q � � o! �n_ �-_ cam= N r�: N- � � ro �Cla� �I%� OCIa� L�la� �la� �Icn � i� � c� � r `•. I �_ N_ 4)_ Q3_ N_ �_ N_ (� I,. N_ / �N �N �N �N �N �N ��c-- � N� Q} op � h- N CD (U � N '�' d? cY? N CV � J � J �- J � J �- J '�- J d- _I �j- Ct �- ..I �- _ f , N � � � � �0 U U U .,�: �, 1 2 1 1 A401 A401 0006 0006 CL' CK' cil (CH') CS C6' CT Cs' C51 C6' CT C8' stuMEND ! jjj 7 I i I i i I I I I I I I I 1 STRAZZARA � I I ! I } ARCHITECTURE I I ! I ! PLANNING I I I I Level Roof Level Roof CONSULTING r n � � I I —i 1 n 482 - 9 I I i I I I 482 - 9 I I I I I I I I I I I i I 2001 WESTERN AVE SUITE 200 L Seattle, VITA USA 98121 I I J I I I I I 206 587 3797 tel I I ! I I I I I I 206 587 0588 I I I www.studioms.com ! i ! I I I I I 1 I I it I I I Level R5 Level R5 472' _ 911 —----�--- --� -� � 4721 I i i I I I I � I I I I I I I � I I I I I � I I I I Level R4 Level R4 _ I I - - - I I I I W774_6Z _ 9- I I 4621 _ g11 I I I I I I I I I I I I I I a u s I t i I i I I ti Level R3 I ' I I � I I Level R3 Yy 4521.911 �-- 1 _ 11 Y = 452 9 .. I I I I I i i I I I I I Goodman Real Estate I I l i I I I TITLE VLA 'l"Eft& Iff N D I I ! I i II I ! I I I I I I I i I I � I Level R2 — — — _ I — ! I I - I I I ! —I I Level R2 1 I 442' 911 l I 35 ; 4 I I I 23400 HW Y 99 I I EDMONDS, WA, 98026 fit 11 1 I1 11 11 I 11 11 I 31-411 4 61 -8 4 2-0 I 4 91-4 4 2-0 4 61-811 4 31 41p I I I PLANTER PER LANDSC PE DOG RUN PER I I STAMP _ ( LANDSCAPE 42,1 HIGH I _ ! I GUARDRAIL PER I 618� REGISTERED I LANDSCAPE I - f ARC T •- - P I-�N�Q� -—COAL CREEK RUNNING I I o - - I — '7— BOND BRICK. I HOT APPLIED WIDRAIN MATT CONCRETE BOARD FORM SEE PER BE 1NITH BALLAST `• a d _ ' COVER A200-202 FOR LOCATION I _ 1 LESS AZZLevl R1 STATE OF WASHINGTON 43eLevel R1 I _ 432 2'-g d .- _ •- 1 a5 C •i - - a " 4 a - - - .. - ° . a a - � _ - - a _ a -d a - � ' -• u _. - d • d - _ . -° d 1 - J e - a - - s 'n • , a _ Ir _ _ 4 _ Q � - - d a - - a' - 4 _ - '� 4' c _ ` - _ y — I I � I : 1 KEY PLAN ti BLACK WELDED WIRE MESH SCREEN TYP. PARKING LEVEL P2 } I a I• f ! _=r _ 2. c� I I I i I 200 COLUMN PER STRU, l i i l ! 1 - ? i --f 77TTRAFFIC COATING PER BE I I TRAFFIC COATING PER BE I I i I I I I L vel P2 _ e _ Level P2 421 3 1 11 I _, , a , . -o - - - _ ° - a ° 4 . .' a -' - _ ...:. j, e _ 4 -• c ° - d - - - 4 — — 1 11 - -1 1 1 1 1 1 1 1 %1. 1 1 1 1 1 1 11 1 1 1 1 1 1 I I AVG GRADE - - AVG GRADE — PLANE _ ExT RIOR WALL - 8 BATT I - - PLANE R R 8 GATT 4171.9 114" PER E I -- - - UM) 4' I— PE STRU. - A800 } I GMU,, PLANTER PER CMU VEHICLE _- LANDSCAPE VEHICLE f FINISH GRADE a E L w _ _ I BARRIER-- -- -- -I - - ..a BARRIER , _ !1 I PER CIVIL PROJECT NUM BER .2 PER CIVIL Level P1 Level P1 FINISH GRADE 4-103/3WT 409-10313209 2 I ------- 18305 46 _ UCT 8 4 d I a a d SOG PER STRUCT SOG PER 5TR ME=E d � - �� .� - ._ ISSUED FOR: DATE: 11\ _- NoaTioNiFooTiNG ---- -- - -'_ L----_ I- F4UNDATIONIFOOTING '�_-_-_--_------ I � -1 I - ,I -- BUILDING PERMIT INTAKE 12.18.18 PER STRUCT PER STRUCT _— PERMIT INTAKE 2 02.07.19 I --- - - , BP CORRECTION #1 Al 05.22.19 11Er BP CORRECTION #2 2 08.01.19 I i 1 I I BP CORRECTION #3;73\ 11.14.19 3 EAST ELEVATION GYM AMENITY- ENLARGED 2 Section 3111 1 Section 30�1 114 -1-0 1/4 -1-0 1/4 -1-0 I EXERCISE 102 APPROVAL BY: a , DRAWN BY: LB, MA, AZ, AW I I 7 I CHECKED BY: LB A803 a C6' 3 — — I _ _ 3 _ _ — SHEET CONTENTS 18 18 CQ ELEVATIONS & WALL _ _ _ SECTIONS _ i L Ir / / T 1 — rl 1 1! r - 11 1 - I 11 1 - 1r 1 - 11 1 1, 1 - ,r T - 1! 1 - 11 ''•� I n ! I 3 8 6 —8 2 8 9 14 2$ 6 8 7 —0 6 8 2 8 1 9 4 C8' I 409.16' I 408.42' I r {.k�-�` r £ "- #' SHEET NUMBER ! V i If • � 1� � �� M rl •y/ \ 1 rf V DM CL'(CK)CJ' CH' 2 A401 A401 ENLARGED PLAN LEVEL P1 GYM AMENITY 4 11411 _ 11.011 3011 2411 3611 1511 3011 1811 311 3311 1811 211 stud'OMENG STRAZZARA / , \ ♦ / / \ \ / \ /' _ _ DID — _ ,' / ` \ ARCHITECTURE A500 PLANNING CONSULTING co 7r 2 /�;•!�/ / ,',� ,� • / 2001 WESTERN AVE SUITE 200 Seattle, VITA USA 98121 faUjl 206 587 3797 tel FURRED WALU v BACKSPLASH TYP. O O O O 206 587 0588 00 /, ,, - , \ • \ \ \ OI F www.studioms.com DDQ � DW \ I PAN REFCID IN I I I I - Oqp 30" 36" 15" 15" 211 1 81, 3311 311 1 011 3011 1 511 3611 2411 3 0 11 211 2 KITCHEN 1- ELEVATION A 1 KITCHEN 1- TYPE B PLAN 112 -1-0 1/211-1 -0 3'-0"MIN CLR 8'-211 L — — WALL BELOW COUNTER — — — — —.- f' c \, ' K Y u=Z 4 0 O S-tiG1. IT II 11 11 II 11 1{ � I _ , •� s£ ,� r "�' '£ ��"} 1 112 . 33 18 21 30 30 i R ✓ 11 O I Cti? �" z •u z 4 ti 700, h ; f DW I s t K I! ii Ile __ DD / / // / \ A500 t % / Goodman R ate ood Real Est co J FURRED WALU TITLE o O O o BACKSPLASH, TYP. —/ —� 0 0 ,' / r O cn \ c_ _ _ _ PAN � REF EDM%w# %up \ / fi 1. 3011 301E 2111 1811 3311 1 11211 36" 33 26. 18 21" 30 2'T 23400 HWY 99 1011 EDMONDS, WA, 98026 7 IT 2- ELEVATION B 6 IT 2- ELEVATION A 5 KITCHEN 2- TYPE _BPLAN_....... STAMP 112 -1-0 112 -1-0 112 -1-0 6181 REGISTERED ARC T LES S AZZ 2411 2111 3011 2111 1211 STATE OF WASHINGTON KEY PLAN 21" 30" 21" 12" I I L -- �_ - -- ------L__�- LLj I I I I � 1 • M C t O ' •; i \ I 10 / -/ I \ / \IN // I U L LLj PAN 00 CC) 00 OD FURRED WALU ` FURRED WALL 1 BACKSPLASH, TYP. a \ o O O O O o BACKSPLASH, TYP. 0 0 I I DW o REFR, JJ M 0 / ♦ / \ m I 31" 5' - 1 1'1T MI 24" 3011 1211 /-� PROJECT NUMBER 1811 18„ 18305 12 KITCHEN 3 - ELEVATION C 11 KITCHEN 3 - ELEVATION B 10 KITCHEN 3 - ELEVATION A 9 KITCHEN 3 - TYPE B PLAN " = " " = 1'-0" " = '-0" - 1121'-01 I21121 1 - ISSUED FOR: DATE. 3'-0" MIN CLR 8' - 3 11211. BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 3 11.14.19 --------------- WALI-BELOW--------- ------ 1„ 33" 18" 2411 30„ 241, 1811 2411 311 0 0 71 �- MEN I 0 I M j< APPROVAL BY: A500 \ / ' DRAWN BY: LB, MA, AZ, AW \ 14 I CHECKED BY: LB \ bo \ L% / � ENLARGED KITCHENS & BATHROOMS NOTES \Q FURR WALU SHEET CONTENTS/ BACKSPLASH, TYP. / O O O O 1. FURRED PLUMBING WALLS REQUIRED @ 2 HOUR RATED ASSEMBLY (AT STAIR/ ELEVATOR/TRASH CHUTE). 1 Q - - - - - - - _ - - - - - - _ 2. SEE SHEET A900 FOR CLEARANCE REQUIREMENTS FOR TYPE A & TYPE B CONSTRUCTION. , . , . , T T O I ENLARGED TYPE B - 3. SEE SHEET A900 FOR MOUNTING HEIGHTS AT'TYPE A' AND'TYPE B' CONSTRUCTION. / ` 0 \ \ 0 ' . /' \ \ 0 ' . ' . DW PAN REF I I I I I KITCHEN PLANS 4. COUNTER HEIGHTS AT TYPE A, UNITS SHALL BE 34, \ 5. FURR OUT BACKSPLASH 1 WALL FROM TOP OF COUNTER TO BOTTOM OF UPPER CABINETS AT KICTHENS 1" TYP. TO PROVIDE 24" MAX REACH RANGE TO SWITCHES & OUTLETS \ \ - " ' \ - "E qp___._ r \ / R PANCAKE X ULETS IN PANTRY SIDE PANEL WHERE REQUIRED TO MEET qp rl 6. ADD SIDEWALL OUTLETS O E BOX O S Q E N ACCESSIBLE REACH RANG O OUTLETS 7. ABOVE COUNTERTOP ELECTRICAL OUTLETS AND SWITCHES (INCLUDING USB PORTS & PHONE JACKS) IN 30° 36'1 30F, 24„ 18,1 24,1 ,I SHEET NUMBER 24" 18" G DEPARTl 24" 30" 24" 18" 33" 1"U[ENT CORNER LOCATIONS OF KITCHENS WITH 'L' OR'U' COUNTERTOP CONFIGURATIONS ARE 36" MIN.44 �� OF EDNONDS� TVOOL 8. OUTLETS SHOWN ARE FOR ACCESSIBLE REACH RANGE DESIGN INTENT, ACTUAL OUTLET LOCATIONS MAY To F.O.F. VARY BASED ON FINAL ELECTRICAL ENGINEER LAYOUT OR DESIGN BUILD DRAWINGS 8. ALL WASHERS/DRYERS TO BE FRONT LOADING. 15 KITCHEN 4 - ELEVATION B 14 KITCHEN 4 - ELEVATION A 13 KITCHEN 4 - TYPE B PLAN 9. WALL AND FLOOR FINISHES PER ID SHEETS. 112" = 1'-0" 112" = 11.0" 112" = 1'-0" 3• -) .. 3�,�, �i�•. 7, _ 511 .� �� °4R -- _ �' _______________ stud10MENG1z" 33" 33" 11�2" WALL BELOW COUNTER- - -........... 2 ST RAZZARA 0 0 � � , � � , _ , ARCHITECTURE / \ j d ... / /J [� o PLANNING T jJ�J /` /` \\ / \ �/— �� ,G/— // ❑YY ! CONSULTING i , � _ I O M � ' . \ \ / �� \ \ — — — i' \ \ / — � -- r / / r i Ir— �11 \...- J] \j.'1_____ Ir �/ % I = 2001 WESTERN AVE SUITE 200 FURR WALLI if \ /,' / ! I T �7111 ill / f BACKSPLASH TYP. f / # r ' /— n %t\ /— I N Seattle, WA USA 98121 /2/r // ! i _ I / /�., , %I I � � v °°4 / / \ ' '. , . 206 587 3797 tel %; !, , FURR WALL 1I p _ _ o A501/ 3/ " 206 587 0588 BACKSPLASH, TYP. _ _ ��/// o 0 0 0 f rr^^ E� 4� Q 0 , : . %1". '% �. . . . , . . . � I � % , . . a - / yJ r i - I i 4f,'f / I www.studioms.com I # , �, r \ Q \ \ \ '/KITCHEN/ 1/ / I _ _ i' _ % \ / , '. M co '� / /0 I I j;\ / % ; \ / f f// \ , i / /ill r f I I "' 311 2711 24„ 3„ 1811 3011 1811 311 2411 3 11 24,} 3611 3" _.. _..--- I --- -- ;e r7 ------- _ __ — I ---_ — I ; I I REF. I----- - t_ KITCHEN 5- ELEVATION C KITCHEN 5- ELEVATION B KITCHEN 5- ELEVATION A p r ► Tn. (: )_ N I 112" - 1,_pt, 3 112" - 1,_p„ 2 112„ _ 1'_0„..P. ....... I I I I (p I — ,..%.,-.:, . '� . . . : . � . . .. - . . . r . : .1. .L - -_ - - - [ � . . . I � . . , . 4 1 . Al %42" 1 2" 33" 33" 12" 1 KITCHEN 5 - TYPE B PLAN 112" = 1'-0" ter` � _s �� ? f1 11 }} „ ff ,1 f} ff , 33 24 51 30 15 3 33 18 pA f- h Z� • �T r r S t -i e",.. e �. v 11 \ \ , , . \ . \ . ' ' - , \ \ A501 REMOVABLE CABINET MIN 30" WIDE X 24" DEEP WORK . / x= i �� ;. .>� ;.�< 11 Y. v v - - UNDER SINK, TYP @ SURFACE WICLEAR FLOOR SPACE � �.iAl�� .0 �'. r j \ 7F ' TYPE A UNITS FINISHED FLOOR TO MEET WALL '' r \ �� , , \ / % ' .. 4 , \\ ,/ `\ �� 0�' \\ BEYOND \yx, ,a \ \Q �/ HOOD - �/ '(__ /r _ _ � / /, Goodman Rea! Estate / % , , r-, . / ,: 24 MAX REACH DEPTH AT TYPE E . ��,CN ,. /,/ �,�, , ,, / - , / , ,/ A KITCHEN OUTLETS �i �. , �, i TITLE FURR WALL l v--� /� \ / - - - ,� � � � 0 �/ %,___ I// // / / �� / .... BACKSPLASH, TYP. o 0 0 __ - - \ / / / / / / 1/ / %/ \ f _.._.__._ _ 4 / .... -- -- -- - \ 0 F— \ !0 /� v DW ,�' f qcl-I..... .;: HVVY 99 �, -- R0P1N_ --- -- - -- / / �� M o / PAN 1 REF. I - -- to-- - - - -- -{ / v I NGE I I I \ I ICRON � � - - - - -Ill I o 0 rMUMFMON %O _ - - - .____ - -.- \ - I i1j___ & . F_ 30"MIN CLR 34" 15" 15" _ 211 13,} 3311 3" 15" 30" 15" 36" 24" 33° 2" 23400 HWY 99 MIN 30" WIDE X 24" DEEP WORK SURFACE REMOVABLE CABINET EDMONDS WA, 98026 WICLEAR FLOOR SPACE FINISHED FLOOR UNDER SINK, TYP @ HOOD SWITCH ' TO MEET WALL BEYOND TYPE A UNITS STAMP 6 KITCHEN 6- ELEVATION A 5 KITCHEN 6- TYPE A PLAN 112 = 1 -0 112 = 1 -0 6181 REGISTERED ARC T r" _ter . REMOVABLE CABINET UNDER HOOD SWITCH MIN 30" WIDE X 24" DEEP WORK SURFACE WICLEAR SINK, TYP TYPE A UNITS FLOOR SPACE FINISHED FLOOR TO MEET WALL BEYOND LE s s A� @ STATE of WASHINGTON 31 11211 3011 1511 1511 . r OF:, �.'_ . KEY PLAN I "1*6 I I . �' \ \ I . . ; a 12If 30„ 18„ 33„ 33„ 30,r 1$1f 12f1 I I . ODROP N _ ,� - I� _ _ _ I I / - ,- - - a -� - I 7F / / / -1/ , j ,� RANGE I I - f I I 1 %'/ ,/ .. , 0 ,\ / � ` / \ i \ , / — �— / / \ \ i � - / \ / � / / �. — f — — / \ t� z \ , f I� — / / // '.":�� ,,.?.' �� ". M \ \ / \ I _jp0- - a C I I F \ ` \ / \ ' \ \ = Z I /� 4- / / f /� / I 11� \ \ / HOOD O i /i/ / \ \� �, HOOD �, .. ' ° f' _0. Ni " / N N m I r ` (. ' E. 1. - .....- I Or ..1�1- 1 ��, r - -� o{ - ---1 PAN FURR WALL/ �� 1 ) / / . / 1 �\ \ �� o o BACKSPLASH TYP. o ---- _ � o �, �� //, 1 /I 11 — FURRWALLI 0 ° ! ! I �� ,ASo� �?f% BACKSPLASH TYP. \ \ I '` ♦/, I I�}� \ / 11 o I 7 1' \ ; ! ! D} \/ / / — / //\\ M� �I r F- i J REF LL o \ / \ f I ! J / E - f �_ \ / \ \ / �/ \\ . I F-m H / :::::� 6: j - '.. .. ', 24" 1UZI 30" 1 2" 30" 15" 3}' 24" 30" 12" PROJECT NUMBER 27" 18" 34" 1111 31 fr r} —� , 68112 REMOVABLE CABINET UNDERJ MIN 30" WIDE X 24" DEEP WORK SURFACE WICLEAR FLOOR REMOVABLE CABINET UNDER SINK, 60"MIN CLR .18305 SINK, TYP @ TYPE A UNITS SPACE FINISHED FLOOR TO MEET WALL BEYOND TYP @ TYPE A UNITS KITCHEN 7 - ELEVATION C KITCHEN 7 - ELEVATION B KITCHEN 7 - ELEVATION A KITCHEN 7- TYPE A PLAN ISSUED FOR: DATE: 12 ,_ 1, �fo 1121, _ 1,_p1� -- �� _. 9 112„ = 1'-0„ $ 1I If = 1,_0„ 112 �- 1 0 . BUILDING PERMIT INTAKE 12.18.18 HOOD SWITCH BUILDING PERMIT INTAKE 2 02.07.19 1 3311 1811 2111 3011 11 3011 11 BP CORRECTION #1 1 05.22.19 Le BP CORRECTION #2 2 08.01.19 i. . . 11 11 11 }f 11 11 1F 1. 7 33 18 21 30 30 24 MAX REACH RANGE li�.11 I I I 6 (b I-, I AT OUTLETS & REF PAN _ _ _ _ _ 1 I SWITCHES TYP. I QILROP �,- - �, RANGE\ / / / \ N. / \ \ r r / I / - \ o �_ - - \ , ' -------- — — ZD r MIN 30" WIDE X 24" DEEP ' \ \ , / - r - WORK SURFACE . . HOOD \ / E \ � „�4� WICL AR FLOOR SPACE APPROVAL BY: I / - ! FINISHED FLOOR TO . 01 MEET WALL BEYOND . \ a A5o1 DRAWN BY: LB, MA, AZ, AW \ I cv ' / n I% 3 CHECKED BY: LB . � �. `�__< � 15 o 0 0 � FURR WALLI f 4 ENLARGED KITCHENS & BATHROOMS NOTES - \\ BACKSPLASH, TYP. 1 / /I SHEET CONTENTS n� q / \ / � 1! 1, / / , \ \ / / 1 FURRED PLUMBING WALLS REQUIRED @ 2 HOUR RATED ASSEMBLY AT STAIRI ELEVATORITRASH CHUTE) ; - - \ / _ _. r ..= 77-77 /� . \ \/ M x / / 2, SEE SHEET A900 FOR CLEARANCE REQUIREMENTS FOR'TYPE A' &'TYPE B' CONSTRUCTION. " M \ , �I '' \ \ . /"\ `� Q 11 \ / \ 1 ENLARGED TYPE A & 3. SEE SHEET A900 FOR MOUNTING HEIGHTS AT TYPE A AND TYPE B CONSTRUCTION. � , , - - - � i _ 11 4. COUNTER HEIGHTS AT'TYPE A' UNITS SHALL BE 34". � ,J. � DUV f 1 1 38 B - KITCHEN PLANS u ,/ \\\ `� I I 5. FURR OUT BACKSPLASH I WALL FROM TOP OF COUNTER TO BOTTOM OF UPPER CABINETS AT KICTHENS 1 I o o I 3'-0}' MIN CLR TYP. TO PROVIDE 24" MAX REACH RANGE TO SWITCHES & OUTLETS 3611 3311 1811 1 30 �L --- z / e L � /_WALL BELO COUNTERRESUB 6. ADD SIDEWALL OUTLETS OR PANCAKE BOX OULETS IN PANTRY SIDE PANEL WHERE REQUIRED TO MEET ' _ = = = = = _ _ = — _ = _ - ACCESSIBLE REACH RANGE ON OUTLETS REMOVABLE CABINET UNDER MIN " WIDEIT- 7. ABOVE COUNTERTOP ELECTRICAL OUTLETS AND SWITCHES INCLUDING USB PORTS & PHONE JACKS IN 30 I E X 24 DEEP WORK SURFACE r SHEET NU } SINK, TYP @ TYPE A UNITS WICLEAR FLOOR SPACE FINISHED FLOOR TO UIUDI G DEPARTMENT NUMBER CORNER LOCATIONS OF KITCHENS WITH 'L' OR'U' COUNTERTOP CONFIGURATIONS ARE 36" MIN. MEET WALL BEYOND � OF ED�DS . 8. OUTLETS SHOWN ARE FOR ACCESSIBLE REACH RANGE DESIGN INTENT, ACTUAL OUTLET LOCATIONS MAY REMOVABLE CABINET UNDERAps- VARY BASED ON FINAL ELECTRICAL ENGINEER LAYOUT OR DESIGN BUILD DRAWINGS SINK TYP TYPE A UNITS - 8. ALL WASHERS/DRYERS TO BE FRONT LOADING. i @ -) 9. WALL AND FLOOR FINISHES PER ID SHEETS. KITCHEN 8 - ELEVATION A KITCHEN 8 - ELEVATION B KITCHEN 8 - TYPE A PLAN 15 112„ _ 1,_p„ � _ .� ._ , _ . 14 1 I2" _- 1 �_pf� 13 1/2 „ = 1,_p,� �- - ----- � . SEALANT CLAMP Y y Y Y Y Y V Y Y Y cLAss'B' coMPos[TION ROOF GRID GRID RAIN COLLAR GRID �, GRID SHINGLES 0115# BUILDING PAPER -) SEALANT 7116" A.P.A. RATED ROOF SHEATHING OR DIMLINE 4'-0° (N.T.S.) 2 R FIRE RATED 4'-0" (N.T.S.) PREFINISHED MTL FLANGE 4'-0" (N.T.S.) 2 H FIRE WALL 4'-0" (N.T.S.) ! I 1 HR Roof wlClass B roof covering FIRE BARRIER 1 HR Roof wlClass B roof covering � z/ x PRIME SET IN MASTIC AND FASTEN � 1 HR Roof wlClass B roof covering S PA TIN 1 HR Roof wlClass B roof covering BATT INSULATION -SEE ENERGY CALLS & TYP. ROOF ASSEMBLY no openings permitted, fire resistant treated no openings permitted, fire resistant treated no openings permitted within 4-0 , no openings permitted within 4-0 , stud 10MENG SEE 411G010 FOR R VALUES &MORE roof sheathing VARIES roof sheathing ROOF MEMBRANE FLASHING fire resistant treated roof sheathing fire resistant treated roof heathing ROOF FRAMING PER STRUCT. SEE 431G010--- I � I INFORMATION � ROOF MEMBRANE I STRAZZARA _lL _LL _ ARCHITECTURE PLANNING CONSULTING x - . I 5 8" 'TYPE X' GWB DRAFTSTOP . - - 1 4' - 0" MIN TO FIRE WALL _ LOCATIONS PER ROOF PLANS I _ 2001 WESTERN AVE SUITE 200 1 t r1. (N.T.s.} I Seattle, WA USA 98121 \ `\ V _� V 0 AR 1 a _4==:L= -":L, ��_)\_ _ _A - JOIST PER PLAN -E-?4 - _ -. - , � - -_ • •, - - - -_ - ` :::L Z06 587 3797 e1 • , J 4 J _ _ Y' 206 587 0588 - _ % z _ - 518" TYPE'X' GWB _ HANGER PER STRUCT _ - r TYP ROOF ASSEMBLY en e - SEALANT PER ACOUSTIC DWGS - 4 www. stud iom s. com • I - TYP. ROOF ASSEMBLY, - - - - § - . FIREBLOCK[NG: SEALANT PER ACOUSTIC DWGS SEALANT PER ACOUSTIC DWGS RQQF SEE 411G010 z SEE G010 ❑ ROCKWOOL FIRESTOP AT 2 X 4 BLOCKING PER STRUCT SOLID BLOCKING ABOVE TOP PLATE SEE ROOF ASSEMBLY SOLD BLOCKING ABOVE TOP PLATE y 2X4 PLATE w C7 N STUD FIRESTOPS -TYPICAL PIPE PENETRATION -4. 'I, , ,- 2 HR FIRE WALL, RUN CONTINUOUS TO z _ I Z N FINISH PER INTERIOR DESIGN DWGS. - - FINISH PER INTERIOR DESIGN DWGS. - - ALUMINUM BREAKAWAY CLIP _ INTERIOR SURFACE OF w v STRUCT PANEL WHERE OCCURS, SEE STRUCTURAL FOR AT FLOORICE[LING, PER MFR. = NONCOMBUSTIBLE DWELLING UNIT - I , � m DWELLING UNIT - - .% F- . p - SEE STRUCT.DWGS FOR SHEAR LOCATIONS PER STRUCT SHEAR SUPPORT CONDITION _- ; V EXTERIOR SHEATHING, WALL TYPE PER Q „ I z w Y - WALL LOCATIONS 2 HR SHAFT WALL, 2x4 STAGGERED WALL PLANS WALL ASSEMBLIES SHEET 191G010 a- ` W w - @ 8" OC ON 2X6 PLATES OR TYPE PER _ I FINISH PER INTERIOR DESIGN DWGS. - ` w I _ %_ - W 1 SEE CODE SHEETS G010 - G013 PLAN. SEE WALL ASSEMBLIES SHEET G010 _1. U_ ,; I w WALL TYPE PER WALL ASSEMBLIES SOUND BATTS PER ACOUSTICAL DETAILS - 314" MIN AIR SPACE AT STEEL _ FOR MORE INFO SEE CODE SHEETS G010 G013 - COMPONENTS TO ADJACENT FRAMING ` or m SHEET 221G010. SEE ALSO, G011 _ _ SEE CODE SHEETS G010 - G013 = FOR FIRE RATED WALL LOCATIONS. FOR MORE INFO OR COVER WITH FULL SHEETS 112" - _': SEE CODE SHEETS G010 - G013 FOR MORE INFO - 1 HR PARTYWALL, SEE G010 Y _ - ' : TYPE X WALLBOARD FOR MORE INFO 1 HR FIRE PARTITION ROOF 4 1 HR FIRE PARTITION CORRIDOR TO UNIT FRAMING 3 SECTION AT TOP OF 2 HOUR FIRE BARRIER 2 TYPICAL ROOF PIPE PENETRATION 1 2 HR FIREWALL SECTION ROOF 5 1 112" = 1'-011 1 112" = 1 "-0" 1 1/2 " = 1'-011 1 1/2 " = 1'-0" 1 112" = 1'-0" 2 HR �? FURRED FIREWALL FURRED 2 HR RATED SEE CODE SHEETS G010 - G013 WALL WALL GRID VARIES FOR MORE INFO _ 1 1 -) OR Dl LINE I /7 U SEE CODE SHEETS G010 - G013 , r , -R 2 HR FIRE WALL, WALL TYPE PER SEE CODE SHEETS G010 - FOR MORE INFO WALL ASSEMBLIES SHEET 191G010T SEE CODE SHEETS G010 - G013 z G013 FOR MORE INFO (1) LAYER 518" GWB TYPE X , l.' . F,1. I �� ' . FOR MORE INFO _ WALLTYPE PER WALL �' ". .lN Q �... ASSEMBLIES SHEET G010, (2) LAYER 518" GWBl. - (2) LAYERS " PROPRIETARY TYPE X °'``"`� :, tY �' r < � era u Q _ 1 = SOUND BATTS PER R21 BATT lNSUL. -_ TYPE X () �# GYPSUM PANEL 4,t , �'- ACOUSTICAL DETAILS 2 LAYER 518 GWB TYPE X PLYWOOD SHEATHING WHERE , w „ I, C7 c� FILL CAVITY . ^ OCCURS, PER STRUCT _ ; r' 2 HR SHAFT WALL, 2x4 STAGGERED ` F . • _ z � N @ 8" OC ON 2X6 PLATES OR TYPE PER PLAN FINISH PER SCHED. - (1) LAYER 518" GWB TYPE X � " p I --' 2x8 STUDS ON - , "s `��""`"�' DWELLING UNIT - W U DWELLING UNIT SEE WALL ASSEMBLIES SHEET G010, SOUND WOOD FRAMING PER STRUCT. - ` _ '. . t_ 1-2 m . 2X8 PLATES CONT. FIRE S i=- -- (1}LAYER 518" BATTS PER ACOUSTICAL DETAILI I-S Y` rt t t TREATED �.` Q z w GVIIB TYPE X DWELLING UNIT DWELLING UNIT `� _ ,_� . 1 LAYER SHEATHING r 4 ; PLYWOOD, 4FT R �i, .4 W a. _ (} STRUCT PANEL WHERE OCCURS, LOCATIONS - DWELLING UNIT - EITHER SIDE'ITtIN 11�''' 518" TYPE'X' GWB w FIRE BLOCKIDRAFT STOP -PROVIDE PER STRUCT. _ _: .4 PER STRUCT SHEAR WALL PLANS - -"". OF FIRE WALL SOLID BLOCKING ABOVE TOP PLATE PLUMBING LINE -- � AT EACH FLOOR INSTALLATION TO 518" TYPE X GWB TYP. FLOOR ASSEMBLY . = COORD. W1 ACOUSTICAL PAINT PER INTERIOR, - ,-.,-, I L�L[11= - I . C, - 1-1 ltl� i L -, I . I :��. I -r I 314" CDX T&G PLYWOOD FINISH SCHEDULE.11 - Gioodt�lail Rea! Estate -- i , 1 UNIT _ CORRIDOR SHAFT '[ H RI AL SE E WE L U PE It TITLE -. Y )1� I I W - - 9 I......... I Im 19ML WALL TYPE PER WALL ASSEMBLIES -_ ' SHEET G010 SEE ALSO, G011 FOR r - -;' - . - - I - - _ -- - - • - . FIRE RATED WALL LOCATIONS. - .,-- - W T <� " 4 ' - s R - - r' - - - - - - FLOOR JOIST 36 TYP. FLOOR ASSEMBLY17 '01oft'l N 0=01" 'mom%' _ _ _ L _ _ _ _ _ _ _ J _ _ _ _ _ _ ` '' _ _ _ _ _ _ _ _ ti _ ti t 2X4 PLATE DWELLING UNIT FIBERGLASS GATT DWELLING UNIT _ 2 HR SHAFT WALL, 2x4 STAGGERED - SEALANT PER ACOUSTIC DWGS - _- SEALANT PER ACOUSTIC DWGS _ " _ INSULATION _ _ - ALUMINUM BREAKAWAY CLIP AT @ $ OC ON 2X6 PLATES OR TYPE PER SOLID BLOCKING ABOVE TOP PLATE FIRE BLACKING: I SOLID BLOCKING ABOVE TOP PLATE PLAN. SEE WALL ASSEMBLIES SHEET G010, FINISH PER INTERIOR DESIGN DWGS. ;_': FLOORICEILING, PER MFR. ROCKWOOL FIRESTOP AT - r SOUND BATTS PER ACOUSTICAL DETAILS - - 23400 HWY 99 i :�� FINISH PER INTERIOR DESIGN DWGS. 3 DWELLING UNIT DWELLING UNIT EDMONDS, WA, 98026 2 X 4 STUD FIRESTOPS -I. FINISH PER INTERIOR DESIGN DWGS. WALL TYPE PER WALL ASSEMBLIES - - - TYPICAL I SHEET 221G010. SEE AL50, G011 DWELLING UNIT 11 SEE STRUCT. DWGS FOR SHEAR FOR FIRE RATED WALL LOCATIONS. IllWALL LOCATIONS 11 I SEE STRUCT. DWGS FOR SHEAR STAMP WALL LOCATIONS 1 HR FIRE PARTITION FLOOR PERPENDICULAR 1 HR FIRE PARTITION - PLAN CORRIDOR RECESSED ENTRY SECTION AT 2 HOUR FIRE BARRIER FLOORLINE 12 HR FIREWALL SECTION FLOOR 6181 REGISTERED 10 1 11211 = 1 �_0�t 9 1 112�� ^ 1,_0�� $ 1 112" _ 1'-0" 6 1 112" = 1 �_0,� ARG T I W r_ ir it 2 HR RATED 2'- D-314" (NTS). i LESS �zz GRID I- AUTOMATIC SPRINKLER SYSTEM 77 STATE OF WASHINGTON VARIES 1 HR FIRE RATED � �o � INSTALLED IN ACCORDANCE R DI LINE �. FIBER CEMENT . WITH IBC 903.3.1.1. 11 . (2} LAYER 518" GWB BOARD CLADDING Q TYPE X 1�� _��- �;1 PER ELEVATIONS L . . - . );. \ I .. _. Q -r WALL TYPE PER WALL ASSE[BLIES (2) LAYER 518" GWB A JOINTS STI�►GGERED © Q KEY PLAN TYPE X � SHEET 221G010. SEE ALSO, G011 _ �-- CL EXTERIOR _ # z w (2) LAYERS 518" GWB TYPE X 2 HR FIRE WALL, WALL TYPE PER FOR FIRE RATED WALL LOCATIONS. FINISH PER cn FOR ACOUSTICSl. . _ WALL ASSEMBLIES SHEET 191G010 SCHEb. - , 1 w - Zoll STRUCT PANEL : / / •, CO FL -,1. 11 DWELLING UNIT CORRIDOR WHERE OCCURSle'l, U. - co - LOCATIONS PER 2 HR SHAFT WALL, 2x4 STAGGERED WALL TYPE 21 PER WALL c� = 2' - 3" (NTS). o r 314" MIN AIR SPACE AT STEEL 1 HR WALL PARTYWALL Q STRUCT SHEAR WALL @ 8 OC ON 2X6 PLATES OR TYPE ASSEMBLIES SHEET G010. o € T I COMPONENTS TO ADJACENT FRAMING (1} LAYER 518" > PLANS PER PLANS. SEE WALL ASSEMBLIES 1 HR RATED PER IBC 706.5. - 1 R F[RE RATED 1.:' OR COVER WITH FULL SHEETS 112" GWB TYPE X - 518 TYPE X GWB W . SHEET G010 FOR INFORMATION, ._ TYPE X WALLBOARD DWELLING UNIT - >- : SOUND BATTS PER ACOUSTICAL SEALANT PER ACOUSTIC DWGS �WALLTYPE PER WALL PAINT PER INTERIOR4 - 2x8 STUDS ON � - - � ' 1" AIR SPACE ASSEMBLIES SHEET G010. FINISH SCHEDULE F DETAILS t _ 2X8 PLATES = PLYWOOD SHEATHING SOUND BATTS PER _ ' ' --_ WHERE OCCURS ACOUSTICAL DETAILS STAIRWELL DWELLING UNIT 2" FLOOR &CEILING RUNNERS Wl 2" FLOOR & CEILING PER STRUCTURAL FIREBLOCKING: = _ ,_ _ _ ROCKWOOL FIRESTOP (1) LAYER SHEATHING SHAFT 2 STEEL H STUDS :, RUNNERS Wl 2" STEEL INTERIOR _ = H STUDS AT 2 X 4 STUD FIRE - DWELLING UNIT PER STRUCT. 1.- P.T. 2X6 PLATE Wl SEE STRUCT.DWGS FOR SHEAR _ STOPS -TYPICAL .- P.T. 2X4 PLATE WI Y - F ANCHOR BOLTS PER WALL LOCATIONS `.� - NON -RATED WINDOW r - P.T. 2X8 PLATE Wl - . 7.ANCHOR BOLTS PER SHEARWALL TABLE - f �-- SHEARWALL TABLE ANCHOR BOLTS PER - 2 HR FIRE WALL, RUN CONTINUOUS TO SHEARWALL TABLE 20 �' t INTERIOR SURFACE OF NONCOMBUSTIBLE _ _ 1 HR -T I I L�:� a - q Q C I' cl d q d 4 -' - 4 a d_ . Q I . c _ Q - Ill._ d d: : a- , d EXTERIOR SHEATHING, WALL TYPE PER r NONCOMBUSTIBLE _ „ _ _ . _ d - °' - n _ � M a d' . - , • ; ' _ - _ - o _ a 4 - , In d - - . - ' iI d 4 . ' .� - - . e _ - I I a e % I • d' - d' . _ - . c . • _ 4 d A � ` - - ` ° ' -� 4 a - I - � - 4 ° � : ° v c _ - - .0- 4. e I _ - a4 - � a. e n 'c - a x - a� ' d d _ - ' - ' • _ -_ - . a d . e e - - 'lla F• . . - a •a4 d a. d d WALL ASSEMBLIES SHEET 191G010 EXTERIOR SHEATHING e d a' _ ° •d d . a . . a o _ 1 - e a _ d, a s jl• _ c 4 a d I a a. : a a -- d- - a I .