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170714_Westgate Edmonds_BP Resubmittal #1_Binder_Combined Disciplines.pdfStudoMENG STRAZZARA ARCHITECTURE CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE KEY PLAN PROJECT NUMBER 15311 ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 ----- - - — — ---------- - ---- -- — ----- BLDG PERMIT -CORRECTIONS -#lL- 07/14/2017 F.11 v v 601601.110 DRAWN BY: AW / AZ CHECKED BY: CID SHEET CONTENTS w CKo-WINZ.971�IK M�MZm 111 ABBREVIATIONS SYMBOLS C P E CITY DESIGN STANDARD ECDC & and FO face of PAV pave, pavers, pavement DRAWING REFERENCE BUILDING AND STRUCTURAL 2015 IBC < angle FP fireplace, fireproof PCF pounds per cubic foot MECHANICAL 2015 IMC @ at FR fire resistant PED pedestal DRAWING R ELECTRICAL 2012 IEC - WAC 296-46B # number,pounds FS full size PERF perforate - A ENERGY 2015 WSEC [ channel FSK floor sink PFB prefabricated -SHEET # MECHANICAL 2012 IMC FST folding shower seat PFN prefinished ENLARGED PLUMBING 2015 UPC ABV above FT foot, feet PKG parking DRAWING FIRE/LIFE SAFETY 2015 IFC A/C air conditioning, acoustic FTG footing PL plate BUBBLE ACCESSIBILITY 2009 [CC Al 17.1 (2015 IBC ACC access FUR furring PLAM plastic laminate SPRINKLER SYSTEMS NFPA 13 ACP acoustic ceiling panel PLF pounds per linear foot DRAWING TITLES ENVIRONMENT WAC197-11 (SEPA) ACT acoustic ceiling tile GA gage, gauge PLL parallel -DRAWING NAM ADD addendum GB grab bar PLY plywood TITLE ADJ adjust, adjustable GC general contractor PNL panel �#J SCALE:1/8" = l'- 0" `� PROJECT SUMMARY AFF above finish floor GBR grab bar rear PNT paint AL aluminum GBS grab bar side POLY polyethyline REFERENCE SCALE PROPERTY ADDRESS ALT alternate, alternative GBV grab bar vertical PR pair EDMONDS WAY & 100th AVE W EDMONDS, WA, 98020 ALUM aluminum GF ground face PROP property line ANOD anodized GLAZ glazing PSF pounds per square foot NORTH ARROW PARCEL NUMBER APPR approximate GLB glassblock PSI pounds per square inch PORTIONS OF PARCEL A & PARCEL B WITH A LOT LINE ADJUSTMENT ARCH architect, architectural GLV galvanize, galvanized PT paint PARCEL A (200303075001) AVG average GL glass, glaze, glazing PTD paper towel dispenser 17 PARCEL B (8508130344) GRD grade PVC poly vinyl cloride BB board &batten GSKT gasket LOT AREA 48,980 SF ACRES) BD board GWB gypsum wallboard R radius, risers (+/-1.12 BF barrier free GYP gypsum R&S rod and shelf BLDG building RA return air ZONING BLK block, blocking RAD radius ECDC 16.110 BLW below H high, height RBB reverse board & batten Tx WMU (WESTGATE MIXED -USE DISTRICT) BM beam HB hose Bibb RD roof drain X. X BS both sides HD heavy duty REF reference, refrigerator PERMITTED USES BSBL building setback line HDR header REINF reinforce, reinforcement � � � ECDC 16.1 .A BSMT basement HDW hardware RF roof x �� PRIMARY USE/PROPOSED SE/PROPOSED BTM bottom HEX hexagonal RFL reflected 1. MULTIPLE DWELLING UNIT(S) BTWN between HJ head joint RH right hand, robe hook - ELEVATION REFERENCE 2. RETAIL STORES OF SALES SECONDARY USES/PROPOSED BW both ways HM HORIZ hollow metal horizontal RM RMV room remove T 1. OFF-STREET PARKING AND LOADING AREAS TO SERVE A PERMITTED USE CAB cabinet HT height RO rough opening CB catch basin HWD hardwood ROW right of way T - SHEET NUMBER BUILDING TYPE CFM cubic feet per minute HWT hot water tank/heater RVS reverse ECDC D CFR chamfer HVAC heating, ventilation & air COMMERCIAL MIXED -USE CFT cubic feet conditioning S south U CIP cast in place HZ horizontal SAM self-adhesive membrane MAX. HT. CJ control joint SBK setback ECDC 22.110.010.B +ECDC 22.110.090 CL centerline ICC international code council SC solid core ELEVATION REFERENCE 45' WITH FOUR STORIES FROM FINISH GRADE AT THE STREET FRONT CLG ceiling ID inner diameter SCD seat cover dispenser CLR clear, clearance, clear finish INCL include, included SCHED schedule T SETBACKS CMU concrete masonry units INSUL insulate, insulation SCR shower curtain rod R SHEET NUMBER ECDC 16.11 6.2 COL column INST install, installed SD smoke detector, soap dispenser -104 16 FROM SR-104 CONC concrete INT interior SECT section CONST construction SF square feet, store front MODIFIER � -WALL TYPE BASE PLANE ECDC 22.110.010.E CONE continuous JST joist SFTY safety, MODIFIER +316`-0" _ [318 + 314]/2 CONTR contractor, contract JT joint SHT sheet CORR corrugated SIM similar CR corrosion resistant KO knockout Si seismic joint MAX. HT. PLANE CSMT casement KPL kickplate SLNT sealant ECDC 22.110.010.E CT ceramic tile, changing table SND sanitary napkin dispenser ROOM AND FINISH TAG +361'-0" CYD cubic yards L left, long, length SNR sanitary napkin receptacle LOBBY_---- ROOM NAME LAM laminate, laminated SOG slab on grade 100 ROOM NUMBER LEED TARGET D deep, depth LAV lavatory SP sound proof III FINISH GROUP ECDC 22.110.090 DBL double LBL label SQ square SILVER DD deck drain LH left hand SS stainless steel GRID LINE AND GRID NUMBER DF drinking fountain LT light SSS stainless steel shelf AMENITY SPACE DIA diameter LW lightweight STD standard �� ECDC 22.110.070.0 DIAL diagonal STL steel REQUIRED: 20% OF LOT SIZE _ [48,980 X 20%] = 9,79E SF DIM dimenion, dimensional MAS masonry STOR store, storage DATUM POINT PROPOSED: 11,470 SF DIV divide, division MAIL material STRUCT structural DN down MFCS manufactered fiber cement siding SYM symmetric -- T OPEN SPACE DR door MAX maximum SYN synthetic ECDC 22.110.070.D DS downspout MB marker board SYS system REQUIRED: 15% OF LOT SIZE _ [48,980 X 15%] = 7,347 SF DT drain tile MBR member PROPOSED: 7,834 SF DTL detail MDF medium density fiberboard T tempered RELITE NUMBER DW dishwasher MDO medium density overlay T&G tongue & groove R### PARKING DWG drawing MECH mechanical TB towel bar _. ECDC 1 DWR drawer MED meduim TEL telephone RETAIL (1 STALL: L TALL : 400 SF OF RETAIL) MFR manufacturer THK thickness WINDOW TAG REQUIRED: (2,000 SF + 6,000 SF + 15,000 SF + 1,100 SF) / 400 = 61 STALLS E east MH mop hook TO top of PROPOSED: 89 STALLS (E) existing MIN minimum TOL tolerance �x ECDC 16.110.020.D.2 EA each MIR mirror TOP top of parapet RESIDENTIAL (1.2 : > 900 SF UNIT) EF exhaust fan MISC miscellaneous TOW top of wall REQUIRED: 91 UNITS X 1.2 =110 STALLS EG existing grade MO masonry opening TPD toilet paper dispenser REVISION NUMBER PROPOSED: 133 STALLS EJ expansion joint MOD modify, modified TTD toilet tissue dispenser EL ELEC elevation electrical MR MST moisture -resistant metal spankrel TV TYP television typical REVISION TAG REVISION CLOUD panel ELEV elevator MT mount EMER emergency MTL metal UNO unless noted otherwise ENCL enclosure, enclose UL Underwriters Laboratory FEC EQ equal N north EQP equipment NAT natural VB vapor barrier EST estimate, estimated NI nickel VCT vinyl composite tile LEGAL DESCRIPTIONS EXH exhaust NIC not in contract VERT vertical EXHAUST FAN AND DUCT EXP expose, exposed NMT non-metallic VG vertical grain EXST existing NO number VIF verify in field J EXT exterior NOM nominal VIN vinyl LEGAL DESCRIPTION OF PROPERTY NRC noise reduction coefficient VJ v-joint WATER HEATER PER STEWART TITLE COMPANY ORDER N0: 01148-28914 DATED FCB fiber -cement board NTS not to scale VTO vent to outside JANUARY 22, 2014 FCT fiber -cement trim `f'' FD floor drain OA overall W west,wide, width ELEC PANEL PARCEL A LOTS B, C AND X, WESTGATE VILLAGE BOUNDARY LINE ADJUSTMENT FDC fire department connection OC on center WC water closet FE fire extinguisher (wall hung) OD outer diameter WD wood RECORDED UNDER RECORDING N0.200303075001,BEING APORTION FEC fire extinguisher cabinet OFCI owner furnished- W/D washer/dryer WASHING MACHING OUTLET BOX OF LOTS 7 THOUGH 10 BLOCK 2 WESTGATE PARK DIVISION NO. 2, FF finish floor, frost free, contractor installed WH wall hung TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF facto finish factory OF01 owner furnished- WIC walk-in closet PLATS, PAGES 40 AND 41, RECORDS OF SNOHOMISH COUNTY, FG finished grade owner installed WIN window WASHINGTON. FIN finish, finished OH overhead W/0 without SLAB STEP PARCEL B FJ FLR finish joint floor OPG OPP opening opposite WP WPC waterproof waterproofing consultant Mr LOTS 1 AND 2, CITY OF EDMONDS SHORT PLAT NO. S-3-85, RECORDED FLSH flash, flashing OPQ opaque WR water resistant UNDER RECORDING NO.8508130344, BEING A PORTION OF LOT 6, FLX flexible WRB weather -resistive barrier DOWNSPOUT BLOCK 2, WESTGATE PARK DIVISION NO. 2, ACCORDING TO THE PLAT FND foundation WTW wall to wall o DS THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGES 40 AND 41, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. VICINITY MAP PROJECT TEAM 200 ft �. SQUARE FOOTAGE MATRIX SQUARE FOOTAGE MATRIX UC:C.LIPAIVIL:Y TYPE, CONSTRUCTION TYPE SQUA RE FOOTAGS (SQ T) P`I. LEVEL -2 BELOW GRADE PARKING PE IA 11,130 CIRCULATION rf PE IA 849 Lt: STORAGE/UTILITY PE iA 1,545 TOTAL 13,524 L1 S-2 PRIVATE PARKING E IA 13,073 U STO RAG EJU7 ILITY/TRASH TYPE LA 1,474 IS RETAIL TYPE [A 3,517 RESIDENTAILLOI3BY/LE SING TYPE [A 2,495 CIRCULATION TYPE 4.A 8146 TOTAL., 21,405 z R-2 RE31DE dTLAL TYPE VA 17,039 CIRCULATION TYPE VA 4,256 TOTAL. 21,295 L` R-2 RESIDENTIAL TYPE VA 12@ 5 CIRCULATION TION PE VA 3,80S LOUNGE A.C.CE IRY t } R-�. 47 E ERE]E GYM, TYPE VA 947 AMENITY ROOF DECK TYPE VA 72 TOTAL: 19,180 TOTAL BUI!LD1ING AREA 96,699 MECHANICAL (INCLUDED FOR REFERENCE ONLY) ELECTRICAL (INCLUDED FOR REFERENCE ONLY) PLUMBING (INCLUDED FOR REFERENCE ONLY) SIGNAGE FIRE SUPPRESION/ STANDPIPE SYSTEM FIRE ALARM DISTRIBUTED ANTENNA SYSTEM (DAS), WHEN REQUIRED (A THIRD PARTY INSPECTION REPORT WILL BE REQUIRED FOR CITY TO EVALUATE THE NECESSITY FOR DAS SYSTEM PER IFC 150) FIRE CONNECTION PERMIT, WHEN REQUIRED OWNER ARCHITECT CIVIL ENGINEER LANDSCAPE ARCHITECT Henbart LLC Studio Meng Strazzara Pacland Tom Rengstorf Associates 4025 Delridge Way SW, Suite 530 2001 Western Ave, #200 1505 Westlake Ave N. Suite 305 811 First Avenue, #615 Seattle, WA 98106 Seattle, WA 98121 Seattle, WA 98109 Seattle, WA 98104 Phone: (206) 767-1353 P: (206) 587-3797 P: (206) 522-9510 P: 206.682.7562 Chris Davidson Bill Fortunado, PE ScottEvans ACOUSTICAL MEP BUILDING ENVELOPE INTERIOR DESIGN SSA Acoustics Rushing Cross2 Design Group Lisa Wiggins Design 222 Etruria St Ste 100 1725 Westlake Ave N #300 2476 Westlake Ave. N Ste 102 8051ST AVENUE Seattle WA 98109 Seattle, WA 98109 Seattle WA 98109 SEATTLE, WA 98104 P: (206) 839-0819 P:206-285-7112 206-283-0972 P:206 682 2576 Bill Stewart Rae Anne Brad Minogue Lisa Wiggins SURVEYOR David Evan and Associates 701 5th Ave, Suite 4218 Seattle, WA, 98104 P: (425) 519-6500 PERMITTING/AGENCY City of Edmonds 121 5th Ave N Edmonds, WA 98020 Kernen Lien PA25-117-0220 GEOTECHNICAL 3213 Eastlake Ave E # B Seattle, WA 98102 P:(206) 262-0370 C: (206) 406-4036 Paul Grant PROJECT DESCRIPTION LEGAL DESCRIPTION OF PROPERTY: PER STEWART TITLE COMPANY ORDER NO: 01148-28914 DATED JANUARY 22, 2014 PARCEL A LOTS B, C AND X, WESTGATE VILLAGE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 200303075001, BEING A PORTION OF LOTS 7 THOUGH 10, BLOCK 2, WESTGATE PARK DIVISION NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGES 40 AND 41, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. LOTS 1 AND 2, CITY OF EDMONDS SHORT PLAT NO. S-3- 85, RECORDED UNDER RECORDING NO.8508130344, BEING A PORTION OF LOT 6, BLOCK 2, WESTGATE PARK DIVISION NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGES 40 AND 41, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. EDMONDS WAY & 100th AVE W EDMONDS, WA, 98020 DRAWING INDEX 0 - GENERAL G000 COVER SHEET G001 G001A TITLE SHEET, GENERAL NOTES & CODE SHEET GENERAL NOTES G002 G002A CODE COMPLIANCE CODE COMPLIANCE G002B CODE COMPLIANCE G003 G006 ASSEMBLIES FIRESTOP DETAILS G015 ENERGY CODE G016 ENERGY CODE 1 -SURVEY 1 SURVEY SHEET 2 CIVIL CV 1.0 COVER SHEET CV-1.1 GENERAL NOTES _CS-1.0 D-1.0 EXISTING CONDITIONS PLAN DEMOLITION AND ESC PLAN D-2.0 ESC DETAILS C-1.0 C-2.0 SITE PLAN GRADING A DRAINAGE PLAN C-2.1 C-3.0 ENLARGED GRADING PLANS UTILITY PLAN C-5.0 SEWER DETAILS C-6.0 --------------------------------- C-6.1 STORM DRAINAGE DETAILS - _ - -____ _ ---- --------------------------------------------- STORM DRAINAGE DETAILS C-6.2 STORM DRAINAGE DETAILS C-6.3 C-7.0 STORM DRAINAGE DETAILS WATER DETALS C-7.1 C-7.2 WATER DETALS WATER DETALS C-7.3 WATER DETALS C-8.0 C-8.1 PAVING AND SITE DETAILS PAVING AND SITE DETAILS C-8.2 PAVING AND SITE DETAILS 3-LANDSCAPE L101 CALLOUT PLAN L102 L111 HARDSCAPE LAYOUT PLAN LAYOUT PLAN L121 L122 IRRIGATION PLAN IRRIGATION SCHEDULE L131 PLANTING PLAN L132 L133 PLANTING PLAN - ENLARGEMENT PLANT SCHEDULE L134 INSTALLATION DETAILS & GREEN FACTOR 4 - ARCHITECTURAL SITE PLAN AS101 ARCHITECTURAL SITE PLAN 5-ARCHITECTURUAL A100 A101 LEVEL P1 BELOW GRADE PARKNG RETAIL + PARKING PLAN A102 RESIDENTIAL 1 PLAN A103 Al04 RESIDENTIAL 2 PLAN RESIDENTIAL 3 PLAN A105 ROOF PLAN A120 A121 ENLARGED UNIT PLANS ENLARGED UNIT PLANS Al-22 A123 ENLARGED UNIT PLANS ENLARGED UNIT PLANS A124 ENLARGED UNIT PLANS A125 A126 ENLARGED ADA UNIT PLANS ENLARGED ADA UNIT PLANS A201 OVERALL EXTERIOR ELEVATIONS A202 A203 OVERALL EXTERIOR ELEVATIONS_ BUILDING SECTIONS A204 A205 BUILDING SECTIONS EXTERIOR ELEVATIONS A206 EXTERIOR ELEVATIONS A300 A301 VERTICAL CIRCULATION & SHAFTS VERTICAL CIRCULATION & SHAFTS A302 VERTICAL CIRCULATION & SHAFTS A400 A401 WALL SECTIONS WALL SECTIONS A402 A600 WALL SECTIONS DOOR & WINDOW SCHEDULE A601 DOOR SCHEDULE A602 A603 DOOR DETAILS GLAZING DETAILS A801 DETAILS A802 A900 DETAILS ACCESSIBILITY CLEARANCES A900A ACCESSIBILITY A901 ENLARGED UNIT KITCHEN PLANS & ELEVATIONS A902 ENLARGED UNIT BATHROOM PLANS & ELEVATIONS A903 ENLARGED ADA KITCHEN AND BATH PLANS 6-STRUCTURAL S100 S101 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES S102 SPECIAL INSPECTION SCHEDULE S200 S201A PARKING LEVEL/FOUNDATION PLAN LEVEL 1 FRAMING/MILD REINFORCING PLAN S201 B S202A LEVEL 1 FRAMING/POST TENSION PLAN LEVEL 2 FRAMING/MILD REINFORCING PLAN S202B LEVEL 2 FRAMING/POST TENSION PLAN S202C S203 LEVEL 2 WOOD FRAMING PLAN ------------------------------------------------------------- LEVEL 3 FRAMING PLAN S204 LEVEL 4 FRAMING PLAN S205 S300 ROOF FRAMING PLAN TYPICAL CONCRETE DETAILS S301 TYPICAL CONCRETE DETAILS S302 PORT -TENSION CONCRETE DETAILS S303 CONCRETE DETAILS S304 CONCRETE DETAILS S400 S401 TYPICAL WOOD DETAILS TYPICAL WOOD DETAILS S402 S403 TYPICAL WOOD FLOOR DETAILS TYPICAL WOOD ROOF DETAILS 7--MECHANICAL M000 MECHANICAL LEGENDS & ABBREVIATIONS M010 MECHANICAL NOTES & SPECIFICATIONS M020 MECHANICAL NOTES & SPECIFICATIONS M050 MECHANICAL SCHEDULES M200 M201 MECHANICAL PLAN - PARKING LEVEL MECHANICAL PLAN - LEVEL 1 M202 MECHANICAL PLAN - LEVEL 2 M203 M204 MECHANICAL PLAN - LEVEL-3 MECHANICAL PLAN - LEVEL 4 M205 MECHANICAL PLAN - ROOF M500 M501 MECHANICAL DETAILS MECHANICAL DETAIL - GREASE EXHAUST 8 - ELECTRICAL E000 ELECTRICAL LEGENDS AND ABBREVIATIONS _E010 _E050 ELECTRICAL RISER DIAGRAM ELECTRICAL MEP SCHEDULE E100 ELECTRICAL P&LV PLAN - SITE E200 E201 ELECTRICAL P&LV PLAN -PARKING PARKING 1 ELECTRICAL P&LV PLAN - LEVEL 1 E202 ELECTRICAL P&LV PLAN - LEVEL 2 E205 ELECTRICAL P&LV PLAN - ROOF E400 ENLARGED UNIT PLANS _E500 E1.00 ENLARGED ELECTRICAL ROOMS SITE LIGHTING PLAN E1.01 PHOTOMETRICS E1.02 E1.03 LIGHTING SCHEDULE AND DETAILS RENDERED SITE PLAN 9 - PLUMBING P010 PLUMBING CALCULATIONS P011 PLUMBING MATERIALS MATRIX P050 P060 PLUMBING SCHEDULES PLUMBING SCHEDULES P200 P201 -PLUMBING PLAN - PARKING 1 PLUMBING PLAN - LEVEL 1 P202 PLUMBING PLAN - LEVEL 2 P000 P2B PLUMBING LEGENDS AND ABBREVIATIONS PLUMBING PLAN - BELOW GRADE P203 PLUMBING PLAN - LEVEL 3 P204 PLUMBING PLAN - LEVEL 4 P205 PLUMBING PLAN - ROOF P500 P501 PLUMBING DETAILS PLUMBING DETAILS P600 DOMESTIC WATER RISER DIAGRAM P601 NATURAL GAS RISER DIAGRAM 10 - BUILDING ENVELOPE BE000 INDEX, GENERAL BE NOTES AND SCHEDULES BE100 BELOW GRADE DETAILS BE200 AT -GRADE DETAILS BE300 WALL AND SOFFIT DETAILS BE400 WINDOW WRAP SEQUENCE BE401 BE402 SWIP DOOR WRAP SEQUENCE KNIFE PLATE WRAP SEQUENCE BE403 PENETRATION WARP SEQUENCE BE500 BE900 WALL AND WINDOW DETAILS ROOF DETAILS 12 - INTERIOR DESIGN 1-0.1 COVER 1-1.1 1-1.2 1-1.3 LOBBY FINISH PLAN LOBBY FINISH RCP AMENITY LOUNGE FINISH PLAN & RCP I-1.4 1-1.5 FITNESS FINISH PLAN & RCP COMMON AREAS FURNITURE PLANS 1-1.6 TYPICAL CORRIDOR FINISH PLAN 1-2.1 LOBBY INTERIOR ELEVATIONS 1-2.2 LOBBY INTERIOR ELEVATIONS I-2.3 1-2.4 RES. CORRIDORS AMENITY LOUNGE INTER. ELEVS. INTERIOR ELEVATIONS 1-2.5 INTERIOR ELEVATIONS 176.1 1-6.2 INTERIOR SCHEDULES INTERIOR SCHEDULES 1-8.1 INTERIOR DETAILS 1-8.2 INTERIOR DETAILS 0 studOMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT CORRECTIONS #1 07/14/2017 APPROVAL BY: DRAWN BY: AB / AW CHECKED BY: CD SHEET CONTE TITLE SHEET, GENERAL NOTES 9, CODE SHEET SHEET NUMBER GOO 1 Fire Flow 1. Fire flow must be met per IFC appendix B prior to combustible construction. Use total square footage of Type V construction, including everything under a horizontal projection. There is a 50% reduction for sprinkled building. 2. Installation of on -site hydrant required. Fire/Life Safety Systems 1. Full NFPA 13 Fire Sprinkler System required. All Decks shall be sprinkled. 2.Standpipes required in both stairwells and at roof level, and also in South side "terrace" area. Standpipes must be wet and combined with sprinkler system. 3. Fire Dept Connection must be in approved location near hydrant to be installed. 4. NFPA 72 Addressable Fire Alarm required. Smoke detection required in all corridors, common areas, and at tops of stairwells. Main Fire Alarm Panel must be in Sprinkler Riser room, with annunciator panel at main lobby doors. 5. Emergency Responder Radio signal strength must be 95dbs in 95% of each floor of the building and 99% in elevators. See IFC 510 for further compliance. 6.An emergency generator is required, and must be a Level 1, Type 10, Class 2. And must be installed and tested under NFPA 110. 7. Fire Extinguishers required per IFC 906. Fire Department Access 1. Recessed Fire Dept Key Box required at main door and if Riser Room has exterior access, a key box will be required there also. 2. Elevator must be able to accommodate a stretcher 24"x84". See IBC 3002.4 for further. 3. If parking garage has automatic gate, a Fire Dept Key switch is required. 4.Address must be posted and numbers be minimum 6" tall, reflective and in a contrasting color. Review Comments - Fire connection permit is required for the installation of the underground supply for your fire protection system. underground design plans and details must be stamped by registered pe or a level iii (wa) fire sprinkler contractor and the installer must also stamp the plans. the installer must be either level iii or level "u" fire sprinkler contractor licensed by the state. provide three copies of plans showing all valves, vault location, post indicating valve, fire department connection and piping to include size and material, hydraulic calculations, thrust blocking with calculations, pipe bury depth and any and all other materials used and their fire protection listings. rcw 18.160.070 / rcw 18.27.110 - Order fd1 knoxbox access and keyswitches through www.knoxbox.com for snohomish county fire district 1 series. - Sprinkler riser room , fire alarm control panel will be collocated with sprinkler riser here. - Provide Sprinkler Control Signage. - Incorporate Class I standpipe with sprinkler design and permit. IFC 905.3.1 (exc1). Contact: SNOHOMISH COUNTY FIRE DISTRICT #1, CONTACT IS FIRE MARSHAL KEVIN ZWEBER, 425.775.7720 1. It is the responsibility of the contractor to ensure compliance and conformance with the various provisions within applicable CITY DESIGN STANDARD ECDC BUILDING AND STRUCTURAL 2015 IBC MECHANICAL 2015 IMC ELECTRICAL 2012 IEC - WAC 296-46B ENERGY 2015 WSEC PLUMBING 2015 UPC FIRE/LIFE SAFETY 2015 IFC ACCESSIBILITY 2009 ICC A117.1 (2015 IBC) SPRINKLER SYSTEMS NFPA 13 ENVIRONMENT WAC197-11 (SEPA) The aboveTst of codes and ordinances is for refe and is not intended to be exhaustive or complete. 2. Safety: contractor shall be responsible for all required safety precautions and the methods, techniques, sequences, or precedures required to perform the work. 3. Changes: contractor initiated changes shall be submitted in writing to the architect and structural engineer for approval prior to fabrication or construction. Changes shown on shop drawings only will NOT satisfy this requirement. 4. Project drawings indicate general configuration of construction. Where conditions require specific detail information not included with these drawings, it is the Contractor's responsibility to confirm intent with the Architect before proceeding with construction. 5. All structural systems (such as trusses) which are to be composed of components to be field erected shall be supervised by the supplier during manufacturing, delivery, handling, storage, and erection in accordance with instructions prepared by the supplier. 6. Studio Meng Strazzara assumes no responsibility as to the physical characteristics of the soils. 7. Studio Meng Strazzara assumes no responsibility for, nor verifies the accuracy of, any engineering data supplied by others. 8. Contractor to verify and coordinate all dimensions among all drawings prior to construction. Written dimensions take precedence over scaled lengths and heights in all cases. 9. In the event of discrepancies or contradictory information in the drawings, notes, or specifications, it is the obligation of the contractor to notify the architect of same and to obtain clarification from the architect before proceeding with the work. Any work done by the contractor after discovery of such discrepancy shall be done at the contractor's risk. 10. All contract documents pertaining to this project are to be considered and interpreted for bidding and contraction purposes as a complete whole. No part of the contract documents shall be distributed, considered, or used in any way independent of the complete set of documents. 11. The architect shall have final authority with regard to interpretation of the intent and spirit of the contract documents. 12. Bidder Design System, fire protection & alarm system to be bidder designed. Sub -contractors designated to accomplish bidder desgn will be responsible for the preparation of drawings and applications for appropriate required permits (see applicable codes list). 13. In rooms not provided with an operable window of 1.5 sq.ft. in area or greater, a mechanical ventilation system, capable of providing 5 air changes per hour, shall be provided. 14. Exhaust Fans: Exhaust fans vented to the exterior are required in all the following locations: bathrooms, powder rooms, laundry rooms, and kitchens. Venting to be installed in accordance to IMC 15. N/A 16. Tile for showers to be 6' min. above drain inlet with water resistant backing. (IBC sec. 1210.3) 17. N/A 18. Provide semi -recessed fire extinguisher cabinets to be located per code & fire marshal) approval. 19. HVAC Units: When HVAC units or water heaters are placed in an area susceptible to moisture, all pilot lights, burners, switches, or heating elements shall be located at least 18" above the floor slab. Provide seismic anchor straps for all water heaters. 20. Application and installation of insulation and vapor barriers shall comply with current Washington State thermal insulation standards. 21. Non -recirculating hot and cold water pipes located in unconditioned spaces shall be insulated to R-3 minimum. (WSEC sec. 503.11) 22. N/A 23. Safety glazing shall be installed in areas subject to human impact according to IBC section 2406 : 1) Glazing in swinging doors, except jalousies 2) Glazing in fixed or sliding panels of sliding door assemblies and panels in sliding and bifold closet door assemblies. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bath tubs, and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches measured vertically above any standing or walking surface. 6) Glazing in an individual fixed or operable panel adjacent to a door where the nearest exposed edge of the glazing is within a 24 inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in Items 5 and above that meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Bottom edge less than 18 inches above the floor. 7.3 Top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of glazing. 8) Glazing in guards and railings, including structural baluster panels and nonstructural in -fill panels, regardless of area or height above a walking surface. 9) Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where the bottom is less than 60 inches above a walking surface and within 60 inches horizontally of the water's edge. This shall apply to single glazing and all paned in multiple glazing. 10) Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface; when the exposed surface of the glass is than 60 inches above the plane of the adjacent walking surface. 11) Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed surface of the glass is less than 60 inches above the nose of the tread. 12) Fire department glass access panels shall be of tempered glass. For insulating glass units, all panes shall be tempered glass. EXCEPTIONS: The following products, materials and uses are exempt from the above hazardous locations: 1) Openings in doors through which a 3 inch sphere is unable to pass. 2) Decorative glass in item 1, 6 or 7. 3) Glazing materials used as curved glazing panels in revolving doors. 4) Commercial refrigerated cabinet glazed doors. 5) Glass panels complying with Section 2101.25. 6) Louvered windows and jalousies complying with the requirements of Section 2403.5 7) Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. 24. See Geotechnical Report for drainage requirements. Provide clean -outs such that all portions of drainage system can be adequately cleaned. Site drainage to conform to all local regulations and ordinances. Tight -line all roof drains to storm sewer system or approved discharge when storm sewers are not available. Do not connect foundation and retaining wall perimeter/footing drains tight -line to roof drain tight -lines or other site drainage. Finish grade at the building face to have a positive slope away from the building. All site hard surfaces to have a minimum slope of 1/4" in 12" to drains unless noted otherwise. 25. All insulation materials, including facings, shall have a flame spread rating not to exceed 25 and a smoke density not to exceed 450 when tested in accordance with ASTM E 84. (IBC sec. 719) 26. Provide flashing as stated in specifications at all roof/wall intersections, roof/chimney intersections, and roof curbs. Provide said flashing at all horizontal interruptions of siding finishes. Flashing and waterproofing/ damp -proofing as shown in the waterproofing drawings (when provided) supersede that shown in the architectural drawings. 27. All exterior wall glazing shall be minimum double -glazed and comply with the Washington State Energy Code requirements. 28. Exterior wood framed decks and other wood framed structures exposed to weather: all wood shall be pressure treated to current American Wood Preservers Institute standards. This includes all plywood, trusses, sawn members, glued -laminated members, etc., unless noted otherwise. All nails and connectors shall be heavy -coat galvanized and to be compatible with wood treatement products. 29. Fireblocking and draft stopping shall be installed in combustible locations in accordance with IBC Section 717. Fireblocking shall comply with Section 717.2. Draftstopping in floor/ceiling spaces and attic spaces shall comply with Section 717.3 and 717.4, respectively. 30. Guardrails shall be placed at all un-enclosed floor and roof openings, landing ramps, balconies, decks or porches which are more than 30" above finished grade or floor below. Tops of guardrails shall not be less than 42" in height. Open guardrails shall have intermediate rails or ornamental patterning which will not allow the passage of a 4" sphere. (IBC sec. 1012-Handrails & 1013 Guards) 31. Handrails shall be provided at every stairway and ramp. Tops of handrails shall be placed not less than 34" nor more than 38" above the nosing of treads or ramp slope. Handgrip portions of handrails shall be not less than 1 1/4", nor more than 2", in cross -sectional dimension andshall terminate in walls or newel posts. (IBC sec. 1012) 32. Provide sound attenuation board and blankets as noted on plans and specifations. 33. Walls or portions thereof that retain earth and enclose interior spaces and floors below grade shall be waterproofed and damp proofed in accordance with IBC Section 1807. 28. Exterior wood framed decks and other wood framed structures exposed to weather: all wood shall be pressure treated to current American Wood Preservers Institute standards. This includes all plywood, trusses, sawn members, glued -laminated members, etc., unless noted otherwise. All nails and connectors shall be heavy -coat galvanized and to be compatible with wood treatement products. 29. Fireblocking and draft stopping shall be installed in combustible locations in accordance with IBC Section 717. Fireblocking shall comply with Section 717.2. Draftstopping in floor/ceiling spaces and attic spaces shall comply with Section 717.3 and 717.4, respectively. 30. Guardrails shall be placed at all un-enclosed floor and roof openings, landing ramps, balconies, decks or porches which are more than 30" above finished grade or floor below. Tops of guardrails shall not be less than 42" in height. Open guardrails shall have intermediate rails or ornamental patterning which will not allow the passage of a 4" sphere. (IBC sec. 1012-Handrails & 1013 Guards) 31. Handrails shall be provided at every stairway and ramp. Tops of handrails shall be placed not less than 34" nor more than 38" above the nosing of treads or ramp slope. Handgrip portions of handrails shall be not less than 1 1/4", nor more than 2", in cross -sectional dimension andshall terminate in walls or newel posts. (IBC sec. 1012) 32. Provide sound attenuation board and blankets as noted on plans and specifations. 33. Walls or portions thereof that retain earth and enclose interior spaces and floors below grade shall be waterproofed and damp proofed in accordance with IBC Section 1807. 34. Site drainage to conform to all local regulations and ordinances. Tight -line all roof drains to storm system or approved discharge per Civil. Do not connect foundation and retaining wall perimeter/footing drains tight -line to roof drain tight -lines or other site drainage unless per Civil. Finish grade at the building face to have a positive slope away from the building. All site hard surfaces to have a minimum slope of 1/4" in 12" to drains unless noted otherwise. 35. Hose bibs: Provide all hose bibs, as shown on plans, with non -removable vacuum breakers. 36. Grab bars, transfer seats, and other wall items to have solid blocking at connection points. 37. All hot water tanks shall be equipped with: a. Pressure relief valve discharging to the exterior of the building and terminating 6" to 24" above grade. (IPC 1007(e)) b.Tie-backs and straps to prevent seismic displacement. (UPC 1310(e)) c. Thermal expansion tank if the water system is equipped with a pressure reducing valve or a check valve. (UPC 1007(e)) 38. General contractor shall be responsible for coordinating all work including additional permits and subcontractor work. 39. Contractor shall be responsible for coordinating all building inspections with local jurisdiction in authority. 40. Contractor shall clean all surfaces prior to occupancy. 41. Contractor shall maintain a trash bin in an area designated by the owner's representative for the collection of all construction debris. Contractor shall dispose of all debris and remove trash bin prior to occupancy. 42. Contractor and sub -contractors shall mark drawings for as- builts. Mechanical, electrical, plumbing, and fire drawings to be revised for as -built conditions by their respective authors. Submit final as -built reproducible drawings to owner's representative. 43. All exterior joints shall be sealed, caulked, gasketed, or weather-stripped to limit air leakage in the following locations, per WSEC 502.4.3 : a. windows and door frames b. openings between walls and foundations c. between walls and roof d. openings at penetration of utility services e. all other openings in the building envelope 44. Stairway signage is required at each stair per IBC 1011.1. These signs must include the Stair Identification Number, the Floor Number, the Termination of the top and bottom of the Stair, the Story, whether there is roof access and direction of exit discharge to the sign. The signs should be located in the exit enclosure at each floor. 45. Where vertical cuts are not suitable for construction along the south property line, temporary shoring will be required. The contractor shall submit temporary shoring drawings to the city for review. StUC:I IC`MENG STRAZZARA ARCHITECTURE PLA. "NC 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER • •VITA I• • 10032 EDMONDS WAY EDMONDS, WA, 98020 ISSUED FOR: TITLE KEY PLAN PROJECT NUMBER 15311 F= BUILDING PERMIT SET 03/17/2017 BLDG PERMIT CORRECTIONS #1 1 07/14/2017 let»Z•1�%��c�'� DRAWN BY: AB j AW CHECKED BY: CD SHEET CONTE C �� P1 CODE PLAN 1 /32" = V-0" L2-L3 CODE PLAN 1 /32" = V-0" � T TRANSPARENCY CALCULATION (22.110.015.4): FACADE BETWEEN 2' AND 10' ABOVE SIDEWALK = 624 SF TRANSPARENT FACADE = 373.7 SF (373.7/624) X 100% = 59.9% > 40% MIN. O.K. T � HATCHED AREA INDICATES TRANSPARENT PORTION OF FACADE BETWEEN 2' AND 10' ABOVE SIDEWALK L1 CODE PLAN 1 /32" = V-0" ej W.11 ON 100 10 Ll --- -111/ - ---------------- 8'-4" ------------ - -------------------------- / 5'-71/2" 8'-4" - -------------------- 8'-4" - - --------- 5'-71/2" _;- -------- --- 8'-4" / ----------------- ---------------------------- GLAZING TRANSPARENCY CALCULATIONS 1 /8" = 1'-0" LEVEL P1 IF- 308' - 0" CODE SECTION 1 /16" = V-0" LEVEL 2 /1 329' - 0" LEVEL 1 316'-0" CONSTRUCTION TYPE [SEPARATION ' LEVELS: P1,L1 : TYPE IA - FULLY SPRINKLERED (NFPA 13) LEVELS: L2,L3,L4 : TYPE VA - FULLY SPRINKLERED (NFPA 13 FIRE RESISTANCE RATING FOR BUILDING ELEMENTS (TABLE 601) SEE ASSEMBLY TYPES FOR FIRE RESISTANT RATINGS BUILDING ELEMENT TYPE IA TYPE VA PRIMARY STRUCTURE 3 1 BEARING WALLS EXTERIOR 3 1 INTERIOR 3 1 NONBEARING WALL 0 0 FLOOR CONSTRUCTION 2 1 ROOF CONSTRUCTION 1 1 TYPE IA CONSTRUCTION AREA WILL HAVE SEPERATED OCCUPANCIES: S-2, U Al OCCUPANCIES WILL BE SEPERATED BY 1 HOUR RATED FIRE BARRIERS - PER IBC 508.4 THE L D BETWE N TYPE I AND VA I REQIRE TO BE: R RATED ER 510.2 DISTRIBUTION OF TYPE A UNITS ZONE A BUILDING PROPORTIONAL DISTRIBUTION TYPE A UNIT REQUIREMENTS - STUDIO - 5% OF UNITS 40 OVERALL (44% OF OVERALL) 1TYPE A (20% OF TYPE A) 5% OF 91 IS 4.55 - 5 UNITS PROVIDED - OPEN BEDROOM - 240VERALL (26% OF OVERALL) TYPE A UNIT #'S: 1 TYPE A (20% OF TYPE A) 204, 322, 334, 407 and 424 - ONE BEDROOM - 19 OVERALL (21 % OF OVERALL) 1 TYPE A (20% OF TYPE A) - OPEN BEDROOM + DEN - 3 OVERALL (3% OF OVERALL) 1 TYPE A (20% OF TYPE A) - TWO BEDROOM - 5 OVERALL (6% OF OVERALL) 1TYPE A (20% OF TYPE A) EXIT WIDTH REQUIREMENT (SPRINKLERED) IBC 1005.3 STAIR WIDTH IS 0.2" PER OCCUPANT 4'4" (48") WIDTH PROVIDED AT STAIRS 48" / 0.2" = 240 MINIMUM OCCUPANTS > 83, OK EGRESS COMPONENT WIDTH IS 0.15" PER OCCUPANT 36" EXIT DOOR WIDTH PROVIDED 36" / 0.15" = 240 MINIMUM OCCUPANTS >83, OK SPACE OCCUPANCY Pi EXERCISE 750 SF/50 = 15 OCC PARKING GARAGE S-2 STORAGE (ACCESSSORY S-2) TRASH/RECYCLE U (ACCESSSORY S-2) LEVEL 1 PARKING GARAGE ROOF DECK RETAIL T�TJACCESSSORY 355 SF/15 = 24 OCC ELECTRICAL ROOM R-2) LOBBY B (ACCESSSORY R-2) TRASH/RECYCLE/STORAGE U (ACCESSSORY S-2) LEVEL 2-3 APARTMENTS R-2 LEVEL 4 APARTMENTS R-2 EXERCISE ACCESSSORY R-2 ROOF DECK ACCESSSORY R-2 LOAD FACTOR 200 GROSS 300 300 0000 GROSS 100 300 200 GROSS 50 GROSS 15 SF PATH OF EGRESS 11 KEY NOTE �5T OCCUPANCY LOAD FEC FIRE EXTINGUISHER CABINET 24 EXIT EGRESS LOAD (K� KNOX BOX TRAVEL DISTANCE / 5J COMMON PATH e EXIT SIGN (SEE KEYNOTES) CA 1 SIGNAGE, SEE LIST ---------. 1 H FIRE RATED WALL ....... 2H FIRE RATED WALL - 3H FIRE RATED WALL 1. TYPE 1-A LEVEL P1 & L1 1 EXIT SEPARATION 1007.1.1 (2) @ L1 264'-7" = DISTANCE OF DIAGONAL 88'-2"=1/3 DISTANCE OF DIAGONAL 2 90'-0"= DISTANCE BETWEEN EXITS PROVIDED > 88'-2" OK 3 EXIT SEPARATION 1007.1.1 (2) @ L1 180'-9" = DISTANCE OF DIAGONAL 60'-3" =1/3 DISTANCE OF DIAGONAL 4 96-7"' = DISTANCE BETWEEN EXITS PROVIDED > 60'-3" OK 5 EXIT ACCESS TRAVEL DISTANCE W/ SPRINKLERS TABLE 1017.2 S-2, 400' MAX FURTHEST DISTANCE TO EXIT PROVIDED 203'-7" < 400 - OK 6 1006.2.1 (F) COMMON PATH S-2 SPRINKLERS =100' MAX DISTANCE PROVIDED 83' < 100' - OK 7 CORRIDOR WIDTH TABLE 1020.2 44" WIDE MINIMUM REQUIRED 64" PROVIDED > 44" OK 2. TYPE V-A L2-L4 - KEY NOTES 15 EXIT SEPARATION 1007.1.1 (2) @ L2-L3 279'-3" = DISTANCE OF DIAGONAL 93'-1" =1/3 DISTANCE OF DIAGONAL 16 142'-11" = DISTANCE BETWEEN EXITS @L2-L3 PROVIDED > 93'-1" OK 17 EXIT SEPARATION 1007.1.1 (2) @ L4 259'-0" = DISTANCE OF DIAGONAL 864" =1/3 DISTANCE OF DIAGONAL 18 DISTANCE BETWEEN EXITS @L4 135 4' = DISTANCE BETWEEN EXITS PROVIDED> 86'-4"' OK 19 EXIT ACCESS TRAVEL DISTANCE W/SPRINKLERS TABLE 1017.2 R-2, 250' MAX FURTHEST DISTANCE PROVIDED 196' < 250' OK 20 1006.2.1 (F) COMMON PATH R-2 SPRINKLERS =125' MAX FURTHEST DISTANCE PROVIDED 43'6" < 125' OK 21 CORRIDOR WIDTH TABLE 1020.2 44" WIDE MINIMUM REQUIRED 48" + PROVIDED > 44" OK 4. BUILDING SECTION KEY NOTES 34 IBC 510.2 HORIZONTAL BUILDING SEPARATION 3HR TYPE 1A, 2- STORIES 4 STORIES TYPE V-A ABOVE. 35 IBC 420.2 SEPARATION WALLS,1 HR BETWEEN DWELLING UNITS 8 CORRIDOR WIDTH 1020.2 MIN. 36" W/ OCCUPANT LOAD < 50 STAIR WIDTH 1011.1 MIN. 36" W/ OCCUPANT LOAD < 50 9 ELEVATOR LOBBIES 1016.2 NOT EQ W/ INKLE PROVIDED 10 PLUMBING FIXTURE COUNT 2902.1 LOBBY M ACCESSORY USE (1 per 500) 1,963 SF/500sf/occ = 4 OCC 1 UNISEX RESTROOMS W/ ONE W & 1 LAV 11 REFUSE TERMINATION ROOM 713.2 (2) HR SEPARATION W/ 90 MIN SELF CLOSING DOOR 12 ELEVATOR SIZED TO ACCOMMODATE STRETCHER PER 3002.4 13 FIRE EXTINGUISHER SEMI- RECESSED/SURFACE MOUNT CAB. PER WALL TYPE. 14 EXIT ENCLOSURE @ STAIR 1023.1 2 HR WALLS 14B EXIT DISCHARGED THROUGH AREAS PER 1008.2.2 22 ELEVATOR LOBBY 1016.2 W/SPRINKLERS NOT REQUIRED 23 REFUSE CHUTE 713.2 2 HOUR ENCLOSURE W/ UL-B SELF CLOSING ACCESSIBLE REFUSE DOOR, TYP. EACH LEVEL SERVED 24 TRANSFORMER WALL STRUCTURE RATED 3-HR 25 FIRE EXTINGUISHER: SEMI- RECESSED/SURFACE MOUNT CAB. PER WALL TYPE. 27 PLUMBING FIXTURE COUNT T2902.1 AREA SERVED, B ACCESSORY USE 200SF III OCC X605SF=3OCC 1.5 M /1.5 F, UNISEX RESTROOM W/ ONE WC & 1 LAV 28 ELEVATOR SIZED TO ACCOMMODATE STRETCHER PER 3002.4 29 TWO-WAY COMMUNICATION SYSTEM PER 1009.6.5 30 EXIT ENCLOSURE @ STAIR 1023.1 2 HR WALLS 36 IBC 420.3 HORIZONTAL SEPARATION 1 HR BETWEEN DWELLING UNITS 37 EXIT ENCLOSURE @ STAIR 1023.2 2 HR WALLS 39 PARAPET,1 HOUR AT ROOF SIDE PER BUILDING SEPARATION 40 2HR FLOOR @ TYPE 1A ELEVATOR CAR TO ACCOMMODATE AMBULANCE STRETCHER PER IBC 3002.4 P1 S-2 / R-2 UNLIMITED TYPE 1A LEVEL 1 S-2 / R-2 UNLIMITED TYPE 1A LEVEL 2-3 R-2 4 TYPE VA LEVEL 4 R-2 4 TYPE VA PROJECT BUILDING AREA TYPE V-A & TYPE I -A **SEE BUILDING AREA MODIFCATIONS FOR STORY AND HEIGHT INCREASES WHEN UTILIZED: UL 10,448 SF UL 12,600 SF 36,000 SF 21,295 SF OK (PER STORY) 36,000 SF 17,568 SF OK (PER STORY) (SEE ABOVE) TIT MENG ARCHITECTURE PLANN NG i CON5ULTNG 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE KEY PLAN PROJECT NUMBER 15311 ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT CORRECTIONS #1 1 07/14/2017 APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker SHEET'CONTE CODE COMPLIANCE SHEET NUM E C o � ITIAX MEIGAT — 36 1�- �O� 359'- 0" CORR. RESIDENTIAL UNIT �TAIR #1 _LEVEL 4 349-1- 01-1 LEVEL �3vf339'-O_ LEVEL 329-1- 0-11 LEVEL 3-16 _'- 0 1-1 rh LEVEL P1 308-1- Off HEIGHT DIAGRAM 1/8" = 1 1-011 98" MIN. VERTICAL CLERANCE FOR VAN ACCESSIBLE PARKING, ACCESSIBLE AISLES, AND ACCESIBLE VAN VEHICULAR ROUTES. NO INTRUSIONS INTO THE CLEAR SPACE PERMITTED. LEVEL 11 316'- Off VAN CLEARANCE 1/8" = 1 1-011 Z� RESIDENTIAL COMMUNITY SPACE 1 0'_ 0 3/4" ---- -------------------------------- --- — -------------- 10'SET ACK @ FOURTH STORY PER EDC 22.110.090 RESIDENTIAL UNIT 10& �vi �01 -0 ca 0 IL _q 0— o F- F- z L6 o o 0 of Z < LL W U) c-� F- < < M C14 W W r) < F- () C)f ry z W Uj (D C) �— � W n r CO z v Uj U) AL �40S Wo 0'q PROJUT PL (ABOVE) KEY SECTION _L4 _L3 L2 Ll GRAPHI(S(ALE 20D' v PARKING KEY RESID - 133 stallsprovd ECDC 16.110.020.D.2 (35 below-gra& shown) PARKING PLAN 01 12" = if-Ofl 3 PARKING PLAN — 02 12'1 = 1 1-011 ACCESSIBLE PARKING MERCANTILE M USE STALLS PROVIDED = 8 STALLS, 1 ACCESSIBLE STALL REQUIRED RESIDENTIAL R-2 USE STALLS PROVIDED = 23 STALLS @ 2%, 1 ACCESSIBLE STALL REQURED TOTAL REQUIRED 2 STALLS STRUCTURED PARKING: TOTAL PROVIDED 2 STALLS (1 VAN) RESIDENTIAL R-2 USE P1 STALLS PROVIDED = 35 STALLS Ll STALLS PROVIDED = 52 STALLS TOTAL 87 STALLS @ 2%, 2 ACCESSIBLE STALLS REQURED TOTAL PROVIDED 2 STALLS. (I VAN) ON -GRADE EXISTING OFF -SITE PARKING: MERCANTILE M USE STALLS PROVIDED = 96 STALLS, @ 2% 2 ACCESSIBLE STALL REQUIRED TOTAL PROVIDED 3 STALLS (I VAN) stud"MENG STRAZZARA ARCHITECTURE PLANNING CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC TITLA Westgate Edmonds 10032 EDMONDS WAY EDMONDS, WA, 98020 an STAMP KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 ----- - - — — ---------- - ---- -- — ----- BLDG PERMIT -CORRECTIONS -#lL- APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker SHJ CONTE CODE COMPLIANCE SHEET NUM G0021 FIRE SEPARATION DISTANCE DEGREE OF OPENING: ALLOWABLE (feet) PROTECTION AREA°' r.L, proterte , N ons r rrkIerE:U (UP, ���'=,� CSC �?�`;`irBt�e���; 0', to less than _ ~'_ �, Unprotected, Sp�lnklerec; tiblP, Ssi Nat Permittedk Protected (P) Not Permitted' Unprotected, NIvns r.rxlery (IJI N') 3 to less than 5d, e. g r� ��,-yv Uln, Grote tee, Sp ink�.lered (UP, S)l 1 Protected (P) 15,E Unprotected, Nonspr4i lered }U`F NS) 5•tic sstlia 1Lr�.r.s 5t, ��nr�otect&k�: aPr rcrklee�„� (��LF', �, 25 Plr tamed (P) 25'4f Unprotected, Nonssr'MkIered (UP, 5) � 1 to n li2ss than t5= fi. A Unprotected, SFr<rrxlered (UP, S)' 15 Protected P) 4521, Unprotected, Nons r's,.,Iere (UP, N S) Y5 15 to „ess than 20 &1 r � g q Urr rotected, _prin°:lered ( P, S)' 75F=t Protected l=Fwr 7 5;Ab I npri`kt'Urr;.u` d N8,8r spr'M'klere (U'R N5) 0 tY».kek_s th an 25 , ` Urrproterted, SPA jnklr ed (UP, S)" No L'Imit Protected (FI) No L=mit _ Un rt.)tected, I` onsFr,rikIered 25to ii ss trhan 30 C kl i �t Pr I..:rd 9%�'r�"'�ect&`��ar ,:Sri��86+.i`��',=n'�.d a, t.'c", _3) No L�,r'i''It Protected(() N o L;mit; r,.,nprotetter?, Noes ri kIered �, L��n L.r-r;it 30 or greater Un rotectea, SprinI,.rers:_r (UP, S)k C Lrrrrt Protected (Fk No Lamit MAX NEIGH I 361' - 0" ROOF \ 359' - 0" v LEVEL 4 �\ 349' - 0" V ---------------------------- x CV , N � Cl) = LEVEL8!� 339' - LEVEL 2 10'<X<15' € i o r \ 0= _ LEVEL 1 � ,._ R 4'-51/16" 13'-4" 316' - 0" EAST FACING FACADE OPENING CALCULATION PER TABLE 705.8 1 /8" = 1'-0" 14' -1 7/8" 25-9" PER IBC TABLE 705.8, THE MAXIMUM EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION 10'< X <15' FOR UNPROTECTED SPRINKLERED BUILDINGS IS 45% ALLOWABLE OPENING AREAS WALL OPENING AREA OPEN AREA WALL AREA SF 290 SF = 26% < 45% = OK PER IBC TABLE 705.8, THE MAXIMUM EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION 15'< X <20' FOR UNPROTECTED SPRINKLERED BUILDINGS IS 75% ALLOWABLE OPENING AREAS WALL OPENING AREA =OPEN AREA WALL AREA 87 SF = 30% < 75% = OK 289 SF 11' - 5 5/8" MAX HEIGHT 361' - 0" PER IBC TABLE 705.8, THE MAXIMUM EXTERIOR WALL OPENINGS BASED FIRE ROOF SEPARATION DISTAONCE AND 359' - 0" DEGREE OF OPENING PROTECTION 10'< X <15' FOR UNPROTECTED SPRINKLERED BUILDINGS IS 45% ALLOWABLE OPENING AREAS 349- O" V WALL OPENING AREA = OPEN AREA % WALL AREA 513 SF = 40% < 45% = OK 1295 SF LEVEL 3 N 339'0" I PER IBC TABLE 705.8, THE MAXIMUM EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING i PROTECTION 15'< X <20' FOR \XX 1\7 T j UNPROTECTED SPRINKLERED LEVEL 2 BUILDINGS IS 75% ALLOWABLE ,. OPENING AREAS t F »_; � 329 0 ' ( WALL APENING LL AREA AREA = OPEN AREA % 102 SF 248 SF = 42% < 75% = OK 362 SF LEVEL 1 697SF=52%<75%=OK 15'<X<20' 20'<X<25' 15'<X<20' 316' - 0" BUILDING SEPARATION CODE PLAN 1 If = 20'-0" 76- 0 3/4" 15' < X <20' 1( 20' < X <25' 1 I - ,� PER IBC TABLE 705.8, THE MAXIMUM EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION 15'< X <20' FOR UNPROTECTED SPRINKLERED BUILDINGS IS 75% ALLOWABLE OPENING AREAS WALL OPENING AREA = OPEN AREA % WALL AREA 634 SF = 43% < 45% = OK 1480 SF PER IBC TABLE 705.8, THE MAXIMUM EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION 20'< X <25' AND BEYOND FOR UNPROTECTED SPRINKLERED BUILDINGS IS UNLIMITED ALLOWABLE OPENING AREAS A (ll A .l to /III MAX HEIGHT 361' -CD V ROOF /� PER IBC TABLE 705.8, THE CV CM LEVE339L J�lj _ ' - 0" LEVEL 2 0 ---- 329 0 LEVEL 316 - 0f' N 0 -- \7 \7J CLA__0 359' - O" MAXIMUM EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION 20'< X <25' AND BEYOND FOR UNPROTECTED SPRINKLERED BUILDINGS IS LEVEL 4 � UNLIMITED ALLOWABLE 349' - StUC:I ICMENG STRAZZARA ARCHITECTURE PLANNING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER ,, • •Allik 10032 EDMONDS WAY EDMONDS, WA, 98020 TITLE STAMP KEY PLAN PROJECT NUMBER 15311 ISSUED FOR: DATE: BUILDING PERMIT SUBMITTAL 03.29.17 BLDG PERMIT CORRECTIONS n 06.XX.17 APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker ■ NORM CODE COMPLIANCE SOUTH FACING FACADE OPENING CALCULATION PER TABLE 705.8 1 /8" = 1'-0" WEST FACING FACADE OPENING CALCULATION PER TABLE 705.8 1 /8" = 1'-0" SOUTH WEST FACING FACADE OPENING CALCULATION PER TABLE 705.8 1 /8" = 1'-0" 22 GAUGE METAL SLEEVE. TERMINATE SLEEVE FLUSH WITH FACES OF WALL. PROVIDE 1/2" TO 3/4" ANNULAR SPACE ON ALL SIDES OF PENETRATION. 1" THICK, FILL ANNULAR SPACE WITH RATED MINERAL FIBER. RECESS FIBROUS MATERIAL INTO SLEEVE 1/2" 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 PENETRATING SPEC. FOR ACOUSTICAL AND FIRE RATED SEALANT REQUIREMENTS. DUCT, PIPE OR NOTE: CONDUIT 7 1. NO MULTIPLE PENETRATIONS ALLOWED. FILL AND SEAL EVERY I PENETRATION INDIVIDUALLY. FLIT 2. HANGERS WILL CARRY CONDUIT LOAD INCLUDING CONDUCTORS. FILL AND SEAL PENETRATIONS AFTER CONDUCTORS ARE PULLED TO PREVENT VOIDS IN FIBROUS MATERIAL OR SEALANT. 3. HANGERS SHALL CARRY PIPING LOAD INCLUDING FLUID. FILL AND SEAL PENETRATIONS AFTER FLUID IS ADDED TO PREVENT VOIDS IN FIBROUS MATERIAL OR SEALANT TYPICAL PENETRATION DETAILS NOTE: SECOND LAYER OF GWB ON FIRST LAYER OF GWB NOTE: SECOND LAYER OF GWB ON FIRST LAYER OF GWB REQ FOR ACCOUSTICS ONLY, NOT FIRE RATING REQ FOR ACCOUSTICS ONLY, NOT FIRE RATING FINISH PER FINISH PER SCHED. SCHED. (2) LAYERS FINISH PER SCHED. -FINISH PER FINISH PER (2) LAYER 518° SCHED. 5/8 TYPE X SCHED. TYPE X GWB, JOINTS GWB, JOINTS 2 LAYERS - 1 LAYER 1 LAYER 5/8" TYPE O ( ) O STRUCTURAL STAGGERED (1) LAYER STAGGERED 5/8" TYPE X 5/8" TYPE X WRB PER B.E. 5/8" TYPE X X GWB, JOINTS PANEL PER OR- STAGGERED GWB, JOINTS GWB, JOINTS STRUCT. 2X4 ON SEPARATE GWB PLYWD SHTG. STAGGERED ------ STAGGERED 2X4 PLATES; �. --------------- -- WHERE OCCURS - - PLYWD SHTG. -- 2x WD. FRAMIN OR __ 2X6 WD. 6 G, (1) LAYER 5/8 SPACING PER --2x6 WD. FRAMING PER STRUCT.— SPACING PLYWD HT TYP. U.N.O. PER TYPE X GWB STRUCT. S G FRAMING; SPACING PER PER STRUCT. WHERE OCCURS, SPEC. --------SOUND BATTS SPACING PER STRUCT. _ PER STRUCT. INSUL. FIRE BLOCK PER ACOUSTIC; PLUMBING LINE (1) LAYER STRUCT. 1 2" THICK MIN. I C 10 O.C. MIN —__ INSTALLATION TO RESILIENT ONE SIDE ONLY BATT INSUL. O PLUMBING LINE INSTALLATION COORD. W/ CHANNEL FOR BATTENS FOR TO COORD. W/ ACOUSTICAL ACOUSTICS, BATT INSUL. _ (1) LAYER RAINSCREEN FINISH PER ONLY BEHIND SINK RESILIENT AIR GAP ACOUSTICAL BATT INSUL.-- & TOILET CHANNEL FOR FCB CLADDING 1" AIR GAP SCHED. ACOUSTICS BETWEEN FINISH PER (NOT BEHIND TUB) FINISH PER PER ELEVATIONS PLATES SCHED. SCHED.— -" AND DETAILS�� CORRIDOR UNIT/BATHROOM CORRIDOR UNIT 10 3/8" 6 3/4" OCCURS ERE 7 7/8" varies NON -SENSITIVE SIDE g 5�8 -- NOISE NOISE NON SENSITIVE SIDE SENSITIVE SID STANDARDS STANDARDS STANDARDS SENSITIVE SID STANDARDS STANDARDS FIRE 1HR FIRE NR FIRE 1HR FIRE 1HR FIRE 1HR TEST GAWP 5512 ASSMEBLY TEST NA TEST GAWP 3380 (SIM.) TEST GAWP 3380 (SIM) TEST GAWP 8105 INSL PER ACOUSTIC INSL PER ACOUSTIC INSL PER ACOUSTIC INSL PER ACOUSTIC INSL R-21 STC 63 (W/0 STRUCT SHEETING), 69 (W/STRUCT SHEET) STC PER ACOUSTIC STC 53 PER NRC-CNRC TL-93 003 STC 53 PER NRC-CNRC TL-93-003 STC NA PER NRC CNRC TL-93 283 - - ----- ---- ----- - _ - - - - - 1 1 HR UNIT PARTY WALL 2 INTERIOR PLUMBING WALL 3 1 HR PLUMB. CORRIDOR WALL 4 1 HR UNIT &CORRIDOR WALL 5 EXT FCB - TYPE V-A FINISH I SCHED. 8" CMU' WALL Tt FULLY GROUT[ ACHEIVI 1.1 CONC. WALL o ° FINISH PER PER STRUCT. i SCHED. �(1) LAYER 5/8° SOIL- TYPE X GWB F FINISH PER Q SCHED. a 3 5/8" MTL FRAMING; SPACING PER a i STRUCT. - R-13 BATT INSUL. a,10 R-10 RIGID INSUL. 6 1/2" 8" MIN. a ------CONC. WALL a PER STRUCT. ° FINISH PER FINIS - ° a SCHED, SCHE R-15 RIGID ° INSUL. (1) LP Q, � 5/8" T WATERPROOFING GWB @ BELOW -GRADE SURFACES PER ° ° B.E. _-- - DRAIN MAT PER B.E. ° 4 WALL THICKNESS NOTED ON PLANS AND PER STRUCT. 8" MIN VARIES BATTINSUL. ADJACENT WHERE OCCURS, CONSTRUCTION SEE PLANS PER PLAN, FINISH PER WHERE SCHED. OCCURS. MTL FRAMING; SPACING PER STRUCT. (1) LAYER 5/8" TYPE X GWB I ARIE --------FINISH PER SCHED. —(1) LAYER 5/8" TYPE X GWB WD. FRAMING; SPACING PER STRUCT. — BATT INSUL. DWELLING UNIT BATTINSUL. WHERE OCCURS, SEE PLANS FINISH PER SCHED. MTL. FRAMING; SPACING PER STRUCT. (1) LAYER 5/8" TYPE X GWB ROOF OR FLOOR DRAFTSTOP MATERIAL, BATT INSULATION, MINERAL WOOL OR GLASS FIBER, SECURED, TYP. INSL PARTY WALL & CORRIDOR WALL FINISH PER -� FINISH PER a - ° SCHED.---- --------- SCHED. a�• CONC. WALL LAYER 5/8" PER STRUCT. (1) GWB (1) LAYER 5/8" FINISH PER GWB SCHED. 2x4 WD STUDS STRUCTURAL @ 16 OC PANELS PER a STRUCTURAL Q WALL THICKNESS NOTED ON PLANS AND PER STRUCT. VARIES �O MIN. STANDAR S STANDARDS FIRE NR AT UNIT INTERIORS, 1 HR AT SHAFTS FIRE 3HR TEST GAWP 3510 (SIM) EST IBC 721.1(2), 4 INSL N/A INSL NA STC N/A STC NA UNIT INTERIOR & 1 HR SHAFT WALL CONC. WALL/COLUMN 6 7 FINISH PER" FIND PER SCHED. SCHED. ---- (2) LAYER 5/8" TYPE X GWB, JOINT STAGGERED 2X4 ON SEPARATE 2X4 PLATES; (2) LAYERS 5/8" SPACING PER TYPE X GWB STRUCT. -----------SOUND BATTS INSUL. FIRE BLOCK 10 O.C. MIN O PER ACOUSTIC` ONE SIDE ONLY 1" AIR GAP BETWEEN PLATES- 10 1/2" STANDARDS STANDARDS STANDARDS STANDARDS STANDARDS STANDARDS FIRE - 3 HR FIRE 3 HR FIRE 3 HR FIRE NR FIRE NR FIRE - 2HR TEST IBC 721.1(2), 3-14 TEST IBC 721.1(2), 4 TEST IBC 721.1(2), 4 TEST NA TEST NA TEST GAWP 5512 ASSMEBLY (SIM) INSL NA INSL R-13 BATT + R-10 RIGID INSL NA INSL R-13 / R-19 WHERE OCCURS INSL NA INSL PER ACOUSTIC STC NR STC NA STC NA STC NA STC NA STC 4 PER NR - NR TL 2 5 C C C 93 30 CMU WALL FURRED CONC. WALL BELOW GRADE CONC. WALL INT - NR MTL WALL INT - NR MTL. WALL FURRING STAIR/ELEVATOR SHAFT WALL 8 9 10 11 12 13 �g000 FINISH FLOOR PER SPEC 1" GYP UNDERLAYMENT W/1/4" ACOUSTIC ISOLATION PAD BELOW AT HARD FINISH SURFACES (1 1/4" GYP UNDERLAYMENT AT CARPET AREAS) /FJOISTS PER STRUCT. �—INSUL. PER ACOUSTIC SHEATHING PER STRUCT. RSIC-1 (RESILIENT SOUND ISOLATION CLIP) (2) LAYERS 5/8" TYPE X GWB, JOINTS STAGGERED FINISH PER SCHED. STANDARDS FIRE 1HR TEST GA FC 5407 (SIM) INSL PER ACOUSTIC STC 65; PER ACOUSTIC 1" GYPSUM UNDERLAYMENT WITH 1/4" ACOUSTIC ISOLATION PAD BELOW AT HARD FINISH SURFACES (1 1/4" GYPSUM UNDERLAYMENT AT CARPET AREAS) JOISTS PER STRUCT. INSUL. PER ACOUSTIC RESILIENT CHANNEL FURRING -------- ------- (2) LAYERS 5/8" TYPE X GWB, JOINTS STAGGERED FINISH PER SCHED.— STANDARDS FIRE 1HR TEST GA FC 5407 (SIM) INSL PER ACOUSTIC STC 52-54; PER ACOUSTIC DOOR PER SCHED. CONC. P.T. DECK SILL PAN END DAM PER STRUCT. FINISH FLOOR REINFORCED DETAIL PER SPEC. COAT AT FLASHING TRANSITION TO DECK, PER MAN, .�� a a 47. Nw _ APPLIED ZFLUID WATERPROOFING SYSTEM SHEET METAL SILL PAN; FULLY EMBED IN SEALANT OVER THRESHOLD AND DECK STEPPED BALCONY DECK -------- SEE 14/BE401 STANDARDS FIRE 3HR TEST IBC 720.1(3), 5-9 INSL R-38 (WHERE OCCU STC NA CONC. P.T. DECK PER STRUCT. 4" MIN CONC. SLAB ON GRADE PER STRUCT. FIN. PER SPEC - FINISH FLOOR PER SPEC. p� 6 H a a ° a UJ _ LU a a 0 0 0 Q � v N _. N � c R-10 RIGID INSUL MIN. (WHERE OCCURS) CAPILLARY BREAK & WRB PIN ATTACHED PIN ATTACHED R49 (PER B.E.) POLYISO RIGID INSUL. BATT INSUL. BELOW SUBSTRATE AND DRAINAGE BELOW HEATED SPACE HEATED SPACE PER CIVIL STANDARDS STANDARDS FIRE 3HR FIRE NR TEST IBC 720.1 3 5-9 TEST NA INSL R-38 (WHERE OCCURS) INSL R-10 (WHERE OCCURS) STC NA STC NA ROOF ASSEMBLY PER SPEC. ALSO SEE B.E. DRAWINGS (VAPOR RETARDER NOT PERMITTED) TAPERED RIGID INSUL. SLOPE PER PLAN. MIN 6", MIN R-37.5, AVG R-VALUE: 50� R-19 BATT INSUL. 3/4" PLYWOOD JOISTS PER STRUCT. (2) LAYERS 5/8" TYPE X—/ GWB, JOINTS STAGGERED FINISH PER SCHED. ,STANDARDS (VAPOR RETARDER NOT PERMITTED) FIRE 1HR TEST IBC 720.1(3), 21-29 INSL R-19 BATT + MIN. R-37.5 TAPERED RIGID 6TC NA_ 14 LOUNGEIAPARTMENT FLOOR ASSEMBLY 15 TYP. WOOD FLOOR/CEILING 16 CONCRETE P.T. DECKIROOF 17 CONCRETE P.T. DECK/FLOOR 18 CONC. SLAB ON GRADE 19 WOOD LOW -SLOPE ROOF a a a a FLOOR TYPE 14 & 15 LOUNGE/APT. FLOOR ASSEMBLY - WOOD FLOOR/CEILING GENERAL ACOUSTICAL NOTES 1. PARTITIONS MUST BE SEALED WITH A RESILIENT 20-YEAR NON -HARDENING CAULK IN ACCORDANCE WITH ASTM C919 AND E1966(@ FIRE RATED ASSEMBLIES). 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. 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 THE WALLBOARD. 3. PENETRATIONS OF SOUND ISOLATION PARTITIONS WITH PIPING, CONDUIT OR DUCTING MUST BE COMPLETED TO PREVENT DIRECT CONTACT WITH THE ELEMENT PENETRATING THE WALL AND SEALED WITH A RESILIENT NONHARDENING CAULK. IF THE PENETRATION IS THROUGH A FIRE RATED WALL, AN ACOUSTICAL FIRE -RATED CAULK SHALL BE USED. 4. IN AREAS WHERE PLUMBING PASSES THROUGH FRAMING ELEMENTS ADJACENT TO SENSITIVE SPACES, ADDITIONAL VIBRATION ISOLATION IS REQUIRED FOR 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 CONTINUOUS PARTITION MUST BE BROKEN AT THE JOINT OF THE INTERSECTION TO PREVENT FLEXURAL SOUND TRANSMISSION. A SAW CUT IS GENERALLY A SUFFICIENT BREAK. 7. GLASS FIBER INSULATION SHALL BE UN -FACED AND SECURED TO STRUCTURE TO PREVENT SAGGING. IT SHOULD FILL THE CAVITY FROM FLOOR TO CEILING WITHOUT LARGE AREAS LEFT UNTREATED. 8. WHERE THE WALL DOES NOT RUN TO THE STRUCTURE ABOVE AND THE CEILING PROVIDES AN ACOUSTICAL LID, THE GWB LAYERS AT THE INTERSECTION SHOULD BE OVERLAPPING WITH EACH LAYER TO CREATE A SAWTOOTH SEAL THAT IS TAPED AND MUDDED. 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 SHOULD BE EXTENDED A MINIMUM OF 1-FOOT ABOVE THE HEIGHT OF THE CEILING AND ALL RECOMMENDATIONS 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 REQUIRED. 12. UNLESS REQUIRED FOR FIRE RATING, AT TOP FLOOR, SINGLE LAYER OF GWB ALLOWED AT NON -BATHROOM SIDE OF DRAIN WALLS. WALL TYPE 1 1-HR FIRE PARTITION ASSEMBLY 1 HR FIRE PARTITION WALL BETWEEN 2009 GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL DWELLING UNITS FIRE SOUND FILE NO.WP5512 GA FILE NO. WP 5512 GENERIC GYPSUM L L. e layer /a type sure wallboard r stow; veneer base applied ` parallel or at right �' p gyp gypsum Pp 1� 9 angles to each side of double row of 2 x ,rood studs 16"° ,c, on atlags 1""` 11 separate -_p_ -,i� apart With 6d coated nails, 17/ " long, .0915" shank, 114" heads, 7" a:c. Joints staggered16" on opposite sides. Horizontal bracing required at mid -height. (LOAD - BEARING) Thickness: 91/" Approx. Weight. 