-° ] d '`a. a da. Q d.• 4. - _ = a' ; e - -a.l I` ,, �- o- A, a - v ~v - 4 a a_ a - d d n° s 4 °_ °a- o . . ° d ` :4 a e-.� a ,A I a� I ] q . a• -� d.. d - .. ,4 a d _ Y - d , - . • A . _ _ .7 a - _ - •° _ 4 ,,`` _ - - . , d _ - • r _ _ � 4 . " SIR FIRE E RATEDJ-IORI ONTAL: SEPARATION _ . _ A' _ _ - 4 Q . - d _ 4 e - A - ° d a,A • d- d d ° d d q Q c a• I' q d , d ° I : d _ - ° a Z - a-4 " d e _ - °' . 4 _ a a.• d d ° 'a , a,_ a ° A . _ a 3 t�1R FARE RAT I]�HORIZON'GAL"SE ARATIOft a - _d, 4 ^• a d d d d C7 - ° , o _ . PAR IBC 5 . - = d d, WALL TYPE 20 PER WALL - a a 4 - . 4,a - ; d _ a _ • a dZ. e ° a.. . _ _ - ' ° _ - a - -3,HR°FIRE°RATED MCRIZO TAL:SEPARATION1" 4. , - a �; - .• d a: d� - - 3 HR,1~IRE RATE D - - - lNT LSE1r�?�IR. -4 6 6 a _ d °. a A q _ - ° PER IBC 510.2 • q a - �° .a __ e _ Q ¢ a ° - - a , e -0^ _ _ .; - ASSEMBLIES SHEET G010. - dd a , d, 4 e dy - • a- e 4 , . - d 4a PEf IBC � a. - a n 21 • d e , q - . - 4, . 4- .A,' _ ,� a- d °. ° - - d c a A 4 - d ° a; a.. ° ...5 - a _ _ - ° 4. PER1B "510.2 a- " A e , _ - a ° ¢ Q - A .° - - - ° ° A _ :q = d AUTOMATIC SPRINKLER SYSTEM _ a _ e _ _ . a d a. _ - , . 4 _'$ c d - - , - a '6 d _a d. - d - _ _ . 4• •d =I - d - .' _ a a e :q I d, -$ -- d c 4 _ a' n .a d r 1 HR RATED BOTH SIDES d d d '- °-4 a v O n r A A� °_ a ° d e 4 - ° a _ d _ ° e �- °- - _ : a °- °' :$ A a d _ - a :e _° d- w d Q _ ° : INSTALLED IN ACCORDANCE - - ` .a d d:. A 4 - ° ° ° 4 e d ° a. a ' a - a_ _ _ - a , e ° . a . . _ . d-' e - _ - ea.. ; . -° ° e ° WITH IBC 903.3.1.1. PER IBC 706.5. - - - `'a A -a = � -_ - - ' . - _ - ° - Q d - (1) LAYER 518" TYPE X SEE CODE SHEETS G010 - G013 - PER SPRINKLER SYSTEM FOR MORE INFO SEE CODE SHEETS G10 - G013 I ` - INSTALLED IN ACCORDANCE SEE CODE SHEETS G010 - G013 SEE CODE SHEETS G010 - G013 SEE CODE SHEETS G010 - G013 GWB ON 518" MTL HAT , a _ a a : � WITH IBC 903.3.1.1, FOR MORE INFO FOR MORE INFO PROJECT NUMBER CHANNELS, VERT. aQ _ d 4 _, : a- .. - . • _ ; FOR MORE INFO FOR MORE INFO - d ��} O.C. - . .a' ll A. Ida a. q - Im _. VARIES 18305 15 1 HR FIRE PARTITION SLAB 14 1 HR FIRE PARTITION - SECTION CORRIDOR SLAB 13 2 HR FIRE BARRIER SLAB SEE STRUCT. 12 2 HR FIREWALL PLAN SOUTH FACADE FCB 11 2 HR FIREWALL SECTION SLAB 1 1 /2" = 1'-0" 1 1 /2" = 1'-0" 1 1 /2" = 1'-011 1 112" = 1'-0" 1 112" =- 1'-0" SUED FOR. DATE. BUILDING PERMIT INTAKE 12.18.18 1 HR RATED 1 HR RATED FURRED PLUMBING UILDING PERMIT INTAKE 2 02.07.19 SEP RATION SE P RATION WALL PER PLAN P CORRECTION #1;'l\05.22.19 SEE CODE SHEETS G010 - GO 13 1.1 AUTOMATIC SPRINKLER SYSTEM 1 HR FIRE PARTITION WALL BETWEEN ; =' AUTOMATIC SPRINKLER SYSTEM P CORRECTION #2 2 08.01.19 FOR MORE INFO INSTALLED 1N ACCORDANCE WITH DWELLING UNITS PER IBC 420,2 WALL TYPE 1" '' ' I "- '' - ;_' .. INSTALLED IN ACCORDANCE AUTOMATIC SPRINKLER SYSTEM IBC 903.3.1.1. PER PLANS, SEE WALL ASSEMBLIES SHEET - - I I WITH IBC 903.3.1.1. INSTALLED IN ACCORDANCE t -- SEE CODE SHEETS G010 - G013 P CORRECTI ON #3 /3\ 1 1.14.19 221G010 FOR DETAILS U . I WALL TYPES PER PLAN SEE CODE SHEETS G010 - G013 , : WITH IBC 903.3.1.1. FOR MORE INFO 1.c� FOR MORE INFO _ 1 HR FIRE PARTITION WALL BETWEEN ELECTRICAL BOX I N *' ,� 2 HR FIRE WALL, RUN CONTINUOUS TO t DWELLING UNITS PER IBC 420.2 z �- _ INTERIOR SURFACE OF 2 FLOOR &CEILING RUNNERS _ I - WALL TYPE PER PLANS, SEE WALL 0 - m 518" TYPE X GWB CONTINUOUS , _ . _ , ' . , _ , _ . _ _ AUTOMATIC SPRINKLER . WI 2" STEEL H STUDS ' 1. 5 1,DRAFT STOP @ 10' O.G., SECURE _ NONCOMBUSTIBLE SEE STRUCT.DWGS FOR SHEAR k ASSEMBLIES SHEET 221G010 FOR ~t'l9 - SYSTEM EXTERIOR SHEATHING, WALL TYPE PER �- WALL LOCATIONS I DETAILS - � TO ONE SIDE OF WALL INSTALLED IN ACCORDANCE - - _ _♦ _ -SEE STRUCT.DWGS FOR SHEAR ~ a - W WALL ASSEMBLIES SHEET 191G010 WALL TYPE 20 PER WALL , I WITH IBC 903.3.1.1. ;_'} ASSEMBLIES SHEET G010. 2 HR FIRE WALL, RUN CONTINUOUS TO ELECTRICAL BOX _ N WALL LOCATIONS m m � 1 HR FIRE PARTITION, 5EE WALL _ M - T , _ _, T , , _ • I ' ' - �f 1 HR RATED PER IBC 706.5. 1 I - '^ INTERIOR SURFACE OF NONCOMBUSTIBLE 518" TYPE X GWB CONTINUOUS DWELLING UNIT W z ASSEMBLIES SHEET 221G010 FOR 2 FLOOR &CEILING RUNNERS EXTERIOR SHEATHING WALL TYPE PER z DETAILS ` - =111 � SEE STRUCT.DWGS FOR SHEAR a W12" STEEL H STUDS NONCOMBUSTIBLE - O _ _ v DRAFT STOP @ 10 O.C., SECURE z w_ (D - "> - WALL ASSEMBLIES SHEET 101G010 Illm_ TO ONE SIDE OF WALL F= z DWELLING UNIT AUTOMATIC SPRINKLER SYSTEM _ _ WALL LOCATIONS EXTERIOR SHEATHING 1 HR - _ ~ < SEALANT PER ACOUSTIC DWGS PP AL BY: O § o' N a ELECTRICAL INSTALLED IN ACCORDANCE Ill 2p1. 20 r ' co Q I w WITH IBC 903.3.1.1. I -, - 1 HR ~ 9 z ,lla 1 HR FIRE PARTITION, SEE WALL ❑ BOX AUTOMATIC SPRINKLER SYSTEM . ',- -'._. 2ND LAYER OF GWB FOR ACOUSTIC NON -RATED WINDOW ` '_ SEE STRUCT. DWGS FOR DRAWN BY: LB, MA, AZ, AW �_ ASSEMBLIES SHEET 221G010 FOR U. z 2 LAYER 518" GWB TYPE X INSTALLED IN ACCORDANCE BREAKAWAY CLIP, TYP 0- Q z z w LU SEE STRUCT.DWGS FOR SHEAR O WITH IBC 903.3.1.1. DWELLING UNIT DWELLING UNIT J CHECKED BY: LB w m O_ ❑ DETAILS - WALL LOCATIONS - . - - - - - - - - - - - - - - m C7 _ STRUCT PANEL WHERE - CU F' z J z ELECTRICAL m AUTOMATIC SPRINKLER SYSTEM OCCURS, SEE STRUCT 2 LAYER 518" GWB TYPE X FILL WITH MINERAL WOOL SHEET CONTENTS - W . Q --� BOX I SHEAR WALL PLANS - - O _ - - Y - • . - - _ _'. w _ INSTALLED IN ACCORDANCE WITH DWELLING UNIT N w I DWELLING UNIT - - - - - - - - _ - IBC 903.3.1.1. 4 SHAFT DWELLING UNIT LL I z ' w WALL TYPE PER PLAN & WALL _-, . . / RATED w ASSEMBLIES SHEET G010. SEE ALSO, G011 WALL TYPE PER PLAN &WALL SEE STRUCT.DWGS FOR SHEAR I I 4' - 0" (NTS). 4' - 0" (NTS).R% E S U B FOR FIRE RATED WALL LOCATIONS. ASSEMBLIES SHEET G010 2 HR SHAFT WALL, 2x4 STAGGERED WALL LOCATIONS . m EXTERIOR @ 8" OC ON 2X6 PLATES OR TYPE PER - 1 HR FIRE RATED 1 HR FIRE RATED ., _ , _ _ - _ _ , ' . _ _ _ _ . _ r_ _ PLAN. SEE WALL ASSEMBLIES SHEET G010,"M .1 - NOV 1 9 2019 SOUND BATTS PER ACOUSTICAL DETAILS - -. - J . - - - - FIBER CEMENT NON -RATED WINDOW EXTERIOR BOARD CLADDING BU! NG DEPARTMENT I / . FINISH PER SCHED. CORRIDOR CORRIDOR PER ELEVATIONS CITY OF EDMC�[�DS SEE CODE SHEETS G010 - A B G013 FOR MORE INFO 90 MIN FIRE DQQR PER DOOR SCHEDULE SHEET NUMBER - - _. ____ Em U M X2 - 1 HR 2 HR TED SEE CODE SHEETS G010 - G013I TV I if .f,- - IN FRAMED DOWN 2 HR RATED 99 I FOR MORE INFO FIRE WALL RATED I EXTERIOR VARIES 20 1 HR FIRE PARTITION - PL.AN EXTERIOR 19 1 HRFIRE PARTITION - PLAN EXTERIOR CORNER 18 PL.ANAT 2 HOUR FIRE BARRIER 17 2 HR FIRE WALL PLAN AT CORRIDOR WALLS & DOORS 16 2 HR FIREWALL PLAN NORTH FACADE FCB -) 1 112 11 =1-0 1 1/21=1-0 � 1 1/2 =1-0 1 /211=1-0� A A h A A A h A 1 1/2 11=1-0 A A A A A A A 3511 33" MIN CLR REMOVABLE CABINET & END PANEL @ SINK - ____ `J} i 33" MIN CLR 35". le +''i 12If 15" 15" , 3011 is " J n 1' 15" 16" 18" E E EQ �- EQ 18" �- 16" 15" 1211 i 1" 18"MIN F.O.F. F.O.F. 3� 12 Q i Q I . F. F.O.F. MIN F.O.F. F4F FOF F.O.F. F.O.F. 18 MIN F.O.F. F.O.F. �, . . .:... :7 �!.. .:...:1'::%..17 I'M" `�, ,., .. 1, T§9 ; NO E.9 D RAWER ,.: stud10MENG PROVIDE BLOCKING IN WALL,,.1._1. ./ I I i t / _. FOR FUTURE RAB BAR TYP / / f GI. / .V./ o : , 1\1 �': :/ / .. .._... I. .......:.. ...., ... .:... BANK AT STUDIO I x\ xxx[.4.,:::..:..�..%:%:... .. ......... ....: _.:..: .:......:.:: .,:: . . a:...: ..... r // :: :::i: / / @ TYPE B UNITS, sEE 34& Al UNIT I i ST I RAZZARA / / r r 351A500 FOR DETAILS Z,♦ / o / a o / I / / / / ' cti — J / :+ / f / / /, / % / / / /. , / ii / i . a a / / 1 % f: I/ i I-/ / ARCHITECTURE / / / / / /% / / / , — —LLJ ) 1 / / / - I ,,I r / / , / , i / / / / — — I I /F I /_ , / f / // �/ / l:J"' Z ` / , 1 , l / / / PLANNING 1 I I / / ♦ r i /' // / /♦ /// / / — / / f% / , /r r CONSUtTING .. / I .." � ,...1. / i T / / / / / I . LL: C") .. .::%,% // / / fI{ // % / �, //// , //j / i I //'-//'i , — ///// / /`� /f , "': i j I , / / % // I' / / / : , / / / % f ! ! / f r ! I r / i / f r / ." / J / / / / ! ./ / / r % / / I � T_ / 5 i , l 1 �. /� /// , `- % / / ♦ % / cr / / /r / / / / ; f /" /! /' % / /III , /� % / i / / % r / / { , I/ / /V / / , , /I/ /� / I I� ,{ , I r / .� / / / / �, / ,—n/ / $/ / / / / / / I I /, %/ / / — — / , \ / / � 2001 WESTERN AVE SUITE 200 / / / 7 , ,% / / / h502 ' / / / I I, I 1 , Seattle WA USA 98121 f o / / ,f '' / / / / '' , / 0� 6/ /' / REMOVABLE CABINET &END / �/ ' I / /,f / �/ // A502 - 1 ' ,'' // ` / ' / ' I PANEL SINK — >/, % %/ / / f / ,/ �' I, ��, ,r / /{ �A502 ! / /{ /'"G1t'PE A TUB / / � I � / / ;' / / I I / ' / I / / / - ; / / / ♦ _/ ,/ 206 587 3797 tel /i // ,f, / /' / /f L / �' '' ff/ / f i' / // /i �'! �/ f r / / / �` / / b i / 0f / % /�: t / O /: r- /, i �+ !/ i / /r / / / I I r f / DIVERTE�R �y , { , ff c i/ /. / / -0 O //, ' I .%�/ �/, ; r/�//' ' /% j f / / , ,,, /� / - / / / / f / // 2065870588 12 / ' / ONT OLDS / / �, 11 I1.l /% / / / / ' ,�;-/BATH I f ,',` : '; / WWW.studioms.com I+ /f I / E � \ , / / // / / % EQ Q � { �' f / /f ;' / / / 771Fy- i✓ / T LS / — / �- — —I—/— / / / / / /-, / r / r / ,.. . ... ... . :: . : : . . - . . . \ LINEN I 35° — — w C� "' CLOSET LINENn. N LINEN I w CLOSET NOTE. ',�" FILLER 181r LINEN1. CLOSET m wU11_ CLOSET% o0 r PANELS AT STUDIO __.. __� MIN CLR 2rl 35,r 2,1 . - Al UNIT — _ w 3„ 311 36n - — ' N 7�/ le*___,__,W'z_ _._W___:.....W_ CV — E111 36n 51 _ 211 4)_ BATH 4 - TYPE B PLAN 3 BATH 3� TYPE B PLAN 2 BATH 2' TYPE A PLAN 1 BATH 1 TYPE A PLAN 112"=1'-011 112 =1-0112 -1-0 112 -1-0 LF PER ELEC. LF PER ELEC. LF PER ELEC. LF PER ELEC. oFIr— a o \\\ \\\ \\\ \\\ -rya i \ f h� \ l . / "'�* N' �R d r � , \ .. - .4 . F-S ., , ,.,�,,�2,,,��,,,`F, r.. m \ .. O \ sqr� c w 4 w LA-) LID e N Y } <, a 11 t ' t i �R: %1 \ may. £ N f ' \\ . - -_ / �� \ I I \\\ . I I \\\ � / —_ - I - \\\ '� C ) J I E—=== I � I E= \ \ o o Goodman Real Estate \\ /// \\\ ((_1 . 1-1 I ,� I I __ - - I o / \ \ / \ r/ \\ � _ xI/ \\\ // F-- F— // �/ \ TITLE \ / \ r \ c0 / \ / , — _ / / \ [�co © c� r C'7 � aX / \ / \ IN, / \ / ti / � \ \ / / \ / \ / — L Vff 9 9 3r, 12„ 30„ 30,1 12„ 1 II 30n 1811 18" 21 kil 1 F, 1211 15" 30" BATH 4 - ELEVATION 1 BATH 2 -ELEVATION 1 BATH '! -- ELEVATION 1F= Imm'NIL M 0 N &of %J 8 BATH 3 - ELEVATION 1 6 „ _ „ 112" = 1'-0" 7 11 _ I �� 112 . 1 -0 11 T = 1'.0" 112 -1-0 a 23400 HWY 99 EDMONDS, WA, 98026 / \ / \ \ STAMP / \ \ \ ' REGISTERED / \ \ ARC T t\ � � l\ � � LID I \ / r ` \ / \ / \ / \ / \ / \ / \ / \ \ / ` LES S AZZ \ \ / / . . . \ \ / / J) \ / STATE OF WASHINGTON /\ /\ c t :)� I �Z� . . \ A N � � / N / / -*' j � N�_ \ / /A �\ \ / / / � P \ \ . / \ / \ . r \ / \ ' KEY A \ / cn M \ / \ / CI \ / \ / \ / \ / \ / \ r \ / \ / \ / \ / \ / \ / HI I H I I 11 I I Ife- 21 ° �}QII 3611 211 r' 3" 3611 3" 36 12 BATH 4 - ELEVATION 2. 11 BATH 3 - ELEVATION 2 10 BATH 2 - ELEVATION 2 9 BATH 1 -ELEVATION 2 112" = 1'-D" 112" = 1'-0" 112 - 1'-D" 112" - 1'-0" 211 4211 21, LOP 35„ 34n ( F.O.F. 33" MIN F.O.F. EQ EQ 18"MIN 16112" 20" LINEN `' '' r----�-- CLOSET F . . F. FOF _ ..- . . _ _1...11 % .: .. :'..... :a , ..:':. ...... . i .:q..: 11.�x .. ... f / / / / / r / / ! f / / +.. :.:.. .. :... ..... .IL _ . �. J// //// Jj �'^^ I I, f ! J f 1 _ ! — / a a r / -- 1 f / LINEN // I , / i , I I / / / =3 . / r f CLOSET /� - / I / ,r ; /, / / r 1- r / — / �� ,� / / /A502 / / o / = I ,. / / �- / PROJECT NUMBER /. / / r /1% - / / 1Jz ;& - = 1_. N / / ,1 / : / ,,/. ,/ �8305 / I / /Z ,�'. . ,...:. /�, ,, / / / r / / / /' f'J / / _ — / J I� - - - J/ / / / %fl ,�'� f/f////' ISSUED FOR: DATE: I / I /♦ / / // / / / , %�/�, / / / / rl / / - �- = i I 1 ♦ / / /�s ... / / ! >� �,�� [,.:..�......i 11, _ %i / N — T // I { I i BUILDING PERMIT INTAKE 12.1 S.1 S n r i , JU /— J 4� >� 1 / O O I 34 MAX HT, WALL% %BUILDING PERMIT INTAKE 2 02.07.19 MOUNTED SINK / , -._. o / BP CORRECTION #1 1 45.22,19 CLEAR FLOOR . �� ,!ill SPACE BELOW — C3—=\� 13112" 15" 16" 18" MIN EQ EQ BP CORRECTION #2 /2\ 0$. 01.19 O k y�. 4 { TOF.o.F. BP CORRECTION #3 3 11.14.19 N _1. // 02 B� 36" 3511 cN ._. :.J Le v , . .01 BATH 6 TYPE B -PLAN BATH 5 TYPE B PLAN 33"MIN F.O.F. F.O.F. .' 112" = 1'-0" 3 112" -= 1'-D" 1' - 4 112� LF PER ELEC 15 COMMON AREA BATH 7 - TYPE A 112" = 1'-D" APPROVAL BY: I . \\\ \ \ �' . \ DRAWN BY: LB, MA, AZ, AW \ CHECKED BY: LB \ ENLARGED KITCHENS & BATHROOMS NOTESIs � SHEET CONTENTS / 1. FURRED PLUMBING WALLS REQUIRED @ 2 HOUR RATED ASSEMBLY 4 AT STAIR/ ELEVATORITRASH CHUTE). ' 2. SEE SHEET A900 FOR CLEARANCE REQUIREMENTS FOR'TYPE A' &'TYPE B' CONSTRUCTION. ENLARGED TYPE A & 3. SEE SHEET A900 FOR MOUNTING HEIGHTS AT'TYPE A' AND'TYPE B' CONSTRUCTION. /// 4. COUNTER HEIGHTS AT'TYPE A' UNITS SHALL BE 34". �/ T PE B - BATHROOM ` 5. FURR OUT BACKSPLASH 1WALL FROM TOP OF COUNTER TO BOTTOM OF UPPER CABINETS AT KICTHENS 1" o ��P�1:�AE0. NS TYP. TO PROVIDE 24" MAX REACH RANGE TO SWITCHES & OUTLETS / , , \ \ \ \ / / 11 \ \ r' r f 6. ADD SIDEWALL OUTLETS OR PANCAKE BOX OULETS IN PANTRY SIDE PANEL WHERE REQUIRED TO MEET \ \ 2Q I9 ACCESSIBLE REACH RANGE ON OUTLETS \ C _ - - - \ = , cf) % 7. ABOVE COUNTERTOP ELECTRICAL OUTLETS AND SWITCHES (INCLUDING USB PORTS & PHONE JACKS) IN 111N. / / / / \ \ SHEET NUMBER CORNER LOCATIONS OF KITCHENS WITH 'L' OR'U' COUNTERTOP CONFIGURATIONS ARE 36" MIN. \ \ \ / / / \ \ \ \ 8. OUTLETS SHOWN ARE FOR ACCESSIBLE REACH RANGE DESIGN INTENT, ACTUAL OUTLET LOCATIONS MAY / VARY BASED ON FINAL ELECTRICAL ENGINEER LAYOUT OR DESIGN BUILD DRAWINGS 331E 1811 1 811 30" 15" 12" 11518 $. ALL WASHERS/DRYERS TO BE FRONT LOADING, � � -�- w� 9. WALL AND FLOOR FINISHES PER ID SHEETS. BATH 6- ELEVATION A. _B_ BATH 5 -ELEVATION 1 1 8 112" = 1 -011 T 112" = 1 �_011 _.. i LEVEL 1 DOOR NO, TYPE LOCATION HW GROUP WIDTH HEIGHT MATERIAL FRAME I FIRE RATING I COMMENTS 100A L LOBBY 08 6' - O" 81.011 GL AL NIA CARD ACCESS, PUSH PULL BAR, MAG LOCK 101A A WATER/RISER RM 14 ' 3' � 0" 71.011 HM HM 45 MIN SELF CLOSING, LOCKABLE 101AA A WATERIRISER RM 14 31.011 71.011 '-0" HM HM 45 MIN SELF CLOSING, LOCKABLE 101 C F LOBBY 09 6' = 0" 71.011 AL/GL AL NIA PANIC HRD WR, LOCKABLE, CARD ACCESS 101 D F LOBBY 09 69.011 71.011 '-0" AL/GL AL NIA PANIC HRD WR, LOCKABLE, CARD ACCESS 102A K GYM 10 31.011 7' - 10" AL/GL AL N/A 102B A GYM 3'-0" 7'-0" N/A 102C A WOMEN RESTROOM 21 3' - 0" 71.011 HCW WD NIA PRIVACY LOCK 104A A BIKE STORAGE 14 31.011 71.011 HM HM NIA LOCKABLE 104B K BIKE STORAGE 11 31.011 71.011 ALU STF NIA CARD ACCESS 105A A ELECTRICAL ROOM 12 31.011 71.011 HM HM 45 MIN PANIC HRD WR, SELF CLOSING, LOCKABLE 105E A ELECTRICAL ROOM 13 31.011 71.011 HM HM 45 MIN PANIC HRD WR, SELF CLOSING, LOCKABLE 105C A ELECTRICAL ROOM 12 31.011 71. 0" HM HM 45 MIN PANIC HRD WR, SELF CLOSING, LOCKABLE 106 A STOR/UTILITY 14 31. 0" 71.011 HM HM NIA LOCKABLE 106A B ELECTRICAL ROOM 12 6' - 0'' 71.011 HM HM 45 MIN PANIC HRD WR, SELF CLOSING, LOCKABLE E - 3 A ELEVATOR MACHINE RM 16 31.011 71.011 HM HM 90 MIN SELF CLOSING, LOCKABLE ST- A100 E STAIR A 15 31.011 7' - 0" HM HM 90 MIN SELF CLOSING ST-13100 E STAIR B 15 31.011 71.011 '-0" HM HM 90 MIN' SELF CLOSING ST-13101 E STAIR B 15 31.011 7' - 0" HM HM 90 MIN SELF CLOSING ST-B102 E STAIR B 15 131.011 71.011 '-0" HM HM 190 MIN I SELF CLOSING LEVEL P2 DOOR NO, TYPE LOCATION HW GROUP WIDTH T HEIGHT MATERIAL FRAME FIRE RATING COMMENTS 200A N GARAGE DOOR PER MFR 20' - 0" 8' - 4" MTL MTL NIA LOCKABLE, CARD ACCESS 200B N GARAGE DOOR PER MFR 20' - 0" 8' - 4" MTL MTL NIA LOCKABLE, CARD ACCESS 200C A GARAGE MAN DOOR 13 31.011 71.011 HM HM 45 MIN PANIC HRD WR, SELF CLOSING, LOCKABLE 201A G LOBBY 17 3' - 6" 81.011 HM GL NIA LOCKABLE, CARD ACCES, 42" DOOR + 22" SIDELITE 202C Q 7'-0" 12'-0" 202D A WORK RM 3'-0" 6'-8" 202E A PRIVATE OFFICE 31.011 6' w 8" WD - PER I.D. MTL - PER I.D. 203 A STOR. 14 31.011 71.011 HM HM NIA LOCKABLE 204 B TRASHIRECYLCING 18 61.011 71.011 HM HM 90 MIN SELF CLOSING 205 A ELECTRICAL ROOM 13 3' - 0" 7' - 0" HM HM 45 MIN PANIC HRD WR, SELF CLOSING, LOCKABLE 206 A STOR/UTILITY 14 31.011 7' - 0" HM HM NIA LOCKABLE ST-A200 E STAIR A 15 3' - 0" 7' - 0" HM HM 90 MIN SELF CLOSING ST-13200 I E STAIR B 15 (31.011 171.011 HM HM 90 MIN SELF CLOSING LEVEL R1 DOOR NO. TYPE LOCATION HW GROUP WIDTH HEIGHT MATERIAL FRAME FIRE RATING COMMENTS 300 T 6'-0" 7'-off HM HM 3 HR 300A A UTILITY 14 3' - 0" 7' - 0" HM HM NIA LOCKABLE 300B A UTILITY 14 3' - O" 71.011 HM HM NIA LOCKABLE 330A A AMENITY 10 3' - 6" 7' - 0" WD LOCKABLE, CARD ACCESS 330B G AMENITY 17 3' - 6" 8' - 0" HM GL N/A LOCKABLE, CARD ACCESS, 36" DOOR + 30" SIDELITE 330C A WOMEN RESTROOM 21 31.011 71.011 HCW WD NIA PRIVACY LOCK 330D A MEN RESTROOM 21 3' - 0" 7' - 0" HCW WD NIA PRIVACY LOCK 332 E TRASH/RECYLCING 14 31.011 71.011 '-0" HM HM 45 MIN SELF CLOSING 333 A STOR/UTILITY 14 31.011 7' .011 HM HM NIA LOCKABLE 341A G AMENITY 17 3' - 6" 81.011 HM GL NIA LOCKABLE, CARD ACCESS, 36" DOOR + 30" SIDELITE 341 B G AMENITY 10 3' - 6" 81.011 HM GL NIA LOCKABLE, CARD ACCESS, 36" DOOR + 22" SIDELITE 342 A RESTROOM 21 3' - O" 71.011 HCW WD NIA PRIVACY LOCK ST-A300 E STAIR A 15 31.011 71.011 HM HM 90 MIN SELF CLOSING ST-13300 E STAIR B 15 31.011 71.011 HM HM 90 MIN SELF CLOSING LEVEL R2 DOOR NO. TYPE LOCATION HW GROUP WIDTH HEIGHT MATERIAL FRAME FIRE RATING COMMENTS 400 T 6' - 0" 71.011 HM HM 3 HR 400A A UTILITY 14 31.011 7' - 0" HM HM NIA LOCKABLE 400E A UTILITY 14 3' - 0" 7' - 0" HM HM N/A LOCKABLE 432 E TRASHIRECYLCING 14 31.011 7' - 0" HM HM 45 MIN SELF CLOSING 433 A IDFIUTILITY 14 3' - O" 7' - 0" HM HM NIA LOCKABLE ST -13400 E STAIR B 15 31.011 71.011 '-0" HM HM 90 MIN SELF CLOSING ST- A400 E STAIR A 15 31.011 71.011 HM HM 90 MIN SELF CLOSING LEVEL R3 DOOR NO. TYPE LOCATION HW GROUP I WIDTH FHEIGHT I MATERIAL I FRAME I FIRE RATING I COMMENTS 500 T 6'-0" 7'-0" HM HM 3 HR 500A A UTILITY 14 31.011 71.011 HM HM N/A LOCKABLE 500B A UTILITY 14 3' - 0" 7' - 0" HM HM NIA LOCKABLE 532 E TRASH/RECYLCING 14 31.011 71.011 HM HM 45 MIN SELF CLOSING 533 A IDF/UTILITY 14 3' - 0" 71.011 HM HM NIA LOCKABLE ST-A500 E STAIR A 15 31.011 71. 0" HM HM 90 MIN SELF CLOSING ST-13500 E STAIR B 15. 31.011 71.011 HM HM 90 MIN SELF CLOSING LEVEL R4 DOOR N0. TYPE LOCATION HW GROUP WIDTH HEIGHT MATERIAL FRAME FIRE RATING COMMENTS 600 T 6'-0" 7'-0" HM HM 3 HR 600A A UTILITY 14 31.011 7' - 0" HM HM NIA LOCKABLE 600E A UTILITY 14 31.011 71.011 HM HM NIA LOCKABLE 632 E TRASHIRECYLCING 14 31.011 71.011 HM HM 45 MIN SELF CLOSING 633 A STOR/UTILITY 14 30.011 71.011 HM HM NIA LOCKABLE ST-A600 E STAIR A 15 31.011 71.011 HM HM 90 MIN SELF CLOSING ST-13600 E STAIR B 15 31.011 71.011 HM HM 90 MIN SELF CLOSING LEVEL R5 DOOR NO, TYPE LOCATION HW GROUP WIDTH HEIGHT I MATERIAL 7R�ME I FIRE RATING I COMMENTS 700 T 6' - 0" 7' -. O" HM HM 3 HR 700A A UTILITY 14 3' - 0" 7' - 0" HM HM NIA SELF CLOSING, LOCKABLE 700B A UTILITY 14 31.011 71.011 HM HM NIA SELF CLOSING, LOCKABLE 732 E TRASH/RECYLCING 14 31.011 71.011 HM HM 45 MIN SELF CLOSING 733 A STOR/UTILITY 14 31.011 7' - 0" HM HM NIA SELF CLOSING, LOCKABLE ST-A700 E STAIR A 15 31.011 71. 0" HM HM 90 MIN SELF CLOSING ST-13700 E STAIR B 15 3' - 0" 7' - 0" HM HM 90 MIN SELF CLOSING TYPICAL RESIDENTIAL UNIT DOOR NO, TYPE UNIT LOCATION HW GROUP WIDTH HEIGHT MATERIAL FRAME FIRE RATING DESCRIPTION • TOTAL 001 A UNIT ENTRY SINGLE FLUSH 01 31.011 71.011 HM HM 20 MIN SELF CLOSING, LOCKABLE, INSTALL 2 VIEWERS @ TYPE A UNITS 192 002 A SINGLE FLUSH BED/BATH 02 3' - 0" 7' - 0" HCW WD NIA LOCKABLE 426 003A A SINGLE FLUSH CLOSET 03 3' - 0" 7' - 0" HCW WD NIA CLOSET/LAUNDRY 60 003B A SINGLE FLUSH CLOSET 03 2' - 6" 71.011 HCW WD NIA CLOSET 5 004A B DOUBLE FLUSH CLOSET 04 51.011 71.011 HCW WD NIA CLOSET/LAUNDRY 31 004E B DOUBLE FLUSH CLOSET 04 7' - 0" 6' - 8" HCW WD NIA DOUBLE FLUSH 88 005A C SLIDING BARN DOOR 05 3' - 4" 71.011 '-0" HCW WD NIA SLIDING BARN DOOR 231 005B C SLIDING BARN DOOR 05 2' - 10" 7' - 0" HCW WD N/A SLIDING BARN DOOR 66 007B D BIPASS CLOSET 06 61.011 71.011 HCW WD NIA CLOSET 18 008 H EXTERIOR TRIPLE SLIDER 07 91. 0" 71.011 VINYL/GL VINYL NIA LOCKABLE 124 009 J EXTERIOR DOUBLE SLIDER 07 69.011 7' - 0" VINYL/GL VINYL NIA LOCKABLE 4 GENERAL DOOR NOTES 1. MAXIMUM THRESHOLD TO BE 112" AT BARRIER FREE UNITS AND PUBLIC SPACES. 2. HARDWARE GROUPS BY OTHERS 3. ALL REQUIRED FIRE RATED DOORS SHALL BEAR LABEL FROM RECOGNIZED AGENCY. TRANSMITTED TEMPERATURE END POINT TO BE 450 DEGREES FOR STAIR DOORS PER IBC 715.4.4.. 4. FIRE RATED DOORS SHALL BE SELF -CLOSING AND SELF -LATCHING. 5. PROVIDE SMOKE GASKETING FOR ALL EXIT DOORS. 6. GLAZING SHALL MEET REQUIREMENTS OF IBC 2406. G.C. TO COORDINATE ROLL -UP AUTOMATIC DOOR AND SECURITY CONTROL WITH BUILDING OCCUPANT ACCESS CONTROL PROGRAM. 7. OPAQUE DOORS SHALL MEET WSEC TABLE C402.1.2 CODE UA, SEE SHEET G020 & G021 FOR DOOR U-FACTORS. 8. 20 MIN DOORS AND FRAME TO SHOW APPROVED LABEL FOLLOWS BY LETTER'S' FOLLOWED BY NAME OF THE SERVICE AGENCY CONDUCTING THE TESTING. 9. TOTAL DOOR MANF. DOORS SHALL COMPLY WITH CA1004.2b AND SHALL BE AUTOMATIC CLOSING ACTUATED BY SMOKE DETECTOR. DESIGN TO PREVENT THE ACCUMULATION OF SMOKE OR TOXIC GASES BY THE DOOR ASSEMBLY 10. ELEVATOR HOISTWAY ENTRANCE DOORS AT EACH FLOOR OPENING SHALL BE 90 MINUTE "UL" B LABEL 11. ALL TRASH CHUTE DOORS TO BE SELF -CLOSING 90 MIN. FIRE RATED. 15" X 18" U.O.N. VERIFY WITH OWNER. 12, ELEVATORS TO BE PRESSURIZED; LOBBY WALLS & OPENINGS ARE NON -RATED & FOR BUILDING COCCUPANT ACCESS CONTROL ONLY. 13. MIN. CLEAR DOOR OPENING WIDTHS OF 32 INCHES ARE REQUIRED ALONG THE ACCESSIBLE ROUTE MEASURED BETWEEN FACE OF DOOR AT 90 DEGREES OPEN AND. INSIDE FACE OF DOOR STOP IN FRAME 14. AT ALL WINDOWS & EXTERIOR SLIDING GLASS DOORS, PROVIDE TRICKLE VENTS PER UNIFORM MECHANICAL CODE. 15 IN BUILDINGS IN OCCUPANCY GROUP A HAVING AN OCCUPANT LOAD OF 300 OR LESS GROUPS B F M AND S AND IN PLACES OF RELIGIOUS WORSHIP THE MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY -OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED: -THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED, -A READILY VISIBLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND; AND -THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOCABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. -WHERE DOORS ARE USED IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED TO BE USED, PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACE -MOUNTED HARDWARE. 16. VIEWPORTS IN UNIT DOORS EXITING INTO CORRIDOR ARE REQUIRED TO MEET 716.5.3 EXCEPTION #1: VIEWPORTS THAT REQUIRE A HOLE NOT LARGER THAN 1 INCH IN DIAMETER THROUGH THE DOOR, HAVE NOT LESS THAN A 0.25-INCH-THICK GLASS DISC AND THE HOLDER IS OF METAL THAT WILL NOT MELT OUT WHERE SUBJECT TO TEMPERATURES OF 1,700°F. lFe.. a ACCESSIBLE DOOR HARDWARE NOTES: 1. HANDLESS, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO PERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MINIMUM AND 48" MAXIUM ABOVE THE FLOOR. ICC A117.1-2009 SECTION 404.2.6. AND 2015 IBC 1010.1.9.3 2. LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WHERE ANY OF THE FOLLOWINGS EXISTS: IN BUILDINGS IN OCCUPANCY GROUP A HAVING AN OCCUPANT LOAD OF 300 OR LESS, GROUPS B, F, M AND S AND MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY -OPERATED LOCKING DEVICES FROM THE EGRESS SIDE. 2015 IBC 1010.1.9.1 3. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 2015 ICB 1010.1.9.5 nor& Eft A b U FLUSH DOUBLE FLUSH SLIDING BARN DOOR BIPASS SG\ SG SG SG SG SG SG U n FLUSH DOUBLE FLUSH HM/GLASS DOOR 3 PART INTERIOR SLIDING GLASS WITH LITE WITH FULL LITE WITH SIDELITE L SINGLE DOUBLE -STOREFRONT ELEVATOR FIRE STOREFRONT &SMOKE DOOR SG =SAFETY GLAZING REQUIRED OVERHEAD DOOR (GARAGE -PERFORATED PANEL) SG SG i DOUBLE SLIDING GLASS f stud 'C'MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 6181 REGISTERED ARCHA.GT f-CP ARLES STRAZZKF STATE OF WASHINGTON TITLE STAMP KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 Zj, 05.22.19 BP CORRECTION #2 /2\ 08.01.19 BP CORRECTION #3 /3\ 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS DOOR SCHEDULE c �ti �0V I V r � a { t 'mil' ! frni�v C •a �..f L � .� �..� SHEET NUMBER LEVEL 1 DOOR NO. I TYPE I LOCATION I HW GROUP I WIDTH I HEIGHT I MATERIAL I FRAME I FIRE RATING COMMENTS GENERAL DOOR NOTES REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION 5 Eric Czwfer BUILDING OFFICIAL Apr 25 2022 APPROVED DATE 100A F LOBBY 09 6' - 0" 7' - 0" AL/GL AL N/A PANIC HRD WR, LOCKABLE, CARD ACCESS 100B L LOBBY 08 6' - 0" 8' - 0" GL AL N/A CARD ACCESS, PUSH PULL BAR, MAG LOCK 100C L LOBBY 08 6' - 0" 8' - 0" GL AL N/A CARD ACCESS, PUSH PULL BAR, MAG LOCK 101A A WATER/RISER RM 14 3' - 0" 7' - 0" HM HM 45 MIN SELF CLOSING, LOCKABLE 101AA A WATER/RISER RM 14 3' - 0" 7' - 0" HM HM 45 MIN SELF CLOSING, LOCKABLE 101 B A RESTROOM 21 3' - 0" 7' - 0" HCW WD N/A PRIVACY LOCK 101 C A RESTROOM 21 3' - 0" 7' - 0" HCW WD N/A PRIVACY LOCK 101 D F LOBBY 09 6' - 0" 7' - 0" AL/GL AL N/A PANIC HRD WR, LOCKABLE, CARD ACCESS 102A K GYM 10 3' - 0" 7' - 10" AL/GL AL N/A 102B A GYM 14 3' - 0" 7' - 0" HM HM N/A LOCKABLE 104A A BIKE STORAGE 14 3' - 0" 7' - 0" HM HM N/A LOCKABLE 104B K BIKE STORAGE 11 3' - 0" 7' - 0" ALU STF N/A CARD ACCESS 105B A ELECTRICAL ROOM 13 3' - 0" 7' - 0" HM HM 45 MIN PANIC HRD WR, SELF CLOSING, LOCKABLE 105C A ELECTRICAL ROOM 12 3' - 0" 7' - 0" HM HM 45 MIN PANIC HRD WR, SELF CLOSING, LOCKABLE 106 A STOR/UTILITY 14 3' - 0" 7' - 0" HM HM N/A LOCKABLE 106A B ELECTRICAL ROOM 12 8' - 0" 7' - 0" HM HM 45 MIN PANIC HRD WR, SELF CLOSING, LOCKABLE E - 3 A ELEVATOR MACHINE RM 16 3' - 0" 7' - 0" HM HM 90 MIN SELF CLOSING, LOCKABLE ST- A100 E STAIR A 15 3' - 0" 7' - 0" HM HM 90 MIN SELF CLOSING ST-B100 E STAIR B 15 3' - 0" 7' - 0" HM HM 90 MIN SELF CLOSING ST-13101 E STAIR B 15 3' - 0" 7' - 0" HM HM 90 MIN SELF CLOSING LEVEL P2 DOOR NO. TYPE LOCATION HW GROUP WIDTH HEIGHT MATERIAL FRAME FIRE RATING COMMENTS 003C A 14 3' - 0" 7' - 0" HM HM N/A LOCKABLE OA GA E DOPW OC , C ACC 200 GE DO 13 ' - 0" - 0" M MIN P RP SE OSI OC E 201A G LOBBY 17 3' - 6" 8' - 0" HM GL N/A LOCKABLE, CARD ACCES, 42" DOOR + 22" SIDELITE 201 B F LOBBY 09 6' - 0" 7' - 0" AL/GL AL N/A PANIC HRD WR, LOCKABLE, CARD ACCESS 202C Q LEASING PER MFR 12'- 6" 11'- 3" AL/GL AL N/A SINGLE SWING WITH TRIPLE ACCORDION DOOR 202D A WORK RM 3' - 0" 7' - 0" 202E A PRIVATE OFFICE 3' - 0" 7' - 0" WD - PER I.D. MTL - PER I.D. 203 A STOR. 14 3' - 0" 7' - 0" HM HM N/A LOCKABLE 204 B TRASH/RECYLCING 18 6' - 0" 7' - 0" HM HM 90 MIN SELF CLOSING 205 A ELECTRICAL ROOM 13 3' - 0" 7' - 0" HM HM 45 MIN PANIC HRD WR, SELF CLOSING, LOCKABLE 206 A STOR/UTILITY 14 3' - 0" 7' - 0" HM HM N/A LOCKABLE ST-A200 E STAIR A 15 3' - 0" 7' - 0" HM HM 90 MIN SELF CLOSING ST-13200 E STAIR B 15 3' - 0" 7' - 0" HM HM 90 MIN SELF CLOSING LEVEL R1 DOOR NO. TYPE LOCATION HW GROUP WIDTH HEIGHT MATERIAL FRAME FIRE RATING COMMENTS 300 P CORRIDOR PER MFR 6'- 0" 7' - 0" HM HM 90 MIN SELF CLOSING, PANIC HARDWARE, DOUBLE EGRESS FIRE DOOR 300A A UTILITY 14 3' - 0" 7' - 0" HM HM N/A LOCKABLE 300B A UTILITY 14 3' - 0" 7' - 0" HM HM N/A LOCKABLE 330A A AMENITY 10 3' - 6" 7' - 0" WD WD 20 MIN LOCKABLE, CARD ACCESS 330B G AMENITY 17 3' - 6" 8' - 0" HM GL N/A LOCKABLE, CARD ACCESS, 36" DOOR + 30" SIDELITE 330C A WOMEN RESTROOM 21 3' - 0" 7' - 0" HCW WD N/A PRIVACY LOCK 330D A MEN RESTROOM 21 3' - 0" 7' - 0" HCW WD N/A PRIVACY LOCK 332 E TRASH/RECYLCING 14 3' - 0" 7' - 0" HM HM 45 MIN SELF CLOSING 333 A STOR/UTILITY 14 3' - 0" 7' - 0" HM HM N/A LOCKABLE 341A G AMENITY 17 3' - 6" 8' - 0" HM GL N/A LOCKABLE, CARD ACCESS, 36" DOOR + 30" SIDELITE 341 B G AMENITY 10 3' - 6" 8' - 0" HM GL N/A LOCKABLE, CARD ACCESS, 36" DOOR + 22" SIDELITE 342 A RESTROOM 21 3' - 0" 7' - 0" HCW WD N/A PRIVACY LOCK ST-A300 E STAIR A 15 3' - 0" 7' - 0" HM HM 90 MIN SELF CLOSING ST-13300 E STAIR B 15 3' - 0" 7' - 0" HM HM 90 MIN SELF CLOSING LEVEL R2 DOOR NO. TYPE LOCATION HW GROUP WIDTH HEIGHT MATERIAL I FRAME FIRE RATING COMMENTS 400 P CORRIDOR PER MFR 6'- 0" 7' - 0" HM HM 90 MIN SELF CLOSING, PANIC HARDWARE, DOUBLE EGRESS FIRE DOOR 400A A UTILITY 14 3' - 0" 7' - 0" HM HM N/A LOCKABLE 400B A UTILITY 14 3' - 0" 7' - 0" HM HM N/A LOCKABLE 432 E TRASH/RECYLCING 14 3' - 0" 7' - 0" HM HM 45 MIN SELF CLOSING 433 A IDF/UTILITY 14 3' - 0" 7' - 0" HM HM N/A LOCKABLE ST -B400 E STAIR B 15 3' - 0" 7' - 0" HM HM 90 MIN SELF CLOSING ST- A400 E STAIR A 15 3' - 0" 7' - 0" HM HM 90 MIN SELF CLOSING LEVEL R3 DOOR NO. TYPE LOCATION HW GROUP WIDTH HEIGHT MATERIAL FRAME FIRE RATING COMMENTS 500 P CORRIDOR PER MFR 6'- 0" 7' - 0" HM HM 90 MIN SELF CLOSING, PANIC HARDWARE, DOUBLE EGRESS FIRE DOOR 500A A UTILITY 14 3' - 0" 7' - 0" HM HM N/A LOCKABLE 500B A UTILITY 14 3' - 0" 7' - 0" HM HM N/A LOCKABLE 532 E TRASH/RECYLCING 14 3' - 0" 7' - 0" HM HM 45 MIN SELF CLOSING 533 A IDF/UTILITY 14 3' - 0" 7' - 0" HM HM N/A LOCKABLE ST-A500 E STAIR A 15 3' - 0" 7' - 0" HM HM 90 MIN SELF CLOSING ST-13500 E STAIR B 15 3' - 0" 7' - 0" HM HM 90 MIN SELF CLOSING LEVEL R4 DOOR NO. TYPE LOCATION HW GROUP WIDTH HEIGHT MATERIAL FRAME FIRE RATING COMMENTS 600 P CORRIDOR PER MFR 6'- 0" 7' - 0" HM HM 90 MIN SELF CLOSING, PANIC HARDWARE, DOUBLE EGRESS FIRE DOOR 600A A UTILITY 14 3' - 0" 7' - 0" HM HM N/A LOCKABLE 600B A UTILITY 14 3' - 0" 7' - 0" HM HM N/A LOCKABLE 632 E TRASH/RECYLCING 14 14 3' - 0" 3' - 0" 7' - 0" 7' - 0" HM HM HM HM 45 MIN N/A SELF CLOSING 633 A STOR/UTILITY LOCKABLE ST-A600 E STAIR A 15 3' - 0" 7' - 0" HM HM 90 MIN SELF CLOSING ST-B600 E STAIR B 15 3' - 0" 7' - 0" HM HM 90 MIN SELF CLOSING LEVEL R5 DOOR NO. TYPE LOCATION HW GROUP WIDTH HEIGHT MATERIAL FRAME FIRE RATING COMMENTS 700 P CORRIDOR PER MFR 6'- 0" 7' - 0" HM HM 90 MIN SELF CLOSING, PANIC HARDWARE, DOUBLE EGRESS FIRE DOOR 700A A UTILITY 14 3' - 0" 7' - 0" HM HM N/A SELF CLOSING, LOCKABLE 700B A UTILITY 14 3'- 0" 7' - 0" HM HM N/A SELF CLOSING, LOCKABLE 732 E TRASH/RECYLCING 14 3' - 0" 7' - 0" HM HM 45 MIN SELF CLOSING 733 A STOR/UTILITY 14 3' - 0" 7' - 0" HM HM N/A SELF CLOSING, LOCKABLE ST-A700 E STAIR A 15 15 3' - 0" 3' - 0" 7' - 0" 7' - 0" HM HM HM HM 90 MIN 90 MIN SELF CLOSING SELF CLOSING ST-13700 E STAIR B TYPICAL RESIDENTIAL UNIT DOOR NO. TYPE UNIT LOCATION HW GROUP WIDTH HEIGHT �ATERIAL FRAME FIRE RATING DESCRIPTION 001 A UNIT ENTRY SINGLE FLUSH 01 3' - 0" 7' - 0" HM HM 20 MIN SELF CLOSING, LOCKABLE, INSTALL 2 VIEWERS @ TYPE A UNITS 002 A SINGLE FLUSH BED/BATH 02 3' - 0" 7' - 0" HCW WD N/A LOCKABLE 003A A SINGLE FLUSH CLOSET 03 3' - 0" 7' - 0" HCW WD N/A CLOSET/LAUNDRY 003B A SINGLE FLUSH CLOSET 03 2' - 6" 7' - 0" HCW WD N/A CLOSET 004A B DOUBLE FLUSH CLOSET 04 5' - 0" 7' - 0" HCW WD N/A CLOSET/LAUNDRY 004B 005A D BIPASS CLOSET SLIDING BARN DOOR 04 7' - 0" 7' - 0" 7' - 0" HCW HCW WD N/A CLOSET SLIDING BARN DOOR C 05 3- 4" WD N/A 005B C SLIDING BARN DOOR 05 2' - 10" 7' - 0" HCW WD N/A SLIDING BARN DOOR 007B D BIPASS CLOSET 06 6' - 0" 7' - 0" HCW WD N/A CLOSET 008 H EXTERIOR TRIPLE SLIDER 07 9' - 0" 7' - 0" VINYL/GL VINYL N/A LOCKABLE 009 1 EXTERIOR DOUBLE SLIDER 07 6' - 0" 7' - 0" VINYL/GL VINYL N/A LOCKABLE 1. MAXIMUM THRESHOLD TO BE 1/2" AT BARRIER FREE UNITS AND PUBLIC SPACES. 2. HARDWARE GROUPS BY OTHERS 3. ALL REQUIRED FIRE RATED DOORS SHALL BEAR LABEL FROM RECOGNIZED AGENCY. TRANSMITTED TEMPERATURE END POINT TO BE 450 DEGREES FOR STAIR DOORS PER IBC 715.4.4. 4. FIRE RATED DOORS SHALL BE SELF -CLOSING AND SELF -LATCHING. 5. PROVIDE SMOKE GASKETING FOR ALL EXIT DOORS. 6. GLAZING SHALL MEET REQUIREMENTS OF IBC 2406. G.C. TO COORDINATE ROLL -UP AUTOMATIC DOOR AND SECURITY CONTROL WITH BUILDING OCCUPANT ACCESS CONTROL PROGRAM. 7. OPAQUE DOORS SHALL MEET WSEC TABLE C402.1.2 CODE UA, SEE SHEET G020 & G021 FOR DOOR U-FACTORS. 8. 20 MIN DOORS AND FRAME TO SHOW APPROVED LABEL FOLLOWED BY LETTER'S' FOLLOWED BY NAME OF THE SERVICE AGENCY CONDUCTING THE TESTING. 9. TOTAL DOOR MANF. DOORS SHALL COMPLY WITH CA1004.2b AND SHALL BE AUTOMATIC CLOSING ACTUATED BY SMOKE DETECTOR. DESIGN TO PREVENT THE ACCUMULATION OF SMOKE OR TOXIC GASES BY THE DOOR ASSEMBLY 10. ELEVATOR HOISTWAY ENTRANCE DOORS AT EACH FLOOR OPENING SHALL BE 90 MINUTE IIULII B LABEL 11. ALL TRASH CHUTE DOORS TO BE SELF -CLOSING 90 MIN. FIRE RATED. 15" X 18" U.O.N. VERIFY WITH OWNER. 12. ELEVATORS TO BE PRESSURIZED; LOBBY WALLS & OPENINGS ARE NON -RATED & FOR BUILDING COCCUPANT ACCESS CONTROL ONLY. 13. MIN. CLEAR DOOR OPENING WIDTHS OF 32 INCHES ARE REQUIRED ALONG THE ACCESSIBLE ROUTE MEASURED BETWEEN FACE OF DOOR AT 90 DEGREES OPEN AND INSIDE FACE OF DOOR STOP IN FRAME 14. AT ALL WINDOWS & EXTERIOR SLIDING GLASS DOORS, PROVIDE TRICKLE VENTS PER UNIFORM MECHANICAL CODE. 15 IN BUILDINGS IN OCCUPANCY GROUP A HAVING AN OCCUPANT LOAD OF 300 OR LESS, GROUPS B, F, M AND S, AND IN PLACES OF RELIGIOUS WORSHIP, THE MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY -OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED: -THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED, -A READILY VISIBLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND; AND -THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOCABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. -WHERE DOORS ARE USED IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED TO BE USED, PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACE -MOUNTED HARDWARE. 16. VIEWPORTS IN UNIT DOORS EXITING INTO CORRIDOR ARE REQUIRED TO MEET 716.5.3 EXCEPTION #1: VIEWPORTS THAT REQUIRE A HOLE NOT LARGER THAN 1 INCH IN DIAMETER THROUGH THE DOOR, HAVE NOT LESS THAN A 0.25-INCH-THICK GLASS DISC AND THE HOLDER IS OF METAL THAT WILL NOT MELT OUT WHERE SUBJECT TO TEMPERATURES OF 1,700°F. Examples of -kciressi le Door Hardware Handle Pill] Bar Lever r ACCESSIBLE DOOR HARDWARE NOTES: 1. HANDLESS, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO PERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 341, MINIMUM AND 481, MAXIUM ABOVE THE FLOOR. ICC Al 17.1-2009 SECTION 404.2.6. AND 2015 IBC 1010.1.9.3 2. LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WHERE ANY OF THE FOLLOWINGS EXISTS: IN BUILDINGS IN OCCUPANCY GROUP A HAVING AN OCCUPANT LOAD OF 300 OR LESS, GROUPS B, F, M AND S AND MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY -OPERATED LOCKING DEVICES FROM THE EGRESS SIDE. 2015 IBC 1010.1.9.1 3. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 2015 ICB 1010.1.9.5 A B C D FLUSH DOUBLE FLUSH SLIDING BARN DOOR BYPASS FLUSH DOUBLE FLUSH HM/GLASS DOOR 3 PART INTERIOR SLIDING GLASS DOUBLE SLIDING GLASS WITH LITE WITH FULL LITE WITH SIDELITE K SINGLE STOREFRONT L DOUBLE -STOREFRONT M ELEVATOR FIRE & SMOKE DOOR SG SG SIG SG P Q DOUBLE EGRESS EUROCRAFT - LANE FIRE DOOR SINGLE SWING W/ ACCORDION PANEL DOOR 11 OVERHEAD COLING DOOR (GARAGE - PERFORATED) SG = SAFETY GLAZING REQUIRED StUdOMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com © 2020 STUDIO MENG STRAZZARA Goodman Real Estate TITLE HWY 99 EDMONDS 23400 HWY 99 EDMONDS, WA, 98026 STAMP KEY PLAN BLD2018-1622 #7- MISC REVISION Apr 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 Zj� 05.22.19 BP CORRECTION #2 2 BP CORRECTION #3/3 _08.01.19 11.14.19 2 HR FIREWALL CORR. 4 02.03.20 CONSTRUCTION SET 02.18.20 BP REVISION 5 04.04.22 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS DOOR SCHEDULE SHEET NUMBER HARDWARE GROUP NO. 01 HARDWARE GROUP NO. 10 HARDWARE GROUP NO. 16 EACH TO HAVE: QTY DESCRIPTION 3 EA HINGE 1 EA PASSAGE SET 1 EA DEADBOLT 1 EA PASSAGE SET 1 EA SGL CYL X TURN DB 1 EA SURFACE CLOSER 1 EA KICK PLATE 1 EA DOOR STOP 1 EA DOOR SWEEP 1 EA THRESHOLD 1 EA GASKETING 1 EA VIEWER 4 EA CREDENTIAL 1 EA CREDENTIAL HARDWARE GROUP NO. 02 EACH TO HAVE: QTY DESCRIPTION 3 EA HINGE 1 EA PASSAGE SET 1 EA PRIVACY LOCK 1 EA DOOR STOP 3 EA SILENCER HARDWARE GROUP NO. 03 EACH TO HAVE: QTY DESCRIPTION 3 EA HINGE 1 EA PASSAGE SET 1 EA DOOR STOP 3 EA SILENCER HARDWARE GROUP NO. 04 EACH TO HAVE: CATALOG NUMBER 5BB1 4.5 X 4.5 NRP W101 S LAT BE467F GRW ...ALTERNATE F 10 LAT ..GRIN ROSE ...ALTERNATE D241 CP6 SC61 REG 8400 10" X 2" LDW B-CS 061 USE IVES 70 HINGE WALL NOT AVA I LAE 253A 545A-MSLA-10 188SBK PSA U 698 STOP WHERE INSTALL 2 VIEWERS AT TYPE A UNITS 9651 9691 T CATALOG NUMBER 1011 3.5 X 3.5 J10 DOV ...VERIFY BATHROOM OR BEDROOM J40 DOV 061 USE IVES 70 HINGE STOP WHERE WALL NOT AVAILABLE SR66 CATALOG NUMBER 1011 3.5 X 3.5 J 10 DOV 061 USE IVES 70 HINGE STOP WHERE WALL NOT AVAILABLE SR66 QTY DESCRIPTION CATALOG NUMBER 6 EA HINGE 1011 3.5 X 3.5 2 EA ROLLER LATCH RL30A 2 EA SINGLE DUMMY TRIM J170 2 EA DOOR STOP 061 USE IVES 70 HINGE STOP WHERE WALL NOT AVAILABLE 2 EA SILENCER SR66 HARDWARE GROUP NO. 05 EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER 1 SET TRACK ASSEMBLY (UP C-205-4 TO 300 LB DOOR) 1 EA DOOR PULL, 1" ROUND PR 8103HD 12" N HARDWARE GROUP NO. 06 EACH TO HAVE: QTY DESCRIPTION 1 EA BIPASS ASSEMBLY 4 EA FLUSH PULL HARDWARE GROUP NO. 07 EACH TO HAVE: QTY DESCRIPTION HARDWARE GROUP NO. 08 EACH TO HAVE: CATALOG NUMBER 111SD 221 CATALOG NUMBER HARDWARE BY DOOR 1 FRAME MANUFACTURER EACH TO HAVE: EACH TO HAVE: FINISH MFR QTY DESCRIPTION CATALOG NUMBER FINISH MFR QTY DESCRIPTION CATALOG NUMBER FINISH MFR 630 IVE 4 EA HINGE 5BB1 4.5 X 4.5 652 IVE 3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 626 FAL 1 EA STOREROOM LOCK W581 P6 QUA 626 FAIL 626 SCH 1 EA CLASSROOM LOCK W561 P6 QUA 626 FAL 1 EA SURFACE CLOSER SC71A REG OR PA AS REQ 689 FAL 1 EA LOCK GUARD LG10 630 IVE 626 SCH 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA SURFACE CLOSER SC71 HDPA 689 FAL 1 EA KICK PLATE 8404 10" X 2" LDW B-CS 630 IVE 1 EA WALL STOP WS406i407GGV 630 IVE 626 FAL 3 EA SILENCER SR64 .GRY IVE 1 EA WALL STOP WS406I407CCV 630 IVE 89 FAL EA RAIN DRIP 142A AL ZER 6EA GASKETING 50A A ZER 689 IVE 1 EA DOOR SWEEP 39A A ZER 652 IVE HARDWARE GROUP NO. 11 EA THRESHOLD 655A-MSLA-10 A ZER A ZER EACH TO HAVE: A ZER QTY DESCRIPTION CATALOG NUMBER FINISH MFR BK ZER 1 EA PIVOT SET 7226 SET 626 IVE HARDWARE GROUP NO. 17 626 IVE 1 EA INTERMEDIATE PIVOT 7226 INT 626 IVE 1 EA PANIC HARDWARE 24-R-NL-OP-1439 626 FAL EACH TO HAVE: BLK SCE 1 EA RIM CYLINDER 20-057 626 SCH BLK SCE 1 EA MORTISE CYLINDER 20-061 626 SCH QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 EA ELECTRIC STRIKE 6111 FSE 630 VON 6 EA HINGE 5BB1 HW 4,5 X 4.5 652 IVE 1 EA 90 DEG OFFSET PULL 819OHD 12" O 630 IVE 1 EA FIRE EXIT HARDWARE F-25-V-EO-LBR 630 FAL 1 EA OH STOP 100S 630 GLY 1 EA FIRE EXIT HARDWARE F-25-V-L-LBR-QUA -626 FAL 1 EA SURFACE CLOSER SC81 HDPA 689 FAL 1 EA RIM CYLINDER 20-057 626 SCH 1 EA MOUNTING PLATE - PS SC80-18PA 689 FAL 1 EA RIM CYLINDER 20-057-ICX 626 SCH 1 EA BLADE STOP SPACER SC80-61 689 FAL 1 EA MORTISE CYLINDER 20-061 626 SCH FINISH MFR 1 EA THRESHOLD 655A-MSLA-10 A ZER 1 EA MORTISE CYLINDER 20-061-ICX 626 SCH FIN FIN CARD READER - WORK OF DIVISION 28 2 EA SURFACE CLOSER SC81 HDPA 689 FAL 46 IVE EA WEATHERSTRIP BY DOOR/FRAME 2 EA KICK PLATE 8400 10" X 1" LDW B-CS 630 IVE 6SCH MANUFACTURER 2 EA WALL STOP WS406/407CCV 630 IVE 630 SCH 2 EA MEETING STILE 328AA AA ZER 652 IVE 1 EA GASKETING 188SBK PSA BK ZER HARDWARE GROUP NO. 12 GRY IVE EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR HARDWARE GROUP NO. 18 6 EA HINGE 51361 HW 4.5 X 4.5 NRP 630 IVE EACH TO HAVE: 1 EA FIRE EXIT HARDWARE F-25-V-EO 630 FAL 1 EA FIRE EXIT HARDWARE F-25-V-NL 630 FAL QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 EA RIM CYLINDER 20-057 626 SCH 6 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA RIM CYLINDER 20-057-ICX 626 SCH 1 SET AUTO FLUSH BOLT FB31 P 630 IVE 1 EA MORTISE CYLINDER 20-061 626 SCH 1 EA DUST PROOF STRIKE DP2 626 IVE 1 EA MORTISE CYLINDER 20-061-ICX 626 SCH 1 EA STOREROOM LOCK W581 P6 QUA 626 FAL FINISH MFR 2 EA SURFACE CLOSER SC81 HDPA 689 FAL 1 EA COORDINATOR COR X FL 628 IVE 646 IVE 2 EA KICK PLATE 8400 10" X 1" LDW B-CS 630 IVE 2 EA MOUNTING BRACKET MB 689 IVE 630 SCH 2 EA WALL STOP WS406/407CCV 630 IVE 2 EA SURFACE CLOSER SC71 HDPA 689 FAL 652 IVE 1 EA RAIN DRIP 142A AL ZER 2 EA KICK PLATE 8400 10" X 1" LDW B-CS 630 IVE 1 EA GASKETING 50A A ZER 2 EA WALL STOP WS406/407CCV 630 IVE 2 EA MEETING STILE 328AA AA ZER 2 EA MEETING STILE 328AA AA ZER GRY IVE 2 EA DOOR SWEEP 39A A ZER 1 EA GASKETING 188SBK PSA BK ZER 1 EA THRESHOLD 655A-MSLA-10 A ZER FINISH MFR 646 IVE 626 IVE 630 SCH 652 IVE GRY IVE FINISH MFR CL KNC 630 IVE FINISH MFR JOH 626 IVE FINISH MFR QTY DESCRIPTION CATALOG NUMBER FINISH MFR 2 EA PIVOT SET 7226 SET 626 IVE 4 EA INTERMEDIATE PIVOT 7226 INT 626 IVE 2 EA MAGNETIC LOCK M452 628 SCE 2 EA PUSH/PULL BAR 919OHD-12"-NO 630 IVE 2 EA OH STOP 100S 630 GLY 2 EA SURFACE CLOSER SC81A REG OR PA AS REQ 689 FAL 1 EA THRESHOLD 545A-MSLA-10 A ZER 1 EA PUSHBUTTON 623GREX DA 629 SCE 1 EA MOTION SENSOR SCANII WHT SCE 1 EA POWER SUPPLY PS902 FA900 LGR FAL 1 CARD READER - WORK OF DIVISION 28 1 EA WEATHERSTRIP BY DOOR/FRAME MANUFACTURER HARDWARE GROUP NO.09 EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER 2 EA PIVOT SET 7226 SET 4 EA INTERMEDIATE PIVOT 7226 INT 2 EA PANIC HARDWARE 24-C-C-718 2 EA MORTISE CYLINDER 986 A09894-001 2 EA RIM CYLINDER 20-057-ICX 2 EA MORTISE CYLINDER 20-061-ICX 2 EA FS I C CORE 23-030 - 2 EA 90 DEG OFFSET PULL 819OHD 12" O 2 EA OH STOP 100S 2 EA SURFACE CLOSER SC71 HDPA 2 EA TOP RAIL DROP PLATE SC70-18PA 2 EA CUSH SHOE SUPPORT SC70-30 2 EA BLADE STOP SPACER SC70-61 1 EA THRESHOLD 655A-MSLA-10 1 EA WEATHERSTRIP BY DOOR/FRAME MANUFACTURER a10IIynI a 626 IVE 626 IVE 626 FAL 626 FAL 626 SCH 626 SCH 626 SCH 630 IVE 630 GLY 689 FAL 689 FAL 689 FAL 689 FAL A ZER HARDWARE GROUP NO. 13 EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER 3 EA HINGE 5BB1 HW 4.5 X 4.5 1 EA FIRE EXIT HARDWARE F-25-R-NL-CYL 1 EA MORTISE CYLINDER 986 A09894-001 1 EA SURFACE CLOSER SC71 HDPA 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 1 EA WALL STOP WS406/407CCV 1 EA GASKETING 188SBK PSA HARDWARE GROUP NO. 14 EACH TO HAVE: QTY DESCRIPTION 3 EA HINGE 1 EA STOREROOM LOCK 1 EA SURFACE CLOSER 1 EA KICK PLATE 1 EA WALL STOP 1 EA GASKETING HARDWARE GROUP NO. 15 EACH TO HAVE: QTY DESCRIPTION 3 EA HINGE 1 EA PASSAGE SET 1 EA SURFACE CLOSER 1 EA KICK PLATE 1 EA WALL STOP 1 EA DOOR SWEEP 1 EA THRESHOLD 1 EA GASKETING CATALOG NUMBER 5BB1 4.5 X 4.5 W581 P6 QUA ...TRASH ROOMS USE CLASSROOM... VERIFY WITH ARCHITECT, SC81 A REG OR PA AS REQ 8400 10" X 2" LDW B-CS WS406/407CVX 188SBK PSA CATALOG NUMBER 513131 4.5 X 4.5 W101S QUA SC71 A REG OR PA AS REQ 8400 10" X 2" LDW B-CS WS406/407CVX 39A 655A-MSLA-10 188SBK PSA FINISH MFR 652 IVE 630 FAL 626 FAL 689 FAL 630 IVE 630 IVE BK ZER FINISH MFR 652 IVE 626 FAL 689 FAL 630 IVE 630 IVE BK ZER FINISH MFR 652 IVE 626 FAL 689 FAL 630 IVE 630 IVE A ZER A ZER BK ZER HARDWARE GROUP NO. 19 EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA PASSAGE SET W101 S QUA 626 FAL 1 EA SURFACE CLOSER SC71 HDPA 689 FAL 1 EA FIRE/LIFE WALL MAG SEM7850 689 LCN 1 EA GASKETING 188SBK PSA BK ZER OPERATIONAL DESCRIPTION LATCH BOLT BY LEVERS AT ALL TIMES. SELF -CLOSING MAGNETIC HOLD OPEN IS CONTINUOUSLY ENERGIZED ALLOWING THE DOORS TO BE HELD OPEN UNDER NORMAL BUILDING CONDITIONS. WHEN THE FIRE ALARM IS ACTIVATED, POWER TO THE MAGNETIC HOLD OPEN IS DISCONNECTED CAUSING THE DOORS TO CLOSE AUTOMATICALLY. GASKETING HARDWARE GROUP NO. 20 EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER 6 EA HINGE 5BB1 4.5 X 4.5 1 SET AUTO FLUSH BOLT FB31 P 1 EA DUST PROOF STRIKE DP2 1 EA CLASSROOM LOCK W561 P6 QUA 1 EA COORDINATOR COR X FL 2 EA MOUNTING BRACKET MB 2 EA SURFACE CLOSER SC71 HDPA 2 EA KICK PLATE 8400 10" X 1" LDW B-CS 2 EA WALL STOP WS406/407CCV 2 EA MEETING STILE 328AA 1 EA GASKETING 188SBK PSA HARDWARE GROUP NO. 21 EACH TO HAVE: QTY DESCRIPTION 3 EA HINGE 1 EA PRIVACY LOCK 1 EA KICK PLATE 1 EA KICK PLATE 1 EA WALL STOP 1 EA GASKETING CATALOG NUMBER 5BB1 4.5 X 4.5 W301 S QUA 8400 10" X 1" LDW B-CS 8400 10" X 2" LDW B-CS WS406/407CCV 188SBK PSA HARDWARE GROUP NO. COMP EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER 5 EA DEADBOLT BE467F GRW ...FOR TRAINING 1 EA MULTITECH READER MT20W OPERATIONAL DESCRIPTION MULTI -TECHNOLOGY CREDENTIAL ENROLLMENT READER FINISH MFR 652 IVE 630 IVE 626 IVE 626 FAL 628 IVE 689 IVE 689 FAL 630 IVE 630 IVE AA ZER BK ZER FINISH MFR 652 IVE 626 FAL 630 IVE 630 IVE 630 IVE BK ZER FINISH MFR 626 SCH BLK SCE stud' 10MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate TITLE 23400 HWY 99 EDMONDS, WA, 98026 STAMP 6181 REGISTERED 2�. ARCHYi',-CT STATE OF WASHINGTON KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 Zj, 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 /3\ 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS DOOR HARDWARE GROUPS Q D PER B.E. DWGS. D TYPICAL INTERIOR WALL, WALL TYPE PER FLOORPLANS, WALL TYPE PER FLOORPLANS, I I I 1X P.T. WOOD STRAPPING WALL TYPE PER FLOORPLANS, SEE SEE G200 FOR WALL ASSEMBLY DETAILS SEE G200 FOR WALL ° I I i DRAINAGE CAVITY G200 FOR WALL ASSEMBLY DETAILS ASSEMBLY DETAILS CONCRETE WALL I I I CLADDING PER ELEVATIONS ° PER STRUCT. I I I p HEADER PER STRUCT. W/R-10 RIGID a I I I INSULATION MTL. STUDS @ LEVEL 1, MTL. STUDS @ LEVEL 1, MTL. STUDS @ LEVEL 1, D I 1 I WOOD STUDS @ UPPER FLOORS WOOD STUDS @UPPER FLOORS WOOD STUDS @ UPPER FLOORS I I I WATERPROOFING PER B.E. DWGS. D I ll a D I i f INSECT SCREEN p I I [ 4" J-MOULD TRIM W/WEEPHOLES 31/2" X 1" CASING 31/2" X 1" CASING coI I 1 D +++++++++ SAM, OVER HEAD FLANGE, TYP + ++++++++++ +++++++++++++++++ +++++++++++++++ FLASHING PER B.EIDWGS + SHIM AS REQUIRED SHIM AS REQUIRED z ++ ++ ++ ++�++ ++ ++ ++ ++ ++ ++ ++ ++++ + + HMDOOR&FRAME z w HM FRAME +++�� 3/4" FRAME (20 MIN FRAME WHERE 3/4" FRAME (20 MIN FRAME WHERE p + + + + + + + FILL VOID WITH NON -EXPANDING SHOWN ON SCHEDULE) SHOWN ON SCHEDULE) o z SPRAY FOAM 0 CL HM DOOR, SEE SCHEDULE 1/2" STOP 1/2" STOP WEATHERSTRIP 0 IL DOOR PER SCHEDULE DOOR PER SCHEDULE o AIR SEAL GASKET HEAD: DOOR INT. WALL HEAD: DOOR 1 HR WALL HEAD: INT. HM 94 MIN DOOR HEAD: HM DOOR IN CONC. HEAD: HM DOOR SIDING 1 II ,_ II 2 II I II [I I 11 II I II _ 4 " 1 II SCALE. 3 - 1 0 SCALE: - 1- _ - -5 - 3 0 SCALE. 3 1 0 SCALE. 3 -1 4 SCALE: 3= 1 D TYPICAL INTERIOR WALL, WALL TYPE PER FLOORPLANS, SEE TYPICAL CORRIDOR WALL G200 FOR WALL ASSEMBLY DETAILS SEE WALL TYPES (2) FULL WIDTH WOOD (2) FULL WIDTH WOOD FILL VOID WITH NON -EXPANDING STUDS @ UPPER FLOORS, STUDS @ UPPER FLOORS, F+++ SPRAY FOAM (2) MTL. STUDS @ GROUND (2). MTL STUDS @ GROUND DOOR OPNG 211 �------- STEEL DOOR FRAME WITH FLOOR FLOOR 2 LAYERS TYPE X 5/8" GYPSUM DOOR OPENINGi + WEATHERSTRIP 3/4" FRAME (20 MIN FRAME 3/411 FRAME (20 MIN FRAME BOARD EACH SIDE 2" 31811WHERE SHOWN ON WHERE SHOWN ON ++ + ++++ SCHEDULE) SCHEDULE) + + + + ++++ 3/8" FLAT HEAD MACHINE SCREWS ++++++ +++ +++ + 1/2" STOP 1/2" STOP IN SLEEVE EVE AND EXPANSION }++++++++ FLASHING PER B.E. DWGS. DOUBLE STUDS SHIELDS - 3 PER JAMB +++++ AT EACH JAMB + + + + +++++ +++++ D + + + + + HM DOOR & FRA + + + + ++++ � d ++++ ++++ +++ +++ + + + DOOR PER SCHED. DOOR PER SCHED. 4„ 4„ SHIM AS REQUIRED SHIM AS REQUIRED a SEALANT MIN, M 1 N . HM DOOR & FRAME ° CONCRETE WALL PER STRUCT. 3112"X314"CASING 3112"X3/4"CASING Q 4" J-MOULD TRIM W/WEEPHOLES PERPENDICULAR INT. WALL PERPENDICULAR INT. WALL ° LOCATION (AS LOCATED LOCATION (AS LOCATED D ° SELF-ADHEARING MEMBRANE ON PLAN) ON PLAN) PER B.E. DWGS. CLADDING PER ELEVATIONS JAMB: DOOR INT. WALL JAMB: DOOR 1 HR. WALL JAMB: INT. HM 94 MIN DOOR JAMB: HM DOOR IN CONC. JAMB: DOOR SIDING 6 II 1 !I � Il I II 8 11 I II - " I II g � a 11 1 q SCALE: 3 -1- 0 SCALE: 3 -1- 0 SCALE: 3 -1- 0 SCALE: 3 =1- 0 SCALE: 3= 1- 0 EXTERIOR SWING DOOR WITH DOOR SWEEP ALUM. STOREFRONT ALUM. THRESHOLD -• - ENTRANCE SYSTEM _ WALL TYPE PER PLANS - DOOR SHOE FINISH FLOOR PER INTERIOR PER MANUF. FOR WALL ASSEMBLIES, - _• ;;- WALLTYPE PER PLANS DESIGN DWGS. - SEE G200 - _ : ' FOR WALL ASSEMBLIES, FINISH FLOO PER THRESHOLD, BARRIER FREE - _ PT WOOD SEE SHEET G200 1 112" RIGID INSULATION 1` �. y INTERIOR DE'SIGN DWGS, WITH SLIP -RESISTANT - - - - +r COATING -- DOOR FRAME BEYOND PER DOOR WEATHER RESISTANT SHIM - SE ALANT GAS ET CONC. SLAB 0 SCHEDULE _ 518" DRYWALL { 2X STUD HEADER PAVERS PER INTERIOR MATERIAL PER FINISH SCORED CONC. AT - - -� CLOSURE ANGLE LANDSCAPE DOOR PER DOOR SCHEDULE SCHEDULE, SEE INT.DESIGN DWGS. N GARAGE WALKING Y .' f _ PER STRUCT. DWGS RECESSED PER PLANS)1z ) SURFACE SLOPE PER _ 2X METAL HEADER PER CIVIL AND LANDSCAPE ' � '"• STRUCT. DWGS. DOOR SHOE - - - ;.;r _r -, DRAWINGS - r r PEMKO HC ACCESSIBLE THRESHOLD - a D � ° D w t- D p tSI� BED GS = o- v ° ° FINISH FLOOR PER INTERIOR T - w DESIGN DWGS. � SLOPES p : - ° CONCRETE SLAB PER STRUCT. a _ `♦ _ ' rl ELEVATOR HEADER ELEVATOR HEADER tl�nj ° WATERPROOFING D� 2X METAL HEADER MEMBRANE p a q �� j PER BUILDING p Q �� 2X STUD HEADER ENVELOPE DWGS. / / / a p /�� \All THRESHOLD: DOOR EXT. MALL COUR, THRESHOLD: TYP.(cD,INTERIOR SPACES THRESHOLD: DOOR EXT. MALL AT GRADE ELEVATOR HEADER LEVEL 1 ELEVATOR HEADER WOOD FRAMING 4 II I II SCALE. 3 -1 0 - _ - � � - SCALE. 3 1 0 SCALE. 3 -1 0 SCALE: 3- 1- 0 SCALE: 3 -1- 0 SLIDING DOOR PER SCHEDULE O TYPICAL INTERIOR WALL, CONT. SILL WALL TYPE PER FLOORPLANS, SEE O PAN FLASHING G200 FOR WALL ASSEMBLY DETAILS GWB CEILING HEIGHT PER RCP r - - - WALL TYPE PER PLANS PER BE DWGS ' ' ' - `" • n ' ' ` R FOR WALL ASSEMBLIES, SEE G200 FINISH FLOOR HEADER PER STRUCTURAL O 2X4 STUDS @ 16" O.C. WITH 5/8" PER PLAN �= ELEVATOR HEADER GWB EACH SIDE AND 45 DEGREE 2X4 KICKERS @ 32" R O.C. 2X METAL HEADER PER ' I 3/411 HEAD ONLY, NO JAMB LEVEL 4 ' ` - STRUCT. DWGS. OR TRIM. OVERHANG 1/4" __ - EACH SIDE ° CLOSET TYP. GWB CORNER BEAD DOOR TRACK PER SPEC INTERIOR �' 1 112" RIGID INSULATION 1 3/8" BI-PASS DOOR ALUMINUM & SLIDING GLASS DOORS PER SCHED. T -1$" DRYWALL 2X METAL HEADER HEAD: BY-PASS DOOR HEAD: SLIDING DOOR INT. WALL DECK DOOR TRANSITION DETAIL LEVEL 4 ELEVATOR JAMB LEVEL 1 1 11 _ [ 11 1 II - 1 " II _ I II II I 11 _ _ 1� 19 SCALE: 3- 1 0 SCALE: 3 -1 0 SCALE: 3 -1- 0 SCALE: 3= 1- 0 TYPICAL INTERIOR WALL, WALL TYPE PER FLOORPLANS, SEE FINISH FLOOR PER INTERIOR G200 FOR WALL ASSEMBLY DETAILS DESIGN DWGS. ' N ELEVATOR DOOR SILL (2) 2x4 STUDS ELEVATOR DOOR Y I_ - SILL ' ALUMINUM & SLIDING GLASS DOORS PER SCHED. LINE OF EXT. WALL ' Q FINISH BEYOND T.O. CONCRETE `I' I :- 4"X4"X318" SILL ANGLE F-1=: FULL WIDTH OF SHAFT CL a_ r RECESSED MOUNTED DOOR SEALANT BETWEEN SILL PAN 7 TRACK PER SPEC N AND DOOR THRESHOLD T „ 112 MAX FINISH FLOOR PER INTERIOR r 4 X4 X31$ SILL DESIGN DWGS. 24 GA. SHEET METAL SILL PAN, BED ANGLE FULL WIDTH _• IN TWO CONT. BEADS OF SEALANT OF SHAFT (NOT BY 11 toELEV. MFR.) r 4X BEAM PER STRUCT. CLOSET 1 3/8" BI-PASS DOOR INTERIOR a P. B CORNER BEAD TOE GUARD AT BOLT -ON METAL DECK, LOWEST LANDING SEE PLAN FOR ATTACH PER STRUCT. WALL TYPE CONT. SILL PAN FLASHING CONC. PER PER BE DWGS STRUCTURAL - -F 74 Q JAMB @ BY-PASS DOOR THRESHOLD: SLIDING DOOR INT. WALL SLIDING DOOR THRESHOLD ELEVATOR SILL CONCRETE ELEVATOR SILL WOOD FRAMING "- I " 22 II _ I II II i II 23 24 "- I " _ I II SCALE. 3 1 0 SCALE: -1- - 3 0 SCALE. 3 =1 0 SCALE: 3 -1- 0 25 SCALE: 3111 -1- 0 stud 'C'MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate 23400 HWY 99 EDMONDS, WA, 98026 in.1 n.1 ISSUED FOR: TITLE STAMP KEY PLAN PROJECT NUMBER 18305 DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 3 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB NOV 19 2019 SHEET CONTENTS SHEET NUMBER GENREAL GLAZING NOTES 1. CONTRACTOR TO FIELD VERIFY ALL ROUGH OPENINGS, WINDOW DIVISIONS AND OPERATION PRIOR TO PRODUCTION OF WINDOWS 2. ALL OPERABLE GLAZING SEPARATING CONDITIONED FROM UNCONDITIONED SPACE SHALL BE WEATHER-STRIPPED. 3' - 4" 59- 8" � 5' - $" 3' - 4" S6 � 3. ALL VENTING WINDOWS REQUIRE MINIMUM 4 SQ. INCHES OPEN AREA TO PROVIDE OUTSIDE AIR. stud1OMENGN 4. ALL OPERABLE WINDOWS TO BE PROVIDED WITH SCREENS AND LOCKS. STRAZZAR MT-1 5. ALL VINYL WINDOWS & GLAZED DOORS TO HAVE WHITE FINISH; STOREFRONT WINDOWS & DOORS TO HAVE BLACK FINISH. '� _ 6. ALL WINDOWS SHALL BE TIGHT FITTING WITH GLASS RETAINED BY STOPS WITH CONTINUOUS SEALANT OR CAULKING ALL AROUND ARCHITECTURE co 7. GLAZING U-VALUES LISTED IN THE SCHEDULE TO BE NFRC RATINGS PER MAXIMUM "PRESCRIPTIVE" VALUES FROM THE WSEC. RATED U-VALUES, SHGC, PLANNING CONSULTING AND TRANSMITTANCE TO BE LABELED ON EACH UNIT BY THE MAN UFACTURERISUPPLIER. SEE SHEET G020, G021 & G022 FOR ENERGY CODE INFORMATION. 3 3 55 8. ALL WINDOWS AND GLAZED OPENINGS SHALL COMPLY WITH THE UNIFORM BUILDING SECURITY CODE, 0 0 9. GLASS THICKNESSES AS INDICATED IN THE SCHEDULE ARE MINIMUM REQUIRED PER IBC CHAPTER 24 10. ALL GLASS TO BE TEMPERED 2001 WESTERN AVE SUITE 200 ' 11. ALL UNIT WINDOWS AND GLASS DOORS TO HAVE WINDOW SHADES PER PROJECT SPECIFICATIONS. Seattle, WA USA 98121 co 1'-5" 6'-2" 1'-5" COORDINATION NOTES: 206 587 3797 tel 6' - 81F 9' - 411 - DIMENSIONS GIVEN TO COMMUNICATE DESIGN INTENT. CONTRACTOR TO COORDINATE ALL WINDOW, FRAMING, AND ROUGH OPENING DIMENSIONS PRIOR 206 587 0588 EQ EQ TO FABRICATION. MT-1 MT_1 `;MT-1 MT-1 EQ EQ EQ 3' - $" - FOR WINDOW FLASHING SEQUENCE, SEE BUILDING ENVELOPE SHEETS www.studioms.com - ALL WINDOWS WITHIN 24" OF OPERABLE SIDE OF SLIDING GLASS DOORS SHALL HAVE SAFETY GLAZING PER IBC 2406.4 S9 c� 11 N 1 N \ r [0 2 to ' - MT-1 MT-1 MT-1 CO co o MT-1 00 MT-1 00 1-- \ 00 r , o0 \ °D � � S8 C- � 0 00 1 61 _ O„ STOREFRONT S1A, S2A, S3A STOREFRONT S1 B, S2B, S3B STOREFRONT S7 STOREFRONT S5, S6, S7 STOREFRONT S8, S9 0 STOREFRONT S101 S11 STOREFRONT S12, S13 11411 = 1'-011 11411 ^ 1 1_011 1I4" = 1 1_011 1l4" = 1'-011 11411 _ 1 1_011 114" .=. 11-011 114" = ri i_011 9'-4„ // t ,� . STOREFRONT WINDOW SCHEDULE rF EQ EQ EQ EQ EQ EQ EQ EQ 3' - 8" EQ 3' - 2" EQ xy Mark MANUF. SIZE AREA MATERIAL FINISH U-VALUE SHGCUt zt VT NFRC CPD# DESCRIPTION „, $x 11 S9 co co co cq 11 N 1 N c� S 1 A OLD CASTLE PER 16 SF AL FF 0. � ` 3 0.35 0.63 F4785.02-116-45, BLACK 4 - � 3000 XT ELEV. PAGE 6 1D #22 MT-1 _ MT-1 MT-1 •!`ll fir._, �'" a y .� ' .iLJ SIB OLD CASTLE PER 16 SF AL FF 0.3 0.35 0.63 F4785.02-116-451 BLACKM,- * . OD - - - = 3000 XT ELEV. PAGE 6 ID #22 a� °0 00 MT-1 rn S2A OLD CASTLE PER 40 SF AL FF 0.3 0.35 0.63 F4785.02-116-457 BLACK Go CD 3000 XT ELEV. PAGE 6 ID #22 Goodman Real Estate 1 S2B OLD CASTLE PER 40 SF AL FF 0.3 0.35 0.63 F4785.02-116-45, BLACK 3000 XT ELEV. PAGE 6 ID #22 TITLE S3A OLD CASTLE PER 81 SF AL FF 0.3 0.35 0.63 F4785.02-116-45, BLACK 3000 XT ELEV. PAGE 6 ID #22 o >1 -' zo. S3B OLD CASTLE PER 81 SF AL FF 0.3 0.35 0.63 F4785.02-116-451 BLACK MUM 0 3000 XT ELEV. PAGE 6 ID #22 �h D M N D S4 OLD CASTLE PER 80 SF AL FF 0.3 0.35 0.63 F4785.02-116-45, BLACK 3000 XT ELEV. PAGE 6 ID #22 3, _ 0„ S5 OLD CASTLE PER AL FF 0.3 0.35 0.63 F4785.02-116-45, BLACK 3000 XT ELEV. PAGE 6 ID #22 STOREFRONT S140 STOREFRONT S15 STOREFRONT S16 0_��, TOREFRONT S17 STOREFRONT S18, S19 S6 OLD CASTLE PER 18 SF AL FF 0.3 0.35 0.63 F4785.02-116-457 BLACK 23400 HWY 99 11411 = 1'-0" 11411 = 1'-011 11411 = 1'-011 __ /4'1= 1'-011 11411 = 1'-01' 3000 XT ELEV. PAGE 6 ID #22 EDMONDS, WA, 98026 S7 OLD CASTLE PER 68 SF AL FF 0.3 0.35 0.63 F4785.02-116-457 BLACK STAMP 3000 XT ELEV. PAGE 6 ID #22 S8 OLD CASTLE PER 34 SF AL FF 0.3 0.35 0.63 F4785.02-116-451 BLACK 6181 REGISTERED 3000 XT ELEV. PAGE 6 ID #22 OLD CASTLE ARC � BLACK S9 PER 15 SF AL FF 0.3 0.35 0.63 F4785.02-116-45, -- 3000 XT ELEV_ PAGE 6 ID #22 S10 OLD CASTLE PER 48 SF AL FF 0.3 0.35 0.63 F4785.02-116-45, BLACK LES S AZZ 3000 XT ELEV. PAGE 6 ID #22 STATE OF WASHINGTON S11 OLD CASTLE PER 21 SF AL FF .0.3 0.35 0.63 F4785.02-116-45, BLACK 3000 XT ELEV. PAGE 6 ID #22 S12 OLD CASTLE PER 22 SF AL FF 0.3 0.35 0.63 F4785-02-116-457 BLACK 3000 XT ELEV. PAGE 6 ID #22 KEY PLAN S13 OLD CASTLE PER 8 SF AL FF 0.3 0.35 0.63 F4785.02-116-451 BLACK 3000 XT ELEV. PAGE 6 ID #22 S14 OLD CASTLE PER 56 SF AL FF 0.3 0.35 0.63 F4785.02-116-45, BLACK 3000 XT ELEV. PAGE 6 ID #22 S15 OLD CASTLE PER 50 SF AL FF 0.3 0.35 0.63 F4785.02-116-45, BLACK 3000 XT ELEV. PAGE 6 ID #22 S16 OLD CASTLE PER 70 SF AL FF 0.3 0.35 0.63 F4785.02-116-451 BLACK 3000 XT ELEV. PAGE 6 ID #22 S17 OLD CASTLE PER 28 SF AL FF 0.3 0.35 0.63 F4785.02--116-45, BLACK 3000 XT ELEV. PAGE 6 ID #22 S18 OLD CASTLE PER 75 SF AL F 0.3 0.35 0.63 F4785.02-116-451 BLACK 3000 XT ELEV. PAGE 6 ID #22 S19 OLD CASTLE PER 33 SF AL FF 0.3 0.35 0.63 F4785.02-116-45, BLACK 3000 XT ELEV. PAGE 6 ID #22 31.011 3' - 8" 3` - 1" 2' - 11" 3' - 2" 2' - 11" EQ EQ EQ EQ EQ VINYL WINDOW SCHEDULE TYPE MANUF. WIDTH HEIGHT MATERIAL COLOR AREA U-VALUE SHGC VT NFRC CPD# W1 VPI 3' .011 5' - 6" VINYL WHITE 17 SF 0.26 0.18 0.42 VPI-A-20-01182-00001 PROJECT NUMBER � = IlV3 UV4 � = 1 _ 11 1 " - - W3 VPI 6 0 5 - 6 VINYL WHITE 33 SF 0.26 0.18 0.42 �- o o W4 VPI 9' - 0" 5' - 611 VINYL WHITE 49.5 SF 0.261830 5 L j � 0.18 0.42 r co co JW6 VP!121-611 5' -10 WHITE 0.26 0.18 0.42 VPI-A-20-01182-00001 � ISSUED FOR: DATE: NJ \r r N (0co (D 008 009 NOTE: SEE DOOR SCHEDULE FOR VINYL EXTERIOR SLIDING DOORS BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 j 05.22.19 VINYL WINDOWS AND DOORS BP CORRECTION #2 2 08.01.19 1 I4" = 1 '-0" BP CORRECTION #3 3 11.14.19 LOUVER SCHEDULE LOUVER/ VENT WIDTH HEIGHT COMMENTS 6` - $!! 9} - 4„ L1 1' .011 11.011 12"X12" OUT, TYPICAL UNIT EXHUAST, VENT HOOD WITH BACKDRAFT FLAPPERS, 3' " 8" EQ EQ EQ EQ EQ CONFIRM SIZES PER MECH lie- L2 3' - 10" 3' - 10" 46"x46" IN, GARAGE INTAKE, SCREENED OPENING, CONFIRM SIZES PER MECH L3 1 ` - 0" 1' - 011 12"X12" IN, TRASH & RECYLCING ROOM LEVEL P2 CONFIRM SIZES PER MECH APPROVAL BY: L4 1' - 8" 1' - o" 20"X12" IN, TRASH & RECYLCING ROOM LEVEL P2 CONFIRM SIZES PER MECH 7' - 4" 7' - 4" 7' - 4" 1 DRAWN BY: LB, MA, AZ, AW L5 9' - 0" 9' - 0" 84"X108" OUT, GARAGE EXHAUST, SCREENED OPENING, CONFIRM SIZES PER MECH CHECKED BY: LB EQ EQ 4`-8" 3,_8„ 3r_811 31_81 1 31_81Le L, 0 0 o NOTE: FINAL TYPES, QUANTITIES, SIZES & LOCATIONS OF LOUVERS AND VENT HOODS PER MECHANICAL, UNDER SEPARATE PERMIT ' ' M LISTED ITEMS FOR DESIGN INTENT/REFERENCE SHEET CONTENTS 00 oa c0 i O N CV M M WINDOW & LOUVER Ll SCHEDULE METAL MESH SCREEN MM1 METAL MESH SCREEN MM2 METAL MESH SCREEN MM3 METAL MESH SCREEN MM4 0_� ETAL MESH SCREEN MM5 METAL MESH SCREEN MM6 METAL MESH SCREEN MM7 E U Ej 1/411= 1'-0" 11411= 1,_011 114" = 11.0f1 11411= 1,-011 I411 = 11_011 1/411 = 1'-0" 11411 = 11_011 NOV 19 2019 SHEET NUMBER BUILDING DEPARTMENT CITY OF EDMON�3 - J stud 'C'MENG CLADDING PER FCBR PER EXTERIOR ELEVATIONS TRAZZARA ELEVATIONS - - WALL TYPE PER PLANS ARCHITECTURE PLANNING FURRING STRIPS FURRING STRIPS -- _- CONSULTING SHEATHING SHEATHING - r f = INS. PER WALL TYPE ' HEADER PER STRUCT. 2001 WESTERN AVE SUITE 200 r' - _ A Seattle, WA USA 98121 HEADER PER STRUCT. N INS. PER ENERGY INTERIOR EXTERIOR INTERIOR ML r FLASHING AND SEALANT EXTERIOR ROD AND SEALANT FLASHING AND SEALANT PER B.E. DRAWINGS PER B.E. DRAWINGS r 206 587 3797 tel o -AF206 587 o5ss 0 EXTERIOR FACE BEYOND STOREFRONT FRAME � EXTERIOR FACE BEYOND wWW.studloms.com CAULK CAULK SLIDING DOOR SLIDING DOOR GLAZING PER SCHEDULE PER SCHEDULE & MFR PER SCHEDULE & MFR VINYL WINDOW - HEAD - EXT 3 HEAD - VINYL - DOOR - SLIDING - EXT 1 HEAD -STOREFRONT 311 .11. °„ 311 1 1_011 INTERIOR INTERIOR i WINDOW PER SLIDING DOOR 1 112"x1 112"x118" ALUM. ANGLE SCHEDULE &MFR PER SCHEDULE f` r l CAULK WD POST INS. PER WALL & MFR CAULK WD POST WALL TYPE PER INS PER ` 6rF GLASS PER SCHED. 5/8" GWB PER STRUCT. TYPE PER STRUCT. PLAN ENERGY Y M1a CORNER BEAD HMF FRAME WALL TYPE PER PLANS r Y 114" SILICONE HMF DOOR STOREFRONT FRAME ` ry - GLAZING PER SCHEDULE , co $ W l L •1 , T , /••1 Qo s Goodman Real Estate a� o TITLE �� = I / / •L .ram . - •t -_ MAE"" 9 u J J FLASHING & SEALANT FLASHING & SEALANT INNER PER B.E. DWGS SHEATHING FCB PER FURRING PER B.E. DWGS SHEATHING FCB PER FURRING 12" M I N EXT. ELEV. STRIPS EXT. ELEV. STRIPS ROD AND SEALANT L.A..M0ND%j EXTERIOR EXTERIOR 23400 HWY 99 EDMONDS, WA, 98026 STAMP $ VINYL WINDOW -JAMB -EXT 7 JAMB -VINYL -DOOR -SLIDING -EXT 6 JAM - ALUM - RELITE JAM -STOREFRONT 311 1 1�°,1 3ff _ 1 °f1 3ff _ 1 1_011 _� — 5 3„ 1 111 6181 REGISTERED ARC T LES S AZZ STATE OF WASHINGTON KEY PLAN �—LINE OF EXT. WALL FINISH BEYOND GLASS PER SCHED. SILL PER #20 x 1 112" SCREWS I.D. DWGS � WINDOW PER SCHEDULE @ 12" O.C. COUNTERSINK D WINDOW PER 1 112"x1 112"A/4" ALUM. ANGLE SCHEDULE FOAM TAPE JAMB BEYOND INTERIOR � EXTERIOR INTERIOR Q EXTERIOR ��o o 2 ALUM. STOREFRONT ~ ENTRANCE SYSTEM 174 CORNER BEAD PER MANUF. FRAMING MEMBER r -- T PER STRUCT. , = ALUM. THRESHOLD d METAL STUDS -d' c �e�� - INS. PER WALL TYPE :._ ro :. �-�� PT WOOD 518" GWB SHEATHING INT. MATERIAL PER r- FINISH SCHEDULE, FURRING STRIPS FRAMING MEMBER ,s, SEE INT. DWGS. PER STRUCT. VARIES FCB PER EXTERIOR _ ELEVATIONS-� INS. PER WALL TYPE SHEATHING FURRING STRIPS FCB PER EXTERIOR PROJECT NUMBER ELEVATIONS 18305 VINYL WINDOW - SILL - EXT FLOOR - VINYL - DOOR - SLIDING - EXT SILL - ALUM - RELITE HEAD SIM THRESHOLD -STOREFRONT 12 31t f_°11 1 1 3ff = 11_011 1 ° 311 1 1_011 �� 1 °11 - --- ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 3 11.14.19 WINDOW PER SILL PER SCHEDULE 1. D. DWGS---\ a b FLASHING PER B.E. INTERIOR EXTERIOR 00 0 dip APPROVAL BY: - r - Uj Q DRAWN BY: _ LB, MA, AZ, -AW FRAMING MEMBER a CHECKED BY: LB PER STRUCT. y W Z V SHEET CONTENTS INS. PER WALL TYPE Q SHEATHING T FURRING STRIPS WINDOW DETAILS PER EXTERIOR 'ESUB ELEVATIONS NOV 19 2019 BUILDING MENT rn� F �I�a� SHEET NUMBER 16 VINYL WINDOW - SILL - EXT - LINE OF L4 PARAPET J 3 - 1 -° T PLAN SECTION PLAN stud' i WALL TYPE toe I CMENG WALL TYPE PER PLANS STRAZZARA PER PLANS INTERIOR EXTERIOR ARCHITECTURE INTERIOR EXTERIOR PLANKING CONSULTING � - VENT HOOD SHEATHING ! Q INSTALL PER STRUCT. i PER B.E. DWGS SEALANT & BACKER EXTERIOR - INTERIOR ROD TYP _ 2001 WESTERN AVE SUITE 200 WRB PER EXTERIOR Seattle, WA USA 98121 FRAMING PER SEALANT & BACKER B.E. DWGS. - SHEATHING PER f ROD PER B.E. STRUCT. STRUCTURAL DWGS 206 587 3797 tel i EXTERIOR , 206 587 0588 o i - FRAMING PER SHEATHING i FLASHING PER BE BRICK VENEER; WALL TYPE PER PLAN WRB PER STRUCTURAL i PER STRUCT. ATTACH PER D B.E. DWGS , PIPE PENETRATION STRUCT. � - _ FCB PANEL PER �W•studioms.com melli WRB PER y - - FCP SHIPLAP Ti - - B.E. DWGS ARCH. ELEVATIONS PER ARCH w w i WRB PER B.E. < ELEVATIONS L-1 a- d °' J FCB PANEL ; DWGS PER ARCH w ¢ EXTERIOR ELEVATIONS -------- PER STRUCT DRAINAGE CAVITY - - - DRAINAGE cAvlry SH - - - REGLET @OUTSIDE MITER JOINT EXTERIOR yzNA CORNER � INSTALL PE RNERPER MFR EXTERIOR 5 BRICK VENEER AT OUTSIDE CORNER 3 FCB SIDING-- OUTSIDE CORNER - SHIPLAP SIDING 2 FC PANEL - OUTSIDE CORNER PLAN 1 FC PANEL - P. EXT. VENT PENETRATION SECTION 1 112 . 1 -0 1 112 = 1 -0 1 112" = 1 '.011 1 112" = 1.7 '0" PLAN SECTION WALL TYPE WALLTYPE ....... F x ? PER PLANS PER PLANSyr ~S' t ` ft- i - INTERIOR - xy F INTERIOR INTERIOR INTERIOR ; EXTERIOR SEALANT WHERE SHEATHING SEALANT WHERE�ti - MAY CONTINUE i i U E GWB WALL i GWB WALL `k ; EXTERIOR. .F b = MEETS FLOOR PER THROUGH AT SHEAR MEETS FLOOR PER }% a i ti4 P ACOUSTICAL WALL LOCATIONS ACOUSTICAL <i FLASHING PER STRUCT•'° , PER B.E. DWGS - FLASHING = w z I ` PER B.E. DWGS FCP SHIPLAP FRAMING PER a- Q co i Goodman Rea! Estate PER ARCH ! z STRUCTURAL i FRY REGLET FCP ELEVATIONS w O y w w f DRIP CAP - - - - - - - - °' WRB PER INSTALL PER MFR TITLE uu >- J J iW/3 ! B.E. DWGS FCB PANEL i 2 C7 i FCB PANEL EXTERIOR SHEATHING ' U o PER ARCH _ INSIDE CORNER c ; PER ARCH Aftk J ELEVATIONS i INSTALL PER MFR ¢ J ELEVATIONS PER STRUCT. ¢ - = iHVVY 9%7 i m i m i WRB PER WRB PER B.E. DWGSAML FURRING `' B.E. DWGS F= IMF ! - i i - EXTERIOR SHEATHING 3 i SEALANT WHERE i SEALANT WHERE r EXTERIOR ! PER STRUCT. SHEATHING PER GWB WALL i GWB WALL i ' MEETS CEILING i EXTERIOR MEETS CEILING PER STRUCT. PER ACOUSTICAL ACOUSTICAL ! 23400 HWY 99 INTERIOR i EDMONDS, WA, 98026 WALL TYPE PER PLAN STAMP �� REGISTERED 8 FCB AIF LOORLINE TRANSITION - SHIPLAP 7 FC PANEL - INSIDE CORNER PLAN 6 FC PANEL - AT FLOORLINE TRANSITION SECTION �- 1 112" = 1'-0" 1 112" = 1'-0" 1 112" = 1'-011 LES S A STATE OF WASHIN GTON PLAN _j KEY PLAN INTERIOR SECTION INTERIOR WALL TYPE ALIGN METAL PROVIDE ADDITIONAL PER PLANS REVEAL WITH FRAMING AS NEEDED FEATURES ABV AND FOR PANEL INTERIOR EXTERIOR FRAMING PER BLW AND PER ELEVS ATTACHMENT, TYP. STRUCTURAL FLASHING z a z ' PER B.E. DWGS a. a, J f FCP REGLET ww w -------- DRIP CAP INSTALL Q ---_--=-----__ - ;------------------------ = i PER MFR — DRAINAGE GAVI I y i i f FCB PANEL i PER ELEVATIONS FCP SHIPLAP SIDING EXTERIOR EXTERIOR FURRING i PER ARCH SHEATHING SHEATHING i ELEVATIONS PER STRUCT. PER STRUCT. WRB PER VERTICAL FCP ! B.E. DWGS WRB PER B.E. DWGS WRB PER REGLET B.E. DWGS INSTALL PER MFR EXTERIOR SHEATHING PER REGLET SMOOTH FCB PANEL i STRUCT. J CHANNEL PER ARCH ELEVATIONS i INSTALL PER MFR FCB PANEL PER ARCH PROJECT NUMBER EXTERIOR ELEVATIONS EXTERIOR 18305 13. FCB SIDING - SMOOTH PANEL & SHIPLAP SIDING FC PANEL - VERTICAL REVEAL PLAN FC PANEL - HORIZONTAL REVEAL SECTION ISSUED FOR: DATE: 1 112" = 11_011 12 1 112" _ 11-011 11. 1 112" = 1'-011 BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2 2 08.01.19 BP CORRECTION #3 /3\ 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS EXTERIOR DETAILS R E . S U E05% Nov 19 2019 SHEET NUMBER BUILDING DEpARTMENT Cmr OF: EDmONDS SLOPED 1l4"A' —ROOFING -^- PER B.E. t FCB PANEL PER ARCH ELEVATIONS .E. FLASHING OVERHANG _ _ PER B.E. SUPPORT PER � T.O. PARAPET � Tr- � SLOPED 1/4 "•1' STRUCTURAL i FURRING WHERE REQ. FOR RAINSCREEN S O; CONSTRUCTION BLACK COPING i FLASHING PER B.E. DWGS stud cn 10MENG � W z 2X6 PT WD Of FRY REGLET FCP DRIP CAP INSTALL PER MFR STRAZZARA Q ROOFING i PER BE SHEATHING PER STRUCT. Q f PER BE z = CONNECTION PER STRUCT. _ = PER B.E. , WRB PER B.E. } _ - �_ ao i - w PRECAST CAP _ _, 2-HR CONT. WALL cQ - a " dif • a ,_a PLANNING r � Cn z 0 � � d � v-. - (Yy CONSULTING @ SLOPED 11411:1' TO ROOF DECK z11-1 _, � i SPRAY FOAM ..j 0 v SHEATHING PER STRUCT. - U MEMBRANE PER B.E. PER PLANS p i °- w ' SHEATHING PER STRUCT. ��- w cwn HOT AIR WELD PER B.E. I INTERIOR ' EXTERIOR WRB PER B.E. T = ( I w 2001 WESTERN AVE SUITE 200 z ; WRB PER B.E. FURRING PER MFR _ m EXTERIOR In. Seattle,co WA USA 98121 0 w w J �"� FURRING PER MFR E I W R-21 AT RIM T.O. DECKING w SIDING PER ELEVS o 206 587 3797 tel w SIDING PER ELEVS ¢ ~ WALL TYPE PER PLAN c ,— I 206 587 0588 d z - w 2X SHAPED PLATE O o FRAMING PER STRUCTRAL, - w w z i 1NINW, StUC11011'IS. COI11 0 � SEE SHEET 5903 - �- � � m BRICK PER ARCH ELEV w rw i R-21 BATT. INSUL. 4 _ , ; FRAMING PER STRUCTRAL, 0 w _- �- SEE SHEET 5903 _ ; off, m z °- - ,• _ _' -• a= , -` ._i .• � wa l - - - _ a R-21 BATT. INSUL. w o a 4 °: CQ El E:J WALL TYPE PER PLANS CO w ., RI cn ° ° ° `° 4 a. / WEEP � WALL TYPE PER PLANS � O W �a.- .Qc a,d - • - � a ,' � / WPM &FLASHING PER B.E. i EXTERIOR INTERIOR - - J 4 L.L INTERIOR EXTERIOR '° EXPANSION JNT, SANDED SEALANT INTERIOR EXTERIOR i NOTCH BRICK CAULK PER ACOUSTICAL STL. ANGLE LEDGER PER STRUCT. 4 TYPICAL LOW PARAPET 3 WOOD WALL 2HR SHAFT TERMINATION. 2 ROOF OVERHANG 1 PRECAST CAP AT BRICK 1 11211 _ 1 1_011 1 11211 = 1 1_011 1 11211 = 11_011 1 1 /211 _ 1 1_011 DIST. PER ARCH PLANS 311 INTERIOR EXTERIOR FRONT VIEW Lax CAP RAIL A 11 L1.5 x 1.5 �F FRAME KNIFE PLATE =d , ° . ° , : aY INTERIOR EXTERIOR011 PER STRUCT. - FINISH PLATE FLUSH, 9 j N Wl BRICK ` EMBED PLATE -1 PER STRUCT. CLEVIS PER STRUCT. o ' n - � ,�,jg d 3 PLATE L 1 STANCHEON dMENN x a 'a' DOOR PER (BEYOND) _ 4 WELDS WALLS PER I 0 SCHEDULE FC PANEL �- WIRE MESH � o e �- �•�1 CONNECTION RAINSCREEN FURRING BEYOND PLAN Q" PAN PER BE ° PER STRUCTURAL 1 a STRUT PER STRUCT. w METAL FLASHING OVER ° _ ar °d :a o �� - w FCB PANEL PER ARCH ELEVATIONS w Goodman Read Estate _ BOTTOM OF METAL ROOFING, _ C-1 R-21 AT RIM SLAB EDGE INSUL. _ d a d. U PT SLAB , FLASHING PER B.E. DWGS SLOPE TO DRAIN ACOUSTICAL 1.5" POLYISO RIGID E COPE SUPPORT INSUL. 3 11211 L1.5 x 1.5 R6.5/IN INSULATED i FRY REGLET FCP DRIP CAP 3" 3" TITLE FRAME SLAB EDGE '� INSTALL PER MFR WALL TYPE PLATES \ a. 2X6 PT WD, �� PER PLAN � CONNECTION PER STRUCT. PRECAST CAP 2X3 GUTTER 0 OPEN METAL � _ - o d GRATING KNIFE PLATE PIN PER MFR •d PER STRUCT. _ BOLT ON MTL 10" R-38 BATT INSUL. ------ / DECK PER CMU UNDER PT DECK @ i `�'"" HORIZONTAL I T.S. PER STL. PERIMETER --- SUBMITTAL HEATED AREAS ; 2" MEMBER STRUCT CHANNEL _ E M J C PER STRUCT. `� 0 INTERIOR ; / z EXTERIOR CONNECTION PER — - STRUCT. 