8 psf Fire Test: See WP'3605 (UL R1319 -1 -52; UL R2717-39,11-20-ft UL R3501-52" 3-15-66, UL Design U 5n " ULC Design W301) Sound Test Estimated WALL TYPE 3 4 1-HR FIRE PARTITION ASSEMBLY 2009 GYPSUM ASSOCIATION FIE RESISTANCE CORRIDOR WALL FILE NO. WP 3380 MANUAL WALLS INTERIOR PARTITIONS, WGA OOD-FRAMED I t T FIRESOUND GYPSUMWALLBOARD,STUDS One layer 5/8" type gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16"`o.c. staggered 8" o:c. on 2 x 6 wQod plates with 6d coated nails. 1 718" long, 0.0915"" share., 1/4� heads, 7"" o.c. Joints staggered 24" o opposite sides, Horizontal braying reguir st mid -height. (LOAD-BEARING)' Thickness: 6' 3,14"' _ Approx. W i h: p o e t 8 psf 9 Fire Test: See WP 3605 UL R1319- 6 6-17-52-, 5 UL 2717-39 1-20-66° U R35,01-52;? 3-15-66, UL Deign U3.. , ULO Design W301) Sound Test: Estimated WALL TYPE 5 1-HR FIRE WALL ASSEMBLY 2009 GYPSUM 1 HR RATED EXTERIOR FCB - TYPE VA FIRE RESISTANCE MAINU ATON FILE NO. WP 8105 EXTERIOR GA FILE NO. WP 8 05 GENERIC � HOUR FIRE W GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS ry EXTERIOR SIDE: One layer48" wide 5/8" type X gypsum sheathing applied parallel to > 2 x 4 wood studs 24'" o.c. with 1 3/4" galvanized roofing nails 4" o.c. at vertical joints and 7" o.c. at intermediate studs and top and bottom plates . Joints of gypsum sheathing may be left utr ated. Extrerior Cladding to be attached through sheathing to studs. INTERIOR SIDE: One layer 5/8" type X gypsum wallboard, water-resistant gypsum backing board, or gypsum veneer base applied parallel or at right angles to studs with 6d coated nails 1 71"long, 0.0915" shank, 1/4" heads 7" o.c. (LOAD -BEARING) -------------------- a- s • r. .a• -• • a - asr e - Thickness: Varies Approx. 'Weight: 7 psf Fire Test: See WP 3510 -1 - (UL R3501-47, -48, 9 _7 65, UL Design U309. " UL R1319-129, 7-22-70, UL Design U314) 1-HR FIRE 2009 GYPSUM ASSOCIATION NGASSEMBLY WALL TYPE 6 1-HR FIRE WALL ASSEMBLY 2009 GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL UNIT INTERIOR WALL FIRE LRESISTANCE 3510 E MANUAL FILE NO. FC 5407 FIE Weight: 5 psf Fire Test: FM FC 172, 2-25-72 ITS, 8-6-98 Sound Test: Estimated GENERICWALLS AND INTERIOR PARTITIONS, WOOD FRAMED GIA FILE NO. WP 3510 GYPSUM LL " WOOD STUDS One layer / ", type X gypeum wallboard r gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood stud. 24" o.c- Aith 6d coated nails 17fe long, 0.0915' � r shank 114" heads, 7.; o,c, Joints staggered 24" on QpposAlte sides, (LOAD -SEARING) T i ckn(. ss 4 / " Approx. Weight- 7 psf Fire, Test: UL 3501 `47, A& 9" 17'65, L, Design 309, UL R 1319-12$}q��gp7 _70, UL Dosign U31.4 Sound Test: NGG 2404, 10.14.70 ' sr I'IEN STRAARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 STAM P KEY PLAN PROJECT NUMBER 15311 .9 11 ••• • AL BY: DRAWN BY: Author CHECKED BY: Checker DATE: 03/17/2017 07/14/2017 SHEET CONTE LIES SHEET NUM � 11 s � r A dk R r � z • i r ► f ! i Ip N Mi IY N # ! • r e r • 1 HR FIRE RATED WALL . OC ------- imfi-w-16 on. or 24 in. OC-41-1 Fireblocked Configuration A 1 i r In ` k Fireblocked 1 HR WALL BETWEEN DWELLING UNITS � �� ! � �' � ` ! # • � # � r '# III" +� � # • � .. �1 � ,� '� � 1► � ' it • EPA 0,1z] InTgAM5103111LUS • gz =A `• r ` ! ! IM � -� � If „ „ ": � "� i � 11 r ■ MI / .. � ` i i `�M i � 11, ., • r AL lndicateoducts- eirtifitation Mark for ju s ictions 6rnp loying the U L or ry r as Canada), NOTE: THROUGH PENETRATION RATING FROM 2004 UL FIRE RESISTANCE NOTE: DIRECTORY VOLUME 2B ASSEMBLY F-C-8012. SEE BELOW FOR DETAILS. NOTE: THROUGH PENETRATION RATING FROM 2004 UL FIRE RESISTANCE THROUGH PENETRATION RATING FROM 2004 UL FIRE RESISTANCE DIRECTORY VOLUME 2B ASSEMBLY F-C-8012. SEE BELOW FOR DETAILS. DIRECTORY VOLUME 2B ASSEMBLY F-C-8012. SEE BELOW FOR DETAILS. MIN 3/4" THICKNESS OF 3M FIRE BARRIER CP-25WP+ (OR EQUAL) CAULK TO COMPLETELY FILL ANNULAR SPACE,FLUSH W/ TOP — 3M FIRE BARRIER CP-25WB+ CAULK OR MPS-2+ (OR EQUAL) PUTTY SURFACE OF FLOOR. TO FILL ANNULAR SPACE,FLUSH W/ TOP SURFACE OF FLOOR. MIN 314" THICKNESS OF 3M FIRE BARRIER CP-25WP+ CAULK OR MPS-2 + PUTTY (OR EQUAL) TO COMPLETELY FILL ANNULAR SPACE,FLUSH a. a W/ TOP SURFACE OF FLOOR. 2X6 SILL 4 PATES PLASTIC PIPE, SEE ASSEMBLY DESCRIPTION T 6 SILL PATES 2X6 SILL PENETRATES, SEE ASSEMBLY DESCRIPTION 3M FIRE BARRIER FS-195+WRAP STRIP OR EQUAL), MIN. 1/4" THICK PLASTIC PIPE, SEE ASSEMBLY DESCRIPTION PATES ( ) -- MIN. 3/4" THICKNESS OF 3M FIRE BARRIER CP-25WB+ CAULK OR MPS-2+ (OR EGUAL) PUTTY TO FILL ANNULAR SPACE BETWEEN DOUBLE 2X6 MIN. 5/8" THICKNESS OF 3M FIRE BARRIER CP-25WB+ (OR EQUAL) CAULK PENETRATIONS TOP PATES FLUSH WITH BOTTOM OF TOP PLATE. 3M FIRE BARRIER RC-1 Rlz BARRIER 9RESTRICTING COLPLAR DOUBLE 2X6 3M FIRE BARRIER FS-195+ WRAP STRIP (OR EQUAL), MIN. 1/4" THICK 2X6—\ / (OR EQUAL)T TOP PATES ATES MIN, 1/2" CROWN OF 3M FIRE BARRIER CP-25WB+ (OR EQUAL) CAULK AROUND PERIMETER OF WRAP STRIP AT ITS INTERFACEFACE WITH THE TOP PLATE. MIN. 1/4"CROWN OF 3M FIRE BARRIER CP-25WB+ (OR EQUAL) CAULK AROUND PERIMETER OF WRAP STRIP AT ITS INTERFACEFACE WITH THE TOP PLATE. NOM, 4" WIDE, 3 MIL. THICK, ALUMINUM TAPE WRAPPED AROUND PIPE 1-HR. FIRESTOP AT FLR/CLG - PLASTIC PIPE 1 If = 1'-0" 1. FLOOR -CEILING ASSEMBLY - THE 1 HR FIRE -RATED SOLID OR TRUSSED LUMBER JOIST FLOOR -CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES FLOOR -CEILING DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY, AS SUMMARIZED BELOW: A. FLOORING SYSTEM- LUMBER OR PLYWOOD SUBFLOOR WITH THE FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE AS SPECIFIED IN THE INDIVIDUAL FLOOR -CEILING DESIGN. MAX DIAM OF FLOOR OPENING IS 4-1/2 IN. B. JOISTS- NOM 10 IN. DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES OR STRUCTURAL WOOD MEMBERS WITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED. C. WALLBOARD, GYPSUM- NOM 4 FT WIDE BY 5/8 IN. THICK AS SPECIFIED IN THE INDIVIDUAL FLOOR -CEILING DESIGN. WALLBOARD NAILED TO WOOD JOISTS. MAX DIAM OF CEILING OPENING IS 4-1/2 IN. 1.1 CHASE WALL (OPTIONAL, SHOWN)- THE THROUGH PENETRANTS (ITEM 2) MAY BE ROUTED THROUGH A 1 HR FIRE -RATED SINGLE, DOUBLE OR STAGGERED WOOD STUD/GYPSUM WALLBOARD CHASE WALL CONSTRUCTED OF THE MATERIAL AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS- NOM 2 BY 6 IN. OR DOUBLE NOM 2 BY 4 IN. LUMBER STUDS. B. SOLE PLATE- NOM 2 BY 6 INL OR PARALLEL 2 BY 4 IN. LUMBER PLATES, TIGHTLY BUTTED. C. TOP PLATE- THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 6 IN. OR TWO SETS OF PARALLEL 2 BY 4 IN. LUMBER PLATES, TIGHTLY BUTTED. MAX DIAM OF OPENING IS 4-1/2 IN. D. WALLBOARD, GYPSUM- THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN INDIVIDUAL WALL AND PARTITION DESIGN. 2. THROUGH PENETRANTS- ONE NONMETALLIC PIPE OR CONDUIT TO BE INSTALLED APPROX MIDWAY BETWEEEN WOOD JOISTS. DIAM OF OPENINGS HOLE -SAWED THROUGH FLOORING SYSTEM AND THROUGH GYPSUM WALLBOARD CEILING OR TOP PLATES OF OPTIONAL CHASE WALL TO BE 1/2 TO 5/8 IN. LARGER THAN THE OUTSIDE DIAM OF THROUGH -PENETRANT. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR -CEILING ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR CONDUITS MAY BE USED: A. POLYVINYL CHLORIDE (PVC) PIPE- NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE OR CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM. B. RIGID NONMETALLIC CONDUIT+- NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE (NFPA NO.70). C. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE- NOM 2 IN. DIAM (OR SMALLER) SDR17 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. D. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE- NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE OR CELLULAR CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. 3. FIRESTOP SYSTEM- THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS: A. FOIL TAPE- NOM 4 IN. WIDE, 3 MIL THICK ALUMINUM TAPE WRAPPED AROUND PIPE PRIOR TO THE INSTALLATION OF THE WRAP STRIP (ITEM 313). MIN OF ONE WRAP, FLUSH WITH THE CEILING AND PRECEEDING DOWNWARD. B. FILL, VOID OR CAVITY MATERIALS- NOM 1/4 IN. THICK INTUMESCENT MATERIAL SUPPLIED IN 2 IN. WIDE STRIPS. ONE WRAP STRIP TIGHTLY WRAPPED AROUND PERIMETER OF PENETRANT (FOIL SIDE EXPOSED) AND HELD IN POSITION USING TWO STEEL WIRE TIES. WRAP STRIP RECESSED INTO OPENING SUCH THAT 1/2 TO 3/4 IN. EXTENDS BELOW THE BOTTOM SURFACE OF THE GYPSUM WALLBOARD CEILING OR TOP PLATE WHEN OPTIONAL CHASE WALL IS USED. MINNESOTA MINING & MFG. CO. - FS-195+ C. FILL, VOID OR CAVITY MATERIALS -CAULK- MIN 5/8 IN. THICKNESS OF CAULK APPLIED WITHIN ANNULAR SPACE BETWEEN WRAP STRIP AND PERIPHERY OF OPENING FLUSH BOTTOM SURFACE OF CEILING OR TOP PLATE. MIN 1/2 IN. CROWN OF CAULK APPLIED AROUND THE PERIMETER OF THE WRAP STRIP AT ITS INTERFACE WITH GYPSUM WALLBOARD CEILING OR TOP PLATE. MIN 1/4 IN. CROWN OF CAULK APPLIED AROUND THE PERIMETER OF PENETRANT AT ITS INTERFACE WITH THE WRAP STRIP. MIN 3/4 IN. THICKNESS OF CAULK APPLIED TO COMPLETELY FILL ANNULAR SPACE, FLUSH WITH TOP SURFACE OF FLOOR. MINNESOTA MINING & MFG. CO. - CP 25WB+ 3M FIRE BARRIER CP-25WB+ CAULK OR MPS-2+ (OR EQUAL) PUTTY AROUND PERIMETER OF COLLAR, ITS INTERFACE WITH THE TOP PLATE AND ITS INTERFACE WITH THE WRAP STRIPS. 1-HR FIRESTOP AT FLR/CLG - PLASTIC PIPE 1" = 1'-0" 1. FLOOR -CEILING ASSEMBLY - THE 1 HR FIRE -RATED WOOD TRUSS OR COMBINATION WOOD AND STEEL TRUSS FLOOR -CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL L500 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY, AS SUMMARIZED BELOW: A. FLOORING SYSTEM- LUMBER OR PLYWOOD SUBFLOOR WITH THE FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE AS SPECIFIED IN THE INDIVIDUAL FLOOR - CEILING DESIGN. MAX DIAM OF FLOOR OPENING IS 4-1/2 IN, B. JOISTS- NOM 2 BY 10 IN. DEEP (OR DEEPER) LUMBER JOISTS SPACED 16 IN. O.C. WITH NOM 1 BY 3 IN. LUMER BRIDGING AND WITH ENDS FIRESTOPPED OR STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES OR STRUCTURAL WOOD MEMBERS WITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED. C. WALLBOARD, GYPSUM- NOM 5/8 IN. THICK AS SPECIFIED IN THE INDIVIDUAL FLOOR/ CEILING DESIGN. FIRST LAYER OF WALLBOARD NAILED TO WOOD JOISTS. SECOND LAYER OF WALLBOARD SCREW -ATTACHED TO FURRING CHANNELS. 2. CHASE WALL- THE THROUGH PENETRANT (ITEM 3) SHALL BE ROUTED THROUGH A 1 HR FIRE -RATED SINGLE, DOUBLE OR STAGGERED WOOD STUD/GYPSUM WALLBOARD CHASE WALL CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS- NOM 2 BY 6 IN. OR DOUBLE NOM 2 BY 4 IN. LUMBER STUDS. BUTTED. B. SOLE PLATE- NOM 2 BY 6 INL OR PARALLEL 2 BY 4 IN. LUMBER PLATES, TIGHTLY BUTTED. C. TOP PLATE- THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 6 IN. OR TWO SETS OF PARALLEL 2 BY 4 IN. LUMBER PLATES, TIGHTLY BUTTED. MAX DIAM OF OPENING IS 5 IN. D. WALLBOARD, GYPSUM- THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN INDIVIDUAL WALL AND PARTITION DESIGN. 3. THROUGH PENETRANTS- ONE NONMETALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED WITHIN THE FIRESTOP SYSTEM. DIAM OF OPENINGS THROUGH FLOORING SYSTEM TO BE EQUAL TO THE OUTSIDE DIAM OF THROUGH -PENETRANT. DIAM OF OPENING THROUGH TOP PLATE TO PROVIDE A MAX ANNULAR SPACE DEPENDENT ON THE NOM DIAM OF THROUGH -PENETRANT, AS SHOWN IN THE TABLE UNDER ITEM 4. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR -CEILING ASSEMBLY. THE FLOOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. POLYVINYL CHLODIRE (PVC) PIPE- NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID -CORE OR CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE- NOM 4 IN. DIAM (OR SMALLER) SDR17 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. C. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE- NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 CELLULAR CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. C. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE- NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 CELLULAR CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. 4. FIRESTOP SYSTEM- THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS: A. FILL, VOID OR CAVITY MATERIALS -WRAP STRIP- NOM 1/4 IN. THICK INTUMESCENT ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 1 AND 2 IN. WIDE STRIPS. STRIPS TIGHTLY WRAPPED AROUND NONMETALLIC PIPE (FOIL SIDE EXPOSED) WITH THE TOP EDGES BUTTED AGAINST THE UNDERSIDE OF THE TOP PLATE. THE MIN WRAP STRIP WIDTH, THE NUMBER OF LAYERS OF WRAP STRIP REQUIRED, AND THE ANNULAR SPACE IS DEPENDENT UPON THE NOM PIPE AS SHOWN IN THE FOLLOWING TABLE: NOM PIPE ANNULAR SPACE, WRAP STRIP WRAP STRIP DIAM, IN. IN. WIDTH IN. LAYERS REQUIRED 1/2 TO 2 0 TO 1/4 1 1 1/2 TO 2 0 TO 3/16 2 1 2-1/2, 3 0 TO 1/4 1 3 2-1/2, 3 0 TO 1/4 2 2 4 0 TO 1/4 2 2 EACH LAYER OF WRAP STRIP TO BE INSTALLED WITH BUTTED SEAM, BUTTED SEAMS IN SUCESSIVE LAYERS STAGGERED. WRAP STRIP LAYERS TEMPORARILY HELD IN POSITION USING ALUMINUM FOIL TAPE, STEEL WIRE TIE, OR EQUIVALENT. MINNESOTA MINING & MFG. CO. - FS-195+ B. STEEL COLLAR- NOM 1 OR 2 IN. DEEP COLLAR, DEPENDENT ON THE WIDTH OF THE WRAP STRIP, WITH 1-1/4 IN. WIDE BY 2 IN. LONG ANCHOR TABS AND MIN 1/2 IN. LONG TABS TO RETAIN WRAP LAYERS. COILS OF PRECUT MIN 0.016 IN. THICK (30 GAUGE) GALV SHEET STEEL AVAILABLE FROM WRAP STRIP MANUFACTURER. AS AN ALTERNATE COLLAR MAY BE FIELD - FABRICATED FROM MIN 0.016 IN. THICK (30 GAUGE) GALV SHEET STEEL IN ACCORDANCE WITH INSTRUCTION SHEET SUPPLIED BY WRAP STRIP MANUFACTURER. STEEL COLLAR, WITH ANCHOR TABS BENT OUTWARD 90 DEGREE, WRAPPED TIGHTLY AROUND WRAP STRIP LAYERS WITH A MIN 1 IN. OVERLAP AT SEAM. WITH STEEL COLLAR ANCHOR TABS PRESSED TIGHTLY AGAINST TOP PLATE SURFACE(S), COMPRESS COLLAR AROUND WRAP STRIP LAYERS USING A MIN 1/2 IN. WIDE BY 0.0281N. THICK STAINLESS STEEL BAND CLAMP WITH WORM DRIVE TIGHTENING MECHANISM AT THE COLLAR MIDHEIGHT. AS AN ALTERNATE TO THE BAND CLAMP, COLLARS MAY BE SECURED BY A MEANS N0. 10 BY 1/2 IN. LONG SHEET METAL SCREWS INSTALLED IN THE VERTICAL AXIS AT THE CENTER OF THE 1 IN. OVERLAP ALONG THE PERIMETER JOINT OF THE COLLAR. A MIN. OF TWO AND THREE SCREWS ARE REQUIRED FOR 1 AND 2 IN. DEEP COLLARS, RESPECTIVELY. SECURE COLLAR TO TOP PLATE WITH 1/4 IN. DIAM BY MIN. 2 IN. LONG STEEL SCREWS WITH MIN. 1-1/4 IN. DIAM STEEL FENDER WASHERS. TWO SCREWS SYMMETRICALLY LOCATED, REQUIRED FOR NOM 1/2 IN. TO 2 IN. DIAM PIPES. THREE SCREWS, SYMMETRICALLY LOCATED, REQUIRED FOR NOM. 3 IN. DIAM PIPES. FOUR SCREWS, SYMMETRICALLY LOCATED, REQUIRED FOR NOM. 4 IN. DIAM PIPES. AS A FINAL STEP, BEND RETAINER TABS 90 DEGREES TOWARD PIPE TO LOCK WRAP STRIP LAYERS IN POSITION. C. FILL, VOID OR CAVITY MATERIALS -CAULK OR PUTTY- GENEROUS APPLICATION OF CAULK OR PUTTY TO BE APPLIED AROUND THE PERIMETER OF THE STEEL COLLAR AT ITS INTERFACE WITH THE TOP PLATE AND AROUND THE PERIMETER OF THE PIPE AT ITS INTERFACE WITH THE WRAP STRIP LAYERS. CAULK ALSO APPLIED AROUND PERIMETER OF PIPE TO FILL ANNULAR SPACE TO MAX EXTENT POSSIBLE, FLUSH WITH TOP SURFACE OF FLOOR. MINNESOTA MINING & MFG. CO. - CP WB+ CAULK, MPS-2+ PUTTY D. FIRESTOP DEVICE- (NOT SHOWN)- AS AN ALTERNATE TO ITEM A AND B WHEN NOM 1-1/2, 2, 3 OR 4 IN. DIAM NONMETALLIC PIPES ARE USED, A FIRESTOP DEVICE CONSISTING WITH STEEL CLIPS FOR ATTACHMENT MAY BE USED. FIRESTOP DEVICE TO BE INSTALLED ON UNDERSIDE OF TOP PLATE AND ON BOTH SIDES OF WALL IN ACCORDANCE WITH THE ACCOMPANYING INSTALLATION INSTRUCTIONS. MINNESOTA MINING & MFG. CO. - PPD 150, PPD 200, PPD 300, PPD 400, PPD 1.5, PPD 2, PPD 3, PPD 4 MIN, 5/8" THICKNESS OF 3M FIRE BARRIER CP-25WB+ CAULK OR MPS-2+ PUTTY (OR EQUAL) AROUND PERIMETER OF WRAP STRIP, FLUSH WITH BOTTOM OF TOP PLATE. MIN, 1/2" CROWN OF 3M FIRE BARRIER CP-25WB+ CAULK OR MPS-2+ (OR EQUAL) PUTTY APPLIED AT PERIMETER OF WRAP STRIP AT ITS INTERFACE ACE WITH THE TOP PLATE. 1-HR FIRESTOP AT FLR/CLG - MULTIPLE PENETRANTS 1" = 1'-0„ 1. FLOOR -CEILING ASSEMBLY - THE 1 HR FIRE -RATED SOLID OR TRUSSED LUMBER JOIST FLOOR -CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES FLOOR - CEILING DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY, AS SUMMARIZED BELOW: A. FLOORING SYSTEM- LUMBER OR PLYWOOD SUBFLOOR WITH THE FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE AS SPECIFIED IN THE INDIVIDUAL FLOOR -CEILING DESIGN. MAX DIAM OF FLOOR OPENING IS4-1/2IN. B. JOISTS- NOM 10 IN. DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES OR STRUCTURAL WOOD MEMBERS WITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED. C. WALLBOARD, GYPSUM- NOM 4 FT WIDE BY 5/8 IN. THICK AS SPECIFIED IN THE INDIVIDUAL FLOOR -CEILING DESIGN. WALLBOARD NAILED TO WOOD JOISTS. MAX DIAM OF CEILING OPENING IS 4-1/2 IN. 1.1 CHASE WALL (OPTIONAL, SHOWN)- THE THROUGH PENETRANTS (ITEM 2) MAY BE ROUTED THROUGH A 1 HR FIRE - RATED SINGLE, DOUBLE OR STAGGERED WOOD STUD/GYPSUM WALLBOARD CHASE WALL CONSTRUCTED OF THE MATERIAL AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS- NOM 2 BY 6 IN. OR DOUBLE NOM 2 BY 4 IN. LUMBER STUDS. B. SOLE PLATE- NOM 2 BY 6 INL OR PARALLEL 2 BY 4 IN. LUMBER PLATES, TIGHTLY BUTTED. C. TOP PLATE- THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 6 IN. OR TWO SETS OF PARALLEL 2 BY 4 IN. LUMBER PLATES, TIGHTLY BUTTED. MAX DIAM OF OPENING IS 4-1/2 IN. D. WALLBOARD, GYPSUM- THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN INDIVIDUAL WALL AND PARTITION DESIGN. 2. THROUGH PENETRANTS- PIPES, CONDUITS, TUBING OR CABLES TO BE BUNDLED WITHIN THE OPENING SUCH THAT THE AGGREGATE CROSS -SECTIONAL AREA OF PENETRANTS IN OPENING TO BE A MIN 42 PERCENT TO MAX 54 PERCENT OF THE CROSS -SECTIONAL AREA OF THE OPENING IN FLOOR -CEILING. A MIN 1/4 IN. ANNULAR SPACE SHALL BE MAINTAINED AROUND UNINSULATED METALLIC PIPES. THE SPACE BETWEEN PENETRANTS AND PERIPHERY OF OPENING SHALL BE A MIN 1/4 IN. PENETRANTS TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF PENETRANTS MAY BE USED: A. METALLIC PIPES- THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS, OR TUBING MAY BE USED: Al. STEEL PIPE- NOM 3/4 IN. DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE. A2. CONDUIT- NOM 3/4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL CONDUIT. A3. COPPER TUBING- NOM 3/4 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. A4. COPPER PIPE- NOM 3/4 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. ALL PIPES, COPNDUITS OR TUBING LARGER THAN NOM 1/2 IN. DIAM SHALL BE PROVIDED WITH PIPE COVERING (ITEM 2D). B. NONMETALLIC PIPES- A MAX OF ONE NONMETALLIC PIPE OR CONDUIT MAY BE USED. A MIN 1/4 IN. SPACE SHALL BE MAINTAINED BETWEEN UNINSULATED METALLIC PIPES AND NONMETALLIC PIPES OR CONDUITS. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR CONDUITS MAY BE USED: B1. POLYVINYL CHLORIDE (PVC) PIPE- NOM 1-1/4 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM. B2. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE- NOM 1-1/4 IN. DIAM (OR SMALLER) SDR17 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN,WASTE OR VENT) PIPING SYSTEMS. B3. RIGID NONMETALLIC CONDUIT++- NOM 1-1/4 IN. DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE (NFPA NO.70). C. CABLES- MAX 7/C NO. 12 AWG MULTICONDUCTOR POWER AND CONTROL CABLES, XLPE OR PVC INSULATION WITH XLPE OR PVC JACKET. D. PIPE COVERING- THE FOLLOWING TYPES AND SIZES OF PIPE COVERINGS MAY BE USED WITH THE METALLIC PIPES: D1. TUBE INSULATION -PLASTICS+- NOM 1/2 IN. THICK ACRYLONITRILE BUTADIENE/ POLYVINYL CHLORIDE (AB/PVC) FLEXIBLE FOAM FURNISHED IN THE FORM OF TUBING. SEE PLASTICS+ (QMFZ2) CATEGORY IN THE 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 94-5VA MAY BE USED. D2. PIPE COVERING- NOM 1/2 IN. THICK HOLLOW CYLINDRICAL HEAVY DENSITY (MIN 3.5 PCF) GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE JACKET. LONGITUDINAL JOINTS SEALED WITH METAL FASTENERS OR FACTORY -APPLIED SELF-SEALING LAP TAPE. TRANSVERSE JOINTS SECURED WITH METAL FASTENERS OR WITH BUT 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 CLASSIFICATION MARKING WITH A FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE DEVELOPED INDEX OF 50 OR LESS MAY BE USED. 3. FIRESTOP SYSTEM- THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS: A. FILL, VOID OR CAVITY MATERIALS -WRAP STRIP- NOM 1/4 IN. THICK INTUMESCENT MATERIAL SUPPLIED IN 2 IN. WIDE STRIPS. ONE WRAP STRIP TIGHTLY WRAPPED AROUND PERIMETER OF PENETRANTS (FOIL SIDE EXPOSED) AND HELD IN POSITION USING TWO STEEL WIRE TIES. WRAP STRIP RECESSED INTO OPENING SUCH THAT 3/4 TO 1 IN. EXTENDS BELOW THE BOTTOM SURFACE OF THE GYPSUM WALLBOARD CEILING OR TOP PLATE WHEN OPTIONAL CHASE WALL IS USED. MINNESOTA MINING & MFG. CO. - FS-195+ B. FILL, VOID OR CAVITY MATERIALS -CAULK OR PUTTY- MIN 3/4 IN. THICKNESS OF CAULK OR PUTTY APPLIED TO COMPLETELY FILL ANNULAR SPACE INSIDE OF WRAP STRIP AND BETWEEN PENETRANTS, FLUSH WITH THE BOTTOM SURFACE OF CEILING AND EXTENDING DOWNWARD. MIN 5/8 IN. THICKNESS OF CAULK OR PUTTY APPLIED WITHIN ANNULAR SPACE BETWEEN WRAP STRIP AND PERIPHERY OF OPENING FLUSH WITH BOTTOM SURFACE OF CEILING OR TOP PLATE. MIN 1/2 IN. CROWN OF CAULK OR PUTTY APPLIED AROUND THE PERIMETER OF THE WRAP STRIP AT ITS INTERFACE WITH THE GYPSUM WALLBOARD CEILING OR TOP PLATE. MIN. 3/4 IN. THICKNESS OF CAULK OR PUTTY APPLIED TO COMPLETELY FILL ANNULAR SPACE, FLUSH WITH TOP SURFACE OF FLOOR. MINNESOTA MINING & MFG. CO. - CP 25WB+ CAULK, MPS-2+ PUTTY StUC:I IC`MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC TITLE ,, • • 10032 EDMONDS WAY EDMONDS, WA, 98020 an KEY PLAN PROJECT NUMBER 1531 1 ISSUED FOR: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT CORRECTIONS #1 1 07/14/2017 red»601601,110 DRAWN BY: Author CHECKED BY: Checker SHEE►r CONTE MmL it 2015 WSEC Compliance Forms for Commercial Buildinas including R2. R3. & R4 over 3 stories and all R1 Revised Jun 2016 2015 WSEC Compliance Forms for Commercial Buildinqs including R2, R3, & R4 over 3 stories and all R1 Revised Jun 2016 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Jun 2016 General Info Project Title: Westgate Edmonds Date 3/15/2017 This PROD SUM Project Street Address: 10032 EDMONDS WAY For Building Department Use form shall be Project City, County, provided as a cover Zip: EDMONDS, WA, 98020 sheet for all Project Owner or Rep: Westgate Village LLC compliance form submittals. Project Jurisdiction: Edmonds Title matches project plans title block. Project Description New Construction and Additions Select all that apply to the Q New Building ❑ Building Addition ❑ Addition + Existing scope of project. Select Addition + Existing Existing Building Retrofit or Alteration + Existing if the existing building will be ❑ Alteration ❑ Alteration + Existing ❑ Change in Space Conditioning combined with the addition or alteration to demonstrate ❑ Change of Occupancy ❑ Historic Building compliance per Section C502.1 or C503.1. Building Elements Scope - Select all that apply All Building Envelope ❑ Mechanical Systems ❑ Service Hot Water Systems ❑ Lighting Systems ❑ Electrical Systems All Commercial 0 Group R - R2, R3, & R4 Mixed Use over 3 stories and all R1 Occupancy Type Mixed Use - Building is greater than three stories above grade and it has both Commercial and Group R occupancies. Mixed Occupancy - Building is three stories or less above grade and it has both Commerical and Group R2, R3 or R4 occupancies. Select All Commercial to document compliance for the commercial areas of the building. The residential spaces shall comply with the WSEC Residential Provisions. Select all that apply to the scope of project Fully Conditioned ❑ Semi-heated2 Refrigerated Warehouse, Walk-in Cooler/Freezer, I] Low Energy Space Category, Refrigerated Display Case' Space Conditioning Eligible Low Energy Spaces Categories Unconditioned Low energy heating/cooling capacity o Wireless service ❑ Greenhouse4 ❑ Equipment building equipment shelter Floor Area and Floors Above Grade Building Gross Conditioned Floor Area Project Gross Conditioned Floor Area Stories 4 69,399 69399.0 Prescriptive { Total Building Performance Prescriptive - Projects complying prescriptively shall demonstrate compliance with all applicable mandatory General Compliance and prescriptve requirements of this code. Refer to C401.2, Item 1 for more information. Compliance forms to include with a Prescriptive submittal: All applicable ENV, LTG, MECH and C406. Path Total Building Performance - Projects complying via total building performance (TBP) shall include a summary of results from a whole building energy model per Section C407 and shall demonstrate compliance with all applicable mandatory provisions in this Code. Refer to Section C401.2, Item 2 for more information. Compliance forms to include with a TPB submitai: PROJ-SUM, C406-SUM & C406-DETAIL, ENV-CHK, LTG-EXT, LTG-CHK, and all MECH forms (except MECH-ECONO). 2015 WSEC Compliance Forms for Commercial Buildinas including R2. R3. & R4 over 3 stories and all R1 Revised Jun 2016 Project Title: Westgate Edmonds Date 03/15/2017 Fenestration Area as % gross above -grade wall area 34.1% Max. Target: 40% For Building Department Use Skylight Area as % gross roof area Max. Target: 3 % Vertical Fenestration Alternates: High Performance Vertical Fenestration Notes: 1 - Proposed vertical fenestration and skylight areas entered in ENV-SHGC must match proposed fenestration areas in ENV-UA. 2 - if Target Area Adjustment is required per ENV-UA, then target areas will be automatically adjusted in ENV-SHGC. Refer to Target Area Adjustments worksheet for this calculation. 3 - Fenestration assembly SHGC shall be the manufacturer's NFRC product rating, or shall be the default value per Section C303.1.3. 4 - Fenestration that separates conditioned space from a non -conditioned space shall be included in this worksheet Enter target SHGC values for this fenestration under proposed SHGC, so it is neutral to the calculation. Skylights Proposed SHGC Target SHGC Sch. ID Provide SHGC source and fenestration schedule ID SHGC x Area (A) = SHGC x I SHGC x Area (A) = SHGC x A 0.35 SHGC 0.35 Skylight Totals All Non -North Vertical Fenestration+ Proposed SHGC Target SHGC ++ PF Sch. ID Provide SHGC source and fenestration schedule ID PF SHGC x Area (A) = SHGC x A Category SHGC x Area (A) = SHGC x A W7/W10/W 17/A601 CPD#: VPI-A-18-01166-00001 0.28 1015 284 PF < 0.2 0.35 12338 4318.3 W5/W6/W8 /W15/A601 CPD#:VPI-A-19-01245-00001 0.23 2479 570 02<PF<0 0.42 W1/W3/W4 /A601 CPD#: VPI-A-22-02170-00001 0.28 6329 1772 PF a0.5' 0.56 II/A601 CPD#:VPI-A-41-00186-00001 0.18 194 35 ++lfprojectionfactor (PF)jcredits are Fixed 0.34 2106 716 applied to the proposed design, Target ST/A601 CMA NRFC ID: P-KAW-8411 SHGC will sum fenestration area by PF ST category. Entrance/A 0.38 215 82 601 NFRC Rpt#: A8255.01-116045, ID#1 + If PF credit is applied, then vertical fenestration Non -North Window Totals 12 3 3 8. 0 3459.2 12338.0 4318.3 must be entered in the correct table according to onenrarion. IT creoir is nor appuea men au vemcar fenestration can be entered in either table. I North Vertical Fenestration+ Proposed SHGC Target SHGC++ p 9 Sch, ID Provide SHGC source and fenestration schedule ID PF SHGC x Area (A) = SHGC x A CaPoory SHGC x Area (A) = SHGC x A North Window TO COMPLY -The Proposed Total SHGC x A Area SHGC x A shall not exceed the Target Total SHGC xA. Total (Skylight+ Window) 1 12338.01 3459.2 Area SHGC x A 12338.0 4318.3 Component Performance Compliance (SHGC) SHGC COLI 2015 WSEC Compliance Forms for Commercial Buildinqs includinq R2, R3, & R4 over 3 stories and all R1 Revised Jun 2016 Project Info Project Title: Westgate Edmonds Date 03/15/2017 Compliance forms do not require a password to use. Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use Company Name: studio MENG STRAZZARA Instructional and calculating cells are Company Address: Zu Applicant Name: Chris Davidson write -protected. Applicant Phone: 206.587.3797 Applicant Email: CDavidson@studioms.com Project Description New Building ❑ Addition [:1 Alteration Occupancy Type Q All Commercial Q Group R - All R1 and R2, R3, R4 over 3 stories Q Selection required to enable forms. Envelope Compliance Path 0 Prescriptive Q Component Performance Selection required to enable forms. Component Performance Standard 0 Change of Occupancy/Conditioning 0 Calculation Type ❑ Additional Efficiency Package Option - C406.8 Enhanced Envelope Selection required to enable ENV-UA and ENV-SHGC forms. To comply, demonstrate building thermal envelope performance is 15% lower than the Target UA. Air barrier testing per Section C402.5.1.2 Air barrier testing not required included in project scope Air Barrier Testing Additional Efficiency Package Option - C406.9 Reduced Air Infiltration To comply, demonstrate that measured air leakage of building envelope does not exceed 0.25 cfm/ft2 (air barrier surface area) under test pressure of 0.3 inch w.g. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Prescriptive Path - Enter values for Fenestration Above Grade % Vertical (rough opening) divided by Wall Area times 100 equals Fenestration 12338.0 - 36194.0 X 100 = 34.1% vertical fenestration, skylights, gross walls and roof on this ENV -SUM Gross Exterior Total Skylight divided by Roof Area times 100 equals % Skylight worksheet. Component Performance - Enter values in ENV-UA and/or ENV-UA-GROUP-R 0.0 _ 21588.0 X 100 - 0.0 % worksheet. These values auto -fill from Vertical Fenestration VERTICAL FENESTRATION AREA COMPLIES Fenestration Area Compliance Area Skylight Area SKYLIGHT AREA COMPLIES Vertical Fenestration * High performance fenestration U-factors and SHGC per C402.4.1.3 Alternates 0 Dedicated outdoor air system per C402.4.1.4 and C403.6 Show locations of qualifying daylight zone areas and ft2 on project plans. 0 In buildings > 3 stories, 25% or more of NET floor area is in daylight zones per 0 In buildings < 3 stories, 50% or more of CONDITIONED floor area is within daylight zones per For Daylight Zone Area Calculations - a) Sidelight areas include primary + C402.4.1.1 Daylight Zone Calculations secondary daylght zone areas. b) Include overlapping toplight and sidelight daylight zone areas under Daylight Zone Fenestration Alternate Not Selected. No Calculations Required Sidelight Daylight Zone Area Toplight Daylight Zone Area Percent Daylight Zone Area Toplight. c) Refer to Chapter 2 for net floor area Spaces in Single Story List all enclosed spaces that exceed Z500 W, have ceiling height greater than 15 It, and are space Building Requiring Skylights types required to comply with this provision. Space Area (ft) DLZ Area (ft) SRR or Aperature Exception Code requires a minimum of 50% of the floor area to be within a skylight daylight zone for specific space types. Refer to C402.4.2 for requirements. DLZ = Daylight zone, Indicate aperature with "AP" prefix SRR = Skylight to roof ratio Edmonds Westgate Envelope U-Factor Calculations Opaque Constructions: Roof Assemblies: Insulated Roof over conc 44/AG004 R-Value Source R-7.5 Rigid above concrete slab, Pin attached R-38 Batt Insulation Airfilm, Exterior Surface R-7.5 Rigid Insulation Concrete Slab w/R-38 pinned Airfilm, Interior horizontal Surfaces, heat flows down 0.17 T5 3&91 0.92 2015 WSEC Table A101.5 Manufactuers Spec Data 2015 WSEC Table A105.1(3) 2015 WSEC Table A101.5 Total R-Value = 47.50 U = 0.021 12015 W SEC Table Al02.2.6(2) Attic & Other Roof Assembly (41/AG004) Source R-Value Source Other Roof: R-19 inside (between the joists) and R-37.5 outside (6" min , constant depth) Airfilm, Exterior Surface R-37.5 Rigid Insulation(6" polyiso, constant depth) 2x14 joist w/R-19 insulation in joist Airfilm, Interior horizontal Surfaces; heat flows down 0.17 37.5 17.40182 0.92 2015 WSEC Table A101.5 Manufactuers Spec Data ASHRAE 90.1 2007 Table A2.4 2015 WSEC Table A101.5 Total R-Value = 55.99 U = 0.018 Above Grade Wall Assemblies: Typical Wood Wall (27/AG004) Isource 2x8Wood Stud, R-25 Batt, Intermidate Framing U = 0.047 12015 WSEC Table Al03.3.1(8) Concrete Steel Frame Wall at BOH (071AG004) Source 8" Mass Wall, 4" Steel Stud wall w/ R-13 Batt R-Value Interior air film 0.68 2015 WSEC Table Al 01.5 8" Concrete Wall (R-0.0625/in) 0.5 2015 WSEC Table Al01.5 R-10 Rigid Insulaiton w/ Z-girts 6.2 Detail 02, ASHRAE 1365-RP 4" Metal Stud w/R-13 Batt, 16" OC 6 2015 W SEC Table Al03.3.6.2 5/8" Gypboard 0.56 2015 WSEC Table A101.5 Interior air film, vertical 0.68 2015 WSEC Table A101.5 Total R-Value = 14.62 U = 0.068 Concrete Steel Frame Wall at BOH (7n/AG004), same as 07 for non-resi Source 8" Mass Wall, 4" Steel Stud wall w/ R-13 Batt R-Value Interior air film 0.68 2015 WSEC Table Al 01.5 8" Concrete Wall (R-0.0625/in) 0.5 2015 WSEC Table Al01.5 R-10 Rigid Insulaiton w/ Z-girts 6.2 Detail 02, ASHRAE 1365-RP 4" Metal Stud w/R-13 Batt, 16" OC 6 2015 WSEC Table Al03.3.6.2 5/8" Gypboard 0.56 2015 WSEC Table A101.5 Interior air film, vertical 0.68 2015 WSEC Table A101.5 Total R-Value = 14.62 U = 0.068 Exterior Steel Frame Wall (15/AG004) Source 6" Steel Stud wall w/ R-19 Batt + R-10 Rigid w/z-girts R-Value Exterior air film 0.17 2015 WSEC Table A101.5 5/8" Gypboard 0.56 2015 WSEC Table A101.5 R-10 Insulaiton w/ Z-girts 6,20 Detail 02, ASHRAE 1365-RP 6" Metal Stud w/R-19 Batt, 16" OC 7.1 2015 WSEC Table Al03.3.6.2 5/8" Gypboard 0.56 2015 WSEC Table A101.5 Interior air film, vertical 0.68 2015 WSEC Table A101.5 Total R-Value = 15.27 U = 0.065 Trash chute Steel Frame Wall (23/AG004) Isource 6" Metal Stud Wall, R-19 Batt U = 0.109 12015 WSEC Table A103.3.6.1(1) BG Concrete Mass Wall R-Value Source BG Concrete Wall, 4" furred wall w/R-13 Batt 8" Concrete Wall (R-0.0625/in) 8 0.5 2015 WSEC Table A101.5 R-10 Rigid Insulaiton w/ Z-girts 6.2 4" Metal Stud w/R-13 Batt, 16" OC 6.00 2015 WSEC Table Al03.3.1(2) 5/8" Gypsum Board 0.56 2015 WSEC Table A101.5 Airfilm, Interior Vertical Surfaces 0.68 2015 WSEC Table A101.5 Total R-Value = 13.94 U = 0.072 Page 1 Project Title: Westgate Edmonds Date 03/15/2017 Calculation Adjustments For Building Department Use None Applied Fenestration Area as % gross above -grade wall area 34.1% Max. Target: 40.0% Skylight Area as % gross roof area 0.0% Max. Target: 3.0 % Vertical Fenestration Alternates: High Performance Vertical Fenestration Envelope Component Proposed UA Target UA Cavity+Cl Plan/Detail # U-factor Source & Table # 2 U-factor x Area (A) = UA (U x A U-factor x Area (A) = UA (U x A) x R= 0.027 o R= Above Deck Insulation U-0.027 R= o R= 0.031 R= Metal Building U-0.031 2 R= 4 0 4E R= 0.027 of y R= Joist/single rafter U-0.027 R= = R=59C+137. 41/AGO04 2015 WSEC, Custom Calculation 0.018 21242 382.4 0.021 21588 453.3 Cl R=7.5 and 38 44/AGO04 2015 WSEC, Custom Calculation 0.021 346 7.3 Single raft, attic, other U-0.021 R= E R=119+10 15/AGO04 2015 WSEC, Custom Calculation 0.065 1538 100.0 0.055 2218 122.0 Cl R=19 23/AGO04 2015 WSEC Table A103.3.6.1(1) 0.109 680 74.1 Steel/metal frame U-0.055 in R= R= 0.052 R= Metal Building U-0.052 0 2 R= R=25 27/AGO04 2015 WSEC Table Al03.3.1(8) 0.047 13095 615.5 0.054 13095 707.1 Q O o R= Wood Frame, other U-0.054 Q 0 R= co R-1C3+10 7n/AGO04 2015 WSEC, Custom Calculation 0.068 1269 86.3 0.104 2033 211.4 R= Unins 2015 WSEC Table A103.3.7.2 0.741 407 301.6 Q Slab/AGO04 Mass Wall U-0.104 0 R=10 Ins 2015 WSEC Table A103.3.7.2 0.088 357 31.4 Slab/AG004 w R= Trans 2015 WSEC Table Al03.3.7.2 0.741 449 332.7 0.200 449 89.8 ° Slab/AGO04 m R= Mass Transfer Deck U-0.20 ~ R= n o R=113+10 CI 7/AGO04 2015 WSEC, Custom Calculation 0.068 5984 406.9 0.078 5984 466. 8 0 2 0 R= Group R Mass Wall U-0.078 R= R= 0.104 E R= Assumed to be Mass Wall U-0.104 12 o U R= (D ° � _13+10 R 6/AG004 2015 WSEC, Custom Calculation 0.072 197 14.2 0.078 197 15.4 m o Cl R= Assumed to be: Mass Wall U-0.078 R= R=15 45-2/AGO04 2015 WSEC Table Al05A(3) 0.059 4552 268.6 0.031 18163 563.1 m R=49 45/AGO04 2015 WSEC Table A105.1(3) 0.019 13604 258.5 Mass Floor U-0.031 6 � R_ Column/AGO ASHRAE 90.1-2007 Table A5.2 0.322 7 2.3 ° 0 04 LL Q) R= 0.029 E R= Joist/Framing U-0.029 u- R= Performance Compli (UA) Area UA Page 1 Subtotal F 63727 2882 Area UA 63727 2629 UA COMPLIES Edmonds Westgate D1t'(�1 Envelope U-Factor Calculations RU (Y Slab Edge Assemblies Project Title: Westgate Edmonds Date 03/15/2017 Fenestration Area as % gross above -grade wall area 34.1% Max. Target: 40.0 % For Building Department Use Skylight Area as % gross roof area Max. Target: 3.0% Building Component Proposed UA Target UA Ins. R Plan/Detail # F-factor Source & Table # 8 F-factor x Perimeter = UA(U x A) F-factor x Perimeter = UA (U x A) 1 R= Uninsulated 2015 WSEC Table Al06.1 0.730 79 57.7 0.540 178 96.1 m m R=10 SOG/A0004 47/AGO04 2015 WSEC Table A106.1 0.700 99 69.3 Slab -On -Grade F-0.54 w c 0 = R= -6 a R= 0.550 cn m R= Heated Slab -On -Grade F-0.55 0 = R= Schedule ID U-factor Sources t0 U-factor x Area (A) = UA (U x A U-factor x Area (A) = UA (U x A) D001/A601 2015WSEC A107.1(1) 0.370 77 28.5 0.37 77 28.5 Opaque Swing Doors U-0.37 12 rn 0 0 0 0.34 0c Opaque rollup & sliding U-0.34 0 @ W7/W10/W17/A601 CPD#: VPI-A-18-01166-00001 0.22 1015 223.3 0.28 10017 2804.8 Non -Metal Frame U-0.28 ID W5/W61W8/W15/A601 CPD#: VPI-A-19-01245-00001 0.23 2479 570.2 o W1/W3/W4/A601 CPD#: VPI-A-22-02170-00001 0.24 6329 1519.0 z II/A601 CPD#: VPI-A-41-00186-00001 0.26 1 194 50.4 0 a 0 Fixed ST/A601 CMA NRFC ID: P-KAW-8411 0.35 2106 737.1 0.34 2106 716. 0 Metal Frame, Fixed U-0.34 c 0 @ m �5 0 i 0.36 Li 0 Metal Frame, Operable U-0.36 U � Tp m > ST Entrance/A601 NFRC Rpt#: A8255.01-116045, ID#1 0.59 215 126.9 0.60 215 129.0 Metal Entrance Door U-0.60 0.50 CL All types U-0.50 - _'.4 09 Q Page 2 Subtotal TO COMPLY- The Proposed Total UA shall not Page 1 Subtotal exceed the Target Total UA. Project Total Area' I UA 12593 3382 63727 2882 76320 6264 Area' I UA 12593 3774 63727 2629 76320 6403 Component Performance Compliance (UA) UA COMPLIES1 Note 1 - If vertical fenestration or skylight area exceeds maximum allowed per C402.4.1, then Target Area Adjustment of all applicable envelope elements will be calculated automatically by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. Note 2 - Opaque assembly U-factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. Note 3 - Proposed CMU mass wall in non -Group R that meet Table C402.1.4 Footnote D requirements can enter the target U-value of 0.014 Note 4 - For semi -heated spaces utilizing the wall insulation exception, enter Target Wall U-factors under Proposed Wall U-factors so exterior walls are neutral to the calculation. Note 5 -Mass transfer slab edges must be covered with an assembly having an overal U-factor of 0.2. Note 6 - Demising walls, doors, and vertical fenestration separating spaces with different degrees of space conditioning (unconditioned, semi -heated, fully conditioned) shall be included only on the ENV-UA form for the space with the greatest degree of space conditioning. Note 7 - List Group R above grade mass walls here. List all other mass walls, Commercial and Group R, in the Opaque Walls - Above Grade section. Note 8 - Slab -on -grade F-Factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. Note 9 - Opaque door U-factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1, A door is defined as opaque if less than 50% of the door area has glazing. Note 10 - Fenestration assembly U-Factors shall be the manufacturer's NFRC product rating, which includes the glazing and frame, or shall be the default value per Section C303.1.3. Uninsulated SOG R-Value ISource Uninsulated SOG F = 0.730 12015 WSEC Table Al06.1 Insulated SOG (47/AG004) R-Value ISource Insulated SOG- R-10 for 2' Horizontal F = 0.700 12015 WSEC Table Al06.1 Uninsulated Exposed Slab Edge R-Value ISource Uninsulated Concrete Slab U = 0.741 12015 WSEC Table A103.3.7.2 Insulated Slab Edge R-Value Source (2") R-10 Insulated Concrete Slab U = 0.088 12015 W SEC Table Al03.3.7.2 Transfer Slab Edge at Continuous Pour RNalue Source Uninsulated Concrete Slab U = 0.741 12015 W SEC Table Al03.3.7.2 Floor over Unconditioned Assemblies: Exposed Fir at Columns column Source Uninsulated Concrete Floor at Columns U = 0.322 JASHRAE 90.1-2007 Table A5.2 Insulated Concrete Floor (45/AG004) Source Concrete Slab w/R-50 pinned U = 0.019 12015 W SEC Table Al05.1(3) Insulated Concrete Floor (45-2/AG004) Isource Concrete Slab w/2.5" Polyiso R-15 pinned U = 0.059 12015 WSEC Table Al05.1(3) Opaque Door Assemblies: Flush Metal Door (D001/A601) R-Value Source Foam Insulated Steel Slab, Steel Frame U = 0.370 12015 WSEC Al07.1(1) Glazing Assemblies: Fixed Vinyl Windows (W71W10/W17/A601) Source VPI Vinyl Fixed Double Glazing U = 0.220 CPD#: VPI-A-18-01166-00001 Solar Heat Gain Coefficient = 0.280 Visible Light Transmittance = 0,540 Operable Vinyl Windows (W5/W6/W8/W15/A601) Source VPI Vinyl Casement Double Glazing U = 0.230 CPD#: VPI-A-19-01245-00001 Solar Heat Gain Coefficient = 0.230 Visible Light Transmittance = 0.430 Glazed Vinyl Sliding Doors (W1/W3/W4IA601) Isource VPI Vinyl Glazed Sliding Doors U = 0.240 CPD#: VPI-A-22-02170-00001 Solar Heat Gain Coefficient = 0.280 Visible Light Transmittance = 0.530 Glazed Vinyl Swing Doors (II/A601) Source VPI Vinyl Glazed Swing Doors U = 0.260 CPD#: VPI-A-41-00186-00001 Solar Heat Gain Coefficient = 0.180 Visible Light Transmittance = 0.330 Storefront Glazed Entrance Doors Source Kawneer AA425 U = 0.590 NFRC Rpt#: A8255.01-116045, ID#1 Solar Heat Gain Coefficient = 0.380 Visible Light Transmittance = 0.404 Fixed Metal Storefront Windows Source Fixed Metal Storefront-Kawneer 451T (aluminum, thermally broken) U = 0.350 CMA NRFC ID: P-KAW-8411 Solar Heat Gain Coefficient = 0.336 Visible Light Transmittance = 0.616 Page 2 StuC� IOMENG STRAZZARA ARCHITECTURE.. PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 www.studioms.com RUSJ, 'ING Engineering -Essentials -Delivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 CLIENT/OWNER TITLE 10032 EDMONDS WAY EDMONDS, WA, 98020 it✓r` T R J_o WAs, a �F�ISTER'o 'k!6�_SiONAL 17 PROJECT NUMBER ISSUED FOR: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT CORRECTIONS #1 Al 06/20/2017 DRAWN BY: CHECKED BY: SHEET CONTENTS ENERGY CODE 1 /8if = 1'-011 1�1 Kelm StUdIOMENG Air Barrier Diagram: Applicable Code Section: WSEC 402.5.1.1 to C402.5.1.2 *Project will meet the air leakage requirements of 2015 WSEC Section C402.5, including the whole building envelope air leakage testing and reporting as described in Section C402.5.1.2 Building envelope air leakage shall not exceed 0.40 CFM/ft2 at 0.3 inches water gauge. See C406 compliance path notes below for additional air leakage criteria. Additional Efficiency Package Options: Applicable Code Section: WSEC 406 • Project will comply with Section C406 options #2 and #8. Compliance with provision C406.3 — Reduced Lighting Power will be documented on the 2015 WSEC Lighting Forms. *Compliance with C406.9 - Reduced Air Infiltration (.25 CFM/ft2) has been indicated on the 2015 WSEC Compliance forms and will be confirmed during the air barrier testing. Commissioning: Applicable Code Section: WSEC C408 • Project will meet the commissioning requirements of 2015 WSEC Section C408, including a plan, report, and functional testing of the mechanical systems, electrical, and lighting. Energy metering and energy consumption management: Applicable Code Section: WSEC C409 • The project has approximately 14,000 square feet of gross conditioned floor area that is not served by its own utility services and meters (retail and dwelling units are separately metered). This meets the C409.1 Exception 2, thus additional metering and data procurement systems are not required. Per C404.9, each individual dwelling unit will be provided with a domestic hot water meter, with details shown on the plumbing permit set. Commoni� Residential LL. conditioned& C409.1 General. Buildings With a gross comply with Section C4M Buildings shall bec equipped to measure, monitor, tedord and display energy consumption data for each energy source and end Use category per the provisions of this section, to enable effective energy management. Conditioned Area (excluding dwelling units and separately metered retail) is 14,015 s , which i less than 25,000 sf threshold per C409.1 exception 2. Therefore a meter and data procurement system is not required. ARCHITECTURE. PLANNING CONSULTING. 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 • 1 1 CLIENT/OWNER LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 ISSUED FOR: 274" O'" �FctSTER'� �SS�ONA1. ECG TITLE Willa KEY PLAN PROJECT NUMBER BUILDING PERMIT SET BLDG PERMIT CORRECTIONS #1 1 01006 1 1 03/17/2017 1• 1 1 SHEET CONTENTS ENERGY CODE 1 /8„ = 1 1-011 M1 • GENERAL NOTES 1) THE GROUND SURVEY PORTION OF THIS A.L.T.A. SURVEY WAS PERFORMED IN FEBRUARY, 2014 IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR A.L.T.A. / ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY A.L.T.A., ACSM AND NSPS IN 2011. 2) BASIS OF BEARING - WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD-83/11. NORTH 00°50'05" EAST ALONG THE CENTERLINE OF 100TH AVE NW BETWEEN MONUMENTS FOUND IN PLACE AND AS SHOWN HEREON. 3) THE UTILITIES SHOWN ARE ABOVE GROUND OBSERVABLE FEATURES LOCATED BY CONVENTIONAL SURVEY METHODS. NO GUARANTEE IS MADE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 4) VERTICAL DATUM IS NAVD-88 5) BENCHMARK WSDOT "JEFF RESET" WSDOT BRASS DISK CEMENTED INTO A DRILL HOLE SET LEVEL WITH THE CONCRETE SURFACE. ELEV = 12.95 FEET (NAVD 88) 6) SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. 7) BY GRAPHIC PLOTTING ONLY, THIS A.L.T.A. SITE SITUATES IN FLOOD ZONE 'X' OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO 53061C1315 E, WHICH BEARS AN EFFECTIVE DATE OF NOVEMBER 8, 1999. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY. ZONE 'X' IS DEFINED AS AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOODPLAIN. 8) SQUARE FOOTAGE OF THIS SITE IS AS FOLLOWS: PARCEL A-73,647 S. F. PARCEL B-44,261 S. F. 9) STRIPED PARKING STALLS CONTAINED WITHIN THIS SITE ARE AS FOLLOWS PARCEL A REGULAR STALLS -81 ADA STALLS -3 PARCEL B REGULAR STALLS - 0 ADA STALLS - 0 LAND DESCRIPTIONS PER STEWART TITLE COMPANY ORDER NO: 01148-28914 DATED JANUARY 22, 2014. PARCEL A LOTS B, C AND X, WESTGATE VILLAGE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 200303075001, BEING A PORTION OF LOTS 7 THROUGH 10, BLOCK 2, WESTGATE PARK DIVISION NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGES 40 AND 41, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. PARCEL B LOTS 1 AND 2, CITY OF EDMONDS SHORT PLAT NO. S-3-85, RECORDED UNDER RECORDING NO. 8508130344, BEING A PORTION OF LOT 6, BLOCK 2, WESTGATE PARK DIVISION NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGES 40 AND 41, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 00610700200501 McDONALDS REAL ESTATE COMPANY NO ADDRESS 00610700200502 `L10 ROBERT AND PATRICIA RYAN OajF'' 23001 102ND PL W Opt EDMONDS, WA 98020 �O ` 00610700200503 DENNIS DEMPSEY 23009 102ND PL W EDMONDS, WA 98020 �OQ Fe O cl�o OO rl 01, MAINTAINED AWN 1/2" REBAR AT WOOD FENCE 00610700201900 N88'35'38' 0.4' WEST OF CORNER PETER AND LEEANNE BENNETT 23015 102ND PL W EDMONDS, WA 98020 203.10' TITLE NOTES STEWART TITLE COMPANY ORDER NO: 01148-28914 DATED JANUARY 22, 2014. USED FOR LAND DESCRIPTION AND EASEMENTS OF RECORD. NO FURTHER SEARCH INTO THE RECORD WAS REQUESTED OR PERFORMED. THE FOLLOWING NOTES PERTAIN TO SCHEDULE 'B', SPECIAL EXCEPTIONS, AS DISCLOSED WITHIN SAID REPORT. 1) PARAGRAPHS 1 THROUGH 13 PERTAIN TO REAL ESTATE TAXES, EXCISE TAXES, SEWER TREATMENT CAPACITY CHARGES, DEED OF TRUSTS AND LEASES. NONE OF WHICH PERTAIN TO MATTERS DISCLOSED BY THIS SURVEY. SEE SAID DOCUMENTS FOR FULL PARTICULARS. 2) PARAGRAPH 14: SUBJECT TO RESTRICTIONS, EASEMENTS, DEDICATIONS, AND DELINEATED MATTERS CONTAINED ON THE FACE OF THE PLAT OF WESTGATE PARK, DIVISION 2 AS RECORDED IN VOLUME 13 OF PLATS, PAGE(S) 40 AND 41, AND ANY AMENDMENTS THERETO. NOTE: PLOTTABLE FEATURES SHOWN HEREON. 3 -c� 3) PARAGRAPH 15: SUBJECT TO EXCEPTIONS AND RESERVATIONS AS CONTAINED IN INSTRUMENT: 0 o FROM: STATE OF WASHINGTON o 0 RECORDING NO.: 403140 Cl NOTE: SAID INSTRUMENT RESERVES TO THE STATE OF WASHINGTON MINERAL AND ROADWAYS RIGHTS. 0 c Q 4) PARAGRAPH 16: SUBJECT TO RIGHT OF STATE OF WASHINGTON OR ITS SUCCESSORS, SUBJECT TO PAYMENT OF COMPENSATION THEREFORE, TO ACQUIRE RIGHTS OF WAY FOR PRIVATE RAILROADS, SKID ROADS, FLUMES, CANALS, WATER COURSES OR OTHER EASEMENTS FOR TRANSPORTATION AND MOVING TIMBER, STONE, MINERALS AND OTHER PRODUCTS FROM THIS AND OTHER PROPERTY. NOTE: THIS PARAGRAPH IS IN REFERENCE TO DEED IDENTIFIED IN NOTE 3 ABOVE. 0 0 5) PARAGRAPH 17: SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Q vo GRANTEE: PUBLIC UTILITY DISTRICT 1 OF SNOHOMISH COUNTY o PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS: PARCEL A o RECORDED: APRIL 17, 1950 o RECORDING NO.: 950622 o NOTE: THE DESCRIPTION CONTAINED WITHIN SAID INSTRUMENT DOES NOT ENCUMBER THE SUBJECT PARCEL. 0 z 6) PARAGRAPH 18: SUBJECT TO RESTRICTION AND THE TERMS AND CONDITIONS THEREOF: w = RECORDED: AUGUST 13, 1958 _ RECORDING NO.: 1295492 cc cc° (AFFECTS PARCEL A) E _ NOTE: INSTRUMENT (REAL ESTATE CONTRACT) REFERS TO CONDITIONS AND RESTRICTIONS AS DEFINED IN - w NOTES 3 AND 4 ABOVE. E Q Q 7) PARAGRAPH 19: SUBJECT TO LEASE AGREEMENTS BY WASHINGTON NATURAL GAS COMPANY AND THE TERMS AND CONDITIONS THEREOF: m co (AFFECTS NO.: 2289027 AND 7806210250 (AFFECTS PARCEL A) NOTE: INSTRUMENT CITED IS A NATURAL GAS APPLIANCE LEASE. DOCUMENT PROVIDED IS GENERALLY ILLEGIBLE BUT APPEARS TO RELATE TO INSTALLATION OF A COMMERCIAL GAS HEATING/CONVERSION a a SYSTEM. NO SEARCH WAS PERFORMED AS PART OF THIS SURVEY TO VERIFY THE EXISTENCE OF SAID N N SYSTEM. M� rt rt 8) PARAGRAPH 20: SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF: 00 0 o GRANTEE: PUBLIC UTILITY DISTRICT 1 OF SNOHOMISH COUNTY c1 c\ PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM `o `o AFFECTS: PARCEL A ai m RECORDED: MAY 31, 1974 0 o 15 RECORDING NO.: 2342719 NOTE: EASEMENT PLOTTED HEREON. o> cc �W NE 1/4 OF NW 1/4, SEC. 36, TWP 27N., RNG. 5E., W.M. LEGEND 151. FOUND TACK IN 2" IRON PIPE IN CASE CL EDMONDS WAY ® BRASS CAP. (FOUND AS NOTED) SIGN SURVEY CENTER LINE - - 105+35.52 (SR 104) �� • IRON PIPE (FOUND AS NOTED) ® STORM AREA DRAIN TOP OF SLOPE SSMH TRAFFIC SIGNAL/STREET LIGHT TRAFFIC STRIPING RIM=311.31 • REBAR (FOUND AS NOTED) CT-�=='_..................................................................................................... IE=304.5 42" `PP SE /y9 MONUMENT (FOUND AS NOTED) � JUNCTION BOX FENCE LINE (TYPE AS NOTED) X X X X 0� CB AFC ` D \ RIM=312.86 ►004 QUARTER CORNER Q FIRE DEPT. CONNECTION RETAINING WALL IE-309.6 8"CPP NW �Q�O.p'1p \ \ �E ELECTRIC VAULT EASEMENT LINE 999°99 SPOT ELEVATION yp\ `r0 \ \ 5 X10 ANCHOR EASEMENT PROPERTY LINE - - PER AFN-2342719 0� o �i �' \ \ O TAX LOT / PARCEL NUMBER ELECTRIC POLE/STREET LIGHT - — — — — — — — — — — — - F` 71 tiF F \ \ (SEE TITLE NOTE 8) EXISTING RIGHT-OF-WAY LINE �--ono-"p \ E-- GUY ANCHOR CLEANOUT SECTION LINE 011 o ® \ \ \ kp WATER VAULT �%yFS F Q 00610700200504 QUO ARCHLAND PROPERTY LLC p� NO ADDRESS G� GONG 165 5<1 �10 ASPH 316,70 O ff 0Q. _ GARAGE 316,81 °c CONC ROOF EL=329.0 `t0 CONC 317°412R6't ROOF EL=328.2 ' 2 GARAGE - 0- .�, \ �. \ \ ® ELECTRIC CABINET 0 WATER VALVE � WV SANITARY SEWER ss ss ss ° oq ���. \ DW \ \ F OLD P.C. WESTGATE O POST OR BOLLARD ®WM WATER METER OVERHEAD UTILITY LINE off off off S,�PARK NO. 2 PLAT oMB MAILBOX �, 106+23.44 (SR 104) FIRE HYDRANT STORM DRAIN so so so ASPH \ \ ��� \ \ , ®GV GAS VALVE P J N \ \ 6 WIDE OVERHEAD POWER LINE EASEMEMENT ASPH ASPHALT PER SHORT PLAT S-3-85 REC. NO.-8508130344 S SEWER MANHOLE BWF BARB WIRE FENCE 7 .24 q A \ \ \ (SEE TITLE NOTE 10) \Sy \ \ 2'X10' ANCHOR EASEMENT STORM DRAIN MANHOLE CB CATCH BASIN OD 1y9 OHO \ \ \ \ PER AFN-2342720 �7'31'01 / .p0 I (� O \ (SEE TITLE NOTE 9) ® STORM CATCH BASIN C&G CURB AND GUTTER cS• L R=640.00 / L=83.96' �'OtiT/ o WM SIGNAL\ DRIVEWAY SUBJECT TO :: LANDSCAPE LIGHT CLF CHAIN LINK FENCE CONC 0 MONITOR ACCESS AGREEMENT PER CO CLEANOUT POLE \ REC. NO.-200305200668 J O��OF \ (SEE TITLE NOTE 15) APPROXIMATE CENTERLINE CONC CONCRETE 0 10 20 40 10' WIDE DISTRIBUTION Z �Q\ \ CB CPP CORREGATED PLASTIC PIPE � 061`07000200600� '0°- RIM=315.98 /'ir ' yyCR \ \ \ IE=313.4 6"CPP SW EASEMENT PER REC. NO.-200303240191 DI DUCTILE IRON WILLIAM C. NON_ 316E V (SEE TITLE NOTE 14) 10032 EDMONDS WAY \ ECC EXTRUDED CONC CURB 6Q� EDMONDS, WA 98020 31,~ \ \ CB IE INVERT ELEVATION ROOF EL=331.8 "� \ RIM=317.00 OH BUILDING OVER HANG IE=313.4 8"CPP SW HOUSE �,-/ `I �� •' 316 59 \ \\ IE=313.2 12"CONC SE PVC POLYVINYL CHLORIDE PIPE ;`�✓,�. / \ \ \ IE=313.1 12"CONC NE SSMH SDMH STORM DRAIN MANHOLE ��. WV WM ® o \ RIM=316.79 W" \ IE=306.1 42" CPP NW PVC SANITARY MANHOLE - \ IE=306.1 42" CPP SE CONC -,:1' / TOP TOP OF SLOPE �t`° Oob \ \ O \ WDF WOOD FENCE WV--` � � R op \ \ \ \ \ D \ \9 O RIM- 317.88 9 �� p,� o SO �O s IE=314.6 4"FLE SW 1 BRICK FIREPLAC /IE=314.2w 6"PVC SE �L 316,45 a I IE=314.1 12"CONC NW 317.26 � UV �° � � ASPH �4 wSO. 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" ; 3 „� ix , O : ' .' 0� i O `\' 2V � "`�s ' • i ry x a x 7,11p� CBo oM zoRIM=316.53 o CONC COLUMN (TYP) T�jM,,.,c0 C� B /v _ � IE=313.3 6 PVC SW •' • •., _ STORM CEPTOR 2N co `�......... - = ASPH i �� $� ��P IE 3132 6"CPP NE ASPH GO� Q CO / �j�°4' Oy ns r = op IE=313.1 12 CPP S o 0 0 O " \ \317°08 E 317,17 �` .r. �� 7°49 i�/ op o , . ., S D 57. `. 06147002006b21'y O UPPER ROOF Q so WILL`�lAM`yC. NFLS01�1 o „, a 5 ,r r� o V ,. � � ;`{f EL=340.6 D149ND'Sx WAY `` LOWER ROOF V v ® 317,73 'DM DSIN,WA8020 WG 40 \9 16°96 0' EL=336.4 o ONC CB .,.Y f F<1 I� II II I <1 1 <1 1 ,1 11 1 1 ti �. �_ .. �_ ., .r ., .r ., ... 317033 so / RIM=318.19 \„ 'I x ; � �k RETAIL SHOPPING it ASPH C NC I IE=314.5 12"CPP S c4, 0 O IE=308.6 42"CPP E . IE=308.6 42"CPP NW -` �,yh / Q 0061 700200803` r-{ i I O� WILLIAM C. NELSON I cOti PARCEL A ��" 317.74 .�.� ASPH V O / 10000-19016 EDMONDS WAY _.._, I ��0� �� I �` EDM NDS, WA 98020 ,. T ;; I t i I i `�; I I , 9� $ 316.9 zo ��' ��. t �i 317,34 <v V'Z CB ' 4v � RIM 316 40 317.28 I 9•. O� c, �`� RM=316.98 1 1 b70 200`902 '`� , �., �'( 1�Gj IE=312.9 6"PVC SW � ^� 0 � ��, Q i h IE=312.9 8"CPP N N ^ �� ; , 3 I I ,x h W[•I IA C.'' wNELS,OC7 ^iq0� 1 E 316 1 4"DI W -- \ w of IE=312.9 12"CPP NW s h w UCD z � � ��� O �-- w � � ..; � '' ,� IE=316.0 8"CPP N p `` "Q, �y ` ww� w ° N P �`. z (ELBOWS DOWN) ram'`,• r r IE=31 2 CPP SE ••� a 2.8 1 0 1- r O U i♦ � 1 x 'O� W Q \ r� I 7r ,� ,�„,� , ,r, ♦ i� \ ` F 317,34 W � O 2 W W ' 1•`I < i s`I, I1„i I t,.� ��t s% W xwg00 IN o�� r QQ 'M T REBAF WI'� H ~ A'AO CB o ci w " ". .o RIM-317. Z8 w ''`,.ate x C1 LS 110�5� AN -31 PP SE w z ` O 317.73 � `„.. _ � LE,A'�6N" I E- 4. 8"C C V ' 0 - X X X X P1Qi;TH D F ,317.41 S CO f�. �. 1 „ o OS 0 `` , wzl I,on 1„:Q WEST OF •.,.0 NER 3 4" IRON PIPE 4 SEPAR RS ""' 0 / N883538"W 136.46' - - _ `' ` j� . . 3.4' NORTH OF LINE ASPH _ T CB A RIM-317.16 w O 41,p - - i ----- Cyr/N v IE-313.0 12"CPP NW �o ��' FO CONC NORTH LINE LOT 10 y` 00610700201901� �/ I a N 317°37 N °` 1 s IE-312.4 12"CPP SE o NORMAN AND GAYLE DAVIS /fFF� IE=311.7 12"CPP SW 23019 102ND PL W cF .I- ` .,h °„, "�„ �, �• � 9Ta IE=311.3 12"CPP NE z GM o I EDMONDS, WA 98020 tI N88'35'38"W �' o CONC O WM fso cS,.,,"', d� �34 9' CONT. w ; t 9) PARAGRAPH 21: SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF: L �� 1 Y'ki o GRANTEE: PUBLIC UTILITY DISTRICT 1 OF SNOHOMISH COUNTY o to` PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM z AFFECTS: PARCEL A RECORDED: MAY 31, 1974 i RECORDING NO.: 2342720 ; "5 NOTE: EASEMENT PLOTTED HEREON. c,' 1, ; 10) PARAGRAPH 22: SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS AND EASEMENTS CONTAINED o IN SHORT PLAT: RECORDED: AUGUST 13, 1985 Iv'� RECORDING NO.: 8508130344 ' (AFFECTS PARCEL B) I NOTE: EASEMENTS AND RESTRICTIONS PLOTTED HEREON. _ s i 11) PARAGRAPH 23: SUBJECT TO TERMS AND CONDITIONS OF SURVEY RECORDED DECEMBER 23, 1986 1 UNDER RECORDING NUMBER 8612235005. (AFFECTS PARCEL A) NOTE: CERTAIN FEATURES SHOWN ON SAID SURVEY NOTED HEREON. -1,v i 12) PARAGRAPH 24: SUBJECT TO TERMS AND CONDITIONS OF SURVEY RECORDED AUGUST 9, 1988 UNDERF—Li- RECORDING NUMBER 8808095001. (AFFECTS PARCEL A) .