1 KNIFE PLATE PER SUBMITTAL EXTERIOR INTERIOR OO 23400 HWY 99 CONNECTION PER STRUCT. W HORIZ STRUCTURAL ; EDMONDSI WA, 98026 R-21 AT RIM i � w STEEL PER STRUCT COPING/ FLASHING PER B.E. I w L------ PER ARCH PLAN CAULK DWGS i a STAMP PER f ACOUST. I 6181 METAL BALCONY FIBER CEMENT PANEL CMU PT SLAB CONNECTION TYP. CANOPY WALL REGISTERED 1 1 I1 = 1 1_011 J dd , ° _a� — - 1 I2 � � ,� 5 11 1 ,! ARC 0 m z � - :d � - �.. I 1 112 — 1 0 - r ' p _ - , d' 0 °' • 1 a I / / BRICK PER ARCH ELEV cn w a •'° •-°. Q_• ' • _ ° • I LESS AZZ /a,// - - '• d a' - � ANGLE PER STRUCT. STATE OF WASHINGTO --� - WPM & FLASHING PER B.E. ILL NOTCH BRICK � KEY PLAN F f" I STOREFRONT OR METAL - SCREEN PER ELEVATION WALL BEYOND PER PLAN � 51S" GYP WRAP 4< ROTATED & TRIMMED BRICK (BEYOND) PER ARCH ELEV 7. FRAMING I ` f PER STRUCTj. f 2" RIGID STOREFRONT PER ELEVATION PROJECT NUMBER 18305 10 BRICK VENEER STOREFRONT WINDOWS ISSUED FOR: DATE: 1 11211 = 1 1_011 BUILDING PERMIT INTAKE 12.18.18 INTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR BUILDING PERMIT INTAKE 2 02.07.19 ILOBBYJ VESTIBULE STOREFRONT PER f BP CORRECTION #1 1 05.22.19 BRICK PER ARCH ELEVATIONS, SCHEDULE •�. °� : ,d : _ -_ � d •=_ - _ BRICK PER ARCH ELEVATIONS, FLUSH WI BRICK AT WD CONSTRUCTION BACKER ROD & FLUSH W/ BRICK AT WD CONSTRUCTION BP CORRECTION #2 2 08.01.19 -'4 ° - _ SEALANT PER BE ' ° ' I TI 518 GYP WRAP WI T KNIFE PLATE CONNECTION a _ d ; ANCHOR ASSEMBLY, TYP. ANCHOR ASSEMBLY, TYP. BP CORRECTION #3 3 11.14.19 FINISH PER ID AT CANOPY BEYOND, CONCRETE WALL PER :: a AIR SPACE, MATCH W1 AIR SPACE AT WD CONSTRUCTION AIR SPACE, MATCH WI AIR SPACE SEE DETAIL#91A800 STRUCTURAL d : "° 4.4 CONNECTION, 1- = , : SHEATHING, FLUSH W/SHEATHING AT WD CONSTRUCT @ WD CONSTRUCTION FRAMING p - , •d PER STRUCT. PER STRUCT _ - - SHEATHING FLUSH WI SHEATHING SILL PER I.D. DWG SILL PAN & WRB PER B.E. , d . : '= d a MTL. STUD, PER STRUCT. METAL STUD AT WD CONSTRUCT a' PER STRUCT. I 5/8" GYP WRAP I � 1 FLASHING AND SLOPE WPM &FLASHING PER B.E. W1 BACKER ROD & SEALANT PER BE TYP 2 HIGH _ .4a WPM & FLASHING PER B.E. FINISH PER ID SEE ARCH ELEV'S PER B.E. a : FLASHING AND SLOPE CONCRETE BASE, STOREFRONT PER SCHEDULE 6 a = p°- ` _6 _ a° d PER B.E. PER STRUCT. d _ FLASHING AND SLOPE -. 21} RIGID WALL FINISH 4- a _ : a ; I' - : �' 4 . d. 4 ; PER B.E. PER SCHED. p: ' _ WALL TYPE PER PLAN d d � - 4 _ w w -SILL PAN &WRB- PER B.E. - 1 _ - _ _a ,° a w w "d � � _Q w ° a d- X w ° Q APPROVAL BY: FLOOR FIN. ELASTOMERIC COATING j = �=j ELASTOMERIC COATING CONC.BASE PER SHEETS FLOOR FIN. - - a ° . _ - d _ F U ELASTOMERIC COATING a a I a .21 PER LD. SCHEDULE A200 A201 & A400 A403 PER LD. SCHEDULE 4 - '' " ° ' SURFACE PER LANDSCAPE - d ° = Q - , a = . C� d SURFACE PER LANDSCAPE DRAWN BY: LB, MA, AZ, AVU _ - ' a ; ('j SURFACE PER LANDSCAPE a _ •S� E SURFACE PER LANDSCAPE ; ''ate Q 9 a ;Q a - "dd_ - '- -�• a °_. = n a•:p- W �° °' - _a4• --, - -� -IRE Z ,4 = •ac . `a - � _• � ° 4 -°, ,- _d- _ - - _ - ' a-•d �� CHECKED BY: LB PER 1VIL _ SLOPE I _ SLOPE Z a - ' , d r` Q d ._ 4 O v d'+ �- , •ad 4 : a° d! 4° - .a 9 c : °a ° ; - °-' - 4 SLOPE SEE G010 FOR WALL ;. _ _ SEE 101G010 FOR E �EI?2 CAVIL a ° ' ER CIVIL ?- o _ a. ` °• _ "�" - d -Q ° ° a e d 4_ - d. _ d' - m F~- ,a - _ . d a a 4 _ ° d �' ,; - ° °d PFRdCI�,IIL _ ASSEMBLIES pd d , 4d ad p WALL ASSEMBLY ,d _ _ _ _ a d _ _ .� _ _ ;a , a -a - a _ _ s -.dd _ xSHEET CONTENT m r�, A - .a_ _ _ qd d- - d _ •e '4T ,. - _'d- a ,, d _ d, .p' '4 ° _ W '6 a a d-- �c- d • I(d}, v_ - ° - _ - ° - - _ ,• _ 4 Qa- a- e� d q, ° 4,. _-._ `d -4' _ °'•4. 4• - _ - •d - _ ° d, _,°41 -`V' °" a4 DETAILS S 0 ,° - a v '4 4. A c _ _ a d_• _ Qd a _r 'W� r� Q, -1 a d g p d a d a e n a' ° v _ a d° 4' w �ny�, 4 V� LJ��JU�tiil I. .a _ _ d ° d a r d W�/� - - - - vJ o O v o a v o O o - d 4 " • ' Q= - . . v,' d - 4a - d "4r a a _ ' • a -. • d •d d .. VJ LL .d A. -" ^ a O o O O O O O O o 0 o p o O o O o Q W a JIF d ° _ a a. a+ 4' Q o O o 0 0 �- Q W o 0 0 _1 a I 4' v a o a O a o 0 0 ° d Q W d _ d - ,✓-1 �� a' 4 d o 0 0 0 o FREE DRAINING GRAVEL i1 °- a. - a• w _ p o Q p pi a a_ d FREE DRAINING GRAVEL j11 a a dd FREE DRAINING GRAVEL 4' ° ,� EXTERIOR DETAILS ° Id O o 0 0 PER CIVIL l: -" • " _ :a - •- . a : d•, .4 0 0 � o C,f` .� • -d, - _ . :_ - - _ PER CIVIL - 4 i -° 4= o o v I I i d a 4 r• Q IIt _ PER CIVIL ° a !- - d- I I I a- P_ �, .p I I a°__ d a a 6 0 0 ° -• '_ III - d FREE DRAINING GRAVEL EXPANSION JOINT PER CIVIL _ EXPANSION JOINT PER CIVIL _'d 4' d a a. _ —I aq - i' 4 EXPANSION JOINT PER CIVIL a PER CIVIL _ } - d• - - - I WATER STOP PER BE : r ° a .a 41- - d q` STEM WALL &FOOTING d. 42 • •d „ - - a °o a o o v - 4-' CONCRETE BASE AT BRICK e _ _ - - ` - ° ° : =..a. - a v - - ,4 0 0 [- = _ - - •a. A e - ,d -. 4 - a, _ ,4- _ - p d - - "d _ - °p. _d . I CONCRETE BASE AT BRICK - - d - _ _ - a- a _ -_d - a Q • - a - A _ d, EXPANSION JOINT PER CIVIL -III a r _ c PER STRUCT. a - _ o o _ _ - d _ a - d PER STRUCT. a . °° ° ' - CONCRETE FOOTER _ ad - - o a a :� a - ° : PER STRUCT. CONCRETE FOOTER Q ; d'�• °. da ; -a b d• _ a a _ •. ' CONCRETE FOOTING, _ - d 4, ° °, I I 4 qq d.a • q — d -�" - _ . 1 ° - d [ °. _ .d _ d o fl 'd .. 4 _ _ ° ° d I a.. a� . a ' • :d a - III` PER STRUCT. �d_ . 4 a ..a 4 _ d o o PERF. PIPE FOOTING PER STRUCT. ° _ e a : _ PER STRUCT. a ° d _ a - _ . _ 4 — PERF. PIPE FOOTING -a 'a I STEM WALL FOOTING = a w - • - 4 ; _d" - d - DRAIN T HTL °' A : a to I PERF. PIPE FOOTING o -a : ap _ _d. a - & FOOT/ — d d a a. - IG INS : . ,° : ° o .d.' 4d -° - : a d a - - _ e a 4 a _ ° a ::.. ° _ _ DRAIN TIGHTLINE a d ' - y _ .a d d° DRAIN TIGHTLINE SHEET NUMBER _ PER STRUCT. d a b _ PER CIVIL a ° d. a _ _ I I _ _ _ PER CIVIL U °' + d •° a. :a o a s_ a- _ ° d a ° f ¢ °' 4 v,d4 4 6 ° lj. 6 4 d t d d ° j Q d a d d ° p o- PER CIVIL - - - _ '• d - - - I I I I I I I [ I � , NOV 19 2019 ED I �PERF. PIPEFOOTING j{ - III III III III III III I I III 111 III III III III III DRAIN TIGHTLINE PER CIVIL -IiII II� �I �II II� [[I I�I- I I I III III III I I III II II III III III 111 III Ili II N��'AR� 1 1 1 I I l I I I [ I I I I I [ I[ I I I Crry of: ! STOREFRONT TRANSOM AND AT GRADE CONCRETE CURB STOREFRONT SILL1 BRICK COLUMN AT CONCRETE BASE - TYP. 2 BRICK COLUMN AT CONCRETE BASE - TYP. 1 14 1 11211 = 1 1_01! 13 1 11211= 1 1_011 !1 — 1 I1 1 � !1 — 1 1! - - -- -- - - - - 1112 —1-0 11/2 —1-0 EXTERIOR PER PLAN INTERIOR EXTERIOR INTERIOR EXTERIOR PER PLAN INTERIOR METAL GUARD RAILING, MAX 4" OPEN SPACING PER RAILING MFR. MTL BOLT ON DECK PER MFR, KNIFE PLATE PER SUBMITTAL. & CONNECTION PER STRUCT. METAL BALCONY 1 11211 = 1 1.011 WOOD FRAMING EXTERIOR SHEATHING PER STRUCT. WRB PER B.E. FURRING PER MFR SIDING PER ELEVS FLASHING PER B.E. METAL FLASHING OVER SLAB EDGE INSUL. 1.5" POLYISO RIGID R6.511N INSULATED SLAB EDGE CONNECTION PER STRUCT COLUMN PER STRUCT EXTERIOR DOOR PER SCHEDULE PAN PER BE FLOOR FIN. PER I.D. SCHEDULE �I �I �I e U) LL 0 LU � U > LU M LU Q M INTERIOR FINISH PER SCHED. WALL TYPE PER PLAN 141 PLATE CONNECTION 1 PER STRUCT. FLOOR FIN. PER I.D. SCHEDULE 1 I.- 4 a 1 I,. 4 `a a d a Id a a- 4 4 a L U (� fn Q ' a ° ° m • -� d a - a I: •I ' - d a. 4 _ - HEAD CONNECTION - d A- PER STRUCT. CONCRETE SLAB EDGE a� FORMWORK COLUMN AND WOOD FRAMING FINISH PER ID SCHED. WALL TYPE PER PLAN INTERIOR SHEATHING PER STRUCT. WRB PER B.E. FURRING PER MFR SIDING PER ELEVS FLASHING PER B.E. METAL FLASHING OVER SLAB EDGE INSUL. 1.5" POLYISO RIGID R6.511N INSULATED SLAB EDGE r COLUMN BEYOND. STOREFRONT EXTERIOR �----� --FINISH PER SCHED. WALL TYPE PER PLAN PLATE CONNECTION PER STRUCT. FLOOR FIN. PER I.D. SCHEDULE • a a a a 4 a1 a a. a a 4 ° A a �k ' - • a d d d 45 a a a 4 A . .4_ a a a .. 4 4 v. _ _ d a 6_ ° Q d 41 a d a ° , A e y a sza CONCRETE SLAB EDGE (a. STOREFRONT AND WOOD FRAMING 1 1 ! 211 = 1 1_011 EXTERIOR BOARDFORMED CONCRETE FORM LINER STOREFRONT PER SCHEDULE SILL PAN WRB PER BE METAL GUARD RAILING, MAX 4" OPEN WI EMBED PLATE ATTACMENT, SPACING PER RAILING MFR., WHERE OCCURS SEALER PER BE CONCRETE WALL PER STRUCT. KNIFE PLATE PER SUBMITTAL. & CONNECTION PER STRUCT. 1 METAL FLASHING "' OVER SLAB 1° 0 EDGE INSUL. in W w 1.5" POLYISO RIGID R6.51IN co o CD INSULATED SLAB EDGE WHERE HEAED SPACE BLOCK OUT WITH BLACK METAL VENT WHERE INTAKEIOUTTAKE OCCURS COLUMN BEYOND WHEN DROPPED CEILING FOR EQPM OCCURS ALIGN TO BOTTOM OF HORIZONTAL MULLION INTERIOR NTERIOR SILL SEE ARCH ELEV FINISH PER SCHED. Ab I 4- •_ 114 _a _. - - CONCRETE SLOPE PER BE a a 1 . - d,- GYPSUM BOARD 1 ° WALL TYPE a 4a t I - PER PLAN a a a - _ of r Q , 6" METAL STUD 1 I = 4 WI CONCRETE CONNECTI 45 8" CONCRETE PER 4: i r a PER STRUCT. STRUCT. d 1 Ia d4 a WATER STOP PER BE WATER STOP PER BE _1 FLOOR FIN. PER PLANS SLOPE PE�R CIVIL IVIL a _ d .aA_`, 4.,dI]-�_a•d_ A-aa ea.1II' i --�I_ FrVv�'z I. ,s ma a - CO n a d, U). -4 FREE DRAINING GRAVEL . oa CONCRETE PAVING Sd EXPANSION JOIN d . STEM ' 30 WALL PER STRUCT . 44 FOOTING PER STRUCT. °FREE DRAINING GRAVEL DC PERF. PIPE FOOTING DRAIN TIGHTLINE PER CIVIL CONCRETE CURB STOREFRONT SILL 1 1/211 1 1_011 ON OCCURS ABOVE/BELOW r r STOREFRONT OR METAL MESH SCREEN WHERE OCCURS EXTERIOR CONCRETE SLAB EDGE 1 11211 = 11_011 2" cq f 4, - aA 4 { r 1 aa� a_ --a � i 4 i 'aa4 a l I :I - 1 a v4I "6 a a I SLOPE PER BE----�. r-1 _ a ., - 141 a ea , z_ N \�6" FOIL FACE POLYISO OR R-38 � BATT WHERE HEATED SPACE OCCURS ABOVE/BELOW BLOCK OUT WITH BLACK METAL VENT WHERE INTAKE / OUTTAKE OCCURS WHEN DROPPED CEILING FOR EQPM OCCURS ALIGN TO BOTTOM OF HORIZONTAL MULLION INTERIOR STOREFRONT AND CONCRETE DECK stud 1 OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING }R PER SCHEDULE 2001 WESTERN AVE SUITE 200 PER BE Seattle, WA USA 98121 FOR FIN. PER 206 587 3797 tel SCHEDULE 206 587 0588 WWW.studioms.com 'N TO INSIDE OF 'ERIOR FACE ABOVE Goodman Rea! Estate 23400 HWY 99 EDMONDS, WA, 98026 6181 }REGISTERED ARCHA.GT f"f ITARLES STRAZZ9f9 STATE OF WASHIN GTON TITLE STAMP KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: BUILDING PERMIT INTAKE DATE: 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 Zj, BP CORRECTION #2 BP CORRECTION #3 2 3 05.22.19 08.01.19 11.14.19 APPROVAL BY: DRAWN BY: LB MA AZ AW CHECKED BY: LB SHEET CONTENTS BUILDING DETAILS SHEET NUMBER BUILDING F E OI)s 1 _ WALL TYPE 1 _ r C SPACING PER PLANS RAILING ELEVATION DETAIL 1 II = 1 1�011 518" TYPE X GYP WALL Br,no1-1 1.5" SEMI RIGID MINERAL F R 5112" METAL STUD PER STI INTERIOI CONC. CURB, SLOPI PI STOREFI SEALANT AND BACKER WATER REPEL PER B.E. DE. CONCRETE COLUMN INSULATION DETAIL 1 11211 _ 11.011 51' POLY -ISO 5112" METAL STUD GYP CONNECTION PER SILL PER ID DRAWINGS SLAB EDGE @ GRADE SLAB EDGE @ GRADE STOREFRONT PER BE CONCRETE COLUMN CONCRETE COLUMN (50- CORNER 1 11211 = 11_011 PLAN :ONTAL 1.5" DWG. ` ►ST LL JKET N ACHEMENT +URAL. 0'- 1 112" TOP HORIZONTAL .511 PER SHOP DWG. 1.5" X1.5" POST M\ L coco OF 1.25" x 1.2511 HORIZONTAL \\-5/8" x 518" PICKET GLASS PER �--- BALCONY MFR 1.251 1 x 1.25" HORIZONTAL RAILING ATTACHEMENT PER MANUFACTURER EXTERIOR d- 1 D co w a WALL TYPE PER PLAN - I f I INTERIOR I LEVEL 3 I T.O. dd q a d _ I SLAB wa- - - _ . ,q J - q W GONCIRETF -- d 0 Q w PER STRUCK' .-Q e d :d "Q rr Q + •.� d . d - R-38 10" BATT. d 4 (2) 1 '/4x 1 '/4" MTL ANGLE - SHOP WELDED TO GALV .METAL MESH GALV .METAL MESH METAL MESH HEAD DETAIL 1 11211 = 11_011 PER PLAN INTERIOR EXTERIOR CONNECTION LEVEL 3 PER STRUCTURAL d ° e Q T.O. - --d _ - _ - I a SLAB ° • -d Q J WRB PER F-a— . B.E. DWGS . Q _ ,r - v J 1S c d Q Q Q, a4 Z 1 1/2" RIGID 0 W q 4 ' ' - $ a - - 4 " - , Q4 U a - d. IL METAL .a4' _q_- . _ -- ,_ .d ,_ �_�' _� a ° FLASHING PER B.E. PIN PER MFR 10" R-38 BATT INSUL. UNDER PT DECK (2)1 '/4" x 1 '/4" MTL ANGLE - SHDP WELDED TO GALV .METAL MESH - PAINT TO MATCH STOREFRONT INTERIOR METAL MESH HEAD DETAIL 1 11211 = 11.011 INTERIOR UNDERSIDE FLOOR SLAB GALV .METAL MESH (2) 1 Y4' x 1 Y4" MTL ANGLE -SHOP WELDED TO METAL TUBE STEEL INTERMEDIATE 3" X 2" TUBE STEEL (2) 1 %11 x '1 Y4" MTL ANGLE - SHOP WELDED TO 3" X 2" TUBE STEEL CONNECTION PER STRUCTURAL CONCRETE EXTERIOR PLAN METAL MESH PLAN AND ELEVATION DETAIL 1 11211 _ 1 1_011 INTER, 3T1 X 2" TUBE STEEL POST PER STRUCT. (2) 1 %11 x 1 / MTL ANGLE SHOP WELDE T GAL) METAL MES GAL METAL MES GALV .METAL MESH (2) 1 Y4' x 1 14" MTL ANGLE - SHOP WELDED TO GALV .METAL MESH a � INTERIOR 4 :�;, EXTERIOR _ Q W Q a q _ a. Z w 0 4 Q a s O 0 �> II— �I--. W V-d�-Q J 1 ! 1 q, ,6 d� a ad I a- _ _z LEVEL P1 Q 4 - : — d - d - � d •, O O T.O. a a SLAB v C - a 4- ccM •q t? — • O O I O fl,� _ - : .. O o ] _ d:' d Q d _ d C 7 _ t 4 Idle d. _ •• Q 4- Q d 4 __+ Q Nf Q Q d• a • dd 1 1 1 1 I I =III fli III ilk 1�1= METAL MESH SILL DETAIL EXTERIOR 1.5" POLYISO RIGID R6.511N INSULATED SLAB EDGE -METAL FLASHING OVER SLAB EDGE INSUL. CMU BEYOND STEEL HEAD PER STRUCT GALV .METAL MESH PRE -CAST CONCRETE SILL CMU XTERIOR CONC. BEAM (2) 1 Y4' 1 x 1 14" MTL ANGLE SHOP WELDED TO GALV. METAL MESH CONC. WALL 311 X 211 TUBE STEEL ELEVATION WATERPROOFING PER SHEETS BE300, BE401 FREE DRAINING GRAVEL PER CIVIL STEM WALL & FOOTING PER STRUCT. PERF. PIPE FOOTING DRAIN TIGHTLINE PER CIVIL studi OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, VITA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Rea( Estate 23400 HWY 99 EDMONDS, WA, 98026 6181 REGISTERED ARCHIT *CITARLES STRAZZ&FA STATE OF WASHINGTON TITLE STAMP KEY PLAN PROJECT NUMBER ISSUED FOR: BUILDING PERMIT INTAKE BUILDING PERMIT INTAKE 2 BP CORRECTION #1 1 BP CORRECTION #2 %2\ BP CORRECTION #3 18305 DATE: 12.18.18 02.07.19 05.22.19 08. 01.19 - . 11.14.19 APPROVAL BY: DRAWN BY: LB, MA, AZ, AW CHECKED BY: LB SHEET CONTENTS EXTERIOR DETAILS BUILDING DEPARTMENT CITY OF ISIDMONID5 SHEET NUMBER -J 1 11211 _ 11_011 CLASS'B' COMPOSITION ROOF GRID SHINGLES 0/ 15# BUILDING PAPER 7/16" A.P.A. RATED ROOF SHEATHING I BATT INSULATION - SEE ENERGY CALCS & SEE 41/G010 FOR R VALUES & MORE ROOF FRAMING PER STRUCT. INFORMATION Fr 5/8"'TYPE X' GWB DRAFTSTOP, LOCATIONS PER ROOF PLANS I z O _ 5/8" TYPE'X' GWB -- FIREBLOCKING: , ROCKWOOL FIRESTOP AT 2 X 4 w (D N STUD FIRESTOPS -TYPICAL U) Zo Z J _O DWELLING UNIT "' m DWELLING UNIT z w a wa w ' w w � m SEE CODE SHEETS G010 - G013 = FOR MORE INFO 1 HR PARTYWALL, SEE G010 1 HR FIRE PARTITION @ ROOF 'J 1 1/2" = V-0" SEE CODE SHEETS G010 - G013 z FOR MORE INFO O WALLTYPE PER WALL ASSEMBLIES SHEET G010, Qz SOUND BATTS PER 0- ACOUSTICAL DETAILS N U) z o z DWELLING UNIT J W m DWELLING UNIT a wa 5/8" TYPE'X' GWB w w FIRE BLOCK/DRAFT STOP - PROVIDE SOLID BLOCKING ABOVE TOP PLATE _ AT EACH FLOOR 3/4" CDX T&G PLYWOOD 1H RI AL-SSEM T E WELNIdJ0 UN1T PE B�/-� DWELLING UNIT DWELLING UNIT SEALANT PER ACOUSTIC DWGS FIRE BLOCKING: SOLID BLOCKING ABOVE TOP PLATE ROCKWOOL FIRESTOP AT 2 X 4 STUD FIRESTOPS FINISH PER INTERIOR DESIGN DWGS. TYPICAL SEE STRUCT. DWGS FOR SHEAR WALL LOCATIONS '10 1 HR FIRE PARTITION @ FLOOR PERPENDICULAR 1 1/2" = V-0" 4" 1 HR WALL PARTYWALL DWELLING UNIT WALLTYPE PER WALL 1" AIR SPACE ASSEMBLIES SHEET G010. SOUND BATTS PER FIREBLOCKING: ACOUSTICAL DETAILS ROCKWOOL FIRESTOP DWELLING UNIT AT 2 X 4 STUD FIRE STOPS TYPICAL P.T. 2X4 PLATE W/ ANCHOR BOLTS PER SHEARWALL TABLE I°h.° ed _ I .: . : - e4 ° a�-3 HR FTRE RATED-HORZQNTALSEPARATION P P •.- ° -. a• , ° • ' PER IBC 510.2 d SEE CODE SHEETS G010 - G013 FOR MORE INFO 1 HR FIRE PARTITION @ SLAB ol 1 HR SEPARATION RATED SEE CODE SHEETS G010 - G013 1 AUTOMATIC SPRINKLER SYSTEM FOR MORE INFO INSTALLED IN ACCORDANCE WITH I IBC 903.3.1.1. 1 HR FIRE PARTITION WALL BETWEEN DWELLING UNITS PER IBC 420.2 WALL TYPE PER PLANS, SEE WALL ASSEMBLIES SHEET 22/G010 FOR DETAILS SEE STRUCT.DWGS FOR SHEAR ELECTRICAL BOX WALL LOCATIONS N 5/8" TYPE X GWB CONTINUOUS Z DRAFT STOP @ 10' O.C., SECURE m_ TO ONE SIDE OF WALL Z O of Q C/) z Q a w a 1 HR FIRE PARTITION, SEE WALL z z ASSEMBLIES SHEET 22/G010 FOR a w p m O DETAILS �— U z J z ELECTRICAL DWELLING UNIT N w Q w � BOX DWELLING UNIT � o w WALL TYPE PER PLAN & WALL w SHEET G010. SEE ALSO, G011 LASSEMBLIES FOR FIRE RATED WALL LOCATIONS. EE w m 1 HR RATED EXTERIOR 1 HR FIRE PARTITION - PLAN a@ EXTERIOR 1 1/2" = V-0" SEALANT CLAMP GRID) GRID RAIN COLLAR SEALANT OR DIM LINE 4'-0" (N.T.S.) 2 HR FIRE RATED 4'-0" (N.T.S.) PREFINISHED MTL FLANGE 1 HR Roof w/Class B roof covering FIRE BARRIER 1 HR Roof w/Class B roof covering PRIME SET IN MASTIC AND FASTEN TYP. ROOF ASSEMBLY, no openings permitted, fire resistant treated no openings permitted, fire resistant treated z SEE43/G010 roof sheathing VARIES roof sheathing ROOF MEMBRANE FLASHING I ROOF MEMBRANE I VV A — JOIST PER PLAN HANGER PER STRUCT SEALANT PER ACOUSTIC DWGS BLOCKING PER STRUCT FINISH PER INTERIOR DESIGN DWGS. SEE STRUCT.DWGS FOR SHEAR WALL LOCATIONS .l SEE CODE SHEETS G010 - G013 WALL TYPE PER WALL ASSEMBLIES FOR MORE INFO SHEET 22/G010. SEE ALSO, G011 FOR FIRE RATED WALL LOCATIONS. 1 HR FIRE PARTITION @ CORRIDOR TO UNIT FRAMING U 1 1/2" = V-0" GRID OR DI LINE SEE CODE SHEETS G010 - G013 FOR MORE INFO R21 BATT INSUL. FILL CAVITY (1) LAYER 5/8" GWB TYPE X PLUMBING LINE INSTALLATION TO COORD. W/ ACOUSTICAL UNIT 2x8 STUDS ON 2X8 PLATES (1) LAYER SHEATHING PER STRUCT. 5/8" TYPE X GWB PAINT PER INTERIOR FINISH SCHEDULE CORRIDOR WALL TYPE PER WALL ASSEMBLIES SHEET G010 SEE ALSO, G011 FOR FIRE RATED WALL LOCATIONS. 1 HR FIRE PARTITION - PLAN @ CORRIDOR RECESSED ENTRY 1 1/2"11-011 GRID CAR DI LINE WALL TYPE PER WALL ASSEMBLIES SHEET 22/G010. SEE ALSO, G011 FOR FIRE RATED WALL LOCATIONS. DWELLING UNIT CORRIDOR (1) LAYER 5/8" GWB TYPE X 5/8" TYPE X GWB PAINT PER INTERIOR 2x8 STUDS ON FINISH SCHEDULE 2X8 PLATES (1) LAYER SHEATHING PER STRUCT. P.T. 2X8 PLATE W/ ANCHOR BOLTS PER SHEARWALL TABLE 4 - °- -- ' I, a _d _ n ° ed a tr a4�-3HRFIRE`RATED HORIZONTAL.SEPARATION P °=' ° �• 4 PER IBC • d . - .- SEE CODE SHEETS G010 - G013 FOR MORE INFO 1 HR FIRE PARTITION - SECTION @ CORRIDOR SLAB U 1 1/2" = V-0" 1 HR RATED SEPARATION 1 HR FIRE PARTITION WALL BETWEEN DWELLING UNITS PER IBC 420.2 WALL TYPE 1 PER PLANS, SEE WALL ASSEMBLIES SHEET 22/G010 FOR DETAILS - ELECTRICAL BOX z O z Q O a 9 Q ET a o7 � DWELLING UNIT w z O z a ';E � 0 N --5/8" 5/8" TYPE X GWB CONTINUOUS DRAFT STOP @ 10' O.C., SECURE w TO ONE SIDE OF WALL 0- 1 HR FIRE PARTITION, SEE WALL Z ASSEMBLIES SHEET 22/G010 FOR DETAILS O DWELLING UNIT z J III ELECTRICAL o BOX z w -SEE STRUCT.DWGS FOR SHEAR WALL LOCATIONS m AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH IBC 903.3.1.1. WALL TYPE PER PLAN & WALL V ASSEMBLIES SHEET G010 EXTERIOR SEE CODE SHEETS G010 - Y\ G013 FOR MORE INFO 1 HR FIRE PARTITION - PLAN a@ EXTERIOR CORNER U 1 1/2" = V-0" TYP. ROOF ASSEMBLY, SEE G010 2 HR SHAFT WALL, 2x4 STAGGERED @ 8" OC ON 2X6 PLATES OR TYPE PER PLAN. SEE WALL ASSEMBLIES SHEET G010, SOUND BATTS PER ACOUSTICAL DETAILS SECTION AT TOP OF 2 HOUR FIRE BARRIER 1 1/2" = 1'-0" 2 HR RATED VARIES (2) LAYER 5/8" GWB TYPE X 2 HR SHAFT WALL, 2x4 STAGGERED @ 8" OC ON 2X6 PLATES OR TYPE PER PLAN SEE WALL ASSEMBLIES SHEET G010, SOUND BATTS PER ACOUSTICAL DETAILS STRUCT PANEL WHERE OCCURS, LOCATIONS PER STRUCT SHEAR WALL PLANS SHAFT SEALANT PER ACOUSTIC DWGS SOLID BLOCKING ABOVE TOP PLATE PIPE PENETRATION FINISH PER INTERIOR DESIGN DWGS. STRUCT PANEL WHERE OCCURS, LOCATIONS PER STRUCT SHEAR WALL PLANS SEE CODE SHEETS G010 - G013 FOR MORE INFO SEE CODE SHEETS G010 - G013 FOR MORE INFO TI (2) LAYER 5/8" GWB TYPE X FINISH PER SCHED. DWELLING UNIT TYP. FLOOR ASSEMBLY I 2 HR SHAFT WALL, 2x4 STAGGERED SEALANT PER ACOUSTIC DWGS @ 8" OC ON 2X6 PLATES OR TYPE PER SOLID BLOCKING ABOVE TOP PLATE PLAN. SEE WALL ASSEMBLIES SHEET G010, SOUND BATTS PER ACOUSTICAL DETAILS —FINISH PER INTERIOR DESIGN DWGS. DWELLING UNIT SEE STRUCT. DWGS FOR SHEAR WALL LOCATIONS SECTION AT 2 HOUR FIRE BARRIER @ FLOORLINE -J 1 1/2" = 1'-0" 2 HR RATED VARIES (2) LAYER 5/8' GWB _ TYPE X (2) LAYER 5/8" GWB JOINTS STAGGERED TYPE X FINISH PER STRUCT PANEL SCHED. WHERE OCCURS, LOCATIONS PER 2 HR SHAFT WALL, 2x4 STAGGERED Q STRUCT SHEAR WALL @ 8" OC ON 2X6 PLATES OR TYPE > PLANS PER PLANS. SEE WALL ASSEMBLIES w SHEET G010 FOR INFORMATION, SOUND BATTS PER ACOUSTICAL DETAILS STAIRWELL T DWELLING UNIT SHAFT INTERIOR P.T. 2X6 PLATE W/ ANCHOR BOLTS PER SHEARWALL TABLE 4 . 33 HdR FIRE RATED,HORIZONTAL SEPARATIQN° 4 Z O ° _ PER IBC 510:2 ° - ° d d° Q (lJl d W (1) LAYER 5/8" TYPE X SEE CODE SHEETS G010 - G013 GWB ON 5/8" MTL HAT a FOR MORE INFO CHANNELS, VERT. @ �, 16" O.C. d° a.• VARIES 13 2 HR FIRE BARRIER @ SLAB SEE STRUCT. 1 1/2" = 1'-0" FURRED PLUMBING WALL PER PLAN WALL TYPES PER PLAN \ AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH IBC 903.3.1.1. (2) LAYER 5/8" GWB TYPE X STRUCT PANEL WHERE OCCURS, SEE STRUCT SHEAR WALL PLANS SHAFT 2 HR SHAFT WALL, 2x4 STAGGERED @ 8" OC ON 2X6 PLATES OR TYPE PER PLAN. SEE WALL ASSEMBLIES SHEET G010, SOUND BATTS PER ACOUSTICAL DETAILS 2 HR KATED VARIES 1PLAN AT 2 HOUR FIRE BARRIER � 1 1/2" = 1'-0" AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH IBC 903.3.1.1. (2) LAYER 5/8" GWB TYPE X DWELLING UNIT -SEE STRUCT.DWGS FOR SHEAR WALL LOCATIONS FINISH PER SCHED. SEE CODE SHEETS G010 - G013 FOR MORE INFO 4'- 0" MIN TO FIRE WALL (N.T.S.) III ROOF SEE ROOF ASSEMBLY SEE STRUCTURAL FOR SUPPORT CONDITION TYPICAL ROOF PIPE PENETRATION 1 1/2" = 1'-0" V' I A REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION ffr%& C444eor BUILDING OFFICIAL Apr 25 2022 APPROVED DATE 2'- 0-3/4" (NTS). 1 HR FIRE RATED AZ WALL TYPE 21 PER WALL ASSEMBLIES SHEET G010. 1 HR RATED PER IBC 706.5. SEALANT PER ACOUSTIC DWGS 2" FLOOR & CEILING RUNNERS W/ 2" STEEL H STUDS SEE STRUCT.DWGS FOR SHEAR WALL LOCATIONS 2 HR FIRE WALL, RUN CONTINUOUS TO INTERIOR SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING, WALL TYPE PER WALL ASSEMBLIES SHEET 19/G010 AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE _ WITH IBC 903.3.1.1. SEE CODE SHEETS G010 - G013 FOR MORE INFO 12 2 HR FIREWALL PLAN @ SOUTH FACADE FCB 1 1/2" = 1'-0" V' I SEE CODE SHEETS G010 - G013 FOR MORE INFO AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH IBC 903.3.1.1. SEE STRUCT.DWGS FOR SHEAR WALL LOCATIONS DWELLING UNIT A 4'-0" (N.T.S.) 2 HIR FIR 1 HR Roof w/Class B roof covering S PA� no openings permitted within 4'-0" - tMYY2 SEALANT PER ACOUSTIC DWGS SOLID BLOCKING ABOVE TOP PLATE ALUMINUM BREAKAWAY CLIP AT FLOOR/CEILING, PER MFR. FINISH PER INTERIOR DESIGN DWGS. 3/4" MIN AIR SPACE AT STEEL COMPONENTS TO ADJACENT FRAMING OR COVER WITH FULL SHEETS 1/2" TYPE X WALLBOARD HR WA CTI R W/ FURRED FIRE SEE CODE SHEETS G010 - G013 WALL FOR MORE INFO FURRED WALL WALL (1) LAYER 5/8" GWB TYPE X PLYWOOD SHEATHING WHERE OCCURS, PER STRUCT WOOD FRAMING PER STRUCT. DWELLING UNIT FLOOR JOIST FIBERGLASS BATT INSULATION FINISH PER INTERIOR DESIGN DWGS. DWELLING UNIT ©2 HR FIREWALL SECTION @ FLOOR W/ GYP. 1 1/2" = V-0" 4'-0" (N.T.S.) 1 HR Roof w/Class B roof covering no openings permitted within 4'-0" -(1) LAYER 5/8" GWB TYPE X, SUPPORTED BY MIN. 2 IN. NOMINAL LEDGER, 4' EITHER SIDE OF FIRE WALL -2 HR FIRE WALL, RUN CONTINUOUS TO INTERIOR SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING, WALL TYPE PER WALL ASSEMBLIES SHEET 19/G010 SEE CODE SHEETS G010 - G013 FOR MORE INFO 2 HR FIRE WALL, WALL TYPE PER WALL ASSEMBLIES SHEET 19/G010 (2) LAYERS " PROPRIETARY TYPE X GYPSUM PANEL (1) LAYER 5/8" GWB TYPE X (1) LAYER 5/8" GWB TYPE X, SUPPORTED BY MIN. 2 IN. NOMINAL LEDGER, 4' EITHER SIDE OF FIRE WALL DWELLING UNIT vTYP. FLOOR ASSEMBLY 2X4 PLATE ALUMINUM BREAKAWAY CLIP AT FLOOR/CEILING, PER MFR. DWELLING UNIT fLU � w to U � Z c~ AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE FIBER CEMENT z WITH IBC 903.3.1.1. BOARD CLADDIN p PER ELEVATION in Q 0- EXTERIOR U z .. 2 LAYERS 5/8" GWB TYPE X ( ) 2 HR FIRE WALL WALL TYPE PER wW w FOR ACOUSTICS WALL ASSEMBLIES SHEET 19/G010 M co L _ i�l = 2' - 3" (NTS). 