� 1 NOTE: CERTAIN FEATURES SHOWN ON SAID SURVEY NOTED HEREON. I 13) PARAGRAPH 25: SUBJECT TO COVENANTS,CONDITIONS, RESTRICTIONS AND/OR EASEMENTS AND THE I TERMS AND CONDITIONS THEREOF: `�� RECORDED: MARCH 7, 2002 RECORDING NO.: 200203070234 (AFFECTS PARCEL A) NOTE: RECIPROCAL EASEMENT AGREEMENT CONTAINS VARIOUS CONDITIONS RELATED TO USE OF THE PROPERTY, COMMON AREAS, EASEMENT SHARING, ALTERATION AND TERMINATION, SIDEWALK USE, SIGN MAINTENANCE, GENERAL MAINTENANCE, DEVELOPMENT EXPANSION, INSURANCE, ETC. NONE OF WHICH ARE PLOTTED HEREON. SEE SAID DOCUMENT FOR FULL PARTICULARS. 14) PARAGRAPH 26: SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUBLIC UTILITY DISTRICT 1 OF SNOHOMISH COUNTY PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS: LOT B OF PARCEL A RECORDED: MARCH 24, 2003 RECORDING NO.: 200303240191 NOTE: DETERMINATION OF UNDERGROUND UTILITY LOCATION REQUIRED TO ESTABLISH THE EXACT LOCATION OF SAID EASEMENT. APPROXIMATE LOCATION OF SAID EASEMENT PLOTTED HEREON. 15) PARAGRAPH 27: SUBJECT TO AGREEMENT REGARDING ACCESS TO EDMONDS WAY AND THE TERMS AND CONDITIONS THEREOF: RECORDED: MAY 20, 2003 RECORDING NO.: 200305200668 (AFFECTS PARCEL A) NOTE: DRIVEWAYS AFFECTED BY AGREEMENT NOTED HEREON. CONDITIONS OF AGREEMENT STATE LIMITATION OF EAST EDMONDS WAY DRIVEWAY TO RIGHT IN/OUT ACCESS AND WEST EDMONDS WAY DRIVEWAY TO RIGHT IN AND RIGHT/LEFT OUT ACCESS. 16) PARAGRAPH 28: SUBJECT TO TERMS AND CONDITIONS OF SURVEY RECORDED MARCH 7, 2002 UNDER RECORDING NUMBER 200203075001. (AFFECTS PARCEL A) NOTE: CERTAIN FEATURES SHOWN ON SAID SURVEY NOTED HEREON. ASPH so CO 6� 17.36 • co / .WV /j G� ry'1 /' RIM=316.80 3'35'38"E 41 IE=313.8 12"CPP SW 96 71' '�/> IE=313.7 12"CPP NE X CONC GV ' v ® / w CB E RI RIM=317.10 v"` "A RO'XIMATE IE=314.1 8"CPP NW w CENTERLINE 10' WIDE IE=314.1 12"CPP S DISTRIBUTION EASEMENT IE=314.0 12"CPP NE PER REC. NO.-200303240191 (SEE TITLE NOTE 14) I ...................... .ECC ....... :...::.... Q o Q........................................................................................................ f CO I I 3 ASPH CO 2 N88'35'38"W 177.96 v~i vo��� 40' r� \S ASPH i co GV�GV a i 1 co e1� GVI GV w y. ............................................................................. . CB.................................................. _ Cg.......................................Lo RIM=316.81 IE=313.2 12"CPP W �_ :: IE=313.1 12"CPP N I of RIM=316.90 r♦ i • r� r% ,� r� r% r� r% rs r- r% r% A IE=314.1 12"CPP S I Z 1.4 1% i i t i< i i< I 1 -\ I i l i 1 �. 1_ .. ., ., .. IE=314.0 12"CPP W I N 00610700201001 I (0 HBC EDMONDS LLC I p z 1 23028 100TH AVE W ~¢ Q EDMONDS, WA 98020 I a I QIQ �O I ~ 0�3 I oi.. FOUND "X" IN 3" - - - - tlo SURFACE MONUMENT - - - _ INTERSECTION 100TH AVE W AND 232ND ST SW i CONT. 17) PARAGRAPH 29: SUBJECT TO TERMS AND CONDITIONS OF SURVEY RECORDED OCTOBER 17, 2012 UNDER RECORDING NUMBER 201210175031. (AFFECTS PARCEL A) NOTE: CERTAIN FEATURES SHOWN ON SAID SURVEY NOTED HEREON. 18) PARAGRAPHS 30 THROUGH 34 PERTAIN TO UNRECORDED LEASEHOLDS, TITLE AFFIDAVITS AND HENBART LLC TITLE INSURANCE REQUIREMENTS. NONE OF WHICH PERTAIN TO MATTERS DISCLOSED BY THIS SURVEY. SEE SAID DOCUMENTS FOR FULL PARTICULARS. CERTIFICATION TO HENBART LLC, AND STEWART TITLE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2 THROUGH 5, 7(A), 7(C), 8, 9, 11(A) AND 13. THE FIELD WORK WAS COMPLETED ON FEBRUARY 27, 2014. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE STATE OF WASHINGTON, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN. DOUGLAS E. VOGT, P.L.S. #38017 DATE L. L/ i I I V L/ I/ w 220TH ST SW Q o 228TH ST SW D rn 0 CD SITE 104 99 w � a =a o m o 205TH ST z N.T.S. 5 ) w .• • • Lo 4 •• • u _ 11,_ :' 1 DATE: MARCH 20, 2014 DESIGN: DRAWN: AAA CHECKED: DEV REVISION NUMBER: SCALE: 1 "=20' ['ROJECT ITIFMBER: // fxf/ IVRAWING FILE: ' ' - • 1111 111 � �� SHEET NO. OF SECTION 25, TOWNSHIP 27 N, RANGE 3 E 0- N N 0 N 75 0 0 0 m 0 W i co CD i 3 11 E"H 14 m 220TH ST SW 0 0 _ co Cn D � m � Z 228TH ST SW 00 EDMONDS WAY/ SR 104 m s� PROJECT LOCATION o\ VICINITY MAP NTS EDMONDS, COUNTY, IIII II WASHINGTON OWNER CIVIL WESTGATE VILLAGE, LLC 4025 DELRIDGE WAY SW, SUITE 530 SEATTLE, WA 98106 ARCHITECT STUDIO MENG STRAllARA 2001 WESTERN AVENUE, SUITE 200 SEATTLE, WA 98121 (206) 587-3797 CONTACT: CHRIS DAVIDSON APPLICANT STUDIO MENG STRAllARA 2001 WESTERN AVENUE, SUITE 200 SEATTLE, WA 98121 (206) 587-3797 CONTACT: CHRIS DAVIDSON PACLAND-SEATTLE 1505 WESTLAKE AVE N, SUITE 305 SEATTLE, WA 98109 (206) 522-9510 CONTACT: BILL FORTUNATO, P.E. LUKE RANDLES, P.E. DAVID EVANS AND ASSOCIATES, INC. 415 118TH AVE SE BELLEVUE, WA 98005-3518 (425) 519-6500 CONTACT: DOUGLAS VOGT, P.L.S. LANDSCAPE THOMAS RENGSTORF ASSOCIATES 811 FIRST AVE, SUITE 615 SEATTLE, WA 98104 (206) 682-7562 CONTACT: FORREST JAMMER SHEET NO. DRAWING TITLE CV-1.0 COVER SHEET CV-1.1 GENERAL NOTES CS-1.0 EXISTING CONDITIONS PLAN D-1.0 DEMOLITION AND ESC PLAN D-2.0 ESC DETAILS C-1.0 SITE PLAN C-2.0 GRADING AND DRAINAGE PLAN C-2.1 ENLARGED GRADING PLANS C-3.0 UTILITY PLAN C-5.0 SANITARY SEWER DETAILS C-6.0 STORM DRAINAGE DETAILS C-6.1 STORM DRAINAGE DETAILS C-6.2 STORM DRAINAGE DETAILS C-6.3 STORM DRAINAGE DETAILS C-7.0 WATER DETAILS C-7.1 WATER DETAILS C-7.2 WATER DETAILS C-7.3 WATER DETAILS C-8.0 PAVING AND SITE DETAILS C-8.1 PAVING AND SITE DETAILS C-8.2 PAVING AND SITE DETAILS TRAFFIC GEOTECH STRUCTURAL SITE INFORMATION GIBSON TRAFFIC CONSULTANTS PANGEO INC. QUANTUM CONSULTING ENGINEERS NORTH PARCEL 2813 ROCKEFELLER AVE B 3213 EASTLAKE AVE E #B 1511 3RD AVE #323 PARCEL NUMBER: 00610700200600 EVERETT, WA 98201 SEATTLE, WA 98102 SEATTLE, WA 98101 SITE ADDRESS: 10032 EDMONDS WAY (425) 339-8266 (206) 262-0370 (206) 957-3900 EDMONDS, WA 98020 CONTACT: MATT PALMER, P.E. CONTACT: W. PAUL GRANT, P.E. CONTACT: SANDRA KODAMA, P.E., S.E. CURRENT ZONING: WESTGATE MIXED USE (WMU) SITE AREA: 13,939 SF (0.32 ACRES) MCP SOUTH PARCEL RUSHING COMPANY PARCEL NUMBER: 00610700200701 1725 WESTLAKE AVE N, SUITE 300 SITE ADDRESS: 10020 EDMONDS WAY SEATTLE, WA 98109 EDMONDS, WA 98020 (206) 285-7100 CURRENT ZONING: WESTGATE MIXED USE (WMU) CONTACT: RAE ANNE RUSHING, P.E. GOVERNING AGENCY ABBREVIATIONS SITE AREA: 40,948 SF (0.94 ACRES) CITY OF EDMONDS AASHTO AMERICAN ASSOCIATION OF EX EXISTING PUD PLANNED UNIT LEGAL DESCRIPTION 121 5TH EDMONDS, 4WA 98020 VE N STATE HIGHWAY AND FFE FINISHED FLOOR ELEVATION DEVELOPMENT (425)771-0220 TRANSPORTATION OFFICIALS PVC POLYVINYL CHLORIDE PARCEL 00610700200600: LOT 1 SITE PLAN AFN 200203075001 ARCH ARCHITECTURAL FL FLOW LINE RD ROAD PARCEL 00610700200701: LOT C SURVEY RECORD AFN 200203075001 ASTM AMERICAN SOCIETY FOR FT FEET UTILITY PROVIDERS TESTING AND MATERIALS HDPE HIGH -DENSITY REQS REQUIREMENTS AVE AVENUE POLYETHYLENE S SOUTH DEVELOPMENT STANDARDS COYROF EDMONDS T SOUTH PM SEWER AARCEL: ECDC EDMONDS COMMUNITY HORIZ HORIZONTAL SD STORM DRAIN 121 5TH AVE N OLYMPIC VIEW WATER DEVELOPMENT CODE HP HIGH POINT SDR STANDARD DIMENSION RATIO ZONING: WMU EDMONDS, WA 98020 AND SEWER DISTRICT BMP BEST MANAGEMENT HWY HIGHWAY SF SQUARE FEET MINIMUM STREET SETBACK FROM 100TH AVE W 16' 425 771-0220 () 8128 228TH STREET SW PRACTICE MINIMUM STREET SETBACK FROM SR 104 16' EDMONDS, WA 98026 IE INVERT ELEVATION SS SANITARY SEWER MINIMUM BUILDING SETBACK FROM P- OR R-ZONES 15' WATER (425)774-7769 BW BOTTOM OF WALL LP LOW POINT ST STREET -MUST BE LANDSCAPED AND MAINTAINED OLYMPIC VIEW WATER CB CATCH BASIN MINIMUM WIDTH SIDEWALK AND LANDSCAPE BUFFER 13' AND SEWER DISTRICT ELECTRIC MAX MAXIMUM SW SIDEWALK 8128 228TH STREET SW PUGET SOUND ENERGY CL CLASS MEP MECHANICAL/ TC TOP OF CURB EDMONDS, WA 9802 10885 N.E. 4TH STREET CO CLEANOUT ELECTRICAL/PLUMBING PARKING: (425)774-7769 BELLEVUE, WA 98004 TG TOP OF GROUND -1.0 SPACE PER 400 SQ FT OF COMM. SPACE (800)562-1482 CY CUBIC YARDS MH MANHOLE TP TOP OF PAVEMENT -1.2 SPACES FOR EVERY DWELLING UNIT UNDER 900 SQ FT SEWER DIA DIAMETER MIN MINIMUM TW TOP OF WALL -1.75 SPACES FOR EVERY DWELLING UNIT OVER 900 SQ FT NORTH PARCEL: NATURAL GAS CITY OF EDMONDS PUGET SOUND ENERGY DR DRIVE MJ MECHANICAL JOINT TYP TYPICAL 121 5TH AVE N 10885 N.E. 4TH STREET E EAST MUTCD MANUAL ON UNIFORM VERT VERTICAL EDMONDS, WA 98020 BELLEVUE, WA 98004 TRAFFIC CONTROL DEVICES (425)771-0220 (800)562-1482 ESAL EQUIVALENT SINGLE -AXLE W WEST LOAD N NORTH ESC EROSION AND SEDIMENT NTS NOT TO SCALE WA WATER CONTROL PE POLYETHYLENE WSDOT WASHINGTON DEPARTMENT OF TRANSPORTATION No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 Desin®d W Issue Dates LRR 07/14/2017 PERMIT Drawn By. CMD Chocked By. Project No; WFF 10-382-001 CITY OF EDMONDS GENERAL NOTES GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - C R NT IN R AT ON L UI I G OD I C - 2016 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AN MUNICIPAL CONSTRUCTION _ -- ENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER To CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE. 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES. LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO LINDA.MCMURPHYQEDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE IN UNPAVED AREAS SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. APPROVED FOR CONSTRUCTION CITY OF EDMONDS gm 0T CITY ENGINEERING DIVISION WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W COVER SHEET CV-1.0 Suit Westlake Ave. N. F (206) 522-9510 EDMONDS, WA Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM SECTION 25, TOWNSHIP 27 N, RANGE 3 E E 0- N N 0 N M 75 0 0 0 m 0 W i co 0 i 3 11 E"H 1.4 14 m EROSION CONTROL NOTES DEMOLITION NOTES GRADING NOTES GENERAL UTILITY NOTES 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY DAVID EVANS AND ASSOCIATES, INC., COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY DAVID PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN DATED MARCH 2O14. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO ON -SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED EVANS AND ASSOCIATES, INC., DATED MARCH 2O14. THE CONTRACTOR IS RESPONSIBLE FOR SHEET ARE BASED UPON SURVEY PREPARED BY DAVID EVANS AND ASSOCIATES, INC., DATED MARCH BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONSTRUCTION. VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF 2014. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE 2. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, WITHIN THE LIMITS OF WORK UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ON INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE CODES. DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT 3. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A TO THE OWNER FOR REVIEW. 4. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH AN BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR EXCESS OF 3' COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, 2. CAUTION - NOTICE TO CONTRACTOR 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND/OR ELEVATION OF EXISTING PROVIDED THAT THESE ABANDONED UTILITIES ARE GROUTED AND CAPPED. THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND/OR ELEVATION OF THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN THE PROPOSED EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS BUILDING PAD AREA, INCLUDING 10' BEYOND FOUNDATIONS, SHALL BE REMOVED. UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE 5. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS STRUCTURES TO CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED CONSTRUCTION. REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. ON THESE PLANS. SITE NOTES IMPROVEMENTS SHOWN ON THESE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING STATE, AND FEDERAL STANDARDS. 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS UNLESS OTHERWISE NOTED. DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF AND CODES AND O.S.H.A. STANDARDS. 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEERS UNDERSTANDING THE OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD RIGHT-OF-WAY. 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED 5. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF ANY EXISTING LINE. PROJECT HAS BEEN COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH UPON SURVEY PREPARED BY DAVID EVANS AND ASSOCIATES, INC., DATED MARCH TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR 8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. JURISDICTION. 2014. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH 9. ALL UTILITIES SHOULD BE KEPT TEN 10' APART PARALLEL OR WHEN CROSSING 18" VERTICAL ( ) (PARALLEL) 6. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO 6. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL GOVERNMENTAL AGENCY WITH JURISDICTION AND THE SITE IS STABILIZED. CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS NOTED. JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS 7. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING INSPECTED BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. EXPENSE A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE SUBMIT IT TO THE OWNER FOR REVIEW. 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE HANDLED 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL 3. CAUTION - NOTICE TO CONTRACTOR AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES CONSTRUCTION IS APPROVED. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 8. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION 13. AND ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES OR UTILITY SERVICE / / CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS ACTIVITIES. COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION CONNECTION OF SERVICE. QUALITY. EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND 9. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FROM PROJECT SITE. SPECIFICATIONS. ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, TO SAME. 15. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, 2 - 4" PVC SCHEDULE 40 CONDUITS, AND PULLING STRAW BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS 11. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF WIRES FOR UNDERGROUND TELEPHONE SERVICE FROM EXISTING FACILITIES AS SHOWN ON PLANS. POTENTIAL DEPTH. WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. THE FOOTINGS. CONTRACTOR TO COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. 10. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND 12. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 16. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS & 13. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN AND HORIZONTAL CONTROL PLAN. AND VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE 11. DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED ENTRANCE LOCATIONS. STORM DRAINAGE NOTES LOCATIONS. 5. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE 17. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE CONSTRUCTION DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. ACCOMPLISHED BY UTILITY PROVIDER. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL 6. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE 1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. 2. PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE WATER NOTES PUBLIC RIGHT-OF-WAY. 7. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE 13. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE CITY ENGINEERS APPROVAL PRIOR TO ANY WORK WITHIN THE CITY THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC RIGHT-OF-WAY. WAY AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 1. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND ROADWAYS. 8. FIRE LAANENE STRIPING ALONG FIRE TRUCK ACCESS WAYS SHALL BE INSTALLED AS 3. '" STORM DRAINAGE PIPE WITH LESS THAN 2-0COVER SHALL BE CLASS IV REINFORCED WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL 14. THIS APPROVED "TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN" MUST BE IMPLEMENTED PART OF THIS CONTRACT, IN ACCORDANCE WITH THE LOCAL CODE AND FIRE CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. PRIOR TO ANY SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. MARSHALL REQUIREMENTS. 4. ALL ON -SITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON MEETING LOCAL REQUIREMENTS. 15. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF 9. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 3. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. PLANS. TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) 6. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE 4. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1-INCH SIZE SERVICES. SADDLES 16. MAXIMUM SLOPES SHALL BE 2:1 HORIZ: VERT FOR FILL SLOPES, AND 2:1 HORIZ: VERT FOR CUT 10. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, &DOUBLE COATED, UNLESS OF GRATE FRAME IS AT TOE OF CURB OR FLOWLINE OF GUTTER (WHERE APPLICABLE). SHALL BE USED ON ALL TAPS 1-1/4" - 2" DIAMETER IN ANY PUBLIC MAIN. SLOPES. 7. CATCH BASIN INLET PROTECTION /EROSION CONTROL TO BE USED FOR ALL NEW INLETS. 5. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. 17. RETAINING FACILITIES EXCEEDING 4' IN HEIGHT REQUIRE A SEPARATE PERMIT. OTHERWISE NOTED. LIGHT POLE BASES TO BE PAINTED TRAFFIC WHITE (DOUBLE 6. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING 18. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE COAT). 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT WATER LINES SHALLOWER THAN 36" IS PROHIBITED. PROVIDED WITHIN 60 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. 11. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL SEED MULCH 9. STRUCTURE IS WATERTIGHT. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND 7. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. HYDROSEEDING DURING PERIODS OF LOW GROWTH. 12. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 8. ALL BACKFLOW PREVENTION DEVICES DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE ( 19. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE I BID. 10. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS AND FOOTING DRAINS TO PROPOSED BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED PROVIDED WITHIN THE NUMBER OF DAYS SPECIFIED BELOW SHALL BE HYDROSEEDE OR OTHERWISE 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT STORM DRAINS AS SHOWN. BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES STABILIZED, LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, 11. CONTRACTOR SHALL CONFIRM STRUCTURE CONSTRUCTABILITY WITH MANUFACTURER PRIOR TO 9. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND TEMPORARY HYDROSEEDI DURING PERIODS OF LOW GROWTH: ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING DELIVERY AND INSTALLATION. INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. WEST OF THE CASCADE MOUNTAIN CREST DURING THE DRY SEASON (MAY 1 - SEPT. 30): 7 DAYS AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST 10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. SHALL BE INCLUDED IN BASE BID. SANITARY SEWER NOTES 11. EXTERNAL WATER METER AND BACKFLOW PREVENTION VAULTS SHALL BE GASKETED IN AREAS OF HIGH DURING THE WET SEASON (OCTOBER 1 - APRIL 30): 2 DAYS 14. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. THE CONTRACTOR SHALL GROUNDWATER OR NEAR STORMWATER MANAGEMENT FACILITIES AS REQUIRED BY THE UTILITY PROVIDER, 20. SLOPE STABILIZATION. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL INSTALL CONDUIT AND ELECTRICAL CIRCUIT BETWEEN THE PYLON SIGN(S) AND 1. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT CONTRACTOR TO CONFIRM. MINIMIZE EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. THE LIGHTING PANEL. AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES. ALL INTERCEPTORS SHOULD BE CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE 15. THE SITEWORK CONTRACTOR SHALL CONNECT ALL LIGHTS WITHIN THE RETAIL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE STORE'S DEMISED AREA TO THE SECURITY CIRCUIT AS SHOWN ON THE 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE RIVATE LATERALS ASL4gEAND HOFUSCHEDULE D3034LE D3034 PVC RPVC UOR EQUAL. ALL AL. MINIMUM PIPSANITARY ESEWER R FOR PLATERALS MUST APPROVED F 0 R CONSTRUCTION PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. IN ADDITION, SLOPES 16. CURB RADII ADJACENT TO PARKING STALLS SHALL BE 2'. ALL OTHER CURB RADII SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (17) ABOVE. SHALL BE 10', UNLESS OTHERWISE NOTED. 3 BE PERLY ED T ENDS. CONNECTIONS INTOKTHEAEXIST NG SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS CITY 0 F E D M 0 �l D S 21. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION 17. ALL VERTICAL CONSTRUCTION SHALL MAINTAIN 10' MINIMUM SEPARATION FROM . SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE OVERHEAD POWER LINES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING. SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. CONFLICT EXISTS AND PRIOR TO CONSTRUCTION OF THE VERTICAL ELEMENT 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED 22. DUST ON THE SITE SHALL BE CONTROLLED PER LOCAL JURISDICTIONAL AIR QUALITY REQUIREMENTS. INCLUDING, BUT NOT LIMITED TO, LIGHT POLE BASES AND TRAFFIC SIGNAL AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL DATE: THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST STANDARDS. AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY SUPPRESSION OPERATIONS IS PROHIBITED. PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. 23. REFER TO PROJECT SPECIFICATIONS FOR SURFACE WATER POLLUTION PREVENTION PLAN (SWPPP) 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY BY: NARRATIVE. NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE CITY ENGINEERING DIVISION PROJECT AT HAND. No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 Desin®d W. Issue Dates LRR 07/14/2017 PERMIT Drawn By. CMD Checked By. Project No; WFF 10-382-001 Im 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W GENERAL NOTES cv-1.1 EDMONDS, WA E N N 0 N 75 D 3 X 11 . H 1.4 14 m GENERAL NOTES 1) THE GROUND SURVEY PORTION OF THIS A.L.T.A. SURVEY WAS PERFORMED IN FEBRUARY, 2014 IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR A.L.T.A. / ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY A.L.T.A., ACSM AND NSPS IN 2011. 2) BASIS OF BEARING - WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD-83/11. NORTH 00-50'05" EAST ALONG THE CENTERLINE OF 100TH AVE NW BETWEEN MONUMENTS FOUND IN PLACE AND AS SHOWN HEREON. 3) THE UTILITIES SHOWN ARE ABOVE GROUND OBSERVABLE FEATURES LOCATED BY CONVENTIONAL SURVEY METHODS. NO GUARANTEE IS MADE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 4) VERTICAL DATUM IS NAVD-88 5) BENCHMARK WSDOT "JEFF RESET" WSDOT BRASS DISK CEMENTED INTO A DRILL HOLE SET LEVEL WITH THE CONCRETE SURFACE. ELEV = 12.95 FEET (NAVD 88) 6) SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. 7) BY GRAPHIC PLOTTING ONLY, THIS A.L.T.A. SITE SITUATES IN FLOOD ZONE 'X' OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO 53061C1315 E, WHICH BEARS AN EFFECTIVE DATE OF NOVEMBER 8, 1999. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE VICINITY MAP o' 22sTH sr sw - SECTION 25, TOWNSHIP 27 N, RANGE 3 E s so TITLE NOTES TITLE NOTES (CONT.) ss so 8j + FOUND TACK IN 2" IRON PIPE IN CASE CL EDMONDS WAY STEWART TITLE COMPANY ORDER NO: 01148-28914 DATED JANUARY 22, 2014. USED FOR LAND DESCRIPTION AND 4) PARAGRAPH 16: SUBJECT TO RIGHT OF STATE OF WASHINGTON OR ITS SUCCESSORS, SUBJECT TO PAYMENT OF ss 105+35.52 (SR 104) EASEMENTS OF RECORD NO FURTHER SEARCH INTO THE RECORD WAS REQUESTED OR PERFORMED s 'B', COMPENSATION THEREFORE, TO ACQUIRE RIGHTS OF WAY FOR PRIVATE RAILROADS, SKID ROADS, FLUMES, CANALS, WATER THE FOLLOWING NOTES PERTAIN TO SCHEDULE SPECIAL EXCEPTIONS, AS DISCLOSED WITHIN SAID REPORT. COURSES OR OTHER EASEMENTS FOR TRANSPORTATION AND MOVING TIMBER, STONE, MINERALS AND OTHER PRODUCTS 1) PARAGRAPHS 1 THROUGH 13 PERTAIN TO REAL ESTATE TAXES, EXCISE TAXES, SEWER TREATMENT CAPACITY CHARGES, FROM THIS AND OTHER PROPERTY. oil DEED OF TRUSTS AND LEASES. NONE OF WHICH PERTAIN TO MATTERS DISCLOSED BY THIS SURVEY. SEE SAID DOCUMENTS NOTE: THIS PARAGRAPH IS IN REFERENCE TO DEED IDENTIFIED IN NOTE 3 ABOVE. DEV �sF p�PAsfT e FOR FULL PARTICULARS. 5) PARAGRAPH 17: SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF: °A�o \ =312.8s IE= 9.9j'Q°PP, 2) PARAGRAPH 14: SUBJECT TO RESTRICTIONS, EASEMENTS, DEDICATIONS, AND DELINEATED MATTERS CONTAINED ON THE GRANTEE: PUBLIC UTILITY DISTRICT 1 OF SNOHOMISH COUNTY SDMH \ OR EA PER AFN-2 42719 FACE OF THE PLAT OF WESTGATE PARK, DIVISION 2 AS RECORDED IN VOLUME 13 OF PLATS, PAGES) 40 AND 41, AND PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM RIM=311.31 , 2 F F IE=304.5 36" 3�Vkgi ,9S EE TITLE N 8) ANY AMENDMENTS THERETO. AFFECTS: PARCEL A \ R NOTE: PLOTTABLE FEATURES SHOWN HEREON. RECORDED: APRIL 17, 1950 o ss Syo 3) PARAGRAPH 15: SUBJECT TO EXCEPTIONS AND RESERVATIONS AS CONTAINED IN INSTRUMENT: RECORDING NO.: 950622 �\ \AFR LD P.C. WES ATE o. K N0. 2 PLA% �'`s FROM: STATE OF WASHINGTON RECORDING NO.: 403140 NOTE: THE DESCRIPTION CONTAINED WITHIN SAID INSTRUMENT DOES NOT ENCUMBER THE SUBJECT PARCEL. 6) PARAGRAPH 18: SUBJECT TO RESTRICTION AND THE TERMS AND CONDITIONS THEREOF: OQ\�O e ASPH \ \ 9,S ,os \ 3.44 (SR ,0 soFFoMo 25 NOTE: SAID INSTRUMENT RESERVES TO THE STATE OF WASHINGTON MINERAL AND ROADWAYS RIGHTS. 36 FOUND 'Y' 2" BRASS RECORDED: AUGUST 13, 1958 F° P°s �, �O g ,j0 `pl �� °S P� \ \ \ �iF AE EASEMEMENT S 6' WDE OVERHEADy O S PER ORT PLAT S- 8 0.-8508130344 M Syo NoyS DISK CASE C ENTE LINE EDMONDS WAY RECORDING NO.: 1295492 (AFFECTS PARCEL A) �`�4 �/• F,�O s ' 6Q, � A \ qs a Ay (SEE TI NOTE 10) �'� 2'X70' ANC EASEMENT SO�OR NOTE• INSTRUMENT (REAL ESTATE CONTRACT) REFERS TO CONDITIONS AND RESTRICTIONS AS DEFINED IN NOTES 3 AND 4 i"J �9( \ SS ER AFN-234 7'31'00 `F1�o ��F S- R= 40.04s'OG a0 G5 TITLE NOTE J ?� ABOVE. e \ \ L- 3.96' SIG troy W >F IVEWAY SUBJE o 7) PARAGRAPH 19: SUBJECT TO LEASE AGREEMENTS BY WASHINGTON NATURAL GAS COMPANY AND THE TERMS AND ASS AGREEMENT 00610700200504 Qom° �'�y%P S ARCHLAND PROPERTY LLC O� \ CONC �k F9Sq TO SS REC. .-2003052006 SO CONDITIONS THEREOF: NO ADDRESS k GF \ \ /� / — TOGA \ (SEE TITL NOTE 15) RECORDING NO.: 2289027 AND 7806210250 0 6TO700200600 BOA \=31s.sa (AFFECTS PARCEL A) NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR A VARIANCE FROM THE GAP g`Oh ➢ WIL AM C. NELSON —3,6— WCR \ \ = .4 6"CPP SW APP s� E CENTERLINE NOTE: INSTRUMENT CITED IS A NATURAL GAS APPLIANCE LEASE. DOCUMENT PROVIDED IS GENERALLY ILLEGIBLE BUT p o, � .,° r S FEDERAL EMERGENCY MANAGEMENT AGENCY. �SFPpo,Z G° h� s F 10032 EDMONDS WAY \ \ EASEMENT 10 W1t UTIOC. N APPEARS TO RELATE TO INSTALLATION OF A COMMERCIAL GAS HEATING/CONVERSION SYSTEM. NO SEARCH WAS F �' ° ASPH — u EDMON S, WA 98020 �31� N0.-2003032 t ZONE 'X' IS DEFINED AS AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR � 316.70 ROOF EL=331.8 \ S E TITLE NOTE so PERFORMED AS PART OF THIS SURVEY TO VERIFY THE EXISTENCE OF SAID SYSTEM. FLOODPLAIN. 20 ? osti HOUSE •316.59 \ \ Ss so \ 8) PARAGRAPH 20: SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF: 8) SQUARE FOOTAGE OF THIS SITE IS AS FOLLOWS: '`Z �, °' -� O o p \ \ RIM=3i7.00 \ GRANTEE: PUBLIC UTILITY DISTRICT 1 OF SNOHOMISH COUNTY J O, o y ^— O F \\ IE=313.4 8"CPP S° PARCEL A-73,647 S. F. 'o�'``�s� e titi- -R' SRB:- Q� w w \ ,3.2 ,2"coNc S \ PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM �, ?. O 12"CONC NE n PARCEL B-44,261 S. F. 16 �— GARAGE ,31s.a1 SDMH \ s AFFECTS: PARCEL A _ o RIM=316. W RECORDED: MAY 31 1974 9) STRIPED PARKING STALLS CONTAINED WITHIN THIS SITE ARE AS FOLLOWS % ROOF EL=329.0 titi' co c cortc ��; �G� \ \ IE=306.1 3s" c w o PARCEL A F� \ \ s =3os.1 36" CPP S- \ o RECORDING NO.: 2342719 S\ I �9— —�O �R / \ CB Sp o REGULAR STALLS -81 s ` R- -ti cortc • 317.41 s s ( RIM-317.8s so z NOTE: EASEMENT PLOTTED HEREON. ADA STALLS -3 \ �O S�/ x BRICK FIREPLAC9 J G� 4 O \ s E=314.2 4°FLE SW \ \ \ \ � ,g-° � �31645 `� \ \ /4 � i4.2 6"PVC SE 9) PARAGRAPH 21: SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PARCEL B \ \ \ \ \ o \ \ IE=31 . CONC Nw \ s \ 3i7.26 GRANTEE: PUBLIC UTILITY DISTRICT 1 OF SNOHOMISH COUNTY \ \ \ s, L o �, o \ REGULAR STALLS - 0 \ \ \ \ \ �� o - \S °&o� \ \ a 46• wso _ - So PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM oos,o7oo200501 \ '� \ \ \\\ a� \ Co c / AH a, s / McDONALDS REAL \ \ \ \ \ �\ 5 ry ey / 8 So \ \ SR, ADA STALLS - 0 \ \ \ Q 104 AFFECTS: PARCEL A ESTATE COMPANY \ \ \ \ \ \ \ \ \ / 318 O CB FCC NO ADDRESS \ \ \ \ \ ROOF EL=328.2 Fe RIM=316.55 \ \ \ �\ft"VEWAY SUBJECT TO RECORDED: MAY 31, 1974 \ \ \ \ \ \ \ \ \ GARAGE '�° IE=313.1 8"CPP S \ \ TCgT 484,g8. ACCESS AGREEMENT PER FOUND TA K IN 2" / 5 O - \ �4g• F Pq . NO.-200305200668 RECORDING NO.: 2342720 \ \ \ \ \ \ \\ \ \u,) \ \ \ C 8J— _ �O 1F' \ A \ �?q•' Rk iV0 E TITLE NOTE 15) IRON PIPE IN CASE \ \ \ \\ \ o °1 L 6- O 9 \ \ Rx 2 ( 0.47' WES�OF NOTE: EASEMENT PLOTTED HEREON. \ 0' WIDE ASS ENT FOR ING ES EG E \ C \� O m \ \ \4p9Z6. EDMONSUBDIVDS LINE 10) PARAGRAPH 22: SUBJECT TO COVENANTS CONDITIONS AND RESTRICTIONS AND EASEMENTS CONTAINED IN SHORT PLAT: \ AND ILI S P S ORT PL S-3- \ 9 \ 2 0 `; \ \ , \ \ �0P �- EDMONDSTOAY AND \ \ \ \ \REG\N0.\a5\98134344\sEEITI t�'QT\i9; \ \ \ \ O �� �\ COLUMN (TYP> 100TH AV W RECORDED: AUGUST 13, 1985 \ \ \ \ \ \ \ cork o oho Q�oe FO° FCo ASPH RECORDING 32k , 5�0� G� ° �Zs oP \ M sue--- (AFFECT88130344 S PARCEL 6j 43g +, \ c,,26 2s• � �-- � op \ w Waft NOTE: EASEMENTS AND RESTRICTIONS PLOTTED HEREON. so\��p�\B \ \ \ \ \ \ \ 326j \\ G� GB a .a S�o�G P -a1 tip, oco�U 44 3j ' - 11 PARAGRAPH 23: SUBJECT TO TERMS AND CONDITIONS OF SURVEY RECORDED DECEMBER 23, 1986 ROBERT06AND PATRICIA RYAN •Oc� ti \ \\ \ \ \ \ \ \ \ \ \ `[1 �C \ �\ _ — _ ) \ \ \ \ \ \ q` \ \ RIM=316.53 0 ° CONC COLUMN (TYP) MM "'" <n-a M Co p W UNDER RECORDING NUMBER 8612235005. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ O \. IE=313.3 6"PVC NW G C ryv �'h NC no 378-, 2300, 102ND PL W ok \ \ � � F = s I (AFFECTS PARCEL A) ��h \ Js ,�, C RIM=377.37 51 ° n p N EDMONDS, WA 98020 , \ \ \ \ \ \ \ \ O \ \ \ \ \ \ \ l ( \ \ \ Q�\� IE=313.1 2 C P SE ASPH o Off\ ASPH O= w NOTE: CERTAIN FEATURES SHOWN ON SAID SURVEY NOTED HEREON. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ,�� ° 12) PARAGRAPH 24: SUBJECT TO TERMS AND CONDITIONS OF SURVEY RECORDED AUGUST 9,1988 UNDER \�\ \ \ \ \ \ 061 700 006 1 \ \ \ \ \ \ \ \ l \ �� o 9 o Mom/ 1 SD - RECORDING NUMBER 8808095001. \ \ \ \ WIL IAM C. ILSO \ \ \ \ \ \ \ \ I \ 5� O UPPER OF Q= / i�1$ '�i \EDko PV F ' / AFFECTS PARCEL A \ \ \ \ \ \ \ N WA� \ \ \ \ \ \ \ I �� oC / \ ( ) \ \ \ \ \ \ \\ \ \ \ E�M((DS�WA�80\ \ \ \ I LOWER00 16. EL-336.4F o N GB NOTE: CERTAIN FEATURES SHOWN ON SAID SURVEY NOTED HEREON. \ w \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ 1-3 7.33 �C oO O RIM-318�9 \ \ w \ \ \ \ \ O / NC n IE=314.5 12"CPP S 13) PARAGRAPH 25: SUBJECT TO COVENANTS CONDITIONS RESTRICTIONS AND/OR EASEMENTS AND THE TERMS AND SHOPPING 0 ASPH / / J IE=308. 36"CPP E CONDITIONS THEREOF: ' /� \ \ \ \ \ \ 1 \ \ \ \ \ 1 1 \ \ \ / \ I h Q 0061 700200803 006,0700200503 0 IE=308. 36"CPP NW DENNIS DEMPSEY \ I M v Q WILLI M C. NELSON RECORDED: MARCH 7, 2002 ASPH 23009 102ND PL W ^^ ' 2 10000-, 016 EDMONDS WAY \ \ \ \ \ I I I I I I 1 1 1 1 _ \ \ \ \ \ \ 1 I I I \\ °�9 . / I RECORDING NO.: 200203070234 � O `* EDM NOS, WA 98020 EDMONDS, WA 98020 (AFFECTS PARCEL A) �S�00 \ti ��° _ _ m cBNOTE: RECIPROCAL EASEMENT AGREEMENT CONTAINS VARIOUS CONDITIONS RELATED TO USE OF THE PROPERTY COMMON \ "" C' �r� 'c' EI 31294fi'P C SW N �`'�,J�� M 0 ce Q�/ M=316. 8�W\ \ \ \ C,�o ^h ��� IE 312.9 8'j?,`PP N F W N �/ /'ham 3 IE=316.1 DI W AREAS, EASEMENT SHARING, ALTERATION AND TERMINATION, SIDEWALK USE, SIGN MAINTENANCE, GENERAL MAINTENANCE, I 1 5 \ \ \ \ \ IE 312.9 2"CPP NW z a O IE=316.03r'CPP N _ \ \ I \\ \ \\ \ \��O \\ ti i w��w 'V / /N z / DEVELOPMENT EXPANSION, INSURANCE, ETC. NONE OF WHICH ARE PLOTTED HEREON. SEE SAID DOCUMENT FOR FULL \ \ \ \ f' w _o o o z dt (ELBOWS )OWN) _ O IE= ,2.8 12"CPP SE g w o r ,,.� 0 0 ,3g6- -' / / � / \ � PARTICULARS. 7. 4 W w s w 2 14 PARAGRAPH 26: SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF: 1 \ I \ / -- �� \ \ \ \ \ \\ \ Ro \\ \\ \\ \\ sT o o \ � ) 00 m oll \ \ I I I I I I I I \ M. - - \ \ \ r \\ \ \\\ \\ \ ; E \ \\� °�A�, 3 Z W co o / \ I GRANTEE: PUBLIC UTILITY DISTRICT 1 OF SNOHOMISH COUNTY 0 MAINTAINED AWN �qy \ ' I ' ` \ \ ` \ \ 3S \ p \ \ Oq R M=317 8 ;° 0 z 2 \ !� <n� N \\\A \ \\ \ \ �i�, IE=314. 8"C P SE o ,�3 7.73 ;� PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM 16' HAA LINK FEN �j \ \ o 1/2" REBAR - `s€ x x x \\2,Z^P,OWAkJ� \� \\ F Al�,7.41 0 \ AFFECTS: LOT B OF PARCEL A AT WOOD FENCE N88'35'38"W 203.10' jr* — �h0 S'K OTC I�E \ o 0.4' WEST OF CORNER 00610700201900 3/4" IRON PIPE N88'35'38"W 136.46' \ \ 1 SEPARAT RS / Z RECORDED: MARCH 24, 2003 PETER AND LEEANNE BENNETT 3.4' NORTH OF LINE \ _ \\ \ \ \ \ — o ASPH = RECORDING NO.: 200303240191 23015 102ND PL W � s'C B J ° q o — — EDMONDS, WA 98020 vi y \\ \\ M=317.16 N _ °,yc,oSO coNc NORTH LINE LOT 10 y,�R NOTE: DETERMINATION OF UNDERGROUND U11LI1Y LOCATION REQUIRED TO ESTABLISH THE EXACT LOCATION OF SAID NORMAN6ANDOGAYLEIDAVIS �r\\\\� \�1�� \iE 312.4 12"CPP SE �q<�R.°� '.;,/ / 1- 0 EASEMENT. APPROXIMATE LOCATION OF SAID EASEMENT PLOTTED HEREON. LEGEND 23019 102ND PL W NCF \\ \\ \\ \\ \\ \) IE 311.7 12"CPP SW 51 v o NO yT \ \ It 311.3 12"CPP NE Z � "/ o 15) PARAGRAPH 27: SUBJECT TO AGREEMENT REGARDING ACCESS TO EDMONDS WAY AND THE TERMS AND EDMONDS, WA 98020 TOp ��� \ \\ \\ \�' S .� Y o IN88o w CONDITIONS THEREOF: BRASS CAP. (FOUND AS NOTED) SURVEY CENTER LINE i \1 \ I I I I\I 1 \I \ \ \ 8 34.59" '38"W coNc J 34.59' mr RECORDED: MAY 20 2003 \ I I I EG wv ASPH E cow co RECORDING NO.: 200305200668 IRON PIPE (FOUND AS NOTED) TOP OF SLOPE ��\\\\\\\ I I I I I I co 6F „317S36 lQ88'3538"W 177.98' S �v of ( ) �� AFFECTS PARCEL A REBAR FOUND AS NOTED TRAFFIC STRIPING o \�\\ \ \\ \\ I I I so°� - 49 NOTE: DRIVEWAYS AFFECTED BY AGREEMENT NOTED HEREON. CONDITIONS OF AGREEMENT STATE LIMITATION OF EAST ( ) Z \ \\\\ T ah°tip h , \ IM. o � w ASPH G Gv EDMONDS WAY DRIVEWAY TO RIGHT IN/OUT ACCESS AND WEST EDMONDS WAY DRIVEWAY TO RIGHT IN AND RIGHT/LEFT FENCE LINE (TYPE AS NOTED) \\ \ \ \ S88' 38"E I 31.8 12"CPP SW MONUMENT (FOUND AS NOTED IE 313.7 12"CPP NE � OUT ACCESS. ) \ \ \ RIM 3,6.81 RETAINING WALL \�\\ \\\ \\ of = ;; P B 16) PARAGRAPH 28: SUBJECT TO TERMS AND CONDITIONS OF SURVEY RECORDED MARCH 7, 2002 UNDER RECORDING QUARTER CORNER'+ \\\ \�A\\ \ \VA II �I ONC ®Gv w IE= 13.1 CPP I IM=316.90 PPS z EASEMENT LINE \ \ \\\ I T Q 31$ z NUMBER 200203075001. SPOT ELEVATION \ \\ \11 III �/ IE=314.0 12" PP W N N (AFFECTS PARCEL A) PROPERTY LINE - - 0 \ 111111 ICB NOTE: CERTAIN FEATURES SHOWN ON SAID SURVEY NOTED HEREON. oos,o7oo201001 0 TAX LOT / PARCEL NUMBER ��VA I I I I 1111111 E/ RIM 7 B o G I o EXISTING RIGHT-OF-WAY LINE i I I I I E ROXIMATE IE= 1 .1 8 w a" ci 17) PARAGRAPH 29: SUBJECT TO TERMS AND CONDITIONS OF SURVEY RECORDED OCTOBER 17, 2012 UNDER RECORDING (� /CENTERLINE 10' WIDE IE- 12"CPP S EDMONDS, WA 98020 �� NUMBER 201210175031. CLEANOUT ;` SECTION LINE I I PER REC, ON EASEMENT IE= 4 12"CPP NE (AFFECTS PARCEL A) ELECTRIC CABINET No.-200303240191 SANITARY SEWER E NOTE 14) NOTE: CERTAIN FEATURES SHOWN ON SAID SURVEY NOTED HEREON. _ _ FOUND "X" IN 3" POST OR BOLLARD OVERHEAD UTILITY LINE - - - - _ _ ° . SURFACE NNUMENT 18) PARAGRAPHS 30 THROUGH 34 PERTAIN TO UNRECORDED LEASEHOLDS, TITLE AFFIDAVITS AND HENBART LLC TITLE 100TH A W AND INSURANCE REQUIREMENTS. NONE OF WHICH PERTAIN TO MATTERS DISCLOSED BY THIS SURVEY. SEE SAID DOCUMENTS FOR MAILBOX `'' ' STORM DRAIN �; , , - - - 232ND sT�w FULL PARTICULARS. SIGN STORM AREA DRAIN _. TRAFFIC SIGNAL/STREET LIGHT ASPH ASPHALT LAND DESCRIPTIONS N SURVEY INFORMATION AND JUNCTION BOX BWF BARB WIRE FENCE PER STEWART TITLE COMPANY ORDER NO: 01148-28914 DATED JANUARY NOTES PROVIDED BY DAVID FIRE DEPT. CONNECTION CB CATCH BASIN 22, 2014. � EVANS AND ASSOCIATES Fl FCTRI(' VAI u 1 C&G CURB AND GUTTER PARCEL A CLF CHAIN LINK FENCE LOTS B, C AND X, WESTGATE VILLAGE BOUNDARY LINE ADJUSTMENT U) CO CLEANOUT RECORDED UNDER 1 CONIC CONCRETE RECORDING N0. 200303075001, BEING A PORTION OF LOTS 7 THROUGH 10, BLOCK 2, APPROVED FO R CONSTRUCTION CPP CORREGATED PLASTIC PIPE WESTGATE PARK DIVISION NO. 2, ACCORDING TO THE PLAT THEREOF W W W DI DUCTILE IRON RECORDED IN VOLUME CITY 0 F EDMONDS ECC EXTRUDED CONIC CURB 13 OF PLATS, PAGES 40 AND 41, RECORDS OF SNOHOMISH COUNTY, o I IE INVERT ELEVATION WASHINGTON. GRAPHIC SCALE OH BUILDING OVER HANG PARCEL B - - - 30 0 15 30 60 120 —'-'— DATE: PVC POLYVINYL CHLORIDE PIPE LOTS 1 AND 2, CITY OF EDMONDS SHORT PLAT NO. S-3-85, RECORDED SDMH STORM DRAIN MANHOLE UNDER RECORDING PVC SANITARY MANHOLE NO. 8508130344, BEING A PORTION OF LOT 6, BLOCK 2, WESTGATE PARK DIVISION N0. 2, ( IN FEET) BY: TOP TOP OF SLOPE ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, 1 inch = 30 ft. CITY ENGINEERING DIVISION WDF WOOD FENCE PAGES 40 AND 41, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 D991gnW Bye Issue Dates ERR 07/14/2017 PERMIT Drawn By. CMD Checked By. Project No; WFF 10-382-001 WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W EXISTING CONDITIONS PLAN CS-1.0 Suit Westlake Ave. N. F (206) 522-9510 EDMONDS, WA Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM 1.1 H 1.4 14 m No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 Designed Bye Issue Dates LRR 07/14/2017 PERMIT Drawn By. CMD Checked By. Project No.-. WFF 10-382-001 ►� it.WESTGATE MIXED USE DEMOLITION KEY NOTE)- OA DEMOLISH EXISTING CURB © DEMOLISH EXISTING CONCRETE WALL © REMOVE EXISTING FENCE OD DEMOLISH EXISTING CONCRETE STEPS O PORTABLE SEDIMENT TANK TO ACCOMMODATE DEVELOPED 2-YEAR PEAK FLOW OF 0.30 CFS, SEE SIZING NOTES OF CONNECT DISCHARGE TO EXISTING STORM DRAIN © REMOVE EXISTING SIGN OH REMOVE EX DDCVA; IF IN GOOD CONDITION, RELOCATE TO PROPOSED LOCATION PER SHEET C-3.0 OI REMOVE EXISTING STORM DRAIN PIPE OJ REMOVE EXISTING CATCH BASIN KO REMOVE EXISTING STORM DRAIN CLEANOUT © REMOVE EX 8" WATER MAIN, SEE SHEET C-3.0 FOR PROPOSED RELOCATION O RELOCATE EX POWER POLE AND ASSOCIATED OVERHEAD AND UNDERGROUND LINES; REFER TO SHEET C-3.0 FOR PROPOSED LOCATION; COORDINATE W/ UTILITY PROVIDER; WORK TO BE PERFORMED UNDER SEPARATE SNOHOMISH PUD PERMIT N REMOVE EX BOLLARD (LOCATIONS APPROXIMATE) OO RELOCATE EX "TRUCK ROUTE" SIGN, SEE SHEET C-1.0 FOR NEW LOCATION © STABILIZED CONSTRUCTION ENTRANCE W/ 5'-WIDE ASPHALT APRON ® APPROXIMATE LOCATION OF JOB SHACK TRAILER REMOVE ASPHALT PAVEMNT REMOVE EXISTING CONCRETE HHHHHHHH] 2 Oo o Oo o Oo` o°Oo0O STABILIZED CONSTRUCTION ENTRANCE oo�o oo.o AQ oo,1 oo�0000 REMOVE EXISTING BUILDING FOUNDATIONS REMOVE UTILITY LINE PROPERTY LINE — — SAWCUT EX PAVEMENT — — D-2.0 FILTER FABRIC FENCE FILTRATION SYSTEM 3 TEMPORARY SEDIMENT TRAP D-2.0 F ORARY CONSTRUCTION FENCE, TRACTOR TO PHASE/RELOCATE AS NEEDED INIMIZE IMPACT TO EXISTING DRIVE AISLEHE MAXIMUM EXTENT FEASIBLE REFER TO SHEET CV-1.1 FOR GENERAL NOTES APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION SECTION 25, TOWNSHIP 27 N, RANGE 3 E E 0- N N 0 N P- 75 11 H 1.4 14 m FILTER F � IC T 1 e WIPE FABRIC EO[.AL " � 0 WOOD P E lJJ ALENT Ail {- III J 'LACE "- a N WASHED GRAVEL IN E TRENCH ND ON BOTH SIDES OF ILTER FABRIC FENCE ON THE SURFACE. CON t PACTOR/ DEVELOPER SHALL ` MAINTAIN AND' REPLACE STRAW BALESTO INSURE PROPER EROSION CONTROL. 1 IF FILTER FABRIC FENCE FILTRATION SYSTEMS, STABILIZED CONSTRUCTION ENTRANCE k_ THIS APPLICATION SHALL BE' MAINTAINED AT ALL TIMES 4 DURING CONSTRUCTION PERIOD: SEDIMENT SHALL E REMOVED ON A REGULARBASIS , TO MAINTAIN FILTRATION TIO' EFFECTIVENESS. TION REQUIRED E N ALL EROSION CONTROL :FORE' WORK CAN BEGIN. T F M u REVISIONS STAI'NJDAFD DETAIL P DATE -.o GEBERT 10/ /0 ... ._ TEMPORARY FBASINS... ... ... ,. E1E T � /1 / 6 GEBERT 0 /05 OAT SCALE NTS DWG NO. e, EN LIS 11/0 /1 I I I IT,iall l inkf�y1emyZ I m 1 1512 art:SN\C1]:0a3.yu 10 NTS � L % NTS MODIFIED � `� % NTS No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 D99By- Inue Dates ERR 07/14/2017 PERMIT Drawn By. CMD Chocked By. Project No: WFF 10-382-001 APPROVED FOR CONSTRUCTION CITY OF EDMONDS CITY ENGINEERING DIVISION WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W ESC DETAILS D 2.0 Suit Westlake Ave. N. F (206) 522-9510 EDMONDS, WA Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM E 0- N N I 0 N 75 (D E"H 1.4 14 m SECTION 25, TOWNSHIP 27 N, RANGE 3 E �y. 4 09 NORTH PARCEL PARCEL NUMBER: 00610700200600 SITE ADDRESS: 10032 EDMONDS WAY EDMONDS, WA 98020 CURRENT ZONING: WESTGATE MIXED USE (WMU) SITE AREA: 13,939 SF (0.32 ACRES) SOUTH PARCEL PARCEL NUMBER: 00610700200701 SITE ADDRESS: 10020 EDMONDS WAY EDMONDS, WA 98020 CURRENT ZONING: WESTGATE MIXED USE (WMU) SITE AREA: 40,948 SF (0.94 ACRES) o4 i I 1 11*1 ME c 3 ® CONCRETE VERTICAL CURB 1 2 © CONCRETE CURB AND GUTTER C-8.1 © EXISTING CURB AND GUTTER TO REMAIN; EXISTING CURB AND GUTTER THAT IS FAILING/DAMAGED (AS DETERMINED BY THE ENGINEERING INSPECTOR) SHALL BE REMOVED AND REPLACED WITH NEW CURB AND GUTTER 1 OD SIDEWALK (OFF —SITE) c-8.2 4 O PRECAST CONCRETE WHEEL STOP (TYP) c—S.o OF CURB RAMP, SEE SHEET C-2.1 FOR ADDITIONAL INFORMATION 2,3 © ADA PARKING WITH REQUIRED MARKING AND SIGNAGE c—S.o OH RETAINING WALL, SEE STRUCTURAL PLANS FIRE LANE, 6"—WIDE YELLOW STRIPE ALONG FIRE ACCESS ROUTE YELLOW, WITH "FIRE LANE — NO PARKING" PAINTED IN 18"—HIGH BLOCK LETTERING, WITH NO MORE THAN 50' BETWEEN REPETITIONS AND NO FEWER THAN 10' O MATCH EXISTING IMPROVEMENTS; WHERE MATCHING EX SIDEWALK, REMOVE EX TO NEAREST JOINT COMMERCIAL DRIVEWAY © ASPHALT PATCH FOR UTILITY INSTALLATION, REFER TO SHEETS C-2.0 AND C-3.0; UTILITY PATCHES SHALL BE COMBINED, AND FULL —WIDTH OR HALF—WIDT OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE; WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLA SHALL ENCOMPASS THE ENTIRE LANE ® 12"—WIDE WHITE THERMOPLASTIC STOP BAR ON WHITE THERMOPLASTIC TURN ARROW (RIGHT AND LEFT TURN ONLY) OO SIDEWALK (ON —SITE), REFER TO LANDSCAPE PLAN L101 FOR TYPE OP PUBLIC SIDEWALK ACCESS EASEMENT - ,a LEGEND W �a W "" . �,' m ~ ROOF OVERHANG J ." a 'Q. �W M q ti. rjl., :: • ` STANDARD DUTY ASPHALT PAVEMENT AREA ,P „f,. " W C 8.0 UNDER " �° � O � � • � - . � � - . � . � n On PARKING STRUCTURE CONCRETE PAVEMENT, . m BUILDING - - ... ... ..... REFER TO ARC STRUCT PLANS." ak Xw .. q 8S / — H ,�� .� PERMEABLE CONCRETE PAVEMENT k, _ W N W F C 6.2 ., AMENI1 1 0 r _a a " 1 CONCRETE SIDEWALK (OFF —SITE) AREA 1D Orr:M k . R30 c-8.2 e W . W a, n „ ,s ,. � ?L.> , L,0x 'A . CONCRETE SIDEWALK (ON SITE PERMEABLE) . a , a��a� y. ��f ��SEE LANDSCAPE PLAN L101 FOR INFORMATION ���0yt �k* .. H '" , CONCRETE SIDEWALK ON —SITE IMPERMEABLE`" r- �..k )" Q ra� SEE LANDSCAPE PLAN L101 FOR INFORMATION..... ....� ....,.. rK".& gam. /V qN LANDSCAPED AREA, SEE LANDSCAPE PLANS " era ,t ��a A 20 M a. RAMP DOWN Alb EX RETAINING WALL TO REMAIN Know what's below. Call before you dig. GRAPHIC SCALE 20 40 ( IN FEET ) 1 inch = 20 ft. TRASH ENCLOSURE � EX ELECTRICAL ENCLOSURE TO REMAIN No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 Desin®d W. Issue Dates LRR 07/14/2017 PERMIT Drawn By. CMD Checked By. Project No.: WFF 10-382-001 Im 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM RETAINING WALL, SEE STRUCTURAL PLANS CONCRETE CURB PROPERTY LINE — — CENTER LINE FIRE LANE MARKING��� PARKING STALLS PER ROW xx LIGHT POLE �m REFER TO SHEET CV-1.1 FOR GENERAL NOTES APPROVED FOR CONSTRUCTION CITY OF EDMONDS 9m M CITY ENGINEERING DIVISION WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W SITE PLAN C-1.0 EDMONDS, WA SECTION 25, TOWNSHIP 27 N, RANGE 3 E N N I 0 N 75 (D H 1.4 14 m BOTTOM EL=314.5 PONDING EL=314.75 TOP EL=315.25 BOTTOM AREA=190 SF No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 Desin®d Bye Issue Dates LRR 07/14/2017 PERMIT Drawn By. CMD Checked By. Project No; WFF 10-382-001 Im FLOW CONTROL CB TABLE DESCRIPTION DETENTION 1 DETENTION 2 INLET ELEVATION 307.20 312.90 OUTLET ELEVATION 307.20 312.90 ORIFICE #1 ELEVATION 306.20 311.90 ORIFICE #1 DIAMETER 1.5 IN 2.0 IN RISER ELEVATION 309.03 315.73 OUTLET PIPE DIAMETER 6 IN 6 IN a� CV CTnr)kJ1AIATCD 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM 31 /.99t .,.,.,.. STRUCTURE TABLE # TYPE RIM IE IN IE OUT 1A TYPE 2 CB (54")* 312.65 306.70 304.70 1B TYPE 1 CB 313.36 309.30 309.30 O FLOW CONTROL* 314.38 309.60 309.60 O TYPE 2 CB 316.04 310.40 310.40 O OVERFLOW RISER 314.75 - 311.60 O FLOW CONTROL* 316.42 312.90 312.90 O TYPE 1 CB 316.82 313.40 313.40 O TYPE 1 CB 316.10 - 313.95 O TYPE 1 L CB 316.49 312.72 312.72 O TYPE 1 CB 316.22 312.99 312.99 10 TYPE 1 CB 315.66 313.08 313.08 11 TYPE 1 CB 315.62 - 313.28 12 TYPE 1 CB 315.33 - 313.62 13 DRAIN BASIN 317.25 314.11 314.11 14 DRAIN BASIN 316.20 313.53 313.53 15 INLINE DRAIN 315.95 - 313.65 umm OP fflmm 1' fflmm 11 / 1' mmm 11 / 1' fflmm���� ® : i ii• 1' 1 fflmm i i i. m-, DETENTION TABLE DESCRIPTION DETENTION 1 DETENTION 2 BOTTOM EL (ROCK) 309.60 312.90 BOTTOM EL (ARCH) 310.10 313.40 TOP EL (ARCH) 311.43 314.73 TOP EL (ROCK) 312.43 315.73 # OF UNITS 7 12 3 ® FLOW CONTROL STRUCTURE c-s.o © AREA DRAIN (UNDER COVERED AREA, DRAINS TO SEWER, SEE MEP/ARCH FOR ADDITIONAL INFORMATION) © CURB CUT WITH RIP RAP ENERGY DISSIPATION 2 O BIORETENTION CELL C-s.2 1 O STORMWATER DETENTION FACILITY, ARCH CHAMBER C-s.1 SYSTEM, STORMTECH SC-310 OR EQUIVALENT O CONNECT TO EX STORM DRAIN SYSTEM © CONNECT FOOTING DRAIN TO STORM O ROOF DRAIN, CONNECT TO STORM 1 O PERMEABLE PAVEMENT FACILITY C-s.2 O ADJUST EX STRUCTURE TO GRADE O RETAINING WALL, SEE STRUCTURAL PLANS PROPOSED CONTOUR xxx SPOT ELEVATION xxx.xx (TP UNLESS OTHERWISE NOTED) STORM DRAIN PIPE 0 sI ROOF DRAIN LEADER (6" PVC, 1 % MIN SLOPE UNLESS OTHERWISE NOTED) - RETAINING WALL, SEE STRUCTURAL PLANS GRADING RIDGE/VALLEY --RIWV4�EY- - TYPE I CATCH BASIN PER WSDOT STANDARD ■ PLAN B-5.20-01 2 TYPE II CATCH BASIN c-6.0 2 CLEANOUT TO GRADE (CO) C-5.0 " C1 6.3 INLINE DRAIN/DRAIN BASIN (SEE TABLE) c 1s 1 STORMWATER DETENTION FACILITY �_ - � j \2� STORM DRAIN TABLE NOTES 1. STRUCTURE TABLE 1.1. STRUCTURES SHALL HAVE GRATED LIDS PER WSDOT STANDARD PLAN 1 B-30.50-01 UNLESS OTHERWISE NOTED. STRUCTURES WITH ASTERISKS (*) SHALL HAVE SOLID LIDS PER WSDOT STANDARD PLAN B-30.20-02 1.2. OVERFLOW RISER SHALL BE SET 3" ABOVE CELL BOTTOM 2. DETENTION TABLE 2.1. INVERTS OF DETENTION SYSTEM OUTLET PIPES SHALL BE LOCATED AT THE BOTTOM OF THE GRAVEL BEDDING 2.2. OUTLET PIPES SHALL BE 12" HDPE WITH NO SLOPE. 3. FLOW CONTROL CB TABLE 3.1. ORIFICE SHALL BE LOCATED AT BOTTOM OF FLOW CONTROL TEE; FOR CALCULATION PURPOSES, THE ORIFICE ELEVATION SHALL BE CONSIDERED TO BE LEVEL WITH THE INVERT OF THE OUTLET PIPE HARD SURFACE AREA OUANTITIES IMPERVIOUS HARD SURFACE: 16,039 SF PERVIOUS HARD SURFACE AREAS: 9,821 SF *HARD SURFACE AREAS INCLUDE ON -SITE AREAS ONLY, AND EXCLUDE PUBLIC SIDEWALK, DRIVEWAY, AND HARD SURFACES WITHIN THE BUILDING ENVELOPE (COVERED PARKING) REFER TO SHEET CV-1.1 FOR GENERAL NOTES APPROVED FOR CONSTRUCTION CITY OF EDMONDS gm WT CITY ENGINEERING DIVISION WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W GRADING AND DRAINAGE PLAN C-2.0 EDMONDS, WA N N I 0 N 75 (D H 1.4 14 0 i _ i 0 E i 0 c— U) a m NTS No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 De*rod Bye Issue Dates ERR 07/14/2017 PERMIT Drawn By. CMD Checked By. Project No; WFF 10-382-001 m SECTION 25, TOWNSHIP 27 N, RANGE 3 E NTS 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM NTS 5 0 Know what's below. Call before you dig. GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. REFER TO SHEET CV-1.1 FOR GENERAL NOTES APPROVED FOR CONSTRUCTION CITY OF EDMONDS 9m [3'A CITY ENGINEERING DIVISION 20 WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W ENLARGED GRADING PLANS C-2.1 EDMONDS, WA SECTION 25, TOWNSHIP 27 N, RANGE 3 E CONSTRUCTION KEY NOTEI N I 0 N 75 11 P-4 1.4 14 m Know what's below. Call before you dig. GRAPHIC SCALE 20 40 ( IN FEET ) 1 inch = 20 ft. No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 Desin®d W. Issue Dates LRR 07/14/2017 PERMIT Drawn By. CMD Chocked By. Project No: WFF 10-382-001 FIRE LANE WATER FITTINGS/CONNECTIONS •1 1 •i i OA CONNECT TO EX SEWER (SEWER LOCATION IS APPROXIMATE; C-5.o CONTRACTOR TO FIELD VERIFY LOCATION AND INVERT ELEVATIONS PRIOR TO CONSTRUCTION) © CONNECT TO EX WATER 2 O SANITARY SEWER CLEANOUT C-6.0 2 OD GREASE INTERCEPTOR C-6.0 OE RELOCATE EX LIGHT POLE; COORDINATE WITH UTILITY PROVIDER OF FIRE DEPARTMENT CONNECTION O DOMESTIC WATER METER (3" ), BACKFLOW PREVENTER TO BE LOCATED INSIDE BUILDING �H EX WATER METER TO BE RETAINED FOR IRRIGATION SERVICE O FIRE RISER ENTRY O DOUBLE CHECK VALVE ASSEMBLY O DOMESTIC WATER ENTRY © CONNECT TO EX ELEC; COORDINATE WITH UTILITY PROVIDER O CONNECT TO EX GAS; COORDINATE WITH UTILITY PROVIDER O POST INDICATOR VALVE O GAS METER © 8" SEWER ENTRY ® RELOCATE GUY WIRE AS NEEDED FOR CLEARANCE; COORDINATE WITH UTILITY PROVIDER 1 WATER LINE C-7.2 i SIDE SANITARY SEWER C-5.0 2 WATER METER C-7.0 GATE VALVE FDC C-7.1 THRUST BLOCK PIV 2 DCDA C-7.2 2 DCVA C-7.2 2 C-5.0 SS CLEANOUT 3 GREASE INTERCEPTOR C-5.0 TELEPHONE POWER GAS LINE T UGP- G ==1 T SHOWN SCHEMATICALLY; COORDINATE W/ UTILITY G PROVIDER REFER TO SHEET CV-1.1 FOR GENERAL NOTES APPROVED FOR CONSTRUCTION OLYMP C VIEW WATER & SEWER DISTRICT 9m 0 WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W UTILITY PLAN C 3.0 Suit Westlake Ave. N. F (206) 522-9510 EDMONDS, WA Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM 11 H 1.4 14 m TYPICAL SIDE SEWER DETAIL N TS No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 Desin®d W. Issue Dates LRR 07/14/2017 PERMIT Drawn By- CMD Chocked By. Project No; WFF 10-382-001 CLEAR ACCESS OPENINGS GROUT BOTH SIDES A + + + PRECAST DIVIDER 0 1 PLAN VIEW ADJUST TO GRADE N"'—SLOT BOTH SIDES INSPECTION TEE I _ _ L (TYP)---- N � TEE OR �- ELBOW-- 0 o II II co it H O u N O �) Q � I I GROUT ALL AROUND SLOT BOTH SIDES 2/3 LENGTH 1/3 LENGTH SEC'nON A -A GALLON CAPACITY 2000 UV Co. MODEL No. 612-GA GREASE INTERCEPTOR N TS 24" 0 LOCKING FRAME & COVER, AIR & GAS TIGHT 3 PLCS (2 PLCS ON 577-GA) 3" O VENT PIPE (VENT @ ROOFTOP) APPROVED FOR CONSTRUCTION OLYMP C VIEW WATER & SEWER DISTRICT 9= 0 WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W SEWER DETAILS C-5.0 Suit Westlake Ave. N. F (206) 522-9510 EDMONDS, WA Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM 11 P-4 1.4 14 m I I I I I I EXI_`3TtNCj DITCH ------ - ---- - ------------------------- - PRAM, 71GNnM AND D L, L.1 1 N 1 1-1, 4-4 L_ �, r-1 1 L— I W 11 & 1 -4 DETENTION PIPE (REFER TO; TABLE OF STD RESIDENTIAL DETENTION SYSTEM SIZES FOR PROPER SIZE) STC CITY - )RM CATCH 8ASI r RUN-OFF NOTEw. I SAND COLLARS SHALL BE USED WHEN PVC /,L--10' MINIMUM SPREADER TRENCH PIPE IS CONNECTED TO THE CATCH BAsrNS. BSE; PVATION WELL 2. ALL PIPE SHALL BE GROUTED INSIDE' AND OUTSIDE THE CATCH BASIN. I OBSERVATION WELL WITH METAL CAP AND LOCK "ITNI 11E r Off MIN. PERFORATE PVC PIPE �P 3/4 TO 1-112" TRENCH—-" 2' WASHED ROCK "IRELY WITH TER CLOTH RUN—OFF SPREADER TRENCH 10TE- LATCH SHALL ROCK LINED 5' ON EACH SIDE OF THE PIPE TO A DEPTH OF 6 APPLICATION OF SPREADER 'TRENCH MUST BE APPROVED 'THE HYDRAULICS ENGINEER, 2IF THE SPREADER TRENCH IS APPROVED AS THE COLLECTION SYSTEM FOR THE DETENTION PIPE., PLACEMENT OF THE TRENCH SHALL BE PERPENDICULAR TO THE CONTROL CATCH BASIN, 3, PLACEMENT OF THE SPREADER TREN(--'H SHALL BE A MINIMUM OF TEN FEET FROM THE CONTROL CB, 4. THE SPREADER TRENCH SHALL NOT BE PLACED UNDER PAVED SURFACES. 1:199:i10y1717:7.11i/Te]19K1711rN1[17��1171ZIf. NTS No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 DesignW Bye Issue Date: ERR 07/14/2017 PERMIT Drawn By. CMD Chocked By. Project No.: WIFF 10-382-001 20" X 24" METAL FRAME AND GRXTE FOR CATCH BSIN- 24" R6LJND METAL, FRAME AND GRATE (W/ "DRAIN" ON IT SHALL BE USED WITHIN THE TRAVEL LANE ,ADJUSTMENT RISERS AND SHALL BE OUTSIDE THE WHEEL PATH FINISHED GRADE BAST JORDAN IRON WORKS MODEL # 00775001 z ax co �.4 z La U) LADDER SHALL BE SECURED TO WALL OF" CATCH BASIN ==u N 0 T E: ALL CATCH BASIN LIDS SHALL BE LOCKING c T OF E D' M REVISfONS STANDARD DETAIL, APPOOVED BY DATE 0, 61�01EPT 10/(:d03_ CATCH BASIN TYPE 11 (4VI D, GEREPT 4/2/07 - DATE /01 SCALE NTS DWO NO, EU N\CN:0aMunia ai0 11arm NTS LALJUtjC UK MARV IKULL17,'.) CONNECTION A140 POLYPROPYLENE CONTROL DtVICE (SEE DETAIL A) QUTLFT PIPE ALLOWA= OUTLET LOCATION (1,80' to 315') --CATCH BASIN TYPE 2 FINISHED GRADE PF <WOOT STANDARD OVERROW ELEV* 6" H WEIR AS NEEDED*e MIN pol SUPPORT(2 REa INVERT* _J I r MAX ORIFICE AS NEEDED- CONTROt- DEVICE L SEE DETAIL A DETCN-110H PIPE DIAMETER* (LINGTH, DIAMETER, LO CONT L S R R-_ shown w. M O-E DRILLED ORIFICE Dt-lk* PVC INSIDE CAP `PLUG _r1KU114 AKIrWr%lp AqRE ROPE CUP (SS) ROD (SS OR INLIM) LENGTH TO FIT Pvc PIPE & CROSS -FLOW CONTROL STRUCTURE PIPE SUPPORT DETAIL Q I I 10110101 IL I I abd 1 *001111110] Oki aearm NTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS I,m WT CITY ENGINEERING DIVISION .............. WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W STORM DRAINAGE DETAILS C-6.0 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 EDMONDS, WA Seattle, WA 98109 www.PAcLAND.COM I I I I E N I O N M 75 0 0 co N m W C' N / 3 11 H 1.4 14 m E 1. THE LITER HTO DESIGNATIONS ARE FOR GRADATIONSONLY. THE THE MUST AL BE CLEAN,'CRUSHED, 4J . Fm E '1ELE A SPECIFICATION EH 94 STONIEWOULD STATE; L1HEC}s` AN G U L.A.H 140. 4 (AA HT 8) STONE"'. 2. T ITEH t A TIN r 1�IEIIEtdT ARIET t pA" LLOCATION MATERIALSS WHEN PLACED COMPACTED 11W 6 150 ()(MAX)LIFTS USING FULL COVERAGES WfWITH, VIBRATORY CO MPACTOR. WHEN F L TSURFACESiA FAH ECOMPACTION,F DA1 O ` .ATE 13 FLAT F MA`a' E A H RI DRAGGA T EAR - . � I�II It��l1�E I__m '�_- TA1'�I _I �I �, I ITI M,_ �1 _ACE � I ..C� I� . ICI _ ICI WI _. TI ► EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS6 ADS EYNTHETIC 661T LION-W'EN G EOTEXTILEALL AR,O1 `LEAN CRUSHED, ANGULAR STONE IN A & 6 LAY' �tlt � I�o� ALi_AIklNi,_HF .E r I I i C- 1 ID CAP SUBGRAVE SOILS N t. KA UNPAVED tom %--E ik LtEsi % ky 9' (150 m m) e m 0 MIN 1 (2.4 r)' • (50 m) MiNt MAX . M � .rTMt 3 ; 5 mm) " DEPTH OF STONE TO BE DET R INEl BY SITE 05S I FI EN G INFER W (150, im) 3 °' (865 im) 12" (300 mom) TYP I- �— re �- LLD eU LU F us �Ly a �d w; u L� F w� va a � � CA NOTE: � x- i i� S CY olu . • 1. -:3 I�I IE�. 1-1A1�L';IFHhi�1 T THE' IEI'�EI�l1` F iATf F215 6AI�IAI� EIFI�aTIN FOR L"PP`LEIE(PP) CORRUGATED WALL, STORMWATEJR COLLECTION CHAMBE.,OR ASTM F2922 to U# "STA"DARD SPECIFICATION FOR L" ErlwL NE (FEE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. m LU :. C,310 CHAMBERS SHALL BE DESIGNED, IN ACC ORDAN EE WITH A TM F2. '�' 8T 'STANDARD PRACTICE FOR ST R U CTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION oz = CHAMBERS". tau au NO -' ACCE TABLE FILL 1ATE IAI . x L . E A3 HC EATE Ia IAT t i 3E IET11�A ATl Nei Ar1 E' Th1 HtE T FFLLATI E.ECfE T. A1 I 1A I3s 4. THE SITE DESIGN ENGINEER IS RESP014SIBLE FORASSESSING THE BEARING RESISTANCE ' ALLAELE BEARING CAPACITY) )F THE SUBGRADE'SOILS A14D THE DEPTH OF FOUNDATION THEWTH, CONSIDERATION FOR THERANGEF EXPECT $OIL MOISTURE CN ITIO" : El 7 5. EEP.I STEP STONE MUST 85 EXTENDED HORIZONTALLY TO THE iEtXCAVATIOA WALL FOR SCTH " EI.RTI AL ANO SLAVATION WALLS. j i .i a : i 8 9:. 6. ONCE L `E[ I PLACED, ILJMATEC IAL SE PLACED IN LAYER .LIP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN SEUSED TO REPLACE TRE' MATERIAL REQUIREMENTS OF Imw LAYER "C" R'13' AT THE SITE DE I N ENGIN `E DISCRETI N. SHEET OF 1 No. Date No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 D990ned Bye Issue Dates ERR 07/14/2017 PERMIT Drawn By. CMD Checked By. Project No; WFF 10-382-001 NTS (36 me) 45." (11,66 NOMINAL HA R SPECIFICA11IONS SIZE (W X H X INSTALLED LENS ) 34.0" 16.0" X 85. " (8b4 mm X 406 mrn X 21691 ) CHAMBERSTORAGE 14.7 CUBIC FEET (. 2 sTf) MINIMUM INSTALLED STORAGE7' 31.0 CUBIC FEET (. ma) WEIGHT 35.0 lbs. (16.8 k)_ m ASSUME 6* (15 2 mm) ABOVE, BELOW, AND BE CHAMBERS APPROVED FOR CONSTRUCTION CITY OF EDMONDS gm W CITY ENGINEERING DIVISION WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W STORM DRAINAGE DETAILS C-6.1 Westlake Ave. N. T (206) 522- Suit EDMONDS, WA Suite 305 F (206) 522-8344 8344 Seattle, WA 98109 www.PAcLAND.COM E N I 0 N M 75 0 0 co N m W co C' N / 3 11 H 1.4 14 M Permeable pavement mix 1"washed sand or-" washed cru.shed stone for base material open -graded base matenall, " _ ' =,, -5-hod-washold compaction based on desln requirements NOTE: 6" PERMEABLE CONCRETE PAVEMENT SECTION (ASSUMED); SECTION TO BE REVISED PER GEOTECHNICAL RECOMMENTDATIONS i ni��yl 0 a I ONns:Ino] 119KIP[N V Ik 1 IW YNI[1n NTS No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 Desin®d W. Issue Dates LRR 07/14/2017 PERMIT Drawn By. CMD Checked By. Project No.: WFF 10-382-001 961 1119[N:1■:l[N 56:111111IOLI11[17�1 NTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS W CITY ENGINEERING DIVISION WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W STORM DRAINAGE DETAILS C-6.2 Westlake Ave. N. T (206) 522-9510 Suit IFEDMONDS, WA Suite 305 (206) 522-8344 8344 Seattle, WA 98109 WWW.PACUND.COM 11 P-4 1.4 14 m 1 - GRATE&SOLID COVER SHALL BE DUCTILE IRON PER5,36 GRADE 7MM-5, WHTHE EXCEP71ON OF' THE BRON�E GllkrE. S PRINT QISCLQ!�,ES SUIRIECT MATTER lhl'"�ICK ORAWN BY WC IWATEFIAL M38 VERORA AVE 2 - PRAMES SHALL BE DUCTILE IRCN PER ASTM A536 GRADE 70-6H5 NY'LOPLA8T HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA. 30518 3, - DRAIKI BASIRTO BE CUSTOM VANUFACTUREMACCORDING, 70 PLAN DFT4L. OR P08SESSION OF �HIS PRINT OCIES NOT COWER, DATE 0.$-29-M PHIN (770) 03WW RISERS ARE NEEDED FOR &ASINS GVERW DUE 70 SHIPPhG RESTRICTIONS. SEE DRKOWGNO. 7001-110-065 TRARSFER, OR LICENSE THB USE OF THE DES" OR XY10 last FAX (770) 932-2490 REVW�D BY �OCA TECHNICAL INFORNIATION SHOWN HEREIN PROJECT W)JNAME 4 - DRAINAGE CONNECTION STUD JOINT TIGHTNESS SHALL (�OKFOWA TO REPRODUCTION OF TAM PRINT OR ANY INFORMATION TITLE, A,STMID3212 FOR CORRUGATED HDPF �(ADS K- �ZMANTOOR DIJAIL WALL), CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 00-27-13 r12 HP, & PVC SEWER. ARTICLE HEREFROM, FOR THE'018CLOSURE TO OTHERS 12 IN ORAIN WIN QUICK SPEC INSTALLATION DETAIL 5 -ADAPTERS CAN BE MOUNTEr, ON MY AN ,E W TO AD% TO OETERMIN E. rVINPAUM, IS FORSIDDEN, EXCEPT SYSPECIPIC, WRITTEN ANGLE BETME EN ADAP TERS SEE DRAVANG NO. 70-110-0012. FERf%4SA-QN FRCV NYLOPLAST. 9M N YLIORAS DW'G SUE A StALE 1:3 SHEET 1 or 1 0'wo N" Tit- 110-11-09 REV 0 111 IVIA" 11 1 IL 0 981AM I I No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 NTS Designed Bye Issue Date: LRR 07/14/2017 PERMIT Drawn By. CMD Chocked By. Project No; WIFF 10-382-001 (1, 2) INTEGRATED "DUCTILE IRON FRAME. & GRAT E TO MATCH BASIN O.D. I INVERT ACCORDING TO PLAN&TAKE OFF MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION ffmm��� I�U L■ NYLOPLAST 12" INLINE DRAIN: 2712AG -X I III 1111L I a 11 kolulli NTS Emma N MIN T'IC KNE SS GUIDELINE I - GRATEMOLID COVER SHALL BE DUCTILE IRON PER ASTM k5k"GRADE 7N5O-O5 VVITH THE EXCEPTION OF THE BRONZE GRATE. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE'766MS. 3 - DRAINAGE CONNECTION STUS JOINT IGHTNES''S SHALL CONFOMI 10 ASTM D3212 FOR CORRUGATED KK WS W 21HANCOR DUAL WALL), NN-1 2 HP � & PVC SEWER. 4 - QR4EK$I0NS ARE FOR REFEREKE ONLY. ACTUAL DIMENSIONS MAY VARY. 5 - DIMENSIGM ARE, IN INCHLS 6 - SEE DRAVOING NO,. 7,,001 -t 10-275 FOR ADS 4-12 & HANCOR WAL WALL SELL INFORMATION & DRAVAING NO. 700-110464 FOR N-12 HP BELL INFORMATION. APPROVED FOR CONSTRUCTION CITY OF EDMONDS gm WT CITY ENGINEERING DIVISION .............. WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W STORM DRAINAGE DETAILS C-6.3 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 EDMONDS, WA Seattle, WA 98109 MW.PACLAND.COM I I I I N MIN T'IC KNE SS GUIDELINE I - GRATEMOLID COVER SHALL BE DUCTILE IRON PER ASTM k5k"GRADE 7N5O-O5 VVITH THE EXCEPTION OF THE BRONZE GRATE. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE'766MS. 3 - DRAINAGE CONNECTION STUS JOINT IGHTNES''S SHALL CONFOMI 10 ASTM D3212 FOR CORRUGATED KK WS W 21HANCOR DUAL WALL), NN-1 2 HP � & PVC SEWER. 4 - QR4EK$I0NS ARE FOR REFEREKE ONLY. ACTUAL DIMENSIONS MAY VARY. 5 - DIMENSIGM ARE, IN INCHLS 6 - SEE DRAVOING NO,. 7,,001 -t 10-275 FOR ADS 4-12 & HANCOR WAL WALL SELL INFORMATION & DRAVAING NO. 700-110464 FOR N-12 HP BELL INFORMATION. APPROVED FOR CONSTRUCTION CITY OF EDMONDS gm WT CITY ENGINEERING DIVISION .............. WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W STORM DRAINAGE DETAILS C-6.3 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 EDMONDS, WA Seattle, WA 98109 MW.PACLAND.COM I I I I E C14 C� C14 M 75 11 P-4 1.4 14 0 0 E c- U) m WATER METER AND SERVICE CONNECTION DETAIL NTS No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 Designed Bye Issue Date: ERR 07/14/2017 PERMIT Drawn By. CMD Chocked By. Project No; WFF 10-382-001 1-1/2" AND 2" METER DETAIL NTS WATER MAIN FILLING DETAIL NTS APPROVED FOR CONSTRUCTION OLYMPIC VIEW WATER & SEWER DISTRICT gm 07 .............. WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W WATER DETAILS C-7.0 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 EDMONDS, WA Seattle, WA 98109 www.PAcLAND.COM I I I I E C14 0 C14 M 75 11 P-4 1.4 14 0 0 E c- U) m I CKING Shell 7-7-7771 NTS'- ... No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 NIL I"-- of 2 THRUST BLOCKING Designed By- Issue Date: ERR 07/14/2017 PERMIT Drawn By. CMD Chocked By. Project No; WFF 10-382-001 NTS WET -TAP CONNECTION/VALVE BOX NTS APPROVED FOR CONSTRUCTION OLYMPIC VIEW WATER & SEWER DISTRICT gm 07 .............. WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W WATER DETAILS C-7.1 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 EDMONDS, WA Seattle, WA 98109 MW.PACUND.COM I I I I E r-� C14 I C�l N M 75 3 CD r- N m _ W C' CAI / 3 11 H 1.4 14 m NTS No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 Designed Bye Issue Dates ERR 07/14/2017 PERMIT Drawn By. CMD Chocked By. Project No; WFF 10-382-001 NOT FOR CONSTRUCTION 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM NTS APPROVED FOR CONSTRUCTION OLYMP C VIEW WATER & SEWER DISTRICT gm 0 WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W WATER DETAILS C-7.2 EDMONDS, WA E C14 C� C14 M 75 11 P-4 1.4 14 0 0 E c- U) m NTS No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 Designed By- Issue Date: ERR 07/14/2017 PERMIT Drawn By. CMD Chocked By. Project No; WFF 10-382-001 APPROVED FOR CONSTRUCTION OLYMPIC VIEW WATER & SEWER DISTRICT gm 07 .............. WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W WATER DETAILS C-7.3 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 EDMONDS, WA Seattle, WA 98109 www.PAcLAND.COM I I I I E N I 0 N M 75 0 00 N m 0 W i co 0 0 N 3 11 H 1.4 14 m PAVEMENT NOTES 1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS. 2. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBBASE PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECT GEOTECHNICAL REPORT. 3. FOR PREPARATION OF PAVEMENT SUBGRADE, AREAS IDENTIFIED AS LOOSE FILL SOIL SHALL BE IMPROVED BY REMOVING AND REPLACING WITH STRUCTURAL FILL OR SCARIFYING AND RECOMPACTING THE ON -SITE SOIL TO STRUCTURAL FILL REQUIREMENTS. IMPROVEMENT SHOULD OCCUR TO A DEPTH OF AT LEAST 12 INCHES OR THE MINIMUM DEPTH SPECIFIED IN THE GEOTECHNICAL REPORT AND BEFORE STRUCTURAL FILL IS PLACED. 4. THE TOP 12 INCHES OF SOIL SUBGRADE BELOW PAVED AREAS SHALL BE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY PER ASTM D 1557. 5. PRIOR TO PLACEMENT OF FILL OR PAVEMENT IMPROVEMENTS, THE EXPOSED SUBGRADE SHOULD BE EVALUATED BY PROOFROLLING WITH A FULLY LOADED DUMP TRUCK OR SIMILARLY HEAVY, RUBBER -TIRE CONSTRUCTION EQUIPMENT TO IDENTIFY SOFT, LOOSE, OR UNSUITABLE AREAS. 6. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3) - AGGREGATES FOR BALLAST AND CRUSHED SURFACING, WITH THE EXCEPTION THAT THE AGGREGATE SHOULD HAVE LESS THAN 5% BY DRY WEIGHT PASSING THE U.S. STANDARD NO. 200 SIEVE AND HAVE AT LEAST TWO MECHANICALLY FRACTURED FACES. THE AGGREGATE BASE SHOULD BE COMPACTED TO AT LEAST 95% OF THE MAX. OF THE THEORETICAL MAXIMUM DRY DENSITY (ASTM D 1557) FOR PG 58-22 OR PG 64-22.. 7. PERFORMANCE GRADED ASPHALT BINDER SHALL BE IN ACCORDANCE WITH WSDOT SECTION 9-02.1(4). 8. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 5-04, 9-02, AND 9-03.8 CLASS Y", OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 9. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH AIR -ENTRAINED CONCRETE FOR PAVEMENT SECTIONS 5-05 OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A 4 INCH MAXIMUM SLUMP AND 3 TO 6% ENTRAINED AIR. AGGREGATE SHALL CONFORM TO WSDOT STD. SPEC. 9-03.1(5)B, GRADING, FOR MAXIMUM NOMINAL SIZE OF 1 IN. 11. CONTRACTOR SHALL PROVIDE A TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. 12. IN AREAS WHERE EXISTING PAVEMENT IS TO BE REPLACED WITH NEW PAVEMENT, THE EXISTING PAVEMENT, BASE COURSE AND SUBGRADE SHALL BE REMOVED TO THE DEPTH SUFFICIENT TO CONSTRUCT THE NEW SECTION. AN OVERLAY OF THE EXISTING PAVEMENT SECTION IS NOT AN ACCEPTABLE ALTERNATIVE. 13. SEAL ALL JOINTS WITH CATIONIC EMULSIFIED ASPHALT PER WSDOT STANDARD SPECIFICATIONS 5-04 AND 9-02. 12" REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN PARKING WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE ? TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" VAN PARKING SPACES ACCESSIBLE PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW z GALVANIZED "U" CHANNEL POST oCD N �o 4" DIA. SCH 40 GALVANIZED STEEL m PIPE BOLLARD PAINTED OSHA YELLOW o w o FILLED WITH CONCRETE PAINT CONCRETE BLACK o "' AFTER CURING o AT ASPHALT LOCATIONS /-4000 PSI CONCRETE I NTS No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 1916 DIA. HOLE -° (TYPICAL) Designetl Bye Issue Dates LRR 07/14/2017 PERMIT Drawn By. CMD Checked By. Project No; WFF 10-382-001 #3 BAR (TYP) Im 1'-0" NOTE: STANDARD DUTY ASPHALT PAVEMENT SECTION IS PRELIMINARY, AND SHALL BE REVISED AS NEEDED BASED ON GEOTECHNICAL RECOMMENDATIONS 2.5" ASPHALT CONCRETE SURFACING, Y2 INCH MIX PER WSDOT STD. SPEC. 9-02.1(4) FOR PG 58-22 OR PG 64-22 PERFORMANCE GRADED ASPHALT CEMENT 4" CRUSHED ROCK BASE COURSE (WSDOT STD SPEC 9-03.9(3)) 5" PIT -RUN SAND AND GRAVEL SUBBASE WITH A CBR VALUE OF AT LEAST 40 WHEN COMPACTED TO 95% OF MAXIMUM DRY DENSITY 12" COMPACTED SUITABLE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) dr,t1it11: II'llii w"I #8 REBAR X 3'-O" LONG (3 PER CURB SECTION) FILL TOP WITH MASTIC OR CONCRETE AFTER SETTING m on 1 %" NTS m 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM NTS 7» m NOTE 1. LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LETTERING N TS APPROVED FOR CONSTRUCTION CITY OF EDMONDS gm 0 CITY ENGINEERING DIVISION WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W PAVING AND SITE DETAILS C-8.0 EDMONDS, WA 11 P-4 1.4 14 m FINAL, JOINT SHALL BE A NEAT HMBA CLASS 112" /-STPAIGHT LINE AND ALL, EXPOSED PG 64-22 EDGES SHALL BE TACKED NEATLY (SEE NOTE 5) WITH SDDT STANDARD SPECIFICATIONS 5-04,3<,5)A APPROVED TACK OR APPROVED EDUAL, SLOPE EXCAVATION TO EMENT. PAO ENG HIMA--ID UNDERMINING EXISTING x 1, s T I �0' 4" 4 4" A EXISTING 4 MATERIAL El 1, ��l < ICIZ] E-E �1 1 1�7 1-1/4' MINUS _/ TRENCH WIDTH— CSBCPER WSDOT 9-03,90) IMPORT OR NATIVE MATERIAL (SEE NOTES 3&4) BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY (SEE NOTE 2) N 11TES, I 1, SEE CITY OF'EDMONDS MDDIFICATIDNS TO DIVISION 9 OF THE CURRENT WSDGT STANDARD SPECIFICATIONS FOR BACKFILLINGi REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95%, DENSITY PER ASTM D 1557, 3, CSC DEPTH SHALL BE A MINIMUM 6' OR MATC1-1 EXISTING WHICHEVER IS GREATER. WFIEN MATCHING EXISTING CC DEPTH GREATER THEN 6", THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NDT EXCEEDING 60. 4. IF TRENCH WIDTH EXCEEDS 6 FEET IN WIDTH, THE TOP 2" OF' CSBC SHALL BE REPLACED WITH A SEPARATE 2� LIFT OF 5/8-ff MINUS CSTC PER WS'DOT 9-03.9�3). 5, HMA DEPTH SHALL BE A MINIMUM OF 4n THICK. UNLESS APPROVED BY THE ENGINEERA ANY DEPTH GREATER THAN 4" SHALL MATCH EXISTING. UNLESS APPROVED BY THE ENGINEER, THE 14MA SHALL RE INSTALLED IN MULTIPLE EQUAL IV THICKNESS LIFTS NOT EXCEEDING 2 . 6, FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMILY SEALED WITH SDDT STANDARD SPECIFICATIONS APPROVED JOINT SEALANT OR APPROVED EQUAL. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR 1 5/8' MINUS CSTC NOTES, 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECUPELY STAKED, 2. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO CATCH BASSANS, 3, EXPANSION JOINTS SHALL BE EVERY 10 FEET AND DUMMY (CONSTRUCTIQN) JOINTS EVERY 5 FEET,u 4, EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8' IdIDE PREM'OED JOINT FILLER. 5. CONCRETE SHALL BE CLASS 3- 300OPSI, STAN I.= DAM Ift �k 00"VM 6ML CURB/GUTYPICAL HMA AND UTILITY PATCH �S �TAN�D A �RD�T Y�P "A"E� � TTER DETAIL NTS No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 DesOned W. Issue Date: ERR 07/14/2017 PERMIT Drawn By. CMD Chocked By. Project No; WFF 10-382-001 NTS NOTES; 2­ 5/8' MINUS CSTC 1, FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED, 2m EXPANSION JOINTS SHALL BE PLACED A11JACENT TO CATCH BASINS,, 3, EXPAN tION JOINTS 'SHALL BE EVERY 10 FEET AND DUMMY DQINT..S EVERY 5 FEET 4. EXPANSION JOINTS SHALL HAVE 112' TO 5/8' SITE PRF.MEILFJED JOINT FILLER. 5. CONCRETE SHALL BE CLASS 3- 3000PS1, FINISH SHALL BE LIGHT BRO 7, C-Il ALL BE SPRAYED IT CLEAR SURING CQMPCUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS, 8, ALL SIDEWALKS POURED BEHIND CURB IN DRIVEWAY AREAS SHALL BE Gm THICK OVER 2" OF CSTC WITH SUBGRADE COMPACTED TO 95% MAXIMUM NTS THIS TYPE OF CURB SHALL ONLY BE USED TO REPLACE EXISTING VERTICAL CURBING APPROVED FOR CONSTRUCTION CITY OF EDMONDS gm WT CITY ENGINEERING DIVISION .............. WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W PAVING AND SITE DETAILS C-8.1 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 EDMONDS, WA Seattle, WA 98109 MW.PACUND.COM I I I I 11 P-4 1.4 14 m EXPANSION,, JOINTI" FULL DEPTH 112'y EXPANSION JOINT MATERIAL —\ S �ITY INSPECTION REQUIRED ON FORI �ORK PRIOR TO POUR DUMMY JOINT PLAN "SECTION 2"- 5/8"o MINUS CSTC CONCRETE SIDEWALK. NTS 21 ml, N SAW CLfT ACP A MIN. OF 2' FROM EDGE OF No. Date By Revision Descri lion 1 07/14/2017 PACLAND BUILDING PERMIT REVIEW #1 I = �nj TH OR tE MATERIAL �E SPECIFIED D990ned W. Issue Date: ERR 07/14/2017 PERMIT Drawn By. CMD Chocked By. Project No; WFF 10-382-001 CONCRETE CURB AND GUTTER OR 16" VERTICAL CIURBTO MATCH EXISTING CURSING) SHALL EXTEND VARIES PER TO END OF RADIUS, ------ = --------- EXTRUDED CURB SHALL START CODE AT END OF RADIUS RADIUS VARIES TRANSITION SLOPE SHALL ZBE 1�12 (TYP) TYPE 2 CURB RAMP TYPE 2 CURB RAMP 5' LONG RAMP MIN, > 9' LONG RAMP IN, (SEE DETAIL E-2-15)--,\ � (SEE DE T A I L E- 2,15) CL SIDE�dALK LACE I' 'VIDE TACTILE I" BEHIND START DF RAMP CONECRETE CURB AND GUTTER PLACE FULL DEPTH EXPAN"SINN JOINT BETWEEN CMG AND HIGH TRAFFIC LOAD GUTTER, IF WING AND CC ARE NOT POURED AS ONE UNIT CUR* '`GUTTER AND WING FOR HIGH TRAFFIC LOAD GUTTER MAY BE POURED AS ONE UNIT. ACP ACP FULL DEPTH EXPANSION JDINTO SHALL BE PLACED IF WIDTH OF 13PENING EXCEEDS 15' AN SECTION A -A CONCRETE SHALL BE CLASS 3- 3000PSI w NQTF-i CITY ENGINEER SHALL DETERMINE APPLICABLE COMMERCIAL TYPE ENTRANCE BASED 11N LOCATION- & OTHER SITE CONDITIONS. il COMMERCIAL HIGH TRAFFIC LOAD DRIVEWAY ACCESS NTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS gm WT CITY ENGINEERING DIVISION .............. WESTGATE MIXED USE EDMONDS WAY AND 100TH AVE W PAVING AND SITE DETAILS C-8.2 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 EDMONDS, WA Seattle, WA 98109 MW.PACUND.COM I I I I REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION EXISTING TREES: TO REMAIN 0 EXISTING: ARCHWAY & RELATED PAVING TO REMAIN. EXISTING: SIGNAGE TO REMAIN EXISTING: SIDEWALK TO REMAIN AUTO GATE, REF ARCH DWGS. EXISTING UTILITIES TO REMAIN, VERIFY WITH CIVIL; REF CIVIL DWGS. Ef] EXISTING SIGNAGE: RE —LOCATE & PROVIDE POWER 03 CONCRETE SYMBOL DESCRIPTION 03-01 CONCRETE PLANTER WALL: THICKNESS: 8"; COLOR: NATURAL; FINISH: STEEL TROWEL SMOOTH & SACKED, TYP. CONCRETE SEATWALL BLOCKS: THICKNESS: 12' COLOR: INTEGRAL COLOR: LAMP BLACK; FINISH: STEEL TROWEL SMOOTH; SEATING SURFACE SLOPED TO DRAIN, TYP. PAVING SYMBOL DESCRIPTION STAMPED ASPHALT CROSSWALK: MATCH EXISTING PATTERN & COLOR, TYP. CONCRETE SIDEWALK: 8' MINIMUM WIDTH; COLOR: NATURAL; SCORING: PER CITY OF EDMONDS S.W. STANDARDS, TYP. CONCRETE PLAZA: PERMEABLE PAVING; PATTERN: TBD; ACCENT PATTERN: TBD; THICKNESS: 60 MM; DEPTH: 12" —18" AGGREGATE, TYP. CONCRETE WALKWAY: WIDTH: 5'; COLOR: NATURAL; THICKNESS: 4"; SCORING: 5'O.C.; EXPANSION JTS.: 15'O.C.. ACCENT PAVING: PERMEABLE PAVING; PATTERN: T.B.D.; COLOR: T.B.D.; ORIENTATION: SHOWN. CONCRETE BAND: ACCENT PAVING BAND: MIN. 8" /MAX 12 WIDTH X FULL DEPTH (4 MIN.); COLOR: NATURAL; FINISH: LIGHT BROOM. PLANTING SYMBOL DESCRIPTION SHRUB PLANTING AREA, TYP. RIGHT OF WAY PLANTING AREA; MINIMUM WIDTH: 5' FROM BACK OF CURB, TYP. PARKING LOT PLANTING AREA, TYP. PLAZA PLANTING AREA, TYP. Pros BIO—RETENTION AREA: REF CIVIL DWGS. SITE FURNISHINGS SYMBOL DESCRIPTION VERTICAL TRELLIS: METAL PANELS (MIN. 8'W X 8'H; MAX 12'W X 8'H); FREESTANDING OR FIXED TO BUILDING; COLOR: T.B.D. (BLACK OR GREEN); MANUF.- T.B.D. SITE UTILITIES SYMBOL DESCRIPTION UTILITIES: GAS, ELECTRICAL, TELECOM, STORM, SANITARY, TYP. St u d' OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave., Suite 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 fax www.studioms.com JIMA/ aggpggyg //A fro A, f W®r wm4mv AdAR/6 R ENT91 Mor., I M LANDSCAPE ARCHITECTURE SITE PLANNING URBAN DESIGN SUITE 615, 811 FIRST AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 CLIENT/OWNER Henbart PLC mm EDMONDS WAY & 1 OOTH AVE WESI EDMONDS, WA %� v STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT THOMAS V, RENGSKIFF CERTIFICATE NO, 298 TRA PROJ NUMBER PROJECT NUMBER 1616 15311 ISSUED FOR: DATE: BUILDING PERMIT BP CORRECTION #1 FJ FJ AIM 11 A 101 -7 L-Ammr-Immm SHEET CONTENTS CALLOUT PLAN CALLOUT PLAK 0 10' 20' 401 Q SHEET NUMBER L101 1 � , 1 � 1 • � 1 1"= 10'-0" 0 5' 10' 20' St u I CMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave., Suite 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 fax www.studioms.com 11111111111111,30 o . LANDSCAPE ARCHITECTURE SITE. PLANNING URBAN DESIGN SUITE 615, 811 FIRST AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 CLIENT/OWNER Henbart PLC mm EDMONDS WAY & 1 OO EDMONDS, STATE DE WASHINGTON REGISTERED LANDSCAPE ARCHITECT THOMAS V RENGSK 2E CERTIFICATE NO, 298 TRA PROJ NUMBER PROJECT NUMBER 1616 15311 ISSUED FOR: BUILDING PERMIT BP CORRECTION #1 W. FJ FJ ^^IA AIA- vAllimr» ■ CONTENTSSHEET HARDSCAPE LAYOUT • PLAN 102 I 0 / 1-0 co 4' 7' CNTR. PT. R� YY R EQ C�a $�77� 12'-11" CNTR. PT 12'-6" 17 F - - - T - - - I - - - T - - - - - I - - - T - - - T-71-7, t2,2,2t„is f i>t„ixs ftf mom,,r?m #t} It t t c t r r { i Y t: i` {{ {.; tttt22ttt 7 ttttttttt 7 23ttttttt # ttt22tttt tttttt23 t> 7 ;3tttttttt # tt22ttttt ttttt22tt> 7 ttttttttt.. # t42tttttt # tttt22ttt ttttttttt 7 23ttttttt # ttt22tttt # tttttt43t .;3tttttttt # tt22ttttt .# ttttt42tt> 7 ..ttttttttt.. t22tttttt # tttt22ttt 7 ttttttttt. # 42ttttttt ttt22tttt # , .... i> / N N — 5' 2' 18' 2" -- ys -R52 '2 CNTR. PT. 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PLANNING URBAN DESIGN SUITE 615, 811 FIRST AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 CLIENT/OWNER Henbart PLC EDMONDS EDMONDS, STATE DE WASHINGTON REGISTERED LANDSCAPE ARCHITECT— — THOMAS V, RENGSKIFF CERTIFICATE NO, 298 TRA PROJ NUMBER 1616 ISSUED FOR: BUILDING PERMIT APPROVAL BY: DRAWN BY: TITLE STAMP PROJECT NUMBER 15311 FJ DATE: 03/14/17 CHECKED BY: FJ SHEET CONTENTS LAYOUT PLAN LAYOUT-PLAN ill = 20' - 0" .....MQN 0 10' 20' 40' SHEET NUMBER L 1 1 1 .. • SYMBOL_ P 17) 4 "�' (a) 0 o T H TT To F TORO 570Z-12LP 5 SERIES SHRUB SPRAY, 12" POP—UP, WITH A ZERO FLUSH SEAL_. LOW PRESSURE SEALING, ALLOWING FOR POP—UP AND RETRACTION AT LOWER PRESSURES. 1 /2" FEMALE —THREADED INLET. IDEAL FOR SMALL TO MEDIUM LANDSCAPE AREAS. 0 TT TO 0 T Q H TT To F TORO 570Z-12LP 8 SERIES SHRUB SPRAY, 12" POP—UP, WITH A ZERO FLUSH SEAL. LOW PRESSURE SEALING, ALLOWING FOR POP—UP AND RETRACTION AT LOWER PRESSURES. 1 /2" FEMALE —THREADED INLET. IDEAL FOR SMALL TO MEDIUM LANDSCAPE AREAS. O TT TO• T H o TT To F TORO 570Z-12LP 10 SERIES SHRUB SPRAY, 12" POP—UP, WITH A ZERO FLUSH SEAL. LOW PRESSURE SEALING, ALLOWING FOR POP—UP AND RETRACTION AT LOWER PRESSURES. 1 /2" FEMALE —THREADED INLET. IDEAL FOR SMALL TO MEDIUM LANDSCAPE AREAS. 0 0 0 0 � TORO 570Z-1 2LP ADJ 8 10 12 15 17 SHRUB SPRAY, 12" POP—UP, WITH A ZERO FLUSH SEAL. LOW PRESSURE SEALING, ALLOWING FOR POP—UP AND RETRACTION AT LOWER PRESSURES. 1 /2" FEMALE —THREADED INLET. IDEAL FOR SMALL TO MEDIUM LANDSCAPE AREAS. ® 4 T � 4SS A 9SST SS 2SST 4CST 4S—SST TORO 570Z-12LP SHRUB STRIP SPRAY SHRUB SPRAY, 12" POP—UP, WITH A ZERO FLUSH SEAL. LOW PRESSURE SEALING, ALLOWING FOR POP—UP AND RETRACTION AT LOWER PRESSURES. 1 /2" FEMALE —THREADED INLET. IDEAL FOR SMALL TO MEDIUM LANDSCAPE AREAS. ° ,,,,,,� 11 O .. f' o" 8 IF t� Al�dr O o ° M ° O O ° 0 ° l t� d - r r ° 11A,.. P i `V 1 ° O O ° ° M O ° \\ O ° O� ----------- --- — o , \ ' \ /t,. IF v O Q o M \ t : f \ M � � i IL t 77 'i ,m _ <� <, PSI 30 W7 m m 7 7L 7 HUNTER MP1000 PROS— I2—PRS40—CV 40 SHRUB ROTATOR, 12" (30,48 CM) POP—UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC ON PRS40 BODY. HUNTER MP CORNER PROS— I2—PRS40—CV 40 SHRUB ROTATOR, 12" (30,48 CM) POP—UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY. HUNTER MP STRIP PROS— I2—PRS40—CV 40 LST AST SST SHRUB ROTATOR, 12" (30.48 CM) POP—UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. LST=IVORY LEFT STRIP, SST=BROWN SIDE STRIP, RST=COPPER RIGHT STRIP, ON PRS40 BODY. 0.25 1.o HUNTER RZWS-18—CV 30 18" LONG RZWS WITH INSTALLED .25GPM OR .50GPM BUBBLER OPTIONS, CHECK VALVE, 1 /2" SWING JOINT FOR CONNECTION TO 1 /2" PIPE 20 HUNTER PROS-04—CV—PCN 30 FLOOD BUBBLER, 4.0" POP—UP, FACTORY INSTALLED DRAIN CHECK VALVE. SYMBOL MANUFACTURER/MODEL/DESCRIPTION ® HUNTER ICV—G 1", 1 —1 /2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. HUNTER HQ-33DLRC QUICK COUPLER VALVE, YELLOW LOCKING RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 3/4" NPT INLET, 2—PIECE BODY. MUELLER MARK II ORISEAL STRAIGHT METER VALVE — LINE SIZE �V HUNTER IBV—BSP 1" 1 ", 1 —1 /2", 277, AND 3" BRASS ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH BSP THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. 0 MANUAL DRAIN VALVE BUCKNER VBM SERIES ALL BRASS ANGLE VALVES FEBCO 850U 1" DOUBLE CHECK BACKFLOW PREVENTION WITH UNION END BALL VALVE, 1 /2" TO 2". © HUNTER IC-1200—SS MODULAR CONTROLLER, 12 STATIONS, OUTDOOR MODEL, STAINLESS STEEL CABINET. COMMERCIAL USE. WITH ONE ICM-600 MODULE INCLUDED. ® HUNTER SOLAR —SYNC SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO—C, AND I —CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. WIRED. HUNTER FLOW—CLIK-100 FLOW SENSOR SOV WITH INTERFACE PANEL, 1" SCHEDULE 40 SENSOR BODY, 24 VAC, 2 AMP, INSTALL INTERFACE PANEL AS REQUIRED. WATER METER 1" IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 PVC CLASS 200 IRRIGATION PIPE. IRRIGATION MAINLINE: PVC SCHEDULE 40 ------- PIPE SLEEVE: PVC CLASS 200 SDR 21 TYPICAL PIPE SLEEVE FOR IRRIGATION LATERAL & MAINLINE PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Callous _JV -- Valve Number Valve Flow Valve Slze St u d I c-N MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave., Suite 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 fax www.studioms.com ��II,, II •III • � • ! ! � . LANDSCAPE ARCHITECTURE SITE. PLANNING URBAN DESIGN SUITE 615, 811 FIRST AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 CLIENT/OWNER Henbart PLC mm EDMONDS WAY & 1 OO EDMONDS, STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT THOMAS V RENGSK 2F CERTIFICATE NO, 298 TRA PROJ NUMBER PROJECT NUMBER 1616 15311 ISSUED FOR: APPROVAL BY: DRAWN BY: CHECKED BY FJ FJ CONTENTSSHEET m.!RRIGATION PLAN ill = 20' - 0" ....MQN 0 10' 20' 40' SHEET NUMBER L 1 2 1 SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI SYMBOL MAN UFACTURERZMODELZ DESCRIPTION p Cz, � � C TORO 570Z-1 2LP 5 SERIES 30 HUNTER ICV—C Q T H TT TO I SHRUB SPRAY, 12 POP—UP, WITH A 1 ", 1-1/2 ' 299' AND 3" PLASTIC ELECTRIC ZERO FLUSH SEAL. LOW PRESSURE REMOTE CONTROL VALVES, GLOBE SEALING, ALLOWING FOR POP—UP AND CONFIGURATION, WITH NPT THREADED RETRACTION AT LOWER PRESSURES. 1 /2" INLET/OUTLET, FOR FEMALE —THREADED INLET. IDEAL FOR COMMERCIAL/MUNICIPAL USE. SMALL TO MEDIUM LANDSCAPE AREAS. HUNTER HQ-33DLRC 0 0 O 0 0 0 TORO 570Z-12LP 8 SERIES 30 QUICK COUPLER VANE, YELLOW LOCKING o T H TT TO E SHRUB SPRAY, 12 POP—UP, WITH A RUBBER COVER, RED BRASS AND ZERO FLUSH SEAL. LOW PRESSURE STAINLESS STEEL, WITH 3/4" NPT INLET, SEALING, ALLOWING FOR POP—UP AND 2—PIECE BODY. RETRACTION AT LOWER PRESSURES. 1 /2" FEMALE —THREADED INLET. IDEAL FOR MUELLER MARK II ORISEAL SMALL TO MEDIUM LANDSCAPE AREAS. STRAIGHT METER VALVE — FINE SIZE O O C • TORO 570Z-12LP 10 SERIES 30 HUNTER IBV—BSP 199 Q T H TT TQ E SHRUB SPRAY, 12 POP—UP, WITH A 1 ", 1-1/2 2 AND 3" BRASS ELECTRIC ZERO FLUSH SEAL. LOW PRESSURE MASTER VALVE, GLOBE CONFIGURATION, SEALING, ALLOWING FOR POP—UP AND WITH BSP THREADED INLET/OUTLET, FOR RETRACTION AT LOWER PRESSURES. 1 /2" COMMERCIAL/MUNICIPAL USE. FEMALE —THREADED INLET. IDEAL FOR SMALL TO MEDIUM LANDSCAPE AREAS. 0 MANUAL DRAIN VALVE BUCKNER VBM SERIES ALL BRASS ANGLE O O O O 0 _ TORO 5-70Z 12LP ADJ 30 VALVES 8 18 12 15 17 SHRUB SPRAY, 12 POP—UP, WITH A ZERO FLUSH SEAL. LOW PRESSURE FEBCO 850U I " SEALING, ALLOWING FOR POP—UP AND DOUBLE CHUCK BACKFLOW PREVENTION RETRACTION AT LOWER PRESSURES. 1 /2" WITH UNION END BALL VALVE, 1 /2" TO 2" FEMALE —THREADED INLET. IDEAL FOR SMALL TO MEDIUM LANDSCAPE AREAS. HUNTER C-1 200—SS 0 A MODULAR CONTROLLER, 12 STATIONS, 4EST Z� 4SST 9SST TORO 570Z_ 12LP SHRUB STRIP SPRAY 30 OUTDOOR MODEL, STAINLESS STEEL 2SST 4CST 4S-SST SHRUB SPRAY, 12" POP—UP, WITH A CABINET. COMMERCIAL USE. WITH ONE ZERO FLUSH SEAL. LOW PRESSURE ICM-600 MODULE INCLUDED. SEALING, ALLOWING FOR POP—UP AND RETRACTION AT LOWER PRESSURES. 1 /2" HUNTER SOLAR —SYNC FEMALE —THREADED INLET. IDEAL FOR SOLAR, RAIN FREEZE SENSOR WITH SMALL TO MEDIUM LANDSCAPE AREAS, OUTDOOR INTERLACE, CONNECTS TO HUNTER PCC, PRO—C, AND I —CORE 7 7 7 HUNTER MP1000 PROS— I2—PRS40—CV 40 CONTROLLERS, INSTALL AS NOTED. SHRUB ROTATOR, 12" (30.48 CM) INCLUDES 10 YEAR LITHIUM BATTERY AND POP—UP WITH CHECK VALVE, PRESSURE RUBBER MODULE COVER, AND GUTTER REGULATED TO 40 PO (2.76 BAR), MP MOUNT BRACKET. WIRED. ROTATOR NOZZLE. M = MAR00 N ADJ ARC (CS} 90 TO 210, L—LIGHT BLUE 210 TO 270 HUNTER FLOW—C LIK-100 ARC, 0=OLIVE 360 ARC 0N PRS40 BODY, FLOW SENSOR SOV WITH INTERFACE PANEL, 1 " SCHEDULE 40 SENSOR BODY, 0 HUNTER MP CORNER PROS— 12—PRS40—CV 40 24 VAC, 2 AMP, INSTALL INTERFACE PANEL SHRUB ROTATOR, 12 (30.48 CM) AS REQUIRED. POP—UP WITH FACTORY INSTALLED CHECK " VALVE, PRESSURE REGULATED TO 40 PSI Fm_] WATER METER 1 (2.76 BAR), MP ROTATOR NOZZLE. T=TURQUOISE ADJ ARC 45-105 0� IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 PRS40 BODY, PVC CLASS 200 IRRIGATION PIPS. ®� HUNTER MP STRIP PROS— I2—PRS40—CV 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 EST HST SST SHRUB ROTATOR, 12" (30.48 CM) ____-- POP—UP WITH FACTORY INSTALLED CHECK PIPE SLEEVE: PVC CLASS 200 SDR 21 VALVE, PRESSURE REGULATED TO 40 PSI TYPICAL PIPE SLEEVE FOR IRRIGATION (2.76 BAR), MP ROTATOR NOZZLE. LATERAL & MAINLINE PIPE, PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING LST=IVORY LEFT STRIP, SST=BROWN SIDE AND THEIR RELATED COUPLINGS TO EASILY STRIP, RST=COPPER RIGHT STRIP, ON SLIDE THROUGH SLEPVINC MATERIAL. PRS40 BODY. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. o.2s 1.0 HUNTER RZWS—I8—CV 30 18 LONG RZWS WITH INSTALLED .25GPM Vc�ve Cokut Valve Number OR .50CPM BUBBLER OPTIONS, CHECK VALVE, 1 /2" SWING JOINT FOR Valve #99 Flow CONNECTION TO 1 /2" PPE Valve Size 25 So 10 So HUNTER PROS-04—CV—PCN 30 FLOOD BUBBLER, 4.0 POP—UP, FACTORY INSTALLED DRAIN CHECK VALVE. stud' MEND STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave., Suite 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 fax www.studioms.com LANDSCAPE ARCHITECTURE SITE. PLANNING URBAN DESIGN SUITE 615, 811 FIRST AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 CLIENT/OWNER Henbart PLC mm EDMONDS WAY & 1 OO EDMONDS, 4 �\ STATE DE WASHINGTON REGISTERED --- LANDSCAPE --ARCHITECT -- - - THOMAS V RENGSUI F CERTIFICATE NO, 298 TRA PROJ NUMBER PROJECT NUMBER 1616 15311 ISSUED FOR: 101342awim FJ FJ AA fJ A1A- SHEET CONTENTS IRRIGATION SCHEDULE NO SCALE S HEET NUMBE TREES BOTANICAL_ NAME COMMON NAME EXISTING TREE EXISTING TREE TO REMAIN CONIFERS BOTANICAL NAME COMMON NAME CHAMAECYPARIS LAWSONIANA `COLUMNARIS` PORT ORFORD CEDAR DECIDUOUS TREES BOTANICAL_ NAME COMMON NAME ACER PALMATUM MULTI -TRUNK JAPANESE MAPLE AMELANCHIER ALNIFOLIA SERVICEBERRY FRAXINUS PENNSYLVANICA `PATMORE` `PATMORE` ASH FLOWERING TREES BOTANICAL NAME COMMON NAME CORNUS KOUSA `AUTUMN ROSE` KOUSA DOGWOOD MAGNOLIA GRANDIFLORA `LITTLE GEM` DWARF SOUTHERN MAGNOLIA MAGNOLIA GRANDIFLORA `MAJESTIC BEAUTY` TM SOUTHERN MAGNOLIA SPECIMAN TREE: MULTI -STEM TRUNK STREET TREES SHRUBS O O W/MINIMUM 2" CAL STEMS. MINIMUM HEIGHT 15 ` HT. BOTANICAL NAME COMMON NAME BOTANICAL NAME AZALEA X `HINO CRIMSON` GRNFCTR CHOISYA TERNATA STREET TREE COMMON NAME VINO CRIMSON AZALEA 1I.�I►1TWO ►�Ci�ll►��.Te�.b��.l i� UVI*XwALWOb'IA►rdm GRNFCTR EUONYMUS FORTUNEI `SUNRISE` WINTERCREEPER FATSIA JAPONICA 'VARIEGATA` VARIEGATED FATSIA NEBE CUPRESSOIDES `BOUGHTON DOME` BOUGHTON DOME NEBE GRNFCTR HYDRANGEA QUERCIFOLIA `AMETHYST` AMETHYST OAKLEAF HYDRANGEA GRNFCTR LONICERA PILEATA BOX -LEAF HONEYSUCKLE GRNFCTR NANDINA DOMESTICA `FIRE POWER` FIREPOWER NANDINA +� GRNFCTR RHODODENDRON X `RAMAPO` RAMAPO RHODODENDRON GRNFCTR SALIX PURPUREA `NANA` DWARF ARCTIC WILLOW O GRNFCTR SARCOCOCCA HOOKERANA HUMILIS DWARF SWEET BOX GRNFCTR SPIRAEA BUMALDA `LITTLE PRINCESS` LITTLE PRINCESS SPIRAEA ANNUALS/PERENNIALS BOTANICAL NAME COMMON NAME w GRNFCTR ACHILLEA MILLEFOLIUM `SALMON BEAUTY' SALMON BEAUTY YARROW DICENTRA FORMOSA `KING OF HEARTS` WESTERN BLEEDING HEART ECHINACEA PURPUREA PURPLE CONEFLOWER ERICA CARNEA WINTER HEATH r� GRNFCTR HELLEBORUS X HYBRID HELLEBORE HOSTA FORTUNEI `FIRE AND ICE` HOSTA HOSTA SIEBOLDIANA `ELEGANS` SIEBOLDIANA ELEGANS HOSTA GRNFCTR LAVANDULA ANGUSTIFOLIA ENGLISH LAVENDER SEDUM ACRE `AUTUMN JOY` GOLDMOSS STONECROP GRASSES BOTANICAL NAME COMMON NAME CALAMAGROSTIS ARUNDINACEA `KARL FOERSTER` FOERSTER`S FEATHER GRASS U HAKONECHLOA MACRA `AUREOLA` GRNFCTR HELICTOTRICHON SEMPERVIRENS GRNFCTR JUNCOS ENSIFOLIUS LIRIOPE MUSCARI `BIG BLUE' GRNFCTR SCIRPUS MICROCARPUS NATIVE SHRUBS BOTANICAL NAME GRNFCTR CORNUS SERICEA GRNFCTR GAU LTH ER IA S HALLO N r CRNFCTR LONICERA INVOLUCRATA UO GRNFCTR MAHONIA AQUIFOLIUM GRNFCTR MAHONIA REPENS GRNFCTR POLYSTICHUM MUNITUM GRNFCTR RIBES SANGUINEUM GRNFCTR ROSA RUGOSA `SNOW PAVEMENT` GRNFCTR SYMPHORICARPOS ALBUS `MAGIC BERRY` GRNFCTR VACCINIUM OVATUM VINE/ESPALIER BOTANICAL NAME A GRNFCTR AKEBIA QUINATA `ALBA` GROUND COVERS BOTANICAL NAME GOLDEN VARIEGATED HAKONECHLOA BLUE OAT GRASS COMMON NAME RED TWIG DOGWOOD SALAL TWINBERRY OREGON GRAPE CREEPING MAHONIA WESTERN SWORD FERN Rm m1XI EVIN NANI"►�MK0116"]9 COMMON NAME FIVE -LEAF AKEBIA COMMON NAME EXISTING SHRUBS EXISTING SHRUBS EXISTING PLANT MATERIAL TO REMAIN, PROTECT PLANTS WITHIN THIS AREA INCLUDING TURF GRASS. st u I OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave., Suite 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 fax www.studioms.com LANDSCAPE ARCHITECTURE SITE. PLANNING URBAN DESIGN SUITE 615, 811 FIRST AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 CLIENT/OWNER Henbart PLC EDMONDS WAY & 1 OO EDMONDS, STATE DE WASHINGTON REGISTERED LANDSCAPE ARCHITECT THOMAS V RENGSK 2E CERTIFICATE NO, 298 TRA PROJ NUMBER 1616 TITLE STAMP PROJECT NUMBER 15311 ISSUED FOR: DATE: BUILDING PERMIT 03/14/17 BP CORRECTION #1 07/13/17 APPROVAL BY: DRAWN BY: FJ CHECKED BY: FJ SHEET CONTENTS PLANTING PLAN SHEET NUMBER L 1 3 1 ill = 20' - 0" ....MQN 0 10' 20' 40' w�rr � I --- a��'®rr,®���r � 4 M 4510 r y. f wF � ING PLAN - ENLARGEMENT - WEST PROP. LINE • AMENITY AREA ggwz QN 0 5' 10' 20' PLANTING PLAN - ENLARGEMENT - ROW rl _ / /r 1 - 10 - 0 �1 ■■■■■■� N 0 5' 10' 20' V/ 1"= 10'-0" PLANTING 1 PLAN 1 ENLARGEMENT R CORNER 1 i 1 i 1 NM,0 5' 10' 20 -tud' �ENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave., Suite 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 fax www.studioms.com ,. . LANDSCAPF.ARCHITECTURE SITE PLANNING URBAN DESIGN SUITE 615, 811 FIRST AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 CLIENT/OWNER Henbart PLC EDMONDS WAY & 1 OOTH AVE EDMONDS, STATE DE WASHINGTON REGISTERED LANDSCAPE ARCHITECT THOMAS V RENGSKIF F CERTIFICATE NO, 298 TRA PROJ NUMBER 1616 PROJECT NUMBER 15311 ISSUED FOR: DATE: BUILDING PERMIT 03/14/17 BP CORRECTION #1 07/13/17 APPROVAL BY: DRAWN BY: FJ CHECKED: CONTENTSSHEET PLANTING PLAN - ENLARGEMENT 1"= 10'-0" N 0 5' 10' 20' SHEET NUMBE 32 TREES BOTANICAL NAME EXISTING TREE CONIFERS BOTANICAL NAME CHAMAECYPARIS LAWSONIANA `COLUMNARIS` PILAUS CONTORTA DECIDUOUS TREES BOTANICAL NAME ACER PALMATUM AMELANCHIER ALNIFOLIA FRAXINUS PENNSYLVANICA `PATMORE` FLOWERING TREES BOTANICAL NAME CORNUS KOUSA `AUTUMN ROSE` MAGNOLIA GRANDIFLORA 'LITTLE GEM' MAGNOLIA GRANDIFLORA `MAJESTIC BEAUTY` TM SPECIMAN TREE: MULTI —STEM TRUNK W/MINIMUM 2" CAL STEMS. MINIMUM HEIGHT 15' HT. STREET TREES BOTANICAL NAME STREET TREE T.B.D. SHRUBS BOTANICAL NAME AZALEA X `HINO CRIMSON` O BERBERIS THUNBERGII `CRIMSON PYGMY` O GRNFCTR CHOISYA TERNATA O GRNFCTR EUONYMUS FORTUNE `SUNRISE` O FATSIA JAPONICA `VARIEGATA` HEBE CUPRESSOIDES `BOUGHTON DOME` O GRNFCTR HYDRANGEA QUERCIFOLIA 'AMETHYST' O GRNFCTR LONICERA PILEATA c� CRNFCTR NANDINA DOMESTICA `FIRE POWER` O +0 GRNFCTR RHODODENDRON X 'RAMAPO` O GRNFCTR SARCOCOCCA HOOKERANA HUMILIS O GRNFCTR SPIRAEA BUMALDA `LITTLE PRINCESS` ANNUALS/PERENNIALS BOTANICAL NAME GRNFCTR ACHILLEA MILLEFOLIUM 'SALMON BEAUTY` DICENTRA FORMOSA `KING OF HEARTS` ECHINACEA PURPUREA O ERICA CARNEA GRNFCTR HELLEBORUS X HOSTA FORTUNE `FIRE AND ICE` HOSTA SIEBOLDIANA `ELEGANS` GRNFCTR LAVANDULA ANGUSTIFOLIA SEDUM ACRE `AUTUMN JOY` ill = 20' - 0" COMMON NAME EXISTING TREE TO REMAIN COMMON NAME PORT ORFORD CEDAR SHORE PINE COMMON NAME MULTI —TRUNK JAPANESE MAPLE SERVICEBERRY `PATMORE` ASH COMMON NAME KOUSA DOGWOOD DWARF SOUTHERN MAGNOLIA SOUTHERN MAGNOLIA COMMON NAME STREET TREE COMMON NAME HINO CRIMSON AZALEA CRIMSON PYGMY BARBERRY MEXICAN ORANGE WINTERCREEPER VARIEGATED FATSIA CONT CAL_ SIZE EXISTING CONT CAL_ SIZE B & B 8` HT B & B 8` HT CONT CAL SIZE B & B MULTI —STEM 10'— 12' HT B & B 6` HT B & B 3"CAL 14` —16` CONT CAL SIZE B & B 3"CAL B & B 3"CAL B & B 2"CAL; MULTI —STEM 12-15` H CONT CAL B & B 3"CAL CONT MIN HT/SPREAD 5 GAL 2 CAL 12" 5 CAL 2 GAL 5 CAL mm QTY 9 QTY 15 1 QTY 2 4 4 QTY 9 8 1 toll 7 QTY 41 47 8 13 13 BOUGHTON DOME HEBE 2 GAL 62 AMETHYST OAKLEAF HYDRANGEA 5 GAL 18" HT 18 BOX —LEAF HONEYSUCKLE 2 GAL 15 FIREPOWER NANDINA 5 GAL 62 RAMAPO RHODODENDRON 2 GAL 12" 57 DWARF SWEET BOX 2 GAL 16 LITTLE PRINCESS SPIRAEA 2 GAL 5 COMMON NAME CONT MIN HT/SPREAD O.C. SPCG QTY SALMON BEAUTY YARROW 1 GAL 30 WESTERN BLEEDING HEART 1 GAL 10 PURPLE CONEFLOWER 2 GAL 7 WINTER HEATH 1 GAL 102 HYBRID HELLEBORE 2 GAL 117 HOSTA 1 GAL 11 SIEBOLDIANA ELEGANS HOSTA 1 GAL 13 ENGLISH LAVENDER 2 GAL 5 GOLDMOSS STONECROP 1 GAL 7 GRASSES BOTANICAL NAME COMMON NAME CONT CALAMAGROSTIS ARUNDINACEA ' KARL FOERSTER' FOERSTER`S FEATHER GRASS 5 GAL_ HAKONECHLOA MACRA `AUREOLA' GOLDEN VARIEGATED HAKONECHLOA 2 GAL_ GRNFCTR HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 2 GAL_ U LIRIOPE MUSCARI `BIG BLUE' BIG BLUE LILYTURF 1 GAL NATIVE SHRUBS BOTANICAL NAME COMMON NAME CONT O GRNFCTR CORNUS SERICEA RED TWIG DOGWOOD 5 GAL O GRNFCTR GAULTHERIA SHALLON SALAL 2 GAL O GRNFCTR MAHONIA AQUIFOLIUM OREGON GRAPE 5 GAL �+ GRNFCTR MAHONIA REPENS CREEPING MAHONIA 1 GAL GRNFCTR POLYSTICHUM MUNITUM WESTERN SWORD FERN 2 GAL GRNFCTR RIBES SANGUINEUM RED FLOWERING CURRANT 5 GAL GRNFCTR ROSA RUGOSA `SNOW PAVEMENT' SNOW PAVEMENT ROSE 2 GAL GRNFCTR SYMPHORICARPOS ALBUS `MAGIC BERRY` COMPACT SNOWBERRY 3 GAL r GRNFCTR VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 3 GAL VINE/ESPALIER BOTANICAL NAME COMMON NAME CONT A GRNFCTR AKEBIA QUINATA 'ALBA' FIVE —LEAF AKEBIA 5 GAL GROUND COVERS BOTANICAL NAME COMMON NAME CONT In In EXISTING SHRUBS EXISTING SHRUBS EXISTING PLANT MATERIAL TO REMAIN, PROTECT PLANTS WITHIN THIS AREA INCLUDING TURF GRASS. 01KIM4P■Ei"1r:7�l�i�/:3�7:1:i'/ 4" POT MIN HT SPREAD O.C. SPCG QTY 2 95 49 121 MIN HT/SPREAD O.C. SPCG QTY 60 73 62 110 93 24" 13 12" 5 18" HT 21 18" HT 1 MIN HT/SPREAD O.C. SPCG QTY 7 SPCG AP RT SPACING QTY 0.7IM772011 12" o.c. 533 0 10' 20' 40' sti-AK"A STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave., Suite 200 Seattle, WA USA 92121 206 527 3797 tel 206 587 0528 fax www.studiorns.corn THOMAS RENGSTORF AND ASSOCIATES LANDSCAPE ARCHITECTURE SITE. PLANNING URBAN DESIGN SUITE 615, 811 FIRST AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 CLIENT/OWNER Henbart OOC EDMONDS WAY & 1 OO EDMONDS, STATE DE WASHINGTON REGISTERED LANDSCAPE ARCHITECT THOMAS V RENGSK 2E CERTIFICATE NO, 298 TRA PROJ NUMBER 1616 ISSUED FOR: BUILDING PERMIT APPROVAL BY: DRAWN BY: TITLE STAMP PROJECT NUMBER 15311 FJ DATE: 03/14/17 CHECKED BY: FJ SHEET CONTENTS PLANT SCHEDULE SHEET NUMBER Ll 33 NOTES: 1. TREE PIT SHALL NOT BE LESS THAT (2) TIMES ROOT BALL DIA.. 2. CUT ALL TIES & FOLD BACK BURLAP FROM UPPER 1/3 OF ROOT BALL. 3. WATER DAILY UNTIL ESTABLISHED, FERTILIZE & USE GROWTH HORMONE. 41 WHERE A CONTINUOUS PLANTING STRIP IS ALLOWED, WIDEN TREE PIT TO SIDEWALK. 2"0 x 8' SINGLE POINTED DOUG-FIR STAKE; STAKES TO BE LOCATED OUTSIDE ROOTBALL; DRIVEN AT LEAST 24 INTO SOIL; ARBOR TIE - INSTALLED PER MANUFACTURER RECOMMENDATIONS; LOCATE ABOVE FIRST BRANCH OF TREE 1 SECTION: DECIDUOUS TREE 3/411 = 11-011 o PLANT SO THAT TOP OF ROOTBALL IS 1 " ABOVE FINISHED GRADE o PLACE FERTILIZER PRIOR TO MULCH APPLICATION. FEATHER MULCH TO BASE OF SHRUB. CUT AND REMOVE ALL WRAPPING & BURLAP FROM TOP HALF OF BALL. NV AMENDED TOPSOIL I I I ;�\//,\\/,\\/,\\/,\\/,\\,\ \/\// TRANSITION LAYER SEE CIVIL VARIES, ROOTBALL + 12" 3/411 = 11-011 0 0 0 N EQ. DISTANCE (X) AS SPECIFIED IN THE PLANT TABLE 121 Wax. mw. im lill 3/411 = 11-011 \" T� IE / / PLACE FERTILIZER PRIOR TO C /J/, MULCH APPLICATION, FEATHER EP/ 7 MULCH TO BASE OF SHRUB. IT, / V (1) 2 Y2 DIA RND STAKE, DRIVE (24" MIN) FIRMLY INTO SUBGRADE HOH, //_� Z" PRIOR TO BACKFILLING. SECURE \ JT/IC STAKE TO TREE W/ARBOR TIE. IT f USE A "FIGURE 8" TO MAINTAIN SPACE BETWEEN TREE & STAKE �P \F PLANT SO THAT TOP OF EQ ROOTBALL IS 1 " ABOVE /� FINISHED GRADE ................... MULCH, TYP. '.."�" %/' CUT AND REMOVE CONTAINER I AND/OR BURLAP AND TWINE SOIL - REF SPECS. SCORE ROOTBALL IN AT LEAST -------- TWICE THE WIDTH OF ROOTBA 5 SEPARATE AREAS, INCLUDING X_\ THE BOTTOM. L7 ROTOTILLED SITE SOIL SECTION: MULTI -STEM TREE 3/43/4"-011 2" DEPTH SPECIFIED MULCH; FEATHER TOWARDS TRUNK- NO MULCH SHOULD TOUCH CROWN OF TREE TRUNK PLANTING AREA, TYP 12" MIN DEPTH IMPORTED TOPSOIL; 12" IMPORTED TOPSOIL, COMPACTED (75% MAX) SCARIFY SIDE AND BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION COMPACT SUBGRADE (75% MAX) TRAIN VINES ONTO SCREEN BY INTERWEAVING THE VINES WITH THE MESH, USE POLY TAPE TO SECURE TO MESH, IF NECESSARY. REMOVE STAKE OR ANY TEMPORARY TRELLIS DEVICE. PLANT SO THAT CROWN IS 1" ABOVE FINISHED GRADE. PLACE FERTILIZER PRIOR TO MULCH APPLICATION. FEATHER MULCH TO BASE OF PLANT. NO MULCH SHOULD TOUCH THE BASE OF THE PLANT. MULCH DEPTH 2" REMOVE ENTIRE ROOT WAD FROM CONTAINER. SCARIFY ROOTS ON SIDES AND ON BOTTOM. SOIL, AMENDMENT, AND DEPTHS PER CIVIL DETAIL, THOROUGHLY WATER TO SETTLE. ROTOTILLED SITE SOIL AND TRANSITIONAL LAYER PER CIVIL SECTION: VINE - PLANTING DETAIL 3/411 = 11-011 NOTES: 1. TREE PIT SHALL NOT BE LESS THAT (2) TIMES ROOT BALL DIA.. 2. CUT ALL TIES & FOLD BACK BURLAP FROM UPPER 1/3 OF ROOT BALL. 3. WATER DAILY UNTIL ESTABLISHED, FERTILIZE & USE GROWTH HORMONE. 4. WHERE A CONTINUOUS PLANTING STRIP IS ALLOWED, WIDEN TREE PIT TO SIDEWALK. SECTION: CONIFER TREE 3/411 = 11-011 -FIR -EAST 2" DEPTH SPECIFIED MULCH; FEATHER TOWARDS TRUNK; NO MULCH SHOULD TOUCH CROWN OF TREE TRUNK PLANTING AREA, TYP 12" MIN DEPTH IMPORTED TOPSOIL, FILL TO WITHIN 1 " OF FINISH GRADE 12" IMPORTED TOPSOIL, COMPACTED (75% MAX) SCARIFY SIDE AND BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION COMPACT SUBGRADE (75% MAX) PLANT SO THAT TOP OF ROOTBALL IS I" ABOVE FINISHED GRADE PLACE FERTILIZER PRIOR TO MULCH APPLICATION. FEATHER MULCH TO BASE OF PLANT. NO MULCH SHOULD TOUCH THE BASE OF THE PLANT. MULCH DEPTH PER CIVIL ON GRADE CUT AND REMOVE ENTIRE CONTAINER FROM PLANT. SCARIFY ROOTS IN AT LEAST SIX LOCATIONS ON SIDES AND AT LEAST TWICE ON BOTTOM. WATER AND COMPRESS POCKETS TO ALLOW FOR SETTLING OF BACKFILL. BACKFILL WITH AMENDED SOIL, AND TRANSITIONAL LAYER PER CIVIL ON GRADE SECTION: PEREN/GROUNDCOVER - 1 GAL 3/411 = 11-011 ReAsed 12128110 12, Jr, ureen S EArT LE 7 Factor Score Sheet ow enter sq It Project title,., Westgate Ednwnds of parcel Parcel size (enter this value firs�) 46467 SCORE 0. 10 D d Lan scape Elemen s' Totalf- A g ) Landscaped areas (select one of the followin for each area entersq ft 1 Landscaped areas with a soil depth of less than 24" '794 enter sq ft 2 Landscapedarea swith a soil depth of 24" or greater :309 enter sq ft 3 Bioretention facilities 0 B Plantings (credit for plants in landscaped areas from Section A) entersq,ft 1 Mulch, ground covers, or other plants less than 2' tall at m atu rity 1737 e nter n umb er of p lants 2 Shrubs or perennials 2'+ at maturity - calculated L. 838 J 10056 at 12 sq ft per plant (typically planted no closer than 18" on center) r e nte n urnb or of p lants 3 11 Tree canopy for small trees11 or equivalent 1 76 1200 (canopy sp read 8' to 15') - calculated at 75 sq ft p er tree I enter number of plants 4 Tree canopy for "small/medium trees" or equivalent 9 1350 canopy spread 16' to 20') - calculated at 150 sq ft per tree enter number of plants 5 Tree canopy for Hmedium/large trees 11 or equivalent 1 2 500 (canopy spread of 2 1' to 25') - calculated at.2 sqft per tree enter number of plants 6 Tree canopy for "large trees" or equivalent 2100 (canopy spread of 26to 30') - calculated at 350 sq ft per tree enter inches DBH 7s Tree canopy for preservation of large existing trees 46 9300 Frith trunks 6"+ in diameter - calculated at 20 sq ft per inch diameter C G ree n roofs enter sq ft ver at least 2and less than 4of growth medium 0 " " 0 enter sq ft 2 Over at least 4" of growth medium 0 M enter sq ft D Vegetated walls 160 enter sq ft E Approved water features 0 F Permeable paving enter sq ft 1 Permea11 ble paving over at least 6 and less than 24 of soil or gravel 14320 enter sq ft 2 Permeable paving over at least 24" of soil or gravel 0 IN I enter sq ft G Structural soil systems 0 ,sub -iota! of ft = 46P026 H Bonuses entersq ft 1 Drought -tolerant or native plant species 56 3 entersq IT 2 Landscaped area where at least 50% of annual irrigation needs are met 0 through the use of harvested rainwater entersq ft 3 Landscaping visible to passersby from adjacent 4006 public night of way or public open spaces en'tersq ft Molt 0.2 0.5 0.2 � Mae I ME 0 ,A s i-) d' -MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave., Suite 200 Seattle, WA USA 92121 206 527 3797 tel 206 587 0528 fax www.studiorns.corn &TC6 LANDSCAPE ARCHITECTURE SITE PLANNING URBAN DESIGN SUITE 615, 811 FIRST AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 CLIENT/OWNER Henbaft PLC STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT THOMAS V, RENGSKIFF CERTIFICATE NO, 298 ISSUED FOR: BUILDING PERMIT APPROVAL BY: DRAWN BY: TITLE STAMP PROJECT NUMBER 1531 1 FJ DATE: 03/14/17 CHECKED BY: FJ SHEET CONTENTS INSTALLATION QA Ir"13 I _1 �1111 111` 1 1111JAWAl 11`11, 1`11 1`11 441 NO SCALE SHEET NUMBER L134 StudoMENG STRAZZARA ARCHITECTURE CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 ----- - - — — ---------- - ---- -- — ----- BLDG PERMIT -CORRECTIONS -#lL- 07/14/2017 F.11 v v 601601.110 ZIMMER M-.Aff-� CHECKED BY: CID SHEET CONTENTS A r m —m m MNo m I I SITE PLAN ARCHITECTURE SITE PLAN (DETAILED) 1 " = 2 '-0" M�MZm AS101 6 G70 O2 CAS - f _� CD CE Zlz) 't c '_O :OB� 2 F_ NCH SURFACE PAR WALL LEGEND GENERAL PLAN NOTES: 3HR RATED 1 SLOPE SLAB 2% MIN TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. MOLER 2HR RATED 2. GUARDRAILS TO BE T-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3. 2 HR FIRE RATING TO BE CONTINUOUS E0=00=1 1 HR RATED 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 NON -RATED 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 107.8.1 AND 1007.8.2. 6. = DESIGNATES "TYPE A" UNITS - SEE A150 FOR UNIT PLANS 1 A900p C8 C 1011 0 0 14 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I �— �C� BUILDING LINE ABV. - - -------------------------- ------------------- - - ------------- � - - - I - - - I - - - i - CLJ L- - - - - - - - - - - - - - -- - - - - - studIOMENG STRAZZARA ARCHITECTURE PLANN:NG CQN5ULT NG 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC TITLA Westgate Edmonds 10032 EDMONDS WAY EDMONDS, WA, 98020 an STAMP KEY PLAN PROJECT NUMBER 15311 ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 ----- - - - - ---------- - ---- -- - ----- BLDG PERMIT -CORRECTIONS -#lL- APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS LEVEL P1 BELOW GRADE PARKNG SWEET 1JUVBE1i LEVEL P1 1/811 = 1 1-011 M ci (C4' (C2 �C�) 14'— 11 7/8" WALL LEGEND GENERAL PLAN NOTES: ... ............................. 3HR RATED 1 SLOPE SLAB 2% MIN TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 001DOEMKIER 2HR RATED 2. GUARDRAILS TO BE 3-16" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 1 2 HR FIRE RATING TO BE CONTINUOUS nFrrrrrrrrrrlrm 1 HR RATED 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 NON -RATED 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 107.8.1 AND 1007.82 6. c = DESIGNATES "TYPE A" UNITS - SEE A150 FOR UNIT PLANS Al A204 �00C;0D5 — ---------- Z, , v 1. Ii \ _ <7 9 B3UP J -23 �4j< 1 2 1-26 21 9 <*<� 9�L112A) 9 STAIR �2 LINE OF BUILDING ABOVE b 2Sr /-- > bo cclo) , , -%�101, c- �V -, ---- rLECO1 MELECTRICAL ---- -- 31m70�°° C4� 7I L107 N 61p��21 11 cl S Fm_ 3 - #4 - 01- --RETAtL 26 cl 3 -1 �14� Z� DRIVE AI'SL(' 00 - — - — - — - L 1-121 MAIL 9 [L-71 061 NEW SIT4 WALL PER STRUCT ------------------------------------------------ - ------- ----- ---- ------ - ------ I I U7 I ` I 18'- 8 1/2" 26 hi ci 26'- 3 5/8" C3 A 20% 20% 190 10 1 A2 05 L 'o ... . .......... -------- ------- -- -- - --------------------- - ........ --------------------------- - - - ------ ------------------------- ------- -------- ----------- ----- ------------------- --- — -------------------------- ------ — - ------------------- - ------- ------ --- v_zzA_L_ K ----------- -------- ----- I I---------- sus 8" Conc. tx Shear Wall A400 LINE OF BUILDING ABOVE _j Ln uj SURFACE PARKING ON GRADE > r ,/ I I I I I o 0 f 7 10" Conc. OVERHEAD GARAGE DOOR I C4 Shear Wall � � (i- GAS METERS & Ret. Wall 11'- 6 1/4 .. ............ 4'_4 7/8" 5' - 3 3/4" 2'- 2' 2 0 519" - -- - -------------- ---------------------------- --- ---- -- ---------- - --------------- ------- zi� m . ....... 7 CL 0'_ 6" 2 c c C c c J7) ------- - ------ -- A204 10" Conc. Shear Wall I Shear Wall ......... --- — — — — — — — — — — -- — — — — — — — W AM, AMIL.LMEE3A.�1A AALEM-LUM-1-1. 11 JAMMIJUMMLIARM. L 22'- 0" IT - 6 1/4" T_ 11/2" 10' 7/8" 2�) EXISTING SITE WALL TO REMAIN A203 2 1/8" 12'- 11 1/4" 46'- 10 1/2" 16'- 10 5/8" 26- 10 7/8" 5 1/2" 21'- 2" 23'_ 1" oe- -------------- R m 2 5) 2 C6 7) C8 C9 (cl G C1 T A A201 206 studoMENG STRAZZARA ARCHITECTURE PLANNING CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC TITLE 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP -- 6181 REGISTERED � KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT CORRECTIONS #1_ 1 07/14/2017 APPROVAL BY: CHEGD BY: JGQ SHEET CONTENTI PLAN LEVEL 1 - PARKING + RETAIL \'J 1/811 = 1'-0" f 0 SHEET NUMBE1 Al 0 111, studoMENG STRAZZARA ARCHITECTURE CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC TITLE 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP 6181 �--REG—jS-TER E—D] KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 — - — ---------- - ------ — ----- BLDG PERMIT -CORRECTIONS -#lL- 07/14/2017 :'PROVAL BY: DRAWN BY: AB / KK CHECKED BY: CID SHEET CONTENTS RESIDENTIAL 1 PLAN SHEET NUMBER fly C1 C41 1 2'�) 4 C'S 6 205 ------ - \Gl----- G002_ I 5 C2 \ - \ 4'- 6 3/4" 2'- 4 1/4" 01 3 3/4" —51 11 3/4" 1 1 L; 8'- 7 7/8" T- 2 1116" 8'- 0 7/16" 00 5' 4" !]0 W Lo up cl, ----------- ------ CA 5 TYP. P. 5 5 UNIT Al UNIT Al CE FVD81 < � \ 5 --- 5 f 7- o a El c, ----- ---------- —4— 1 0 ---------------- 3 UNIT C4 A,2 4 L ------ --- <5 — — ----- - ---- ---- ---- -------------------- �\ - -------- A ----------- A205 6 Eo 5 F5 FED 4 > B < 4 3 1)4 4>13 \ 4— 4 F iV 1 �\ II - --- STAIR #1T 00 UNIT C2 =D1 F3_2 57 60 Zrj 3 FEII PF A301 CE - ----------- ----- <3 > D- ----- -------- -------- - - ------------------------------ -------- ---------- - - ------ ------ ------- ----- ------- -------- - -------- 1. 7/8"- cli A402 4> Lo 3 Eo oc 6 UNIT A2 6 TRASH RECYCLE m 35 OT 1 0 RAT L) T FL OM Lo _j HA 4 Ly - ------------ r. / 1 4 3 UNIT A3 5 :A :90:0 B2 4 > 41 7 1 / \7/ TYP. UNIT B1 O HF3221 77 5 UNIT 131 00 Lo / ' ,7, c� 70 7_ 5 A .,�� / I NIT Al I ` _ 0 0 B NIT Al 70, / 319 \ _7 \< Lo 206 4 0 27B �S N I I I / � � H *5 7 01 Lr) E 17� ; / 204 00 I? F1 (y) I? 2 A204 G1 �K - -- - - -- --------------------- ---------- - - - ------------------------- -----�H, - (A20)1 6 7/8" - - - - --- --------------- ------ WALL LEGEND GENERAL PLAN NOTES: 7771 3HR RATED 1. SLOPE SLAB 2% MIN TYP. TO DRAIN. CONTRACTOR TO COORD. FLOOR PENETRATIONS AS NEEDED. SEE PLUMBING DWGS FOR DRAINAGE LAYOUTS AND DETAILS. 2HR RATED 2. GUARDRAILS TO BE T-6" HIGH, TYP. CONTRACTOR TO COORD. STRUCTURAL ATTACHMENTS FOR NECESSARY GUARDRAILS 3. 2 HR FIRE RATING TO BE CONTINUOUS F07TnTT= 1 HR RATED 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 NON -RATED 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 107.8.1 AND 1007.8.2. 6. = DESIGNATES "TYPE A" UNITS - SEE A150 FOR UNIT PLANS 4 � . 1-1 'c"00 G H studoMENG STRAZZARA ARCHITECTURE PLANNING CQN5ULT NC 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE STAMP KEY PLAN PROJECT NUMBER 15311 ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 — ---------- - ------ - ----- BLDG PERMIT CORRECTIONS _#1L_ _07/14/2017 ----------------------- — ---------------- ------ ------- ---------------- K � - ----------------- APPROVAL BY: - - - - - - DRAWN BY: AB / KK CHECKED BY: CID SHEET CONTENTS RESIDENTIAL 2 C41) PLAN LEVEL 3 - RESIDENTIAL 1/8" = V-0" SHEET NUMBER Al 03 studoMENG STRAZZARA ARCHITECTURE CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC TITLE 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP 6181 �--REG—jS-TER E—D] KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 — ---------- - ------ — ----- BLDG PERMIT -CORRECTIONS -#lL- 07/14/2017 ,PPROVAL BY: DRAWN BY: AB / KK CHECKED BY: CID SHEET CONTENTS RESIDENTIAL 3 PLAN SHEET NUMBER Al 0 CGO02B 3 6 A205 0002 I �- C 1 5 C3 I I 15'-73/4" 26'-3" ------------------------------------------------------------------------------------ I r 00 Uj 3 O ---------- ------ A204 _ H M L.L r.. L? r �n N I CA205 6 m .o LO r r CE A4 C1 co \ a7 co N I CD d' A900B 2 s W o I ------------------------------------ U) LL r i RD All- 1 n F/A" cg� 2R' _ 1 1/A" A201 1 CA (C11i I 9' - 10 3/4" (C11 K studO MENG ARCHITECTURE it#."NC CON5ULTiNC 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC TITLE 10032 EDMONDS WAY EDMONDS, WA, 98020 ` STAMP 6181 REGISTERED I KEY PLAN PROJECT NUMBER 15311 ISSUED DATE: \F \OR: /_ 1 I nn'rz 1 BUILDING PERMIT SET 03/17/2017 BLDG PERMIT CORRECTIONS #1 1 07/14/2017 APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS IZiZ�7�7A��1 n ROOF Level U 1 /8" = 1'-0" SHEET NUMBER III kiIIAyW.11kiIki15011 1 1. 2. 3. 4. 5. 6. 7. 8. 9. 10 11 ALL DWELLING UNITS ARE'TYPE B' U.N.O. PROVIDE REINFORCEMENT IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS AT WATER CLOSETS AND BATHTUBS IN ALL RESIDENTIAL UNITS. DWELLING UNITS SHOWN REFLECT LEVELS 1-3 SEE MECH. FOR FAN CFM RATINGS. SOFFIT SHOWN HATCHED ON RCP, T-6" AFF, U.N.O. TYP. ALL UNITS SHALL USE FRONT -LOADING WASHERS AND DRYERS, U.N.O. ALL WINDOW AND DOOR TYPES ARE SHOWN ON ELEVATION SHEETS A210-A212. ALL INTERIOR DOORS ARE OFFSET FROM ADJACENT WALL 4" U.N.O. ALL EXTERIOR WALLS ARE WALL TYPE 15 U.N.O. SEE G004 FOR WALL TYPE ASSEMBLIES. ALL INTERIOR WALLS ARE WALL TYPE 18 U.N.O. SEE G004 FOR WALL TYPE ASSEMBLIES. AC PORTS TO BE LOCATED IN SOUTH AND WEST UNITS ONLY, OWNER TO VERIFY AREAS. (1) CO2 DETECTOR PER UNITAS REQUIRED. 