3/4" MIN AIR SPACE AT STEEL o COMPONENTS TO ADJACENT FRAMING 1 HR FIRE RATED OR COVER WITH FULL SHEETS 1/2" TYPE X WALLBOARD PLYWOOD SHEATHING WHERE OCCURS, LAL 2" FLOOR & CEILING PER STRUCTURAL RUNNERS W/ 2" STEEL H STUDS NON -RATED WINDOW 20 1 HR NONCOMBUSTIBLE EXTERIOR SHEATHING ° d d d e I- WALL TYPE 20 PER WALL • ° d, 4 - - - - 4 - 3 HRFIRE RATE D HORIZONTA1 :SEPARATION'-, ASSEMBLIES SHEET G010. ° d ' d ° ° PER IBC 51D. 1 HR RATED BOTH SIDES ° d e na ° a PER IBC 706.5. ° :. 4 °d - - AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE SEE CODE SHEETS G010 - G013 WITH IBC 903.3.1.1. FOR MORE INFO AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH IBC 903.3.1.1. -2 HR FIRE WALL, RUN CONTINUOUS TO INTERIOR SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING, WALL TYPE PER WALL ASSEMBLIES SHEET 19/G010 -2" FLOOR & CEILING RUNNERS W/ 2" STEEL H STUDS -SEALANT PER ACOUSTIC DWGS 2ND LAYER OF GWB FOR ACOUSTIC DWELLING UNIT FILL WITH MINERAL WOOL L4 ILY_ CORRIDOR CORRIDOR A B 90 MIN FIRE DOOR PER DOOR SCHEDULE IN FRAMED DOWN 2 HR RATED FIRE WALL 17 2 HR FIRE WALL PLAN AT CORRIDOR WALLS & DOORS 1 1/2" = 1'-0" 2 HR FIREWALL SECTION @ SLAB 1 1/2" = V-0" AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH IBC 903.3.1.1. 2" FLOOR & CEILING RUNNERS W/ 2" STEEL H STUDS WALL TYPE 20 PER WALL ASSEMBLIES SHEET G010. 1 HR RATED PER IBC 706.5. NONCOMBUSTIBLE EXTERIOR SHEATHING NON -RATED WINDOW 4'- 0" (NTS). 1 HR FIRE RATED EXTERIOR stud' 10MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com © 2020 STUDIO MENG STRAZZARA Goodman Real Estate TITLE HWY 99 EDMONDS 23400 HWY 99 EDMONDS, WA, 98026 STAMP KEY PLAN BLD2018-1622 #7- MISC REVISION Apr 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 BP CORRECTION #1 1 05.22.19 BP CORRECTION #2L 08.01.19 SEE CODE SHEETS G010 G013 BP CORRECTION #3 3 11.14.19 FOR MORE INFO 2 HR FIREWALL CORR. 4 02.03.20 CONSTRUCTION SET 02.18.20 SEE STRUCT.DWGS FOR SHEAR BP REVISION 5 04.04.22 WALL LOCATIONS 2 HR FIRE WALL, RUN CONTINUOUS TO INTERIOR SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING, WALL TYPE PER WALL ASSEMBLIES SHEET 10/G010 1 HR APPROVAL BY: > 20 SEE STRUCT. DWGS FOR 1 HR DRAWN BY: LB, MA, AZ, AW BREAKAWAY CLIP, TYP CHECKED BY: LB SHEET CONTENTS FIRE RATED DETAILS 4' - 0" (NTS). 1 HR FIRE RATED FIBER CEMENT NON -RATED BOARD CLADDING PER ELEVATIONS 2 HR FIREWALL PLAN @ NORTH FACADE FCB 1 1/2" = 1'-0" SHEET NUMBER CLASS'A' COMPOSITION BEAM PER STRUCT. studloMENG ROOF SHINGLES Of 15# LINE THE JOIST BAY W1518" TYPE'X' GWB ON FOUR STRAZZARA BUILDING PAPER 112" RESILIENT LINE THE JOIST BAY W15I8" TYPE'X' GWB ON FOUR SIDES OF BAY ENDS. THE NUMBER OF LAYERS OF GWB ROOF FRAMING PER CHANNELS AT 12" O.C. SIDES OF BAY ENDS. THE NUMBER OF LAYERS OF GWB TO MATCH NUMBER OF LAYERS REQUIRED FOR THE ARCHITECTURE STRUCT. 7116" A.P.A. RATED TO MATCH NUMBER OF LAYERS REQUIRED FOR THE RATED CEILING A SEMBLY PLANNING ROOF SHEATHING RATED CEILING ASSEMBLY CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 L•. F 206 587 3797 tel 206 587 0588 Lu -.. - - - - n-- - -. , wWw.studfoms.com VAPOR BARRIER GATT INSULATION -SEE -. - - - ENERGY CALCS & SEE G020- FIRE RESISTIVE CAULK 112" RESILIENT G022 FOR R VALUES & MORE AT PENETRATION CHANNELS AT 12" O.C. 1 HR FLOOR/CEILING INFORMATION TYP. 1 HR SEE G010 - FLOOR/CEILING, RECESSED LIGHT FIXTURE 5/8" TYPE'X' GWB s 518" TYPE'X' GWB SEE G010 FIRE RESISTIVE CAULK 't OR FAN UNIT PER MECH BEAM PER STRUCT. AT PENETRATION 2X FIRE BLOCKING OR ELEC DWGS VENT 1 EXHAUST DUCT - 2X6 STUDS AT 16" O.C. - 26 GA. METAL DUCTS WHERE DUCT - SEE FLOOR PLAN PENETRATES RATED CONSTRUCTION, PER UL LISTING L583 4 NR INTERIOR WALL ROOF 3 RECESSEDICAN AT 1 HR FLOOR/CEILING 1 VENT AT 1 HR FLOOR/ CEILING 1 1 /2 - 1 -0 1 1 /2 -_ 1 -0 1 1 /2" = 1'-0" SEE MECHANICAL DRAWINGS WALLTYPE PER WALL UNIT IN SEPARATE PERMIT FOR PLANS SHEETS. EXHAUST VENTS, SEE MECH. ADDITIONAL INFORMATION SEE ASSEMBLIES SHEET DRAWINGS FOR ADDITIONAL G010 FOR DETAILS AND SOUND BATTS PER DETAILS & INFO. ACOUSTICAL DETAILS HOLD DUCTWORK TIGHT TO WALL TYPE fs < f CEILING y�= PER PLAN -�— PER STRUCT _ GYPSUM BOARD - SEEz4 FINISH SCHEDULE 'TYPE X' GWB EXTENDS TO SHEATHING ABV � �� - � PER STRUCT t @ FIRE RATED WALLS f\ —' — STRAP DUCT TO CENTER OF STUD. / t� i i . 1 v �, 2 MIN. TYPICAL FLOOR 2X4 STUDS AT 16 O.C. - — _ TYPE X GWB EXTENDS EVERY 12 O.C. 26 GA. GALV. STEEL E 3 SEE FLOOR PLAN TO SHEATHING ABV - w { ) ASSEMBLY PER DETAIL wv< : t- ' _ - - FIRE BARRIERS - 401GD10 @ cn � 314" CDX T&G PLYWOOD WALL TYPE PER _ _ _ SHEETS �� `� FIRE BLOCKING - - - - - - - a A150 A154, SEE WALL 4 if - - - - - - - r MAX 4" NOM. DIA. SHEET METAL DUCT a - = 1� 6t , f" ELBOW (26 GA. MIN.) INTO R D �- ASSEMBLIES ON SHEET ROOM/ AN ., _ Goodman Read Estate G010 FOR DETAILS (26 GA. MIN.) TO EXTERIOR. FRAMING PARALLEL FRAMING PERPEN CULAR ,' `� -_4 � \ � 6 � % FLEXIBLE METAL FIRE i �, �` �� , DUCT TITLE 6 _ _ �\ _ �! MIN.1/4" DIA. BEAD OF 3M FIRE BLOCKING �, 4 TYP. FLOORICEILING _ , : `� BARRIER CP-25WB+ CAULK OR MPS-2+ ASSEMBLY SEE SHEET a� 41i �� PUTTY (OR EQUAL) APPLIED TO THE — WHM Vff 9 9 G010 �, _ �1 ,s WRAP STRIPIWALL INTERFACE AND 1 HR WALL SEE G010 5I8 TYPE X' GWB TYP. THE EXPOSED EDGE OF THE WRAP ( I LINE OF 1" ,� 5/8" TYPE 'X' GWB TYP. '' ' \y"' SEE ACOUSTICAL _ y w � STRIP LAYERS. - CLEARANCE, �F= D M 0 N TYP. ¢ 6, SOLID BLOCKING- NOTE: WALL TYPE PER PER WALL 1, MAX. DIA. OF PENETRATION PERPENDICULAR TO JOISTS - f ASSEMBLIES SHEET G010. \- _ _ _ -''' TO BE 21-112 PER UL. OR ADDITIONAL PARALLEL LINE OF CABINET 2 T-0" PER ID, AFF TYPE 2. ANNULAR SPACE AT SOUND BATTS PER UPPERS BEYOND — — JO1ST UNDER WALL _ ACOUSTICAL DETAILS f — PENETRATION = MIN. 0"1 MAX. 23400 HWY 99 WHERE OCCURS 518" PER UL. EDMONDS, WA, 98026 1" BEYOND PROPOSED CABINET DEPTH f LINE OF CABINET UPPERS STAMP 9 INTERIOR WALL FLOOR 8 TYPICAL RESIDENTIAL UNIT SOFFIT 7 TYPICAL RESIDENTAIL UNIT SOFFIT - ALT TYP. FIRESTOPPING AT DUCT PENETRATION OF 1-HR WALL ASSEMBLY 6181 REGISTERED 1 1 /211 = 1 1_011 1 11211 _ 1 1_011 1 1 /211 _ 11.011 1 1 /211 = 1 1_011 ARC T LES S A2 STATE OF WASHINGTON ALL FIRE RATED WALLS AND FLOOR/ CEILING 1 HR WALL, SEE G010 ASSEMBLIES TO BE BUILT/PRE-ROCKED ON ALL I (3) SIDES ADJACENT TO THE TUB PRIOR TO THE WALLTYPE PER G010 TUB INSTALLATION KEY PLAN WD STUDS AT 16" O.C. - SEE FLOOR PLAN FIRE BLOCKING I 1 HR RATED WALL RUNS CONTINUOUS ` 314" GYPCRETE I I BEHIND TUB; PROVIDE (1) LAYER 518"'TYPE X' 1 HR WALL, SEE 1 HR WALL, SEE UNDERLAYMENT (OVER MOISTURE RESISTANT GWB AT TUB FLANGE ACOUSTIC MAT AT I I I 2x TUB LEDGER SHEET GD1D WALL TYPE PER PLANS, SEE SHEET G010 - I VINYL LOCATIONS) - FILL VOID OR CAVITY WITH 3M FIRE I 1 HR RATED FLOOR ASSEMBLY RUNS WALL ASSEMBLIES SHEET GYPSUM BOARD -SEE r I BARRIER CP-25WB+ CAULK OR I FIRE BLOCKIDRAFT STOP - CONTINUOUS UNDER TUB G010 FINISH SCHEDULE MPS-2+PUTTY (OR EQUAL). M[N. PROVIDE SOLID BLOCKING ( I 6" MAX. PENETRATION FOR 112" DEPTH OF FILL MATERIAL I ABV TOP PLATE AT EACH PLUMBING ANDIOR144 SQ IN IN 100 APPLIED WITHIN OPENING FLUSH I 3/4" GYPCRETE FLOOR I I SQ FT OF FLOOR AREA LIMITATIONS UNDERLAYMENT Ol WITH WALL SURFACE. I — — — — - Yr — ACOUSTIC MAT AT f CONCRETE SLAB PER _ 4 f a - • e 4 — — a °. ,_ . _ VINYL LOCATIONS) >u SHEATHING PER STRUCTURAL L _ TUB AND SHOWER L J STRUCTURAL STEEL COLLAR & WRAP STRI a JI — PIPE I HEAD I PER UL LISTING F-C-2355 314" CDX T&G 4 - a . _ e ° : f PLYWOOD d d , _ - - -a _ - + - �4I c•, ° _ _ _ - 4 _ _ , I MAX. PENETRATION FOR PLUM6IN a 6 _ _ e , a - 318" MIN, THICK FILL MATERIA ANDIOR144 SQ IN IN 10D SQ FT OF a <• A a a ° ' �' d j a = TUB AND SHOWER VALVE - I I APPLIED WIN THE RING & FIRE BLOCK/DRAFT FIRE BLOCKING AND FLOOR AREA LIMITATIONS a- a - -4 d I I FLUSH W1TOP SURFACE OF - - . �• F ' • a _ ° STOP, PROVIDE SOLID FLOOR PLATE; FIRE STOP FIRE SEALANT PER d °_ n -°. 4•-Q. ° -d ' .a a -$ y°e . c" a a : d, c a a - UL SYSTEM FC 2355 BLOCKING AT ' DRAIN DETAILS - - - - a EACH FLOOR FIRE BLOCKING AND 47 0 4 - ° - FIRE SEALANT ° 4 a �' — — — 5/8" TYPE "X" GWB. 1 HR FLOOR/CEILING, WALL TYPE PER PLANS, SEE SEE G010 .411 WOOD FRAMING PER I WALL ASSEMBLIES STRUCT. DWGS, SEE S SHEET G010 FIRE BLOCKING 1 HR FLOOR/CEILING, FLOOR PLANS FOR I SEE G010 WALLTYPES TUB HEIGHT OF PROJECT NUMBER SURROUND 18305 2 INTERIOR BEARING PARTITION SLAB 13 BATH FIXTURES AT 1 HR WALL 12 FIRESTOP AT TUB AT PARTY WALL 11 FIRESTOP AT TOILET ISSUED FOR: DATE: 1 1 /211 = 1 1_011 1 1 /211 = 11_011 1 1 /211 _ 1 1_011 1 11 = 11_011 BUILDING PERMIT INTAKE 12.18.18 LINE THE JOIST BAY WI BUILDING PERMIT INTAKE 2 02.07.19 1 HR CORRIDOR WALL, SEE {1) LAYER 518" GWB, UNIT G01a BP CORRECTION #1 1 05.22.19 TYPE 'X' ON 3 SID S 2x STUDS @ 16" O.C. BP CORRECTION #2 a08-01-19 BP CORRECTION #3 3 11.14.19 FIRE EXTINGUISHER CABINET WALL TYPE PER PLANS 2x6 STUDS ON PLAN SEE SHEET G010 FOR WALL. 2X6 PLATES CORRIDOR ASSEMBLY DETAILS APPROVAL BY: DRAWN BY: LB, MA, AZ, AW 5'-0" A.F.F. 2x BLOCKING TYPICAL AT TOP CHECKED BY: LB AND BOTTOM OF CABINET SHEET CONTENTS ONE LAYER 5/8" TYPE 'X' GYPSUM - WALLBOARD, TYP. INTERIOR DETAILS FIRE EX\TINGUISHEF.�., a CABINET - 2x STUD, ; TYP. -� r BEYOND ►' q �r ems_ �/R }•+an�� si r . SHEET NUMBER ELEVATION 16 SEMI -RECESSED FIRE-EXTINGUISHER/ 1 1/2-1-0 - T � � IN UNITS 1 CLEARANCE BATHROOM MOUNTING HEIGHT PROVIDE A 30'k48" CLEAR AT LEAST 50% OF FREEZER FLOOR SPACE POSITIONED COMPARTMENT SHELVES, CLEAR FLOOR SPACE FOR A PARALLEL APPROACH. INCLUDING THE BOTTOM OF THE THE CENTERLINE OF THE FREEZER, SHALL BE 54" MAXIMUM WALL MOUNTED DEVICES SHALL NOT EXTEND MORE TP CLEAR FLOOR SPACE SHALL ABOVE THE FLOOR WHEN THE LAVATORY CLEARANCES - SIDE VIEW 1' ~ 24" MAX BE OFFSET 24" MAX FROM SHELVES ARE INSTALLED AT THE REF WITH TOP FREEZER REF WITH BOTTOM FREEZER WALL -HUNG LAVATORY WALL -HUNG LAVATORY THAN 4" BEYOND WALL SURFACE WHEN LOCATED SNDstud'OMENG BELOW THE CENTERLINE OF THE MAXIMUM HEIGHTS POSSIBLE IN THE OR OR SD 5'-0 DEDICATED. COMPARTMENT ICCA117.1-2009 24" MIN. VANITY W/ REMOVABLE ILI 24" MIN. VANITY W/ REMOVABLE 6 -8 O TB -� 5'-0" SEC.1003.12.5.fi REF CABINET CABINET C n /�, /� /` - 1 1-p�� 31-0° 1 1_0„ REF �7 �'"'[/`�1 /`�1 / "'1 RIr—EF _ ; (D PIPE PROTECTION ARCHITECTURE o - o - - X 0 > _ _ _ REMOVABLE CABINETS: ,_ [� U � --- PER ICC 1003,12.4.1 & 1003,11.2.2 n� PLANNING REQUIRES THE FOLLOWING: THE - I CONSULTING CABINETRY MUST BE ABLE TO BE z_ ,d. Q / \ o I C _ _ o REMOVED WITHOUT REMOVAL OR z z C7 CY3 Ln CY? ' CD 20 of \ \ - — r- CENTERLINE b N\ co - r r co \ �n REPLACEMENT OF THE SINK OR � ' - OF LAVATORY, THE FLOOR FINISH MUST � O7 z , J CLEAR FLOOR EXTEND UNDER THE CABINETRY & THE ROBE TOWEL BAR HAND SEAT PAPER SANITARY TOILET SOAP TOILET MIRROR AND l 1 "' SPACE WALLS BEHIND THE SURROUNDING HOOK TOWEL COVER TOWEL NAPKIN PAPER DISPENSE PARTITION SHELF 1 / o I / CABINETRY MUST BE FINISHED. EQ EQ TOE CLEA ANC KNEE CLEARANCE 2001 WESTERN AVE SUITE 200 BAR DISPENSE DISPENSER DISPENSER DISPENSE R 48" 48" EQ EQ 6"MIN , 8"MIN 1 2 3 R 4 5 R � 8 9 10 f I I 48 IT Seattle, WA USA 98121 48" 30"MIN 17"MIN MH ReS _ (A) CIRCULAR (B) T-SHAPED PLAN VIEW 206 587 3797 tel LAVATORY CLEARANCES -SIDE VIEW CT p UNIT TYPE A & B BATHROOM UNIT TYPE B - OPTION B BATHROOM N CLEAR WIDTH OF AN ACCESSIBLE ROUTE TYPE A UNITS - CLEAR FLOOR SPACE AT REFRIGERATOR/FREEZER TYPE B UNITS - CLEAR FLOOR SPACE AT REFRIGERATOR/FREEZER CLEAR FLOOR SPACE AT LAVATORY ANSI FIGURE1003.11.2.4 206 587 0588 0 0 0 38 2 3 4 DF o O PROVIDE A30'k48"CLEAR WWW.Studioms-co i FSS � - - FLOOR SPACE POSITIONED FOR 0 ACCESSIBLE ROUTE CLEAR FLOOR SPACE A PARALLEL APPROACH TO WALL -HUNG n CO , INDICATOR LINE RANGE . 16"-18" 16"-18" 18" MIN LAVATORY - Q ' L REFERENCE CODE OR VANITY WITH � SUMMARY SHEETS 24" C BOTTOM -HINGED DOOR OVENS L PROVIDE BLOCKING IN REMOVABLE CABINET _ d- Q FSK FOR EXTENT OF MAX SHALL HAVE A COUNTERTOP WALL FOR FUTURE ROUTE I POSITIONED ADJACENT TO ONE INSTALLATION OF T O SIDE OF THE DOOR. 0 � WORK � 0O GRAB CHANGING SHOWER FOLDING DRINKING MOP FLOOR SINK CLOSET ADA O SIDE - HINGED DOOR OVENS O BARS TABLE CURTAIN SHOWER FOUNTAIN HOLDER ROD SHOWER z z SHALL HAVE A COUNTERTOP ROD SEAT AND — _ — m ? _ O O POSITIONED ADJACENT TO THE O 0000 z S F t° o LATCH SIDE OF THE OVEN o Q ti 11 12 13 14 15 16 [JEE 18 � � 24' DOOR. CP O T Q TOILET ROOM ACCESSORY MOUNTING HEIGHTS o OVEN Q o EN ¢ a- 4'4 co D oR � DOOR ¢ W ¢ \ 4APPROACH o cn ¢ z EQ EQ - EQ EQ - ]� ¢ o O z v v (A) WATER CLOSET LOCATION 60" MIN APPROACH 'I �_ r z 0 z C3 0 (C) LAVATORY OVERLAP EXCEPTION (D) WATER CLOSET HEIGHT �' W W 0 O ¢ z J m ❑ z Z 48" -- �' 48" co �) MINIMUM CLEARANCE I 60" MIN - 0= 0 [- I— ,- � x d z ¢ H U — — LL m = LL m = ;--- W LL O W Q r O�z D0= xp0 �r� Z�I-� p �_ U U p � z O - car ❑ a� z o ¢ o ¢ o CONTROLS SHALL BE TYPE A UNITS - CLEARANCE AT WATER CLOSETS ANSI FIGURE1003.11.2.4 _ � I I Ji 0 0 < � 0 O _ N• o U 2 J U (A) COOKTOP AND RANGE TOP ACCESS PROVIDED ON FRONT PANEL EQ EQ (A) COOKTOP AND RANGE TOP ACCESS EQ EQ 00 0 _ 1— J _ I— J 00 0 = 00 o (B) OVEN ACCESS - 8 � U U3 Nt C) CI_ co U LU � U U] L0 M ON EITHER SIDE OF OVEN 0 O `W" TYPE A UNITS - CLEAR FLOOR SPACE AT RANGE AND OVEN 4811 TYPE B UNITS - CLEAR FLOOR SPACE AT RANGE AND OVE 484 (B) OVEN ACCESS 39 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 6 7 33 SWITCH SOCKET ABOVE COUNTER FIRE ALARM STATION FINISHED FLOOR MIN WALL -HUNG WALL -HUNG 18° M5N LAVATORY 16"-18" 18"MIN LAVATORY 18" 42"MEN CLEAR FLOOR SPACE PROVIDE BLOCKING IN OR OR VANITY W/ FIXED OR VANITY WI FIXED Z_ w WALL FOR FUTURE REMOVABLE CABINET REMOVABLE CABINET 0 z z 12" MAX TO EDGE OF SOCKET GRAB LLATION OF \ U ¢ 36" 32" BARS' w w MIN. MIN. \y ' J ¢ o y CABINET LOWERS w �v z z z� C� DOORWAYS WITHOUT DOORS POCKET OR SLIDING DOOR �" ❑ _ CABINET UPPERS O� 0 w � O +n A , OUTLET HEIGHT -SEE KITCHEN SINK WITH I o a_ w TYP. REMOVABLE M Q Q ¢ OUTLET DIAGRAM CABINET CORNER (PLAN VIEW) CORNER (ELEVATION VIEW) o EQ EQ ❑ (FORWARD APPROACH ONLY) (PARALLEL APPROACH) z APPROACH v ` CLEARANCE AT OUTLETS/SWITCHES IN CORNERS OVER CABINET LOWERS o 000 EQ EQ 4$„ 48"MIN APPROACH � `'� '� 4`;. � �•� `� 4G ei (A) PARALLEL OR FORWARD APPROACH J C (A) WATER CLOSET (C) FORWARD APPROACH 30° LOCATION 48" MIN (B) PARALLEL APPROACH��' 32° 32° TYPE AUNITS -CLEAR FLOOR SPACE AT SINK TYPE BUNITS -CLEAR FLOOR SPACE AT SINK MIN. MIN. 9 1 Q TYPE B UNITS CLEARANCE AT WATER CLOSETS - OPTION A AND OPTION B BATHROOMS HINGED DOOR BIFOLD DOOR Goodman Rea[ Estate - NOTE: FEC MAY NOT � FOR BRAILLE MOUNTING � CLEAR FLOOR SPACE PROJECT MORE HEIGHT, SEE SECTION CLEAR WIDTH OF DOORWAYS PROVIDE BLOCKING IN 6D TYP 703.4.5 THAN Q�Q WALL FOR FUTURE �� 4" FROM MOUNTING O (48" MIN TO BASE LINE OF 43 TITLE INSTALLATION OF SURFACE BRAILLE CELL) OPERABLE PARTS SHALL BE OPERABLE GRAB 6 SIGN 48" TYP NOTE: VERTICAL GRAB WITH ONE HAND, FIVE POUNDS MAX. 0 BARS REINFORCEMENT NOT FEC FORCE AND SHALL NOT REQUIRE TIGHT DW X � GRASPING PINCHING OR TWISTING OF DW REQUIRED AT BATHROOM Q -' THE WRIST ICC A117.1� 2009 SECTION EXEMPT MEETING ANSI Z r A117.1-2009 Q 309.4 DW DW SECTION 1003.11.1,0"M wff 9 9 �-• C - � - DOER DOOR _ EXCEPTION #3 OR E I x O = CD - - 48 48 ANSI SECTION 1003.12.4.1 �,� - O - r Of IJIL OI (B) 20"-25" MAX n ca Q- L, d ca _� _g O (A) 20" MAX z m -d- CL Lj M Lj m Ln r00 r 0 IN FEC HORN/ STROBE STROBES THERMOSTAT ROOM TOILET PAPER HOLDER WALL MOUNTED DEVICES AND APPLIANCES SECURITY/ AR 'SNIGNAGE EQ EQ EQ EQ TYPE A AND TYPE B UNITS - OPTION A AND OPTION B BATHROOMS - BLOCKING FOR WATER CLOSET GRAB B TOILET PAPER DISPENSER 23400 HVUY 99 46 FIRE ALARM BARAILLE � z � � x EDMONDS, VITA, 98026 2 48" 48" 4 5 mQ = r `f � PROVIDE BLOCKING IN TYPE AUNITS -CLEAR FLOOR SPACE AT DISHWASHER TYPE BUNITS -CLEAR FLOOR SPACE AT DISHWASHER WALL FOR FUTURE STAMP INSTALLATION OF GRAB BARS UNOBSTRUCTED (A & B) OBSTRUCTED f 2' - 611 • WATER FLOW OF 4"MIN. 6� S1 r IN HT. AT THE ANGLE OF REGISTERED FORWARD REACH REQUIREMENTS 30 DEGRESS MAX. ICC 41 11- 3" 1' - 3" 602.6 ARC T ADDITIONAL INFORMATIOIN 5"MAX., 15 MIN. 1011 0 z 40"MIN _ ❑ m LES S AZZ. ACCESSIBLE ROUTE FACE OF APPLIANCES 2'-6" 2'-6" C'7 .0 I I cr)Q U v KNEE AND TOE SPACE STATE OF WASHINGTON E KNEE - z _ _ SHALL COMPLY ¢ - SECTION 306 w ' m OR COUNTERS MIN MIN _i _ I I co ¢ U (EXCLUDING I I � `'' - z 10" MAX 30" 30" HANDLES) CLEAR SPACE co N I SPACE I u) o CCESS , O 0 PER ICC 1003,12.3 z t� AISLE „ACCESSIBLE WORK SURFACE z SERV 40 MIN REQUIRED AT TYPE A UNITS PER cz C AN CHANGE IN LEVEL -SQUARE REF 6"MAX. (13) 24" MAX KEY PLAN ICC 1003.12.3 C (A) 10" MAX 00 x x (A) DF ELEVATION B DF ELEVATION w ¢ ¢ PER 2010 ADA STANDARDS 40"MIN / SPOUT HEIGHT &CLEARANCE ICC A117.1-2009, SECTION 602 r AR 502.2 EXCEPTION: VAN STALLS 2 - co "' w MAY BE 96° MIN. WIDTH WHEN r 1 , co 0 67 RKED ADJACENT TO AN ACCESS cV FINISHED FLOOR FINISHED FLOOR E.Q. E.Q. FLUSH CONTROLS SHALL � AISLE 96°MIN WIDTH BE HAND OPERATED OR w 10" � *36" MIN IF PART OF T-SHAPED TURNING SPACE PER *36" MIN IF PART OF T-SHAPED TURNING SPACE PER 60" R.O. �[ SECTIONS 304.3.2 AND 1003.3.2 SECTIONS 304.3.2 AND 1003.3.2 AUTOMATIC. ICC 605.4 96" MIN. CAR 60" MIN. co z oo ¢ BACK WALL CHANGE IN LEVEL - SLOPED v g PROVIDE BLOCKING IN 132" MIN. VAN L TYPE A AND TYPE B UNITS - co WALL FOR FUTURE = r NOTE TYPE A AND TYPE B UNITS - MINIMUM KITCHEN CLEARANCES TYPE A AND TYPE B UNITS - KITCHEN SIN WORK SURFACE KITCHEN " INSTALLATION OF 9 2� 23 131/ MIN. 1311 MIN. GRAB HEAD CONTROL THESE DIAGRAM E BASED ON It EDGE PROTECTION - 3D'k48" CLEAR FLOOR BARS � END END THE INFORMATION CONTAINED 1N ACCESSIBLE PARKING STALLS UNOBSTRUCTED (A & B) OBSTRUCTED SPACE AT URINAL WALL WALL THE ICC/ANSI Al 17.1-2009 50 51 LIMITED DROP OFF r MANUAL AND CHAPTER11 OF THE OSSC 2010, THEYARE NOT SIDE REACH REQUIREMENTS U z REPRODUCTIONS OF ALL OF THE WALL -HUNG p INFORMATION CONTAINED IN THE 12" x 18" SIGN LAVATORY ANSI MANUAL. REFER TO THE ANSI RESERVED LAUNDRY OR ¢MANUAL FOR COMPLETE PARKING (WHITE) AND JII VANITY WI (BLUE) WALL TYPE ¢ \'; APPROACH CABINET REQUIREMENTS. TEXT ACCORDING a PER PLANS TO LOCAL (A) PARALLEL OR FORWARD APPROACH (A) WALL HUNG URINAL HEIGHT (B) STALL URINAL TYPE 60" MIN 0 2X CONTINUOUS ' REQUIREMENTS m BLOCKIN, ALLOWABLE I WITHOUT PERMANENT SEAT CONTROLS AT FRONT OF UNIT, ICC A117.1-2D09, SECTION 605 VAN 36"x36" BLUE STRESSESS SHALL NOT WITHIN STANDARD 36„ ,18 HEIGHT OF URINALS 2D TYPE AUNITS - CLEARANCE AT TUBS ACCESSIBLE STENCILED SIGN BE EXCEEDED FOR UNOBSTRUCTED REACH MATERIALS USED AP FRONT I RANGE (15" MIN. TO 48" MAX. MIN. FINE WHEREAVERTICALLOR � LOA ING LOADING AFF) " �� 0 z HE INTERNATIONAL PULL SIDE PUSH SIDE $ o r T ERNATfONAL HORIZONTAL FORCE OF GRAB BAR APPROACH APPROACH '- w SYMBOL OF ACCESSIBILITY 250 POUNDS IS APPLIED. BACK WALL 60" R.O. 60" R.O. 60" R.O. '-'' 1 LAYER 5/8" PROVIDE BLOCKING IN a � X SHALL COMPLY WITH ICC GWB WALL FOR FUTURE BACK WALL BACK WALL BACK WALL a s 00 703.6.3.1 ❑❑❑❑ I r� w FINISH PER o ca C3 c3 SHEATHING PER INSTALLATION OF Q ¢ STRUCTURAL- SCHED. z ¢p 15" GRAB Y ca SIGNS IDENTIFYING PARKING 18 ] MAX BARS cl s o SPACE SHALL BE 60' MIN. 2 ' P F ED co v O Uo CONTROL HEAD CONTROL HEAD CONTROL HEAP J ABOVE FLOOR OF PARKINGS c*� r ; SEAT - _ CONTROL b END WALL END END WALL END END END co SPACE. ICC 502.7 Ua FF WAL WALL WALL WALL D WALL WALL ❑ 24" MAX L F - H 52 IDENTIFICATION 53 TYPICAL GRAB BAR DETAIL 32� 30" X 48" CLEAR FLOOR SPACE TOP LOADING FRONT LOADING CONTR L Q U z Z 00 MIN. FOR TYPEWAND COMMON USE LAUNDRY EQUIP. WALL] z WALL -HUNG < : O PROJECT NUMBER o� PARALLEL APPROACH TO EACH z - - z_ SHALL — - LAVATORY o WALL -HUNG a 32" O APPLIANCE PER SECTION 1D02.10 COMPLY WITH ANSI 611 X - � a- `� 0 a `'' G a� c0 OR LAVATORY CID MIN. p X-12"MIN WHEN c VANITY W/ ¢ OR REMOVABLE T 18305 PROTRUDINGFRONT APPROACH u: DOORVANITYWI TOILEHAS CLOSER & LATCH_74 1CABINET REMOVABLE WINDOWS SHALL COMPLY WITH ICC ANSI 117.1-2009 SECTION TYPE A AND TYPE B TYPE A AN DTYPE B UNITS - 4s"MIN ��" MIN OMPLLAVATOY�NG CABINET 4a" MIN 309' WITH APPROACH ISSUED FOR: DATE: UNITS -LAUNDRY CLOSET EIGHT OF LAUNDRY (A) PARALLEL APPROACH B PARALLELAPPROACH FORWARD APPROACH1. A 30"X48" CLEAR FLOOR SPACE SHALL BE PROVIDED PER SECTION 30 26 *_VQUIP. 1004. SECT03.1.3.1 60" MIN SE OPERABLE PARTS MUST BE IN THE ACCESSIBLE REACH RANGES PER TRANSFER -TYPE SHOWERS TYPE B UNITS - OPTION A BATHROOMS - CLEARANCE AT TUBS BUILDING PERMIT INTAKE 12.18. $ 5l 24 3. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL BUILDING PERMIT INTAKE 2 02.07.19 4" NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. COMMERCIAL SPACES (SEE PLANS 4&5 ON SHEET A504) THE FORCE REQUIRD TO ACTIVATE OPERABLE PARTS SHALL BE 5.0 54"BATH MS___8_1_ BP CORRECTION #1 05.22.19 MAX. POUNDS MAX PULL SIDE PUSH SIDE 60" R.O. EQ EQ PROVIDE BLOCKING IN 60" BP CORRECTION #2 2 08.01.19 _FTv v 16"-18" SHOWER ROD WINDOW PER Q ¢ WALL FOR FUTURE BACK WALL MIN OPERABLE SCHEDULE 54 MIN INSTALLATION OF - BP CORRECTION #3 3 11.14.19 PART w z PROVIDE BLOCKING IN 36 MIN GRAB = 8 ¢ ¢ � � WALL FOR FUTURE � BARS � n >_ INSTALLATION OF 39 - 41Le 6" MAX 12" 24" NOTE: VERTICAL GRAB � CONTROL HEAD HAND SHOWER 12" MAX'24 "MIN 24" MAX �/ TYPE A GRAB MIN MIN BAR REQUIRED IN m END END WITH A HOSE 59" 2" MI UNIT BARS COMMON USE WALL MIN, THAT CAN BE 24" MAX. W/OUT 12 MAX BATHROOMS !- WALL USED AS BOTH A z PERMANENT SEATS 00 ¢ 22 32 12 FIXED SHOWER ICC A117.1-2009, MIN. MIN. MIN. z z v z_ HEAD & AS HAND _ °° SECTION 607.4.2.1 Q cc o < O SHOWER PER ICC O❑ 0 607.6 co 32" t p Q w ¢ OFFSET - - GRAB BAR z MIN. LL w cp N @ CONTROL m co HINGE APPROACH N - m COMPLYING WITH PER ICC X=36" MIN WHEN Y=60" Y=48" IF DOOR HAS � - m LAVATORY VALVE Li X=42' MIN WHEN Y=54 BOTH APPROACH w �- ° 4$" MIN SECTION 1004.11.3.1.1 607.5 BATHTUB ACCESSIBLE WINDOW LATCH AND CLOSER 0. (A) PARALLEL APPROACH APPROVAL BY. 60 MIN r O FOOT BACK HEAD , 54 PROTRUDING LIMITS FIG. 307.2.1 HARDWARE &OPERABILITY WATER CLOSET HEIGHT TYPE B UNITS - OPTION B BATHROOMS - CLEARANCE AT TUBS TYPE A AND TYPE B UNITS - OPTION A AND OPTION B BATHROOMS - LOCATION OF CONTROLS 1 /4 '011 SINGLE TOILET WALL MOUNTED ANSI FIGURE1003.11.2.4 28 29 DRAWN BY: LB, MA, AZ, AW 36 PROVIDE BLOCKING IN PROVIDE BLOCKING IN CHECKED BY: LB WALL FOR FUTURE WALL FOR FUTURE 60" INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS PULL SIDE PUSH SIDE , " PROVIDE BLOCKING W 18 42 MIN EQ EQ FULL LENGTH OF EQ EQ 6D" SHEET CONTENTS WALL FOR FUTURE 54" MIN INSTALLATION OF SHOWER MIN 36"MIN ROD v GRAB 39" - 41" " MAX 12" 24" NOTE: VERTICAL GRAB ¢ BARS a MIN MIN BAR REQUIRED IN SHOWER 8 SHOWER HEAD 4 MAX- 6SHOWER HEAD ACCESSIBILITY a I 12„ MAX -COMMON USE ROD 2-0" MIN 12" MAX Q � BATHROOMS 24" MAX. WIOUT 2" MItt PERMANENT SEATS CLEARANCES I z - - 2 0 MI Z CONTROLS OFF- ICC A117.1-2009 - Q N CC 60 R5 PER «� 2`-D"MIN co SECTION 607.4.2.1 ' I _ - _ _ °° Z 32" o 32 ri co co r� r�R Us B MIN. o IN. a �"' a, _ o ¢ w �1 IL LLI a r _ CONTROLS = _ � � w j � � � � PER CC 607 5 �„� co c-, NOV � 9 ��a� Y=54"MIN IF DOOR HAS CLOSER � � � � � ` co LL c� a Y=48" MIN IF DOOR _ - - LATCH APPROACH HAS APPROACH 0 � `o � � �LJ1 N CLOSER o Lj LJOf �NM SHEET NUMBER MANEUVERING CLEARANCES AT SWINGING �•- ' FOOT BACK HEAD FOOT BACK HEAD S 43 DOORS -ANSI SECTION 404.2.3 SINGLE TOILET FLOOR MOUNTED TYPE A AND TYPE BUNITS - OPTION A AND OPTION BBATHROOMS -BLOCKING FOR TUB GRAB BARS FOR BATHTUBS WITHOUT PERMANENT SEATS 3l 34 35 56 VERTICAL CLEARANCE FIG. 307.4.1 . 