2 " I �T Al -STUDIO 14' = 1'-0" UNIT Al - STUDIO RCP 1 /4" = 1'-0" T T UNIT A2 - STUDIO 1 /4" = 1'-0" UNIT A2 - STUDIO RCP 1 /4" = 1'-0" 3 UNIT A3_ STUDIO 1/4 = 1 0, UNIT A3 - STUDIO RCP 1 /4" = 1'-0" T Sim UNIT A4 - STUDIO 1 /4" = 1'-0" UNIT A4 - STUDIO RCP 1 /4" = 1'-0" IC2', StUC:I IC`MENG ARCHITECTURE 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE KEY PLAN PROJECT NUMBER 1531 1 ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT CORRECTIONS #1 1 07/14/2017 let»601601,110c�'� DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS PLANS ■ ► A M wl� (g` (1-0) j)_UNIT A5- STUDIO 1/411 = 1 1-011 WFM�E 10� UNIT 131 - URBAN 1/411 = 1 I-OVI ITT 11 C. Ij Su CIS _7 0 1 W11 V 0.1-110 1 as] F ) ( Ff L11 III I I a Zymp] V 0-y-11 011 w fff.,� MMM D L11 0111 a *w1j V 0-T-A 0 1 I V O.Y.11 0 1 as] FrA StudOMENG STRAZZARA ARCHITECTURE CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT -CORRECTIONS _#lA07/14/2017 APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS ENLARGED UNIT PLANS SWEET 1JUVBE1i A121 studOMENG STRAZZARA ARCHITECTURE CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 ----- - - — — ---------- - ---- -- — ----- BLDG PERMIT -CORRECTIONS -#lL- 07/14/2017 APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS ENLARGED UNIT PLANS SWEET 1JUVBE1i A122 StudOMENG STRAZZARA ARCHITECTURE CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 ----- - - — — ---------- - ---- -- — ----- BLDG PERMIT -CORRECTIONS -#lL- 07/14/2017 F.11 v v 601601.110 DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS PLANS M�MZm o. 0 A123 StudOMENG STRAZZARA G UNIT -D-1--TWO -BED - 1/411 = 11-011 Sim ri 0 � Sim ------ ---------- A902 - 'A 01 7 UNIT -D2--,----TWO -BED , 1/411 = 1 1-011 CA) ARCHITECTURE CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 ----- - - — — ---------- - ---- -- — ----- BLDG PERMIT -CORRECTIONS -#lL- 07/14/2017 F.11 v v 601601.110 DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS PLANS UNIT D1 - TWO BED RCP 1/411 = 1 1-011 UNIT D2 - TWO BED RCP 1/4'f = 1 I -Off M�MZA 9 10 Sim UNIT A5 - STUDIO ADA 1/411 = 11-011 UNIT A5 - STUDIO ADA RCP 1/411 = 11-011 UNIT B2 - URBAN ADA 1/411 = 1 1-091 v 1j1v CB� 4'- 5 9/1 "r 1/411 = 1 1-091 11C BEDROOM 3'- 2" 1'- 117/8" 4'- 115/16" 3'- 117/8" a f -] BATH F LIVING Sim C5 EGRESS studioMENG STRAZZARA ARCHITECTURE CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC TITLA Westgate Edmonds 10032 EDMONDS WAY EDMONDS, WA, 98020 an STAMP KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 ----- - - — — ---------- - ---- -- BLDG PERMIT -CORRECTIONS -#lL- — ----- 07/14/2017 APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS .NLARGED ADA UNIT PLANS SWEET 1JUVBE1i A125 F r 31011 W&ROJ 91:4 MARJO UNIT D1 ADA 1/4" = 1 1-011 Sim StudOMENG STRAZZARA ARCHITECTURE CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 an ISSUED FOR: TITLE KEY PLAN PROJECT NUMBER 15311 FIT-1W BUILDING PERMIT SET 03/17/2017 ----- - - — — ---------- - ---- -- — ----- BLDG PERMIT -CORRECTIONS -#lL- 07/14/2017 F.11 v v 601601.110 DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS UNIT PLANS UNIT D1 ADA RCP 1/4" = 1 V-011 M W% J] CEMENTITIOUS PANEL - COLOR #1 [2] CEMENTITIOUS PANEL - COLOR #2 131 CEMENTITIOUS PANEL - COLOR #3 141 CEMENTITIOUS PANEL - COLOR #4 [55] CEMENTITIOUS PANEL - COLOR #5 [66] LONGBOARD & SOFFIT CLADDING E7 METAL COPING & FLASHING (DK BRONZE) 181 ACCENT METAL DK BRONZE 191 EXPOSED CONCRETE NATURAL FINISH 1* ALUMINUM STOREFRONT (DK BRONZE) HENTRY - ACCENT METAL 12 GLASS 113 Cmu �� �A C5 C3 ci (c PL T I C1 T I I ....... I:Cf, OF 0" LEVEL, 349' -- Oil LEVEL: 339'- Oil LEVEL -- OilEVEL: 329' /-k LEVEL W-) 316'- 0" LEVEL I NORTH ELEVATION 1/8" = 1 I -Off MAX HEIGHT 36 1' - T ROOF 359'- 0" -LEVEL4 3491 - 0-11 LEVEL 3 339'- 0" � LEVEL �-__ _ 3291 - off F---NEW—RE—TA1—NING—WA—LL LEVEL 316'- off LEVEL P1 308'- off SOUTH ELEVATION 1/8" = 1 1-011 F1 C5 ,r �5 5 5 13 Lj L��o E--1 - - - - - - - ---------------- ------- --------------------- ---- ------- � SHEAR WALL 13� L 4 ��-,7)0 MAX HEIGHT _ROOF. - Of� C) CD a LEVEL 4 349'- 0" 0 LEVEL -3- 339'- 0" LEVEL 2-/� 329'- 0" LEVEL 1 - - 1 316 0" LEVEL P1 308'- 0" studOMENG STRAZZARA ARCHITECTURE PLANNING CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 0 a Am •lie 1 0 10032 EDMONDS WAY EDMONDS, WA, 98020 6181 TITLE STAMP KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 - - — ---------- - ------ - ----- ---- BLDG PERMIT -CORRECTIONS -#lL- 07/14/2017 APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS LL 1 01:1 n Iffillm SHEET NUMBER A201 EAST ELEVATION 1/8" = 1 1-011 CA) CD CE 13 mil WEST ELEVATION 1/8" = 1 I -Off rFill r[010 IF MIIIF�F7MI111111, CH (:CA) I MAX HEIGHT 36 1 1 - off ROOF 359'- 0" —LEVEL 4 349'- 0" ---------- ----------- NEW RETAINING------------ WALL! ------------ ------------ ---------- -- ------------ HEIGHT tI H 361 MAX�-0111 ROOF 359'- 0" LEVEL 4 349'- 0" LEVEL-3 339'- 0" CD Uj CD —LEVEL 1 ­77-316- 0"1--`-F [13 13 7 --LEVEL P1 ------ 081 0 LEVEL LEVEL 1 3 160 'v _ _" LEVEL P1 308 - 0" FllCEMENTITIOUS PANEL - COLOR #1 [2] CEMENTITIOUS PANEL - COLOR #2 F310EMENTITIOUS PANEL - COLOR #3 L4 ] CEMENTITIOUS PANEL - COLOR #4 5I CEMENTITIOUS PANEL - COLOR #5 [6] LONGBOARD & SOFFIT CLADDING J] METAL COPING & FLASHING (DK BRONZE) r8lACCENT METAL DK BRONZE 191 EXPOSED CONCRETE NATURAL FINISH 10 ALUMINUM STOREFRONT (DK BRONZE) 11 ENTRY - ACCENT METAL 12 GLASS [1:3] Cmu studOMENG STRAZZARA ARCHITECTURE PLANN:NG CQN5ULT NG 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT -CORRECTIONS -#lL_ 07/14/2017 APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS OVERALL EXTERIOR ELEVATIONS SHEET NUMBER A202 StudOMENG STRAZZARA 00 \7-�) t r---------------- --------- BUILDING SECTION 1 1/8" = 11-011 4 A301 MAIL STA'I'R #2 a Lim FAC BUILDINGSECTION 1/8" = 1 1-011 MAX HEIGHT 'Ir l _ n ROOF 1591 � - off -w =-VEL._3_4L 11391 - 011 099-j" MAX HEIGHT_&--� 361'- 0" ROOF 359'- 0" LEVEL 4 349'- 0" LEVEL 3 339'- 0" LEVEL 2 329'- 0" LEVEL 1 316'- 0" ARCHITECTURE 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT -CORRECTIONS --#l---,&- 07/14/2017 F.11 v v 601601.110 DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS 9110 M�MZm BUILDING SECTION 4 1/8" = 1 I-OVI MAX HEIGHT 3V- ROOF 3 yt_5� 59' -0 EVEL 4 3 49' -0 EVEL 3 L� 3 39' -0 EVEL 2 3 L� 29' -0 EVE LL 11 3161-01, MAX HEIGHT 361'- 0" -ROOF 359'- 0" -EVEL 4 349'- 0" _EVEL_3 339'- 0" _EVEL_2__ 329'- 0" MAX HEIGHT 361'- 0" ROOF 359'- 0" LEVEL 4 349'- 0" LEVEL 3 339'- 0" '--W LEVEL 2 329'- 0" studOMENG STRAZZARA ARCHITECTURE PLANNING CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC TITLE 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP REGISTERED -- 6181 � ISTR7ED KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT -CORRECTIONS #l&_ _07/14/2017 APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS BUILDING SECTIONS SHEET NUMBER A20 LEVEL 3491 - 0" LEVEL3 3- - 4� 3 9' - 6 LEVEL 2 3291 - 0" LEVEL 1 316'- 0" EASTELEVATION 1/8" = 1'-0" NORTH ELEVATION 1 1/8" = 1'-0" NORTH rl ELEVATION IUIN 0 1/8" = 1'-0" CE CD EAST ELEVATION-2. 1/8" = 11-011 MAX HEIGHT 361'- off 359'- 0" LEVEL 4 349'- 0" LEVEL 3 3391 - Off \\-W LEVEL_2 329'- 0" LEVEL 1 316'- 0" CA RAAY WP1r_WT 361'- 0" 359'- 0" LEVEL 4 349'- 0" LEVEL 3 339'- 0" JEVEL_2_�� 329'- 0" LEVEL 1 L7316'-02 ACC' CB' I I NTRY ELEVATION 1/8" = 1'-0" CA CD CE -- - ------------------ - -- - --------------- -- - ------------------ F�l 1E Ell Lj I WEST ELEVATION 1 1/8" = 19-011 - - - ----------- - w, i MAX HEIGHT —3-1 - 0 ROOF 359'- 0" -LEVEL 4 349'- 0" LEVEL 3 3_v�9_� 0� - _LEVEL_ LEVEL2 3� 0� LEVEL 1 316'- 0" studOMENG STRAZZARA ARCHITECTURE PLANN:NG CQN5ULT NG 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC TITLE T T Ift Ift so Is 0 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP -- 6181 REGISTERED � KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT CORRECTIONS _#1A�_ 07/14/2017 APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker omeft% 0.992%% "Y'SHEEY'CONTE EXTERIOR I ELEVATIONS SHEET NUMBE1 ; A0 5 1,, CBS /CC') MAX HEIGHT 361'-0" _ ROOF__ 359' - 0" I W1 W5 > W4 W4-------- � _ 0 LEVEL 4_ LEVEL 3 u 339' - 0" L/ I W5 > W4 4 <--------- 0 � LEVELT 320„ o€ t F fi a i }f t r LEVEL 1 316'-0" r I I SOUTH WEST ANGLED ELEVATION 1 /8" = 1'-0" C5 ' SOUTH ELEVATION 1 1 /8" = 1'-0" (c l T MAX HEIGHT /361' - 0" ROOF /1 359' - 0" LEVEL 4 /-� 349' - 0" V LEVEL 3 339' - 0" LEVEL 2 329' - 0" V LEVEL1� 316'-0" v suO MENG TrR ARCHITECTURE PLANN NG i CQN5ULTNG 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC TITLA Westgate Edmonds 10032 EDMONDS WAY EDMONDS, WA, 98020 an STAMP KEY PLAN PROJECT NUMBER 1531 1 ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT CORRECTIONS #1 1 07/14/2017 APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS EXTERIOR ELEVATIONS SWEET1JU1iBE1i iv W�•• ISM 0 0 EN' LOI C Of n ENLARGED ELEVATOR CAB 1 SECTION U 1 /4" = 1'-0" CT �C2 -�— - - — - — - — - — - — - ' Sim 14 CAB 1 a3oo 2 A300 *-4- (zo NO ------------------4_�gL1�� i4 .�-------------ENLARGED ELEVATOR CAB 1 - L1-L4 (_�)PLAN 1/4 1 �1 _ 1-0 Ii — ELEVATOR DOOR SILL T.O. CONCRETE 4"X4"X3/8" SILL ANGLE - FULL WIDTH OF SHAFT --------------- ---- (NOT BY ELEV. MFR.) a TOE GUARD AT LOWEST LANDING CONC. PER STRUCTURAL A ELEVATOR SILL AT CONCRETE 3" = 1'-0" LEVEL 4 349' - 0" V LEVEL 3 / 339' - 0" V LEVEL 2 / 329' - 0" V LEVEL 1 316-0" V P 1 308 308' - 0" V CORRIDOR _401 CORRIDOR 301 CORRIDOR 201 1 /4" = 1'-0" ENLARGED ELEVATOR CAB 2 - P1-1_4 PLAN 1 /4" - 1'-0" CT 19 a UNIT E1 428 15 0 UNIT E1 334 15 0 UNIT E1 234 17> Sim 14 A300 LEVEL 4 349' - 0" V LEVEL 3 � 339' - 0" V LEVEL 2 � 329' - 0" V LEVEL 1 316'-Off V SECTION TRASH CHUTE 1 /4" = 1'-0" 0 0 0 0 e w a �00 LEVEL 3 <\ 339' - 0" V LEVEL 2 329' - 0" V LEVEL 1 316'-0" EVEL P1 '308'-0" --- --- ENLARGED TRASH ROOM PLAN --------------------------------------------- ------------------------------------------- 1 /4" = 1'-0" 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 1'-4" 0' STAIR & ELEVATOR NOTES 1. STAIRWAY SIGNAGE IS REQUIRED AT EACH STAIR PER IBC 1022.8 & 1022.9. SIGNS MUST INCLUDE STAIR IDENTIFICATION NUMBER, FLOOR NUMBER, TERMINATION OF THE TOP AND BOTTOM OF THE STAIR, THE STORY, WHETHER THERE IS ROOF ACCESS AND DIRECTION OF EXIT DISCHARGE TO THE SIGN. SIGNS SHOULD BE LOCATED IN THE EXIT ENCLOSURE AT EACH FLOOR. 2. IBC 1007 ACCESSIBLE MEANS OF EGRESS 1007.2.1 ELEVATORS REQUIRED. IN BUILDINGS WHERE A REQUIRED ACCESSIBLE FLOOR IS FOUR OR MORE STORIES ABOVE OR BELOW A LEVEL OF EXIT DISCHARGE, AT LEAST ONE REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE AN ELEVATOR COMPLYING WITH SECTION 1007.4. Exceptions: 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 elevator shall not be required on floors provided with a horizontal exit and located at or above the levels of exit discharge. 3. STANDPIPES REQUIRED PER IBC 905.3. SEE ENLARGED PLANS, THIS SHEET FOR STANDPIPE LOCATIONS 4. IBC 3002.4, AT LEAST (1) ELEVATOR CAR SHALL ACCOMMODATE A 24"x84" STRETCHER. 5. STAIR PRESSURIZATION PER PER IBC 504.3, 909.20.1, 909.20.6.2, AND 403.4.8. PER SEPERATE PERMIT 6. SMOKE CONTROL SYSTEM PER IBC 909.20. - SEE MECHANICAL DRAWINGS. - PER SEPERATE PERMIT 7. SECONDARY POWER SOURCE REQUIREMENTS PER MECHANICAL & ELECTRICAL DRAWINGS.- PER SEPERATE PERMIT 8. HANDRAIL ENDS RETURN TO WALL, GUARD, OR WALKING SURFACE - PER IBC 1003.3 EL ON 10 G AD ON- ST AT T01��IBC 10. T 0-WAY C MMUNIC TION SYS EM SHALL COMPLY IT009.8.1 AND 2015 IBC 1009.8.2 AND I �Al .1 0 ELEVATOR CAR TO ACCOMMODATE AMBULANCE STRETCHER PER IBC 3002.4 ENLARGED TRASH CHUTE L271_4 PLAN 1 /4" = 1'-0" 8'-8" HOISTWAY WIDTH 6'-8" i TRASH CHUTE DOOR NOTE: STANDARD HAND OPERATED TYPE INTAKE, NOISELESS, SELF -CLOSING BOTTOM HINGED, 1-1/2 HOUR, 250° F. ENTIRE DOOR (FRONT, BACK, PANELS AND SKIRT) IN STAINLESS STEEL FINISH WITH ADA COMPLIANT LEVER HANDLE WITH LOCK AND TWO KEYS. O N ~ rMl Fm� — RAISED LETTERS q POSITION AND DIRECTION INDICATORS ° ° ° ° ©© &BRAILLE 0 \ Z Q CANCEL BUTTON & FLOOR BUTTON DETAIL N 3/8" X 2" STL. SWITCH GEN. INFO & FIRE SERVICE SIGNAGE El DO RS ILLUMINATED FLOOR BUTTONS W/ STAINLESS o o HANDRAIL STEEL PLAQUES INSET FLUSH TO STAINLESS STEEL PANEL -cam co TEL CAB W/ FLUSH N DOOR & PULL SERVICE CABINET W/ FLUSH DOOR & LOCK ELEVATOR INTERIOR 11 (0 ------ -- — _ _ RESIDENTIAL BAR SIDE RAILS 0\ \�\ Cn 1/2" DIA. \ \ \ Q Z - EXPANSION BOLTS AT - o A� \& ,� a EACH BRACKET IN CONC. N7 \ \ ♦ o No T.O. SLAB �\V \� 0 �------- - - o � ALIJ p 3/4" DIA. N STL. RUNGS CD y.l M 5"X2"X3/ " - -- - - `� Q (D BENT STL - BRACKETS - Uj WELD TO \� CL `' SIDE RAILS 1� 4'- 6 5/8" � -1,R IW DT11 I HOISTWAY PLAN VIEW ELEVATOR CAR TO ACCOMMODATE ELEVATION SECTION AMBULANCE STRETCHER 3500 # PASSENGER (KONE ECOSPACE 3500)_ I 42" SINGLE SLIDE DOOR PER IBC 3002.4, STAR OF LIFE SYMBOL w/3/4" HANG ON PANELS (MIN. 3" HIGH) TO BE PROVIDED INSIDE 5" RADIUS ON STRETCHER BOTH SIDES OF HOISTWAY DOOR FRAME ELEVATOR PIT LADDER DETAIL ELEVATOR STRETCHER PLAN DETAIL LL ;SIDE TRASH CHUTE WALL SECTION DETAILS 2'-2 7/8" N \ INSECT SCREEN Z co VENT a w ---VENT 0 CLIP ry w a. w CL --- -CONTINUOUS SEALANT AT JOINT LL 0 ------ CONTINUOUS GALV. METAL COLLAR, PAINTED SLOPE TO DRAIN 2%MIN. -_ 22 9a GALV. SOLDERED CAP -_ - FLASHING, PAINTED. SLOPE TO i DRAIN --------ROOFING MEMBRANE PER B.E. DWGS CANT BUILT-UP ROOF CURB MINERAL WOOL INSULATION VAPOR BARRIER AND i FLASHING PER B.E. DWGS 24"TRASH CHUTE '. 2 HOUR TRASH CHUTE WALL, Al 7 CONTINUED FROM BELOW, WALL TYPE PER PLANS TR_ ASH CHUTE ROOF SECTION DETAILS 1 1 /2" = 1'-0" stud MEND T A ZARA ARCHITECTURE PLANNING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE STAMP KEY PLAN PROJECT NUMBER 15311 ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT CORRECTIONS #1 1 07/14/2017 APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS VERTICAL III i I 'IMP ENLARGED STAIR #1 - L2 - L3 PLAN —_ ----- - --- --- -- — -- 1 /4" = 1'-0" ENLARGED STAIR #1 - L1 PLAN 1/4 = 1'-0" ENLARGED STAIR #1 - P1 PLAN 1/4 = 1'-0" n 1�ENLARGED STAIR #1 - L4 PLAN 1 /4" = 1'-0" LEVEL 4 349' - 0" V LEVEL 3 339' - 0" V LEVEL 2 329' - 0" V LEVEL 1 316-0" V LEVEL P1 308' - 0" V SMOOTH BEND INSIDE RADIUS TO BE PIPE O.D. CENTER WALL HANDRAIL ELEVATION AT SWITCHBACK 11/2" MIN. 1IDDLE WALL READ BELOW MOOTH BEND INSIDE RADIUS TO BE PIPE O.D. HANDRAIL PLAN AT SWITCHBACK 7 A301 7 A301 ENLARGED STAIR #2 - P1 PLAN 1 /4" = 1'-0" 0 M 3EVEL_2 / 329' - 0"� � _ LEVEL 1 316'-0" LEVEL P1 /� 308' - 0 Barrier Gate 1 " = 1'-0" I:G10117 7_1IWON a10[.y17• i 1" x 1/4" STAIR 1 ROOF ACCESS 5 x1 1" x 1/4" P1 THRU ROOF STAIR 2 NO ROOF ACCESS Ll P1 THRU LEVEL 4 STAIR 3 NO ROOF ACCESS L 2 P1 THRU LEVEL 4 STAIR SIGNAGE DETAIL 1" = 1'-0" lilt EXTENSION 0 CN 'lIA STL. TUBE IAMB - SECURE TO )R LANDING DRILL kP FOR HINGE JS DUTY SPRING 3, SELF CLOSING N EXIT' SIGN PER JURISDICTION ARDS 7L. TUBE GATE )LE WALL, ALL STAIR LS ARE FULL HEIGHT ;TANDARD T PIPE ;AIL THE SIGN SHALL BE A MIN. 18" x 12" THE STAIRWAY LOCATION SHALL BE PLACED AT THE TOP OF THE SIGN IN 1" HIGH BLOCK LETTERING WITH 1/4" STROKE. THE STAIRWAY'S UPPER TERMINUS SHALL BE PLACED UNDER THE STAIR I.D. WITH 1" x 1/4" LETTTERING. THE FLOOR LEVEL NUMBER SHALL BE PLACED IN THE MIDDLE OF THE SIGN IN 5" x 1" LETTERING. PARKING LEVELS SHALL HAVE A 'P' PRECEDING THE FLOOR #. THE LOWER AND UPPER TERMINUS OF THE STAIRWAY SHALL BE PLACED AT THE BOTTOM OF THE SIGN IN 1" x 1/4" BLOCK LETTERING. THESE SIGNS SHALL BE LOCATED 5-0" ABOVE FLOOR LEVEL AT EACH FLOOR LEVEL LANDING. SEE 13/A900 FOR ADDITIONAL INFORMATION NOTE: EXAMPLE SIGNAGE IS DIAGRAMMATIC AND FOR DESIGN INTENT ONLY TYP. TREAD WIDTH. RISER HEIGHT PER SECTION. MAY NOT VARY MORE THAN 1/8" FM ENTIRF FLIGHT im 2X TREATED WOOD STOP BLOCK, SET STAIR SECTION DETAIL @ TYPE VA ENLARGED STAIR 2 SECTION CONSTRUCTION 1 /4" = 1'-0" 1 11 = 1'-0" 1 1/2" O.D. WOOD HANDRAIL W/ STEEL SUPPORT BRACKETS. PROVIDE SOLID BLOCKING AT MOUNTING LOCATIONS. MIN. TWO SUPPORTS PER RUN, OR MAX. SPACING 4'-0" NOTE:STAIR FINISH PER SCHEDULE NOTE: NAIL AND GLUE ALL STAIR COMPONENTS NOTE:STAIR TO BE NC COMBUSTIBLE METAL CONSTRUCTION AT TYPE IA (P1, LEVEL 1) LANDING CONSTRUCTION: 3/4" SUBFLOOR W/ 3/4" UNDERLAYMENT W/ PRE -FORMED NOSING BOARD, JOISTS PER STRUCTURAL. 4X12 SUPPORT BM. MIN. STRINGER PER STRUCT.DRWGS, 3/4" PLYWOOD TREAD AND 3/4" PRE -FORMED NOSING BOARD. 1/2" PLYWOOD RISER 0 StUC:I IC`MENG STRAZZARA ARCHITECTURE CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER • •VITA I• 10032 EDMONDS WAY EDMONDS, WA, 98020 TITLE KEY PLAN PROJECT NUMBER 15311 ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT CORRECTIONS #1 1 07/14/2017 let»Z•1�%��c�'� DRAWN BY: Author SHEET CONTE VERTICAL MmZ it ENLARGED STAIR #1 - SECTION 1/4" = 1'-0" 4 A302 C 9 ENLARGED STAIR #3 - L.3-1-4 PLAN 1/411 = 1 I-OVI ENLARGED STAIR #3 - L2 PLAN 1/4v' = 1 I-OVI CORI F4- CORI E3 CORI E2 C1 C H�Y MAX HEIGHT 361'- )" '-V ROOF4L 359'- 0" '--W MMEW11j" LEVEL 3 -33TO� LEVEL 2 3 2V9 � -L 0� LEVEL 316'- 0" StudOMENG STRAZZARA ARCHITECTURE CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 m TITLE KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT -CORRECTIONS -#lL- 07/14/2017 F.11 v v 601601.110 DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS VERTICAL CIRCULATION & M�MZ�m 0. 00 ENLARGED STAIR #3 - L.1 PLAN 1/411 = 1 I-OVI ENLARGED STAIR #3 SECTION 1/41' = 1 V-011 E I mil 110 C1 T EXI I WALL SECTION THROUGH EAST FACADE AND TERRACE 1/411 = 1'-0" _NMAXHEIGHT . ...... 111v 361'- 0" ROOF 359'- 0 M W 0- LEVEL 4 349'- 0" LEVEL3 339 LEVEL - 2 329, - 01' (CH HEIGHT 3611 - Owl ---ROOF ---- 359'- Off LEVEL 4 349'- 0" LEVEL_3 339'- 0" LEVEL_2_&-� 329'- 0" 'AF LEVEL 1 316'- Off W 2 07 W MAX HEIGHT 3611 - Owl ROOF 359'- off LEVEL_4_&-� 3491 -off LEVEL 3 339'- 0" LEVEL_2 . .... 3291 -off LEVEL 1 316'- Owl studOMENG STRAZZARA ARCHITECTURE PLANNING CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC Aft 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE STAMP KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 ----- - - — — ---------- - ---- -- — ----- BLDG PERMIT -CORRECTIONS -#lL- APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS WALL SECTIONS SWEET 1JUliBEli MIA a LEVEL 308'- 0" WALL SECTION THROUGH LOBBY 1/411 = 1 '-0v' I I I HEK 361' =am M BMW 11HUT LEVEE LEVEL 1 LtMV191311 UNIT B F2-2-1 I UNIT 131 [4 12 1 UNIT 131 F3-2 1- 1 Pi PARKIN( P 10 LEVEL P1 308'- 0" WALL SECTION THROUGH MAIL AND LEASING -------------- 1/411 = 11-011 -IEIGHT 361'- 0" � � 3 5 9?-- O ,EVEL 4 349'- 0" ,EVEL 3 339'- 0" ,EVEL 2 329'- 0" ,EVEL 1 31T —0"-5� StudOMENG STRAZZARA ARCHITECTURE CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC Aft 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 ----- - - - - ---------- - ---- -- - ----- BLDG PERMIT -CORRECTIONS -#lL- 07/14/2017 F.11 v v 601601.110 DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS AIM09 M�MZA o. 0 0"I EO WALL SECTION THORUGH EAST FACADE AT RETAIL 313 1/411 = 1 I -Off HEIGHT 361'- 0" ROOF 359'- 0" LEVEL 4 349'- 0" LEVEL 3 339'- 0" LEVEL 2 329'- 0" w n LEVEL 1 3161 - 011 LEVEL P1 308'- 0" WALL -SECTION -AT -WEST -TERRACE 1/4" = 1 1-011 -,MAX HEIGHT `�-36-1 I - Off ROOF — 'U 359, - 0� LEVEL 349' 0" w LEVEL 3 339'- 0" LEVEL 2 A� 329'- 0" -7710 w LEVEL 1 -�� - 316'0" * L VEL P1 308'- 0" studOMENG STRAZZARA ARCHITECTURE PLANNING CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC TITLE 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP 6181 REGISTERED � KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 ----- - - — — ---------- - ---- -- — ----- BLDG PERMIT -CORRECTIONS -#lL- 07/14/2017 APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS WALL SECTIONS SWEET 1JU1iBE1i fly Y' Y` Y` Y' Y` Y` Y` Y` Y' Y` Y` Y' Y` Y` Y` DOOR HARDWARE GROUPS GENERAL DOOR NOTES HW HWHWA 3 EA1 HINGE 5BB1 4.5X4.5 652 IVE 6 EA2 HINGE 513131 4.5X4.5 652 IVE 3 EA HINGE 5BB1 4.5X4.5 652 IVE 1. MAXIMUM THRESHOLD TO BE 1/2" AT BARRIER FREE UNITS AND PUBLIC SPACES. 1 EA STOREROOM LOCK AL80PD NEP 619 SCH 1 SET AUTO FLUSH BOLT FB31 P 630 IVE 1 EA ELEC ENTRANCE LOCK FE41OF 5.5" LAT GRW 619 SCH 2. D O S OT R g 1 EA SURFACE CLOSER 1450 REG OR PA AS REQ 695 LCN 1 EA DUST PROOF STRIKE DP2 626 IVE 1 EA SURFACE CLOSER 1250 AS REQ SLIM 689 LCN ALL OO OP TA NG EVI S T BE CCE SIBLE WI HO T NE D 0 TIGHT G ASPI G. T GHT INC ING, OR IST NG F O studi j 1 EA KICK PLATE 840010" X 2" LDW B-CS 619 IVE 1 EA STOREROOM LOCK AL80PD NEP 619 SCH 1 EA KICK PLATE 840010" X 2" LDW B-CS 619 IVE THE WRI T TO PE ATE PER 1 10..9.1 F T E IB . 1 EA WALL STOP WS406/407CCV 619 IVE 1 EA COORDINATOR COR X FL628 IVE 1 EA WALL STOP WS406/407CCV 619 IVE / / STRAZZARA 3 EA SILENCER SR64 GRYIVE 2 EA OH STOP 10OS630 GLY 1 EA GASKETING188S BK S BkZER 3. A R IR FI D O S L AR B R R OG E G Y. A I D P A E D N O BE 450 DEGREES FOR 2 EA SURFACE CLOSER 1450 EDA689 LCN 1 EA DOOR SWEEP 39A A ZER STAIR DOORS PER IBC 715.4.4. HW 02 2 EA KICK PLATE 840010" X 2" LDW B-CS 619 IVE 1 EA THRESHOLD 655A-MSLA-10 A ZER O / 4. FIRE RATED DOORS SHALL BE AND SELF -LATCHING. ARCHITECTURE 3 EA HINGE 5BB1 4.5 X4.5 652 IVE 1 EA GASKETING188S-BK S-BkZER 2 EA DOOR VIEWERU698 PLANNING ----------- 1 EA STOREROOM LOCK AL80PD NEP 619 SCH 2 EA MEETING STILE 328AA AA ZER 2each for H.C. units 626 IVE D c 5. PROVIDE SMOKE GASKETING FOR ALL EXIT DOORS. CON5U �T'"G 1 EA SURFACE CLOSER 1450 EDA G & GLAZING SHALL MEET REQUIREMENTS OF IBC 2406. G.C. TO COORDINATE ROLL -UP AUTOMATIC DOOR AND SECURITY CONTROL WITH BUILDING OCCUPANT 1 EA RK KICK PLATE8400 EG ARM VERIFY 10' X 2" LDW B-CS 619 IVE 3 EA 89 LCN HW 3 HINGE 5861 4.5 X4.5 652 IVE 3 EA HINGE 10113.5 X 3.5 646 IVE FLUSH SLIDING EXT. SLIDING GLASS INT. SLIDING GLASS DOUBLE GLAZED ACCESS CONTROL PROGRAM. 1 EA WALL STOP WS406/407CCV 619 IVE 1 EA CLASSROOM LOCKAL70PD NEP 619 SCH 1 EA PRIVACY LOCK F40 LAT 7. OPAQUE DOORS SHALL MEET WSEC TABLE 6-1 (U=0.20). 1 EA GASKETING188S-BK S-BkZER 1 EA SURFACE CLOSER 1450 EDA ...F10 Lat for bedroom doors 619 SCH 8. 20 MIN DOORS AND FRAME TO SHOW APPROVED LABEL FOLLOWED BY LETTER'S' FOLLOWED BY NAME OF THE SERVICE AGENCY CONDUCTING THE TESTING. 2001 WESTERN AVE SUITE 200 ...or reg arm as req. 689 LCN 1 EA DOORSTOP 060 652 IVE HW 03 1 EA KICK PLATE 840010" X 2" LDW B-CS 619 IVE 3 EA SILENCER SR66 GRYIVE 9. TOTAL DOOR MANF. DOORS SHALL COMPLY WITH CA1004.2b AND SHALL BE AUTOMATIC CLOSING ACTUATED BY SMOKE DETECTOR. DESIGN TO PREVENT THE Seattle, WA USA 98101 3 EA HINGE 5661 4.5 X 4.5 652 IVE 1 EA WALL STOP WS406/407CCV 619 IVE ACCUMULATION OF SMOKE OR TOXIC GASES BY THE DOOR ASSEMBLY 1 EA PASSAGE SETND10SATH 619 SCH 1 EA GASKETING188S-BK S-BkZER HW C 10. ELEVATOR HOISTWAY ENTRANCE DOORS AT EACH FLOOR OPENING SHALL BE 90 MINUTE "UL" B LABEL 206 587 3797 tel 1 EA SURFACE CLOSER 1450 EDA 689 LCN 3 EA HINGE 10113.5 X 3.5 646 IVE 2065870588 1 EA KICK PLATE 840010" X 2" LDW B-CS 619 IVE HW 15 1 EA PASSAGE SETF10 LAT 619 SCH / / / � � 0 � � 11. ALL TRASH CHUTE DOORS TO BE SELF -CLOSING 90 MIN. FIRE RATED. 15" X 18" U.O.N. VERIFY WITH OWNER. 1 EA WALL STOP WS406/407CCV 619 IVE 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA DOORSTOP 060 652 IVE 12. ELEVATORS TO BE PRESSURIZED; LOBBY WALLS &OPENINGS ARE NON -RATED & FOR BUILDING COCCUPANT ACCESS CONTROL ONLY. 1 EA GASKETING188S-BK S BkZER 1 EA PASSAGE STRIKE 6 11 F 619 SCH 3 EA SILENCER SR66 GRYIVE / ° / 13. MIN. CLEAR DOOR OPENING WIDTHS OF 32 INCHES ARE REQUIRED ALONG THE ACCESSIBLE ROUTE MEASURED BETWEEN FACE OF DOOR AT 90 DEGREES www.studioms.com 1 EA ELECTRIC STRIKE TO FSE 630 VON - OPEN AND INSIDE FACE OF DOOR STOP IN FRAME HW 04 1 EA SURF. AUTO OPERATOR 9542 MS ANCLR LCN HW MISC 2 EA HINGE 5BB1 4.5 X 4.5 652 IVE 2 EA ACTUATOR, WALL MOUNT 8310-853T630 LCN 1 EA ENROLLMENT READER MT20W SCE 1 I 14. L IN W E R IN L D R R D I E TS PER UNIFORM MECHANICAL CODE. 1 EA ELECTRIC HINGE 5B61 4.5 X 4.5 TW4 652 IVE 1 EA WALL STOP WS406/407CCV 619 IVE 50EA CREDENTIAL 9651 BLK SCE G H 1 V 15. ALL 00 S IN COR IDO WALLS T BE RO DED IT SMO E S ALS. O 1 EA EL STOREROOM LOCK ND80PDEL ATH 619 SCH 1 EA GASKETING50A A ZER 300 EA CREDENTIAL 9651 DOUBLE -FLUSH STOREFRONT - - ----- -- ---- - - - ---_ - - ---- - -- - -- - -- -- - ---------- ---- --- ---------------------------------------------------------------------------------- - - 1 EA SURFACE CLOSER 1450 REG OR PA AS REQ 695 LCN 1 EA DOOR SWEEP 8192AAAA ZER ... price 9691t BLK SCE DOUBLE -STOREFRONT GARAGE - SOLID PANEL GARAGE - PERFORATED PANEL 1 EA KICK PLATE 840010" X 2" LDW B-CS 619 IVE 1 EA THRESHOLD 655A-MSLA-10 A ZER 1 EA NOTE STRATUS SOFTWARE 1 EA WALL STOP WS406/407CCV 619 IVE 1 EA GASKETING188S-BK S-BkZER _HW-16- GENRRAL GLAZING NOTES 1 EA DOOR SWEEP 39A A ZER 3 EA HINGE 56B1 4.5 X 4.5 NRP 630 IVE 1 EA THRESHOLD 655A-MSLA-10 A ZER 1 EA FIRE EXIT HARDWARE 98-NL-F626 VON POWER SUPPLY- WORK OF DIVISION 28 1 EA RIM CYLINDER 20-057 626 SCH 1. CONTRACTOR TO FIELD VERIFY ALL ROUGH OPENINGS, WINDOW DIVISIONS AND OPERATION PRIOR TO PRODUCTION OF WINDOWS 1 EA SURFACE CLOSER 1450 EDA 689 LCN Z ALL OPERABLE GLAZING SEPARATING CONDITIONED FROM UNCONDITIONED SPACE SHALL BE WEATHER-STRIPPED. HW 05 1 EA KICK PLATE 840010" X 2" LDW B-CS 619 IVE 3. ALL VENTING WINDOWS REQUIRE MINIMUM 4 SQ. INCHES OPEN AREA TO PROVIDE OUTSIDE AIR. 3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1 EA WALL STOP WS406/407CCV 619 IVE 1 EA STOREROOM LOCK AL80PD NEP 619 SCH 1 EA GASKETING50A A ZER / / 4. ALL OPERABLE WINDOWS TO BE PROVIDED WITH SCREENS AND LOCKS. 1 EA SURFACE CLOSER 1450EDA 689 LCN 1 EA DOOR SWEEP 39A A ZER 5. ALL WINDOWS & GLAZED DOORS TO HAVE'DARK GREY' FINISH. 1 EA KICK PLATE 840010" X 2" LDW B-CS 619 IVE 1 EA THRESHOLD 655A-MSLA-10 A ZER ° ° 6. ALL WINDOWS SHALL BE TIGHT FITTING WITH GLASS RETAINED BY STOPS WITH CONTINUOUS SEALANT OR CAULKING ALL AROUND, ACCORDING TO 1 EA WALL STOP WS406/407CCV 619 IVE 1 EA RAIN DRIP 142AA ZER 1 EA GASKETING50A A ZER \ \ WASHINGTON STATE ENERGY CODE SECTION 1320. ------------------------------------------------------------------------------- 1 EA DOOR SWEEP 39A A ZER HW 17 7. GLAZING U-VALUES LISTED IN THE SCHEDULE TO BE NFRBATINGS PER MAXIMUM "PRESCRIPTIVE" VALUES FROM THE WSEC. RATED U-VALUES, SHGC, AND 1 EA THRESHOLD 655A-MSLA-10 A ZER 3 EA HINGE 5BB1 4.5 X4.5 652 IVE N p TRANSMITTANCE TO BE LABELED ON EACH UNIT BY THE MANUFACTURER/SUPPLIER. SEE SHEET G001 FOR ENERGY CODE INFORMATION. 1 EA RAIN DRIP 142AA ZER 1 EA FIRE EXIT HARDWARE 98-NL-F626 VON 1 EA RIM CYLINDER 20-057 626 SCH MONUMENTAL ALUMINUM FRAME FOLDING SYSTEM SMOKE & FIRE CURTAIN EXTERIOR INTERIOR 8. ALL WINDOWS AND GLAZED OPENINGS SHALL COMPLY WITH THEUNIFORM BUILDING SECURITY CODE. _HW 06 1 EA SURFACE CLOSER 1450 EDA 689 LCN NANA WALL UP 0 2HR INTEGRITY GLASS SWING GLASS SWING 9. GLASS THICKNESSES AS INDICATED IN THE SCHEDULE ARE MINIMUM REQUIRED PER IBC CHAPTER 24 3 EA HINGE 5661 4.5 X4.5 652 IVE 1 EA KICK PLATE 840010" X 2" LDW B-CS 619 IVE ( ) 10. ALL UNIT WINDOWS AND GLASS DOORS TO HAVE WINDOW BLINDS 1 EA ENTRANCE/OFFICE LOCK AL50PD NEP 619 SCH 1 EA WALL STOP WS406/407CCV 619 IVE 1 EA WALL STOPWS406/407CCV 619 IVE 1 EA GASKETING188S-BK S-BkZER 10 1 EA GASKETING188S-BK S-BkZER COORDINATION NOTES: HW 18 - DIMENSIONS GIVEN TO COMMUNICATE DESIGN INTENT. CONTRACTOR TO COORDINATE ALL WINDOW, FRAMING, AND ROUGH OPENING DIMENSIONS PRIOR TO HW 08 3 EA HINGE 5681 4.5 X 4.5 630 IVE 1 EA MORTISE CYLINDER 20-001 118 1 EA FIRE EXIT HARDWARE 98-L-F-17 626 VON FABRICATION. ...verify cylinder type , cam and lenght 626 SCH 1 EA RIM CYLINDER 20-057 626 SCH - FOR WINDOW FLASHING SEQUENCE, SEE BUILDING ENVELOPE SHEET BE302. EA NOTE HARDWARE BY DOOR SUPPLIER 1 EA SURFACE CLOSER 1450 REG OR PAAS REQ 695 - ALL WINDOWS WITHIN 24" OF OPERABLE SIDE OF SLIDING GLASS DOORS SHALL HAVE SAFETY GLAZING PER IBC 2406.4 ...except: LCN - 1 CLIENT/OWNER 1 EA KICK PLATE 840010" X 2" LDW B-CS 619 IVE - HW 11 1 EA WALL STOP WS406/407CCV 619 IVE 6 EA HINGE 5BB1 4.5X4.5 652 IVE 1 EA GASKETING50A A ZER Westgate Village 2 EA MANUAL FLUSH BOLT FB458 626 IVE 1 EA DOOR SWEEP 39A A ZER 1 EA DUST PROOF STRIKE DP2 626 IVE 1 EA THRESHOLD 655A-MSLA-10 A ZER 1 EA STOREROOM LOCK AL80PD NEP 619 SCH 1 EA RAIN DRIP 142AA ZER LLC 2 EA OH STOP 100S 630 GLY WINDOW SCHEDULE 1 EA SURFACE CLOSER 1450 EDA _HW-19- 1 active leaf 689 LCN 1 EA HINGE Y L K X L4 S N IVE Type Style Width -----Height U Value SHGC VT Manufacturer Material Count Comments 1 EA GASKETING188S-BK S-BkZER 1 EA PRIVACY LOCK AL40S NEP 626 SCH Yp Y g 2 EA MEETING STILE 328AA AA ZER 1 EA SURFACE CLOSER 1450 EDA 689 LCN W1 SLIDER DOOR 10'- 6" 8' - 2" .240 0.28 0.53 VPI VINYL 40 TITLE 1 EA KICK PLATE 840010" X 1" LDW B-CS 619 IVE 1 EA KICK PLATE 840010" X 2" LDW B-CS 619 IVE W2 SLIDER DOOR 10'- 6" 8' - 2" .240 0.28 0.53 VPI VINYL 2 1 EA WALL STOPWS406/407CCV 619 IVE W3 SLIDER DOOR 9' - 6" 8' - 2" .240 0.28 0.53 VPI VINYL 11 1 EA GASKETING188S BK S BkZER W4 SLIDER DOOR 6' - 4" 8' - 2" .240 0.28 0.53 VPI VINYL 28 Westgate W5 CASEMENT 6' - 4" 6' - 6" .230 0.23 0.43 VPI VINYL 26 DOUBLE GLAZING - Edmonds W6 CASEMENT 6' - 4" 6' - 0" .230 0.23 0.43 VPI VINYL 17 DOUBLE GLAZING W7 FIXED 3' - 4 7/8" 8' - 0" .220 0.28 0.54 VPI VINYL 12 DOUBLE GLAZING EQ EQ EQ EQ EQ EQ �3' - 2° �3' - 2° �3' - 2° � EQ EQ EQ EQ � EQ I/ EQ � 7'- 8° � � EQ � EQ EQ � EQ � EQ � EQ � W8 FIXED 7' - 8" 2' - 0" .220 0.28 0.54 VPI VINYL 4 DOUBLE GLAZING . W10 FIXED 3' - 0" 8' -0.28 0.54 VPI VINYL 12 DOUBLE GLAZING 10032 EDMONDS WAY --- _---------------- --- --- -_ - ---- - __ -- _ - __ - -- -_ _ W15 CASEMENT 8' - 8" 5' - 1 1/2" .230 0.23 0.43 VPI VINYL 4 DOUBLE GLAZING EDMONDS, WA, 98020 0 O N N W16 CASEMENT 8' - 8" 5' - 1 1/2" 0.23 0.43 VPI VINYL 16 o / o CO�O� N o o W19 FIXED 2' - 6" 8' - 0" .220 0.28 0.54 VPI VINYL 1 DOUBLE GLAZING STAMP - a 00 ro ��------------------------------------------------ - -__ _ __ _________----------_-____------------ ------------------------------ --- - ---- - ------------------ 220 0.28 0.54 VPI VINYL 4 DOUBLE GLAZING -------- W24 FIXED 3' - 0" 5'- 1 1/2" 6181 REGISTERED W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W15 W16 W17 W19 W24 ARC T 126" X 96" 126" X 96" 114" X 96" 76" X 96" 76" X 78" 76" X 72" 41 " X 96" 92" X 36" 36" X 96" 36" X 96" 114" X 66.5" 114" X 77.5" 36" X 66" 30" X 96" 36" X 66" STOREFRONT SCHEDULE Type Style Width Height U Value SHGC VT Manufacturer Material Count Comments LE AZ -- ----------- ----- ----- --- ------ - - - - -- - - - - ----- ---- - __ ----- _--------- _- ---------------- ------ ----- - E OF TAT �dAH�JOT0�9 10'-8" 12'-01/4" 13'-0" 9'-01, ------------ - S1 451T 10' - 8" 7'- 1 1/2" .350 .336 .616 KAWNEER Aluminum 2 THERMALLY BROKEN 2'-4" EQ EQ 2'-4" 2'-4" EQ EQ 2'-4" = 6'-4" 2'-4" EQ EQ 2'-4" 2'-4" 2'-4" " 1 rl -- T o -- - _ -- - - - _ N S2 451T 12 0 1I4 7 1 1/2 350 336 .616 KAWNEER Aluminum 1 THERMALLY BROKEN N N N N S3 AA425 6' - 4" 12' - 0" .590 .380 .404 KAWNEER Aluminum 3 KEY PLAN S4 451T 13' - 0" 7'- 1 1/2" .350 .336 .616 KAWNEER Aluminum 1 THERMALLY BROKEN S5 451T 9' - 0" 7'- 1 1/2" 350 .336 .616 KAWNEER Aluminum 2 THERMALLY BROKEN --------------� S6 451T 17' - 1 1/2" 9' - 0" .350 .336 .616 KAWNEER Aluminum 2 THERMALLY BROKEN S7 451T 7' - 11" 11'- 0" 350 .336 .616 KAWNEER Aluminum 2 THERMALLY BROKEN S8 AA425 6' - 4" 11' - 0" .590 .380 .404 KAWNEER Aluminum 1 S9 451T 13' - 6" 12' - 0" .350 .336 .616 KAWNEER Aluminum 3 THERMALLY BROKEN O(V o (V o / \ - o N N o -- ---- s1 N N S3 N N S10 451T 8'- 0 1/2" 11' - 0" 350 .336 .616 KAWNEER Aluminum 2 THERMALLY BROKEN r n r n s2 s4 S12 451T 2 - 1 7 - 11 .350 .336 616 KAWNEER Aluminum 3 THERMALLY BROKEN ----------------- --------- - ---- --------------_ ----------------------------__-------------------------------- _4" ---- - - -____. 4° 4" 4" S13 451T 4` - 11 1/4" 7' - 1 1/2" .350 .336 .616 KAWNEER Aluminum 2 THERMALLY BROKEN 00 S14 451T 9' - 0" 7' - 1 1/2" .350 .336 .616 KAWNEER Aluminum 2 THERMALLY BROKEN IL , - , 11 t�- S15 451T 15' - 6" 7' - 1 1/2" .350 .336 .616 KAWNEER Aluminum 1 THERMALLY BROKEN 0 0 0 - - S20 451T 4 11 1/4 2 1 .350 .336 .616 KAWNEER Aluminum 2 THERMALLY BROKEN N N N 9' -Orr 2r _ lit - S21 451T .350 .336 .616 KAWNEER Aluminum 2 THERMALLY BROKEN EQ EQ NNS22 451T 9' - 0" 2_- 1" 350 .336 .616 KAWNEER Aluminum 2 THERMALLY BROKEN S1 & S28 S2 & S27 S3 S4 & S25 S5.2 - -- --_- --- - ------------- --- ----- - �A n S23 451T 12' - 1 3/4" 2' - 1" .350 .336 .616 KAWNEER Aluminum 2 THERMALLY BROKEN J 1/4" = 1'-0" 1 /4" = 1'-0" 1 /4" = 1'-0" O�J 1 /4" = 1'-0" ``'J 1/4" = 1'-0" S24 451T 15' - 5 1/4" 2' - 1" .350 .336 .616 KAWNEER Aluminum 2 THERMALLY BROKEN S25 451T 13' - 0" 2' - 1" .350 .336 .616 KAWNEER Aluminum 1---THERMALLY-BROKEN 17' - 1 1/2" 13' - 6" S26 451 T 15' - 6" 2' - 1" .350 .336 .616 KAWNEER Aluminum 1 THERMALLY BROKEN 3'- 8" 3'- 8" 8' - 0 1/2" S27 451 T 12' - 0 1 /4" 2' - 1" .350 .336 .616 KAWNEER Aluminum 1 THERMALLY BROKEN EQ EQ EQ EQ 7'- 11" 6'- 4" EQ EQ S28 451 T 10' 8" 2' - 1" .350 .336 616 KAWNEER Aluminum 2 THERMALLY BROKEN PROJECT NUMBER S29 451T 2' - 10" 7'- 1 1/2" .350 .336 .616 KAWNEER Aluminum 6 THERMALLY BROKEN 0 o S30 451T 2' - 10" 2' - 1" .350 .336 .616 KAWNEER Aluminum 1 THERMALLY BROKEN 15311 N S31 451T 15'- 5 1/4" 7' - 1 1/2" .350 .336 .616 KAWNEER Aluminum 1 THERMALLY BROKEN M M ISSUED FOR: DATE: � BUILDING PERMIT SET 03/17/2017 S6 i i S9 0 - ---- -- ------ s7 o s8 v o / , v v o ---- - - 017 r � � RMIT CORRECTIONS #11 7 4 O 1 v i oo v i ip v v 8" _ - _ - - ��S6 S7 _ - S8 S9 S10 1 /4" = 1'-0" 1 /4" = 1'-0°--------------------- --- --- C) 1 �4'�-= 1'-0" 1 /4" = 1'-0" � 0 1 /4" = 1'-0" ------------------- 12' - 1 3/4" 4'- 11 1/4" 9' - 0" 15'-6" 15' - 5 1/4" APPROVAL BY: -------- - - ------ - - - - 2'- 4" EQ EQ 2'-4" 8" = 2'-4" 2'-4" 2' 4" EQ EQ EQ 2' 4" 2'- 10" -- --- , N/ N N �� N 2'- 4" EQ EQ EQ 2'- 4" DRAWN BY: Author �` �` CHECKED BY: Checker s2 �2 21ZI 2�� sO 04 CV ........... .... _.. .-_ - -N _ - - _ _ _ SHEET CONTENTS r r T r DOOR & WINDOW r r 4" 4" 4" 4" SCHEDULE �L L LA- SHEET NUMBER o o o o N IN S12 & S23 S13 & S20 S14 & S21 ,� S15 & S26 n S29 & S30 16 S31 & S24 �� 1 /4" = 1'-0" 1/4" = 1'-0" 1 /4" = 1'-0" DOOR SCHEDULE Fire Door Frame Hardware Room Name Mark Construction Type Type Width Height Finish Rating Material Type HDW Group Door Comments LEVEL P1 LOBBY P101A 3-GARAGE H 3' - 0" 7' - 0" 45 MIN HM P1 PARKING P101 B 0 - ENTRY 3' - 0" 7' - 0" LOBBY P104 0-ENTRY 3' -0" " 7'-0 - -- ---- ELEV. CTRL. ---------. _._. P341 __._....-------- _.._.._.._.._.._..� 3-GARAGE --- --------- -- ------- ---- - ---- ----- - ------------ A 3' - 6" 7' - 0" ------------------------------- 90 MIN rry -----. ---------------- ._.._.._.. _......--------- WATER P344 3-GARAGE A 3' - 6" 7' - 0" N/A STAIR #1 ST-A1 2 - COMMON SPACES H 3' - 0" 7' - 0" 90 MIN HM 04 STAIR #2 ST-A2 2 - COMMON SPACES H 3 - 0„ 7 - 0„ 90 MIN HM 04 LEVEL 1 VEST. L101A 4-STOREFRONT K 6' - 0" 7' - 11" ALU 08 ----------------------------------- ------------- VEST. - L101 B -- -- _ - - 4 - STOREFRONT --------------------------- ---------------- ----- K 6' - 0" 7' - 11" ----------------- - ALU ----------------------___ 08 ____ _________ _________ _________ _________ _________ _________ _________ _________ _________--------- ENTRY LOBBY L102A 0 - ENTRY 3' - 0" 7' - 0" 15 VEST. L102B ------------------ 0 - ENTRY -._. _.. 3' - 0" 7' - 0" 15 _________ _________ _________ _________ _______________ TELECOM _--____-- L107 __-- __ _____ 5 - UTILITY ------------ --I---------------_ ----- ---------____-- A 3' - 0" 7' - 0" ------------------ 20 MIN HM --------------------------- _---_____ 02 ____ _________ _________ _________ _________ _________ _________ _________ _________ _________ MAIN ELECTRICAL L108 2 - COMMON SPACES A--- 3' - 0" 7' - 0" 90 MIN HM 11 MAIN ELECTRICAL L108A -._. 2 -COMMON SPACES .....................-- A 3' - 0" 7' - 0" 90 MIN HM 16 M EC L L1 2 - MO CE A 3' - - IN 11 TRASH L109 2 - COM ON SP ES A 3' - 0" 7' - 0' 2 H 2 DOO S TO BE SELF CL SING TRASH L109A 2 - COM ON SPACES A 3' - 0" 7' - 0" 2 H 12 DOO S TO BE SELF CL SING _ - -- - - - -__ - - -- - - -- -------------- OPEN PARKING L109C 3-GARAGE J 24' - 0" 9' - 1 1/2" N/A OPEN PARKING L109D 3-GARAGE 3' --Owl 7'---1-1 5/8" EXIT PASSAGE L110A 2 - COMMON SPACES H 3' - 0" 7' - 0" 90 MIN HM 03 EXIT PASSAGE L110B 2 - COMMON SPACES H 3' - 0" 7' - 0" 90 MIN HM 05 ELECTRICAL 1_111 2 - COMMON SPACES H 3' - 0" 7' - 0" 90 MIN HM 02 RETAIL #4 L112A 4 - STOREFRONT K 6' - 0" 8'- 8 1/2" ALU 08 RETAIL #4 L112B 2 - COMMON SPACES H 3' - 0" 7' - 0" 90 MIN HM 02 RETAIL #3A L113A 4-STOREFRONT K 6' - 0" 8' - 11 1/2" ALU 08 RETAIL #3A L113B 2 - COMMON SPACES H 3' - 0" 7' - 0" 90 MIN HM 02 RETAIL #313 L114A 4 - STOREFRONT K 6' - 0" 8'- 8 1/2" ALU 08 RE #3B Ll 13B,, 2 - C MON CES H 3' -0 7' - 9 IN 2 IL L 17 - COM SPA - ' - 0" 90 MI HM 0 OPEN PARKING L436 2 - COMMON SPACES A 3' - 0" 7' - 0" 90 MIN HM 17 BATH/CHANGING ROOMS L437A 1 - TYPE A A 3' - 0" 7' - 0" N/A HCW B BATH/CHANGIN ROOMS L437B Al - TYPE ' - 0" 7'_ 0" N/A HCW B - 3 1 4 STAIR #2 ST-B2A 2 -COMMON SPACES H 3' - 0" 7' - 0" 90 MIN HM 04 STAIR #2 ST-13213 2 - COMMON SPACES H 3' - 0" 7' - 0" 90 MIN HM 04 STAIR #3 ST-133 2 - COMMON SPACES H 3' - 0" 7' - 0" 90 MIN HM 04 L 2/01 CORR11 OR 201 2 - CON /ION SP CES M 0' - 0" 0' - 0 SMO E & FIR CURTA , UP T 2 HRS I TEGRIT TRASHk RECY LE 235 2 - CO ON SP CES A 3' - 0" 7' - 0" A 45 JAIN H 13 DOO S TO B SELF C OSING O - I CORRIDOR 356 2 - COMMON SPACES A 3' - 0" 7' - 0" 90 MIN HM 02 STAIR #1 ST-C1 2 - COMMON SPACES H 3' - 0" 7' - 0" 90 MIN HM 04 STAIR #3 ST-C3 2 - COMMON SPACES H 3' - 0" 7' - 0" 90 MIN HM 04 3 CORR OR 301 2 - CO Ml"lON SP CES M 0' - 0" 0' - 0' SMOK &FIRE URTAIN, UP TO 2 HRS INT GRITY TELECOM #1 331A 0 - ENTRY A 3' - 0" 7' - 0" 20 MIN SCWD A TRASH & RECYCLE 335 2 - COMMON SPACES A 3' - 0" 7' - 0" 45 MIN HM 13 DOORS TO BE SELF CLOSING ----- - --- - ----- ------------- A '- 7' --- ----____ -- - - -_ _ -------------- --------------- CORRIDOR 433 2 - COMMON SPACES A 3' - 0" 7' - 0" 90 MIN HM 02 STAIR #1 ST-D1 2 -COMMON SPACES H 3' - 0" 7' - 0" 90 MIN HM 04 STAIR #3 ST-D3 2 - COMMON SPACES H 3' - 0" 7' - 0" 90 MIN HM 04 4 CORR DOR 401 2 - C MON S ACES M 0' - 0" 0' 0" S OKE & RE CUR AIN, UP O 2 HR INTEG ITY -- ----- _________ _____________�__ EXERCISE - - - - 406A -- --- --_ - --- 2 - COMMON SPACES -------- ------ -- ------------ ________ 3' - 0" 7' - 10" ------------ --------------- ________ ----------------�--------_ _________ ________ _ - -- --- -- - - - - __ - ---- DOOR TO BE OPENABLE AT ALL TIMES AND - - - -- - ------ P OVIDED WITH PA IC HAR WARE 29/32" CO RIDOR 417 2,;,lllQOMM PACE5, PACE - A 3": ' - 0" 20 MIN WD --------------- OR 17Z -C NS ES -0" 7'2 2 AMENITY AREA 423A 2 - COMMON SPACES 3' - 0" 7' - 10" DOOR TO BE OPENABLE AT ALL TIMES AND PROVIDED WITH PANIC HARDWARE AMENITY AREA 423L 2 - COMMON SPACES L 30' - 2 8' - 8" ALU 29/32" CORRIDOR 431 2 - CO MON S ACES A 3' - 0" 7' - 4 MIN M 13 DO RS TO E SELF LOSING IA C IL 0 - 0 CORRIDOR 434 2 - COMMON SPACES A 3 - 0„ 7 - 0 „ 90 MIN HM 02 STAIR #1 ST-E1A 2 - COMMON SPACES H 3' - 0" 7' - 0" 90 MIN HM 04 STAIR #1 ST-El B 2 --COMMON SPACES H 3' - 0" 7' - 0" 90 MIN HM 04 STAIR #3 ST-E3 2 - COMMON SPACES H 3' - 0" 7' - 0" 90 MIN HM 04 DOOR SCHEDULE - UNIT Al Room Name UNIT Al Mark 207A Construction Type 0 - ENTRY Type A Width 3' - 0" Height 7' - 0" Finish Fire Rating 20 MIN Door Material SCWD Frame Type HDW Hardware Group A Door Comments UNIT Al 207B 0 - TYPE B A 2' - 10" 7' - 0" N/A HCW_ UNIT Al UNIT Al 207D 207F 1 - TYPEA 0 - TYPE B A B 3' - 0" 6' - 0" 7' - 0" 7' - 0" N/A HCW HCW B UNIT Al 207L 0 -TYPE B N 3' - 0" 8'- 0" VINYL UNIT A! ________ _________ _________ _______________-------- _ - ___ ---------------- ___ ---------- - -- ------------ __ -- ----- ----------- ------------------ ------ -------------- DOOR SCHEDULE - UNIT A2 Room Name _ _ ___ UNIT A2 Mark __ 412A ________ Construction Type Type 0 - ENTRY A Width 3' - 0" Height 7' - 0" Finish __ Fire Rating _ -- _ 20 MIN Door Material -__ SCWD Frame Type HDW _ _ __ __ - __ _ Hardware Group __ _ A Door Comments __ ________ ________ ________ ______ _ ________ ________ ________ _____________ UNIT A2 412B 0 - TYPE B A 2' - 10" 7' - 0" N/A HCW UNIT A2 UNIT A2 412C 412D 0 - TYPEB A 1 -TYPEA A 2' - 10" 3'-0" 7' - 0" 7'-0" N/A N/A HCW HCW B ------ UNIT A2 412F 0-TYPEB B 4'-0" 7'-0" HCW UNITA2 412K 0-TYPEB B 4'-0" 7'-0" HCW DOOR SCHEDULE - UNIT A3 Room Name Mark Construction Type Type Width Height Fire Finish Rating Door Material Frame Hardware Type HDW Group Door Comments UNIT A3 216A 0 - ENTRY A 3' - 0" 7' - 0" 20 MIN SCWD A UNIT A3 216B 0-TYPEB B 4'-0" 7'-0" HCW UNIT A3 _--------- ------ UNIT A3 216C - 216D 0 - TYPE B _____ -------------------------- 1 -TYPE A A 2' - 10" 7' - 0" -- - _ - A 3' - 0" 7' - 0" N/A - -- N/A HCW - - HCW - B UNIT A3 216F 0-TYPEB B 4'-0" 7'-0" HCW ------------------------------------------------- DOOR SCHEDULE - UNIT A4 Room Name Mark Construction Type Type Width Height Finish Fire Rating Door Frame Material Type HDW Hardware Group Door Comments UNIT A4 _--------------------------------------- UNIT A4 230A --------- 230B 0 - ENTRY 0 - TYPE B A A 3' - 0" 7' - 0" 2' - 10" 7'-0" 20 MIN N/A SCWD ------- HCW A ----------------------- ----------------------------------________ _________ ____________. UNIT A4 230C 0 - TYPE B A 2' - 10" 7'-0" N/A HCW UNIT A4 UNIT A4 230D 230F - -TYPEA 0 - TYPE B A B 3' - 0" 7' - 0" 4' - 0" 7' - 0" NIA HCW HCW B DOOR SCHEDULE - UNIT A5 Room Name Mark Construction Type Type Width Height Finish Fire Rating Door Material Frame Type HDW Hardware Group Door Comments UNIT A5 204A 0 - ENTRY A 3' - 0" 7' - 0" 20 MIN SCWD A UNIT A5 UNIT A5 204B 204C 0 - TYPE B 0 - TYPE B B 5' - 0" 7' - 0" F 5' - 0" 7' - 0" N/A HCW HCW UNIT A5 204D 1 -TYPE A A 3' - 0" 7' - 0" NIA HCW B UNIT A5 204E 0 -TYPEB B 4' - 0" 6' - 8" N/A WD Room Name Mark Construction Type Type Width UNIT B UNIT B 202A 202B 0- ENTRY 0 - TYPE B A B 3- 6' Off - 0" UNIT B 202D 1 -TYPE A A 3' - 0" UNIT B UNIT B 202E 329BB 0 - TYPE B 1 -TYPE A B A 7' 3' - 0" - 0" DOOR SCHEDULE - UNIT B Fire Door Frame Height Finish Rating I Material Type 7 - 0 20 MIN SCWD 7'-0" HCW 7' - 0" NIA HCW 7'-0" HCW 7 - 0 N/A HCW DOOR SCHEDULE - UNIT B1 HDW Hardware Group Door Comments A ------- ------- Fire Door Frame Room Name Mark Construction Type Type Width Height Finish Rating Material Type HDW Hardware Group Door Comments UNIT B1 317A 0 - ENTRY A 3' - 0" 7' - 0" 20 MIN SCWD A UNIT B1 317B 1 -TYPE A A 3' - 0" 7' - 0" N/A HCW B UNITB1 317C 0-TYPEB B 6'-Oil 7'-0" HCW UNIT B1 317D 0-TYPEB B 7'-0" 7'-0" HCW UNIT 131 ---- 329111 1- TYPE A A 3- 0 7- 0 ------------------ N/A HCW --------------- ----------------------------------------------------------------- B -------------------------- ------------------ Room Name Mark Construction Type Type Width UNIT B2 302A 0 -ENTRY A 31 Oil UNIT B2 302B 0 - TYPE B B 6' - 0" UNIT B2 302D 1 -TYPE A A 3' - 0" UNIT B2 302E 0 -TYPEB B - --- ---- ------ ----- ...... UNIT B2 329DD 1 -TYPE A A 3' - 0" DOOR SCHEDULE - UNIT B2 Fire Door Frame Height Finish Rating Material I Type 7' - 0" 20 MIN SCWD 7' - 0" --------- __ ---- HCW 7' - 0" N/A HCW 7' - 0" HCW 7' - 0" N/A HCW HDW Hardware Group Door Comments A -� IV DOOR SCHEDULE - UNIT C1 Room Name Mark Construction Type Type Width Height Finish Fire Rating Door Material Frame Type Hardware HDW Group Door Comments UNIT C1 231A 0 - ENTRY A 3' - 0" 7' - 0" 20 MIN SCWD A UNIT -1 231 B UNIT C1 231C 0 - TYPEB 0 - TYPE B A A 2' - 10" 3' - 0" 7' - 0" 7' - 0" N/A N/A HCW HCW C UNIT C1 231 D 1 -TYPE A A 3' - 0" 7' - 0" N/A HCW B UNITC1 231E UNIT C1 231 G 0-TYPEB 0 - TYPE B B A 5'-0" 2' - 10" 7'-0" 7' - 0" N/A HCW HCW UNIT C1 231J 0-TYPEB B 5'-0" 7'-0" HCW Room Name Mark Construction Type Type Width UNIT C2 203A 0 - ENTRY A 3' - 0" UNIT C2 2036 0 - TYPEB B 4' - 0" UNIT C2 203D 1 -TYPE A A 3' - 0" UNIT C2 203E 0 - TYPE B A 3' - 0" UNIT C2 203F - 1 - TYPEA ---------- A - , 3 - 0 UNIT C2 329N 1 -TYPE A A 3' - 0" Fire Door Frame Height Finish Rating Material Type 7' - 0" 20 MIN SCWD 7' - 011 ................ - HCW 7' - 0" ------- N/A ----- - -- HCW ------------ 7' - 0" N/A HCW � 7' - 0°----- N/A -- -HCW- ---------- HDW Hardware Group A Door Comments DOOR SCHEDULE - UNIT C4 Room Name Mark Construction Type Type Width Height Finish Fire Rating Door Material Frame Type HDW Hardware Group Door Comments UNIT C4 206A 0 - ENTRY A 3' - 0" 7' - 0" 20 MIN SCWD A UNIT C4 206G 0 - TYPE B A 2' - 10" 7' - 0" N/A WD UNIT C4 206H 0- TYPE B B 4- 0 7- 0 HCW UNIT C4 206J 0 - TYPE B A 3' - 0" 7' - 0" N/A HCW C UNIT C4 206K 1 -TYPE A A 3' - 0" 7' - 0" N/A HCW B UNIT C4 206L 0 - TYPE B N 3' - 0" 8' - 0" VINYL UNIT C4 4171 0-TYPEB B 4'-0" 7'-0" HCW DOOR SCHEDULE - UNIT C5 Room Name Mark Construction Type Type Width Height Finish Fire Rating Door Material Frame Type Hardware HDW Group Door Comments UNIT C5 424A 0 - ENTRY A 3' - 0" 7' - 0" 20 MIN SCWD A UNIT C5 424B 1 -TYPE A A 3' - 0" 7' - 0" NIA HCW B UNIT C5 424C 0 - TYPE B A 2' - 10" 7' - 0" N/A HCW UNIT C5 424D 0 - TYPE B B 7' - 0" 7' - 0" HCW UNIT C5 424E 0 - TYPE B A 3' - 0" 7' - 0" N/A HCW C UNIT C5 424F 0-TYPEB B 7'-0" 7'-0" HCW UNIT C5 424G 0 - TYPE B F 5' - 0" 7' - 0" N/A HCW DOOR SCHEDULE - UNIT C6 Room Name Mark Construction Type ----------- _ - - --------- ------ --------- - - UNIT C6 305A 0 - ENTRY Type ----------- A Width -------- 3' - 0" Height ----- - - ------ 7' - 0" Finish -- - - -- Fire Rating ------- -- - 20 MIN Door Material ---- - -- -- SCWD Frame Type ---- _ - Hardware HDW Group Door Comments ------------------- ------------------------------------ -- __------------- ---------------------------------------------- A UNIT C6 305B 0 - TYPE B B 7' - 0" 7' - 0" HCW UNIT C6 305C 0 - TYPE B A 2' - 10" 7' - 0" N/A HCW UNIT C6 305D 1 -TYPE A A 3' - 0" 7' - 0" N/A HCW B UNIT C6 305E 0 - TYPE B A 3' - 0" 7' - 0" N/A HCW C UNIT C6 305F 0 - TYPE B B 7' - 0" 7' - 0" HCW DOOR SCHEDULE - UNIT D1 , Fire Door Frame Hardware Room Name Mark Construction Type Type Width Height Finish Rating Material Type HDW Group Door Comments UNIT D1 407A 0 - ENTRY A 3' - 0" 7' - 0" 20 MIN SCWD A , UNIT D1 407C 0 - TYPE B F 5' - 0" 7' - 0" N/A HCW UNIT D1 407D -------------------.... 1 -TYPE A A --- 3' - 0" -------- ----- 7' - 0" - --- N/A ---._ ----- HCW ----------- -- ------ B - UNIT D1 407E 0 - TYPE B A 3' - 0" 7' - 0" N/A HCW C UNIT D1 407F 0 - TYPEB B 5' - 0" 7' - 0" HCW UNIT D1 407G 0 - TYPE B A 3' - 0" 7' - 0" N/A HCW C UNIT D1 407H 1 -TYPE A A 3' - 0" 7' - 0" N/A HCW B UNIT D1 407J 0 - TYPEB B 7'--0" 7' - 0" HCW ------------------------------------- DOOR SCHEDULE - UNIT D2 Fire Door Frame Hardware Room Name Mark Construction Type Type Width Height Finish Rating Material Type HDW Group Door Comments .� UNIT_ D2 229A 0 - ENTRY A 3' - 0" 7' - 0" 20 MIN SCWD A , UNIT D2 229B 0 - TYPEB B 4' - 0" 6' - 8" NIA WD UNIT D2 229C 1 -TYPE A A 3' - 0" 7' - 0" N/A HCW UNIT D2 229D 1 -TYPE A A 3' - 0" 7' - 0" N/A HCW B UNIT D2 229E 0 - TYPEB A 3' - 0" 7' - 0" NIA HCW C UNIT D2 229F 1 -TYPE A B 6' - 0" 6' - 8" N/A WD UNIT D2 229G 0 - TYPE B A 3' - 0" 7' - 0" N/A HCW C UNIT D2 229H TYPEA A 3' - 0" 7' - 0" N/A HCW B ' UNIT D2 2291 -1- 0 - TYPE B B 6' - 0" 7' - 0" HCW UNIT D2 229J 0 - TYPE B N 3' - 0" 8' - 0" VINYL DOOR SCHEDULE - UNIT E1 Fire Door Frame Hardware Room Name Mark Construction Type Type Width Height Finish Rating Material Type HDW Group Door Comments UNIT E1 334A 0 - ENTRY A 3' - 0" 7' - 0" 20 MIN SCWD A UNIT E1 334B 1 -TYPE A A 2'- 10" 7' - 0" N/A HCW UNIT E1 334C 0 -TYPE B F 5' - 0" 7' - 0" N/A HCW UNIT E1 334D 1 - TYPEA A 3 - 0 7 - 0 NIA HCW B UNIT E1 334E 0 - TYPE B A 3' - 0" 7' - 0" N/A HCW C UNIT E1 334F 0 -TYPE B B 5' - 0" 7' - 0" HCW FOR GENERAL DOOR NOTES AND DIAGRAMS SEE SHEET A600 \- - A _ A _ StUC:IIC`MENG STRAZZARA ARCHITECTURE PLANNIN CONS1i 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE KEY PLAN PROJECT NUMBER 1531 1 ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT CORRECTIONS #1 1 07/14/2017 APPROVAL BY: DRAWN BY. Author CHECKED BY: Checker 0 SHEET CONTENTS U9111111 ----------- -- HEADER PER STRUCT. ------------ WRB PER B.E. DWGS FCB PER EXTERIOR ELEVATIONS -- - ---------------------------------- CV ---- ----- FLASHING AND SEALANT PER B.E. DRAWINGS CAULK ------- - HORIZONTAL BLINDS SLIDING DOOR PER MANUF SLIDING GLASS DOOR - HEAD 3"= V-101" 771 ---TYPICAL INTERIOR WALL —TYPICAL INTERIOR WALL, SEE WALL TYPES WALL TYPE PER FLOORPLANS, SEE WALL ASSEMBLY DETAILS 2 LAYERS TYPE X 5/8" GYP BOARD EACH SIDE -------------- WOOD STUDS @ I , -, 4, UPPER FLOORS, MTL. STUDS @ GROUND FLOOR HEADER PER STRUCTURAL —FULL WIDTH STUDS WALLTYPES PER AT JAMB AND HEAD !2_0 co AND BACKER ----------------------- - ROD, TYP ROD, PLANS 3 1/2" X 1 CASING 1' 04 SLIDING DOOR" SHIM AS REQUIRED SEALANT PER MANUF. — _j ------------- 3/4" FRAME (20 MIN FRAME WHERE SHOWN ON CLOSET ---------------------------- --- TYP. GWB CORNER BEAD 13/8" BI-PASS DOOR HM DOOR & FRAME ------------- — — CL ----- 0 (D Ui a HM DOOR & FRAME SCHEDULE) INTERIOR cr-, - 0 w /2" 1/2" STOP 0 0 o 0 0 L------ DOOR PER SCHED. SEALANT AND FCB CLADDING PER 11 TYP UNIT DOOR - HEAD '3 =1'-O" SLIDING DOOR - HEAD 4 RATED HM DOOR - HEAD HM DOOR - HEAD _=V-0" 3" = 1 '-011 311 = it -011 FLASHING ELEVATIONS PER BE DRAWINGS TYPICAL INTERIOR WALL SEE WALL TYPES DOOR OPENING 2" 3/8" SLIDING GLASS DOOR -JAMB 3" V-101" (2) FULL WIDTH WOOD STUDS @ UPPER FLOORS, STUDS @ GROUND FLOOR TYP. INTERIOR WALL, WALL TYPE PER PLANS, SEE WALL ASSEMBLY DETAILS DOOR OPNG 2" 2 LAYERS TYPE X 5/8" GYPSUM BOARD EACH SIDE 3/8" FLATHEAD MACHINE SCREWS IN SLEEVE & EXPANSION C14 SHIELDS - 3 PER JAMB WHERE SHOWN ON SCHEDULE) (2) 2x4 STUDS DOOR PER SCHEDULE 1/2" STOP DOUBLE STUDS AT EACH JAMB a ---------------- -LINE OF EXT. WALL DOOR PER SCHED. \ HM DOOR & FRAME a .. a° FINISH BEYOND ---------- ---- --------- SEE DOOR DETAILS SEE WP. DWGS SHIM AS REQUIRED HM DOOR & FRAME 3 1/2" X 3/4" CASINGa. FLOOR FINISH PER INTERIOR THRESHOLD TO BE ADA ACCESSIBLE - 3/4" MAX ------PERPENDICULAR INT. WALL CLOSET INTERIOR 13/8" 61-PASS DOOR DESIGN DWGS --------- W/BEVELED THRESHOLD. MAX SLOPE 1:2 LOCATION (AS LOCATED ON PLAN) BOLT -ON METAL f) n BALCONY TYP UNIT DOOR - JAMB If SLIDING DOOR - JAMB RATED HM DOOR - JAMB HM DOOR - JAMB 3 11-011 3"= 1'-131" 3" = 1'-0" LEE OO OO METAL DOOR FRAME BEYOND METAL DOOR --------------- DOOR SHOE `------FLASHING PER B.E. DWGS PEMKO HC ACCESSIBLE THRESHOLD —FCB CLADDING _77— 1 1 1 1 11 1 1 _777 I F FINISH FLOOR PER PLAN —SEE STRUCT. DWGS FOR DECK SUPPORT, ADJUST PER DECK HT. (7� SLIDING GLASS DOOR -SILL (,2)-- TYPICAL THRESHOLD 1-011 311 = 1 studOMENG STRAZZARA ARCHITECTURE CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 ----- - - — — ---------- - ---- -- — ----- BLDG PERMIT CORRECTIONS 1 07/14/2017 APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS DOOR DETAILS SWEET IRRUBEIi I StudOMENG STRAZZARA ARCHITECTURE CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE KEY PLAN PROJECT NUMBER 15311 ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 ----- - - — — ---------- - ---- -- — ----- BLDG PERMIT -CORRECTIONS -#lL- 07/14/2017 F.11 v v 601601.110 DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS �f 3 A 10 W N1,46-1 M A 0 in MO M�MZm o. 0 `•1 SELF -CI HINGE 3/4" PLY 3/4" PLY ATTIC ACCESS DOOR 1" = 1'-0" 1-HR FIRE PARTITION ASSEMBLY 2009 GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL NOTE: FILE NO. WP 3380 SEE SHEET G006 FOR TYPICAL FIRESTOPPING DETAILS AT THESE LOCATIONS WALL TYPE PER PLANS, SEE WALL ASSEMBLIES SHEET G005 3/4" GYPCRETE \ �— UNDERLAYMENT (0/ ACOUSTIC MAT AT -- VINYL LOCATIONS) 3/4" CDX T&G F_ —� PLYWOOD I \ FIRE BLOCKING AND ------__ / FIRE SEALANT PER DETAILS ON G006 FIRE BLOCKING AND FIRE ---- SEALANT PER F-C-2095 5/8" TYPE "X" GWB. WALL TYPE PER PLANS, SEE 1-HR FIRE FLOOR -CEILING ASSEMBLY WALL ASSEMBLIES SHEET G005 2009 GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL FILE NO, FC 5407 FIRESTOP AT TOILET -- -- --------- ---- MIN. 1/4" DIA. BEAD OF 3M FIRE BARRIER CP-25WB+ CAULK OR MPS-2 PER WALL TYPE A + PUTTY (OR EQUAL) APPLIED TO 1 HR WALL DESIGN (PARTYWALL, THE WRAP STRIP/WALL INTERFACE _ EXTERIOR CORRIDOR WALL) AND THE EXPOSED EDGE OF THE PER PLAN WRAP STRIP LAYERS.------- ------ - SEE G003 FOR ASSEMBLY DETAILS FLEXIBLE METAL \\\ DUCT MAX 4" NOM. DIA. SHEET METAL DUCT - -�- ELBOW (26 GA. MIN.) INTO ROOM/ AND (26 GA. MIN.) TO EXTERIOR. O O Q E 2" MIN. STRAP DUCT TO CENTER OF STUD EVERY 12" O.C. (26 GA. GALV. STEEL) NOTE: 1. MAX. DIA. OF PENETRATION TO BE 21-1/2" PER UL. 2. ANNULAR SPACE AT PENETRATION = MIN. 0"/ MAX. 5/8" PER UL. A TYP. FIRESTOPPING AT DUCT PENETRATION OF 1-HR WALL ASSEMBLY 1 1/2" = V-0" PLANT ON TEI GLASS Details - Bolt On Balco 1 1/2" = V-0" p" nnnv nl n Tf-% IA,nl 1 ROOF ACCESS HATCH 3" = 1'-011 1-HR FIRE PARTITION ASSEMBLY 2009 GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL FILE NO. WP 3380 FIRE BLOCKING FIRE BLOCKORAFT STOP - PROVIDE SOLID BLOCKING ABOVE TOP PLATE AT EACH FLOOR 3/4" GYPCRETE UNDERLAYMENT (0/ ACOUSTIC — MAT AT VINYL LOCATIONS) SHEATHING PER STRUCTURAL FIRE BLOCK/DRAFT STOP - PROVIDE SOLID BLOCKING AT EACH FLOOR WOOD FRAMING PER STRUCT. DWGS, SEE FLOOR PLANS FOR WALLTYPES FIRESTOP AT TUB AT PARTY WALL 1 1/2" = 1'-0" UL FC8021 BATT INS. PER SHEET G005 FRAMING PER STRU, SHEATH INTERIOR OF ATTIC ACCESS TO +1" OF INSULATION LEVEL — ----- F 1" RIGID INSULATION - ACCESS PANEL DRAW ACCESS PANEL SUN( WITH PERIMETER SCREWS TRIM AS REQUIRED FINISH CEILING 2x TUB LEDGER UL SYSTEM NO. F-C-2355 NOTE: SEE SHEET G006 FOR TYPICAL FIRESTOPPING DETAILS OR REFER TO F-C-8021 I F_ — — — I STEEL COLLAR & WRAP STRIP PER UL LISTING 1 HR FIRE CAULKING i ; I @ BATHTUB DRAIN � I 1— — — — FIRE BLOCKING 1 HR FIRE FLOOR CEILING ASSEMBLY HEIGHT OF TUB 2009 GYPSUM ASSOCIATION SURROUND FIRE RESISTANCE MANUAL FILE NO. FC 5407 NOTE: SEE SHEET G006 FOR TYPICAL FIRESTOPPING DETAILS AT THESE LOCATIONS SIM. CAULKING OR SEALANT AT SHOWER HEAD CONDITION. 1-HR FIRE PARTITION ASSEMBLY 2009 GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL FILE NO. WP 3380) FILL VOID OR CAVITY WITH 3M FIRE BARRIER CP-25WB+ CAULK OR MPS- 1 2+ PUTTY (OR EQUAL). MIN. 1/2" UL SYSTEM N0. F C 2355 DEPTH OF FILL MATERIAL APPLIED WITHIN OPENING FLUSH WITH WALL SURFACE. — ----- -- TUB AND SHOWER L y — PIPE / HEAD I TUB AND SHOWER VALVE G I BATH FIXTURES AT 1 HR WALL 1 1/2" = V-0" LINE OF EXT. WALL FINISH BEYOND 3 7/8" MAX OPEN, T & B Lax_ CAP RAIL -- - � L1.5 x 1.5 FRAME --- 3" PLATE STANCHEON,RAD. EDGE WHERE EXPOSED, TYP. GLASS M 1-HR FIRE PARTITION ASSEMBLY 2009 GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL FILE NO. WP 3380 UL SYSTEM NO. F-C-2355 J DOOR PER SCHEDULE FINISH FLOOR PER PLAN OO � PT SLAB AND RAIL \\ EMBEDS PER STRUCTURAL MTL. FLASG. OVER \ R-10 a a FOR FLASHING SEE BE DWGS PREFABRICATED METAL GUARDRAIL 2'-0" ROOF VENT 1" = 1'-011 2009 GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL GA FILE NO, FC 5120 FIRE TEST: FM FC 181 31-72 SOUND TEST: G&H OC-3MT, 10-13 71 IIC & TEST:. 173 C & P1 G&I.1 OC-3MT, 10.13.71 SEE SHEET G 1/2" RESILIENT CHANNELS AT 12" O.C. 5/8" TYPE'X' GWB BEAM PER STRUCT. \VENT AT FLOOR/CEILING 1 1/2" = V-0" GWB EXTENDS TO SHEATHING ABV @ RATED AREA SEPARATION WALLS VENT BLOCKING: 3" HOLES AT 7 1/2" O.C. (28.28 SQ. IN.) PER 24" TRUSS SPACE. SCREENED #16 MIN. NOTE: SCREENED INSIDE UL L583 LINE THE JOIST BAY W/ 5/8" TYPE'X' GWB ON FOUR SIDES OF BAY ENDS. THE NUMBER OF LAYERS OF GWB TO MATCH NUMBER OF LAYERS REQUIRED FOR THE RATED CEILING ASSEMBLY ROOF DRAIN WITH COMBINED FLASH, COLLAR & GRAVEL STOP, CONNECT TO STORM WATER SYSTEM. CLAMPING RING OVER LEAD FLASHING AND MEMBRANE PLIES EXTEND STRIPPING FELTS 4" MIN. BEYOND EDGE OF LEAD FLASHING OVERFLOW DRAIN W/COLLAR, MAX 2" ABOVE LOW POINT OF ROOF, ALIGN DRAIN PIPES INTO GEN I ER DRAIN UVEK WALL BELOW, TYP. ROOF DRAINS 1 1/2" = V-0" 1-HR FIRE FLOOR -CEILING ASSEMBLY 2009 GYPSUM ASSOCIATION LINE THE JOIST BAY W/ 5/8" TYPE'X' GWB ON FOUR SIDES FIRE RESISTANCE MANUAL OF BAY ENDS. THE NUMBER OF LAYERS OF GWB FILE NO. FC 5407 TO MATCH NUMBER OF LAYERS REQUIRED FOR THE RATED CEILING ASSEMBLY FIRE RESISTIVE CAULK AT PENETRATION VENT / EXHAUST DUCT - 1-HR FIRE FLOOR -CEILING ASSEMBLY 1/2" RESILIENT 26 GA. METAL DUCTS WHERE DUCT 2009 GYPSUM ASSOCIATION CHANNELS AT 12" O.C. PENETRATES RATED CONSTRUCTION, FIRE RESISTANCE MANUAL PER UL LISTING L583 FILE NO. FC 5407 BEAM PER STRUCT. RECESSED CAN AT FLOOR/CEILING 1 1/2" = V-0" 1 HR WALL DESIGN UL376 F_ —1 -FIRE RESISTIVE CAULK AT PENETRATION RECESSED LIGHT FIXTURE OR FAN UNIT PER MECH AND/OR ELEC DWGS (PARTYWALL, EXTERIOR \ LINE THE JOIST BAY W/ (1) CORRIDOR WALL) \ LAYER 5/8" GWB, TYPE'X' z11PER \ON 3 SIDES STRUCT �� \ WALL PER PLAN 4" 5/8" TYPE C ,1 y , 611 / 'X' GWB TYP. //101\ / LINE OF 1LL CLEARANCE, < TYP, q 00 Z_ LINE OF CABINET UPPERS SEE MECHANICAL BEYOND DRAWINGS FOR ADDITIONAL INFO. TYPICAL UNIT SOFFIT 1 1/2" = V-0" 2"X2" T.S. TOP RAIL 1 1/2"X1 1/2" T.S. INTERMEDIATE PICKETS 2"X2" T.S. BOTTOM RAIL FINISHED FLOOR SURFACE STRUCTURAL CONNECTION PER DEFERRED SUBMITTAL NOTE: RAILING DETAIL TO INDICATE DESIGN INTENT ONLY. ALL EXTERIOR GUARDRAILS SHALL BE PART OF A DEFERRED SUBMITTAL. ALL GUARDRAILS SHALL COMPLY WITH THE REQUIREMENTS INDICATED IN IBC 1013. TYPICAL GUARDRAIL 1 1/2" = V-0" WALL TYPE PER PLANS PLAN SEE SHEET G003 FOR WALL ASSEMBLY DETAILS 5-0" A.F.F. FIRE EXTINGUISH CABINET i / FIRE EXTINGUISHER \CABINET ELEVATION SEMI -RECESSED FIRE-EXTINGUISHER 1 1/2" = V-0" UNIT 2x STUDS @ 16" O.C. RAIN SCREEN 2x6 STUDS ON FURRING AND EXTERIOR 2X6 PLATES WRB PER B.E. 2x BLOCKING TYPICAL AT TOP AND BOTTOM OF CABINET ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD, TYP. 2x STUD, TYP. BEYOND SEALANT \ CLAMP / -RAIN COLLAR SEALANT a PREFINISHED MTL FLANGE PRIME SET IN MASTIC AND FASTEN z ROOF MEMBRANE FLASHING 00 0 ROOF MEMBRANE ROOF SEE ROOF ASSEMBLY SEE STRUCTURAL FOR SUPPORT CONDITION PIPE PENETRATION TYPICAL ROOF PIPE PENETRATION si EN STIAAIA ARCHITECTURE PLANNING CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC TITLE 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP KEY PLAN PROJECT NUMBER 15311 ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT CORRECTIONS #1 1 07/14/2017 APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker SHEET CONTENT `:1 1 1/2" = V-0" 1 1/2" = 1'-0" 4'-0" (N.T.S.) 1 HR Roof w/Class B roof covering no openings permitted, fire resistant treated roof sheathing TYP. ROOF ASSEMBLY, SEE G100 1-HR FIRE PARTITION ASSEMBLY 2009 GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL FILE NO. WP 5512 2 HR FIRE WALL 4'-0" (N.T.S.) SEPARATION 1 HR Roof w/Class B roof covering no openings permitted, fire resistant treated roof sheathing SECTION AT TOP OF 2 HOUR WALL 1 1 /2" = 1'-0" 1-HR FIRE PARTITION ASSEMBLY 2009 GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL FILE NO. WP 5512 UNIT SECTION AT 2 HOUR FLOORLINE 1 1 /2" = 1'-0" SEALANT PER ACOUSTIC DWGS —SOLID BLOCKING ABOVE TOP PLATE FINISH PER INTERIOR DESIGN DWGS. 2 HR FIRE PARTITION WALL, PER WALL I" t ASSEMBLIES SHEET G003 SEE STRUCT.DWGS FOR SHEAR WALL LOCATIONS 1 UNIT TYP. FLOOR ASSEMBLY SEALANT PER ACOUSTIC DWGS SOLID BLOCKING ABOVE TOP PLATE FINISH PER INTERIOR DESIGN DWGS. IV- _F -------------------------2 HR FIRE PARTITION WALL, PER WALL ASSEMBLIES SHEET G003 SEE STRUCT. DWGS FOR SHEAR UNIT WALL LOCATIONS SEAL MEET FCB AT FLOOR/WALL TRANSITION 1 1 /2" = 1'-0" SEALANT WHERE GWB WALL MEETS FLOOR (TYP) FLOOR TYPE PER PLAN CORNICE TRIM AT FCB TRANSITION 1 1 /2" = 1'-0" R PLAN L B.E. 1-HR FIRE WALL ASSEMBLY 2009 GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL FILE NO. WP 8105 THROUGH WALL FLASHING LEVEL 3 PRE-FAB. CORNICE TRIM ASSEMBLY. INSTALL PER MFR. REQUIREMENTS. WALL TYPE PER PLAN 1-HR FIRE WALL ASSEMBLY 2009 GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL FILE NO. WP 8105 EXT. WALL TYPE PER PLANS FCB PANELS PER EXT. ELEV 1X FCT ALIGN W/ FEATURES ABV & BLW AND PER ELEVATIONS FCB TRANSITION AT BRICK VENEER 3" = 1'-0" 1-HR FIRE WALL ASSEMBLY 2009 GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL FILE NO. WP 8105 METAL REVEAL; ALIGN WITH FEATURES ABV AND BLW AND PER ELEVS VERTICAL REVEAL AT FCB 3" = 1'-0" DRAINAGE CAVITY PROVIDE ADDITIONAL FRAMING AS NEEDED FOR PANEL ATTACHMENT, TYP. EXT. WALL TYPE PER PLANS 1X PT FURRING, SCREW TO STUD @ Cl FCB PANELS PER EXT. ELEV METAL 1/2" REVEAL W/'T' FLASHING STRIP PER SPECS MEW] owl 150]01&A0i1= T/lW.1%a0 ' 1 VENT HOOD - SEE BE DRAWINGS EXTERIOR SHEATHING & BUILDING PAPER, TYP. FCB PANEL TYPICAL EXTERIOR VENT PENETRATION 3" = 1'-0" 1-HR FIRE WALL ASSEMBLY 2009 GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL FILE NO. WP 8105 FCB PER EXT ELEV OUTSIDE CORNER REGLET—,,"", FCB SIDING - OUTSIDE CORNER 3" = 1'-0" EXT. WALL TYPE PER PLANS, SEE ASSEMBLY TYPES DRAINAGE CAVITY AND WATERPROOFING PER B.E. DWGS FCB PANELS PER EXT. ELEV 1-HR FIRE WALL ASSEMBLY 2009 GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL FILE NO. WP 8105 WALL TYPE PER PLANS SEALANT & BACKER ROD, TYP 1-HR FIRE WALL ASSEMBLY 2009 GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL FILE NO. WP 8105 EXTERIOR WALL TYPE PER PLANS, SEE ASSEMBLY TYPES /FRAMING PER STRUCT. -------- WRB PER B.E. DWGS FCB PER EXT ELEV EXT. WALL TYPE PER PLANS, SEE ASSEMBLY TYPES SHEATHING MAY CONTINUE THROUGH AT SHEAR WALLS, SEE STRUCT. FOR LOCATIONS FRAMING PER STRUCT. SHEATHING PER STRUCT, & WALL TYPE. PER B.E. DWGS FCB PANELS PER EXT. ELEV s uO MENG TrR ARCHITECTURE PLANNING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER iVITANRAO „ • • • 10032 EDMONDS WAY EDMONDS, WA, 98020 TITLE KEY PLAN PROJECT NUMBER 15311 ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT CORRECTIONS #1 1 07/14/2017 APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS ■_ ► Its i; `:1 FCB SIDING - INSIDE CORNER 3" = 1'-0" TYPICAL CONCRETE REVEAL 3" = 1'-0" KITCHENS RESTROOMS 24" MAX 24" MAX REF WITH TOP FREEZER REF WITH BOTTOM FREEZER LAVATORY CLEARANCES -SIDE VIEW CLEARANCES I WALL -HUNG LAVATORY OR WALL -HUNG LAVATORY OR WALL -HUNG LAVATORY OR ■ VANITY W/ REMOVABLE /// VANITY W/ REMOVABLE � VANITY W/ REMOVABLE II'4�1 REF REF REF REF 24" MIN CABINET 24" MIN, CABINET 24" MIN, CABINET Tr A ZARA REMOVABLE CABINETS: PIPE PROTECTION - _ ARCHITECTURE PER ICC 1003,12.4.1 & 1003.11,22 CENTERLINE OF o CENTERLINE CLEAR FLOOR CLEAR FLOOR OF o 0 0 cn cn_ (3•LAP�NIN REQUIRES THE FOLLOWING: THE 5'-1 CABINETRY MUST BE ABLE TO BE z ` z CON5ULTING SPACE -- SPACE � - - � 5'-0" REMOVED WITHOUT REMOVAL OR � REPLACEMENT OF THE SINK OR g 1'-0" 3'-0" 1'-1 \ LAVATORY, THE FLOOR FINISH MUST z J EXTEND UNDER THE CABINETRY & THE N g 48" 48" 48 WALLS BEHIND THE SURROUNDING m - - CABINETRY MUST BE FINISHED. EQ EQ EQ EQ EQ KNEE CLEARANCE / 48' � REF WITH TOP FREEZER REF WITH BOTTOM FREEZER ----------------------- 48 EQ TOE CLEARANCE' MIN 8" MIN \ \ 2001 WESTERN AVE SUITE 200 ------------------ - �+ 30"MIN 1:;0' MIN 17" MIN F_ Seattle, WA USA 98101 TYPE A UNITS - CLEAR FLOOR SPACE AT REFRIGERATOR/FREEZER a3' PE B UNITS - CLEAR FLOOR SPACE AT REFRIGERATOR/FREEZER LAVATORY CLEARANCES - SIDEVIEW 2 CLEAR FLOOR SPACE AT LAVATORY UNITTYPE ABATHROOM UNIT TYPES - OPTIONAANDOPTIONBBATHROOM ANSI FIGURE1003.11.2.4 � 206 587 3797 tel �4 i 206 587 0588 (A) CIRCULAR (B) T-SHAPED www.studioms.com 30" WIDE WORK SURFACE O O O O CLEAR WIDTH OF AN ACCESSIBLE ROUTE - (36 �� J \ 0 �1 WALL -HUNG LAVATORY 6"-18" 16"-18" 18" MIN OR VANITY W/ FIXED OR REMOVABLE CABINET - ACCESSIBLE ROUTE PROVIDE BLOCKING IN INDICATOR LINE O N O EN WALL FOR FUTURE REFERENCE CODE O\ ;O D OR D OR \ O INSTALLATION OF GRAB / SUMMARY SHEETS FOR \ \ BARS j EXTENT OF ROUTE 24 _L MAX I EQ EQ `\ , EQ EO z = z U Q O 48" 48" C \ U w CZ 5 (A) COOKTOP AND RANGE TOP ACCESS EQ EQ B) OVEN ACCESS (A) COOKTOP AND RANGE TOP ACCESS EQ EQ a / Q O O �- -- (B) OVEN ACCESS O ~ 7 APPROACH A WATER CLOSET LOCATION TYPE AUNITS -CLEAR FLOOR SPACE AT RANGE AND OVEN - 48 TYPE BUNITS -CLEAR FLOOR SPACE AT RANGE AND OVEN 4s AP U 60" MIN APPROACH J z (B MINIMUM CLEARANCE 60" MIN (C) LAVATORY OVERLAP EXCEPTION (D) WATER CLOSET HEIGHT < O Q Q Uw w w TYPE A UNITS - CLEARANCE AT WATER CLOSETS � W ° o o Q z Q z $ 1 -- - — - - - ANSI FIGURE1003.11.2.4 2- Z � W W----------------------- ----------- J �o M<n cco �z QUO QUO Z Ja- J� Fff T Ut ` � `� CLEAR WIDTH OF AN ACCESSIBLE ROUTE KITCHEN SINK WITH REMOVABLE \ MIN �37------------ - -- - -- -------- ------ CABINET WALL -HUNG LAVATORY WALL -HUNG LAVATORY 8 OR VANITY W/ FIXED OR 6"-18" 18"MIN OR VANITY W/ FIXED OR 8" 42' MIN 15" REMOVABLE CABINET REMOVABLE CABINET PROVIDE BLOCKING IN MIN (FORWARD APPROACH ONLY) EQ EQ (PARALLEL APPROACH) WALL FOR FUTURE INSTALLATION OF GRAB / EQ EQ 48 BARS j / ----------- 30" 3"' 32" MIN MIN. TYPE AUNITS -CLEAR FLOOR SPACE AT SINK TYPE B UNITS -CLEAR FLOOR SPACE AT SINK DOORWAYS WITHOUT DOORS POCKET OR SLIDING DOOR Q Q Q CLIENT/OWNER 0 a a a 0 Westgate Vi I lage O APPROACH o DW 1=-0 -- I b 9 DW -48"MIN------------ APPROACH O (A) WATER CLOSET LOCATION (A) PARALLEL OR FORWARD APPROACH u \ (C} FORWARD APPROACH L L (B) PARALLEL APPROACH 48" MIN DW DW ` DOOR DOPR 32" 32" \ ANSI SECTION 1003,12.4.1 TYPE B UNITS CLEARANCE AT WATER CLOSETS - OPTION A AND OPTION B BATHROOMS - - MIN. MIN. _ �12 HINGED DOOR BIFOLD DOOR TITLE CLEAR WIDTH OF DOORWAYS 38 Westgate EQ EQ EQ EQ _ PROVIDE BLOCKING IN 60 7YP 48" 48" WALL FOR FUTURE 6„ 6" MAX 54" MIN — -------------------- INSTALLATION OF GRAB 43 TYP 36" MIN Edmonds TYPE A UNITS - CLEAR FLOOR SPACE AT DISHWASHER TYPE B UNITS - CLEAR FLOOR SPACE AT DISHWASHER BARS 48" TYP BAR : VERTICAL IN ' 39 4 14 5 MIN MIN BAR REQUIRED IR E L GRAB 2' 24" 48" BATHROOMS BUT IS z 12" MAX NOT REQUIRED IN TYPE A B) 20"-25" MAX OR B UNITS (A) 20" MAX ----------------- 10032 EDMONDS WAY 40" MIN (� EDMONDS, WA, 98020 --------------------------- FACE OF APPLIANCES 36" MIN IF PART OF T- 34" MIN IF PART OF T- OR COUNTERS SHAPED TURNING SHAPED TURNING o 2'-6�, 2-6` z m - (EXCLUDING HANDLES) SPACE PER SECTION S MIN SPACE PER SECTION S MIN - x x O Q Q STAMP O 304.3.2 AND 1003.3.2 304.3.2 AND 1003.3.2 v CLEAR SPACE PER .- T = z = z 40"MIN ACCESSIBLE WORK SURFACE ICC 1003.12.3 REF REQUIRED AT TYPE A UNITS PER ICC n6181 t I OTOILET PAPER HOLDER REGISTERED �� 1003.12.3 '- m 40' MIN TYPE A AND TYPE B UNITS - OPTION A AND OPTION B BATHROOMS - BLOCKING FOR WATER CLOSET GRAB BARS GRAB BARS AT WATER CLOSETS ARC T - ------_ - w 106 -------.._ _------------------------------_ - _ ---- -- ---------- _________-------------------------- — - 0�7------------- - ------------------ (0- -- UNOBSTRUCTED (A & B) OBSTRUCTED ' - N FORWARD REACH REQUIREMENTS FINISHED FLOOR FINISHED FLOOR '�� -- - - ----STATELESS AZ TOni' OF TYPE A WORK SURFACE DTYPE A AND TYPE B UNITS - MINIMUM KITCHEN CLEARANCES TYPE A AND TYPE B UNITS -KITCHEN SINK KITCHEN — 22 -- — - — 23 — 60" R.O. BACK WALL PROVIDE BLOCKING IN ---- -------------- WALLFORFUTURE 0 MAX 30 30" KEY PLAN LAUNDRY INSTALLATION OF GRAB F BARS � HEAD END CONTROL END 1 mWALL WALL (B) 24° MAX --------------- -------------------------------------------------- - NOTE CONTROLS AT FRONT OF UNIT, U z WALL -HUNG WITHIN STANDARD _ UNOBSTRUCTED REACH LAVATORY OR 0- o NOT REPRODUCTIONS OF THE ANSI MANUAL. REFER TO THE ANSI MANUAL \ \ TQP FRQNT RANGE (15" MIN. TO 48" MAX. AFF) VANITY W/ LOA ING LOA ING REMOVABLE CABINET---' a FOR COMPLETE INFORMATION AND REQUIREMENTS. L � z � z 60 MIN \., ------ _ ❑oon noon o \ TYPE A UNITS - CLEARANCE AT TUBS WITHOUT PERMANENT SEAT O �2U - -- — - - UNOBSTRUCTED O - - a(A & B) OBSTRUCTED FF SIDE REACH REQUIREMENTS 40 30" X 48" CLEAR FLOOR SPACE FOR TOP LOADING FRONT LOADING PARALLEL APPROACH TO EACH APPLIANCE PER SECTION 1002.10 - COMPLY AND COMMON USE LAUNDRY EQUIP. SHALL COMPLY WITH ANSI 611 TYPE A AND TYPE B UNITS - TYPE A AND TYPE B UNITS - PROVIDE BLOCKING IN 60" R.O. 60" R.O. 60" R.O. 6 LAUND. CLOSET �27\ HEIGHT OF LAUNDRY EQUIP. WALL FOR FUTURE BACK WALL BACK WALL BACK WALL INSTALLATION FAM OF GRAB BARS HEAD END CONTROL HEAD END CONTROL 0 HEAD END CONTROL mWALL END WALL m WALL END WALL 0 WALL END WALL PULL SIDE APPROACH PUSH SIDE APPROACH � � F - ----- - --- O MOUNTING HEIGHTS WALL HUNG � ` Q � ¢ LAVATORY OR \ O a o WALL -HUNG O� � b z VANITY W/ Q LAVATORY OR o M g 4 E R ED PROJECT NUMBER REMOVABLE VANITY W/ ) --- � o \ a CABINET REMOVABLE TOILET TP CABINET \ 15 311 1. WALL MOUNTED DEVICES SHALL NOT EXTEND MORE LAVATORY - -- - THAN 4" BEYOND WALL SURFACE WHEN LOCATED BELOW SND 60" MIN COMPLYING 48 MIN \ 32" --- A)PARALLELAPPROACH WITH SECTION BPARALLELAPPROACH APPROACH FORWARD APPROACH cc MIN. TB S D 004.113.1.3.1 O OO �� 60" MIN O TPD____________ TYPE B UNITS - OPTION A BATHROOMS - CLEARANCE AT TUBS MIN. 0 X-12" MIN WHEN DOOR ISSUED FOR: DATE: FRONT APPROACH u HAS CLOSER & LATCH - - -- 0 24 o q N = 4� BUILDING PERMIT SET 03/17/2017 [j]-- -- — �' `' "' "' co `' � BLDG PERMIT CORRECTIONS #1 1 07/14/2017 co N O ------ --------------------- ------------- --------------------- ------ ------------------- -------------------------. ------------------------- MIRRORANDO O S F_ _J = _J = O O W I- L j----------- ---------------------------------------- --------------------------------------------------- ------------------------------ ROBE TOWEL BAR HAND SEAT PAPER SANITARY TOILET SOAP TOILET X F U LL CO LL CO X ~ � Z_ O � 60" R.O. HOOK TOWEL COVER TOWEL NAPKIN PAPER DISPENSER PARTITION SHELF Q LL H XQ O Q _5 Q O Q Q LL () m () PROVIDE BLOCKING IN EQ EQ BAR DISPENSER DISPENSER DISPENSER DISPENSER � O J � - J - � O O LL- O WALL FOR FUTURE BACK WALL J00 _I (q = U � � = U ED 3 J � In O � INSTALLATION OF GRAB SHOWER HEAD _ ---- --- --- ---- d' U � O � O � � BARS � � M o PULL SIDE PUSH SIDE 54" -- --- ---- --- I 0 HEAD END CONTROLEND ° Q § WALL WALL SHOWER _ _ ` ` CT MH RH S = SWITCH SOCKET ABOVE COUNTER FIRE ALARM STATION FINISHED FLOOR m ROD - a \ a O 0 \ O 0 O\\ -- --- ----- --- w Q Q a DF 0 _ _ - - - FSS Q O z o w 0 } -- Q Q �_ z Q 12" MAX TO EDGE OF SOCKET w co---- --- ------------------------ -------------------- ----------- ---- - o o -- - a o Q U O M v c -- N - , --- CONTROLS OFF CENTER PER ICC 607.5 O 32" ----------------------------------------------------- - - _ _ o � Q LAVATORY MIN. L9 - FSK d CABINET LOWERS � w _ COMPLYING WITH O -- NN 0 - 00 48 MIN ------- - 11004.1SECT 013.1.3.1 h� O r CABINET UPPERS w A) PARALLEL APPROACH............. MIN. w APPROVAL BY: CHANGING SHOWER FOLDING DRINKING MOP FLOOR SINK CLOSET ADA OUTLET HEIGHT - SEE TYP. HINGE APPROACH TABLE CURTAIN SHOWER FOUNTAIN HOLDER ROD AND SHOWER OUTLET DIAGRAM TYPE B UNITS - OPTION B BATHROOMS - CLEARANCE AT TUBS TYPE A AND TYPE B UNITS - OPTION A AND OPTION B BATHROOMS - LOCATION OF CONTROLS X-36" MIN WHEN Y=60' Y=48" IF DOOR HAS BOTH ROD SEAT SHELF CORNER (PLAN VIEW) CORNER (ELEVATION VIEW)28 29 42 X=42" MIN WHEN Y=54" TO 60" LATCH AND CLOSER - DRAWN BY: Author �TOILET ROOM ACCESSORY MOUNTING HEIGHTS CLEARANCE AT OUTLETS/SWITCHES IN CORNERS OVER CABINET LOWERS CHECKED BY: Checker 30 31 SHEET CONTENTS PROVIDE BLOCKING IN 60" WALL FOR FUTURE PROVIDE BLOCKING IN FOR BRAILLE MOUNTING EQ EQ EQ EQ WALL FOR FUTURE NOTE: FEC MAY NOT FULL LENGTH OF TUB IMINSTALLATION OF GRAB BARS 60" INSTALLATION OF GRAB BARS PROJECT MORE THAN HEIGHT, SEE SECTION 703.4WALL TYPE PER PLANS, 12 PULL SIDE PUSH SIDE 4" FROM MOUNTING - (48" MIN TO BASE LINE OF SEE WALL ASSEMBLIES BRAILLE CELL) RODWER MIN SURFACE o SHEET G005 FOR DETAILS SIG(X) SHOWER HEAD 8 SHOWER SHOWER HEAD 4" MAX FEC CONTINUES BLOCKING t ROD 2' Max 2'-0"MIN 2'-0^ MAx CCESSIBILITY CD -- - - - - STRUCTURAL FOR GRAB BAR U -z r PANELS PER 0 2° M �� a - STRUCTURAL N 2 0 MIN 24 CLEARANCES rn GRAB BAR ,1 - 0 O _ \ CONTROLS OFF- w d �-, ---- w - - ------ L o 0 1 LAYER 5/8" CONTROLS ® 32 GWB TYPE X FINISH PER CENTER PER ICC 607.5 -- OFF -CENTER o 32 - --------i MIN T SHEET NUMB R PER ICC 607.5 MIN. ' SCHED. m ° Lj ILY=54" MIN IF DOOR HAS CLOSER Y=48"MIN IF DOOR HAS I LATCH APPROACH CLOSER FEC HORN/STROBE STROBES THERMOSTAT/ ROOM FOOT BACK HEAD FOOT BACK HEAD FIREALARM BARAILGLO TYPE A AND TYPE B UNITS - OPTION A AND OPTION B BATHROOMS - BLOCKING FOR TUB GRAB BARS FOR BATHTUBS WITHOUT PERMANENT SEATS MANEUVERING CLEARANCES AT SWINGING DOORS - WALL MOUNTED DEVICES AND APPLIANCES TYPICAL GRAB BAR DETAIL ANSI SECTION 404.2.3 zi� A900 32 1 1 /2" = 1'-0" O 34 J `�3 stuff CMENG STRAZZARA ARCHITECTURE "'."N' CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE STAMP KEY PLAN 15311_ ISSUED FOR: DATE: BUILDING PERMIT SUBMITTAL 93.29.17 BLDG PERMIT CORRECTIONsA v 06.XX. 17 DRAWN BY: Author CHECKED BY: Checker "I" Ire I "I wk� Aj- I_[eftw.�913I��i'1 F '•11INLO' 24" 30" 15" 30" 15" 24" 0 0 DW OVEN REF PAN O 6 - O O l 2 L - J A901 O ENLARGED KITCHEN A PLAN 1 /2" = 1'-0" I I L........................................ ..J ENLARGED KITCHEN B -PLAN 1 /2" = 1'-0" L- - --- - - 9 � O i L ENLARGED KITCHEN C -PLAN 1 /2" = 1'-0" F � Mal TYPE B TYPE B v 00 /Z ` ' ` MICROHO D ` v 00 REF. -------------- v PAN. - — - -------------- 0 0 0 0 o O _ o OVEN ` C, DW ILI I ENLARGED KITCHEN A - ELEVATION 1 /2" = 1'-0" 27" 24" T� r_jL REF 00 co o a 27" LEVEL 2� - 329' - 0" ENLARGED KITCHEN B- ELEVATION 1 1 /2" = 1'-0" TYPE B 18" 24" 15" 30" 15" 24" LEVEL 2 329' - 0" TYPE B 0 ��0 REFR OVEN v r) 15" 39" ENLARGED KITCHEN C - ELEVATION 1 1 /2" = 1'-0" 15" 30" 15" 25" / ,II co1 T7- T \ 00 REFR PAN / _ O O 0 -0 / OVEN M / 15" 15" 18" �_21 " 30" 18" II , 0 M ICROHOO OVEN M XQ --------- --------------------------- __ -LEVEL 2� 329' - 0" 21" 18" 30" 15" CD M LEVEL 2_&-� 329' - 0" ENLARGED KITCHEN B - ELEVATION 2 ENLARGED KITCHEN B - ELEVATION 3 1 /2" = 1'-0" TYPE B 1 /2" = 1'-0" TYPE B _EVEL 2 329' - 0" LEVEL 2 � 329' - 0" V TYPE B CV CD 0 �� r 36" ENLARGED KITCHEN C - ELEVATION 2 1 /2" = 1'-0" L0 JG.7 - 0" LEVEL 329' - 0" O/ TYPE B O O" MENG STRAZZARA ARC'MTECTURE. 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP KEY PLAN PROJECT NUMBER 15311 ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 BLDG PERMIT CORRECTIONS #1 1 07/14/2017 APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker SHEET CONTENTS ENLARGED UNIT KITCHEN PLANS & I*] ■. __ __. ,. �� � __. 1. ENLARGED KITCHEN D PLAN 1 /2" = 1'-0" TYPE B KITCHEN D - ELEVATION 1 1 /2" = 1'-0" TYPE B KITCHEN D ELEVATION 2 1 /2" = 1'-0" TYPE B oil i FAAAIRKIVL ENLARGED BATH A- PLAN k --�) 1/211 = 1 1-011 1/2" = 1 1-011 ENLARGED BATH C PLAN 1/2" = 11-091 I IFFM ENLARGED BATH B----,--ELEVATION --1 1/2" = 1 1-011 ENLARGED BATH C - ELEVATION 1 1/2" = 11-011 LEVEL 2 329'- 0" ...... LEVEL 2 329'- 0" ENLARGED BATH B - ELEVATION 2 1/2" = 11-011 ENLARGED BATH C - ELEVATION 2 1/2" = 11-011 LEVEL 2 329'- 0" LEVEL4 — I L 349 -O—'-5� StudoMENG STRAZZARA ARCHITECTURE CON5ULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 an TITLE KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 ----- - - — — ---------- - ---- -- — ----- BLDG PERMIT -CORRECTIONS -#lL- 07/14/2017 F.11 v v 601601.110 DRAWN BY: AW, AZ CHECKED BY: CID, AB SHEET CONTENTS ENLARGED UNIT -"ATHROOM PLANS & ELEVATIONS FAMI Vk 'I ra ke It 30" MIN -I---- - — — — — — — - ---- --- - - -- ----- ----- REF 1 PAN DW OOVEN 0 ry < I w —30"X24" OPEN WORK SURFACE CD ----- ---- ---- ---- -- A90 3) ENLARGED KITCHEN APLAN ADA 1/211 1'-0" ADA KITCHEN NEW 1/2" = 1'-0" MIN MIN MIN BATHROOM ADA A 1/2" = 1'-0" TYPE A OPEN WORK SURFACE TYPE A Z 00 0 cy) 24' 30" 151, 30" 30" 24" LLJ i-LLLLLLJ I L____j ICROHOOD -------------------- - - ------- ------- ------ \L ------- 54 3/4" — 15" OVEN OPEN 80 `-----REMOVABLE CABINETRY UNDER SINK ENLARGED KITCHEN A ADA ELEVATION 1/211 1'-0" 15" 1 1/ 30" 15" L/ 24" L/ 15" 15" / ----------- - - ----------- 4 ------ ADAKITCHEN ELEVATION 1 1/2" = 1'-0" LREMOVABLE CABINETRY UNDER SINK ADA BATHROOM A ELEVATION 1 TYPE A 1/211 = 1'-0" I v\ I u,mLju- - \ 30" 121, --------------- - - - ------------------------ ------ — ---- ENLARGED BATH B ADA ELEVATION 1 1/2" = 1'-0" V: 4 \ \ PAN.� 7 - �1_ 8" OPEN WORK SURFACE -LEVEL 4 18" 349- 0" LEVEL 2 — �L 329'- �O� LEVEL 329'_ 0 TYPE A TYPE A LEVEL 2_&� 329'- 0" OU----------------------------------------- DW LEVEL 4 30" 36" 349'- 0" 30"X24" CLEAR WORK SURFACE REMOVABLE CABINETRY UNDER SINK ADA KITCHEN 1'-0" BATHROOM ADA A ELEVATION 2 1/2" = 1'-0" LEVEL2 3 L —9 - O� LEVEL 2 32-91 TYPE A ENLARGED KITCHEN B ADA PLAN 1/211 = 1'-0" ENLARGED KITCHEN B ADA ELEVATION 1 1/2" = 1'-0" 30" 30" L 30"X24" WORK SURFACE ENLARGED KITCHEN B ADA ELEVATION 2 1/2" = 1'-0" 27" 24" TYPE A 30"X24" WORK SURFACE -EVEL 3 3391 - 01f_�::F TYPE A _EVEL 3 0" 05� o co _EVEL 3 _A_ 339'- 0" TYPE A studOMENG STRAZZARA ARCHITECTURE PLANN:NG CON5ULT ING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP KEY PLAN PROJECT NUMBER 15311_ ISSUED FOR: DATE: BUILDING PERMIT SET 03/17/2017 ----- - - — — ---------- - ---- -- BLDG PERMIT -CORRECTIONS -#lL- APPROVAL BY: DRAWN BY: Author CHECKED BY: Checker • M1 road►EXIM0.100 ENLARGED BATH B ADA 1/2" = 1'-0" TYPE A TYPE A ENLARGED BATH ADA B ELEVATION 2 1/2" = 1'-0" TYPE A ENLARGED KITCHEN B ADA ELEVATION 3 1/2" = 1'-0" TYPE TYPE A we][11IN CRITERA I. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). 2. DESIGN LOADING CRITERIA ROOF SNOW LOAD ......................... 25 P5F FLOOR LIVE LOAD (RESIDENTIAL) . .............. . 40 P5F FLOOR LIVE LOAD (EXTERIOR DECKS AND BALCONIES) 60 P5F FLOOR LIVE LOAD (RETAIL AND AMENITY AREAS) . ... 100 P5F OR 1,000 L55. FLOOR LIVE LOAD (PARKING) . . . . . . . . . . . . . . . . . . . 40 P5F OR 3,000 L55. FLOOR LIVE LOAD (LIGHT STORAGE) . ............ . 125 P5F STAIR AND EXIT LIVE LOAD . ................. . 100 P5F GUARDRAILS/BALCONY RAILS . ................ . 50 PLF OR 200 L55. MECHANICAL UNITS . ....................... . WEIGHTS FURNISHED BY MANUFACTURER WIND. ........ . ANALY515 PROCEDURE: ASGE 7-10 CH. 21 "DIRECTIONAL PROCEDURE - PART I" . ........... . RISK CATEGORY II . ........... . 110 MPH . . . . . . . . . . . . . EXPOSURE 11511 . . . . . . . . . . . . . TOPOGRAPHIC FACTOR Kzt = 1.00 .......... . WIND BASE SHEAR, NORTH/SOUTH (BASE OF STRUCTURE) V = 146 K . . . WIND BASE SHEAR, EAST/WEST (BASE OF STRUCTURE) Vw 4, 106 K GLADD I NG / WINDOW DE51 GN PRESSURE (MAX.) ........ 32 P5F ROOFING DESIGN PRE55URE NOT AT A CORNER (MAX.) . ... 41 P5F ROOFING DE51 GN PRF-55URE AT CORNER (MAX.) ........ 61 P5F THE DE51 GN WIND PRESSURES L 15TED ABOVE ARE INWARD OR OUTWARD AND ARE BASED ON AN EFFECTIVE WIND AREA OF 10 SQUARE FEET NEAR A BUILDING CORNER, U.O.N. CORNER AND OTHER ZONES ARE DEFINED BY FIGURE 50.5-1 IN ASCE 7-10. REDUCED DESIGN PRESSURES MAY BE CALCULATED USING ASCE 7. NOTE THAT THE DESIGN WIND PRESSURES NOTED ABOVE ARE ULTIMATE VALUES PER THE 2015 IBC AND SHALL BE MULTIPLIED BY 0.6 FOR ALLOWABLE 5TRE55 DESIGN. SEISMIC . . SEISMIC ANALY515 PROCEDURE: ASCE 1-10 CH. 12 "EQUIVALENT LATERAL FORGE PROCEDURE" . . . . . . . . SEISMIC DESIGN CATEGORY (500) = D . ...... . R15K CATEGORY = II . ...... . SEISMIC 51TE CLASS = D . ...... . IMPORTANCE FACTOR le = 1.0 . ...... . MAPPED MCE 5s = 1.263; 5, = 0.414 . ...... . DESIGN ACCELERATION 5ds = 0.542; 5d, = 0.416 . ...... . SEISMIC RESISTING SYSTEM: WOOD PANEL BEARING SHEAR WALL5, R = 6.5 . ...... . SPECIAL REINFORCED CONCRETE SHEAR WALL5, R = 5.0 . ...... . SEISMIC BASE SHEAR (WOOD STRUCTURE) Vs = 2Q0 K . ...... . SEISMIC BASE SHEAR (BASE OF STRUCTURE) Vs = 1,110 K SEE PLANS FOR ADDITIONAL LOADING CRITERIA. 3. LATERAL LOADS ARE TRANSFERRED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE SHEAR WALL5. MOMENTS, SHEARS AND ROTATIONAL FORGES ARE BASED ON THE RIGIDITY OF EACH SHEAR WALL AND ARE CARRIED BY THE SHEAR WALL5 TO THE FOUNDATION. 4. STRUCTURAL DRAWIN65 SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWIN65 FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TEGHNIQUE5, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THEIR WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE 51TE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 1. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY TH15 REQUIREMENT. 8. DRAWIN65 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF 51 M I LAR CHARACTER TO DETAILS SHOWN, 51 M I LAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. WHERE INFORMATION ON THE DRAWIN65 15 IN CONFLICT WITH THE SPECIFICATIONS, THE MORE STRINGENT SHALL APPLY, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWIN65. a. ALL STRUCTURAL SYSTEMS WHICH ARE COMPOSED OF FIELD ERECTED COMPONENTS SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWIN65 FOR REINFORCING STEEL (FOR BOTH CONCRETE AND MA50NRY CONSTRUCTION), PT TENDONS, STUD RAILS, STRUCTURAL STEEL, METAL DECKING, GLUED LAMINATED MEMBERS, PLYWOOD WEB JOISTS, CONTINUOUS ROD HOLOOWN SYSTEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWIN65 OF AT LEAST 1/8" = 1' 0" SCALE INDICATING LOCATIONS OF CONNECTION EMBEOMENTS AND WALL OPENINGS FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH REINFORCEMENT SHOP DRAWI NG5. II. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWIN65 PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWIN65 FOR CONFORMANCE WITH THE MEANS, METHODS, TEGHNIQUE5, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS I NG I DENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. A MINIMUM OF TWO WEEK5 SHALL BE ALLOWED FOR REVIEW. 12. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURP05E OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWING5 AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 13.. 5PEG I AL INSPECTION: SHALL BE SUPERVISED BY A QUALIFIED TESTING AGENCY DE51 GNATED BY THE OWNER IN ACCORDANCE WITH SECTION 1104 $ 1105 OF THE IBC, THE PROJECT SPECIFICATIONS, AND THE SPECIAL INSPECTION SCHEDULE AT THE END OF THE STRUCTURAL NOTES. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND THE BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEET . PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) 4. EXTERIOR CLADDING PANELS, GLAZING SYSTEMS, AND CONNECTIONS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE LOADS AND CONDITIONS SHOWN ON THE STRUCTURAL DRAWI NG5. MANUFACTURER SHALL SUBMIT DETAIL DRAWING5 AND CALCULATIONS BEARING THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, 5TATE OF WASHINGTON. MANUFACTURER'S ENGINEER SHALL BE RESPONSIBLE FOR DESIGN, CODE CONFORMANCE, AND CONNECTION OF EXTERIOR GLADD I NG PANELS TO BASIC STRUCTURE. ENG 1 NEER OF RECORD TAKES NO RE5PON51 B I L I TY FOR PRODUCT DESIGN, MANUFACTURE, DELIVERY AND HANDLING, OR CONNECTION TO BASIC STRUCTURE. SHOP DRAWINGS SHALL BEAR THE REVIEW STAMP OF THE DESIGNING ENGINEER'S FIRM PRIOR TO REVIEW BY THE ENGINEER OF RECORD. ALL NECESSARY BRACING, TIES, ANCHORAGE, DISTRIBUTION MEMBERS, AND 51 MI LAR ELEMENTS SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH SUBMITTED DRAWING5 AND CALCULATIONS. 5. MECHANICAL UNIT GONNEGTIONS TO THE BUILDING SHALL BE DESIGNED BY THE MANUFACTURER FOR THE DESIGN CRITERIA AND GONOITIONS SHOWN ON THE STRUCTURAL DRAWING5. MANUFACTURER SHALL SUBMIT DETAIL DRAWING5 AND GALGULATIONS, BOTH OF WHIGH BEAR THE STAMP AND 51 GNATURE OF A REG 15TERED PROFE55I ONAL ENGINEER, STATE OF WASH I NGTON. MANUFACTURER'S ENGINEER SHALL BE RESPONSIBLE FOR DESIGN, GODS CONFORMANCE, AND GONNEGTION OF THE UNIT TO THE BA51 G STRUCTURE. ALL NEGE55ARY BRAG I NG, TIES, ANCHORAGE, D 15TRI BUTI ON MEMBERS, AND 51MILAR ELEMENTS SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH SUBMITTED DRAWING5 AND CALCULATIONS. c OTBcw1c L 6. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE GEOTECHNICAL REPORT OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. FOOTINGS SHALL BEAR ON 50L I D UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST IS" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRA( TOR IN THE FIELD WORKING WITH THE TESTING LAB AND GEOTECHNICAL ENGINEER. UNLESS OTHERWISE NOTED, FOOTINC75 SHALL BE CENTERED UNDER COLUMNS OR WALL5 ABOVE. BA( KFILL BEHIND ALL RETAINING WALL5 WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE A5 NOTED IN THE GEOTECHN I GAL REPORT. THE STRUCTURAL DESIGN 15 BASED ON THE FOLLOWING VALUES FROM THE REFERENCED ALLOWABLE 501L BEARING PRESSURE AT BASEMENT LEVEL (WHERE NOTED ON PLAN) . 6,000 P5F #f LA`fA � 1�� SIJ � ro .. T � I�T % J�I R I I ) .tr ..tr u . P-6 �*�GF SEISMIC SURCHARGE PRE55URE . .................. . 6H PA551 VE 501 L PRE55URE . ....................... . 350 �PGF (INCL. S.F. OF 1.5) SOIL COEFFICIENT OF FRICTION . .... ............ 0.5 (INCL. S.F. OF 1.5) 501 L DEN51 TY . .............................. . 120 TRAFFIC SURCHARGE . ......................... . 80 P5F ANGEO, INC. DATED SEPTEMBER 11, 2016. MEMO BY PANGEO, INC. DATED JUNE 23, 2011 1. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH AGI 301. CONSTRUCTION TOLERANCES SHALL NOT EXCEED THOSE LISTED IN AGI 111. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE A5 FOLLOWS: TYPE OF 28 DAY MAXIMUM MINIMUM CEMENT MAX. CONSTRUCTION STRENGTH (f'c) SLUMP CONTENT PER GUBIG YARD AGGREGATE 51ZE A. FOOTINGS, 5,000 P51 5" 5-1/2 SACKS 1-1/4" 5LAB5-ON-GRADE, TOPPING SLABS B. ALL STRUCTURAL 4,000 P51 4" 6-1/2 SACKS 3/4" CONCRETE EXCEPT WALL5 AND COLUMNS C. CONCRETE WALL5 4,000 P51 5" 6-1/2 SACKS 3/4" D. CONCRETE COLUMNS 5,000 P51 6" 6-1/2 SACKS 3/4" E. P05T-TEN5IONED SEE THE P05T-TEN510NED CONCRETE SECTION OF THESE NOTES SLABS MIXES SHALL BE PROPORTIONED 50 AS NOT TO EXCEED THE MAXIMUM SLUMPS INDICATED (BEFORE THE ADDITION OF ADMIXTURES). THE WATER/CEMENT RATIO SHALL NOT EXCEED 0.55 FOR FOOTINGS AND 0.45 FOR ALL 5LA55 AND EXP05ED CONCRETE UNLE55 OTHERWISE NOTED. THE MINIMUM AMOUNT OF CEMENT AND THE MAXIMUM SLUMP MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX 15 SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEK5 PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, GEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER/CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING 5TRENGTH DATA IN ACCORDANCE WITH AGI 301. CHEMICAL ADMIXTURES AND FLY ASH SHALL CONFORM TO ASTM C4Q4 AND C618 RESPECTIVELY. FLY ASH PERCENTAGE OF TOTAL GEMENTITIOUS MATERIAL SHALL NOT EXCEED 20% . THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE C05T OF WHICH SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. REVIEW OF MIX SUBMITTALS BY THE ENG I NEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY TO CONTRACT DOCUMENTS. CONTRACTOR MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXP05ED TO STANDING WATER SHALL BE AIR ENTRAINED WITH AN AIR ENTRAINING AGENT CONFORMING TO ASTM 0260. TOTAL AIR CONTENT FOR FR05T-RE515TANT CONCRETE SHALL BE IN ACCORDANCE WITH AGI 315-14 TABLE IQ.3.3.1. ALL CONCRETE TO RECEIVE A STEEL TROWELED FIN15H SHALL NOT BE AIR -ENTRAINED. CONCRETE USED FOR ELEVATED SLABS SHALL HAVE A SHRINKAGE LIMIT OF 0.035 PERCENT AT 28 DAYS AS TESTED BY ASTM C151. IF TESTING 15 NOT PERFORMED, THE WATER CONTENT OF THE MIX SHALL NOT EXCEED 235 LB./GU. YO OF CONCRETE. 8. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT 51), GRADE 60, fy = 60,000 PSI. a. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AGI 515 AND 518. LAP ALL REINFORCEMENTS IN ACCORDANCE WITH "THE REINFORCING 5PL I GE AND DEVELOPMENT LENGTH SGHEOULE." PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSEGTIONS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLE55 SPECIFICALLY 50 DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. NO REINFORCING BARS SHALL BE "WET -SET" INTO THE CONCRETE. PROVIDE A 20' LONG REBAR GROUND (UFER GROUND) PER ELECTRICIAN. 20. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE A5 FOLLOWS: C FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXP05ED TO EARTH. 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALL5 BELOW GROUND) OR WEATHER . . . . . . . . . . . . 2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS .................................... . I-I/2" 5LA55 AND WALL5 (INTERIOR FACE) ............................................ . 1" P 21. CONCRETE WALL REINFORCING --PROVIDE THE FOLLOWING UNLE55 DETAILED OTHERWISE: INSERTS: FOR SUSPENDED MECHANICAL, ELECTRICAL, AND ARCHITECTURAL WORK SHALL BE CAST- I N-PLACE. IF ADDITIONAL FASTENERS ARE REQUIRED, POWER DRIVEN FASTENERS WILL BE PERMITTED ONLY WHERE IT CAN BE SHOWN THAT THE INSERTS WILL NOT SPALL THE CONCRETE AND ARE LOCATED 50 AS TO AVOID DAMAGING THE TENDONS. STUD RAILS A5 MANUFACTURED BY "DECON" OR OWNER APPROVED EQUAL. THE COMPLETE AND FINISHED STUD RAIL SHALL BE I.G.G. E5 EVALUATED AND WELDING SHALL TAKE PLACE IN AN I.G.G. E5 OR IAPMO UE5 APPROVED AND AUDITED FACILITY. STUD RAILS SHALL CONFORM TO THE LATEST EDITION OF ASTM A1044. WALL THICKNESS VERTI CAL BARS HORIZONTAL BARS AW WMAA 6" WALLS #4 @ 12" 1 CURTAIN #4 @ 12" 1 CURTAIN 8" WALL5 #5 ® 12" 1 CURTAIN #5 ® 12" 1 CURTAIN 10" WALL5 #4 @ 12" 2 CURTAINS #4 @ 12" 2 CURTAINS 22. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWING5 FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPEN I NG5 IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWI NG5 FOR 51ZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALL5. SEE ARCHITECTURAL DRAWING5 FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FIN15H DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST IN PLACE AND PRECAST. 23. NON -SHRINK GROUT SHALL BE NON-METALLIC CONFORMING TO ASTM 0101 AND BE FURN 15HED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT 15 PLACED (5000 P51 MINIMUM). 24. POST -TENSIONING GENERAL NOTES: A. SPECIFICATIONS: ALL MATERIALS, INSTALLATION, AND WORKMANSHIP SHALL CONFORM TO THE PROJECT SPECIFICATIONS. B. PRE-GONSTRUCTION MEETING: SHALL BE ARRANGED BY CONTRACTOR AS REQUIRED BY THE BUILDING DEPARTMENT. TH15 MEETING SHALL BE ATTENDED BY THE CONTRACTOR, STRUCTURAL ENGINEER OF RECORD, ANY SUBCONTRACTORS INVOLVED WITH P05T-TEN510N1 NG WORK, AND REPRESENTATIVES FROM THE SPECIAL INSPECTION AGENCY AND THE BUILDING DEPARTMENT. C. FORGE DESIGNATION: P05T-TEN5I0NING 15 DESIGNATED ON THE STRUCTURAL PLANS A5 THE TOTAL FINAL EFFECTIVE FORGES REQUIRED OR AS THE NUMBER OF TENDONS WITH AN A55UMED FINAL EFFECTIVE FORGE PER TENDON OF 26.8 KIPS. D. PRESTRESSING STEEL: SHALL BE 1/2" DIAMETER SEVEN WIRE LOW -RELAXATION STRAND MANUFACTURED IN ACCORDANCE WITH ASTM A416, FREE FROM CORROSION AND HAVING A GUARANTEED MINIMUM ULTIMATE TENSILE 5TREN6TH OF 210 K51. STRAND SHALL BE SHOP COATED WITH COMPOUND TO PREVENT BOND, REDUCE FRICTION AND RE515T CORROSION AND BE ENCASED IN 5L I PPAGE SHEATHING. TEARS IN SHEATHING GREATER THAN 51 X INCHES IN LENGTH SHALL BE REPAIRED BEFORE CONCRETE POURING PER THE PTI FIELD PROCEDURES MANUAL FOR UNBONDED SINGLE STRAND TENDONS. TENDON FABRICATION PROCEDURE SHALL CONFORM TO THE P05T-TEN5I0NING INSTITUTE "SPECIFICATION FOR UNBONDED SINGLE STRAND TENDONS". ALL TENDONS AND ANCHORAGES SHALL HAVE THE ADDITIONAL GORR0510N PROTECTION OF AN ENCAPSULATED SYSTEM. E. ANCHORAGES: ANCHORING HARDWARE SHALL MEET THE MINIMUM REQUIREMENTS SET FORTH IN AGI REQUIREMENTS FOR REINFORCED CONCRETE (AC 1318 SECTIONS 25.8 AND 25.1) AND THE PRESTRESSED CONCRETE INSTITUTE "PGI STANDARD BUILDING CODE FOR PRESTRESSED CONCRETE" F. CONCRETE STRENGTH: SHALL BE f'c = 5,000 P51 MINIMUM AT 28 DAYS. GROUT OR CONCRETE CONTAINING CHLORIDES SHALL NOT BE USED IN THE VICINITY OF TENDONS OR ANCHORS. TENSIONING OPERATIONS SHALL NOT COMMENCE UNTIL TEST OF CYLINDERS, CURED UNDER JOBSITE CONDITIONS, INDIGATE5 THAT CONCRETE HAS REACHED A MINIMUM COMPRESSIVE 5TREN6TH OF 5,500 PSI. G. CONCRETE DESIGN: CONCRETE SHALL BE DESIGNED TO MINIMIZE SHRINKAGE. CONCRETE SHALL HAVE A SHRINKAGE LIMIT OF 0.035 PERCENT AT 28 DAYS AS TESTED BY ASTM 0151. IF TESTING 15 NOT PERFORMED, THE WATER CONTENT OF THE MIX SHALL NOT EXCEED 235 LB./GU. YO OF CONCRETE. THE MAXIMUM W/G RATIO SHALL BE 0.42. THE AGGREGATE 51ZE SHALL NOT EXCEED 5/4". THE TARGET SLUMP SHALL BE 5" WITH A MAXIMUM OF 6" H. TENDON PLACEMENT: TENDONS SHALL BE DRAPED TO A PARABOLIC, PROFILE BETWEEN SUPPORTS A5 INDICATED IN DETAILS AND SHALL CONFORM TO THE CONTROL POINTS SHOWN ON THE PROFILE. DIMENSIONS SHOWN ON DETAILS AND PLANS LOCATE THE CENTER OF GRAVITY OF THE TENDON OR GROUP OF TENDONS. LOW POINTS ARE AT M I DSPAN UNLE55 NOTED OTHERWISE. ADEQUATE SUPPORT BARS AND CHAIRS SHALL BE FURNISHED TO HOLD TENDONS IN PLACE DURING THE CONCRETE PLACEMENT. CHA I R5 ARE REQUIRED AT ALL INTERSECTIONS OF DISTRIBUTED TENDON GROUPS AND SUPPORT BARS. CHAIRS FOR SUPPORT BARS AT BANDED TENDONS SHALL BE SPACED NOT MORE THAN 2'-O" O.G. (TWO CHAIR MINIMUM). VERTICAL TENDON DIMENSIONS SHALL NOT VARY MORE THAN 1/4" (3/8" FOR CONCRETE THICKER THAN 8") FROM THE DIMENSIONS SHOWN, EXCEPT THAT I" MINIMUM CONCRETE COVER SHALL BE MAINTAINED AT ALL TIMES. SLIGHT DEVIATIONS IN SPACING OF SLAB TENDONS WILL BE PERMITTED WHERE REQUIRED TO AVOID OPENINGS, INSERTS, AND DOWELS. WHERE TENDONS SEEM TO INTERFERE WITH EACH OTHER, ONE TENDON MAY BE MOVED HORIZONTALLY IN ORDER TO AVOID THE INTERFERENCE. WHERE MILD STEEL INTERFERES WITH TENDON LOCATIONS, PROPER TENDON LOCATION HAS PRIORITY. TWISTING OR ENTWINING OF INDIVIDUAL WIRES OR STRANDS WITHIN A BUNDLE SHALL NOT BE PERMITTED. I. TENDON LOCATIONS: SHALL BE MARKED ON THE UNDERSIDE OF ALL POST -TENSIONED 5LAB5 WITH DURABLE MARKING MATERIAL. MARKING SHALL BE SUFFICIENT TO IDENTIFY ZONES WHERE TENDON LOCATIONS EXIST TO ALLOW FOR FUTURE DRILLING OF SLABS WITHOUT DAMAGING TENDONS. J. SHORING AT ALL POST -TENSIONED CONCRETE SHALL REMAIN IN PLACE UNTIL TENDONS ARE STRESSED. SHORING AT CLOSURE STRIPS AND POUR STRIPS SHALL REMAIN IN PLACE UNTIL CONCRETE IN STRIP HAS REACHED DESIGN STRENGTH. K. STRESSING OPERATIONS: JOB 51TE INSTRUCTION OF CONTRACTOR'S PER50NNEL IN ALL PLACING AND 5TRE551 NG OPERATIONS SHALL BE PROVIDED BY P05T-TEN510N1 NG SUPPLIER AS REQUIRED. TENDONS SHALL NOT BE STRESSED WHEN THE TEMPERATURE 15 LESS THAN 40 DEGREES F. RECORDS SHALL BE KEPT BY A QUALIFIED AGENCY OF ALL JACKING FORGES AND ELONGATI ON5 AND SHALL BE SUBMITTED PROMPTLY TO THE STRUCTURAL ENGINEER. MEASURED ELONGATIONS DEVIATING UP TO 1% FROM REQUIRED ELONGATIONS ARE ACCEPTABLE. IF MEASURED ELONGATIONS EXCEED TOLERANCE, CONTACT TENDON SUPPLIER AND STRUCTURAL ENGINEER. TENDON TA I L5 SHALL NOT BE GUT PRIOR TO REVIEW OF ELONGATION REPORTS BY STRUCTURAL ENGINEER. AFTER TENDONS ARE GUT, GOAT STRESSING ANCHORAGE WITH CORROSION PREVENTATIVE MATERIAL AND FILL STRESSING RECESS WITH NON -SHRINK GROUT. L. SHOP DRAWING5: SHOWING ALL DETAILS OF TENDON PLACEMENT, END ANCHORAGE, CONNECTIONS, BLOCKOUTS OF ALL HOLES, INSERTS AND OTHER P05T TENSIONING DETAILS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO TENDON FABRICATION. DRAWINGS SHALL BE 51 GNED AND STAMPED BY A STRUCTURAL ENG 1 NEER REGISTERED IN THE STATE OF WASHINGTON. M. CONDUIT: SUBMIT SHOP DRAWI NG5 TO STRUCTURAL ENGINEER SHOWING SIZE, LOCATION AND EXTENT OF ALL CONDUIT TO BE PLACED IN POST -TENSIONED CONCRETE. ENG 1 NEER SHALL REVIEW DRAWING5, PRIOR TO PLACEMENT OF CONDUIT, FOR IMPACT OF CONDUIT PLACEMENT ON STRUCTURAL INTEGRITY OF CONCRETE. SEE P05T-TEN5I0NIN6 DETAILS FOR RESTRICTIONS ON PLACEMENT OF GONOU I T. N. BLOGKOUTS: SUBMIT TO STRUCTURAL ENGINEER THE LOCATIONS AND SIZES OF ALL BLOGKOUTS LOCATED WITHIN DROP PANELS. SUBMITTAL SHALL OCCUR PRIOR TO PLACEMENT OF BLOCKOUTS. 25. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2 WEDGE ANCHOR", AS MANUFACTURED BY 51MP50N STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. E5R-3031 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROP05ED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION 15 REQU I RED FOR ALL EXPANSION BOLT INSTALLATION. 26. EXPANSION BOLTS INTO GROUT FILLED GMU SHALL BE "STRONG -BOLT 2 WEDGE ANCHOR", AS MANUFACTURED BY 5IMP50N STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH IAPMO UE5 REPORT NO. ER-240 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROP05ED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD GAPAG I TI ES. SPECIAL INSPECTION 15 REQUIRED FOR ALL EXPAN51 ON BOLT INSTALLATION. 21. THREADED EXPAN51 ON INSERTS INTO CONCRETE SHALL BE "HD I DROP -IN ANCHORS" AS MANUFACTURED BY HILTI, INC. INSTALLED IN STRICT ACCORDANCE WITH I.G.G. LEGACY REPORT ER-2815, INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS I ND I GATI NG EQUIVALENT OR GREATER LOAD GAPAGITIE5. TH15 PRODUCT 15 NOT RATED FOR USE IN MASONRY UNITS. SPECIAL INSPECTION 15 REQUIRED FOR ALL THREADED EXPANSION INSERTS. 28. 5GREW ANCHORS INTO CONCRETE SHALL BE "TI TEN HO ", A5 MANUFACTURED BY 51 MP50N STRONG -TIE ANCHOR SYSTEMS. INSTALL IN 5TRIGT ACCORDANCE WITH I.G.G. REPORT NO. E5R-2113 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROP05ED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS I NO I GATING EQUIVALENT OR GREATER LOAD GAPAGITIE5. SPECIAL INSPECTION 15 REQUIRED FOR ALL 5GREW ANCHOR INSTALLATION. 21. 5GREW ANCHORS INTO GROUT FILLED GMU SHALL BE "TI TEN HO ", AS MANUFACTURED BY 5I MP50N STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. E5R-1056 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROP05ED SUBSTITUTIONS SHALL BE 5UBMI TTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS I ND I GATING EQUIVALENT OR GREATER LOAD GAPAGITIE5. SPECIAL INSPECTION 15 15 NOT REQUIRED FOR ALL 5GREW ANCHOR INSTALLATION. 50. DRIVE PINS, SHOT PINS AND OTHER POWDER -ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE FASTENERS AS MANUFACTURED BY HILTI CORPORATION. WHEN GALLED FOR IN THE DRAWIN65, PROVIDE THE APPROPRIATE FASTENER AS NOTED IN THE TABLE BELOW FOR EACH GIVEN APPLICATION. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORTS NO. E5R-2261 FOR THE X-U FASTENERS AND E5R-2371 FOR THE X-GP FASTENERS. MINIMUM EMBEDMENT IN CONCRETE SHALL BE I" UNLE55 OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST GONGRETE EDGE AND 4" CENTER TO CENTER SPACING. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD GAPAGITIE5. FASTENER ALLOWABLE SHEAR ALLOWABLE TENSION APPLICATION TYPE CAPACITY (LB5) CAPACITY (LB5) 2x TREATED X-CP 12 P8 523 250 115 LUMBER TO CONCRETE w/ 1.55" EMBED (2000 PSI MIN.) 31. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) INTO CONCRETE SHALL BE INSTALLED USING "AT-XP" ADHESIVE AS MANUFACTURED BY 51MP50N STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRI GT ACCORDANCE WITH IAPMO UE5 REPORT NO. ER-263, I NGLUD I NG STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROP05ED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.C.C. OR IAPMO UE5 REPORTS I ND I GATING EQUIVALENT OR GREATER LOAD GAPAGITIE5. 5PEG I AL INSPECTION OF INSTALLATION 15 REQUIRED. RODS SHALL BE ASTM A36 UNLE55 OTHERWISE NOTED. 52. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) INTO GROUT FILLED GMU SHALL BE INSTALLED U51 NG "AGRYL I G-TIE" (AT-XP) ADHESIVE AS MANUFACTURED BY 51 MP50N STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH IAPMO UE5 REPORT NO. ER-281, INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROP05ED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS I ND I GATING EQUIVALENT OR GREATER LOAD GAPAGITIE5. 5PEG I AL INSPECTION OF INSTALLATION 15 REQUIRED. RODS SHALL BE ASTM A36 UNLE55 OTHERWISE NOTED. SHEET INDEX: SHEET NO. SHEET CONTENTS 5100 GENERAL STRUCTURAL NOTES 5101 GENERAL STRUCTURAL NOTES 5102 5PEG I AL INSPECTION SCHEDULE 5200 PARKING LEVEL / FOUNDATION PLAN 5201A LEVEL I FRAMING / MILD REINFORCING PLAN 5201B LEVEL I FRAMING / POST -TENSIONING PLAN 5202A LEVEL 2 FRAMING / MILD REINFORCING PLAN 52025 LEVEL 2 FRAMING / 1`O5T-TEN510NING PLAN 5202C LEVEL 2 WOOD FRAMING PLAN 5205 LEVEL 3 WOOD FRAMING PLAN 5204 LEVEL 4 WOOD FRAMING PLAN 5205 ROOF FRAMING PLAN 5500 TYPIGAL CONCRETE DETAILS 5301 TYPICAL CONCRETE DETAILS 5302 POST -TENSIONING CONCRETE DETAILS 5503 CONCRETE DETAILS 5504 CONCRETE DETAILS 5400 TYPICAL WOOD DETAILS 5401 TYPICAL WOOD DETAILS 5402 TYPICAL WOOD FLOOR DETAILS 5405 TYPICAL WOOD ROOF DETAILS stud'OMEN STRA'ZZA,RA ARCHITECTURE; PLANNING CONSULTINGc WESTERN2001 AVE Seattle, 1 1 98101 i• 587 3797 2065870588 =11111.IITOTNIMII59011111 1511 THIRD AVENUE SUITE 323 SEATTLE, WA s8 • TEL 206.9573900 QUANTU FAX • s • • VillageWestgate LLC PROJECT NUMBER 16369.01 ISSUED FOR: DATE: BUILDING PERMIT 3/15/17 BUILDING PERMIT CORRECTION #1 6/23/17 DRAWN ■ r E BY: TJS/SKK SHEET CONTENT GENERAL STRUCTURAL A= SHEET NUMBER S100 33. CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF MEDIUM WEIGHT UNITS CONFORMING TO ASTM CIO, LAID IN A RUNNING BOND. LINEAR SHRINKAGE SHALL NOT EXCEED 0.065%. MORTAR SHALL BE TYPE "5" IN ACCORDANCE WITH ASTM 0270. GROUT SHALL CONFORM TO IBG REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 P51 AT 28 DAYS, DESIGN F'm = 1,500 P51. FULL STRESSES ARE REQUIRED. STRENGTH SHALL BE VERIFIED BY THE UNIT STRENGTH METHOD IN ACCORDANCE WITH TM5 602-13. UNLE55 NOTED OTHERWISE, PROVIDE THE FOLLOWING REINFORCEMENT: WALL THICKNESS VERTICAL BARS HORIZONTAL BARS 8" WALL5 #5 @ 48" O.G. (2) #4 @ 48" O.G. IN ADDITION, PROVIDE (2) #5 VERT. AT EACH SIDE OF OPENINGS, AT WALL CORNERS AND INTERSECTIONS AND AT FREE ENDS OF WALLS AND (2) #4 HORIZ. AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS OF WALL5 AND ABOVE AND BELOW ALL OPENINGS. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAMS. EXTEND REINFORCEMENT AROUND OPENINGS 2'-0" BEYOND FACE OF OPENING. IF 2'-0" 15 UNAVAILABLE, EXTEND A5 FAR A5 P0551BLE AND HOOK. PROVIDE CORNER BARS TO LAP HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS. UNLESS NOTED OTHERWISE, LAP ALL REINFORCING STEEL IN GMU 48 BAR DIAMETERS, 2'-O" MINIMUM. ALL GELL5 ARE TO BE 50LID GROUTED UNLE55 NOTED A5 PARTIAL GROUTING. FOR PARTIAL GROUTING FILL ALL CELLS CONTAINING REINFORCEMENT OR EMBEDDED ITEMS AND ALL CELLS BELOW GRADE WITH GROUT. ALL REINFORCEMENT SHALL BE IN PLACE PRIOR TO GROUTING AND SHALL BE HELD AT TOP, BOTTOM AND 112 BAR DIAMETERS (MAX.) O.G. PER AGI 550.1, GROUT POURS SHALL NOT EXCEED 5-4" IN HEIGHT UNLE55 A TEST PANEL 15 CONSTRUCTED BY THE MA50N AND APPROVED BY THE STRUCTURAL ENGINEER. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS CONTAINING REINFORCEMENT FOR ALL GROUT POURS OVER 5-4" IN HEIGHT. PROVIDE 1 1/2 IN. GROUT KEYS BETWEEN EACH POUR. STEEL 54. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.G. SPECIFICATIONS AND CODES: A. A150 - STEEL CONSTRUCTION MANUAL, 14TH EDITION B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 35. STRUCTURAL STEEL, WIDE FLANGE (W AND NT) SHAPES SHALL CONFORM TO ASTM A112, Fy = 50 K51; ALL OTHER ROLLED SHAPES SHALL CONFORM TO ASTM A36, FY = 56 K51. STEEL PLATE SHALL CONFORM TO ASTM A36, Fy = 36 K51. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR 5, GRADE B, Fy = 35 K51. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 K51. CONNECTION BOLTS SHALL CONFORM TO ASTM A307. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 56, Fy = 36 K51. 36. ARCHITECTURALLY EXP05ED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE A150 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 31. ALL A-301 CONNECTION BOLTS SHALL BE PROVIDED WITH LOCK WASHERS UNDER NUTS OR SELF-LOCKING NUTS. ALL BOLT HOLES SHALL BE STANDARD 51ZE UNLE55 OTHERWISE NOTED. 38. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.G. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUAL I F I ED WELD5 (AS DEFINED BY A.W.S.) SHALL BE USED. SHOP DRAWIN65 SHALL SHOW ALL WELDING WITH AW5 A2.4 SYMBOLS. WELDS SHOWN ON DRAWING5 ARE MINIMUM SIZES. INCREASE WELD5 51ZE TO AW5 MINIMUM 51 ZE5 BASED ON PLATE THICKNESS. MINIMUM WELDING SHALL BE 3/16- I NCH. THE WELDS SHOWN ARE FOR THE FINAL CONNECTIONS. FIELD WELD ARROWS ARE SHOWN WHERE A F I ELD WELD 15 REQU I RED BY THE 5TRUGTURAL DE51 GN; THE CONTRACTOR 15 RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED IN ORDER TO FAG I L I TATE THE STRUCTURAL STEEL DELIVERY AND ERECTION. 31. METAL ROOF DECKING --PROVIDE SIZE, TYPE, GAUGE, AND ATTACHMENT TO THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS. ALTERNATES MUST BE CONNECTED ACCORDING TO PUBLISHED I.G.G. OR IAPMO UE5 CRITERIA FOR DIAPHRAGM SHEARS SHOWN. PROVIDE SHORING WHERE REQUIRED PER MANUFACTURER'S PUBLISHED CRITERIA. ALL DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) 40. FRAMING LUMBER: SHALL BE KILN DRIED OR MG-Ia (MOISTURE CONTENT LESS THAN Ia%), AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.I.B. STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER. FURNISH TO THE FOLLOWING MINIMUM 5TANDAR05: JOISTS: (2X, 3X, AND 4X MEMBERS) ........................ . DOUGLAS FIR OR HEM -FIR NO. 2 BEAMS AND STRINGERS: (INCLUDING (b X AND LARGER MEMBERS) . ..... . DOUGLAS FIR NO. I P05T5 AND TIMBERS: . ............................... . DOUGLAS FIR NO. STUDS, PLATES 4 MISCELLANEOUS LIGHT FRAMING: . ............. . DOUGLAS FIR OR HEM -FIR NO. 2 (A5 NOTED ON PLANS / DETAILS) 41. WOOD SETTLEMENT SHRINKAGE: DUE TO CR0SS GRAIN WOOD SHRINKAGE, THI5 BUILDING 15 EXPECTED TO SETTLE APPROXIMATELY 1/8 TO 1/4 INCH PER STORY. ALL UTILITIES SHALL BE DE51 GNED WITH FLEXIBLE JOINTS OR OTHER MEANS TO APPROPRIATELY ACCOMMODATE THI5 NORMAL SETTLEMENT. ALL INTERIOR AND EXTERIOR SHEATHING AND FINISHES SHALL BE INSTALLED SUCH THAT NO DAMAGE WILL OCCUR. SHRINKAGE 15 EXPECTED IN THE THICKNESS OF THE WALL PLATES AND NOT IN THE LENGTH OF THE WALL STUDS 42. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM 03737 AND AN51 AI10.1 STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. CERTIFICATES OF CONFORMANCE MUST BE MADE AVAILABLE TO BUILDING INSPECTORS. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 P51, Fv = 240 P51, E = 1,800 K51. ALL CANTILEVERED OR CONTINUOUS BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2,400 P51, Fv = 240 P51, E _ 1,800 K51. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3,500' RADIUS UNLESS SHOWN OTHERWISE ON THE PLANS. 43. LAMINATED VENEER LUMBER (LVL) SHALL BE DESIGNED AND MANUFACTURED PER ASTM 05456. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. ALL LAMINATED VENEER LUMBER SHALL BE MANUFACTURED USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM P2551 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. MINIMUM STRUCTURAL PROPERTIES ARE AS FOLLOWS: Fb = 2600 P51, E = 2.0 x I& P51, Fv = 285 P51 DESIGN SHOWN ON PLANS 15 BASED ON MATERIALS MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 44. LAMINATED STRAND LUMBER 15L) SHALL BE DE51 GNED AND MANUFACTURED PER ASTM 05456. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. ALL LAMINATED STRAND LUMBER SHALL BE MANUFACTURED USING A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM 02551. MINIMUM STRUCTURAL PROPERTIES ARE A5 FOLLOWS: RIM J015T5 AND BLOCKING (1-1/4" MINIMUM THICKNESS): Fb = 1100 PSI, E = 1.5 x I& P51, Fv = 400 P51 BEAMS AND HEADERS: Fb = 2525 P51, E = 1.55 x I& P51, Fv = 510 P51 DE51 GN SHOWN ON PLANS 15 BASED ON MATERI AL5 MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 45. PARALLEL STRAND LUMBER (P5L) SHALL BE DESIGNED AND MANUFACTURED PER ASTM 05456. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. ALL PARALLEL STRAND LUMBER SHALL BE MANUFACTURED USING DOUGLAS FIR STRANDS GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM 02551 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. MINIMUM STRUCTURAL PROPERTIES ARE AS FOLLOWS: Fb = 2a00 P51, E = 2.2 x 106 P51, Fv = 210 P51 DE51 GN SHOWN ON PLANS 15 BASED ON MATERI AL5 MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 46. WOOD I -JOISTS DESIGN SHOWN ON PLANS 15 BASED ON JOISTS MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE I -JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE J015T HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I.G.G. OR IAPMO UE5 APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL J015T HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN 51ZE WITH WOOD J015T PROVIDED. GLUE FLOOR JOISTS TO SHEATHING AS REQUIRED BY THE JOIST MANUFACTURER. 41. WOOD SHEATHING SHALL BE APA RATED, EXTERIOR GLUE; EXPOSURE I, IN CONFORMANCE WITH THE REQUIREMENTS FOR THEIR TYPE IN DOG P5-1 OR P5-2. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. UNLE55 OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE AND GROOVE JOINTS OR SHALL BE SUPPORTED WITH 50LID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH (2) IOd-F NAILS AT EACH END, UNLE55 OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPACED PER PLANS. WHERE NOT NOTED OTHERWISE, NAIL PANEL EDGES WITH ad NAILS @ 6" O.G. EDGES, 12" O.G. IN THE FIELD. 48. ALL WOOD EXPOSED TO WEATHER OR BEARING ON UNPROTECTED CONCRETE OR MASONRY LE55 THAN 8" FROM EXPOSED EARTH SHALL BE PRE55URE TREATED, U.O.N. PRE55URE TREATMENT SHALL BE WITH AN APPROVED PRESERVATIVE AND BRANDED WITH A QUALITY CONTROL AGENCY MARK BY THE AMERICAN WOOD PRESERVERS BUREAU OR EQUAL. ALL METAL HARDWARE IN CONTACT WITH TREATED WOOD SHALL BE PROTECTED WITH A 6185 GALVANIZED COATING (ZMAX) OR BETTER. ALL NAILS IN TREATED WOOD SHALL BE HOT -DIP GALVANIZED OR BETTER. PROVIDE 2 LAYERS OF 30# ASPHALT IMPREGNATED BUILDING PAPER BETWEEN NON-PRE55URE-TREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 41. TIMBER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY 51 MP50N COMPANY, AS SPECIFIED IN THEIR CATALOG NO. G-6-2017. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE I.G.G. OR IAPMO UE5 APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. CONNECTORS SHALL BE 51 ZED TO MATCH THE 51ZE OF THE FRAMING MEMBERS BEING CONNECTED. PROVIDE NUMBER AND 51ZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE I NSTALLEO IN ACCORDANCE WI TH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG 5GREW5 BEARING ON WOOD. UNLE55 NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE 5EA50NED AND DRIED AND THE SAME GRADE (MINIMUM) A5 MEMBERS CONNECTED. ALL BOLTS TIGHTENED TO SNUG TIGHT. 50. WOOD FASTENERS: A. NAIL SIZES SPECIFIED ON DRAWIN65 ARE BASED ON THE FOLLOWING SPECIFICATIONS: DRAWING ID NAIL NAME NAIL DIAMETER NAIL LENGTH "6d" bd Common 0.113" 2" "ad Box" ad Box 0.113" 2-1/2" "Sd" ad Common 0.131" 2-1/2" "IOd-F" IOd Framer 0.151" 3" "IOd" IOd Shear 0.148" 2-1/4" 1116d" Ibd Sinker 0.148" 3-1/4" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. B. NAILS - SHEATHING FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. G. HOT DIPPED GALVANIZED NAILS, BOLTS AND METAL PLATES - ALL NAILS, BOLTS AND METAL PLATES IN CONTACT WITH PRESSURE TREATED (INCLUDING FIRE -RETARDANT TREATED) LUMBER SHALL BE HOT DIPPED GALVANIZED. 51. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLE55 OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM NAILING, UNLE55 OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.10.1. COORDINATE THE 51ZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWIN65. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. TIGHTEN BOLTS AND LAG 56REW5 SNUGLY AGAINST WOOD FRAMING AFTER WOOD HAS REACHED SPECIFIED M015TURE CONTENT. B. WALL FRAMING: ALL BEARING AND SHEAR WALL5 SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 x 4 5TUD5 @ 16" O.G. AT INTERIOR WALL5 AND 2 x 8 @ 16" O.G. AT EXTERIOR WALL5. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL BEARING AND SHEAR WALLS AND AT EACH 51DE OF ALL OPENINGS. 50LID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. ALL BEARING STUD WALL5 SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 8" O.G. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH 3"x3"x1/4" PLATE WA5HER5 @ 4'-0" O.G., UNLE55 INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT UP P05T5 SHALL BE NAILED TO EACH OTHER WITH IOd-F NAILS @ 8" O.G. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES ATTACHED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH 5GREW5 AT 8" O.G. USE 1-1/4 " W #6 5GREW5 FOR 1/2" GWB AND 5/8" GWB WHERE OCCURS. USE 1-1/4" W #6 GALVANIZED 50REW5 FOR 1/2" GWB AND 5/8" EXTERIOR GYPSUM SHEATHING, WHERE OCCURS. VERIFY THE FIRE A55EMBLY REQUIREMENTS WHERE APPLICABLE WITH THE ARCHITECT. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE J015T LENGTH AND AROUND ALL OPEN I NC75 IN FLOORS OR ROOFS UNLE55 OTHERWISE NOTED. PROVIDE 50LID BLOCKING AT ALL BEARING POINTS. NAIL ALL MULTI J015T BEAMS TOGETHER WITH IOd-F NAILS @ 8" O.G. STAGGERED UNLESS OTHERWISE NOTED. D. POSITIVE CONNECTIONS: PROVIDE THE FOLLOWING 5IMP50N CONNECTORS AT TYPICAL FRAMING UNLE55 OTHERWISE NOTED ON PLAN OR DETAIL. PROVIDE GGQ/EGGQ GAPS AND PBS BASES AT P05T5. PROVIDE Br, BASE WHERE P05T BEARS ON WOOD FRAMING BELOW. STRUGTIJR& OBSERVATION A5 NOTED IN IBG SECTION 1704.6, STRUCTURAL OBSERVATION 15 REQUIRED FOR THI5 PROJECT. STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, INCLUDING BUT NOT LIMITED TO, THE ELEMENTS AND CONNECTIONS AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY OF THE INSPECTIONS REQUIRED BY IBG SECTIONS 110 AND 1704. IN OUR STRUCTURAL OBSERVATION, WE WILL SELECT PORTIONS OF WORK TO REVIEW CLOSELY AS WELL AS OBSERVE THE STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. SUCH REVIEW PROCEDURES WILL BE CONDUCTED IN ACCORDANCE WITH COMMONLY ACCEPTED STANDARDS OF PRACTICE. THE BUILDING OFFICIAL UNDERSTANDS THAT SUCH PROCEDURES INDICATE ACTUAL CONDITIONS ONLY WHERE THE REVIEW 15 PERFORMED AND THAT THE RESULTS WILL BE INFERRED TO EX15T IN OTHER AREAS NOT REVIEWED. THE BUILDING OFFICIAL AL50 RECOGNIZES THAT STRUCTURAL REVIEW 15 A TECHNIQUE EMPLOYED TO MINIMIZE THE R15K OF PROBLEMS ARISING DURING CONSTRUCTION. STRUCTURAL OBSERVATION BY THE DESIGN PROFE55I ONAL DOES NOT CONSTITUTE WARRANTY OR GUARANTEE OF ANY TYPE. IN ALL CASES, THE CONTRACTOR SHALL RETAIN RESPONSIBILITY FOR THE QUALITY OF WORK AND FOR ADHERENCE TO THE APPROVED PLANS AND SPECIFICATIONS. @ At L Angle d Penny (Nails) LIN. Linear Diameter LL Live Load LLH Long Leg Horizontal A.B. Anchor Bolt LLV Long Leg Vertical ADD. Addendum LONGIT. Longitudinal ADO'L Additional LT. NT. Lightweight ALT. Alternate APPROX. Approximate MATL. Material ARCH. Architect MAX. Maximum M.B. Machine Bolt B.U. Built-up MECH. Mechanical B/ Bottom of MEZZ Mezzanine BF Braced Frame MF Moment Frame BLK. Block MFR. Manufacturer BLKG. Blocking MIN. Minimum BLDG. Building MISC. Miscellaneous BM. Beam MK. Mark BRG. Bearing BTWN. Between N. North N.S. Near Side CL Genterline NEG. Negative G Camber NI Not in Contract G TO G Center to Center NO. Number GIP Gast In Place NOM. Nominal G.J. Construction Joint or Control Joint NT5 Not to Scale CLG. Ceiling CLR. Clear O.G. On Center GMU Concrete Masonry Unit O.D. Outside Diameter CNTIR. Center O.F. Outside Face COL. Column O.H. Opposite Hand GONG. Concrete OPNG. Opening CONN. Connections OPP. Opposite GONST. Construction CONT. Continuous PAF Powder Actuated Fastener CONTR. Contractor PART. Partition GOORD. Coordinate PG Precast GJP Complete Joint Penetration PERM. Permanent CSK. Countersink PERP. Perpendicular PL or fE Plate OBA. Deformed Bar Anchor PLYWD Plywood OBL. Double PJP Partial Joint Penetration DEG. Degree PREFAB. Prefabricated OET. Detail PROJ. Project OF Doug Fir -Larch P5F Pound per Square Foot DIA. Diameter P51 Pound per Square Inch DIAL. Diagonal P.T. Post -Tensioning DIAPH. Diaphragm P/T Pressure -Treated DIM. Dimension ON. Down RAP. Radius DO Ditto RD. Round DWG. Drawing REF. Reference REINF. Reinforce or Reinforcement (E) Existing READ. Required E. East REV. Revise EA. Each R.O. Rough Opening E.F. Each Face EL. Elevation 5. South ELEV. Elevator S.F. Safety Factor EMBED. Embedment Length SCH. or SGHED. Schedule ENGR. Engineer SECT. Section EQUIP. Equipment SHT. Sheet E.W. Each Way SIM. Similar EXP. Expansion 506 Slab On Grade EXT. Exterior SPEC. Specification 50. 