1 /411 = 11-011 d N 0� W �- N ❑ N �o Q W r d� E W F- z Q aW CO� 0 CJ w cn cn �zz CA00 _0 -UZ U) c�a •bO O W Q y 111 3 J a r t+ LO L ' 4-� O M cD o U� co (1) co co N CD N N .J J J 1 W W W W LL I 2 15; :2 2 W 0� M— F - E— �— 0- W W W W W W W W J J C/) CO 2 J J J � � W Z Z W ❑ ❑ z W W W ❑ ❑� E �-W W — 2 �- I--- F- W W �- W N N co co CO N N W . ❑ z ❑ ❑ z J ❑ ❑ ❑ Z Z = = j = _< Q _ _ _ § co CO Q co CO I U) U) W J .J O z O Z Z (� N Z Z Z Q (] Q (D LL �-- LL. LL -� ❑ LL LL LL � ..� V W W w o W W W o U) ry 0� m z W W 0� U) m CL CL (D M n (D < IL w CL C7 (D �-- O W CO z LL .< W J W 0 Q 3: W W W W ❑ W M CO p J ❑❑ D Q� U) > W M 2 J Q W W O❑ p z Of w z w w w =.. C0 z F o � U) �Z o 0 �< W �.. J � Z Q O CO� 5O O O CA.: ..a ❑ ❑ v3 ❑ C/) Z z z O U) U) CO O Q LL M J ❑ ""•) Z —' —� COCL V W Q W J -J < Q : !s z Q F-- < F W J J J J . . O m : Z .¢J = W U) = = F-- ❑ x Z)D ,r- coLL � Nr =r CO M w I LL LL . UM W . O qt d- qqt N d' N d' N " t N "T it .. < N N N N N N CN C11 I N N CN N O W (W) CO - J J U z U) IL W - — Q m (D 2 O O CD � (❑j U) U) C7 W p O zO F- z �- Z � Q Q z � ❑ ❑ =z W W z .j w = �Z � JQ U) Cn LLz W [— O OU) J W O= O LLU. ❑ D W= Z J z zW F— O. z CO z z 0-. - = 2 0 < ❑ (a CL CL < O ❑ -� SLL -Q 3:a. W❑ x X F-J o W O O,J O V ❑O w w CnL1 V 1 0� I V I C)a-CO I U) 4WO 4a W W M E 0 0 O WJ � � w � °�° ' W >- :) r Q r O (D LLI N z ❑ C)IF 0 N C37 00 w z U AOVA 0o a� =a W W W T �E CD� � � � Q �� z� p Q Q = = = �- F- _ �Q Q� CL z Z o O o �- �_ C� z oo = � � � ' N ° � o� • . � W m 2 ( cry W W 0.. J 00LL () C7 Q ❑ z z O ❑ 0 0 � �CL D m m Q s4 U n ;j 5 � ,= = a)� o En 'd r 4 = 0 a) V " CCU .z U 0 .D u � Ucfn � C14 H rn ." x (DW ❑ z _ � CL o C j... J J J z (D < .W . W W > W > W z J LL U) J J J a. p (� (� (D .O z z z LL p z z z w m m Q Q !•1.. LL LL V W J .J ° AWC ° ° Q ° o❑ W COI coJ C/) Q Q CL CL 0. n Woo I CL M mo W a. 0 Q� z W.j J Q o 0 �ooOo��❑�W�,��- �QWJJ p J .J .J J W W W ,J W W ❑ H ❑ J J z> j W d Q❑ o Q Q a❑ m U) � O z d W z z z z❑ "� �� p� �� w � Q ❑ w_ o�� . m w w w w W w a. w ❑ O O F-. F- z Q<< ❑❑ Z Z J 9 z z z Q❑ J aC Q � LL � LL w ❑❑ w W � .J Q � Q Q . ..... .� .-. — O O W w z�� ,ac?cDE-L(D oo zzz W O ❑ ❑ ❑ ❑ w F-- d F— Q �- O O p Z w . m m I m m I M i-I Q U) U) I ❑ u) •-' � N w w w w w w w w w w w w w w w w W w W w w CD m MM MMm MEn m m m 00 00 00 m m m m m m ��/t,3 1'22[[;��jt . E. ti�3/SrjiS J t jnn-l;Yth 3 �p Za '"Ml. . 31/(S �i :�%� p%l=fSY( x Y:� r r aly�ii� .<%✓s E?x43 S 0=�h.�L'1h yy��'. O. h✓[S11 /y's (,Ens. 4 z ✓,�d✓Z�3{<JT �1 ...tea O a) O O .G;.�pE�. .Yi O L. .SJ �,i .S.j /'�\ ah N zh 4Y�4f i L"" L. N L L. 4-0 Il'( l iY#t�� ?� ' i ; ' • _ � (D L. �hl <El"dY C _� -��( � �- I U} L _-,'I ��„ ,(G�,, 1. o L p U rrf '`'' c O U �, v; [ L :.-j _ o — w a) o ��,y �� ISs/t I-A,ys,�ev �, V V "<, �� `' a. ., � (L m v ..._ v' c 3�t3 t 1 L) M .0 O C -f, L zz, 3 O O //, � Ol U .O .-/ ✓ ✓f;/tlE3 "ill© : O ��I � fix? v'�4";' �r ++ CL m L Q. _0 .0 •� m /�i �/ -O r �� Qr E �L/ 00 M, ss �+ C CL {� C •� N {� O tli v E L "` Q _ N — r _ m � ._ � CO Q) f"111: L 0L. -- .O O a. 0 � _I W _ � C cCD .Y I .�.-. Cf 0 C 2 = N s S n - �� •o CD V y. �f '� /�}� V •- �' v� C •m w m�v - W� 11">(ty )✓ h,k 43 z� , ` .�-. �n V oW CD a� tiV a. p v a •� /�� /��J �' �v ✓;,f _: /C� \V -� „� o `n F-- as V p �.+ �, .,.., O ,�% \a/ �S11a3;�`llh✓sv1.a� �iY Rqh ri•� V c O .- •� o t7 I� C.1 a C7 — v O V :c (�} �— _� L. J va cn a} �— C �- C dry a r=, 4 �+ `� C� 0 "' C7 C i— m O }� U. L i p Q U� till 'ri t3 U r �! } C f� V _ C ',z( v ,, > (� X = O N = CD W m 0) .F I3D S) z z 'C N 'C ''� — O . L. . . = 3€ lss Etilh cif '� Cn �_ W. r � W ,,_„ z N ,,._ r Q Q O (U LL C �. (� w o f V tL z rn Cf/'�J y Y of ,3 ;vt�h ❑ 1./ Q. tr o v O c C C .- wcl)r=��==� U. ° o cD � o -a E �I ��t��,r l,3�€��sh, �.. -j n. I-- o z o — �, .- LL. ..�. - •0) j — CL V t LL -o o — [L L �. -� o r� u7 o c -, Do a) CO s� 1. _ c L _v W ❑ _ - i� L. .�, ,�n — — �n c� a� o �n '; vEI W n n C) � Z CL 0 -O 5 ❑ ❑ M N CL Q. O u v �+ C [ 5 ( in Z a m Q. ..� N N L �► I •o M 2 O , 2 2 W � ° S a. o u•' (� t U) •in D. .in w[/,</ 'b �Z3 YSYh I- 1 U) — o 0 m r• 0 m Q ��y/] N -4-' m a) ..�c /♦■ /� c c� m o 0 o '� °0 O L o y�17 sh'xti-' • L .� ,.".■�■ VI w I W fir! . y y�y f 1 W �"i • V •- •O V V V _ •� V/ LL ■.r�W� M � m c -o 1 0 Q. /� 0 Idt ;F�mF� O V O ca O '� a� .,.. V O O �. -� [� V 7+ Ai• O o L O v 'S O m r� L C7 I L O -�-� o — o o r L o o .�G 1 Q {1} L o _ 'd ,�� , V a. C7 u) V V I— Cn V w I— Z U •- u) ❑ 2 C a � O a � v) ❑ � �-- � Q W (O � w 0 a a ❑ ._ u) 00 �- ❑ � � I'lk �� s'y\\`~Yy ,pmg v T"' kitty fi< ye3�CD � ;sz;F� �y '- 3✓,' �. �! .�T�S:t[ai fix 11 SFF sEi>� �� y. 11.�T� j=` i "I a� h e 1 ✓ i%S/ V 'ltE ! _, a a%rh T' �) S y e I�I11 1 3> F}"' la+y / y 9 ✓S eLO / 1 `/ �% z �,_ 1, CU r. — U U C ,�>�� t�✓ z; /yl V '' / : t7] C ..w.. C ..."' ✓1Y 'l CD cm -u ✓ �'� � z>P 531. C �+_•Er- C U y5 �3jrCv L + O L v O W ' " 3� ' l I Imo'( �'cn 4••� '; {off L. /O� l /� CL ��//�a U) '/� ■ E�2r" O U C? ... O CD C U E ,„ s s Zi O C C " l'li }s �V ..... — O ++.. "� I. R' c c ° �- ci J c� v S Q C ,' ,,f srZ C — J N N L. O O O 11 CD a) 0Z3 ■ �i( ;'n 3 c) �} iyt 'tiiLi C Q� C C �"" (� Q� s.i le" ' C C W L 6 V U U U -a 0 � ' Z3 ' � a) k "'r('� t 3,[�3.#LY M o .fie -&&-'+' ////�� U) ``''''� m o = C __ d (� "w' Rf /'� O C (� O o C .ter c C o C 5 C _ �"► (n /��]J+ yy '� U 0 Ma . E xE n��n y _ N _ V/ "d -O C O _ O c _ _ _ — _ .0 rr. C C • �, c cv �s L w — O , ��(ti� }M t� {` n< O O V O n V o O V o v o 0 p w tit/ ti1i tit/ o },.. l 1 U. .i.-• v ..Lr � �J i � U N V N O U O = ..O SZ .S� LL. !.L V V p 0 lmly� H W I— W . L F-- ' O t0!? ." C ti3 GL � LP ,��U�� t � � N N N Q. N C C) O � O. 0) O N E � -E � V _U .v O M 2 s — CL (n 0 cn � � o a) � Q. � p� r,5 W m W L o' o .,., M o w cv L c7 o ,_ � C� C o o co a o �- o v V � ❑ V V �- V C7 h••�' DC to V Q to -- V= n, I— Q V U) W a. F- w LL c w w 0 C% a. V _ iz � W co m z 0 M m ❑ U) w !-• ❑� LL Ma ��,3 '11'111�'511r 5 ✓ } i 1Q'�''iSSSJ/1 _ O �� IY �� .' N N O U -C a7 �[ y� //�� C 1�■,r 3 F iaf L Q C� {Q C O 0 L �Q -iJ t , a,� o �� C (� V o L a� �/ v ri tiL. =`to '1 T` :'n 0 -O in N :}r '�' L. �F- m cu C , .-. L N MO - .S� o ' C C 4tFt�'F`J\f: o cll N o :�:' U) CD c N V? L gl�,�z> N .a? roe ./a�?� v �_ � �. -o � cOj �_ _� o � -' = C � u� ° 'L = o i r;{, s' /j�� a) L., ^ 111 m 4-0 N 1 � V � L. M • � O �, O- }, Y � o � Uj L E Xv� N iZ {li U U• Q— � ��' 4= 't3 O C ' F O a) C Q N I N N � s s; ;, XO U U? U? ... O N 0� (� (!) O} 0 -O C7 C O = 0 N h,, O O N L Q .. r- O C. O W ccl� 5yi�343f}�R jy`',I. s}I � t O (1i V/ W U VI �V - U YJ L. O A1. W 2 O `�'�/ � /� YL \\i /A i / L �4 ' L T! ti % V N 1w� �U +i—� {U •ten. � O O 'ti "� �..i -F� •� E �•` C1J T� �/ �i L (� nyyt 3t �; L. lo 0 m .cf a r. Q. -a -1� {f} /}Q�. _� L � � � � co � . - � /� � /'i t L ��-tt rn U �j /�y� ,�' •] '� ((� L O N CJ 0 \�.,/ Q sz U U} 11I /v'ESG'X,"' 5' /� }",.yl \V O O �V •"•"' -Mi L A. , -ice (n c •Y U 0 L c V L �r� " v 4'k 'jf�w,t4111;11s, '1-1 - � - 1 m (� (� Q.. jC 0 o .� .,-r o 4-j c.� , �.- L1. L 0 it () _ O ■ ■■� , £ ° L L. O U. o v' .,� c ❑. N •� .� c�. o :;� C C o 0 o o n a- v � U) r : , t ;r�3=, ssT C O O -� Cn RS C .-. § — Q O .�-' Q 0 a. _ NNIq� O • _ t 0 � _ C — •r 1..—.. cn N 1.� C 0) U F 5i 'Li �JS tl� i'£. 1.O Q.CL \j L +" • V �— C`/�l � � O '�'' �rWWW C •— 'yv(S Sy n�t� K bh .. _l_ O =_) �j �/ -a � -/ O S.•C 1 L �y J L,�.11• a) � /� � C � VI � � U � � � � p O � M 'cn O Q 10 ..... � O .,C L L. o o �J ttS o cn o N ctx o L 1 c % EF�'W © 2 .�.� c Q. •.ter N � f/s/(fli; ■ L•. /�1 V J O "' N ■s>t V •— VN Q co U -O v /•�' Y� 60 ° O V 2 ca Q� : -0 C CI_ C '� ' X a ". RS U_ U_ '� ✓✓F J, i t•� N � o O O� ar c C cn . .}y �'] a- • C cn �, {�_/J� � (n O L. v tp O O � •" y j3 �' III /ii {/� a O O .��•..{ O O O- O Q. V `x' r \ L m O Uy �l [yiaCCC O L. � O � O _ cn [�y� CL O O L. % =t t f a L. ,.yam ■ ■ /• O � _ •N .� � '� cU � >C (� N = }3 ✓' O i _X. (U N C m O O — m� � � IMM-'//`>=h O C� Ql O O Fr O O ,�/` '/ .,.., C{".l OO/�� O L V //�• N •� C s..-C1 (a L 4-- c V .� Q. cA L N -+��-{y' 4, C ill .� o N �n y3jh,3 di.ij>. .I_, •..�. ,� (�..■�■ Y/ O .�" CIDMI !I • O V / ■■ll//.�....��II■■ T [/.�] O - 1-� r�1y' FY \V rI/w, Y/ ■/�� . V -=Ol T =} g c en •� -�' .� iij •N N a) -+-� U `-' O O = o -o o ea cv w... 5O ,.ii OCL O ///��jL] Q O - O O �.� .. ,' l ,g§;"= o -1-j O �_ •- o v 0 o 0 v �- L- C a� v U •- U C � _ a. C -0 aD C I.W p! a) 7 r.I O t�] s s 0 L" O �.l 4� C7 o �.� l T c :a - L q� �s cu 2 sz �- O - O m � L o f a4s/ , ' r,�F3� �H-• C N O �' -F-+ _N O - .0 [i� Ol .0 iLS O Q} .- .� U �OJ [i3 --� u3 Q} . 0 {ii C U [['j �.. C `� C O N C _ N O O .._. '''' Z7 Cv q� {ll 'i� _ •O `' O cn {ll _... N O O Z3 Y I G tS r �� } i/i "1�. L. _ _ V/ Z3 T �' . L._ L .C' .� O ,Fw �, '' i`, > - {Cf N . m u) .. O V \ V ' 0 .1� •� c. -' c c N c N� d d' (ll �., -O± Q? �: U O V 0 L. c CL �'r , b .O c� O U} L �+ rn ( /}� N • — C O Ci3 o cn ..., D ( L U , r- - x C iZ L. si \ r tk4� �,.� Y/ �JJ O N Iwj }�\ LJJ h i.i. (�� L( �r� V 7 t \ V _ rn VI L. � _ L. f\RY SfJt l`t. fil 7l L. © a) O , C •1+�+� a) yz °Sr Zhfr3 s. „�' ,', ,,y > , VJ ,, C �.% •M -" c� C o Q. O Q. o• o O v W C L �r /1K Ca o v "O •o 0. C o 0- m as ._ 0 0 o MO tts o •O •-� •= L • C -c Q. Q} a) ja 0. �,{t #, z , cU m N .+ .1� {� O L U O �...r O �.. O U .i.., c O O.- L O L O .,... T3 o 0 -p O O c Q3 cA U E � O co � O O C U ' � 2 �+-+ V (� C ..� C ..-, E , - E ` .; -j U) f1 () Q V ❑. Q. '� L (ll L �+ ''-' N N O E� m O E O a? N L •-» "O •- s,' ct3 cn (D L ,_. O s, O Q . _ s_ s, C v (2 • --. a� �.. O m m {� C LL •- to >, as C Q. L. N Rf O} Q CIS L L. v. O O u) - 1 m O cn O O y3 fl- o o O O Q" a� Q. ._ �V1 o N O rn �n rs 'c cu .-- L (U au cn o o s ` ,,Y o '�� {� Q U L -� �- 5 ._ � .:.. O O C � �' O -a N " = O - C U a► (ll o a, .� .+ a� -� , L 1 L 1 C C a3 0 c� ca a� > M as > O m c� O} c o .� v c� ci {� o L 0 'S c o — L O — o c s--. •- �. cn v ca o cn ca o L Ca O' ai o o ca -C cn C C ._ C 'cu C v O o c a c� a) .c c :N � 0 m v cn o a. o [L L �•.. cn cu s� G] ca � O O v O i� w = G. w u,. _ a. o a. o-. LL o y-. O .�} ro = s� w ._ cac w o -c O > O 11.�z 3i M+ .v L. r . ❑. ./yrz E j - 3, v s` u'i{I> [✓S' A V r" r,: ggi f L. •- ' i4 Yjr }r U:, �� f r .. L/ I'lliYyY j ij� �,, 4 / x i T EtyS1EZz W(}�W..\f AY t?I�a ^ii ;�>� y D[z l LN\ 5' 11�11161F "1l j 11 � • -. �;l� �> � 3 1��<YJ tY� Yf {�, I .•..� l "c 7 _. �.:yi YA3pg d3f %y s G " f� C ,FI css - J tYJ��f� lj� Y"i54 �54 5�: O d{i/ FJ -->=S itl `tr. . m LI.— a x�a vv. _ Y d�f i� Y f (D 7C) Ma •(J WO ,/.��1 1�.,/_�, M_ ]/.��/_�� ,/ 1yy' �/.�{/�� M_ M_ ,�..]/_�1 ,�..,/_�•�1 M_ 1/..1/_�, 1�.1/�, �...�/�] ,/..1�/�1 M� /�� CO� _✓*`��y31'3/�, 11 im ,f w 1 <<yS �, 1.� Y/ O OL. �V W a) W (L W ( W W W W 1/ a) (D Y/ a) (1 •� ��f�S t - ��nn !� V/ Cl)V! �\ tiV Cl)Y/��/ �/� V�J( VJ VJ ��/ry./� �/� VJ '^ �.►J Cl)4J N N N Y� VmJ ,^ V�!( ,n YJ N�[ N�.�( n+ W L r� YJ /� tiV /�; 4V \V'+ tiV tiV lL \MV \1J \mi :L \V tiV \L tiU \V :U ili tiU /�.,��✓�{ F uIn3 mii mV ,lj ji�' �''' t n£^"� v� - F3 xFtI Lb ` co F Iiti;`t tlhn: L w av si �� © ❑ N U m '� r {%) zMt� riI>t,✓ C L O C (ZS L s_ (U L Ul L C� — L -0 "O f, ,/� c o C L o VI ,� C CL O) o 4-- L © 3 cu `m Q. F,z N '�• Z3 �- 4� L Q O _ �+-- C7 ' L Qa �- C L. O C N — m CM C O .E., .�� , L. m O C 0 C r t r-. o cli O " O ,, O 1 ;'�' L. C m c m O O o C N �'�r ( /Piy - 9 t .= C r +� o L Q. O L C m (ll V O O '•1—"l � _ p� qa RS S`kYYi?, z o �Y � W ca a Q, Q Y.r. i O W 'sue.. T o T O „� cl�C_ L L (ll L. C Ui C� 4= _ 3g" s '`„ .�" �+ w U} o ([� -O iQ c •++• O C N N 0 .J {n LL C a? �• L f f'� m •+ �' /�. ' i, V l L 5 5 . �}�+� • .+ ' ❑ �'� `� '� v �iJ CD _ ' I+ _ /� MLJ YJ /�' �W •_ /�, 3..g '11 ✓J°9 € rY by c �.., I.1--� • L. V / (D L n� W r , " - 1 V [____ l - A) •1•u �"' � • i.i p C '�-� L C: C ^ LL C �^ c :sfy=s.s31){-. 11"," , (n Q. I Q. W • Q- W 0 C (iS s.. W 0 _ ��Q1J M ❑. ,� �� iii �'•� m i.,� m� _ L O •U llk�3h r sa'; O Q. �' (ll I • i O (Jj Q j O �..r U O O E� U� .;.+ (� a..r . V ♦ \..J U O -;--� ..... ca c*70 c� L. © 'L , Q. cN . U 'I �Q z ,'( yrt m L Q. Q 2 — O O O 0 C �� C , ' L. L Q O CL •C [Y] '''' o '= "O ❑- CYS (� �, O •� N (f} •— �-' () C ' - �- C • C \ n,' O .0 O a} = .O' C N � 0.. O C U U .0 O L O Ll- i� L. - "i3 O -O Ri N N N ,`l , I; — v a� C o o v o Q _ +- —_ — a) L •-�z (f_ ca . C r� C 0 "1"•� D O ` (U' . 1+r Co -..� 'L7 O C v C RS �1' O O iII O �1� O hYh / N m�2 � =N = . . U ❑� �V .� _ LL U) a Q U) w^ LL !L CL _�11 .ram (n _y7• L1. [L� J t].. O �- w CO ❑ w V/ C!) ❑ VJ CO ❑ _., ..� ,15hi�$ fy}s�"'y�taSµ - g'j� 3tjti. - �` �` ` �--- N Ce) Q CDLO CD 1� 00 0 0 V N M d' Ui? (D I� 00 O� O r N N . zy 3S_ Ci r �- • r •r••• r r.. ,�. - r r r N N N N >, z r.. O_ Q V W V a 0 w Lli CD z D m 2 I-- �- ❑ 3:zO < W ❑o�- VC� Lr) Q❑°O.© uWQO w z❑W(O <O 3: 2UzW W LL F-W2O (1) (D U) J z C) F— z❑�z OJJW cnMzW W O� LL ❑ ❑ 00U)O CL>LL� >.0OW 2w0.F. U)Q�U)o C/)=zF-.o �-- C:)W z I-- H- U LCi F—LO ==O.1;j ��F- F-co m 9 a1 W V z W Z O V W U) z -v t� cn .0? � . (n >' � ca �, a c g .n o n _o 0 o AL cco(a00 MO a• I -O " a- ca a) '� a) CN 0. N CU J Q.a) N O 'C LT•-0 Q O•Fu U•C 0 N V M � Ua F— �c �: co l w �w esW T-)_ Z3� wr)� �� I CO W 1-- O z W M J W Z W (D W 03 2 D z W W U) O,s �. h,. 1KK x s "Z'Ili Oi WA'k'fnuSlP/>•�pv><Y:0.`}1$ Y3 C" C" ws • d i0 W J H o� � V LLJ V C_7 z CL LLJ LO O 00 Tr H Q r 06 r N r A C Q U) F- W f- z 0 U w w U) J W W J O C[ N W N ❑ N �o (D w lrmm Z LY Q co E W� zQ CV) � CO ❑ � oo � _J Mzz W CD 00 U Z M w� O .O H `n W z ° 3: N 00 00 a r - LO LO `-j O iU CO CO (n O cu O O N Cl) CV N W cu E O O "M LJ N �CO Q o❑ N �c G 0 11 N O LL W (/) I LU U LV i z CL J cn d ,r- O o 9 z w 0 J W Z W .J D co J 0 N w N D CO (DN w 0 It- Qrn E w ! z Q 0 L C ui C W00 wD 1�00 azz 0)oo F- z J Q r�-- L .0 w QN 'r� Z u� CO J U aw 00 OD U) a r Ln L 0 Co to Qc) (J) co cv o 0 Nf!) NN 2 w w F— N d7 00 cn cF) Q 0� 0❑ N � w II Z d W Y w m D z U O CL LO C] 00 r LL. O LL w D C2 00 rn r T- 00 r- 0 z 2 w C� z 0 J D m N w z CL O z a J m Q 0 0.. Q a� 0 w U F- z F- z O U w (D Z N CL W W J z Q J cm cm CV C" 7 51 Do N a. J W W J z o w 0 O w z w _J m "�1 O < N CL' W N N W O r Qa) E W� zQ �Z) �00 Cl) " WCDz w d�o0 Z �"'." Q � Lo .0 way W�j MO '- a z 00 ., Ln Ln --�--� O (0(0 (f) O v o O N u) clq N W ar E 0 a 0 w J N M00 Q OU) d- z N 0 CL U) 0 F-- �� w� I z g W Y } (l m 2 z mml CL O M 00 r W Q 0 D U) L r-e H C� z 0 D m 5 V- O C� O N F- z z 0 00 d Q Q; We 0 U U U) z w I— z O U w U) z (D z ��w ry J >LIJ m ; Z W T w r J w w z n� w CL O .j w z w 0 z J m Eel 0 r CV M CY) n 00.0 N (N Z< W Ci � w 0 U' . � z z N Z J _0 way, �o-z 5 a M O a "ran' �J ! Q U 21 (0) w J -v U O vi Imm 0 O E- Z) CO r W d Q � E Z < Z 0 LLJ P-�-00 E 0) 00 ()Q DLO ,0 W c'7 0 'a �� OD00 r iE Lo LO :7 0 M 0 (l) 00 CV U) CRl CV tmm� V� M LOucfl 4" 2 W 1' ., • 6-1L C L O 00 m lu r 7 � W Do � a r CD � T" Q � C) N {V U ) W W W3 �e v ) iQ— I - . / Z Z >- >- m In F_ 1- � o ry w >- 9 U W W m ❑ W fr. CL 0.. J U LL O (D (D Q o z O ❑ _n O ry CL U) Z) � 0... (2 00 I Q M r q1t r LO r + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + f + + + + + + ♦ + + + + + + + + + + -- ---+ + + + + + + + + + + d*— + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + ♦ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +7 + + + + + + + + + + + ♦ + + + + + + ++++ +♦+++ + + ++++++++++♦++ ++++++++++♦+++ +++♦+++ ++++++++++++++ + + + + + + + + + + + + + + + + + ++++ +++++++++++++ + + +++++++++++++ ++++++++++++ +++++++++++++ + + + + + + + + + +++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++++++++ + + + + + ++++++++ + + + ++++++++♦++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++++++♦+++ + + + + + + + + + + + + + + + + + + + + + + +++++++++++++++ + + + + + + + + +++++++ ++++++++ + + +♦++++++++++++++ +♦++ +++++++ + + + ++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++♦+ + + + + + + + + + + ++++++++++ + + + ++++++ + ♦ ++++++++++ + + ++++♦++++ + + + ++++++++++++++++ + + + + + + + + + + ♦ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + + + + + +++++++++++++ + + + ♦+ + + + + + + + + + + + + + + + + + + ++++++++ + + ++++++♦+++++ ♦++♦♦++ +++♦+++♦+++++ + ++++++++ +++++++++++++++ + + + + + + +++++++++ + + + ++ + + + + + + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + ♦+♦ + + + + + ++++ + + + + + + + + + + + + + + ++ + + + + ++++++++++++ + + + + + + + + + + + + + + + ++++++++++++ +++++♦++++++ + + ++++++++++++++++++++++++++++ ++ + + + + + + + + + ++++ + + + + + + + + + + + + + + + + +++♦++ + + + + + + + + + ++++t + + + + + + + + + + + + + + + + + + + + + + + + + +++++++ + + + ++ + + + + + + + + + + + + + + + + + + + + + + +++++++++++++++++ +++♦+♦ ++++++ + ++++♦ +++++♦ + + + + +++++++++ + + ♦+♦+++++++ +♦+++ + + + + + ++ + + + + + + + ++++++++++++♦++ ++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++♦++++++ +++++++++++ + + + + + + + + + + +++++ + + + + + + ++++++++♦++ + + + + + + + + + + + + + + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + + + + + + f+ + + + + + + + + + + + + + + + + + + ++++ + + ++++ + + ++++ ++♦+ ++ + ++++++ +++++ ++ +++++♦+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++++++ + + + + +++++++♦+ + + + +++++++++++++++++♦++♦+++ + + + + ++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ++ + + +♦ ++ ++ + + + + + + + + ++++ + + + + + +++ ++++ +++++++++++++++++++++ + +++++♦+++++++++++++++++++++ +++++++++++++♦ ++++♦♦+++++++++♦ +++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + ++ ++ ++ ++ + + ++++ + ++++++++++++++++ ++++++ +++++++ +++ +++++ + + + +++++++++++ ♦+++++ ++++++++ ++ + + + + + + + + + + + + c�-o + + + + + + + + + q-o -�+ + + + + + + + + + + c�-o + .. + + + + + + + + . . +,/ coo + + + a +F++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++ + + + + + + + + + + + + + + + + + + + e+ + + + + + + + +++++++ ++++ ++ ++ + + + + + + + + + + + + + + :-t ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +\++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +.+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .t� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +1. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I. + + + + + + + + + + + + + + + + + + + + + + + + + + + lop + + + + + + + + + + + + + + + + + + + + + + + + + < ) + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + mm () - + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + ♦ + + + + + + + + + + + + + + + + + + ♦ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ♦ ♦ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f-- .- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Tj + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + f + + IF 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + } + +IF q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ♦ + -� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I. -}- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ♦ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ♦ + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ♦ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + z + + + + + + + + + + + + + + + + + + + + + + + + + + + + LL + + + + + + + + + + + O + + 1++ + + f f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O + + + + + + + + + + + + + + + + + + .b + + + + + + + + + + + + + + + + CL + + + + + + + + + + + + + + + � + + + + + + + + + + + I— + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + If- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0,. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +.+ + + + + + + + + + +.+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + C7 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + z F- + + + + + + + + + + + Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +LL + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O � + + + + + + + + + + + + + + + + + + + + +.+ + + + + + + + + + + + + + + + + + + + + O z + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '' + + + ❑ a- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1••� � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Z � 0Y + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � W LU W 0 Z + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �. ❑ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ( 0* 0 O �- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q + + + + + + + + + + W W � w Z O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + J �- � O U + + + + + + + + + + + + + + + + + + + + + + + + + + + p + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Z O (.) + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LL + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O� O Q w LL + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ,,,. � Z O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + m < _ CL � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LJL + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +0 r M + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O rL CL CL Cl. CL + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0L + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Qm + + + + + + + + + + + + + + + + + + + + + + + + I. + + + + + + + + + + + + �'U'Ml'SZ�S �ti IDS •.. / . 