5quare FAB. Fabricate 50. FT. 5quare Feet F.B. Flat Bar 5Q. IN. Square Inch (inches) FON. Foundation STD. Standard FIN. Finish STIFF. Stiffener FLR. Floor STL. Steel FRP Fiber Reinforced Polymer STIR. Structural F.S. For Side SUB. Substitute FT. Foot or Feet SYM. Symmetrical FTC. Footing T/ Top of GA. Gauge T,$B Top and Bottom GALV. Galvanized T4G Tongue 4 Groove GL Glue Laminated THRU Through GRO. Grade T.O.G. Top of Concrete GRNO. Ground T.0.5. Top of Steel G.W.B. Gypsum Wa I I Board T.O.W. Top of Wa I I TRANS. Transverse HF Hem Fir T5 Tube Steel HGR. Hanger TYP. Typical HORIZ. Horizontal H55 Hollow Structural Section UON or UNO Unless Otherwise Noted HT. Height VERT. Vertical I.D. Inside Diameter VIF Verify in Field I.F. Inside Face IN. Inch W. West INCL. Includes W/ or w/ With INFO. Information WD Wood INT. Interior W.H.S. Welded Headed Stud NO Without JT. Joint WP Work Point W.T.S. Welded Threaded Stud K5F Kips per Square Foot WWF Welded Wire Fabric K51 Kips per Square Inch X SECT. Gross Section X-5TR Extra Strong stud'OMEN STRA'ZZA,RA ARCHITECTURE; PLANNING CONSULTINGc WESTERN2001 AVE Seattle, 1 1 98101 0. 587 3797 2065870588 1511 THIRD AVENUE SUITE 323 SEATTLE, WA s8 • TEL 206.9573900 QUANTUM 206.957,3901 • 0 VillageWestgate LLC i T T 0 10 s 11 M1110PIRNNIOT0011j j PROJECT NUMBER 16369.01 ISSUED FOR: DATE: BUILDING PERMIT 3/15/17 BUILDING PERMIT CORRECTION #1 6/23/17 DRAWN ■ / C ETJS/SKK SHEET CONTENT GENERAL STRUCTURAL A= SHEET NUMBER S101 GENERAL STRUCTURAL NOTES (The FollOwh§ apply unless shown otherwise, on the § bn5 s ,u [ � :M E NG �T �A�Z Z.A�R.A: / ARCHITECTURE PLANNING < CONSULTING \ ■■< < -? � ■■ 2', ' � . 2 � '; ■ ■, ; .• .■, a; ■a;; y . 1THIRD *VENUE SUITE 323 SEATTLE, 2¥ 98101 TEL e,f.<f$ QUANTUM FAX 06.9 2f.: ,».: Westgate Village LLC ���.� � � ��� .• �■■< ■��e?■< �� ■��e»■2 ..� ';■ 4 � � ISSUED FOR: DATE: 1WILDING PERMIT 3/15/17 'WILDING PERMIT CORRECTION #,.w.. RAW ; .. WMCE „ 2 a "I C1 C4' C3 C5 nC31 POUhIDATION PLAN NOTES. 1. ALL D I MEN510N5 AND ELEVATI ON5 ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND MANUFACTURER'S DRAWINGS BEFORE CONSTRUCTI ON BEG I N5. ANY D I SCREPANC I E5 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. POWATION PLAN LE6W: (it I ND I GATE5 A CONCRETE COLUMN TYPE PER 15/5301 Fx.x I ND I GATE5 SPREAD FOOTING PER SCHEDULE ON 3/5301 INDIGATE5 FOOTING I ND I GATE5 CONCRETE WALL ABOVE _+ I ND I GATE5 NON -BEARING WALL ABOVE PER ARCH. I ND I GATE5 NON -BEARING CMU WALL ABOVE PER ARCH. $ DETAIL 13/5301. INDIGATE5 STEPPED FOOTING PER 15/5500, GONTRAGTOR TO GOORDINATE STEP LOGATIONS WITH ELEVATIONS SHOWN ON ARCH. DRAWINGS Stu OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING II •y 11 ..i I RZIN IN&TI.,wo Ny • i RD r SUITE 323 . 9810 TEL 206.9573900 FAX 206.957.3901 i Westgate gwi Village LLC LVA y ISSUED FOR: DATE: BUILDING PERMIT 3/15/17 ABUILDING PERMIT CORRECTION 6/23/17 a CHECKED BY: TJS/SKK o L pi P, gel 1111 'Kim qk � PARKING LEVEL/FOUNDATION PLAN SGALE: I/S" = 1'-0" • C 1 C4' C2 nC31 CA - - CB - \ 9 6OJ �O 9 1/5505 15/5505 C3 C4 C5 v rY O rb v U `� 11 /5505, TYP. > v I I AT GRID cA (12) #630'-0" -- - - - (5) #6xl4' E.W. `, (5) "#6X4' 10" GONG. Ury 10" ONC. WALL WALL\ 0 j I � 4/5304 III GLR. i TYP. BOTTOM I15303 i (5) #6xI W. LIJ REINF. PER „ PLAN NOTE 7 I I (12) #6xI01_DII 4" O.G. ADD'L 10 TOP $ BOT. .... L �� I ' .. i'#6 #4xl2'-O" U 12" D.G. ADO'L BOTTOM GONG. CURB PER AR < f> Ury ( Ury / 4/5304 Q" GONG POST - TENSION D SLAB T.O. 5LA - +0 II TYP., U.0!N. GONG. CURB \ I PER ARCH. \ 5�j 10-1 ` v { NEW 51 TE 6/5501 > RETAINING WALL PER 6/5301 I I I EXISTING SITE WALL TO REMAIN PER ARCH. TYP. CORNER REINF. PER 5/5502 U� 4/5304 V /5303, TYP. AT GRID C5 0 MILD MINF012GIN6 NOTES= I. ALL DIMENSIONS, ELEVATIONS, AND SLAB PENETRATIONS ON THE 5TRUGTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND MANUFACTURER'S DRAWIN65 BEFORE CONSTRUCTION BEGINS. ANY D I SCREPANC I E5 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 2. FOR 5TRUGTURAL GENERAL NOTES AND ABBREVIATIONS, SEE SHEETS 5100 AND 5I D I . 3. FOR P05T-TEN51 ON I NG, SEE 52015. 4. FOR TYPICAL CONCRETE DETAILS, SEE SHEETS 5500 TO 5504. 5. PENETRATIONS WHICH ARE NOT SHOWN ON THIS PLAN ARE NOT ALLOWED WITHIN 12" OF ANY COLUMNS AND WITHIN I-1/2" OF ANY TENDON. FOR PENETRATIONS NEAR TENDON ANCHORS, SEE DETAIL 6/5302. 6. DRILLING INTO P05T-TEN5IONED SLAB WITHOUT APPROVAL FROM THE 5TRUGTURAL ENGINEER OF RECORD 15 NOT ALLOWED. SLEEVES AND HANGER INSERTS, ETC,. IN THE POST -TENSIONED SLAB MUST BE PLACED BEFORE POURING CONCRETE. 7. TYPICAL SLAB BOTTOM REINFORCING STEEL SHALL BE #4 24" O.G. EACH WAY U.O.N. IN ADDITION TO OTHER BOTTOM RE I NFORG I NG SHOWN. BARS SHALL BE LAPPED 2'-0" MINIMUM AT ALL SPLICE LOCATIONS AND NOT MORE THAN 50% OF THE TOTAL BARS SHALL BE SPLICED AT ANY BAY. 8. ALL REINFORCING SHOWN ON PLAN 15 LOCATED AT THE TOP OF THE SLAB U.O.N. Q (7) #6 X 10'- I ND I GATE5 (1) #6 RE I NFORG I NG BARS X 10'-0" LONG ADDED TO THE TOP OF THE SLAB, U.O.N. BARS SHALL BE CENTERED OVER THE SUPPORT AND ARRANGED PER 10/5505. 10. O INDICATES STUDRAIL PER SCHEDULE ON DETAIL 1/5504. II. SEE SHEET 5200 FOR FOUNDATION PLAN NOTES. LBGW_ TYPICAL SLAB LOADING AT GARAGE 10 P5F DL (APPLIED) 40 P5F LL TRASH ROOM LOADING 10 P5F OL (APPLIED) 125 P5F LL EXITING AND RETAIL LOADING 10 P5F OL (APPLIED) 100 P5F LL v+ INDICATES A CONCRETE COLUMN TYPE PER 15/5501 INDICATES NON -BEARING CMU WALL ABOVE PER ARCH. AND DETAIL 15/5501 INDICATES STEPPED FOOTING PER 15/5500, CONTRACTOR TO COORDINATE STEP LOCATIONS WITH ELEVATIONS SHOWN ON ARCH. DRAWING5 Fx.x I ND I GATE5 SPREAD FOOTING PER 56HEDULE ON 5/5501 INDICATES FOOTING INDICATES CONCRETE WALL ABOVE SMGTURAL 5LAB 50HEDULE MARK THICKNESS TOP REINF. BOT. REINF. TRANSVERSE REINF. COMMENTS 51 1" #5 12" D.G. #5 12" O.G. #5 12" O.G. BOT. - ..................................................... I ` 5 BARRIER WALL I 4" GONG. SLAB -ON -GRADE, i TYP., U.O.N. SEE NOTES 5 TO i 7 ON FOUNDATION PLAN i I6/5301 s , L (5200). T.O. SLAB EL. = i ,$/ / /, 1 I 4/5301 I +0'-0" TYP., U.O.N. i 6v`ti vry TYP. ury vry ury i —7 i I I I I I I I I I I I I -- I I I ( ( � I ----- i I------ I- -- I----- I------ i F5.5 i F10.5 a 0 FD FQ.O FQ.0 c3 i I-O II 16 5301 I I I -I- TYP � - - - -I- N C- .......... ......................... ... �I-------- - -------------1 --------------- -- ------ u - - - - - - w - .. .. .. .. .. .. .... n; n':' :: 'u uu:uuuuuuuuu ,... wuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu uw. wwwwwwwwwwwwwwwww . u---w---w---w-- w w " 16/5301 I I-01I 17/5301 17/5301 w� ^� 10 GONG. LOCATE BOTTOM OF TYP. 10" GONG. WALL FOOTING PER 2/5504 TO WALL 15'-7" 26'-3 1 /2" 23'-2" 12'-11 " , 46'-10 1 /2" AVOID SURCHARGING I THE FOUNDATION WALL I I I I 16'-10 1 /2" 26-11 " 22'-5 1 /2" 21'-2" , 23'-1 ° C1 C2 C3 C4 CS C6 C7 LEVEL (FRAMING/MILD REINFORCING PLAN w 0 C+� - CJ Eel - CL tud'OMEN STRAZZ,A,RA ARCHITECTURE PLANNING CONSULTING: 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/C}WNER Westgate Village LLC TITLE STAMP y PROJECT NUMBER 16369.01 ISSUED FOR: DATE: BUILDING PERMIT 3/15/17 BUILDING PERMIT CORRECTION #1 6/23/17 APPROVAL BY: DRAWN BY. SG CHECKED BY: TJS/SKK SHEET CONTENTS LEVEL 1 FRAMING / MILD REINFORCING PLAN SHEET NUMBER C1 C4' C2 C3 C4 C5 P051MIONIN6 PLA�N 1�TE5: ALL DIMENSIONS, ELEVATIONS, AND SLAB PENETRATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND MANUFAGTURER'S PRAAI NC75 BEFORE CONSTRUGTI ON BEG I N5. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARGH I TECT AND ENGINEER IMMEDIATELY. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE SHEETS 5100 AND 5101. FOR MILD REINFORGIN6 AND 5EGTION GUTS, SEE 5201A. FOR TYPICAL P.T. CONCRETE DETAILS, 5EE 5HEET5 5502 AND 5303. PENETRATIONS WHICH ARE NOT SHOWN ON THIS PLAN ARE NOT ALLOWED WITHIN 12" OF ANY COLUMNS AND WITHIN 1-1/2" OF ANY TENDON. FOR PENETRATIONS NEAR TENDON ANCHORS, SEE DETAIL 6/5302. DRILLING INTO PO5T-TEN5IONED SLAB WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD 15 NOT ALLOWED. SLEEVES AND HANGER INSERTS, ETG. IN THE P05T-TEN5IONED SLAB MUST BE PLACED BEFORE POURING CONCRETE. 6.0 5-91 NO I GATES THE D 15TANGE I N I NGHE5 TO THE C� OF THE TENDON FROM THE BOTTOM OF THE SOFFIT. IT DOES INCLUDE THE ADDITIONAL THICKNESS AT BEAMS, ETC. ALL TENDONS AND ANGHOR5 SHALL HAVE THE ADDITIONAL CORROSION PROTECTION OF AN ENCAPSULATED SYSTEM. SLAB 15 DE516NED FOR I -HOUR FIRE SEPARATION. SWEEP DISTRIBUTED TENDONS AROUND SLAB OPENING. PROVIDE ADO'L RE I NF. PER 1/5302, TYP. tud'OMEN STRA,ZZA,R,A ARCHITECTURE; PLANNING CONSULTING: WESTERN2001 AVE Seattle, 1 l 98101 ii 587 3797 2065870588 1511 THIRD AVENUE SUITE 323 SEATTLE, WA s# • TEL 206.9573900 QUANTU 206.957,3901 • VillageWestgate LLC � ` O 1 1 i PROJECT NUMBER 16369.01 ISSUED FOR: DATE: BUILDING PERMIT 3/15/17 I BUILDING PERMIT CORRECTION #1 6/23/17 DRAWN ■■ r LEVEL 1 • 1 POST -TENSIONING PLAN LEVEL I FRAMING/POST-TENSIONING PLAN NUMBER SHEET CA � CB CF h0 m 9 zo M N 5/5504 SIM. #5 STIRRUPS x @ S" O.G. GONG. BEAM (BM4) AT SLAB EDGE #5 STIRRUPS x @ S" O.G. #5 STIRRUPS x E @ 4" O.G. 6 _ _#4x20'-O" @ _ 12" O.G. ADD'L I BOTTOM #5 STIRRUPS x @ 8" #5 STIRRUPS x E @ 4" O.G. I CONT. GONG. BEAM (BM4) AT SLAB EDGE, SEE NOTE II I TYP. CORNER REINF. PER 3/5302 BATHTUB AND TOILET LOCATIONS SHOWN FOR REFERENCE ONLY. SEE DETAIL 8/5303 FOR ADDITIONAL REINF. AT SLAB BLOGKOUT5 5/5304 ,� V #3 @ 12" O.G. EACH WAY (TOP $ BOT.) EDGE REINF. PER 11/5505, TYP. #5 STIRRUPS x @ 6" O.G. 1b 00 I. MILD REINFORGIN6 PL�A�N 1�TE5= ALL DIMENSIONS, ELEVATIONS, AND SLAB PENETRATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND MANUFACTURER'S PRAAI NC75 BEFORE CONSTRUCTION BEG I N5. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 2. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, 5EE SHEETS 5100 AND 5101. 3. FOR P05T-TEN5I0NIN6, SEE 52025. FOR WOOD SHEAR WALL5 AND HOLOOWN5, 5EE 5202G. 4. FOR TYPICAL CONCRETE DETAILS, 5EE SHEETS 5300 TO 5304. 5. PENETRATIONS WHIGH ARE NOT SHOWN ON THI5 PLAN ARE NOT ALLOWED WITHIN 12" OF ANY COLUMNS AND WITHIN I-1/2" OF ANY TENDON. FOR PENETRATIONS NEAR TENDON ANCHORS, SEE DETAIL 6/5302. 6. DRI LL I N6 INTO P05T-TEN5I ONED SLAB WITHOUT APPROVAL FROM THE STRUCTURAL EN61NEER OF RECORD 15 NOT ALLOWED. SLEEVES AND HANGER INSERTS, ETC. IN THE P05T-TEN5I ONED SLAB MUST BE PLACED BEFORE POURING CONCRETE. 7. TYPICAL SLAB BOTTOM REINFORGIN6 STEEL SHALL BE #4 @ 24" O.G. EACH WAY U.O.N. IN ADDITION TO OTHER BOTTOM REINFORCIN6 SHOWN. BARS SHALL BE LAPPED 2'-0" MINIMUM AT ALL SPLICE LOCATIONS AND NOT MORE THAN 50% OF THE TOTAL BARS SHALL BE 5PL ICED AT ANY BAY. 5. ALL RE I NFORG I N6 5HOWN ON PLAN 15 LOCATED AT THE TOP OF THE SLAB U.O.N. 1. (6) #6 X 12'- INDICATES (6) #6 RE I NFORG I N6 BARS X 12'-0" LONG ADDED TO THE TOP OF THE SLAB, U.O.N. BAR5 SHALL BE CENTERED OVER THE SUPPORT AND ARRANGED s o. PER 10/5303. s% 10. SEE 20/5400 FOR ADD'L RE I NFORG I N6 REOD. AT HOLDOWN5. 11. REFER TO CONCRETE BEAM SCHEDULE I5/5302 FOR BEAM SIZE AND REINFORCEMENT REQUIREMENTS. 12. OX INDICATES 5TUDRAIL PER SCHEDULE ON DETAIL a/5304. moo, TYP. RACK CONTROL REINF AT ALL WALL5 PER �/5303 .LE6W_ TYPICAL TRANSFER SLAB LOADING 120 P5F DL (APPLIED) 100 P5F LL 0 PRIVATE BALCONY/PATIO LOADING 15 P5F DL (APPLIED) 60 P5F LL INDICATES SLAB TOP REINF. SHALL BE LOCATED OVER THE ENTIRE LENGTH OF THE CONCRETE BEAM 5/5304 51M. V tud'OMEN STRAZZ,A,RA ARCHITECTURE PLANNING CONSULTING: 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.9573900 QUANTUM 206.957,3901 • CLIENT/OWNER Westgate Village LLC TITLE STAMP WIT y PROJECT 16369-0. ISSUED FOR: DATE: BUILDING PERMIT 3/15/17 A BUILDING PERMIT CORRECTION #1 6/23/17 APPROVAL BY: DRAWN BY: SC CHECKED BY: TJS/SKK SHEET CONTENTS LEVEL 2 FRAMING / MILD REINFORCING PLAN SHEET NUMBER S202A CA � CB C DE Z h0 m MOIN M CK N CZ Ci C4' C2 C3 C4 C5 CT � I I .4141. I I I IU \L I;�' I_ 4.5 5.0 /O. ( 10.51 5.0 .5 4T 0 BATHTUB AND TOILET LOCATIONS SHORN FOR REFERENCE ONLY /0.5 7.0 /0.5 6.5 .0 4T v 3'-q" O.GA# a , \ - 11 1 - - Z . � I o.. o o. I o 0 2.0 6.0� �cj 7.5 f �� 4.0 28T 25T --- lo.0 8.5 �s ry�� - - - o---------- - ---- 1k; \\\ / b0 0 \\ I \ 0 <, / NO I I I I 15'-7" 26'-3 1 /2" 23'-2" 12'-11 " C11 (C2 (C3) (C4 ma P051MIONIN6 PLA�N 1�TE5: I. ALL DIMENSIONS, ELEVATIONS, AND SLAB PENETRATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND MANUFACTURER'S PRAAI NC75 BEFORE CONSTRUCTION BEG I N5. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 2. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, 5EE SHEETS 5100 AND 5I0I. 3. FOR MILD REINFORGIN(5 AND SECTION GUTS, SEE 5202A. FOR ROOD SHEAR AALL5 AND HOLDOAN5, 5EE 5202G. 4. FOR TYPICAL P.T. CONCRETE DETAILS, SEE SHEETS 5302 AND 5503. 5. PENETRATIONS AHIGH ARE NOT SHOWN ON THI5 PLAN ARE NOT ALLOWED WITHIN 12" OF ANY COLUMNS OR DROP GAPS AND WITHIN I-I/2" OF ANY TENDON. FOR PENETRATIONS NEAR TENDON ANGHOR5, 5EE DETAIL 6/5302. 6. DRI LL I N6 INTO P05T-TEN5I ONED SLAB WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD 15 NOT ALLOWED. SLEEVES AND HANGER INSERTS, ETC. IN THE P05T-TEN5I ONED SLAB MUST BE PLACED BEFORE POURING CONCRETE. 6.0 1. 5-0---i INDICATES THE DISTANCE IN INCHES TO THE q OF THE TENDON FROM THE BOTTOM OF THE SOFFIT. THE TENDON HEIGHT INCLUDES THE ADDITIONAL THICKNESS AT BEAMS, ETC.. 8. ALL TENDONS AND ANGHOR5 SHALL HAVE THE ADDITIONAL CORROSION PROTECTION OF AN ENCAPSULATED SYSTEM. a. SLAB 15 DE5I&NED FOi 3-HOUR I RE 5EPARATI ON. 00 SWEEP DISTRIBUTED TENDONS AROUND SLAB OPENI N6. PROVIDE ADD' \ 6.0 2.0 /O.O 5.0 ID.O 4.5 /D.D 4.5 u) tfi 4.5 6.0 6.0 6T 0 I I I cn cn m I I 46'-10 1 /2" 16'-10 1 /2" 26-11 " 22'-5 1 /2" C5 L�Y�L 2 SCALE: I/S" = I'_0' FRAMIN6/FOST-TENSIONIN6 C6 PLAN REFERENC ONLY �n 4.5 /D.O N 6.0 6.0 I I ® U, m I 21'-2" 3.25 6.0 23'-1 " o t� C7) (C81 (C9) (C,1)0 (C1 4.5 21T 5i - CK tud'OMEN STRAZZ,A,RA ARCHITECTURE; PLANNING CONSULTING: 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com 1511 THIRD AVENUE SUITE 323 s# TEL 206.9573900 QUANTUM 206.957,3901 • CLIENT/OWNER Westgate Village LLC TITLE STAMP PROJECT 16369-0. ISSUED FOR: DATE: BUILDING PERMIT 3/15/17 A BUILDING PERMIT CORRECTION #1 6/23/17 APPROVAL BY: DRAWN BY: SC CHECKED BY: TJS/SKK SHEET CONTENTS LEVEL 2 FRAMING / POST -TENSIONING PLAN NUMBERSHEET WAw BAO 9 Lin � N moz C4' C2 C3 �X �X f �X 13/5401 �y 23 ........ C4 C5 b+b 12" GONG. P05T- TEN51ONED SLAB. T.O. SLAB EL. = +I3'-0" TYP I. SEE SHEETS 5100 AND 5101 FOR 5TRUGTURAL GENERAL NOTES AND ABBREVIATIONS. SEE SHEETS 5400 4 5401 FOR TYPICAL WOOD DETAILS AT SLAB. 2. SEE SHEETS 5400 TO 5402 FOR TYPICAL WOOD FRAMING DETAILS. 3. PROVIDE WALL TO WALL GONNEGTIONS PER 20/5401. 4. FOR SILL PLATE ANCHOR BOLT LAYOUT TO GONGRETE FOUNDATION AALL5 AND SLABS, 5EE DETAIL 1/5400. 5. ALL INTERIOR BEARING AALL5 SHALL BE TYPE < , U.O.N. ALL GORRIDOR AALL5 SHALL BE TYPE O, U.O.N. ALL EXTERIOR WALLS SHALL BE TYPE O, U.O.N. SEE 11/5400 FOR BEARING HALL STUD 5GHEDULE, BEARING HALL GALLOUT TYPES APPLY FOR THE FULL 5TAGKED HEIGHT OF THE HALL. 6. POSTS I ND I GATED ARE ABOVE THIS LEVEL. ALL P05T5 NOT 5PEG I F I ED SHALL BE (2) 2x U.O.N. 50LID 5AAN MEMBERS OF EQUIVALENT 51ZE MAY BE 5UB5TITUTED FOR BUILT-UP MEMBER (5UGH A5 A 4x(o FOR (5) 2x4). SEE 5GHEDULE ON 12/5400. I. ALL EXTERIOR AALL5 SHALL BE SHEATHED PER 5161-6 REQUIREMENTS, U.O.N. SEE 5GHEDULE ON 10/5400. ALL INTERIOR AND EXTERIOR SHEAR AALL5 SHALL BE SHEATHED WITH 15/32" PLYWOOD 5HEATHIN6. jiN .LE6W: INDICATES WOOD BEARING WALL OR SHEAR WALL ABOVE. INDICATES NON -BEARING WALL SEE 2/5401 FOR CONNECTIONS. INDICATES SPECIAL MULTIPLE STUD P05T ABOVE, SEE PLAN NOTE 6. P05T CALLOUT5 AT END OF SHEAR AALL5 ARE IN PLACE OF STUDS REOU I RED IN HOLDOAN SCHEDULE. INDICATES HOLDOAN AND HOLDOAN STUDS AT THI5 LEVEL (PER SCHEDULE). SEE DETAIL 20/5400. S -x I ND I GATES SHEAR HALL TYPE AT THI5 LEVEL PER 10/5400 AND PLAN NOTE 1. OI ND I GATES BEARING HALL TYPE. SEE PLAN NOTE 5. INDICATES 100 P5F LIVE LOADING, TYP. AT EXITS AND STAIRS. HOLVOWN 50HEOULE MARK HOLDOAN / GAP NO. STUDS NO. STUDS HI HDU2 / 2.3K (5) 2x4 (3) 2x6 H2 HDU4 / 3.3K (5) 2x4 (4) 2x6 H3 HDU5 / 4.IK (5) 2x4 (4) 2x6 H4 HDU5 / 5.1K (6) 2x4 (4) 2x6 H5 HDUII / S.IK (6) 2x4 (5) 2x6 l�GTt-5' NO. STUDS"15 TOTAL NUMBER OF HALL END STUDS A5 5HOAN ON 20/5400, U.O.N. ON PLANS. STUDS SHALL BE DF#2 OR BETTER. I ND I GATE THE REOU I RED ALLOWABLE TEN51 LE CAPACITY OF THE THREADED R005 AND ANCHOR BOLTS. I G \,2 m '�$ 'co c3i5 13/5401 I S/5401 1 S/5401DK ,2 i - - - - - -E ................ 15'-7" 26'-3 1 /2" 23'-2" 12'-11 " 46-10 1 /2" 16-10 1 /2" 26-11 " 22'-5 1 /2" 21'-2" 23'-1 " C1) (C2 C3 C4 C5 LEVEL 2 WOOD FRAMING a�l C6 C7 (C8 C9 (C,0 C1 - CJ ED - CL tudIOMEN STRA'ZZA,RA ARCHITECTURE. PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com 1511 THIRD AVENUE SUITE 323 6;k SEATTLE, WA8 TEL • # 0 QUANTU M FAX i .957,3901 Village Westgate LLC 10032 EDMONDSj EDMONDS, WA, 98020 STAMP KEY PLAN PROJECT 16369-0. ISSUED FOR: DATE: PERMITBUILDING PERMIT 3/15/17 BUILDING CORRECTION 6/23/17 APPROVAL BY: DRAWN BY: SC CHECKED BY: TJS/SKK SHEET CONTENTS NUMBERLEVEL 2 WOOD FRAMING PLAN SHEET CB CF Ci z10 1/5402 b4'� h0 m 0 O zo M N C11 (C2 (C3) (C4 C5 LEVEL 3 1" SCALE: I/S" = I'_0" RAMING PLAN CORRIDOR NOTE: TYPICAL CORRIDOR FLOOR FRAMING (SHADED) GON515T5 OF III/a" TJI 230 (MAXIMUM 161 SPAN) @ 11.211 O.G. MAX. SPACING. TYPICAL CORRIDOR BEAM GON515T5 OF 5%4x7% LVL. TOP OF BEAM SHALL BE FLUSH WITH TOP OF TJI. 5EE 1, 10, 4 11/5402 FOR TYPICAL CORRIDOR FRAMING DETAILS. BEAM/JO15T 50HEOULE MARK J015T/BEAM HANGER (U.O.N) JI 111/8" TJI 210 @ 16" O.G. IT5 J2 aV211 TJI 110 @ 16" O.G. IU5 (FACE MOUNT) BI 3%2xII% L5L LBV E32 5%4x I I % P5L - B3 5%4xl%2 P5L - HOLOOWN 5TRAF 50HEOULE MARK HOEDOWN / GAP NO. 5TUD5 NO. 5TUD5 51 G516 / I.SK (4) 2x4 (3) 2x6 52 GM5TCI6 / 4.6K (4) 2x4 (3) 2x6 SEE PLAN NOTES 2 $ 3, TYP. U.O.N. I�1 PRE -FABRICATED BALCONY TO BE DE516NED A5 A DEFERRED SUBMITTAL. TYP_ P�,A�N NOTES: I. 5EE SHEETS 5100 TO 5101 FOR STRUGTURAL GENERAL NOTES INDIGATE5 FRAMING DIRECTION. AND ABBREVIATIONS. 5EE 5HEET5 5400 TO 5402 FOR TYPICAL WOOD DETAILS. 2. TYPICAL FLOOR FRAMING CONSISTS OF I%411 (MAX) 6YPCRETE PER ARCH. OVER 23/32" T$6 APA RATED 5HEATHIN6 (INDEX 48/24) LAID FACE GRAIN PERPENDICULAR OVER III/a" TJI 210 ® 16"O.G. U.O.N. HANG J015T5 w/ IT5 HANGER AT FLUSH BEAMS U.O.N. 3. NAIL FLOOR 5HEATHIN6 TO FRAMING w/ 8d COMMON NAILS (0.13111(Px2%2") ® 6" O.G. AT PANEL E06E5 AND 12" O.G. IN FIELD. 5EE 1/5400. 4. ALL INTERIOR BEARING WALLS SHALL BE TYPE OB , U.O.N. ALL CORRIDOR WALLS SHALL BE TYPE O, U.O.N. ALL EXTERIOR WALL5 SHALL BE TYPE O, U.O.N. 5EE 11/5400. BEARING WALL GALL OUT TYPES APPLY FOR FULL STACKED HEIGHT (5EE SHEET 5202G). 5. P05T5 INDIGATED ARE ABOVE TH15 LEVEL. ALL POSTS NOT SPEGIFIED 5HALL BE (2) 2x U.O.N. 50LID SAWN MEMBERS OF EQUIVALENT 51 ZE MAY BE 5UB5T1 TUTED FOR BUILT-UP MEMBER (SUGH A5 A 4x6 FOR (3) 2x4). 5EE 5GHEDULE ON 12/5400. (b. PROVIDE 50L I D OR BUILT-UP WOOD P05T5 BENEATH THE ENDS OF ALL FLOOR BEAMS AND POSTS ABOVE FOR 50L I D BEARING. (FILL JOIST SPACE A5 WELL). 5EE DETAIL5 12/5400 AND 1/5401. 1. TYPICAL HEADERS 5HALL BE (2) 2x10 U.O.N. 5EE 10/5401 FOR TRIM STUD REQUIREMENTS, U.O.N. 8. PROVIDE WALL TO WALL GONNEGTI ON5 PER 20/5401. 5EE 6/5401 FOR TOP PLATE SPLIGE. a. ALL EXTERIOR WALL5 5HALL BE SHEATHED PER 5W-6 REQUIREMENTS, U.O.N. 5EE 5GHEDULE ON 10/5400. ALL INTERIOR AND EXTERIOR SHEAR WALL5 5HALL BE SHEATHED WITH 15/321, PLYWOOD 5HEATHIN6. 10. ALIGN A J015T OR BLOGKIN6 OVER THE FULL LENGTH OF ALL BEARING WALL5 AND SHEAR WALL5. 5EE 10/5400 FOR SPECIAL SHEAR WALL BLOGKIN6 REQUIREMENTS. to I / /5402 , /- r A I rn - -#rn 11, 1 r i"rn,- \x6 C6) (C7) (C81 (C9) (C",01 (C1 I ND I GATES HEADER MEMBER. 6�6 I1/5402, TYP. AT BALCONY b�(o JI, TYP. U.O.N. +6 CG CH CI - CK tud'OMEN STRA,ZZA,RA ARCHITECTURE; PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com 1511 THIRD AVENUE SUITE 323 SEATTLE, WA s8 • TEL 206.9573900 QUANTUM 206.957,3901 • CLIENT/OWNER Westgate Village LLC TITLE STAMP II y PROJECT 16369-0. ISSUED FOR: DATE: BUILDING PERMIT 3/15/17 BUILDING PERMIT CORRECTION #1 6/23/17 APPROVAL BY: DRAWN BY: SC CHECKED BY: TJS/SKK SHEET CONTENTS LEVEL 3 FRAMING PLAN SHEET NUMBER r . b CE - - 10 I .2 C3 C-)\ )\ C4 6/5405 Q 5\ C5 0`4`,a0`4`4r n, 40'-.,., T .,:9„ PROVIDE L5L BLK6. BTWN. J015T5, ALIGNED w/ WALL ABOVE B2 (FLU5H), AL 16N w/ WALL ABOVE, TYP. Pz03 b% W,)rT! 41 f�ms' CORRIDOR NOTE: TYPICAL CORRIDOR FLOOR FRAMING (SHADED) CONSISTS OF III/a" TJI 230 (MAXIMUM 165PAN) @ 11.2" O.G. MAX. SPACING. TYPICAL CORRIDOR BEAM CONSISTS OF 5%4x7% LVL. TOP OF BEAM SHALL BE FLUSH WITH TOP OF TJI. 5EE 1, 10, 4 11/5402 FOR TYPICAL CORRIDOR FRAMING DETAIL5. BEAM/JOIST SCHEDULE MARK J015T/BEAM HANGER (U.O.N.) JI 117/8" TJI 210 @ 16" O.G. IT5 J2 a%2" TJI 110 @ 16" O.G. IU5 (FACE MOUNT) J3 111/a" TJI 360 @ 16" O.G. IT5 BI 3r2xII% L5L LBV B2 %x I I % P5L - E33 5/4xl%2 P5L - HOLDOYIN STRAW 50HEOULE MARK HOLDOWN / GAP NO. 5TUD5 NO. 5TUD5 51 C516 / 1.8K (5) 2x4 (2) 2x6 52 GM5TG16 / 4.6K (5) 2x4 (2) 2x6 53 M5TG48B3 / 3.5K (3) 2x4 (2) 2x6 u � b/5402 JDS FILM NOTES: I. 5EE 5HEET5 5100 TO 5101 FOR 5TRUGTURAL GENERAL NOTES AND ABBREVIATION5. 5EE 5HEET5 5400 TO 5402 FOR TYPICAL WOOD DETAILS. 2. TYPICAL FLOOR FRAMING CONSISTS OF I%4" (MAX) 6YPCRETE PER ARCH. OVER 23/32" T$6 APA RATED 5HEATHIN6 (INDEX 48/24) LAID FACE GRAIN PERPENDICULAR OVER III/a" TJI 210 ® 16" O.G. U.O.N. HANG J015T5 w/ IT5 HANGER AT FLUSH BEAMS U.O.N. 3. NAIL FLOOR 5HEATHIN6 TO FRAMING w/ 8d COMMON NAILS (0.131 "(Px2%2") ® 6" O.G. AT PANEL EDISE5 AND 12" O.G. IN FIELD. 5EE 1/5400. 4. ALL INTERIOR BEARING WALL5 5HALL BE TYPE O, U.O.N. ALL CORRIDOR WALLS SHALL BE TYPE O, U.O.N. ALL EXTERIOR WALL5 5HALL BE TYPE O, U.O.N. 5EE 11/5400. BEARING WALL GALL OUT TYPES APPLY FOR FULL 5TACKE0 HEIGHT (5EE SHEET 5202G). 5. PO5T5 INDIGATED ARE ABOVE TH15 LEVEL. ALL PO5T5 NOT 5PEGIFIED 5HALL BE (2) 2x U.O.N. 50LID 5AWN MEMBER5 OF EG2U I VALENT 51 ZE MAY BE 5UB5T1 TUTED FOR BUILT-UP MEMBER (5UGH A5 A 4x(o FOR (3) 2x4). 5EE 5GHEDULE ON 12/5400. 6. PROVIDE 50L I D OR BUILT-UP WOOD P05T5 BENEATH THE EN05 OF ALL FLOOR BEAM5 AND P05T5 ABOVE FOR 50L I D BEARING. (FILL J015T SPACE A5 WELL). 5EE DETAIL5 12/5400 AND 1/5401. 1. TYPICAL HEADERS 5HALL BE (2) 2x10 U.O.N. 5EE 10/5401 FOR TRIM STUD REOUIREMENT5, U.O.N. 8. PROVIDE WALL TO WALL GONNEGTI ON5 PER 20/5401. 5EE 6/5401 FOR TOP PLATE 5PLIGE. �. ALL EXTERIOR WALL5 5HALL BE SHEATHED PER 5161-6 REG2UIREMENT5, U.O.N. 5EE 5GHEDULE ON 10/5400. ALL INTERIOR AND EXTERIOR 5HEAR WALL5 5HALL BE SHEATHED WITH 15/32" PLYWOOD 5HEATHIN6. 10. ALIGN A J015T OR BLOGKIN6 OVER THE FULL LENGTH OF ALL BEARING WALL5 AND 5HEAR WALL5. 5EE 10/5400 FOR 5PEGIAL 5HEAR WALL BLOGKIN6 REQUIREMENTS. PRE -FABRICATED BALCONY TO BE DE516NED A5 A DEFERRED 5UBMITTAL, TYP. STAIR 5 RIN6ER5 la/5402, TYP. AT BALCONY PER 1615401, TYP. to 1b . / I m, s/ 1, %*.b 0 1 \ 0 Evil 4/5402 i b/5402 I I I I I I I I I I 15-7" 26'-3 1 /2" 23'-2" 12'-11 " 46-10 1 /2" 16-10 1 /2" 26-11 " 22'-5 1 /2" 21'-2" 23'-1 " C11 rC 2 rC 3 rC 4 C5 LEVEL 4 SCALE: I/S" = I'_0' FRAMING PLAN .LEA: INDICATES FRAMING DIRECTION. INDICATE-5 EXTENT OF FRAMING - I ND I GATE5 HEADER MEMBER. SEE PLAN NOTE 1. INDIGATE5 WOOD BEARING WALL OR 5HEAR WALL ABOVE. I ND I GATE5 NON -BEARING WALL. 5EE 1 4 2/5401 FOR CONNECTIONS - - INDIGATE5 ROOD BEARING WALL OR 5HEAR WALL BELOW. Jx I ND I GATE5 J015T PER 5GHEDULE. $x I ND I GATE5 BEAM PER 5GHEDULE. I ND I GATE5 100 P5F LIVE LOAD I N6, TYP. AT EXIT5, 5TAIR5, AND PUBLIC A55EMBLY AREAS. INDIGATE5 5PEGIAL MULTIPLE �1'y+ STUD P05T ABOVE, SEE PLAN NOTE 5. BEAM5 5HALL EXTEND OVER ALL 5TUD5 GALLED OUT ON PLAN PER DETAIL5 10 $ 11/5401. P05T CALLOUT5 AT END OF 5HEAR WALL5 ARE IN PLACE OF 5TUD5 REGU I RED IN HOLDOAN 5GHEDULE. 5A-x I ND I GATE5 5HEAR HALL TYPE AT TH15 LEVEL PER 10/5400 AND PLAN NOTE Q INDIGATE5 CORRIDOR FRAMING PER CORRIDOR NOTE I �+ I ND I GATE5 HOLDOAN STRAP AND HOLDOAN 5TUD5 AT TH15 LEVEL (PER 5GHEDULE). 5EE DETAIL 15/5400. s m O cos m - PROVIDE L5L BLK6 BTWN. JO I5T5, AL I ONED w/ WALL ABOVE ------� I� ( 6/5403 C6) (C7) (C81 (C9) (C",01 (C1 tud'OMEN STRA,ZZA,RA ARCHITECTURE; PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com 1511 THIRD AVENUE SUITE 323 SEATTLE, WA s8 • TEL 206.9573900 QUANTUM 206.957,3901 • CLIENT/OWNER Westgate Village LLC TITLE STAMP PROJECT NUMBER 16369-0. ISSUED FOR: DATE: BUILDING PERMIT 3/15/17 A BUILDING PERMIT CORRECTION #1 6/23/17 APPROVAL BY: DRAWN BY: SC CHECKED BY: TJS/SKK SHEET CONTENTS LEVEL 4 FRAMING PLAN SHEET 0NUMBER C 1 C4' CT I CA CZ - - - - - CD em TYP. ROOF FRAMING PER PLAN NOTES 2 1 3, U.O.N. - 6/5403 6/5403 I TYP. ROOF FRAMING PER PLAN NOTES 2 $ 3, U.O.N. — C3 C5 BEAM/J015T 50F EVULE MARK JOI5T/BEAM HANGER (U.O.N) RJI 111/8" TJI 210 @ 24" O.G. IT5 RJ2 111/6" TJI 250 @ 16" O.G. IT5 RBI 3r2xII1/8 L5L LBV RB2 5%4x I I % P5L - E33 5%x1%4 LVL - 2x6 5TUD5 ® 16" O.G., TYP. AT EXTERIOR WALL AROUND I I I 41'-10 1 /2" L 36'-1 1 /2" / 156'-4 1 /2" Cl) (C3) (C5 ROOF " NOTES: I. 5EE 5HEET5 5100 AND 5101 FOR STRUCTURAL GENERAL NOTE5 AND ABBREVIATIONS. 5EE 5HEET5 5400 TO 5403 FOR TYPICAL ROOD DETAILS. 2. TYPICAL ROOF FRAMING CONSISTS OF 11/32" APA RATED PLYWOOD 5HEATHIN6 (INDEX 40/20) LAID FACE GRAIN PERPENDICULAR OVER 111/8" TJI 210 J015T5 24" O.G., U.O.N. 3. NAIL ROOF 5HEATHIN6 TO FRAMING WITH Sd COMMON NAILS (0.13114 x 25, LONG) AT 6" O.G. AT ALL PANELS E06E5 AND Sd NAIL5 AT 12" O.G. AT INTERMEDIATE FRAMI N6 MEMBER5. (UNBLOCKED), 5EE 1/5400. 4. ALL HEADERS NOT 5HOAN ON PLAN 5HALL BE (2) 2x10 FOR EXTERIOR BEARING AALL5 BELOW AND (2) 2x10 FOR INTERIOR BEARING AALL5 BELOA. 5EE 10/5401. 5. PROVIDE 50L I D OR BUILT-UP ROOD P05T5 BENEATH THE EN05 OF ALL ROOF BEAMS FOR 50LID BEARIN(5. (b. FOR TOP PLATE SPLICE, 5EE DETAIL 6/5401. 1. NON -BEARING INTERIOR AALL5 TO BE ATTACHED TO BOTTOM OF J015T5 WITH 5TG GLIP5 AT 45" ON CENTER. IN5TALL IN ACCORDANCE WITH 51MP50N RECOMMENDATIONS. 5EE DETAIL 2/5401. `I n/=,�v_) LE16w: INDIGATE5 FRAMING DIRE( TION. INDIGATE5 EXTENT OF FRAMING. — I ND I GATE5 HEADER MEMBER. 5EE PLAN NOTE 4. INDIGATE5 WOOD BEARING WALL OR SHEAR WALL BELOW. Rix INDIGATE5 ROOF J015T PER 5GHEDULE. RBx INDIGATE5 BEAM PER 5GHEDULE. ® R.A. INDICATES ROOF ANCHOR LOCATION PER ARCH. DRAININ65. 5EE 14/5403 FOR J015T LOADING AND ADDITIONAL FRAMING REGUREMENT5 (VERIFY LOCATION AND LOAD5 WITH ANCHOR MFR.). I ND I GATE5 ROOD P05T BELOA. TYP. ROOF FRAMING PER PLA NOTES 2 1$ 3, U.O.N. 1/5405 6/5403 7/5403 V '°o N K4P tud'OMEN STRAZZA,RA ARCHITECTURE; PLANNING CONSULTINGc AVE2001 WESTERN Seattle, 1 l 98101 ii 587 3797 i • 1511 THIRD AVENUE SUITE 323 41 SEATTLE, .# 0 TEL 206.9573900 QUANTU 206.957,3901 • VillageWestgate LLC 1 p Fp s f i PROJECT NUMBER 16369-01 ISSUED FOR: DATE: BUILDING PERMIT 3/15/17 A BUILDING PERMIT CORRECTION #1 6/23/17 APPROVAL BY: DRAWN BY: SG CHECKED BY: TJS/SKK V\\>)) 5GALE: 1/5" = 1'-0" SHEET NUMBER A CONCRETE WALL DO NOT PA55 PIPES RE I NFORO I NG 5PL I OE ,ANDstud' I � PROVIDE CORNER BARS TO CORNER BARS TO PER PLAN THRU TH15 AREA M E N HORIZ. REINF. CORNER BARS TO 5TD. HOOK AT CORNER BARS TO MATCH HORIZ. REINF. MATCH GRNF. WALL DEVELOPMENT LENGTH 50HEOULE STRA,ZZA,R,A: MATCH EXTERIOR END OF IN51DE MATCH GROSS WALL HORIZ. REINF. HORIZ. REINF. HORIZ. REINF. (ALTERNATE HOOK IOd PIPE SLEEVES A5 (FOR GRADE 60, UNCOATED BARS, NORMAL AE16HT CONCRETE) DIRECTION) O Z I ARCHITECTURE PLANNING - - - - - - - - REQ D PER 1/5300 CONSULTIN.GIN I0CYMINIMUM STRAIGHT DEVELOPMENT LENGTH FOR BAR5 IN TEN51ON (L d ) ADDITIONAL o BOT. OF = _ 450 f'c = 3000 P51 f'c = 4000 P51 f'c = 5000 P51 ADDITIONAL VERT. BARS MAX. TYPIGAL BAR BAR BAR 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 VERT. BARS TYP. GORNER 51 ZE TOP BAR5 OTHER BAR5 51 ZE TOP BAR5 OTHER BAR5 51 ZE TOP BAR5 OTHER BAR5 BAR: Lb m _ _ _ _ _ _ 206 587 3797 tel o x # 3 21 16 # 3 18 14 # 3 17 13 < # 4 28" 22" # 4 25" IQ" # 4 22" 17" 206 587 0588 _____ \\"--GRO55 WALL # 5 36" 27" # 5 31" 24" # 5 28" 21" www.studioms.com GR055 WALL # 6 45" 53" # 6 57" 28" # 6 53" 26" ? n; THIGKENEO # 7 62" 48" # 7 54" 42" # 7 48" 37" I80 HOOK. STIRRUP BEAM STIRRUP GOLUI�IN TIE 6 MIN. FOOTING END BAR - # 8 71" 55" # 8 62" 47" # 8 55" 42" HOOK MAY BE SKEWED "' # q 80" 62" # � 70" 54" # a 62" 48" TO MAINTAIN COVER 2'-0" MIN. TYP. d DIAMETER OF BAR �j # 10 -10" 70" # 10 78" 60" # 10 70" 54" # 11 100" 77" # 11 87" 67" # 11 78" 60" PLAN IEW o ELEVATION SECTION A DBE GI TAIN - MEW NOTE: �3� TOP BAR5" ARE HORIZONTAL BARS w/ MORE THAN 12" DEPTH OF CONCRETE SEE SCHEDULE FOR pti NOTE: 15 �.1 THIRD AVENUE PIPES MUST RUN CAST BELOW THEM. IF CLEAR CONCRETE COVER I5 NOT GREATER THAN THE SUITE 323 LENGTHS SPLICES $ DEVELOPMENT \ PERPENDICULAR THROUGH DIAMETER OF THE BAR OR THE CENTER TO CENTER 5PAGIN6 15 NOT o REATER SEATTLE, WA 98101 o ��69' WALL (NOT 5KEWED) THAN 2 BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%. TEL 206.957.3900 FAX 206.957,3901 TYPICAL CORNER AND WALL END BAR ARRANGEMENT' AT ti o � C 0 � S U LT I N G E N G I N I: I: R s wwv�.quantumce.com CONCRETE KALL5 OR FOOTINGS SCALE: NONE DETAIL z TYPICAL PIPE INSTALLATION PER�IGULAR TO FOOTING SCALE: NONE py � � OMINIMUM GLA55 "B" LAP SPLICE LENGTH FOR BARS IN TEN51 ON (Lb) NO ADD'L REINF. 15 REQU I RED FOR #5 VERT. ® -ry f'c = 3000 P51 f'c = 4000 P51 f'c = 5000 P51 RECTANGULAR OPENINGS SMALLER L 12" O C BAR BAR BAR THAN 12 "x 12" $ ROUND OPENINGS (NOT REQUIRED d o�' MASONRY WALL 51 ZE TOP BAR5 OTHER 5AR5 51 ZE TOP BAR5 OTHER BAR5 51 ZE TOP BAR5 OTHER 5AR5 SMALLER THAN 14 IP WHERE WHERE ' L ' < 12") CONCRETE WALL # OPENINGS ARE LOCATED PER 3 28 21 # 3 24 18 # 3 22 17 THE LIMITS SHOWN, U.O.N. 3x LARGER OPENING a �� # 4 57" 28" # 4 32" 25" # 4 2Q" 23" DIMENSION (12" MIN.) (2) #5 VERT. PIPE SLEEVE PER MIN. %2" SPACE # 5 46" 36" # 5 40" 31" # 5 36" 28" AT EACH END NOTES MAX. 3/4" SPACE # 6 56" 43" # 6 48" 37" # 6 44" 34" • ° • , o� o�' (PACK WITH MORTAR # 7 01" 62" # 7 70" 54" # 7 63" 4�" CLIENT/OWNER PER ARCH.) # 8 13" 11" # 8 50" 62" # 8 72" 56" p z HOOK VERT. BARS ABOVE #3 x U OPENIN65, TYP. U.O.N. TIES @ 4" O.G. 6d 12d U.O.N. # 10 118" QO" # 10 102" 78" # 10 12" 71" �� -- FULL HEIGHT U.O.N. # II 131" 100" # II 113" 871 # II 102" 78" Westgate Village WALL END (1) #5 DIA6. AT EACH CORNER OF OPENING; ' L ' #5 VERT. ® PIPE OR CONDUIT �: LLC I I-011 (2) #5 @ WALL5 w/ (2) 12" O.G. E.F. DI = I%2" FOR #3 D2 = bd FOR #3 TO #8 (12"0 MAX.) "TOP BAR5" IN BEAMS ARE HORIZONTAL BARS w/ MORE THAN 12" DEPTH OF CONCRETE (2) #5 AROUND OPENINGS, MIN. CURTAINS OF REINF. (NOT REQUIRED DI = 2" FOR #4 02 = 8d FOR #q TO #11 CAST BELOW THEM. IF CLEAR CONCRETE COVER 15 NOT GREATER THAN THE TYP. EXTEND VERT. BARS WHERE ' L ' < 12") DI = 2%2" FOR #5 D2 = IOd FOR #14 #IS DIAMETER OF THE BAR OR THE CENTER TO CENTER 5PAGIN6 15 NOT GREATER TITLE FULL HE 16HT OF WALLZ o P01 NT MORTAR OR THAN 2 BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50% . �I (2) #6 VERT. PROVIDE CAULKING SEE TYP. CONCRETE WALL AT EACH END HOOKS 4 �� 5TD. BAR HOOKS 4� PER ARCH. Westgate DETAILS FOR HOOK OR 2 0 _ FOR STIRRUPS 4 TIES MINIMUM EMBEDMENT LENGTHS END BAR AT HORIZ. BAR5, TYP. MIN., TYP. ' ' III FOR STANDARD END HOOKS LcIh) #3 x MI b MIN. L�QI�: f'c = 3000 P51 f'c = 4000 P51 f'c = 5000 P51 Edmonds HOOK IF MIN LENGTH TIES @ 4" O.G. 1. 6" D I A. SLEEVES AND SMALLER: SCHEDULE 40 STEEL PIPE BARS SPECIFIED HERE ARE IN NOT AVAILABLE, TYP. FULL HEIGHT I BAR ALL BAR ALL BAR ALL OR SCHEDULE 60 PVC PIPE. � �� i �� 10032 EDM4NDS WAY ADDITION TO WALL REINFORCING PIER PROVIDE #5 HOOKED 2. 8 DIA. SLEEVE AND LARGER: /4 THICK STEEL PIPE (MIN.). SIZE BARS SIZE BARS SIZE BARS 0032EDME DM, WA, WA NOTED ELSEWHERE , ' DOWEL5 WHERE PIER SECTION I' L _< 2-69 3. STEEL PIPE SHALL BE HOT DIP GALVANIZED. # 3 6" # 3 6" # 3 6" 8020 WIDTH L 'H' < 2'-0" 4. SLEEVE MAY BE OMITTED IF HOLE 15 GORE DRILLED. GORE BAR OFFSET # 4 8" # 4 7" # 4 6" STAMP (AND AT DOORS) DRILLING 15 SUBJECT TO ENG 1 NEER'S APPROVAL. #5 10" #5 8" # 5 7" # 6 12" # 6 10" # 6 a" TYPICAL OPENII� RE1NFORCII& AT COIwRETE KALLS 50ALE: NONE '�' TYPICAL Ram BENDS SCALE: NONE 8 TYPICAL SLEEVE INSTALLATION TFIRU KALL SCALE: NONE � # 7 13" # 7 12" # 7 10" # 8 15" # 8 13" # 8 12" ° #4 HORIZ. AT CORNER D 1.5H - # 1 17" # Q 15" # 1 13" VS" x 1V2" PREMOLDED ADD (2) #5 MIN. 3'-0" MIN. NOTE:� #10 IQ" #10 17" #10 15" L � CONT. MASTIC JOINT STRIP. z SLAB -ON -GRADE DIAL. IN WALL 5EE 5GHEOULE (1) #4 x 2-o II 22 II IQ II 1711 (JOINT MAY BE 5AW-GUT aC PER PLAN CONSTRUCTION/CONTROL FOR SPLICES $ AT MID -DEPTH OF AT CONTRACTORS OPTION.) OF SLAB -ON -GRADE, JOINTS PER 11/5300 I E COVER 15 NOT EQUAL TO OR GREATER THAN 2%2�� AND/OR ® LENGTHS (4) SIDES END COVER FOR HOOKS 15 NOT EQUAL TO OR GREATER THAN 2", KEY PLAN 0 go THEN VALUES SHALL BE INCREASED BY 45% . 01 • PROVIDE CONTROL OR o o ooO��o o°° DO° CONCRETE WALL Of •° • % •° • �� �o� o� °moo PER PLAN 5LAB-ON-6RADE EXPANSION JOINT CONSTRUCTION JOINTS TO O ° ° 0 8„ 3 1 REINF. AROUND COLUMN, TYP. BREAK UP 5LAB-ON-GRADE Q PER PLAN 1 V MINIMUM 5TRA 16HT DEVELOPMENT V MINIMUM LAP 5PL I GE LEN6TH5 CONTROL JOINT INTO SQUARE OR RECTANGULAR. _ LENGTH FOR BAR5 I N COMPRE55I ON FOR BARS I N COMPRE551 ON (L be ) SECOND POUR FIRST POUR AREAS. THE RATIO OF LONG TO S' HE16�HT 14 ��' f'c = 3000 P51 f'c = 4000 (.dc) f'c = 3000 SHORT 51 DE D I MEN51 ON SHALL 5000 P51 40004 5000 SLAB THICKNESS KEYED JOINT NOT EXCEED 1.5. NO ACUTE #4 HORIZ. AT GORNER BARS TO D = FT6. DEPTH AND REINFORCING ANGLE5. MAXIMUM JOINT • PER PLAN P51 PER PLAN (TYP.) CONTINUE REINF. 5PAG I NG SHALL NOT EXCEED 36 HOOK 5LAB 5LAB-ON-GRADE MATCH FOOTING ° BAR ALL BAR ALL BAR ALL THRU JOINT TIMES THE 5LAB-ON-6RADE REINF. AT STEP PER PLAN RE I NFORG I NG .. .� COL. PER PLAN 51 ZE BAR5 51 ZE BARS 51 ZE BARS THICKNESS. CONTRACTOR F � � V�� , # 3 8" # 3 8" # 3 12" SHALL SUBMIT JOINT LAYOUT LINE OF EXCAVATION AS �� # 4 Jill # 4 -I" # 4 15" PLAN TO ARCHITECT z STEEP A5 P0551BLE. FAGS Q FOR APPROVAL. w � o °°o 00 # 5 14" # 5 12" # 5 IQ" cr g• o 9-• � 0 00 ° o° OF 5TEP5 SHALL BE GAST FILL w/ CONCRETE # 6 16" # 6 14" # 6 2311 °° 1 A6A I N5T UNDISTURBED EARTH. AFTER FLOOR SLAB • .• • .•� I 7 IQ 7 17 7 26 0'° IF EXCAVATION ERODES1U_=j11"11ffTrff, Lb FOOTING AND ABOVE 15 POURED # 8 22" # 8 IQ" # 8 30" 0 ° oho° o BAGKFILL WITH CONCRETE TYP. REINFORCING °o gzz,o O°o # Q 25" # Q 21" # Q 34" PLASTIC VAPOR BARRIER AND O ° o° 0 811 24 24" WHEN FOOTING 15 CAST PER PLAN # 10 28" # 10 24" # 10 38" #4 DOWELS @ # II 31" # II 27" # II 42" Ld PER I b O.G. COMPACTED GRANULAR FILL TO MATCH SCHEDULE (WHERE OCCURS) SLAB -ON -GRADE PLAN A PROJECT NUMBER GO�TRUGTION JOINT 4" t 5TB' HEI6IHT S I'-O" REINF. 16369-01 TYPICAL SLAB -ON -GRAVE JOINTS, SCALE: NONE " TYPICAL SILA$-ON-TRADE STEP DETAIL SCALE: NONE ' 2 TYPICAL STEPPED FOOTING SCALE: NONE ' �' TYPICAL % AB -ON -GRADE ISOLATION JOINT AT COL" SCALE: NONE 14 TYPICAL SPLICE SaEMLE SCALE: NONE ISSUED FOR: DATE: END BAR 5EGONO POUR FIRST POUR CON5T. JOINT CONST. JOINT BUDDING PERMIT 3/15/17 10 -0 MIN. PER NOTE PER NOTE BUILDING PERMIT FINISH GRADE GLEAN SURFACE PRIOR VERT. WALL REINF. SECOND POUR FIRST POUR BELOW BELOW CORRECTION #1 6/23/17 BAGKFILL PER LOCATE ADD'L RE I NF. TO TO SECOND PLACEMENT TYP., U.O.N. SECOND POUR F I RST POUR SECOND POUR F I RST POUR GEOTEGHNICAL ENGR. IN51DE OF HORIZONTAL OF CONCRETE HORIZ. WALL REINF., TYP. 3" 3" < � HORIZ. LAP 1% "x%` CONT. KEY ADD (2) 1�211 EXTEND ALL 1�211 EXTEND ALL TRENCH TYP. VERT. b 12 0 < SPLICE PER 15/5500 2 5T I RRUPS EA. MIN. RE I NFORG I N6 MIN. RE I NFORG I N6 EXCAVATION, TYP. 5PAG I N6 m � 51 DE OF JOINT THRU JOINT, TYP. THRU JOINT TYP. FTC. \ 2 COMPACTED FILL • • m PER 5EOTECHNICAL (4) ADDED #6 VERT. BARS rr \ ENGR. (10% AT WALL END, TYP. Z 1-b DENSITY MIN.) DC�UBI.E CURTAIN Q MIN. Q APPROVAL BY: w \� TYP. WALL REINF. IHORIZ. LAP SPLICE LU `n SIC BOTTOM OF EXCAVATION SHALL 2 12" LONG KEY @ 24" O.G. CHECK DRAWN D TJ GLR. PER 15/5500 m cN�cK�e BY: TJS/SKK NOT EXTEND BELOW TH15 LINE � PER PLAN (2 ROWS OF KEYS WHERE � WALL 15 THICKER THAN IS") HOLD KEYS BACK 2" INTERMITTENT KEY SHEET CONTENTS _ I800 HOOK FROM EXTERIOR FACE 12" WIDE @ 3'-0" O.G. (ALTERNATE HOOK DIRECTION) !2"x%2" JOINT w/ REINF. PER PLAN OF EDGE BEAMS. TYPICAL NOTES:SEALANT EA. FACE TYP. VERT. 6 BEAMS OR JOISTS SIBS 1. PROVIDE GON5TRUGTION JOINT ® 60'-O" MAX. �� 5PAG I NG CONCRETE a CONTRACTOR SHALL BE RESPONSIBLE FOR 2. LOCATION AND DETAIL OF JOINTS SHALL BE APPROVED BY �: DOTE TO CONTRACTOR ARCHITECT PRIOR TO GON5TRUGTIN6 FORMS OR PLAGIN6 CONCRETE. ALIGN FOOTING DETAILS PROTECTING THE SIDES OF THE EXCAVATION FROM JOINT w/ WALL JOINT AGI 518 5EC. 6.4.4 REQUIRES THAT CONSTRUCTION JOINTS IN FLOORS BE LOCATED WITHIN a GAVE -IN UNTIL ALL BAGKFILL 15 GOMPLETED. (4) ADDED #6 VERT. BARS 3 SEE ARCH. DWG. FOR WATERPROOFING DETAILS. THE MIDDLE THIRD OF SPANS OF SLABS, JOISTS, AND BEAMS. JOINTS IN BEAMS SHALL BE SINGLE CURTAIN AT WALL END, TYP. OFFSET A MINIMUM DISTANCE OF (2) TIMES THE WIDTH OF INTERSECTING JOISTS. 4. AL16N WALL JOINT w/ FOOTIN6 JOINT. SHEET NUMBER TYPICAL TRENCH EXCAVATION PARALLEL TO FOOT11% SCALE: NONE ' (0 W,+1l L END ADDITIONAL REIIIIIIF-ORCINS SCALE: NONE ' TYPICAL WALL JOINT 50ALE: NONE ' 8 TYPICAL FOOTINS SPLICE DETAIL SCALE: NONE TYPICAL BEAM/SLAB CONSTRUCTION JOINT SCALE: NONE 20 DOWEL5 TO MATCH 51 ZE 4 5PAG I N6 OF WALL REINF. w/ ALT. 10° BENDS IN FTC. GONG. WALL PER PLAN, REINF. PER GENERAL NOTES SLAB -ON -GRADE $ REINF. PER PLAN z p oQ°oo °c -' Q (5) #5 GONT. Ea. Ea. DOWELS TO MATCH 51 ZE 4 5PAG I N6 OF WALL REINF. w/ q0° BENDS IN FT6. GONG. WALL PER PLAN REINF. PER GENERAL NOTES SLAB ON GRADE REINF. PER PLAN C C GLR. GLR. �I 2" GLR (4) #5 @ 16" O.G. GONT. 2" _ SPREAD FOOTING SCHEDULE MARK 51 ZE RE I NFORG I NG DETAIL REMARKS F4.5 4'-6" x 4'-6" x 1'-6" (6) #5 E.W. 4/5501 F5.5 5'-6" x 5'-6" x 1'-6" (1) #5 E.W. 4/5301 F6.5 6'-6" x 6'-6" x 2'-0' (8) #6 E.W. 4/5301 F8.0 8'-0" x 8'-0" x 2'-2" (1) #7 E.W. 4/5501 Fq.O q'-0" x q'-0" x 2'-4" M #8 E.W. 4/5501 F10.5 10'-6" x 10'-6" x 3'-0" (11) #8 E.W. 4/5301 F5x6 5'-D" x 6'-0" x 1'-q" (1) #6 SHORT (6) #6 LONGITUDINAL 5/5304 COL. FOOTING AT FOUNDATION WALL F5x8 5'-0" x 8'-0" x 2'-0" (q) #1 SHORT (6) #� LONGITUDINAL 5/5304 COL. FOOTING AT FOUNDATION WALL EG2. WALL EG2. Ea. WALL EQ. GLR.IlTHICK' le. THICK. PER PLAN PER PLAN NOTE: REFER TO GENERAL STRUCTURAL NOTES AND MLL WITH Old CURTAIN OF REIN. WITH CURTAINS OF REINF. FOUNDATION PLAN FOR ALLOWABLE 501E BEARING PRESSURE TYPICAL INTL�MILL L FOOT11� WAL L LL CENTERED ON FOOTING RA I L I N6 PER ARCH. (WHERE OCCURS) 2 EMBED R 3/ax5"xI'-3" @ 1 6'-0" O.G. w/ (2) V2"0 x 3" MAX. WELDED HEADED STUDS AT EACH R. @ 12" GAGE - GONG. SLAB PER PLAN (REINF. NOT 5HOWN) 2" #4 @ 12" O.G. VERT. GLR. V4 0 #4 @ 12" O.G. HORIZ. 4" FINISH GRADE BENT fE V2" x x 0'-II" PER GIVIL/ARCH. (2) 5/4"0 ABS@ S" O.G. PROVIDE VERTICAL SPACE AN6LE5 @ COMPOSITE 6'-0" O.G. MAX. USE 1 DRAINAGE MATERIAL VERT. SLOTTED , z o00 PER GEOTEGHNI GAL HOLES AT ABS.OoO z M'c8'?REPORT GMU WALL _ (4) #4 HORIZ. BOT. 4„ 2„ NOTE: GLR. AT GONG. BEAM, TURN BENT fj'_ SUCH THAT HORIZONTAL LEG 15 OPTION A - OVER THE GMU. TYPICAL SITE �AININS WALL 5GALE: NONE (0 TYPICAL TOP OF ION-BEARINS MASONRY MIAJ L5 p - - - - - °� i i GONG. COLUMN PER PLAN ® ABOVE AND BELOW NOTEN REFER TO 15/5501 SECTION A - PLAN VIEW FOR COLUMN REINF. DOWELS TO MATCH INFORMATION NOT COL REINF. ABOVE, NOTED BEND A5 REOD. � A _ P.T. SLAB PER PLAN (REINF. NOT SHOWN) T/5LAB_ PER PLAT` PROVIDE 5T1 WHERE GOLD' REINF. TERMI GONG. SLAB, FIN15H GRADE 21I PER CIVIL/ARCH. GLR. 11_OII MIN. TYPICAL THICKENED SLAB AT BUILDING EDGE COLUMN VERT. REINF. 5GALE: NONE 2 SPREAD FOOT1% SCHEDULE WHERE GONG. SLAB CONTINUES, USE OPTION 15'COMPRESSIBLE FIREBLOGK I PER ARCH. (AS REGO), TYP. <z CONTRACTOR TO COORDINATE ANCHOR BOLT LOCATION w/ EMBED i�. LOCATIONS PER SCHEDULE, TYP. p z o0°o o°Do ° -1 y °o o QO o0 o O o° COLUMN PER PLAN, TYP. \� >� // \\� /fix` HOOPS GR055 2 Lm #4 CONTINUOUS TIES PER COLUMN SCHEDULE, TYP. 1'-411 11K 5GALE: NONE " TYPICAL lON-�3�:ARI1 F�ATION (THICKENED SLAB) 2" 1" #4 @ 12" O.G. HORIZ. GLR. GLR. EACH FAGS WATERPROOFING AND DRAINAGE GONG. WALL PER PER ARCH. PLAN #5 @ 12" O.G. VERT. EACH FACE DOWEL5 TO - HOOK SLAB RE I NF. INTO MATCH SIZE THICKENED SLAB FOOTING S) SPACING OF WALL REINF. w/ 5TD. 5LAB-ON-6RADE HOOK IN FTC. PER PLAN o °O l 0o °° 00 ° o O ° �0 o FOOTING DRAIN, m PER ARCH., CIVIL 6 I OR CONTRACTOR MIN. DESIGN Ea. 10" Ea. ZI - (2) #4 HORIZ. PER PLAN 5GALE: NONE ' (0 TYPICAL CONCRETE WALL FOUNDATION - z 2 11 5LAB-ON-6RADE AND GLR. REINF. PER PLAN (RAMP SLAB AT SIM.) (4) #5 GONT. BOT. REINF. TYP. COLUMN 4 FOOTIN6 COLUMN PER PLAN 150LATION JOINT PER 14/5300 z o�°° oo G off°W °oo° z 0 Q IL= m LU 0) PER PLAN AND FOOTING SCHEDULE 56ALE: NONE 3 TYPICAL COL" SPREAD FOM% SONG. SLAB PER PLAN REINF. NOT SHOWN) =MBED R 3/$x5"xl'-0" 6-0" O.G. w/ (2) x 3" WELDED 4EADED STUDS AT EACH t @ loll GAGE PER 'STAGGER EACH 5GHED. SIDE OF WALL) DARTI AL HE 16HT 'HAND PACKED" 3LOGK _1x4x%2xO'-8" LLV @ -O" O.G. (5TA66ERED _AGH 51 DE OF WALL) 50NO BEAM AT TOP OF DOURED WALL, TYP. 50ALE: NONE ' 8 REINFORCEMENT 50HEOULE FOR NON -BEARING MA50NR1' AALL5 NOMINAL BOND BEAM VERTICAL MAXIMUM MA50NRY WIDTH REINFORCING REINFORGIN6 HEIGHT 8" (2) #4 @ 48" O.G. #5 @ 48" O.G. I6'-0" 5GALE: NONE (' I DETAIL LU Q v w OL SLAB -ON -GRADE REINF. PER PLAN #6 DOWELS TO MATCH COL. VERT. BARS (U.O.N.) REINF. PER FOOTING 5GHED. 50ALE: NONE 14 CONT. VERTICAL REINF. PER 15/5301 #3 HOOPS SPACED PER 15/5501 "-- #3 CROSS TIES SPACED z L PER 15/5301 0 ALTERNATE 100 AND v GI 1350 BENDS PER 5GHED. CONT. VERTICAL REINF. PER 15/5301 12" #3 HOOPS SPACED PER 15/5301 w LL v C2 I G4 PER 5GHED. 5GALE: NONE ' ' I TYPICAL COL" SECTIONS SLAB -ON -GRADE PER PLAN, REINF. NOT SHOWN FOR CLARITY PER ARCH. °0 0 0 ° o° �y L6x4x3/8 (LLV) (CONFIRM w/ ELEVATOR MFR.) w/ 5/5"4x0'40" EMBED A.B. @ 16" O.G. SILL DETAIL NOTE: PROVIDE MI5G. METALS AS REGU I RED BY ELEVATOR MFR. 56ALE: NONE ' 8 TYPICAL ELEVATOR PIT #3 CROSS TIES SPACED PER 15/5301 ALTERNATE 100 AND 135° BEND5 #3 HOOPS SPACED PER 15/5501 CONT. VERTICAL REINF. PER 15/530 COL" 56HEDULE MARK SIZE VERT. REINF HOOPS $ GRO55TIE5 DETAIL ZONE A ZONE B GI 12" x 24" (10) #8 #3 @ 6" O.G. #3 @ 3" O.G. 14/5301 G2 12" x IS" (6) #7 #3 @ 6" O.G. #3 @ 3" O.G. 14/5501 C3 12" x 12" (4) #6 #3 @ 6" O.G. #3 @ 3" O.G. 14/5301 G4 10" x I6" (6) #7 1 #3 @ 5" O.G. #3 @ 2V2" O.G. 14/5501 5TD. HOOK HOOPS $ GRO55TIE5 PER COLUMN SCHEDULE VERT. COLUMN REINFORCING PER COLUMN SCHEDULE — HOOK COLUMN DOWELS IF FOOTING DEPTH 15 NOT SUFFICIENT TO DEVELOP A 5TRAIGHT BAR 5GALE: NONE 1141 COL" SCHEDULE AND ELEVATION 5GALE: NONE SEE SILL DETAIL PER ELEVATOR MFR. 5LAB-ON-6RADE WALL ABOVE PER AND RE I NF. PER PLAN -- PLAN (WHERE OCCURS) �� - — —1------------------------------------ 00 °°° ° o° #5 @ 12" O.G. E.W., 10 II WALL, o ° °o°oo 24" #4 x _]t CENTERED, TYP. o � illEdillEdil MATCH WALL DOWELS @ II II II IS xl8 x18 SUMP REINF. ABOVE 16" O.G. (WHERE OCCURS) w (WHERE OCCURS) 8" GONG. LOCATION PER ARCH. -1 Ed (3) #5 x WALL v #4 @ 12" O.G. E EA. WAY, CENTERED E.W. TOP — IT 2" - GLR. #5 @ 12" O.G. E.W. BOTTOM COMPACTED STRUCTURAL FILL 5GALE: NONE 2O Stud 'OMEN STR,AZZA,RA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com STAMP KEY PLAN PROJECT NUMBER 16369.01 APPROVAL BY: DRAWN BY: SC CHECKED BY: TJS/SKK SHEET NUMBER STRAIGHT 6'-0" MIN. 3'-p" TRAN5I T I ON 5TRA I GHT CURVE (5) TENDONS PER BUNDLE MAXIMUM SUPPORT BARS PER P05T-TEN5IONED SUPPLIER. SEE GENERAL NOTES FOR SPACING AND LOCATION REQUIREMENTS POST-TE510NIM TENDON FLARE AT AIC+1IORS NO PIPE SLEEVE REQUIRED MORE THAN 36" FROM TENDON ANCHORAGE 4$0 � 6" 2111 MIN. MIN. PLAN vier TYPICAL PENETRATION AT TENDON ANG4iiIORA6E D 15TRI BUTED P.T. TENDONS TOP LOWER REBAR PER PLAN $ 10/5303 (PARALLEL TO BANDED TENDONS) — BANDED P.T. TENDONS I'-0" MIN. TENDON FLARE PER m 1/5302, U.O.N. EXTENSION AT 5TRE551 NG END \ TYPICAL EDGE REINF. PER 10/5302 o �71 _ z #4 @ 12" O.G. �' o v BOT. _ 1:6 MAX. '-0" MIN. FLARE, U.O.N. STRAIGHT, TYP. 41_p" MIN. SLAB EDGE STRAIGHT NO PIPE SLEEVE REQUIRED OUT51 DE OF "CRUSH ZONE" SCHEDULE 40 STEEL PIPE SLEEVE SLAB EDGE 4" MAX. O.D. TENDON, TYP. (1) #4 T. $ B., Ti (2) #4 x 4'-0" T. B. EACH CORNER (2) #6 T. $ B. EACH SIDE o OL m @ 12" O.11_pII BOT. TYP. INFLECTION POINT I:6 MAX. UNLE55 OTHERN15E NOTED NOTE: DETAIL INDICATES MIN. REQUIRED REINF. U.O.N. SCALE: NONE '1' TYPICAL CORNER REIN. AT POST -TENSIONED SLAB EDGE 4'-011 #3xC TIE@ 6" O.G. STAGGERED, CTRD. ON SKEW LINE (4) TENDONS MAX. PER TIE �ON5 P.T. STRAND PER PLAN - 3'-6" MIN. POUR STRIP LOCATE PER PLAN (4) #5 CONT. TOP AND BOT. TENDON SKEW LINE, #4 x Q'-O" O.G. LOCATE PER PLAN @ 12" O.G. TOP BOT. I%211 x 3%2" CONT. KEYED JOINT, TYP. SECTION NOTE: OL05URE STRIP TO REMAIN OPEN FOR 4 WEEK5 MIN AFTER STRESSING PLAN OF SECOND CONCRETE POUR. 50ALE: NONE REIN. AT SKEYW TENDON 50ALE: NONE TYPICAL. INTERIOR P.T. SLAB CLOSLj;E STRIP DISTRIBUTED P.T. TENDONS TIE TO SUPPORT BAR TOP OF CONCRETE SLAB LOCATE CONDUIT I N TOP OF CONCRETE SLAB TOP UPPER REBAR MIDDLE THIRD OF TOP UPPER REBAR PER PLAN $ 10/5505 SLAB DEPTH PER PLAN $ 10/5303 SUPPORT BAR (PARALLEL TO II (PARALLEL II RABUTED OENDONS) BEYOND PER 21I 015TR1BUTED TENDONS) 2 P.T. NOTES GLR. GLR. MIN. - TiN. lu. - v TYP. - v0/c F- --- - ----------- - - -F_, lli Ali (4) #4 x 6'-0" @ 12" O.G. NOTE: LOCATE REINF. AT TOP BOTTOM OF SLAB 5GALE: NONE ' BARS MAY BE BENT FOR 5TRE551 NG EASE IL I 1 ADDITIONAL TENDONS PER PLAN (WHERE OCCURS) 1L2 1 'L2'/4 G.G. OF TENDON AT HIGH AND LOW PO I NT5 PER PLANS. (FROM BOTTOM OF SLAB U.O.N.) 1L31 �i' ;�—_---__________ • - - —''� v/i —pit M SUPPORT EXT. SPAN INT. SUPPORT REVERS'" PARAB( ILI 1. TENDON LOW POINTS ARE LOCATED MIDWAY BETWEEN HIGH POINTS, U.O.N. P05T-TENSIONED TENDON STRESSING 2. TENDON LOW POINTS AT TYPICAL EXTERIOR END PER 15/5502, Ti 5PAN5 ARE LOCATED 40%'L I' FROM G.L. OF EXTERIOR SUPPORTS #5 x 1'-0" @ 12" O.G. TOP $ BOT. 3. ALL TENDONS AND ANGHOR5 SHALL HAVE THE ADDITIONAL CORROSION PROTECTION OF AN ENCAPSULATED SYSTEM. 50ALE: NONE 8 TYPICAL POST -TENSIONED TENDON ELEVATION -WHERE (3) OR MORE SINGLE CONDUIT OCCUR LE55 THAN NOTE: 20 APART, REINF. A5 SEE 10/5302 FOR TYPICAL AS CONDUIT GROUP TENDON ELEVATIONS #4 @ 12" O.G. TOP 4 BOT. AFTER ENGINEER'S AT CONDUIT GROUP APPROVAL, GUT OFF (5) CONDUIT MAX. IN t/2 EXCESS TENDON AND SEAL EACH GROUP TYP POCKET w/ GROUT 12" MIN. P05T-TEN5IONED TENDON mmm mmm MAX. t/(0 41) ------ - - - - - - - - - - - - - - - - CONDUIT HOLES I" I_p(3) CONDUIT 5TRE551 NG HARDWARE 2411 i DIAMETER MIN. DIAMETER MIN. PER TENDON SUPPLIER #3 x t-2" C SINGLE CONDUIT CONDUIT GROUP AND GENERAL NOTES LOCATE EACH SIDE TOP LOWER REBAR CHAIR BEYOND PER PLAN $ 10/5303 (PARALLEL TO SUPPORT BAR BEYOND BANDED TENDONS) — PER P.T. NOTES BANDED P.T. TENDONS 1 TENDONS PER PLAN INT. SPAN CANTILEVER SLAB CONSTRUCTION JOINT �fF I R5T POUR t/2 TYP. ' V_211 x V2" MAX. JOINT SEALANT PER ARCH. OF EACH ANCHOR (PER I/5302) I. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS INDICATING PLACEMENT OF CONDUIT IN P05T-TEN5I ONED SLAB (SEE GENERAL STRUCTURAL (2) #5 HORIZ. CONT. - CHAIR BEYOND NOTES). 2. CONDUIT PLACEMENT NOT MEETING CRITERIA 5HOWN IN DIAGRAM SHALL (2) #4 HORIZ. AT ANCHORS BE SUBMITTED TO ENGINEER FOR REINFORCING DESIGN. 3. DO NOT PLACE CONDUIT WITHIN 4'-0" FROM COLUMN FACE OR 3'-0" FROM STRE%Iwz? EIS CONSTRUCTION JOINT TENDON ANCHORS (2) #5 HORIZ. CONT. EACH 51DE OF JOINT I V211 x 3/2" x II_pII KEYS BETWEEN TENDONS @ 56" O.G. MAX. wUpi "IFF 5GALE: NONE 110 1 t/2 Ti 2" MIN. COVER TYPICAL SLAB EDGE REINF. (2) #5 HORIZ. GONT. SEE 1/5302 FOR Ti FLARING AT ANCHORS 4. DO NOT TIE CONDUIT TO P.T. TENDONS. MAINTAIN 2" GLR. TO TENDONS. TYPICAL SECTION TM 13 NEED P.T. TENDON 50ALE: NONE 11 TYPICAL SECTION TI'ft UNIFOPXY DISTRIBUTED P.T. TENDON 50ALE: NONE 11:21 TYPICAL CONDUIT PLACEMENT CRITERIA IN P.T. SLAB 5GALE: NONE 1 � TYPICAL POST-TENIONM %.AB SECTION 5GALE: NONE 1 55% LI (MIN.) AP 5PLIG 66% LI OR 66% L2 TOTAL TOP BARS AT STIRRUPS CONT. TO INT. SUPPORT PER PER SCHEDULE WHICHEVER 15 GREATER SCHEDULE 3'-6" POUR STRIP BARS MID- (CENTER REINF. OVER SUPPORT) TE: LOCATE PER PLAN TOTAL TOP BARS SPAN - o LAP SPLICE 50% OF TOP BARS AT SLAB 15 NOT SHOWN AT END SUPPORT THE BOTTOM BARS CENTER PER GONG. WALL PER PER SCHEDULE AT 5UPPORT5 50HEDULE NOTE: FOR INFORMATION NOT NOTED, SEE 5/5302 P.T. SLAB CLOSURE STRIP AT KALL. CONCRETE BEAM SCHEDULE BEAM BEAM BEAM STIRRUP # OF STIRRUP STIRRUP TOP REINF. TOP REINF. TOP REINF. BOTTOM REMARKS MARK WIDTH DEPTH SIZE LEGS 5PACING AT INTERIOR COLUMN AT END SUPPORT @ MI05PAN REINF. BMI 6011 5011 #5 4 1211 (S) #15 (S) #15 (15) #8 (5) #8 w/ ADO'L STIRRUPS PER PLAN BM2 60" 50" #5 4 12" (S) #15 (S) #15 (15) #8 (1(0) #S w/ ADD'L STIRRUPS (2 ROW5) PER PLAN BM3 6011 5011 #5 4 1011 (S) #15 (S) #15 (15) #8 (12) #S w/ ADD'L STIRRUPS (2 ROW5) PER PLAN BM4 50" 50" #5 2 15 (12) #8 (12) #8 (15) #8 (12) #S w/ ADD'L STIRRUPS (3 ROYV5) (3 ROYV5) (3 ROW5) PER PLAN -------- I I I o I I I I I I I I -- - - - - -- AT CANTILEVER (WHERE (b1I 21I o OCCURS), EXTEND TYALL TOP AND BOTTOM P. BARS TO END OF 50/ MIN. OF CANTILEVER AND BOTTOM REINF. O.G. I. BEAM SIZES LISTED ARE MINIMUM SIZES (BEAM DEPTH INCLUDES SLAB THICKNESS) TERMINATE WITH 87% LI (MIN) STANDARD HOOK. LI END SUPPORT (BEAM, COL., OR WALL) 50ALE: NONE 18 TYPICAL BEAM REIN. ELEVATION 0 21I TYP. INTERIOR SUPPORT (BEAM, COL., OR WALL) -TOTAL BOTTOM BARS PER SCHEDULE - 50% MIN. OF BOTTOM REINF. 15% L2 (MIN) L2 L3 INTERIOR SUPPORT (BEAM, COL., OR WALL) 5GALE: NONE 2O C I EN STRAZZA,RA ARCHITECTURE. PLANNING CONSULT 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com CLIENT/OWNER Westgate Village LLU TITLE STAMP y PROJECT NUMBER 16369-01 ISSUED FOR: DATE: BUILDING PERMIT 3/15/17 BUILDING PERMIT CORRECTION #1 6/23/17 APPROVAL BY: DRAWN BY: SC CHECKED BY: TJS/SKK � S S SHEET NUMBER Nam: FOR INFORMATION NOT NOTED, SEE 2/5303 FINISHED GRADE PER ARCH./CIVIL -�- -�- GONG. WALL ABOVE (WHERE OCCURS) I I I I I i7T GI AM t=fn 0I AAI - �- -� - GONG. WALL ABOVE #5 HORIZ. T4B I I (WHERE OCCURS) PER 13/5303 AT SLAB EDGE I I I I I 5LAB-ON-61RADE P.T. SLAB PER PLAN I I PER PLAN I I v ADDED REINFORCING EQUAL TO HALF THE REINFORCING INTERRUPTED, U.O.N. SQUARE, ROUND OR RECTANGULAR OPENING (2) #5 @ TOP I$ BOT. OF SLAB (TYP.) #4 x 10'-0" DIAGONAL AT EA. END, TOP I$ BOTTOM, TYP. (5) #4 ® 12" O.G., TOP I$ BOTTOM EACH 51DE OF WALL WHERE POSSIBLE. HOOK BARS A r onnir� - cI AM Ct°'9r Cr NOTE: REINF. 5HOWN ON TH15 DETAIL 15 THE MINIMUM REQUIRED 4 15 NOT IN ADDITION TO REINF. SPECIFIED ELSEWHERE. THESE TOP BARS ARE NOT REQUIRED WHERE OTHERS ARE SHOWN ON PLAN ADO'L SLAB REINFORCING (CENTER ON JOINT) TI ADO'L SLAB REINF. PER 5/5303 m PER 5/5303 NOTES: COMPACTED 501 L PER 1. ALL TOP AND BOTTOM BAR5 INTERRUPTED BY THE OPENING SHALL BE 41-011 GEOTECHN I GAL REPORT TO 48" REPLACED WITH ADDITIONAL REINFORCING EQUAL TO THAT INTERRUPTED, U.O.N. BE PLACED AFTER THE #5 x 301 PLACE HALF OF THE ADDITIONAL REINFORCING ON EACH 51 DE OF THE _ (2) #4 x GONG. SLAB HAS CURED @ 12 O.G. OPENING AND EXTEND IT 3 -O BEYOND OPENING. PROVIDE STANDARD TOP I$ BOTTOM • (UNLESS WALL 15 BRACED HOOK IN BARS AT EDGE OF SLAB WHERE 3'-0" EXTENSION 15 NOT POSSIBLE. PER CONTRACTOR DESIGN) FOUNDATION WALL PER 2 BOXED OUT OPENINGS RECESSED BOXES AND PIPE SLEEVE CLUSTERS • P�A� wxP.u,, 6'-0" , TYP. w DETAIL 11/5301 SHALL BE TREATED A5 SLAB OPENINGS. 3. OPENINGS LE55 THAN I'-0" NEED NO SPECIAL REINFORCING. INTERIOR YyA SLAB EDGE YVA 4. CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY OPENING LL PLAN VIEW PLAN VIEW GREATER THAN 1'-0" WHICH 15 NOT 5HOWN ON THE STRUCTURAL DOCUMENTS. P.T. SLAB / SLAB -ON -GRADE TRANSITION 50A-E: NONE ' ELEVATED SLAB / SLAB-ON-C-RADE TRANSITION 5GALE: NONE '1 TYPICAL. OPEN1% REINFORC1% AT CONCRETE SLAB 56ALE: NONE 3 TYPICAL. P.T. SLAB CRACK CONTROL REINFORC,IN6 AT CONCRETE KALLS 5GALE: NONE NOTE: I 2" MAX. EXTENT OF MILD SINGLE CURTAIN OF NOTE: TYP. NOTE: REINFORCING DISTRIBUTION REINF. WHERE OCCURS SEE 20/5400 FOR (CENTER IN WALL) CONCRETE WALL PER ADD'L REINF. AT SEE 15/5301 FOR (TYPI GAL EACH DIRECTION) , PLAN. REINF. PER SHEAR WALL HOLDOWNS COLUMN TO SLAB GENERAL NOTES U.O.N. (2) #4 x 4'-0" LONG ADD'L REINFORCING COLUMN • ... TOP REINF. (EACH SIDE) 015TRIBUTED TENDONS (NOTE: DROP DIST. CLR., WOOD POST TENDONS BELOW BANDED TENDONS AT TYP. -ti- PER PLAN z SUPPORTS IF ORDINATES ARE THE SAME) I I WALL DOWELS x iv TO 1.5t 1.5t PROVIDE A MINIMUM OF (2) DIST. TENDONS i i tL , MATCH VERT. WALL REINF. i i (2) #6 x 6'-0" 2" CLR. MIN. DIRECTLY OVER EA. COLUMN i EACH WAY ± 31/2" MAX. DEPTH BATHTUB F - - - ,LU � I I DRAIN BLOCK -OUT NP' ADD'L SLAB ( ( TOP I$ BOTTOM c o o 0 0 0 0 0 0 8 O.G. (FROM TOP OF SLAB) REINFORCING = v PER 5/5303 • • I • • • • _ I icy I v COLUMN INTO SLAB • BANDED TENDONS PO5T-TEN5IONE0 SLABPER PLAN MAX. PENETRATION OF " O.G. (TYP REINF. NOT SHOWN) III SPACED (3„ 50.GRMIN.) PLAN, EQUALLY 5 x 10LONG ®12 i = /2 ADD'L AT BOTTOM, i TEMPORARY SHORING CENTERED UNDER WALL i REQ'D UNTIL WALL ABOVE 15 CURED P� COLUMN PER PLAN EDGE OF SLAB (4) #5 EA. WAY BOT. GTRD OVER (WHERE OCCURS) COL. EXTEND 3'-0" BEYOND EDGE OF COLUMN TYPICAL. CONCRETE WALL. ABOVE ELEVATED SLAB 50ALE: NONE TYPICAL. ADDITIONAL REINFORCING AT POST ABOVE 50ALE: NONE TYPICAL. ADDITIONAL. REINFORCIN6 AT BATRW DRAIN BLOCK -OUT 50ALE: NONE 8 TYPICAL INTERIOR COL" AT FLAT PLATE 50ALE: NONE 10 3'-O" 43 REINFORCING PER 15/5302 #5 x m (1) #5 TOP AND CORNER BAR5 v BOTTOM, GONT. 48" DOWELS TO MATCH TOP I$ BOTTOM -I� o VERT. REINF. OF — 48 #5 x m � C� 12 O.G. #5 x 3O" ®121I O.G. DOWELS TO MATCH WALL ABOVE SLOPED AREA: VERT. REINF. OF 3'-0 ° SQUARE MAX. P.T. SLAB PER PLAN WALL ABOVE P.T. SLAB PER PLAN #5 TOP AND TOP REINF. PER PLAN I " MAX. REDUCTION BOTTOM TOP REINF. PER PLAN, P.T. SLAB PER PLAN CENTER ON WALL = GONG. WALL TYPICAL BOTTOM (WHERE OCCURS), SLOPE TO DRAIN IN 5LAB THICKNESS SLOPE TO DRAIN REINF. PER PLAN CENTER ON WALL -_ 12" CLR PER PLAN, v . TYP. (1) #5 TOP AND REINFORCING ' PER GENERAL � 14�� . . . . . . . . . . BOTTOM, GONT. NOTES (U.O.N.) J IN T SLAB EDGE"101 `� . 61I 61I 2 (6) #4 x 6'-0" EA. • WAY TOP � BOTTOM CONCRETE WALL PER ADD'L SLAB r T 6" ADO'L SLAB ADD'L SLAB P.T. SLAB PEROL AT EA. DRAIN PLAN. REINF. PER RE I NFORG I NG REINFORCING PER PLAN (TYP. REINF. o � GENERAL NOTES, U.O.N. PER 5/5303 5/5303 PER ARCH. 3PER 5� 0I3G NOT SHOWN) DRAIN 5GALE: NONE I I I I TYPICAL INTERIOR ION CONCRETE KAL L BELOW P.T. SLAB TOP I$ BOT. OL05ED TIES BAR5 FULL LENGTH (4) #6 8" O.G. (2 ROWS) w d 48" fY LLI x 24" ® 16" O.G. n PER ARCH ------ PER PLAN- - PT SLAB I i ll 2 PER PLAN • N GLR. ----- m PER ARGH " ' #4 TIES PER TABLE z V I � TOP $ BOT. BARS PER TABLE I'-0" 1 EXTEND Ld INTO SUPPORT AT EA. ADD'L ROW OF i END OR PROVIDE 5TO. HOOK BOTTOM OF REBAR (WHERE AND EXTEND Ldh SLAB 15 FLAT SPECIFIED) -i- -�,-- -i- COLUMN OR WALL BEYOND TYPICAL CONCRETE BEAM AT PERIMETER SLOPE SLAB TO DRAIN (TOP ONLY) PER ARCH. #5 HORIZ. TOP P.T. SLAB PER PLAN - v 50ALE: NONE I I 6 TYPICAL STEP IN TOP OF SLAB ONLY 50ALE: NONE ( ' 2 ' TYPICAL. COIORETE WALL AT P.T. SLAB EDGE E %211xIO"xO'-IO" w/ (4) % "IP x 5" W.H.5. 8" GAGE EA. WAY. COORDINATE LOCATIONS w/ CANOPY MFR. PER ARCH TYP. BOTTOM REINF. SHEAR TAB PERM �, BALCONY MFR. PER PLAN #5 x 6@ 12" O.G. TOP. PER BALCONY #5 x 6-0" @ 12" O.G. MFR. ADO'L BOTTOM CENTERED UNDER STEP I I COLUMN OR WALL BEYOND 50ALE: NONE BALCONY ENIBED PLATE DETAIL„ GONG. WALL PER PLAN. RE I NFORC I NG PER GENERAL NOTES (U.O.N.) ' 5GALE: NONE ' TYPICAL INTERN ION CONCRETE KALL AT P.T. SLAB #5 x ] 30" @ 12" O.G. ALT. HOOK DIRECTION ADD'L TOP REINF. PER PLAN, CENTER P.T. SLAB PER PLAN ON WALL (REINF. NOT SHOWN) #4 x 4'-0" CENTERED ON EMBED GONG. HEADER PER PLAN $ OTHER DETAILS (REINF. NOT SHOWN) • GONG. WALL PER PLAN. REINFORCING PER GENERAL NOTES, U.O.N. 5GALE: NONE 114 ( TYPICAL, REIWORCI* AT DRAIN 5GALE: NONE 1151 GONG. WALL PER PLAN DOWELS TO MATCH VERT. REINF. OF P.T. SLAB PER PLAN WALL ABOVE (TYP. REINF. NOT SHOWN) � ADD'L TOP REINF. P.T. SLAB PER PLAN PER PLAN, CENTER (TYP. REINF. NOT SHOWN) ON WALL • v,6 ADO'L SLAB REINFORCING • PER 5/5303 5GALE: NONE 115 TYPICAL $11TER1OR S" CONCRETE WALL BELOW P.T. SLAB • 5GALE: NONE I I C TYPICAL INTERIOR 5N CONCRETE MIALL AT P.T. SLAB ADD'L SLAB REINFORCING PER 5/5303 GONG. WALL PER PLAN. REINFORCING PER GENERAL NOTES, U.O.N. 5GALE: NONE 1101 stud'OMENG TRA,ZZA,RA ARCHITECTURE. PLANNING CONSULTING. 