1 d: + + F +. s Y P z i F J r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + :. + + + + '� + + + + + + + + + + + + '� + + + + r, , g 9 � ir. } �t�Fdl1�i + ++++ t ' 3Y r, x . li �y > 11 ll�< . + + + + ♦ + + + + + + + + + + + + + + + + + + + + + + + + + + + + YiTrvf i A,.g4�a � � � j'a i�°�T p, E,, ^, + '� '�' , : + + ♦ + + + + + + + + + + + + + + f + + + + + + + + + + + + + + ��a" + + + + + + + + + + + + + + + + + + + + + + + k'' y 3 } } + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + } .. ..I y 3: ;�. > + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 41�. + + + + + + + + + + + + + + + + + + + + + + + + + ♦ + + + + + + + + + + + ♦ + + + + + I + won wo T mm ow ow 2 Q 2 Z O J CL 2i �-- 2 O CL = ti CL CL Q U U U CD 2 _l �v.j Q,_u W (/) W 0 > Z z oQ°° >- (D Q Q =Z❑() ❑ W � 0_ Q0O0. (D CL LL < 0_ LL (9 �: 0 z 0WWI- w Q p m LL LL z W J �mf1 Z DOS Iwz > FL o°Wo Z o .J 11 CV am M f n M V Z U. O O W Qm O J W Z W Z m N CIO �)"It lim 0 � ) a a I a O\�j\ SHORING PER STRUCTURAL a -CONCRETE a a° a a ° � \� �N WALL PER�� a FOUNDATION WALL FOUN12" a a � �� RCHIDTECTOURAL /STRUCTURAL �/�\�/ ° 4 PER ARCHITECTURAL / a 4 a a a i a STRUCTURAL � � ^ OMIT WATERSTOP WHERE �' `�\ � /\'� a stud I CMENGi \` i / �VAPOR BARRIER TIES INTO a a CONTINUOUS DRAIN MAT �� BENTONITE �% a °a %��%�� %�\%��%�\\/�\% SLAB COLD JOINT; PROVIDE j\�j �\\a � � � ° WATERPROOFING STRAZZARA WATERSTOP AT COLD JOINT BENTONITE WATERPROOFING \�/�\� � SYSTEM Q ARCHITECTURE a 4 � WHERE NO VAPOR BARRIER �/�� SYSTEM /�/ PLANNING UNDERSLAB �\�� j��' UNDERSLAB VAPOR BARRIER OCCURS a �I j �� / a - a TYPICAL BENTONITE CONSULTING VAPOR BARRIER ��a a ELEVATOR /�(WHERE OCCURS) �/�\ \�/\ Lip C° � ° WATERPROOFING (WHERE OCCURS) /\� PIT � a UNDER SLAB VAPOR /�/ �/�� CONTINUOUS WATERSTOP AS REQUIRED BARRIER (WHERE OCCURS) Z O �� /�% � SYSTEM LAP 2001 WESTERN AVE SUITE 200 BY MANUFACTURER AT COLD JOINTS � ��/ ��\�� o Seattle, WA USA 98101 MANUFACTURER'S j�\�� a � a j��' CONCRETE SLAB ON GRADE � ° � �� MANUFACTURER'S ��\�� a RECOMMENDED �/� a � \ ELEVATOR PIT PER ARCHITECTURAL / PER ARCHITECTURAL / /� � RECOMMENDED DOUBLE SIDED '�\� a ° 206 587 3797 tel DOUBLE SIDED �\a � �\�� STRUCTURAL STRUCTURAL a ° /��j VAPOR BARRIER TAPE �\�� DRAIN MAT 206 587 0588 VAPOR BARRIER ��\i a �\� ��\ �/ � \� SINGLE LAYER OF BENTONITE � � �' a � TAPE �� a Q a �/ � WATERPROOFING � ��/\� SEAL DRAIN PIPE WITH �/�\/ N SHORING a a www.studioms.com ja a � a I a j/ i BENTONITE MASTIC �\�� a STRUCTURAL CONTINUOUS WATERSTOP AS a a �� \�/\! REQUIRED BY MANUFACTURER AT j a ��% % DRAIN MAT CONNECTED TO \�/\\� a PROVIDE CONTINUOUS COLD JOINTS � ��WATERSTOP AS a � �� / o a o �� ' / BELOW -GRADE PERIMETER �� a REQUIRED BY MANUFACTURER'S BENTONITE a o a Q j�\/ DRAINAGE SYSTEM j � j a � MANUFACTURER AT ALL MASTIC a �° �° � � o '�, �/�\' ��/�% a LIFTS IN SHOTCRETE /z SEAL DRAIN PIPE WITH \��\� � AND COLD JOINTS; �� MINIMUM 3" COVERAGE BENTONITE MASTIC / a i CONNECT DRAIN � a ° a / \ CONTINUOUS WATERSTOP AS BELOW -GRADE WATERPROOFING SYSTEM - �� TWO LAYERS OF BENTONITE MAT DISCHARGE � ° � � � �� REQUIRED BY MANUFACTURER � j\�� WATERPROOFING PIPE TO SCALE: 3" =1'-0" a a � a a a a � AT COLD JOINTS BACKFILLED ASSEMBLY > BELOW -GRADE a a a /�� SLAB ON GRADE PER PERIMETER / \ x � FOUNDATION PER STRUCTURAL; � �/x��\��ARCHITECTURAL /STRUCTURAL;DRAINAGE � y �y �/ �/ �/ �/ �/ �/ �/ �/ �� /\j REFER TO STRUCTURAL FOR CONCRETE FOUNDATION .\�/,\�/.\�/,\��/.\� REFER TO STRUCTURAL FOR SLAB / / / / / / / / / � � / � � SYSTEM PER \�\�\N\\,�\�\ FOOTING /FOUNDATION WALL / a � � � � � � � � � � a WALL PER ARCHITECTURAL FOUNDATION WALL DESIGN AND CIVIL / \�\��\��\/�\��\��\��\��\��\/ SLAB DESIGN AND >� a G � /STRUCTURAL CONFIGURATION CONFIGURATION BENTONITE �� ELEVATOR PIT WATERPROOFING (MECHANICAL PITS SIMILAR) /'(� FOUNDATION FOOTING - BLINDSIDE ASSEMBLY a WATERPROOFING SYSTEM u _ � n V rr _ i u 5 �o �coi�� SCALE: 1 1/2 - 1 -0 SCALE: 1 1/2 - 1-0 `� F a SINGLE PIPE PENETRATION MANUFACTURER'S TAPE APPLIED TO VAPOR � I a = TYPICAL BENTONITE �' � a° a as a BARRIER AND AROUND PENETRATION �4 � Lt� WATERPROOFING SYSTEM LAP a Q �� CONCRETE SLAB PER a 12 ARCHITECTURAL / MANUFACTURER'S VAPOR Oa C a p, ° o ° STRUCTURAL BARRIER TAPE PERIMETER � �< Goodman Real Estate —� —, AROUND PENETRATION %�� x�� VAPOR BARRIER �Qa� C ° DRAIN MAT TITLE �/' X/ 7ILI UNDERSLAB �\a j��/ UNDERSLAB VAPOR RETARDER a � � o a BACKFILL PER CIVIL / VAPOR RETARDER ��\�� a a -ELEVATOR a I Q a a '�a° STRUCTURAL � 99 PIT CONTINUOUS WATERSTOP AT ALL — — —� -�� —•• a � — — — — — — �a PROVIDE CONTINUOUS COLD JOINTS � L�J�-U� � � U� U—'------------ �MANUFACTURER'S j�\� a � �i��ju��_�a a/\O�DaOa�aODQOaOaWATERSTOPAS REQUIRED (%U (/� O oO O DO D DO oO BY MANUFACTURER AT ALL RECOMMENDED �/�� a \ �� ELEVATOR PIT PER ARCHITECTURAL / ��a��a� �� Oa� Lx, Da a a Oa Oa Oa Oa Oa OQ a a LIFTS, IN AND COLD JOINTS 23400 HWY 99 DOUBLE SIDED �\�� a a �\�� STRUCTURAL �� ao��o��o�Do��o��0��o1�Do )� n� a a EDMONDS, WA, 98026 VAPOR RETARDER ��\� a �\� TAPE � SINGLE LAYER OF BENTONITE �4 �4 ° a j\�ji a a� a %\�\/ WATERPROOFING ° STAMP � � CONTINUOUS WATERSTOP AT ALL MANUFACTURER'S MASTIC APPLIED GROUPED PIPE PENETRATIONS BELOW -GRADE WATERPROOFING SYSTEM - 2 ease REGISTERED COLD JOINTS AROUND GROUPED PENETRATIONS BACKFILLED ASSEMBLY SCALE: 3"=1'-0" ARCHITECT CONCRETE SLAB PER MANUFACTURER'S BENTONITE MANUFACTURER'S VAPOR ARCHITECTURAL / � \ a � JOHN BRAD MIN GUE MASTIC BARRIER TAPE PERIMETER STRUCTURAL STATE OF WASHINGTON � AROUND PENETRATION MANUFACTURER'S /Z VAPOR BARRIER VAPOR BARRIER SEAM TAPE a �� a \�j a 4 a `� a � < CONCRETE SLAB ON GRADE KEY PLAN TWO LAYERS OF BENTONITE �' a LAP VAPOR PER ARCHITECTURAL / j\\� WATERPROOFING a a ° a s a a BARRIER STRUCTURAL < MINIMUM 6 X�/ OR PER ��/��/��/��x��/��x�� x��/�� U� � OD �� U� � � MANUFACTURER UNDERSLAB VAPOR BARRIER aa � as �aa�aa�aa�aa a a a a REFERENCE ARCHITECTURAL SECTION 3 /A405 ELEVATOR PIT WATERPROOFING (MECHANICAL PITS SIMILAR) PENETRATION AT VAPOR BARRIER c SCALE: 1 1/2" =1'-0" 9 SCALE: 1 1/2" = 1'-0" V a s 6 a a a a Q � V V�d J aadJ aod�J aa�J �� DO a�aa aa aa aa aQ� as COMPACTED BASE PER CONCRETE FOUNDATION WALL CONCRETE FOUNDATION WALL STRUCTURAL /CIVIL a PER ARCH /STRUCTURAL ° �a 4 PER ARCHITECTURAL / PROJECT NUMBER a BENTONITE FIELD SHEET a STRUCTURAL 18305 a ° BENTONITE SHEET COLLAR BENTONITE FIELD SHEET I'llVAPOR BARRIER AT FOUNDATION SLAB a a s a 3 ISSUED FOR: DATE: BENTONITE MASTIC RING BENTONITE SHEET COLLAR SCALE: 3" = 1'-0" a - F7�� WATERSTOP o0 � C° BENTONITE MASTIC RING BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02A7.19 a ° NOTE: PIPE SLEEVE FILLED WITH OCCURS AT ALL HORIZONTAL &VERTICAL D.O.T. NON -SHRINK GROUT WATERSTOP ABOVE &BELOW GRADE JOINTS. DRAIN MAT BENTONITE WATERPROOFING SYSTEM PIPE PENETRATION PIPE PENETRATION PROVIDE CONTINUOUS SEAL ° ° a AROUND PIPE PENETRATION BENTONITE MASTIC CANT � APPROVAL BY: BENTONITE MASTIC CANT � a � a a a a FILL VOID a a DRawry BY: aL, IC, a,z a < a a a CHECKED BY: AL a a� DRAIN MAT ° DRAIN MAT Q a ? a a s` � °a SHEET CONTENTS SHORING PER STRUCTURAL ° SHORING PER STRUCTURAL ° � a as BELOW -GRADE CONTINUOUS WATERSTOP ES 018TERPROOFING - FOUNDATION WALL AS REQUIRED BY IN PLAN (SLAB ON MANUFACTURER AT ALL NOV 19 2019 GRADE SIMILAR) COLD JOINTS sup � M SHEET NUMBER COLD JOINT 11 FOUNDATION WALL PENETRATION WITH SLEEVE FOUNDATION WALL PENETRATION (WITHOUT SLEEVE) WATERSTOP AT COLD JOINT -PLAN SECTION SCALE: 1 1!2" = 1'-0" 10 SCALE: 1 1/2" =1'-0" 7 �� _ �_ �� (SLAB ON GRADE, SIMILAR) SCALE: 3 - 1 0 COORDINATE SILL PAN BACK DAM HEIGHT WITH DOOR THRESHOLD CONTINUOUS SEALANT BETWEEN THRESHOLD AND SILL PAN BACK DAM DOOR FRAME AS SCHEDULED PER a ARCHITECTURAL a INTERMITTENT SHIM 1 BLOCKING AS REQUIRED DOOR THRESHOLD AS SCHEDULED PER ARCHITECTURAL a SEALANT JOINT AND COMPRESSIBLE JOINT FILLER SIDEWALK PER ARCHITECTURAL / STRUCTURAL 26 GA STAINLESS STEEL SILL PAN WITH HEMMED EDGE, BACK DAM AND END DAMS; FULLY WELDED; FULLY EMBED IN SEALANT OVER ROUGH OPENING BELOW -GRADE SELF -ADHERED FLASHING CONTINUOUS WATERSTOP AT COLD JOINTS DRAIN MAT TERMINATION BAR AND TOOLED SEALANT PER MANUFACTURER BELOW -GRADE WATERPROOFING SYSTEM BELOW -GRADE TRANSITION AT DOOR THRESHOLD SCALE: N.T.S. 6 COORDINATE SILL PAN BACK DAM HEIGHT WITH DOOR THRESHOLD AND SEALANT INSTALLATION SEALANT JOINT AND BACKER ROD STOREFRONT FRAME AS SCHEDULED PER ARCHITECTURAL INTERMITTENT SHIM / BLOCKING AS REQUIRED IX 77 SEALANT JOINT AND BACKER ROD SEALANT JOINT AND —••—••—••—••—••—••- COMPRESSIBLE JOINT FILLER I SIDEWALK PER ARCHITECTURAL / STRUCTURAL 0 Al a a a a a d a a a a a� a METAL SILL PAN WITH HEMMED EDGE, BACK DAM AND END DAMS; FULLY EMBED IN SEALANT OVER ROUGH OPENING BELOW -GRADE SELF -ADHERED r FLASHING CONTINUOUS WATERSTOP AT COLD JOINTS DRAIN MAT TERMINATION BAR AND TOOLED SEALANT PER MANUFACTURER BELOW -GRADE WATERPROOFING SYSTEM < >< BELOW --GRADE TRANSITION AT STOREFRONT WINDOW SILL SCALE: N.T.S. 7 10'-0" OR AS INDICATED ON PLANS PROVIDE MINIMUM 318" x 3/8" SAWCUT IN CONCRETE FOR HORIZONTAL TRANSITION OF TRAFFIC COATING CONCRETE SLAB PER STRUCTURAL VEHICULAR TRAFFIC COATING SYSTEM a a CONCRETE SLAB PER STRUCTURAL I a a ( SEALANT JOINT AND COMPRESSIBLI a a JOINT FILLER � � a Q a (a PROVIDE MANUFACTURER'S REINFORCED DETAIL COAT AT a a � CORNER TRANSITION x\\ 26 GA STAINLESS STEEL SLAB EDGE \\� FLASHING WITH HEMMED EDGE a TERMINATION BAR AND TOOLED Q a a � � ��j SEALANT PER MANUFACTURER WATERSTOP a a a �� , BELOW -GRADE WATERPROOFING jj �\ j�\/ SYSTEM Q ° r�� DRAIN MAT a a a BELOW -GRADE TERMINATION AT GARAGE ENTRANCE J SCALE: 3" _ 'I'-0" 0 co SELF ADHERED FLASHING LAPPED OVER METAL BASE FLASHING CLADDING PER ARCHITECTURAL jI I WEATHER RESISTIVE BARRIER I� � 24 GA GALVANIZED SHEET METAL a � IIU WALL BASE FLASHING WITH � a a HEMMED EDGE a � � WATER REPELLANT /ANTI -GRAFFITI � REPELLANT TERMINATION BAR AND TOOLED a a � SEALANT PER MANUFACTURER a � � GRADE SLOPED AWAY FROM BUILDING IX PER ARCHITECTURAL � ��/�X FASTENER PER BELOW -GRADE � a Ua MANUFACTURER a a j\�/\\�\� DRAIN MAT a ° a a BELOW -GRADE WATERPROOFING a j /� /��, SYSTEM BELOW -GRADE TERMINATION AT GRADE WITH SIDING 1 SCALE: 3" = 1'-0" SELF ADHERED FLASHING LAPPED OVER METAL BASE FLASHING M � WEATHER RESISTIVE BARRIER I� � 24 GA GALVANIZED SHEET METAL WALL BASE FLASHING WITH HEMMED EDGE �I WATER REPELLANT /ANTI -GRAFFITI a � REPELLANT a a � SEALANT JOINT AND COMPRESSIBL JOINT FILLER a a SIDEWALK PER ARCHITECTURAL / 4 a STRUCTURAL PER ARCHITECTURAL � a a TERMINATION BAR AND TOOLED SEALANT PER MANUFACTURER a ��/�� FASTENER PER MANUFACTURER a � � ��\ �� j��/ DRAIN MAT a a %\��\\�� EMGRADE WATERPROOFING SYSTEM BELOW-GRADE TERMINATION AT PAVEMENT WITH SIDING �„� SCALE: 3" = 1'-0" L / CONCRETE WALL PER < ° 4 ARCHITECTURAL/STRUCTURAL I a � WATER REPELLANT /ANTI -GRAFFITI REPELLANT a a a � SEALANT JOINT AND BACKER ROD IN Q � FORMED REGLET IN CONCRETE a a � 26 GA STAINLESS STEEL METAL WALL g � FLASHING AND REMOVEABLE COUNTERFLASHING WITH HEMMED EDGE GRADE SLOPED AWAY FROM BUILDING a a � �� /� � TERMINATION BAR AND TOOLED a a ��//\\�/ SEALANT PER MANUFACTURER a4 a> �� - BELOW -GRADE WATERPROOFING / � SYSTEM �� DRAIN MAT as a a BELOW -GRADE TERMINATION AT GRADE SCALE: 3" = 1'-0° 3 stud' 1 CMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com Goodman Real Estate TITLE 23400 HWY 99 EDMONDS, WA, 98026 STAMP 6888 REGISTERED ARCHITECT tr/f Iflot JOHN BRAD MIN GUE STATE OF WASHINGTON KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 DRAIN EXTENSION OR PVC PIPE EXTENSION PER LANDSCAPE I MECHANICAL DRAIN MAT/ FILTER stud 0 0 0 0 0 \�� \ FABRIC 1 DRAINAGE MENG 0 0 0 c \% /\/ AGGREGATE ASSEMBLY \\ STRAZZARA \ E 2 PIECE NEOPRENE FLASHING 0 0 0 0 0 0@ 0 I �/ // // PER LANDSCAPE OR 2 PIECE FIELD FABRICATED ARCHITECTURE 0 0 0 (D c @ \\ \\ NEOPRENE REINFORCED BOOT oPLANNING DRAIN PER ARCHITECTURAL 1 PROTECTION BOARD AT // // // EXTEND MEMBRANE AND 0 0 0 0 0 0 @0 I�\\ \ MECHANICAL PAVERS FLASHING INTO DRAIN STAINLESS STEEL PIPE CLAMP BODY PENETRATION 0 0 0 0 0 c EXTEND MEMBRANE SYSTEM PROTECTION LAYER 0 0 0 0 0 0 /\/ PAVERS OVER PEDESTALS PER 2001 WESTERN AVE SUITE 200 I / // /� ARCHITECTURAL 1 LANDSCAPE AND NEOPRENE FLASHING 0 0 0 0 c c \ \\ \\ \ DRAINMAT Seattle, WA USA 98101 INTO DRAIN BODY HOT RUBBERIZED I /\/ ASPHALTIC 0 0 0 0 c 0 \\ \\ \ CONCRETE SLAB PER PROTECTION LAYER MEMBRANE SYSTEM � � 0 0 0 C � � i /\/\/ PROTECTION LAYER 206 587 3797 tel NEOPRENE FLASHING %/ / ARCHITECTURAL 1 STRUCTURAL, 2065870588 0 0 0 0 0 0 \\ \\ HOT RUBBERIZED I �\i\/ HOT RUBBERIZED SLOPE TO DRAIN MIN. 114 PER ° I %/ // � ASPHALTIC wWW.studioms.com ° 0 0 \ \ ASPHALTIC a PAVERS OVER I \\ \ M E M B RAN E SYSTE M 0 � � � � � � � �/ // /% MEMBRANE SYSTEM a PEDESTALS PER I \/\/ ARCHITECTURAL 1 D 0 0 0 c), 0 o 0 �} I \% /\� NEOPRENE FLASHING ® d a LANDSCAPE\ \ ° ❑ w a a \ \\ \ CONCRETE SLAB PER a O w a 16 / // // ARCHITECTURAL STRUCTURAL U ct) Q LL /X� .X\N\\�l\\ \ \ o Q r 2 N MIN- a . SLOPE TO DRAIO /, ,OT \ /. / /\\�\\\\ (.00 a 14 PER F1 4 a as L t—— —,. ..�. — — CONCRETE SLAB PER _— — --� — -- — --� -� �-- --- -- -- -- ARCHITECTURAL 1 — — NEOPRENE FLASHING MIN. 6" ° ° — -+-- -- — — — a STRUCTURAL Q SLOPE TO DRAIN MIN a a ° Q Q a a ° PAST CLAMPING RING ° 114" PER FOOT a ° ° 3" NEOPRENE 3" NEOPRENE ° �° PAVERS OVER ° a a a a ° oh FLASHING FLASHING PEDESTALS PER NEOPRENE FLASHING MIN. 6" a d ° a ° ° ° ARCHITECTURAL 1 ° PAST CLAMPING RING LANDSCAPE DRAIN AT PAVERS - HOT RUBBER MEMBRANE PENETRATION a ° t 7 ° -F tz k SCALE: 6" - 1'-0" a a NEOPRENE FLASHING SCALE: 611 - -o" a 1 s r; CONCRETE WALL PER /3 a r w r ARCHITECTURAL I STRUCTURAL SEALANT JOINT AND BACKER ROD IN a FORMED REGLET IN CONCRETE Goodman Real Estate PLAZA DECK DRAIN WITH ° ° EXTENSION PER SHEET METAL WALL FLASHING AND a a a TITLE ARCHITECTURAL 1 REMOVABLE COUNTER FLASHING WITH ° a MECHANICAL HEMMED EDGE TERMINATION BAR AND TOOLED SEALANT PMMA COLLAR EXTEND MEMBRANE AND EXTEND MEMBRANE AND ° FLASHING INTO DRAIN NEOPRENE FLASHING UP THE WALL CONCRETE SLAB PER PENETRATION a a a ARCHITEC TURAL 1 STRUCTURAL; BODY a ° ° SLOPE T MIN. 114" PER PROTECTION LAYER O DRAIN NEOPRENE FLASHING 41 NEOPRENE FLASHING AT TRANSITION ° � 1'-0" PMMA LIQUID FLASHING a PROTECTION LAYER /BOARD a SYSTEM COLLAR 23400 HWY 99 a d PAVERS OVER PEDESTALS PER EDMONDS, WA, 98026 HOT RUBBERIZED � a ° HOT RUBBERIZED ARCHITECTURAL /LANDSCAPE ASPHALTIC MEMBRANE ASPHALTIC HOT RUBBERIZED ASPHALTIC STAMP MEMBRANE SYSTEM ° SYSTEM MEMBRANE SYSTEM ° PLANTER DETAIL z � ° a ° a a - 4 ° ° ❑ 4 6888 REGISTERED PROTECTION LAYER _ SCALE. 611- 1 -0 w a � a ° � ARCHITECT PAVERS OVER a Q w ° a DRAINMAT ° a � �, � � a PEDESTALS PER ° � _ ° d a- ❑ a JOHN BRAD MIN GUE 0 0 ARCHITECTURAL I a a ° ° a HOT RUBBERIZED ASPHALTIC Q U STATE OF WASHINGTON 0 0 LANDSCAPE <° 3 MEMBRANE SYSTEM STEP A. ❑ 0 0� z ° NEOPRENE FLASHING O Q 1 a a 0 0z KEY PLAN 0 0 0 a a m f -CID ' �DRAIN MIN. ° CONCRETE SLAB a Q z ' r SLOPE r PER ° r °T �114 PERFOOQ ARCHITECTURAL CIOr r a a ° r a zi a ° a ° STRUCTURAL; SLOPE ° ° 11 a a Q Q ° ° O D " Q a 3 ° a NEOPRENE FLASHING MIN. 6" a T RA1N MIN. 1'/4�! a Q ° ° PER 1 -0 ° a a PAST CLAMPING RING Q a � 3� a a ° BUILDING WALL TERMINATION (NEOPENE FLASHING) 1N HOT RUBBERIZED ASPHALTIC HOT RUBBER MEMEBRANE PENETRATION - a � g 2 . a a ° a a SCALE: 6" = 1'-0" MEMBRANE SYSTEM SCALE: 6" = 1'-0" a STEP B. NEOPRENE FLASHING a ° ° a NEOPRENE FLASHING ° ° CONCRETE WALL PER ° ° a ° ARCHITECTURAL 1 STRUCTRURAL ° a PMMA COLLAR a a ° ° ° EXTEND PMMA FLASHING AND ° ° a° , , , z CONCRETE SLAB PER SELF -TERMINATE; APPLY ADDITIONAL a Q ° ARCHITECTURAL 1 COLOR COATS WHERE VISIBLE AT ° STRUCTURAL; SLOPE PROJECT NUMBER VERTICAL WALL APPLICATION a TO DRAIN MIN. 1/4„ RAIL POST PER ARCHITECTURAL ° ° ° a� PER 1'-0" 83015 BELOW —GRADE TERMINATION AT PAVEMENT HOT RUBBER MEMEBRANE BASE FLASHING PMMA (POLYMETHYL METHACRYLATE) 10 PMMA (POLYMETHYL METHACRYLATE} a 5RAIL POST REINFORCED LIQUID FLASHING SYSTEM COLLAR ISSUED FOR: DATE: SCALE: 6" = 1'-0" REINFORCED FLASHING SYSTEM AT INSIDE CORNER SCALE: N.T.S. BASE PER a ° ° ARCHITECTURAL PAVERS OVER PEDESTALS PER � ° a BUILDING PERMIT INTAKE 12.18.18 PROTECTION LAYER 1 BOARD a HOT RUBBERIZED ASPHALTIC ARCHITECTURAL I LANDSCAPE BUILDING PERMIT INTAKE 2 02.07.19 ° ° MEMBRANE SYSTEM COMPATIBLE MORTAR 1 a ° a STEP A: PROTECTION LAYER HOT RUBBERIZED a SEALANT AT ALL ° NEOPRENE FLASHING TRANSITIONS ASPHALTIC MEMBRANE HOT RUBBERIZED ASPHALTIC SYSTEM ° L L ` L MEMBRANE SYSTEM �1 ° L L. at L a 4 Z r ❑ 4 _ ° ° a ` L a ❑ w > w PAVERS OVER w ❑ = O Q PEDESTALS PER ° a ° ❑ ° ARCHITECTURAL 1 ° Q a ~ U LANDSCAPE Q z APPROVAL BY. z ° HOT RUBBERIZED ASPHALTIC p DRAWN BY: AL, tC, AZ w a� 0 z a a MEMBRANE SYSTEM z >- CHECKED BY: AL m STEP B: z SHEET CONTENTS w a NEOPRENE FLASHING IF CONCRETE SLAB PER a a ARCHITECTURAL 1 — --- a ° ' J J °3" 2„ 4" a a AT -GRADE STRUCTURAL; SLOPE ° ° ,- ° 4" (OR PER a ° WATERPROOFING a TO DRAIN MIN. 1/4 a PER 1'.011 MANUFACTURER) E U B SHEET NUMBER N 19 201 BUILDING ENT TY OF MART DS BUILDING WALL TERMINATION HOT RUBBER MEMBRANE BASE FLASHING GUARDRAIL POST BASE PMMA LIQUID FLASHING � 3 - WHERE PMMA LIQUID FLASHING IS REQUIRED SCALE: 611 = �1_ 011 AT OUTSIDE CORNER SCALE. N.T.S. SCALE: 6" = 1'-0" r v <7 \ \ v 41 I /,r SOIL Q \ PROTECTION LAYER ' HOT RUBBERIZED ASPHALTIC ° IQ MEMBRANE SYSTEM I X, a PARAPET 1 PLANTER WALL I . \/\ d I // , MASTIC CANT PER <7 MANUFACTURER PRESTRIPE HOT /\ RUBBERIZED I \ CONCRETE SLAB PER ASPHALTIC 4a < \/ ARCHITECTURAL 1 I\ MEMBRANE �% �� STRUCTURAL SYSTEM UNDER a \V PLANTER WALL I / ,/. HOT RUBBERIZED AND 2" UP \�\� ASPHALTIC REBAR owl 1a / \, MEMBRANE SYSTEM REVEAL PER ARCH.-----LL --L — -- -- SLOPE TO DRAIN 1/4" PER FOOT a a ° � Q a a ° a a ZI a 16 __------------ CONCRETE SLAB ° , SLOPE TO DRAIN 1/4" PER FOOT a PER ° Q a 4" (OR PER a CONCRETE SLAB PER 4" (OR PER � a � ARCHITECTURAL / ) a a ARCHITECTURAL / a MANUFACTURER STRUCTURAL a �1 MANUFACTURER) a a a � vn ° � STRUCTURAL � ° < PLANTER PARAPET CURB DETAIL (NO DRAIN MAT) 10 PLANTER BASE WATERPROOPLANTER""FLOATING 7 ALT. PARAPET OR WALL TERMINATION (PMMA LIQUID FLASHING) 4 DOOR THRESHOLD (PMMA LIQUID FLASHING) 1 SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SEALANT JOINT AND BACKER ROD IN CONCRETE WALL PER Q a a BALLAST 4" OR MIN. DEPTH PER COPING PER ARCHITECTURAL /STRUCTURAL a FORMEDREGLET IN CONCRETE ..�.. .......... �. ,�...,...�� ..,.�� nr.rn�nrr i COORDINATE HEIGHT OF BACK DAM WITH THRESHOLD HEIGHT a � a w ° `] > � � C.3 u 2 w < 1:� LL C1r? ::D 4 4z c!)Q d' 2 1 w O Z s �Q z� — m a � LU )- a C7 d ° a ° V \ ti\ / /� ° PAVERS PER CONCRETE WALL PER i, ° DOOR THRESHOLD PER ARCHITECTURAL '' ARCHITECTURAL 1 ARCHITECTURAL 1 STRUCTRURAL LANDSCAPE ! EXTEND PMMA FLASHING UNDER SILL FRAME ,� AND PAN; APPLY OUTSIDE ROUGH OPENING PLANTER WALL PER EXTEND PMMA FLASHING AND ° � AND UP JAMB PER MANUFACTURER ARCHITECTURAL I SELF -TERMINATE; APPLY ADDITIONAL A�.\ STRUCTURAL T INHERE VISIBLE AT COLOR COATS a /.f'i /. VERTICAL WALL APPLICATION METAL SILL PAN FLASHING a COLD APPLIED ° Z WITH HEMMED EDGE WATERPROOFING a a \` -f\ SYSTEM WITH PMMA (POLYMETHYL a <7 PROTECTION COURSE PMMA �POLYMETHYL METHACRYLATE} a METHACRYLATE) REINFORCED RCED REINFORCED FLASHING SYSTEM Z FLASHING SYSTEM a DRAIN MAT a d !``\ZI PROTECTION LAYER PROTECTION LAYER PRE -STRIPE ° ° DOWELS HOT RUBBERIZED a �� \� HOT RUBBERIZED � ° I ° ° a ASPHALTIC MEMBRANE ASPHALTIC MEMBRANE ° I> / WEEP PER. SYSTEM \ \, \ SYSTEM 4n A/`` ' ' MANUFACTURER a a ! \•\' a 4] < t DRAIN MAT AI `/} Z� < a w PAVERS -PER �, i ; PROTECTION LAYER G ° I \' '`` PAVERS -PER � `' ❑ ARCHITECTURAL 1 a i� , ,- \• w D a I HOT ARCHITECTURAL / /n O U ° LANDSCAPE ° `J ` RUBBERIZED LANDSCAPE I ' w < 6 ' ,LL<7, ASPHALTIC n. z ° a I \./ MEMBRANE Q a a I f. SYSTEM Q a a �X/\a� w I CONCRETE �o a 0 Q ° SLAB PER °° °5:1—° \// ARCHITECTURAL w r' �i 1 STRUCTURAL ° \,/ d- MFR. WHICH EVER IS GREATER LANDSCAPE / zn ARCHITECTURAL a � __�/ ° DRAIN MAT � � � ,� � SEALANT JOINT AND BACKER ROD IN SHEET METAL WALL LASHING AND PROTECTION BOARD FORMED REGLET IN CONCRETE f� a REMOVEABLE COUNTER FLASHING PARTIALLY GROUT � HOT FLUID APPLIED W.P. SYSTEM, � � �' a COPING TO PROVIDE WITH HEMMED EDGE 215 MIL, FULLY ADHERED a a SHEET METAL WALL FLASHING AND a a FORMED REGLET AND REMOVEABLE COUNTER FLASHING ° Q � rf INSTALL SEALANT WITH HEMMED EDGE PROTECTION LAYER ,/ �� ,f i ' \/ . / , ;\, a 2 MIN. , Y JOINT AND BACKER \ ' ROD TERMINATION BAR AND TOOLED SEALANT y HOT RUBBERIZED a a I ASPHALTIC` \`i \ ` �'; /�` \ \� j `\ \ ' \\ ,� ';'; 1 ° Q % //, , , , /. , , i / ; , / //, WALL FLASHING AND EXTEND MEMBRANE AND MEMBRANE BRAN f , . ; \� M E SYSTEM / �: i �. \\� ,� \, \ , ,\ \ REMOVABLE COUNTER NEOPRENE FLASHING UP THE WALL ;%`,/ % \\ \f\, / ° FLASHING WITH ' z PARAPET 1 PLANTER �iJ\�� \. ; \ �,, i , \i `� \ \ ` \� .; `\r a HEMMED EDGE NEOPRENE FLASHING AT TRANSITION WA / 4 ♦ \ \ a �i\\/,%`� ;�' -`� `i/ ~ \ �`%\"i`� /�\ i~ /\ 1\ ~% �� \\i` ` PROTECTION L � / - � / / / / f / � TERMINATION BAR LAYER 16 ° +3 I Q ` -� PAVE RS -PER \ ; �\ �;' \ \ `\! \� \� \\ \K \ ° I �, \ i ..\ ' , \\ ,\\ ,�\ \ \ \ \ a ° j I AND TOOLS I a ARCHITECTURAL / =� HOT RUBBERIZED ASPHALTIC PRESTRIPE HOT I Z ( SEALANT I LANDSCAPE RUBBERIZED a :_._--------------------'—`""° MEMBRANE SYSTEM ° ASPHALTIC ° ° a I � � ° � � P I ° ° a `J a �_ -- PLANTER GRADE LEVEL z MEMBRANE a I �- PER ARCHITECTURAL SYSTEM UNDER ° I a a I `��'� LANDSCAPE d• I I MASTIC CANT PER I PLANTER WALL AND 211 UP � \, � � I MANUFACTURER REBAR REVEAL I PER ARCH. SLOPE TO DRAIN 1/4" PER FOOT a a a HOT RUBBERIZED - ASPHALTIC Q a MEMBRANE SYSTEM CONCRETE SLAB PER ° ° a ARCHITECTURAL I STRUCTURAL PLANTER PARAPET CURB DETAIL (NO DRAIN MAT) SCALE: 3" = 1'-0" VA 411 ° 4n a Z3 VA ZA COURTYARD SLAB WATERPROOFING 0 SCALE: 3" = 1'-0" d a v ZIX I \ ° I�- SOIL DRAIN MAT 43 Z� \� �, PROTECTION LAYER I X/, ° a HOT RUBBERIZED ° if`� ASPHALTIC a I ° I MEMBRANE SYSTEM a \ PARAPET I PLANTER XX` WALL Z d ° \,/\ MASTIC. CANT PER MANUFACTURER PRESTRIPE HOT \ \ RUBBERIZED I ` �� CONCRETE SLAB PER ASPHALTIC 4n a ° I � ,\ ARCHITECTURAL 1 MEMBRANE / STRUCTURAL SYSTEM UNDER ° Q I a PLANTER WALL I \ HOT RUBBERIZED AND 211 UP � ASPHALTIC REBAR a \' MEMBRANE SYSTEM \/ \, REVEAL ,_ P E R ARCH. - — — --- -- �.. — SLOPE TO DRAIN 1/4" PER FOOT a a � ° a a �. a a a 111 PLANTER PARAPET CURB DETAIL 9 SCALE: 3" = 1'-0" stud 'C'MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com Q � Goodman Real Estate I a TITLE �f a z_j > a\\./ PAVERS - PER ti.--a a I a ARCHITECTURALI 4 I ° I \\ \ \ /\ LANDSCAPE q '' � °° , 4 fry a -� ,, �/ I 3 a a ,/ PLANTER WALL PER q I� ARCHITECTURAL I STRUCTURAL I ° \./ a a COLD APPLIED I WATERPROOFING % SYSTEM WITH — — --- -- a d a PROTECTION COURSE a CONCRETE SLAB PER ,r a 3 ° ARCHITECTURAL I ° DRAIN MAT STRUCTURAL ° PLANTER WATERPROOFING TERMINATION PARAPET OR WALL TERMINATION (NEOPRENE FLASHING) � SCALE: 3" = '#'-0" SCALE: 3". _ 1'-011 2 ° /\\\ PAVERS PER ARCHITECTURAL 1 STOREFRONT WINDOW PER ARCHITECTURAL a I L N E ° i\\ A DSCAP I> EXTEND PMMA FLASHING UNDER SILL FRAME ° � � ;� ♦� PLANTER WALL PER ° r i \ AND PAN; APPLY OUTSIDE ROUGH OPENING ARCHITECTURAL 1 ZI � I\\ / STRUCTURAL AND UP JAMB PER MANUFACTURER ° JOINT AND BACKER ROD WITH SHIM / COLD APPLIED rr �` WATERPROOFING WEEP HOLES AT 9 ON CENTER BLOCKING SYSTEM WITH AS REQUIRED PROTECTION COURSE METAL SILL PAN FLASHING `\ f WITH HEMMED EDGE DRAIN MAT TREAT REINFORCING PMMA �POLYMETHYL SEALANT x a\,j; METHACRYLATE} REINFORCED JOINT AND a a a I BARS OR DOWEL FLASHING SYSTEM L PENETRATIONS BACKER I z. % ROD THROUGH Z] WATERPROOFING PER I\\/� MANUFACTURERS PROTECTION LAYER °'/, TYPICAL DETAIL \ H OT RUBBERIZED a ��'�/ WEEP PIPING ASPHALTIC MEMBRANE SYSTEM w a a DRAIN MAT �a a �� a w D PROTECTION LAYER a a ? O U ° 1-7 a PAVERS -PER Q .6 ° HOT RUBBERIZED U ARCHITECTURAL waASPHALTICI ;/'QQ° \, MEMBRANE � a LANDSCAPE � \,� = SYSTEM w ° a I\/ CONCRETE O Z' d a I / SLAB PER z a 6 \�\' ARCHITECTURAL —m a I i\� \ �\\, \ . I STRUCTURAL ° - w x x Z�� A SLOPE TO DRAIN ° ° CONCRETE SLAB PER 4" (OR PER � SLOPE TO DRAIN 1/4" PER FOOT 1/4" PER FOOT a U ARCHITECTURAL 1 MANUFACTURER) n ° ° STRUCTURAL a a 1 a a ! I I PLANTER BASE WATERPROOFING STOREFRONT WINDOW SILL (PMMA LIQUID FLASHING) 6 3 SCALE: 3 = '1 -0 SCALE: 3 = -0 23400 HWY 99 EDMONDS, WA, 98026 STAMP 6888 REGISTERED ARCHITECT JOHN BRAD MIN GUE STATE OF WASHINGTON KEY PLAN PROJECT NUMBER 18305 ISSUED FOR: DATE: BUILDING PERMIT INTAKE 12.18.18 BUILDING PERMIT INTAKE 2 02.07.19 APPROVAL BY: DRAWN BY: AL, 1 C, AZ CHECKED BY. AL SHEET CONTENTS TYPICAL PODIUM DETAILS