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com 1511 THIRD AVENUE SUITE 323 ..8 0 TEL 206.9573900 QUANTU FAX •s • CLIENT/OWNER Westgate Village LLC TITLE STAMP PROJECT 16369-0. ISSUED FOR: DATE: BUILDING PERMIT 3/15/17 BUILDING PERMIT CORRECTION #1 6/23/17 APPROVAL BY: DRAWN BY: SC CHECKED BY: TJS/SKK SHEET CONTENTS CONCRETE NUMBERSHEET SLAB -ON -GRADE 4 GONG. COLUMN PER NXE: COL. PER PLAN REINF. PER PLAN EXTERIOR WALL SILL PLATE AND PLAN w/ REINF. PER SEE 15/5301 PER PLAN (NO ATTACHMENT PER 115400 FINISH 2/5505 RAILING PER ARCH. SCHEDULE ON I5/5501 FOR TYP. V2" GLR. COLUMN INFO. WALL ABOVE GRADE (WHERE OCCURS) SLAB AT 51 M.) REINFORCING PER TO TIES 15/5502 HOOKED FOOTING 11 DONE 5 TO MATCH 48 L poo CHAMFER CORNER EXTERIOR FINISH VERT. WALL REINF. °"4' PER ARCH. (I" MAX.) PER ARCH. #5 x m C� I6" O.G. NOTE: THE BOTTOM P.T. SLAB S" GONG. P.T. SLAB PANEL EDGE P.T. SLAB PER PLAN "\ OF THE UPPER PER PLAN PER PLAN GONG. WALL = X WALL NAILING PER PLAN 5LAB-ON-6RADE v < REINF. PER PLAN FOOTING MUST Q x g BE LOCATED ce Lf�#5 @ 12" O.G. EA. NAY • 211 _ _ _ _ BELOW TH15 7 FOUNDATION P.T. SLAB - �t GLR. LINE (AS SHONN) WALL PER PLAN PER PLAN (TYP. z REINF. NOT EG2. EQ. �� ��°°oo ° �G0000'o--'vEoo 00°07o p rz_ 4/5301 SHOWN) o Qo oQ,Q°O O°°o0 o�\QO oo O 1 I" (MAX.) 6" TYPICAL BOTTOM 2 G R. REINF. PER PLAN TO TIES I " GLR OVERHANG T T TO TIES PER m TOP CORNER �� GONG. WALL OR PER 5�53013G BEAM PER PLAN PLAN OF FOOTING #5 ® 12" O.G. #5 @ 12 O.G. E.W. #5 HORIZ. 10" GONG. FOUNDATION E.W. TOP BOTTOM (6) #7 VERT. REINF. 11/5301 WALL PER PLAN SPLICED w/ COL. - - - - - - REINF. ABOVE OFFSET ONE SIDE FSTAIR FOUNDATION 50ALE: NONE ' RAISED FOWATION SECTION 50ALE: NONE 2 PARTIAL HEIC+T GONGiIRM BARRIER WALL 50ALE: NONE � Of FSET C01-" AT FOWATION hIAJ..I. 5GALE: NONE 141 TYPIG& GONGRETE MIALL AT P.T. TRA�� 5LAB EDGE 50ALE: NONE D (in) X-5EGT AREA (in 2) DHEAD (in) t HEAD (in) B RAIL (in) t RAIL (in) 5/6 .55 13/4 5/16 J w w 0 B RAIL STUDRAIL DETAIL DETAIL TOP OF SLAB CRO55-5ECTION AREA OF STUD STUDRA►IL SCHEDULE TYPE ® © © OD NUMBER OF RAILS/COLUMN 10 S 8 6 NUMBER OF 5TU05/RAIL 5 5 10 6 STUD DIAMETER (in) 5/6 5/8 5/6 5/8 DISTANCE TO FIRST STUD, So (in) 23/4 4 4 4 STUD 5PAC I NG, 5 (in) 5%4 7%2 43/4 7%2 OVERALL HEIGHT OF RAIL 7 10 10 10 EFFECTIVE DEPTH, d (in) 1V2 10/2 10/2 10/2 NOTE: INDICATES COLUMNS WHERE (1) 4"4 MAX. PENETRATION 15 ALLOWED. PENETRATION SHALL NOT CONFLICT WITH 5TUORAIL5. BOT. OF SLAB 5GALE: NONE 6 STUDRAIL SCHEDULE 50ALE: NONE I I I I DETAIL 6/5304 TYP. ° v .Q ° EDGE OF STUD RAIL TO ALIGN w/ COL. FACE LJ o <-2d (2) Ea. SPACES TYPE 50ALE: NONE 11:2 I DETAIL 6/5304 50 5 TYP. TYP. a a. a. 50 o EDGE OF STUD 2" RAIL TO ALIGN �•P EDGE OF STUD w/ COL. FACE (U.O.N.) RAIL TO ALIGN w/ COL. FACE - 6/5304 ' TYP. o < 2d TYPE Q/9 50ALE: NONE I 15 I DETAIL SLAB EDGE 5GALE: NONE I � I DETAIL 5GALE: NONE 1101 50ALE: NONE 1141 DETAIL 50ALE: NONE I I rp tud'OMEN STRA,ZZA,R,A ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 WWW.studiems.com THIRD1511 AVENUE SUITE 323 . 98101 QUANTU 206.957,3901 • VillageWestgate LLC TITLE STAMP y PROJECT NUMBER 16369.01 ISSUED FOR: DATE: BUILDING PERMIT 3/15/17 A BUILDING PERMIT CORRECTION #1 6/23/17 APPROVAL BY: DRAWN BY: SC CHECKED BY: TJS/SKK SHEET CONTENTS CONCRETE DETAILS DETAIL 50ALE: NONE I I (o I DETAIL 50ALE: NONE I I I' DETAIL SCALE: NONE I I a I DETAIL 50ALE: NONE I I � I DETAIL 50ALE: NONE 1:201 SHEET NUMBER S30� Q� _1< m�� I TYPICAL SILL PLATE BWTIM - VIEW PANEL EDGE NAILING PER PLAN 5HEATHING PER PLAN FIELD NAILING AT INTERMEDIATE FRAMING MEMBERS PER PLAN - 5HEATHIN6 JOINT, PANEL EDGE NAILING PER PLAN, TYP. WHERE FULLY BLOCKED O I APHRA&M5 ARE SPECIFIED ON THE PLANS, PROVIDE 2x4 FLAT BLKG. AT 5HEATHING JOINTS, SEE DETAIL A FLUSH BEAM CONDITION LOCATE ANCHOR BOLTS AT SHEAR WALL5 SUCH THAT EDGE OF PLATE WASHER 15 %2" (MAX.) FROM WALL 5HEATHING OR RIM J015T MIN. (2) BOLTS IN EACH SILL SECTION SILL PLATE AND ATTACHMENT PER SHEAR WALL SCHEDULE (AT NON -SHEAR WALL5; MIN. 2x SILL PLATE w/ %"IP ANCHOR BOLTS @ 48" O.G. EMBED MIN. 7" INTO CONCRETE) WHERE SILL PLATE 15 DRILLED OR NOTCHED MORE THAN 1/5 OF THE PLATE WIDTH, INSTALL ONE BOLT EACH 51DE OF NOTCH (1) BOLT DIA. MIN. (12" MAX) 5GALE: NONE 5PAG I N6 F 5HEARWAL SCHEDULE PANEL JOINT TYPICAL 5TA66ERED NAILING 2'-p'I MIN. PANEL CONTINUOUS PANEL EDGE DIMEN51ON i .i \ - -- -- - ,i - - - ----==--= ----- -------- .i i'i .Iei V I el ei EXTEND BEAM TO MATCH P05T DEPTH BELOW. ADD 50LID BLKG. WHERE BEAM WIDTH < STUD WIDTH 50LID WOOD BLKG. BELOW P05T fn=n -f /C A /1 I POST AT M M END SCHEDULE - INTERIOR K U HEADER CONDITION IOd-F NAILS @ 8" O.G. 5TA66ERED STUD, BLKG. OR PLATE AS OCCURS PANEL JOINT (5) EQ SPACES, TYP. NOTE: 5TA66ER EA. LINE OF NAILING (AT ALL PANEL E06E5) A5 INDICATED STUD, RIM J015T OR BLKG. A5 OCCURS PANEL EDGE 5GALE: NONE ' 2 PANEL EDGE NAILING PER PLAN, SEE 5/540 2x4 FLAT BLKG. DMIL A FLAT BLOCKING AT PANEL EDGES N IERE REOW PANEL EDGE NA I L I N6 PER PLAN 2x4 NAILER w/ IOd-F NAILS @ 6" O.G. J015T BEYOND AT J015T SPLICE WHERE OCCURS DETAIL PANEL EDGE NAILINIS AT JOIST SPLICE 1. RUN LONG D I MEN51 ON OF 5HEATHING PANELS PERPENDICULAR TO FRAMING. 2. WHERE FRAMING LAP SPLICE AND 5HEATHIN6 JOINTS ARE OFFSET, SEE DETAIL B ABOVE. POST AT BEAM END SCHEDULE BEAM SPAN NO. OF 2x 5TUD5 IN BUILT-UP P05T ABOVE L2 L3 L4 4'-0" 2/2 2/2 2/2 4'-0" - 8'-0" 5/2 2/2 2/2 > 8'-0" 4/5 5/2 2/2 5GALE: NONE ' ADD 50LID BLKG. NO. OF 2x6 5TUD5, TYP. WHERE HDR WIDTH NO. OF 2x4 5TUD5, TYP. < STUD WIDTH I. USE HF#2 OR BETTER FOR ALL BUILT-UP POSTS 2. TH15 TABLE DOES NOT APPLY TO HEADERS IN EXTERIOR WALL5. SEE DETAIL 10/5401 FOR BEAM END P05T5 AT EXTERIOR WALL5. BUILT-UP 3. TH 15 TABLE APPLIES UNLE55 BUILT-UP STUD P05T5 ARE STUD P05T SHOWN ON PLAN. PER SCHEDULE 4. EQUIVALENT OR GREATER CRO55-5ECTI ONAL AREA OF 3x'5 OR 4x'5 MAY BE USED IN PLACE OF BUILT-UP 2x POSTS. 5. USE OF#I FOR 4x6 AND bxb POSTS. 5HEATHIN6AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE - 0516 STRAP AT TOP 4 BOTTOM OF OPENING (OVER 5HEATHING) w/ Sd NAILS @ 2" O.G. , WALL OPENING 2x FLAT BLKG. @ STRAP. NAIL 5HEATHING TO BLKG. w/ SHEAR WALL EDGE Ilk 2'-0" -7\ NAILING, TYP. CONT. DBL. STUD JAMB5. NAIL 5HEATHIN6. TO EACH STUD w/ SHEAR WALL EDGE NAILING DETAIL. HEADER PER PL/ 5/540 50ALE: NONE ' 3 SWIAR KALL SCHEDULE BOTTOM PLATE ATTACHMENT TOP PLATE ATTACHMENT SHEAR SHEAR WALL PANEL PANEL 2x BOTTOM PLATE ANCHOR BOLTING RIM J015T OR BLOCKING WALL 5HEATHIN6 EDGE EDGE NAILING CONNECTION TO RIM OF SILL PLATE TO CONNECTION TO TOP PLATE TYPE O FRAMING O3 JOI5T OR BLOCK I NG BELOW CONCRETE BELOW 4 5 2 7 3x PL. 2x PL. INTERIOR WALL EXTERIOR WALL SW-6 15-51 APA 2x 0@ 0.148"(Px3%4" @ b" O.G. 5/814 @ 48" O.G. s/a"(P @ 48" O.G. A35 @ 16" O.G. LTP4 @ 16" O.G. ONE -SIDE 5HT6. (oil @ 6" O.G. .c, q 5W-4 15/32" APA 3x OR (2) 2x 0.148"(Px2/4" 0.148 (Px3/4 @ 411 O.G. 5/a (P @ 32 O.G. % (P @ 32 O.G. A35 @ 12 O.G. LTP4 @ 12„ O.G. ONE-51DE 5HT6. @ 411O.G. 8 q 5W-3 15/32" APA 3x OR (2) 2x 0.148"(Px2%4" 0.148 (Px3V @ 3 D.G. 5/a (P @ 32 O.G. % IP @ 24 O.G. A35 @ 8 O.G. LTP4 @ 8„ O.G. ONE-51DE 5HT6. @ 31, O.C 8 q OI INSTALL PANEL 5HEATHIN6 EITHER HORIZONTALLY OR VERTICALLY FOR THE ENTIRE LENGTH OF THE WALL PER PLAN. O2 ALL WALL 5TUD5 SHALL BE EITHER 2x4 OR 2x6 @ 16" O.G. PER PLAN. PROVIDE 2x OR WIDER BACKING FRAMING AT ALL PANEL EDGE5 INCLUDING HORIZONTAL BLOCKING PER THE SCHEDULE. O3 PROVIDE NAILING TO ALL PANEL EDGE-5, TOP 4 BOTTOM PLATES AND HORIZONTAL BLOCKING. PROVIDE THE SAME NAILING PATTERN TO EACH MULTIPLE STUD OF THE BUILT-UP HOLD DOWN POST. NAIL PANEL TO INTERMEDIATE FRAMING MEMBERS W/ 0.14814 x 2%" @ 12" O.G. ® EMBED CA5T-IN-PLACE 5/5"0 ANCHOR BOLTS I" MIN. PROVIDE PLATE WASHER 3" x 3" x 1/4" AT EACH ANCHOR BOLT. SILL PLATES SHALL BE TREATED PER GENERAL NOTES, AND SHALL BE 2x OR 3x PER THE SCHEDULE. SEE DETAIL 1/5400 FOR OTHER REQUIREMENTS. O PROVIDE HOT DIPPED GALVANIZED NAILS, BOLTS, OR METAL PLATES FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED MEMBERS. © PROVIDE 0.131"4 x 1-1/2" LONG NAILS FOR CLIPS DIRECTLY ATTACHED TO FRAMING MEMBERS; PROVIDE 0.131"(P x 2-1/2" LONG NAILS FOR CLIPS INSTALLED OVER FLOOR OR WALL 5HEATHIN6 ON FRAMING MEMBERS. SEE 6/5401 FOR TOP PLATE SPLICE. O ALTERNATIVE TO 3x STUDS 15 (2) 2x STUDS NAILED TOGETHER WITH 0.1464 x 3" LONG NAILS WITH THE SAME 5PAGIN6 A5 THE PANEL EDGE NAILING PER THE SCHEDULE (5TA66ER). ® 5TA66ER THE PANEL EDGE NAILS PER 2/5400. ® RIM J015T/BLOCKIN6 MINIMUM WIDTH OF 13/4" 5TUD5 PER PLAN, d. AND SHEAR WALL EDGE 'ER SHEAR WALL SCHEDULE NLL EDGE NAILING AT -DOWN STUD OR P05T 5TRAP PER GH 51 DE WHERE 4 PLAN) 5 PER PLAN 50LID BLOGKIN6 TO MATCH HOLOOWN STUDS FRAMING CONTINUOUS WHERE OCCURS IDd-F NAILS @ 8" O.G. TYP. AT BUILT-UP STUDS 5GALE: NONE MIN. HOLOOWN MIN. NUMBER STRAP END STRAP OF NAILS LENGTH EACH END "AIL C516 (14) IOd 1'-4" CM5TC I6 (50) I6d 51 NKER5 2'-4" M5TC4853 (58) 16d SINKERS* 1'- 1" CM5T14 (38) 16d SINKERS 3'-0" * (38) NAILS INTO 5TUD5, (12) IDd INTO BEAM FACE, (4) IDd INTO BEAM BOTTOM 12 I 5GALE: NONE DETAIL 5GALE: NONE ' I �' ' TYPICAL FLOOR TO FLOOR HOL.DOM STRAP 5GALE: NONE ( I I NOTES< ✓I ILnI\ / {nl.l. PER PLAN UP TO %2" OF FLAT SHIM MAY I. TOP AND BOTTOM PLATES SHALL BE OF #2 OR BETTER FOR WALLS BE PLACED HERE TO AID IN WOOD BEARING KALL SCHEDULE AT L2. TOP AND BOTTOM PLATES SHALL BE HF#2 OR BETTER FOR INSTALLATION OF HOLOOWN CONNECTORS WALL5 AT L3 AND L4. l °I ° ` �' �° ANCHOR HOLOOWN TO HOLOOWN WALL WALL TYPE ,� , '� CONNECTORS TO HOLOOWN STUD AS BOLT � STUDS ABOVE 2. SEE 15/5401 FOR STUD 5PAGING AT DOUBLE WALL CONDITION. � �, ' REQUIRED BY MFR. SEE SCHEDULE LEVEL O O$ O O O SEE 17/5401 FOR STUD 5PAGIN6AT STAGGERED STUD WALL CONDITION. , ; �� I" °` IOd-F NAILS 8II 5TA66ERED II i II i HOU2 6) 505 /4 x2/2II 5GREW5 5/8 ( # o @ O.G. 3. NAIL MULTIPLE STUDS TOGETHER w/ IOd-F NAILS @ 8" O.G. (5TA66ERED). I TYP. AT BUILT-UP 5TUD5 L4 2x6 @ 2x4 @ 2x4 @ 2x4 @ 2x8 @ HOU4 5/e (10) 505 %4"x2V2" 50REW5 16" O.G. 16" O.G. 16" O.G. 16" O.G. 16" O.G. 4. SEE GENERAL NOTES FOR TYPICAL WALL FRAMING AT ° CONCRETE SLAB PER PLAN NON-STRUCTURAL WALL5. HOU5 5/8"ip (14) 505 V 11x2V2" 5GREW5 • • (2) #b x 8'-0" EACH WAY TOP L3 2x6 @ 16" O.G. 2x4 @ I6" O.G. 2x4 @ 16" O.G. 3x4 @ 16" O.G. 2x8 @ 16" O.G. 5. AT PARTY WALLS, THE DESIGNATED STUD 51ZE AND 5PAGIN6 APPLIES TO BOTH WALL5. $ BOTTOM CENTERED ABOUT ROD (HOOK REBAR WHEN HOU8 1/S"ip (20) 505 %411x2%2" 50REW5 L2 2x6 @ II 2x4 @ II 3x4 @ II 3x4 @ II 2x8 @ II A E HOLOOWN 15 LOCATED < 24" AWAY FROM SLAB EDGE) HOUII 1"(p (50) 505 %"x2%2" 5GREW5 16 O.G. I6 O.G. I b O.G. 12 O.G. 16 O.G. 6. WALL TYPES MAY BE SUBSTITUTED AT ALL LOCATIONS F NEEDED FOR ARCHITECTURAL REQU I REMENT5. mNOTE:�= SLAB EDGE WHERE OCCURS I. PROVIDE HOT DIPPED GALVANIZED NAILS, BOLTS, `y OR METAL PLATE5 FOR ALL CONNECTORS IN I'-0" MIN. AT CONTACT WITH PRE55URE TREATED MEMBERS. CA5T-I N-PLACE ANCHOR I . ��.� BOLT LOCATOR (ABL) BY SLAB EDGE 2. 5TUD5 SHALL BE DF#2 OR BETTER AT HOLOOWN5. II (U.O.N.) ON PLAN 51MP50N (10 MIN. EMBED INTO GONG. SLAB) WOOD BEARING WALL SCHEDULE 5GALE: NONE I' DETAIL 5GALE: NONE 18 TYPICAL SHEAR 11ALL HOLDOWN AT ELEVATED COWft-M SLAB 5GALE: NONE 2O stud' I 0EN STR,AZZA,RA ARCHITECTURE: PLANNING CONSULT I N.G 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com w . • PROJECT NUMBER 16369-01 • • i APPROVAL BY: DRAWN BY: SC CHECKED BY: TJS/SKK �11 NON-BEARINC7 NALL FULL -DEPTH STUD DEPTH PER ARCH PRANINC75 BLOCKIN6 @ 45" O.C,. J015T PER PLAN (2) I(od NAILS @ 4,51, O.C. MAX. DIAMETER // Izz //////,; L L< W TO BLOCKIN6 = x CUT OF HOLES 0% CIRCULAR HOLES ARE TO BE J015T OR ROOF 5IMP50N 5TC, CLIP @ NAILS PER PLAN NOTCH 5FACED AT LEAST TRU55 PER PLAN 46' O.C. SLOT VERTICAL STUD A STUD DEPTH FROM (NAIL AT MID -HEIGHT OF SLOT) STRAP PER PLAN DEPTH A CUT OR NOT( H NON-BEARIN(7 NALL IVI FULL -DEPTH BLOCKIN6 PER ARCH DRANINC75 ---- SHEATHIN6 PER PLAN NOTCH A @ 48" O.C. KALL PARALLEL TO FLOOR FRAMINGS HALL PARALLEL TO FRAMIN6 MAX. DEPTH NON-BEARIN6 NALL LET -IN HOLES ARE TO PER ARCH PRANIN65 NOTCH BE SPACED AT LEAST MIN. DEPTH TNICE THE DIAMETER J015T PER PLAN I(od NAILS @ 16" O.C. TO BLOCKINIS, 2x FLAT BLOCKINIS, MIN. 5/511 OF THE LAR6E5T HOLE FULL -DEPTH BLOCKINIS, J015T OR ROOF 5IMP50N 5TC, CLIP @ BETNEEN FRAMINIS, (NHERE STRAP 15 PERPENDICULAR E0617 015T (TYP) TRU55 PER PLAN _/ 48" 0.( . SLOT VERTICAL (NAIL AT MID-HEI&HT OF SLOT) TO FRAMIN(5) i 2' NON-BEARIN6 NALL SEE ARCH DRANIN6575 A. QTTIN& AND NOTrHIN(5 NOOD STUDS I A 1 v KALL PERPENDIOLM TO FRMIWzp (00 NOT NOTCH MORE THAN 3 ADJACENT 5TUO5 v4lo REVIEN BY EN61NEER) BEARIN6 NALL STUDS: KALL PERPENDICULAR TO FLOOR FRMINS STUD MAX. DEPTH OF MIN. DEPTH REMAININIS, 51ZE SAN CUT OR NOTCH AFTER CUT OR NOT( H TYPICAL NON-GTRIZTLRAL MLL SWPORT (BOTTOM) - I -JOIST 50ALE:NONE TYPICAL NON-STRXMRAL HALL SWPORT CrOP) - I -JOIST 5CALE:NONE STW TO BLOCKINS MAIL 50ALE: NONE DETAIL 5GALE: NONE 2x4 1/811 2-5/811 2x(o 1-3/511 4-1/511 (12) IOd-F NAILS @ 31, O.G. NOTE: FRAMIN6 CONDITIONS VARY, PER ARCH. 2x8 1-1/all NHERE HEADER INTERRUPTS DOUBLE TOP PLATE, 5TA66ERED IN 2 FOR INFORMATION NOT NON-BEARIN(7 NALL STUDS: PROVIDE M5TA24 U.O.N. IRONS AT EACH 51DE NOTED SEE PLAN $ OF EACH SPLICE IOcI_F NAILS @ 12" O.G. APPROPRIATE Or -TAILS STUD MAX. DEPTH OF MIN. DEPTH REMAININ& DOUBLE TOP PLATE 5TA66EREO IN 51ZE SAN CUT OR NOTCH AFTER CUT OR NOTCH 2 ROAS EL5EAHERE I L� I I 5HEATHIN6 AND SHEAR — P05T PER PLAN 2x4 1-1/2 2 1 NALL ED&E NAILIN& PER 2x(o 2-3/5 5-1/8 1 SHEAR NALL SCHEDULE, — SOLID NOOD BLK(5. BELON 2x,5 511 4-1/411 TYF. (AHERE OCCURS) P05T TO MATCH P05T SIZE, T.O.5. PER A35 AT EXTERIOR INSTALL NOOD 57RAIN VERTICALLY B. HOLES IN NOOD STUDS HEADERS OVER ORD TOP CHORD BOTTOM CHORD 4 r-HO!d ELEVATOR MFR. 6-0" IN LEN6TH SPLICE SPLICE (2) IOd-F TOENAILS TOP BEARIN6 NALL: AND BOTTOM (6) IOd-F NAILS (1) 5/4"0 THRU-BOLT STUD MAX. DIAMETER IOcI-F NAILS 51ZE OF HOLE E SIN&LE PLATE (PROVIDE @ 5" O.G., TYP. 50LID NOOD BLK6. 2x4 1-1/2 6 5T 0 DOUBLE PLATE AT 4'-0" MIN. BETNEEN SPLICES EXTERIOR OPENIN65 7, (1) 2x KIN& STUD Vqbxl& ELEVATOR H015T 2x(o 2-3/5 2x8 311 TRIM STUD P05T PER OVER 10'-0" IN LEN6TH) EACH 51DE OF P05T BEAM, LOCATE PER PLAN - - - - - - - fill (DE516NED FOR 5,000 LB. NON-BEARIN6 NALL: PLAN AND DETAIL HEADER PER PLAN, SPLICE TO OCCUR AT OF STUD (TYP.) FLOOR FRAMIN& AS OCCURS, POINT LOAD, 10' MAX. SPAN) STUD MAX. DIAMETER 12/5400 (AT EXTERIOR ( OORO I NATE PLACEMENT OF NALL5, PROVIDE MIN. (2) HEADERS NITH ARCH. 2x STUDS AT HEADERS RIM J015T OR BLOCK REMAINDER OF BEARINIS, 51ZE OF HOLE 4'-0" AND LON6ER) Iod-F NAILS @ 3" O.G., TYP. BLK6. AS OCCURS 50LID AS INDICATED. (3) 2x P05T AT AT BUILT-UP 5TUO5 2x4 2-1/411 P05T PER PLAN BEAM END 2x(o 3-5/1511 2x,5 4-1/211 TYPICAL TOP PLATE SPLICE 50ALE:NONE TYPICAL POST AT MOM 50ALE:NONE EZVATOR f01ST MM To MLL ICO*ZCT1ON 50ALE: NONE TYPICAL ALLOM3LE HOLES AM NOTCHES IN STLM 56ALE: NONE TYPICAL W-ADM DETAIL 50ALE: NONE 10 NOTE: 5IMP50N M5TA24 AT FOR INFORMATION NOT NOTES: EXTERIOR NALL TYP. U.O.N. BEAM BEARINIS, LEN6TH TO NOTED, SEE 12/5401 1,515505 1. AT NON -SHEAR NALL5, NAIL 5TUD5 T06ETHER MATCH P05T BELON NITH Iocl-F NAILS @6' O.C. PROVIDE BLOCKINIS, OR RIM J015T AT JOISTS PER PLAN 2. ADDITIONAL STUDS REGUIRED AS NAILER5, BEARINIS, NALL5 -7 ET0. ARE NOT SHOAN. STUD 51ZE 4 5PACIN6 PER BEARIN6 NALL A STUD 51ZE $ 5PACIN6 PER 7" -7 I 5HEATHIN6 AND SHEAR NALL SCHEDULE 11/5400 BEARINIS, NALL SCHEDULE \'- T -;E NAILIN(5 PER SHEAR EOC 11/5400 MIN. T zp rLn-91 1 1 7! P 11 NALL SCHEDULE SILL PLATE AND (NHERE 0( ( UR5) ATTACHMENT PER 1/5400 5IMP50N BFV2-3 PLATE 2� 2 5HEATHIN6 AND SHEAR BEAM PER PLAN // / /V NA5HER STEP IN SLAB PER NALL E06E NAILINIS, PER 2 CONCRETE SLAB PER PLAN MIN. MIN. PLAN (NHERE SHEAR NALL SCHEDULE STRAP PER PLAN (NHERE -7 (REINF. NOT SHOW OCCURS) (AHERE OCCURS) OCCURS), CENTER STRAP LEN&TH ON NALL END TYP. PERIMETER REINF. PROVIDE LTP4 BEAM TO I 10d FACE NAILS vil THE PLATE IF NO STRAP SAME 5PACINIS, AS THE rF BUILT-UP P05T PER Lu PANEL r-O&E NAILIN& T - PER THE SHEAR NALL SCHEDULE ON 11/5400 (U.O.N.) ---------- OVERHANIS, SCHEDULE (SEE NOTE I IOd-F NAILS @ V O.C. 7YP. PER ARCH. AT NON-5HEAR NALL5) ED&E NAILIN& AT BUILT-UP STUDS 7-- P.T. SLAB PER PLAN (I" MAX.) PER SHEAR NALL (REINF. NOT SHOW SCHEDULE CONC. NALL VARYINGS MALL SIZE (NHERE OCCURS) 10d FACE NAILS v41 THE TYPICAL FLLW BEM DETAIL 50ALE:NONE TYPICAL INTMIOR KALL TO SLAB 5CALE: NONE 0) TYPICAL EXTMIOR KALL To SLAB 5CALE: NONE SAME 5PACIN6 AS THE L5�O CLIP EA. END OAP PER ARCH. -7E NAILINIS, PANEL ED(5E NAILIN(5 EOC FACE NAIL PER PER SHEAR NALL PER THE SHEAR NALL - E PA_ OF EA. 5TRIN6ER STUD SPACING STUD 5PACINIS, PER A SCHEDULE (SEE NOTE I SHEAR NALL SCHEDULE I PER BEARINIS, BEARINIS, NALL AT NON-5HEAR NALL5) SCHEDULE TREADS $ R15ER5 NALL SCHEDULE SCHEDULE 11/5400 1 5HEATHIN6 AND SHEAR PER ARCH. 17/540 STUD 5FACIN6 PER NALL E06E NAILIN6 PER 4- x ozz F±] BEARINIS, NALL SHEAR NALL SCHEDULE El SCHEDULE 11/5400 (AHERE 0( ( UR5) PARTY KALL TO EXTERIOR KALL AM rA K64LL v v STAIR 5TRINC7ER PER PLAN VIEN A CUT FROM 2xI2 OF#2 PLAN PLAN VIEN A —4- 5PACEO AT 12" O.C.. MAX. PARTY NALL EO&E NAILIN(7 CORRIDOR NALL 5HEATHIN6 AND SHEATHING AND SHEAR PER SHEAR NALL FACE NAIL 5HEATHIN6 AND SHEAR NALL E06E SILL PLATE AND NALL E06E NAILIN6 PER SCHEDULE PER SHEAR NALL SHEAR NALL E06E PRE55URE TREATED NAILIN(5 PER SHEAR ATTACHMENT PER 1/5400 SHEAR NALL SCHEDULE SCHEDULE 2x6 5TRON6BACK (FAR NAILIN6 PER SHEAR 211 SILL PLATE AND NALL SCHEDULE 211 (NHERE OCCURS) 0 SIDE) vql (2) IRONS OF NALL SCHEDULE ATTACHMENT PER 1/5400 o (NHERE OCCURS) CONCRETE SLAB PER PLAN t17 Iocl-F NAILS @ 8" O.G. (NHERE OCCURS) A (REINF. NOT SHOW 5TA66ERED AS 5HONN A CONCRETE SLAB PER PLAN V (REINF. NOT 5HOAN) o SLAB EO(5E AT SIM. 10d FACE NAILS vql THE SAME 5PAGIN(5 AS THE E06E NAILINIS, BEAM PER < -1 PANEL E06E NAILIN6 PER SHEAR NALL PER THE SHEAR NALL SCHEDULE PLAN < -1 �j cjj SCHEDULE (SEE NOTE I T + AT NON-5HEAR NALL5) III-oll MAX. I sccnON SEOON KALL INTERSECTION PARTY KAU TO INTMIOR KALL TYPICALSTAIR STRIMER 5GALE: NONE (o TYPICAL INTMIOR CMIDOR KALL TO SLAB (STA66-EPW STLM) 5GALE: NONE TYPICAL INTMIOR PARlY HALL TO SLAB (DOOLE KAW 56ALE: NONE TYPICAL KALL INTERSECTIONS - &.oLWIM PARTY KAILS 50ALE: NONE 0 stud'OMENG STRAZZARA ARCHITEC URE CONSULTING m 1w 1511 THIRD AVENUE SUITE 323 6k SEATTLE, WA 98101 TEL 206.9573900 QUANTU M FAX 206.957,3901 C 0 N S U LT I N G E N G I N E E R S www.quantumce.com Westgate Village LLC as m_ N=�_ - - ISSUED FOR: DATE: 1WILDING PERMIT 3/15/17 'WILDING PERMIT CORRECTION #1 6/23/17 DRAWN BY: SC CWECICED BY: TJS/SKK TYPICAL WOOD DETAILS Em A BOTTOM PLATE PANEL EDGE NAILING NO NALL ABOVE AT SIM. PANEL EDGE NAILING NOTES STACKED 5TAINLE55 STEEL fE PANEL E06E ATTACHMENT PER PER PLAN TO RIM PER PLAN 1. FOR INFORMATION NOT Nb "x2"x2" NA5HER5 FOR 50LID A PANEL EDGE V_ NAILING PER PLAN E30TTOM PLATE NAILING PER PLAN SHEAR NALL SCHEDULE NO NALL ABOVE AT SIM. L5L 5LK6. CONNECTION BOTTOM PLATE ATTACHMENT PER SHEAR GONT. L5L JOIST, CONNECTION NOTED, SEE 2/5402. BEARING ATTACHMENT PER SHEATHING AND (MIN. I(od NAILS @ b" O.G. AT NON -SHEAR AALLS) TO TOP PLATE BELOA PER NALL SCHEDULE (MIN. TO TOP PLATE BELOA PER 2. CONNECTION DESIGNED HTT5 AT EACH EDGE OF BALCONY SHEATHING AND SHEAR NALL SCHEDULE SHEAR NALL EDGE E30TTOM PLATE ATTACHMENT SHEAR NALL SCHEDULE I(od NAILS @ b" O.G. AT SHEAR NALL SCHEDULE (MIN. FOR OL = 10 P5F AND 52" O.C. IN BETAEEN vql (26) SHEAR NALL E06E (MIN. Ibd NAILS @ 81, O.G. NAILING PER SHEAR PER SHEAR NALL SCHEDULE (MIN. IOd-F TOENAILS @ 8" O.C. NON-5HEAR AALL5). IOcI-F TOENAILS @ b" O.C. LL = 60 P5F PER 10d NAILS TO BLOCKING NAILING PER SHEAR AT NON-5HEAR NALL5) NALL SCHEDULE, TYP. PANEL EDGE NAILING PER (MIN. I(od NAILS @ 51, O.G. AT NON -SHEAR NALL5) AT NON-5HEAR NALL5) ARCH. NALL SCHEDULE, TYP. (NHERE OCCURS) PLAN TO BLK6., TYP. AT NON-5HEAR AALLS) PANEL EDGE NAILING CMSTGI(o STRAP x 5-0". FILL ALL (NHERE 0( GUR5) SHEATHING AND TOPPING SHEATHING AND TOPPING PER PLAN TO BLK(5., TYP. SHEATHING AND TOPPING / CANTILEVERED NAIL HOLES vil I(od SINKER NAILS, PER PLAN L5L RIM J015T (U.O.N.) Yq/ SHEATHING AND TOPPING PERPLAN PER PLAN L BALCONY PER PLAN, AL16N STRAP OVER BLOCKING L5L RIM J015T (U.O.N.) Yi/ (1) (2) IOcI-F NAILS TO BLK6. PER PLAN E7�77-77:i z 1 z DESIGNED BY OTHERS Z.-7777777_ IOd-F NAIL TO TOP AND BOT. 7 CONNECTION TO TOP I I I I 1 1 2' 7, CHORD OF EACH JOIST. PLATE BELON PER I 17 CONNECTION TO TOP PLATE X SHEAR NALL 50HEOULE (MIN (Oil BELON PER SHEAR NALL IOcI-F TOENAILS @ 151, O.G. x I TYP. Kill SCHEDULE (MIN. IOd-F LIN-] I AT NON -SHEAR AALL5) TOENA I L5 @ b " 0.( . AT NON-5HEAR AALL5 J015T PER PLAN FLUSH BEAM J015T PER PLAN AEB STIFFENER PER MFR. (AS REO'D) JOIST PER PLAN SHEATHING AND SHEAR NALL E06E NAILING PER J015T PER PLAN PER PLAN SHEAR NALL SCHEDULE, 31V BALCONY CHANNEL .2xO/b L5L BLOCKING, FLUSH BEAM AND (2) bd E30X NAILS J015T HANISER PER (NHERE OCCURS) (5) BAYS MIN. LENGTH OF SHEATHING AND SHEAR (2) 5d E30X NAILS EACH TYP. (NHERE OCCURS) L5L BLK(5. EACH 51DE vql (2) %`(P 5.5. MIN. (4) BAYS AT EACH J015T TO PLATE PLAN (NHERE OCCURS) 9. @ 45" O.G. L5L BLKC NALL EDGE NAILING PER J 015T TO PLATE 481, O.G. THRU-BOLT5 @ BALCONY CONN, TYP. �A HEADER PER PLAN 11 32 O.G. (MAX.) HEADER PER PLAN (AHERE OCCURS) G520 STRAP vq/ (4) IOcI SHEAR NALL SCHEDULE (NHERE OCCURS) STUD BEARING NALL HEADER PER PLAN (NHERE (2) IOd-F TOENAILS C520 STRAP x 5-0". (AHERE OCCURS), SEE TYP. HEADER NA I L5 TO EA( H BLK6. PER PLAN OCCURS), SEE TYPICAL FROM BLKG. TO TOP RIM BEAM PER PLAN FILL ALL NAIL HOLES SEE TYP. HEADER DETAIL 10/5401 HEADER DETAIL 10/5401 PLATE, TYP. (3)/2 x0lb" MIN.) vql 10d NAILS A v DETAIL 10/5401 12411 A54, BLK6. TO PLATE 1'-4" MIN. fE IV4 "x2`x2" AA5HER, TYP. -1 -1 v 24" MIN. TOTAL LENGTH NALL PER PLAN 21-0" MAX. MAX. OF BLOCKING (NHERF OCCURS) I TYPICAL EXTERIOR KALL - I -JOIST PERPENDICAMAR 50ALE: NONE] TYPICAL EXTERIOR KAU - I -JOIST 10ARAUM- 5CALE:NONE TYPICAL INTERIORSTRUCTLRAL KALL - I -JOIST PERPENDIMAR 56ALE: NONE TYPICAL INTERIM KAU - I -JOIST PARALLEL 5LAILE: NONE 14 TYPICAL CAffjLeVL=RED BALCONY C*MCTjON - I-JOI!5T PARALLEL 5GALE: NONE GAP E3070M PLATE ATTACHMENT GAP E30TTOM PLATE ATTACHMENT A PANEL EDGE NAILING E30TTOM PLATE ATTACHMENT PER PLAN TO RIM A PER SHEAR NALL SCHEDULE PER ARCH. PER SHEAR NALL SCHEDULE PER ARCH. PER SHEAR NALL SCHEDULE SHEATHING AND v v (MIN. I&d NAILS @ 5" O.G. AT (MIN. Ibd NAILS @ b" O.G. AT NON-5HEAR AALL5) PANEL EDGE (MIN. Ibd NAILS @ 51, O.G. SHEAR NALL EDGE NAILING AT NON-5HEAR AALL5) SHEATHING AND SHEAR NON-5HEAR NALLS) NAILING PER PLAN PER SHEAR NALL I IN. L5L RIM PANEL EDGE NAILING SHEATHING CONTINUOUS SCHEDULE, TYP. SHEATHING CONTINUOUS 1/5402 J015T AT CORRIDOR SHEAR NALL SCHEDULE PER PLAN TO BLK6. ACROSS GAP SHEATHING AND ACROSS GAP PANEL EDGE NAILING TOPPING PER PLAN J015T PER PLAN SHEATHING AND TOPPING SHEATHING AND TOPPING PER PLAN, TO RIM TYP. SHEATHIN6AND TOPPING vil (2) bd TO TOP SHEATHIN6AND TOPPING PER PLAN PER PLAN o PER PLAN PLATE, TYP. PER PLAN L - - - - - - - - - - - - - - NAILING PER PLAN TO RIM, 11/5402 yl 1, �� J015T PER PLAN T 1111 T TYP. e$< 0>< CORRIDOR J015T JOISTS PER PLAN �_ JOISTS PER PLAN I CORRIDOR (PERPENDICULAR TO NALL AT JOIST PER PLAN L5L RIM J015T OR L5L BLK6. @ 48" O.G. 0 PER PLAN vil (PARALLEL TO NALL J015T PER PLAN SIM., SEE DETAIL 1/5402) L5L RIM J015T OR BLK(5., HAN6ER PER PLAN BLK6., CONNECTION TO - ONE BAY vql FLOOR IU5 HANGER CONDITION, SEE CONNECTION TO TOP PLATE (2) 8d E30X NAILS EACH TOP PLATE BELOA PER E06E NAILING TO BLK6. DETAIL 12/5402) CORRIDOR BEAM L5L E3LKr-v. @ 48" O.G. Yq/ BELOA PER SHEAR NALL J015T TO PLATE, TYP. BEAM PER PLAN SHEAR NALL SCHEDULE (MIN. IOcI-F TOENAILS (2) 8d BOX NAILS EACH CONTINUOUS SHEAR NALL BEYOND PER PLAN. (2) IOcI-F TOENAILS SCHEDULE (MIN. IOd-F @ 5" O.G. AT E3LK&. TO PLATE, TYP. SHEATHING TO PROVID HEADER PER PLAN NOTCH OR CUT RIM TO TOP PLATE TOENAILS @ 8" O.G. AT DOUBLE STUD NALL NON-5HEAR NALL) BACKING AT HANGERS (NHERE OCCURS), J015T AND PROVIDE NON -SHEAR NALLS) PER PLAN DOUBLE STUD SEE TYP. HEADER 50LID BLK6. FOR L5L RIM JOIST, SHEATHING 4 SHEAR BEARING NALL DETAIL 10/5401 FULL BEARING CONNECTION TO TOP PLATE SHEATHING AND SHEAR NALL E06E NAILING PER BELOA PER SHEAR NALL NALL EDGE NAILING SHEAR NALL SCHEDULE, TYP. HEADER PER PLAN (AHERE SCHEDULE (MIN. IOd-F PER SHEAR NALL 4—lu OCCURS), SEE TYP. HEADER TOENAILS @ 5" O.G. AT SCHEDULE, TYP. _! 4_� DETAIL 10/5401 NON-5HEAR NALL5) TYPICAL PARTY KALL - I -JOIST PERPENDICULAR 50ALE:NONE TYPICAL I -JOIST TO FLIIISH BEAM CONNECTION 50ALE:NONE JOIST CHAN6f DIRECTION AT PARTY KALL 50ALE:NONF- TYPICAL CORRIDOR KALL - CORRIDOR J015T PERPENDIULAR 5,CALE: NONE TYPICAL COMIDOR KALL - CoORRIDOR JOIST PARALLEL 50ALE: NONE PANEL EDGE NAILING BOTTOM PLATE ATTACHMENT PER PLAN TO RIM A PER SHEAR NALL SCHEDULE PANEL E06E (MIN. I(od NAILS @ 8" O.C. AT E30TTOM PLATE NAILING PER SHEATHING AND SHEAR NON-5HEAR AALL5) A PLAN TO BEAM NALL E06E NAILING PER ATTACHMENT PER 8d NAILS @ 6" O.G. EMBED V:2"x1"xO'-1" @ 2'-0" O.G. SHEAR NALL SCHEDULE PANEL EDGE NAILING SHEAR NALL SCHEDULE vil (4) r/16"(Pxb" N.H.5. SHEATHING AND TOPPING PER PLAN TO BLK(5. (MIN. I(od NAILS @ 5" O.G. AT @ 4" O.C. EACH NAY PER PLAN 13/4" (MIN.) L5L RIM SHEATHING AND TOPPING NON -SHEAR NALL5) A 2x E30TTOM PLATE GONG. NALL CONCRETE SLAB J015T AT CORRIDOR PER PLAN SHEATHING AND v PER PLAN PER PLAN 77777. SHEAR NALL EDGE NAILING I(od NAILS @ 8" O.G. PER SHEAR NALL �j SCHEDULE SHIM TO MATCH 4x 10 LEDGER FLOOR SHEATHING yq/ 5/4 iE�i EEO TYPICAL FLOOR EXPAN51ON z6xIO DF#I ;t ELEV. BEYOND BOLTS @ (2) L5L RIM JOIST, vql MBHU550 JOISTS PER PLAN 00 NOT SPLICE Y41THIN HANGER AT EMBED 5" MIN. EACH END CORRIDOR J015T CORRIDOR JOIST (PERPENDICULAR TO NALL AT 4'-0" OF FLOOR OPENING PER PLAN PER PLAN IN/ IL q/5402) SIM. SEE DETA CONNECTION TO TOP 2xIO JOISTS IU5 HANGER PLATE BELON PER IOcI-F TOENAILS @ b" O.G. @ 16" O.G. TOP FLANGE HANGER L5L BLK6. @ 48" O.G. vql SHEAR NALL SCHEDULE vql LU5 HANGERS (2) 3/4"0 A.T.S. @ 4" O.G., PER PLAN CONTINUOUS SHEAR NALL (2) IOcI-F TOENAILS (MIN. IOd-F TOENAILS @ 2x DBL TOP PLATE. CENTER ON EMBED PLATE SHEATHING TO PROVIDE TO TOP PLATE 8" O.C. AT NON-5HEAR 00 NOT SPLICE NITHIN T"rPIGAL STAIR CORRIDOR BEAM BACKING AT HANISER5 NALL5) 4'-0" OF FLOOR OPENING STRINGER PER 4xIO LE06ER PER PLAN 13/4" L5L RIM JOIST, 1615401 CONNECTION TO TOP PLATE TYPICAL STAIR 5TRIN6ER BELON PER SHEAR NALL PER 1615401 SCHEDULE (MIN. IOcI-F TOENAILS @ a" O.G. AT NON -SHEAR NALL5) TYPICAL CORRIDOR BEM 50ALE:NONE TYPICAL WRRIDOR KALL - CORRIDOR JOIST PERPEND101M 5CALE: NONE ExTERioR KALL AT r-LooR omim - wow 5CALE:NONE STAIR LANV1% AT CONCRETE KALLS 5LAILE: NONE 14 STAIR STRWAR TO CONCRETE SLAB SCALE:NONE PANEL EDGE NAILING NO NALL ABOVE 5ill TOP CONNECTION 2 (ox P05T PER PLAN PER 111/5403 GAP PER ARCH. BOTTOM PLATE ATTACHMENT PER SHEAR NALL SCHEDULE PER PLAN TO BEAM (MIN. I(od NAILS @ b" O.G. AT SIM. SHEATHING AND A35 EACH 51DE OF AT NON -SHEAR NALL5) SHEATHING E30TTOM PLATE ATTACHMENT TOPPING PER PLAN P05T vql bd COMMON PER PLAN PER SHEAR NALL SCHEDULE. NAILS (2Y2" LONG) SHEATHING CONTINUOUS LSL RIM J015T vq/ (1) 10d-F NAIL (MIN. I(od NAILS @ b" O.G. PANEL E06E PANEL EDGE ACROSS GAP TOPPING PER PLAN TO TOP AND BOTTOM CHORD AT NON -SHEAR NALL5). NAILING PER PLAN (o 8d NAILS @ 4" O.C. NAILING PER PLAN (NHERE OCCURS) OF EACH JOIST. CONNECTION MAXI TO BLK6. V4 TO RIM, TYP. SHEATHING AND TOPPING TO TOP PLATE BELOA PER PANEL EDGE NAILING J015T BLK&. vil 5d BOX NAILS N PER PLAN SHEAR NALL SCHEDULE PER PLAN @ b" O.G. TO BEAM BELON V4 V \ I (MIN. IOcI-F TOENAILS @ 8 " O.G. AT NON- 5HEATHINC7AND J015T PER PLAN 0 SHEAR AALL5) TOPPING PER PLAN _2� jj� 777 J015T PER PLAN BALCONY PER PLAN, DE5167 0520 STRAP vil L5L RIM J015T J015T PER PLAN HANGER PER PLAN SHEATHING AND SHEAR J015T PER PLAN NEB STIFFENER PER BY OTHERS (4) 10d NAILS TO EACH BLK6. CONNECTION TO TOP PLATE L5L BLK6. @ 4b" O.G. MFR. (AS REOV) BELOA PER SHEAR NALL EACH SIDE OF NALL BEAM PER PLAN NALL EDGE NAILING PER SHEAR NALL SCHEDULE, (2) bd BOX NAILS EA. fE /V2 Ilx(o" v41 (2) % 14 (3) BAYS OF R/411 LsL SCHEDULE (MIN. IOd-F b" AT (2) IOcI-F TOENAILS BLK6. TYP. (AHERE OCCURS) J015T TO PLATE (2) 8d E30X NAILS FROM BOLTS BLK&., ALI&N vil TOENAILS @ O.G. NON-5HEAR NALL5) TO TOP PLATE, TYP. EACH J015T TO BEAM BALCONY CONNECTION BEAM PER PLAN fE Y2 IIxIO"xO'-IO" vq/ (4) %"0 THRU-BOLT5 RIM BEAM PER PLAN SHEATHING AND SHEAR DOUBLE STUD NALL NALL EDGE NAILING PER, PLAN @ I" O.G. EACH NAY fE IV4 "xVxZ' AA5HER5, TYP. PER SHEAR NALL SCHEDULE, TYP. FUJI BEM AT JOIST DIRECTION OW*E 50ALF:NONE I (o TYPICAL 1M=R1OR MILL Al"M EICIALE: NONE Typ icAL i-xisT To mm BEAm co*mnON 50ALF:NONE 15 Typ 1CAL BALCONY CONNECTION (WTTOM) EXALE: NONE 1� TYPICAL PARTY KALL - I -JOIST PARALLEL 50ALE:NONE 1 0)0 I_JOj!5TS PEROMIULAIR AND PARALLEL stud'OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING go' V., mm . 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.9573900 QUANTU M FAX 206.957,3901 C 0 IN S U LT I N IS E N G I N E E R S www.quantumce.com mwomm Westgate Village LLC RTA Lol k IL 11110401 am ELI 31101 0*11 ISSUED FOR: DATE: 1WILDING PERMIT 3/15/17 'WILDING PERMIT CORRECTION #1 6/23/17 DRAWN BY: SC CWM(ED BY: TJS/SKK IN PANEL E06E BLOGKING TO TOP PLATE NAILIN6 PER PLAN GURB PER MEGHANIGAL PANEL ED&E ATTAGHMENT PER 5HEAR NAILINIS PER PLAN NALL 5GHEOULE (MIN. TO BLKI67., TYP. PANEL E06E NAILIN6 ENIS-71NEER. ATTACH MFGH UNIT PANEL E06E NAILIN& PER IOd-F TOFNAIL5 @ 81, O.G. PER PLAN FOR FULL BLOGKINO TO TOP PLATE To apza Yq/ (2) HOLOONN GLIP5 AT THE LON6 E06E5 OF PLAN TO RIM, TYP. NE5 5TIFFENER AT NON-5HEAR NALL5) ATTAGHMENT PER 5HEAR LEN6TH OF THE J015T THE UNIT. FA5TEN THE GLIP5 PANEL E06E NAILIN6 J015T PER PLAN PER MFR. (NHERE REGO.) 5HEATHIN& PER PLAN NALL 5GHEOULE (MIN. AL16N RIM J015T OVER 10cl-F TOENAIL5 @ 8" O.G. vql (4) #10 5GREN5 EAGH LE6. 51b"Oxb" LAIS 5GREN5 PER PLAN, TO RIM TYP. 5HEATHIN65 v4I (2) bd TO TOP 5HEATHINC7 AT NON-5HEAR NALL5) 5HEAR NALL (0" FROM END OF BOX PER PLAN PLATE, TYP. PER PLAN ......................... BEAM AND @ 52" O.G. 1 MAX. 5PAG I N& vql V4",;�x2VY 505 @ 16" O.G. I 111 11 Iz VZZ IZ XZV I I IZIZ I ZAZ I zz 1 11 1 1 11 1 1 ................ L BOX BEAM: ts) x (2) 2x4 PLATE5 T$5, LLI 7 T_ T T ROOF 5HTC7. 15/32" PLYNOOD BOTH 51DE5 !=k_ L5L FULL DEPTH J015T PER PLAN PER PLAN vq/ bd NAIL5 @ 4" O.G. TO ALL PLATE5 AND 5TUD5 J015T PER PLAN L5L RIM J015T OR LSL BLKI5. @ 48" O.G. BLK(7. OVER NALL vil (2) IOd-F NAIL5 L J015T (1) BAY OF L5L BLOGKIN6 L5L RIM J015T OR BLK6., BLK6., GONNEGTION TO ONE BAY Yq/ FLOOR TO TOP PLATE PER PLAN @ 4a" O.C., ALTERNATE "11", GONNEGTION TO TOP PLATE (2) 8d E30X NAIL5 EAGH TOP PLATE BELON PER E06E NAILINIS TO BLKIS. EAGH 51DE OF NALL T' L BELON PER 5HEAR NALL J015T TO PLATE, TYP. 5HEAR NALL 5GHEOULE 0 (MIN. IOd-F TOENAIL5 (2) bd BOX NAIL5 EAGH L HEA 5HEATHING AND 5HEAR 5HEATHIN6 AND 5HEAR NEB F I LLER 5GHEDULE (MIN. IOd-F TOENAIL5 @ b" O.G. AT DOUBLE 5TUO NALL @ 8" O.G. AT BLK6. TO PLATE, TYP. r N 7 P Ep NALL FO(5E NAILIN(5 PER 5HEAR NALL 5GHEOULE -L+--L IEDULEJ NALL E06E NAILIN6 PER 5HEAR NALL 5GHFOULF 1+1 NON-5HEAR NALL5) PER PLAN NON-5HEAR NALL) (AHERE OGGUR5) DOUBLE 5TUO T-ROOF 5HEATHIN6 AND 5HEAR 5HEATHIN(5 $ 5HEAR BEARIN(7 NALL (bx(b BLK6. AT LA& J015T5 PER PLAN NALL E06E NAILIN6 NALL EDOE NAILIN6 PER 5GREN5 vi/ Ubb PER 5HEAR NALL 5HEAR NALL 5GHEOULE, TYP. HANC7ER EAGH END 5GHEOULE, TYP. (4x12 PER PLAN AT 51M.) TYPICAL PARTY KALL - I -JOIST PERPENDICAMAR AT ROOF 50ALE:NONE PARTY KALL - JOIST 1711RECoTION C44M6E AT ROOF 5GALE: NONE 1.2 TYPICAL 1NTER1OR5TII;ZXnRAL MILL AT ROOF 56ALE: NONE TYPICAL INTERIM STRZMAL KALL AT RDOF 50ALE: NONE 14 ROOFTOP UNIT SLEEPER ATTACMENT 5GALE: NONE 15 I -JOIST PERPENDIULAR, I -JOIST PARALLEL PANEL EO(5E NAILIN(5 PER PLAN NOTE: L5TA12 @ 32" o.r,. (MAX) FOR INFORMATION J015T TO BLK(5. 2x LEO(5ER vql (2) IOcI-F NOT NOTED, 5177 (3) IOcI-F NAIL5, >� NAIL5 TO EA( H 5TUO AND 14/5403 4'LON(5 2xI2 TO 2x12 2x8 5TUO5 @ 16" O.G. PANEL E06E NAILIN6 PER PLAN Iod-F NAIL5 @ 6' O.G. TO BLK(5. BLK(7., TYP. (BALLOON FRAMED) 2x,5 5TUO5 @ I (b " 0.( . (OFF5ET IN/ J015T5) --"Z- L IOcI-F NAIL5 @ (b" O.G. TO BLK6. (BALLOON FRAMED)----,-' PANEL EDC7E NAILINC7 PER PLAN 3V:2xl,5 P5L BLK6. - TO BLK6., TYP. H A v H _2� HAN(5ER PER PLAN 2x BLKC7. @ 32" O.G. (MAX.) (ABOVE), LOGATE 5HEATHIN(5 PER PLAN 'T (OFF Yq/ 5TU05),32" MIN. PER ARGH. X + AL 5 TOT 5 LK6. LEN6TH AL16N ROOF J015T NEB FILLER AT (2) ROA5 OF (1) IOcI-F p- 2z 5HEATHIN6 AND 5HEAR ABOVE 5HEAR NALL 5TRAP5 NAIL5 PER RON FROM NALL ED(5E NAILIN& PER 5HEATHIN6 AND 5HEAR (OTHER THAN NEB 2xI2 TO BLK(5. EAGH 51DE 5HEAR NALL 5GHEDULE (NHERE OCCUR5) NALL E06E NAILIN6 PER J015T 5HEAR NALL 5GHEOULE FILLER, NO 5PEGIAL J015T DE516N 15 REGO. 2xI2 BLKC7. v41 (2) RON ROOF J015T PER PLAN PER (NHERE OGGUR5) PLAN 5INGE THE OVERTURNIN(7 VERTIGAL G516 PER OF (1) IOd-F NAIL5 PER 'P RON TO BLK6., TYP. 5x(b GONT. BLKIS. v41 J015T PER PLAN 2x(b GONT. BLKC 15 RE515TED BY THE 5TRAP vql 10d 5HEAR NALL BELON) NAIL5 @ 2" O.G., 2x 12 x 4' LON6 EAGH 51DE r -H VENT HOLE5 PER ARGH. (OFF5ET v41 5TU05) Z:A VENT HOLE5 PER ARGH. H2 BETNEEN BLK(5. AL16NED Yq/ A35 5ECTION T AND A55 EAGH END AT - - - 44 GLIP5 (2 5TRAP5 -_I 5TRAP LOGATION5 13/4 L5L LE06ER vi/ A35 EAGH END OF BLK(7. L5TA12 AT EAGH 2x EILK6. PER J015T) 11 (5) 505 V4 x4V:2" 5D5 5GREN5 AT 5TRAP LOGATION5 FIRE BLK6. PER ARGH. TO EAGH 5TUO Yi/ VENT 2x GEILIN(5 NAILER v41 (2) IOd-F PLM VIIEK HOLE5 PER ARGH. FIRE BLK(5. PER ARGH. NAIL5 TO EAGH 5TUO ADD AN ADO'L 5TUO HEADER PER PLAN HEADER PER PLAN AT 5TRAP FALL ARRE5T ANGHOR (NHERE OGGUR5) (NHERE OCrUR5) PER MFR., GENTER ON BLKC7., ATTAGH vil 3" LONC7NOOD 5GREN5 PER MFR. x < BALLOON FRAJ�W, PARAPET - I -JOIST PERPENDICUAR 50ALE:NONE 13ALLOON FRAMED PARAPET - I -JOIST PARALLEL 50ALE:NONE FALL ARREST AWhIIOR S"ORT AT 511-1EAR KALL 50ALE:NONE a 50ALE: NONE 10 L5L RIM J015T vql (1) 10cl-F 2x(b PARAPET 5TUD5 TO NAIL TO T$B OF EAGH J015T. ALI&N v41 2x(b 5TUD5 BELON 2x(b PARAPET 5TUD5 TO AL16N vql 2xb 5TUD5 BELON I(od NAIL5 @ 6" O.G. (2) RON5 OF (10) PLAN IOd-F NAIL5 PER v I - - - RON FROM J015T TO I(od NAIL TO EAGH BLK6. GONNECTION TO TOP I&d NAIL5 @ 6' O.G. L5L RIM J015T vq/ (1) IOd-F 2xI2 (EACH 510E) X PLATE BELON PER 5HEAR < NALL 5GHEOULE (MIN. IOcI-F < G A34 BLK(7. TO TOP PLATE x NAIL TO T415 OF TO EAGH -7. PER PLAN ROOF 5HTC (2) A35 GLIP5 EAGH 51DE I(od NAIL TO EAGH J015T X TOENAIL5 @ 8" 0.0. AT 7 0 Top rz (3 BLK6. GONNEGTION TO TOP PANEL E06E NAILINIS Lu OF EAGH 2xI2 BLKI5. x P5L BLK(7. BEYOND Lu NON-5HEAR NALL5) _I PLATE BELON PER 5HEAR PER PLAN TO BLK(5., TYP. NOTE 5 5HEATHIN(5 PER PLAN NALL 5GHEOULE (MIN. IOd-F TOENAIL5 @ 3" O.G. AT 5HEATHIN(7 PER PLAN 2xI2 BLKC7. 2xI2 x 4'LONry i Z r NON-5HEAR NALL5) J015T PER PLAN _\ NEE3 FILLER, TYP. I'-&" MIN. J015T PER PLAN 11 ZA V 11 1 11 1 11 1 4 Ir 1 2'-0" MAX. 5HEATHIN& AND 5HEATHIN6 AND 5HEAR NALL E06E T \ x 5HEAR NALL EDI67E SECTI! NAILINC7 PER 5HEAR V\.1 NAILIN(5 PER 5HEAR NALL 5GHEOULE NALL 5GHEOULE F7-\ ZJ015T PER PLAN (OFF5ET vql 5TU05) H2 BETNEEN BLK(5. NOTE5: T-/V2" (MIN.) PER NOTE 2 2� c� � 2� 0 - (2) BAY5 OF L5L BLK(5 @ vil (2) RON5 OF X4 11 x 2111 1 x FLU5H HEADER PER j tu 1 (2) bd BOX NAIL5 EAGH FLU5H HEADER PER 4b" O.G. (OFF5ET vql 5TU05) 1. DE516N J015T5 ADJAGENT TO FALL ARRE5T ANGHOR5 FOR 505 5GREN5 @ 8" O.G. PLAN (NHERE OCCUR I. J015T TO PLATE PLAN (NHERE OrrUR5) POINT LOAD OF 2,150 LB (GcI = 1h) - UPIAIARD OR DOANNARD TYP. AT NOOD Lu Ld NOT GONGURRENT NITH OTHER LIVE LOAD5. G516 @ 45" O.G. EAGH 51DE IN/ (20) G516 @ 48" O.G. EAGH 51DE vil (20) d' 2. 5EE b/5405 FOR OONNEGTION TO 5HEAR NALL BELON LOGATE OUIDE RAIL PLATE 10d NAIL5 EAGH END OF 5TRAP NOTE: 10d NAIL5 EAGH END OF 5TRAP NOTE: (NHERE OCCUR5) PER ELEVATOR MFR., TYP. 13/4" L5L RIM, U.O.N. (OMIT 5TRAP5 AHERE PARAPET (OMIT 5TRAP5 NHERE PARAPET 5EE ARGHITEGT OR GONTRAGTOR HT < 1'-69 TO PREVENT 5PLITTIN6 5EE ARGHITEGT OR GONTRAGTOR HT < I'-&") TO PREVENT 5PLITTINIS DE51(5N FOR VENTIN(5 REOUIREMENT5 ALTERNATE INTERIOR $ EXTERIOR DE516N FOR VENTINIS REOUIREMENT5 ALTERNATE INTERIOR$ EXTERIOR (DO NOT INTERRUPT NAILIN6) 5TRAP ON ADJAGENT 5TUD5 (00 NOT INTERRUPT NAILINI67) 5TRAP ON ADJAGENT 5TUD5 TYPICAL PARAPET - I -JOIST PERPENDICAIAR 50ALE:NONE TYPICAL PARAPET - I -JOIST PARALLEL 5CALE:NONE DETAIL 5CALE: NONE r-ALL AmmsT AwwR swpoRT E-/,ALE: NONE 14 PANEL E06E L5L BLKC7., TYP. PLYINOOD OBL. TOP PLATE NAILIN& PER PLAN BEAM 5HEATHINC7 TYP. V4 TO BLKIS. PER PLAN A55 EAGH 51DE OF P05T ROOF J015T PER 16/5403 TO TOP PLATE H25A, TYP. AT EAGH PER ARGH. PLAN &UIDE RAIL PLATE J015T TO NAILER (8 -o MAX) H55 P05T PER PLAN lox P05T PER PLAN PLYNOOD PER ELEVATOR MFR., (2) 8d NAIL5 EAGH 5HEATHINC-7 J015T TO NAILER PER PLAN 3x NAILER 11 11 11 211 BA5E U/2 V4/ AIV4 x & fE)/2 XV2"XO'-1 IN/ (2) %4110 THRU-BOLT5 (COUNTER5INK 11 5111 TYP. AT GONGRETE 2 2 505 5GREN5 TO 50LID %" MAX.) NEB 5TIFFENER -7. DMIL A BLKC L PER MFR.(A5 PLAIIN V1 A TYP. REG'D) DOUBLE TOP v NOTES: PLATE T/`FLOOR ROOF J015T PER dk I . 5EE TYPICAL OETAIL5 FOR PLAN, GONT. OVER M5TA24 5TRAP, 211 L iv ADDITIONAL NOOD FRAMINIS 5TEEL BEAM ( ENTER ON 5x 1c, A INFO. NOT NOTED GONT. L5L RIM J015T v41 (1) NAILER AT END OF Jill 3 11 2 VRO GONT. 3x NAILER vil IOd-F NAIL TO TOP AND BOT. 5TEEL BEAM r 2. PLATE 51ZE TO BE IV2" MIN. LARISER %II(PX2y2II LON(5 N.T.5. GHORD OF EAGH J015T T ON ALL 51DE5 THAN RAIL @ 32" O.G. 2x 5TUO NALL L ATTAGHMENT PLATE PER MFR. (GOUNTER5INK NUT 0/4" L5L BLK6. BETNEEN PER PLAN L5L BLKC7. #3 5.5. GLEV15 v41 1"0 PROVIDE (6) 5GREN5 MINIMUM AND NA5HER ROOF J015T5 Yq/ IOd-F L 50LID NOOD BLK6. J015T PER PLAN, TYP. 5.5. PIN AT EAGH END - PER PLATE. MAX.) TOENAIL5 @ a" O.G. TO 5TEEL BEAM PER PL AN BELON P05T TO 114 5.5. ROD TYP. NAILER, TYP. e____ MATCH P05T 51ZE, DOUBLE 5TUO BEARIN(5 V4 3. P05T PER PLAN INHERE FLOOR 5TEEL BEAM PER 11 V4 V cAP fE Y2 x BEAM IN5TALL NOOD 5RAIN NALL PER PLAN TO FLOOR/ROOF HF16HT EXGEE-05 PLAN FULL DEPTH 5TIFF fE Y4 A v FLANISE AIDTH IN/ (4) %4"(P _vL4_L VERTIGALLY BALGONY PER PLAN, 12'-0". PLATE TO BE LOCATED EAGH 51DE @ 41-01, O.G. A325 BOLT5 AT 5TP. NOTE DE516NED BY OTHER5 - - - - - - BOTTOM NO MORE THAN V4 HE16HT FROM (5) 51DE5, TYP. __J L OPERABLE DOORMALL PER BEAM 5A(5E 4x P05T PER PLAN FOR APP'L INFORMATION, I GONNE( TI ON TOP OR BOTTOM OF P05T. ARGH., ATTAGHMENT TO 5TEEL H55 P05T PER PLAN 5EE 5/5402 1 I_ --- - - - - - - I PER 11/5402 BEAM PER DOOR 5UPPLIER DETAIL 5GALE:NONE I 1(0 DETAIL 5GALE:NONE I DETAIL 5GALE:NONF- TYPICAL BALCONY CONNECTION (TOP) - DIIAWNAL BRACE 5GALF: NONE TYPICAL MEVATOR WIDE RAIL PLATE ATrm+mNT 5rALE: NONE 0)0 _j stud'OMENG STRAZZARA ARCHITECTURE PLAN%G CONSULT NG m 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.9573900 QUANTUM FAX 206.957,3901 C 0 IN S U LT I N G E N G I N E E R S www.quantumce.com MKOMM Westgate Village LLC NJ kyl M 0 NINN 'lily dT ON ra ga, Iffy, I ISSUED FOR: DATE: 'aw'UILDING PERMIT 3/15/17 'ww'UILDING PERMIT CORRECTION #1 6/23/17 DRAWN BY: SC CWECli(ED BY: TJS/SKK 0 9 GENERAL GENERAL(CONT.) ACT ACOUSTICAL CEILING TILE SAT SUPPLY AIR TEMPERATURE AD ACCESS DOOR SD STORM DRAIN AD] ADJUSTABLE SF SQUAREFOOT AFF ABOVE FINISHED FLOOR SPEC SPECIFICATION AMP AMPERE SQ SQUARE ARCH ARCHITECT; SUPP SUPPLY ARCHITECTURAL STD STANDARD AUTO AUTOMATIC SWT SUPPLY WATER AUX AUXILIARY TEMPERATURE BHP BRAKE HORSE POWER TBD TO BE DETERMINED BOD BASIS OF DESIGN TI TENANT IMPROVEMENTS BS BIRD SCREEN TOC TOP OF CONCRETE BTU BRITISH THERMAL UNIT TOP TOP OF PIPE BTUH BRITISH THERMAL UNITS TOS TOP OF STEEL PER HOUR TYP TYPICAL CD CONDENSATE DRAIN UG UNDERGROUND CHW CHILLED WATER LINO UNLESS NOTED CHR CHILLED WATER RETURN OTHERWISE CHS CHILLED WATER SUPPLY COND CONDENSATE VFD VARIABLE FREQUENCY C/L CENTERLINE DRIVE CLG CEILING CO CARBON MONOXIDE W/ WITH CO2 CARBON DIOXIDE WC WATER COLUMN WG WATER GUAGE DCW DOMESTIC COLD WATER W/O WITHOUT DET DETAIL DHW DOMESTIC HOT WATER DHWC DOMESTIC HOT WATER HVAC RECIRCULATION DIA DIAMETER AC AIR CONDITIONING DISCH DISCHARGE AHU AIR HANDLING UNIT DN DOWN DWG DRAWING BDD BACKDRAFT DAMPER DWV DRAIN, WASTE, VENT BOD BOTTOM OF DUCT (E) EXISTING cc COOLING COIL EA EACH CFM CUBIC FEET PER MINUTE EC ELECTRICAL CONTRACTOR; CU CONDENSING UNIT END CAP CV CONSTANT VOLUME EL ELEVATION ELEC ELECTRICAL DB DRY BULB ELEV ELEVATION DIFF DIFFUSER EFF EFFICIENCY DMPR DAMPER EWT ENTERING WATER TEMPERATURE EA EXHAUST AIR EXIST EXISTING EAT ENTERING AIR TEMPERATURE EXH EXHAUST ESP EXTERNAL STATIC PRESSURE F FAHRENHEIT FC FLEXIBLE CONNECTION (F) FUTURE FLEX FLEXIBLE GRD GRILLE, REGISTER, DIFFUSER FLG FLANGE FLR FLOOR HC HEATING COIL FOIC FURNISHED BY OWNER, HRC HEAT RECOVERY COIL INSTALLED BY CONTRACTOR MAT MIXED AIR TEMPERATURE FP FIRE PROTECTION MC MECHANICAL CONTRACTOR FPM FEET PER MINUTE MD MOTORIZED DAMPER FT FOOT; FEET MECH MECHANICAL FURN FURNISH MOD MOTOR OPERATED DAMPER; MODULATING GA GAUGE MUA MAKE UP AIR GALV GALVANIZED GC GENERAL CONTRACTOR OA OUTSIDE AIR GPM GALLONS PER MINUTE OBD OPPOSED BLADE DAMPER GWB GYPSUM WALL BOARD RA RETURN AIR HP HORSEPOWER RCP REFLECTED CEILING PLAN HVAC HEATING, VENTILATION, AND AIR CONDITIONING SA SUPPLY AIR SD SMOKE DAMPER ID INSIDE SF SUPPLY FAN DIAMETER/DIMENSION SL SOUND LINED IE INVERT ELEVATION SLSM SOUND LINED SHEET METAL IW INDIRECT WASTE Sm SHEET METAL SID STATIC PRESSURE LAT LEAVING AIR STD STANDARD TEMPERATURE LF LINEAL FOOT TG TRANSFER GRILLE LWT LEAVING WATER TOD TOP OF DUCT TEMPERATURE TSP TOTAL STATIC PRESSURE MAX MAXIMUM UH UNIT HEATER MBH 1000 BRITISH THERMAL UNITS PER HOUR VAV VARIABLE AIR VOLUME MC MECHANICAL CONTRACTOR VD VOLUME DAMPER MED MEDIUM MECH MECHANICAL W WASTE MFR MANUFACTURER WB WET BULB MIN MINIMUM MISC MISCELLANEOUS M/N MODEL NUMBER MTD MOUNTED N/A NOT APPLICABLE NC NORMALLY CLOSED PIPING NEG NEGATIVE NIC NOT IN CONTRACT AAV AUTOMATIC AIR VENT NO NORMALLY OPEN; NUMBER AGA AMERICAN GAS ASSOCIATION NOM NOMINAL AS AIR SEPARATOR NPCW NON POTABLE COLD WATER BP BACKFLOW PREVENTER NTS NOT TO SCALE CDWR CONDENSER WATER RETURN OA OVERALL CDWS CONDENSER WATER SUPPLY oc ON CENTER CT CONICAL TEE OD OUTSIDE DIAMETER FHV FIRE HOSE VALVE PC PLUMBING CONTRACTOR FO FUEL OIL PD PRESSURE DROP FOR FUEL OIL RETURN PLBG PLUMBING FOS FUEL OIL SUPPLY POC POINT OF CONNECTION FOV FUEL OIL VENT PRELIM PRELIMINARY PSI POUNDS PER SQUARE INCH HRR HEAT RECOVERY RETURN PSIG POUNDS PER SQUARE INCH HRS HEAT RECOVERY SUPPLY GAUGE HWR HOT WATER RETURN HWS HOT WATER SUPPLY QTY QUANTITY MAV MANUAL AIR VENT RAT RETURN AIR TEMPERATURE RET RETURN RLL REFRIGERANT LIQUID LINE REQD REQUIRED RSL REFRIGERANT SUCTION LINE RPM REVOLUTIONS PER MINUTE RWT RETURN WATER TEMPERATURE LINETYPE LEGEND NEW `i-X —X —X —X —X --S DEMO (E) EXISTING (E) FUTURE(F) XXXS SUPPLY (EX. CHWS) XXXR RETURN (EX. CHWR) NOTE: THE SUPPLY SIDE OF THE SYSTEM IS LEAVING THE HEAT EXCHANGE EQUIPMENT. FOR EXAMPLE: 9 CHWS - PIPING LEAVING CHILLER 9 CDWS - PIPING LEAVING COOLING TOWER o HWS - PIPING LEAVING BOILER TAG # TAG-X-X TAG-X-X TAG-X_y PROJECF Exmyz mjEcr FUTURE NEW PROJECT SAMPLE SAMPLE EXISTING EQUIPMENT FUTUREEQUIPMENT NEW EQUIPMENT TAGS LEGEND EQUIP. TYPE LOCATION EQUIPMENT DESIGNATION FN-01-01 FIXTURE TYPE FIXTURE F_ GDI DESIGNATION X_# SYSTEM TYPE SYSTEM DESIGNATION SIZE TYPE XXX XX/X XXX (TYP-X) AIRFLOW (CFM) IN . TYPE j— INSTRUMENT DESIGNATION NOTES LEGEND EQUIPMENT TAG (SEE SCHEDULES) FIXTURE TAG (SEE PLUMBING FIXTURE SCHEDULE) RISER TAG (SEE RISER DIAGRAMS) AIR TERMINAL TAG (SEE GRD SCHEDULE) I 101619 all a I a 011 VIM I to] m KEYED/FLAG NOTE REFER TO SHEET NOTES 0 VF -------- 2-WAY CONTROL BALL VALVE BUTTERFLY VALVE BUTTERFLY VALVE MANUAL LEVER MANUAL LEVER GEAR VALVE GLOBE VALVE PLUG VALVE .3� V-4 DIAPHRAGM BALANCE VALVE BALANCE VALVE MANUAL LEVER TEE LEVER VALVE (CIRCUIT SETTER) (PRESSURE INDEPENDENT) NATURAL GAS E V GM G AGA AGA AGA BALL VALVE PLUG VALVE PRESSURE EARTHQUAKE NATURAL GAS MANUAL LEVER TEE LEVER REDUCING VALVE VALVE METER HYDRONIC SPECIALTY ITEMS PRESSURE PRESSURE CHECK PIPE TO PRESSURE SAFETY REDUCING VALVE REGULATOR VALVE VALVE DRAIN VALVE AAV MAV AUTOMATIC MANUAL VACUUM PUMP SUCTION AIR VENT AIR VENT BREAKER DIFFUSER CONCENTRIC ECCENTRIC ECCENTRIC WYE STRAINERWITH WYE TRANSITION TRANSITION TRANSITION VALVE AND HOSE STRAINER (FOT) (FOB) END CAP HEAT TRACED UNION FLOW ARROW HOSE END END CAP PIPING AND CAP PRESSURE PRESSURE PRESSURE PRESSURE GAUGE PRESSURE GAUGE SWITCH TRANSMITTER GAUGE WITH SNUBBER WITH PIGTAIL Ep P/T _r — I - f DIFFERENTIAL DIFFERENTIAL PRESSURE TEMPERATURE TEMPERATURE PRESSURE PRESSURE TEMPERATURE INDICATOR SENSOR SWITCH TRANSMITTER PORT y BMS WATER METER WATER METER (NOT BMS) FLOW METER FLOW SWITCH ORIFICE PLATE (BMS) HYDRONIC EXPANSION U E:3 EXPANSION ALIGNMENT EXPANSION JOINT GUIDE LOOP x ED ANCHOR FLEX CONNECTION DOUBLE BELLOWS SINGLE BELLOWS POINT (METAL BRAIDED) CONNECTION CONNECTION PIPING SYSTEMS S CHILLED WATER S CONDENSER WATER S CONDENSATE DRAIN 5 FUEL OIL S FUEL OIL VENT S HEATING HOT WATER HEAT RECOVERY WATER NON -POTABLE WATER MECHANICAL RELIEF VENT NATURAL GAS - LOW PRESSURE NATURAL GAS - MEDIUM PRESSURE NATURAL GAS - HIGH PRESSURE REFRIGERANT LIQUID LINE REFRIGERANT SUCTION LINE PIPE FI17INGS S 5 TEE UP TEE DOWN X WYE / DOUBLE WYE (SAN TEE/WYE) 900 ELBOW 450 ELBOW CROSS TEE ELBOW DOWN ELBOW UP DUCTWORK SYMBOLS AND FITTINGS ROUND SUPPLY DUCT UP ROUND SUPPLY DUCT DN ROUND RETURN DUCT UP 10 ROUND RETURN DUCT DN ROUND EXHAUST DUCT UP 'N ROUND EXHAUST DUCT DN RECTANGULAR SUPPLY DUCT UP RECTANGULAR SUPPLY DUCT DN RECTANGULAR RETURN DUCT UP RECTANGULAR RETURN DUCT DN RECTANGULAR EXHAUST DUCT UP RECTANGULAR EXHAUST DUCT DN FLAT OVAL SUPPLY DUCT UP FLAT OVAL SUPPLY DUCT DN FLAT OVAL RETURN DUCT UP FLAT OVAL RETURN DUCT DN FLAT OVAL EXHAUST DUCT UP FLAT OVAL EXHAUST DUCT DN �/Y 240 24" ROUND ID SHEET METAL DUCT 24x24 24"x24" ID RECTANGULAR SHEET METAL DUCT 28X12 /SL 28"x12" ID RECTANGULAR SHEET METAL DUCT WITH I" SOUND LINING (OD OF DUCT IS 18"XI411) --- 28"x12" ID RECTANGULAR SHEET METAL DUCT WITH SL I 28XI2 /2" 2" SOUND LINING (OD OF DUCT IS 32"X16") I 1�x12/Dp INDICATES 12" x 12" I.D. DUCTBOARD 24x24/W 24"x24" ID RECTANGULAR SHEET METAL DUCT WITH 120 120 1" WRAP (OD OF DUCT WITH WRAP IS 26"x26") FLEXIBLE ROUND DUCT lv� 38x24/OV FLAT OVAL DUCT: MAJOR AXIS=38" & MINOR AXIS=24" H SPIN -IN TAKE -OFF & VOLUME DAMPER WITH RIGID ROUND FIBERGLASS DUCT TURNING VANES HVAC AND DUCTWORK ACCESSORIES SUPPLY AIR AIRFLOW DIRECTION RETURN AIR AIRFLOW DIRECTION EXHAUST AIR AIRFLOW DIRECTION TA TRANSFER AIR AIRFLOW DIRECTION OUTSIDE AIR AIRFLOW DIRECTION * — ------ 30. F51 11 ------ 31. go- Fo_ I I VOL-mor-mv 4-WAY DIFFUSER THROW ARROWS 2-WAY DIFFUSER THROW ARROWS I -WAY DIFFUSER THROW ARROWS 2-WAY LINEAR DIFFUSER THROW ARROWS DOWNWARD THROW LINEAR DIFFUSER THROW ARROWS CONTROLS INSTRUMENTATION LEGEND (D-," / THERMOSTAT TEMP SENSOR (BMS) HUMIDITY SENSOR NITROGEN DIOXIDE SENSOR (9 CARBON DIOXIDE SENSOR (�D CARBON MONOXIDE SENSOR CD TEMP/HUMIDITY SENSOR (ED TEMP/HUMIDITY/CARBON DIOXIDE SENSOR 17E71 VISUAL ALARM LIGHT SWITCH SPEED CONTROLLER EMERGENCY SHUTDOWN SWITCH MISCELLANEOUS HVAC SYMBOLS POINT OF CONNECTION PIPE BREAK MARK DUCT BREAK MARK FINDICATES AIRFLOW DIRECTION SUSPENDED CEILING FAN (SEE FAN SCHEDULE) F __1 SLAB OPENING SEE ARCHITECTURAL DRAWINGS FOR L _J SIZE/LOCATION. 17!r� METAL GRATE Ll.......... SEE ARCHITECTURAL DRAWINGS FOR SIZE/LOCATION. INLINE FAN (SEE FAN SCHEDULE) END CAP /d ACCESS PANEL 24"x24" UNLESS OTHERWISE NOTED ON DRAWINGS. BY OTHERS. INTAKE/EXHAUST LOUVER (SEE ARCHITECTURAL DRAWINGS) ELECTRIC HEATER (SEE ELECTRIC HEATER SCHEDULE) CEILING EXHAUST FAN (SEE FAN SCHEDULE) PUMP (SEE PUMP SCHEDULE) F_ __1 I I EQUIPMENT CLEARANCE h7dim (NOTED BY DASHED LINE) X% SLOPE SYMBOL FC FLEXIBLE EQUIPMENT/DUCTWORK CONNECTION MANUAL VOLUME DAMPER MANUAL VOLUME DAMPER CABLE OPERATED VOLUME DAMPER (OPERATOR ACCESSED AT DIFFUSER FACE UNO) MOTORIZED DAMPER AIRFLOW MONITOR BACKDRAFT DAMPER COUNTER -BALANCED BACKDRAFT DAMPER GREENHECK MODEL EM-10 (HORIZ.)/EM-30 (VERT.) WITH APC OR EQUAL BACKDRAFT DAMPER RUSKIN MODEL BD2/A1, LOCAL VELOCITY < 1500 FPM BACKDRAFT DAMPER RUSKIN MODEL BD2/A2, LOCAL VELOCITY < 2500 FPM BACKDRAFT DAMPER RUSKIN MODEL BD6, LOCAL VELOCITY < 3500 FPM VERTICAL FIRE DAMPER (1-1/2 HOUR) IN AIRSTREAM RUSKIN MODEL DIB2 STYLE A; GREENHECK MODEL DFD-150 HORIZONTAL FIRE DAMPER (1-1/2 HOUR) IN AIRSTREAM RUSKIN MODEL DIB2 STYLE A; GREENHECK MODEL DFD-150 R VERTICAL FIRE DAMPER (3 HOUR) IN AIRSTREAM RUSKIN MODEL DIB23 STYLE A; GREENHECK MODEL DFD-350 R HORIZONTAL FIRE DAMPER (3 HOUR) IN AIRSTREAM RUSKIN MODEL DIB23 STYLE A; GREENHECK MODEL DFD-350 SMOKE DAMPER HORIZONTAL COMBINATION SMOKE AND FIRE DAMPER VERTICAL COMBINATION SMOKE AND FIRE DAMPER DUCT HEATER PROJECT LOCATION WESTGATE EDMONDS 10032 EDMONDS WAY EDMONDS, WA, 98020 LOCATION SITE MAP SCALE: NOT TO SCALE MECHA NICA L DRA WING INDEX !mq_ ]IFE SHEET NUMBER SHEET TITLE SHEET SCALE SD SET 3/8/2017 M000 MECHANICAL LEGENDS & ABBREVIATIONS NTS x molo MECHANICAL NOTES & SPECIFICATIONS NTS x M050 MECHANICAL SCHEDULES NTS x M200 MECHANICAL PLAN - PARKING LEVEL 1/8" = V-0" x M201 MECHANICAL PLAN - LEVEL 1 1/8" = 1'-0" x M202 MECHANICAL PLAN - LEVEL 2 1/8" = V-0" x M203 MECHANICAL PLAN - LEVEL 3 1/8" = V-0" x M204 MECHANICAL PLAN - LEVEL 4 1/8" = V-0" x M205 MECHANICAL PLAN - ROOF PLAN 1/8" = V-0" x M500 MECHANICAL DETAILS NTS x stud' 1 OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S WA USA 98101 206 587 3797 1,111] 2065870588 11 Ll U. [Jid 11EU FI EUDI Adook Mr's R u Sill I N Engineering- Essentials -Delivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 CLIENT/OWNER I 10032 EDMONDS WAY EDMONDS, WA, 98020 TITLE STAMP - "wo PROJECT NUMBER 15311 APPROVAL BY: DRAWN BY: ALlimir CHECKED StUdl OMENG STRAZZARA WHOLE HOUSE & CORRIDOR VENTILATION CRITERIA 2015 WSMC CRITERIA Unit AREA (SF) REQUIRED VENT CFM REQUIRED TRICKLE VENT AREA NUMBER OF BEDROOMS CODE CRITERIA VENTILATION - TABLE 403.8.1 (CFM) Studio 450 30 12 1 30 Urban I Bedroom 500 45 18 1 1 45 1 1 Bedroom 600 45 18 1 45 2 Bedroom 750 55 22 2 55 Remarks: 1. VENTILATION RATES WERE OBTAINED FROM 2015 WSMC TABLE 403.8.1 FOR CONTINUOUSLY OPERATING SYSTEMS 2. EC SHALL SET MINIMUM AIRFLOW SETTING FOR EACH WHOLE HOUSE EXHAUST FAN IN ACCORDANCE WITH THE AIRFLOW RATES ABOVE GRILLE, REGISTER AND DIFFUSER SCHEDULE SYMBOL TAG DESCRIPTION BASIS OF DESIGN SUPPLY/ TYPE FINISH MATERIAL REMARKS MODEL RETURN / EXHAUST/ TRANSFER CONTINUOUS TITUS FLOWBAR FL-XX-HT SUPPLY WALL OR CEILING WHITE STEEL LS-#SL-W(IN)-ACTIVE L(FT)-TOTAL L(FT)-(X)X"DIA LINEAR SLOT BORDER TYPE ?? CFM DIFFUSER SLOT QTY - LENGTH (FT) - INLET"O LINEAR SLOT KEES MODEL K-100 SUPPLY LAY -IN CEILING WHITE STEEL - SLOT WIDTH = I" CFM DIFFUSER BORDER TYPE I - 1/2" INSULATED PLENUM SLOT QTY - LENGTH (FT) - INLET"O/P LINEAR SLOT KEES MODEL K-100 SUPPLY GWB CEILING WHITE STEEL - SLOT WIDTH = I" CFM DIFFUSER BORDER TYPE 12 - 1/2" INSULATED PLENUM PLASTER FRAME X"xX" CD CEILING DIFFUSER TITUS MCD SUPPLY LAY -IN CEILING WHITE STEEL USE SHEETMETAL CAN W/ PERF DIVIDER CFM BORDER TYPE 3 X"xX" CD/P CEILING DIFFUSER TITUS MCD SUPPLY GWB CEILING WHITE STEEL USE SHEETMETAL CAN W/ PERF DIVIDER CFM PLASTER MOUNTING BORDER TYPE 6 SSG SIDEWALL TITUS 272RL SUPPLY WALL OR DUCT WHITE STEEL DOUBLE DEFLECTION, STEEL SUPPLY GRILLE BORDER TYPE 1 3/4" BLADE SPACING LONG BLADES IN FRONT RAG RETURN AIR GRILLE TITUS MODEL 50F RETURN LAY -IN CEILING WHITE ALUMINUM ALUMINUM EGGCRATE zEG EXHAUST GRILLE EXHAUST 1/2" x 1/2" x 1/2" CORE TG TRANSFER GRILLE TRANSFER 12"x24" & 24"x24" ONLY SRG SIDEWALL RETURN TITUS MODEL 350RL RETURN WALL OR DUCT WHITE STEEL 350 FIXED DEFLECTION BLADE GRILLE BORDER TYPE 1 3/4" BLADE SPACING RA RAG/EC/P RAG,EG,TG TITUS 50F RETURN GWB CEILING WHITE ALUMINUM ALUMINUM EGGCRATE piEG/EC/P EGGCRATE BORDER TYPE 1 EXHAUST 1/2" x 1/2" x 1/2" CORE TG/EC/P PLASTER FRAME TRANSFER RAG/P RAG,EG,TG TITUS 35ORL RETURN GWB CEILING WHITE STEEL 350 FIXED DEFLECTION BLADE EA EG/P FIXED BLADE BORDER TYPE 1 EXHAUST 3/4" BLADE SPACING TG/P PLASTER FRAME TRANSFER RAG/AL/P RAG,EG,TG TITUS 350FL RETURN GWB CEILING WHITE ALUMINUM 350 FIXED DEFLECTION BLADE EG/AL/P ALUMINUM BORDER TYPE 1 EXHAUST 3/4" BLADE SPACING �A TG/AL/P FIXED BLADE TRANSFER PLASTER FRAME SSR SSG W/ OBD SEE SSG SUPPLY GWB OR WHITE 410— SRR SRG W/ OBD SEE SRG RETURN LAY -IN CEILING RA RAR OR RAR/P RAG OR RAG/P W/ OBD SEE RAG OR RAG/P RETURN ER OR ER/P EG OR EG/P W/OBD SEE EG OR EG/P EXHAUST REMARKS: 1: SEISMIC BRACING OF DIFFUSER AND DIFFUSER CAN IS BY MC PER IBC AND ASCE REQUIREMENTS. 2: SEE DETAILS FOR STANDARD DIFFUSER CONFIGURATION. 3: CONTRACTOR'S RESPONSIBILITY TO VERIFY T-BAR STYLE AND LAYOUT. 4: ALL ALUMINUM CONSTRUCTION TO BE USED IN SHOWER ROOMS AND POOL AREAS. 5: DIFFUSER CAN SHALL NOT BE DUCT BOARD CONSTRUCTION. 6: RUN OUT SIZE SHALL EQUAL NECK SIZE UNLESS OTHERWISE INDICATED ON PLAN VIEW DRAWINGS. 7: ALL CUSTOM COLORS ARE FIELD PAINTED BY OTHERS. 8: FOR GRILLES ON EXPOSED, UNPAINTED DUCT, FINISH AS INDICATED UNLESS OTHERWISE SPECIFIED BY ARCHITECT. 9: AIRFLOW ON PLANS SUPERSEDE SCHEDULE. 10: CV = CONSTANT VOLUME SYSTEMS, VAV = VARIABLE AIR VOLUME SYSTEMS. 11: CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL DIFFUSER THROWS. 12: FOR EXPOSED DUCTWORK WITH SUPPLY/EXHAUST GRILLES, DUCT TAKEOFFS TO BE GRILLE SIZE PLUS 2" MINIMUM TO MATCH GRILLE FRAME. FRIA FX reff-I F11/461,141 F, 70T."TT-1 r#1814ILV1,1141 HVAC SCHEDULE SYMBOL TAG DESCRIPTION MANUFACTURER (REMARK1) MODEL (REMARK 1) REMARKS DUCT FLEX CONNECTION DURO DYNE DDFDC NEOPRENE - GENERAL PURPOSE DURO DYNE DDFDC DUROLON/HYPALON - FOR OUTDOOR USE ELGEN NOTCH LOCK -SUPER HIGH TEMP GREASE EXHAUST —r—r MANUAL VOLUME DAMPER LINED DUCTWORK ROSSI TWISTKNOB FLAT USE ONLY ROSSI BEARINGS; REMARK 3 WRAPPED DUCTWORK ROSSI TWISTKNOB 1.5" STANDOFF USE ONLY ROSSI BEARINGS; REMARK 3 OM COD REMOTELY OPERATED VOLUME DAMPER LOW VELOCITY ROUND DAMPER YOUNG REGULATOR 270-301 WITH ROUND DAMPER 5020-CC AND BOWDEN CONTROL MECHANISM (50' MAX CABLE LENGTH) REMARK 2 LOW VELOCITY ROUND DAMPER MAT RT-150 SERIES 111 WITH REMOTE CABLE MECHANICAL OPERATOR (12' MAX CABLE LENGTH) REMARK 2 LOW VELOCITY RECTANGULAR DAMPER YOUNG REGULATOR 270-301 WITH RECTANGULAR DAMPER 830A-CC AND BOWDEN CONTROL MECHANISM (50' MAX CABLE LENGTH) REMARK 2 LOW VELOCITY RECTANGULAR DAMPER MAT RT-100 SERIES 111 ITH REMOTE CABLE MECHANICAL OPERATOR (12' MAX CABLE LENGTH) REMARK 2 CAR CONSTANT AIRFLOW REGULATOR ROUND DUCT T AMERICAN ALDES CAR -II SUPPLY & EXHAUST - SEE GRD SCHEDULE IREMARK 4 CAR CONSTANT AIRFLOW REGULATOR SQUARE DUCT AMERICAN ALDES CAR -SS -II SUPPLY; ORIFICE SIZED FOR FLOW - SEE GRD SCHEDULE REMARK 4 SQUARE DUCT AMERICAN ALDES CAR -SE -II EXHAUST; ORIFICE SIZED FOR FLOW - SEE GRD SCHEDULE REMARK 4 MD- MOTORIZED DAMPER NON -AIRFOIL, VELOCITY < 1500 FPM GREENHECK VCD-23 SEE EQUIPMENT SCHEDULES, AT BLDG ENV CLASS I REQ'D NON -AIRFOIL, VELOCITY < 1500 FPM RUSKIN CD36 SEE EQUIPMENT SCHEDULES, AT BLDG ENV CLASS I REQ'D AIRFOIL, VELOCITY > 1500 FPM GREENHECK VCD-33 SEE EQUIPMENT SCHEDULES, AT BLDG ENV CLASS I REQ'D AIRFOIL, VELOCITY > 1500 FPM RUSKIN CD60 SEE EQUIPMENT SCHEDULES, AT BLDG ENV CLASS I REQ'D AM- AIRFLOW MONITOR DUCT MOUNTED EBTRON = - - FSEE EQUIPMENT SCHEDULES FAN INLET BY AHU MANUF. SEE EQUIPMENT SCHEDULES -t--tBDD BDD BACKDRAFT DAMPER VELOCITY < 2500 FPM GREENHECK ES-30 VELOCITY < 2500 FPM RUSKIN BD2 - A2 RESIDENTIAL EXHAUST APPLICATION FAMCO BD CB-BDD CB-BDD COUNTER BALANCED-BACKDRAFT DAMPER COUNTER -BALANCED (VERTICAL) GREENHECK EM-30 WITH COUNTERWEIGHTS COUNTER -BALANCED (HORIZONTAL) GREENHECK EM-10 WITH COUNTERWEIGHTS SMOKE DETECTOR BY EC BY EC F�ROVIDED BY EC. INSTALL PER SBC, SMC, AND NFPA 72. FD- FIRE DAMPER VERTICAL (1.5 HOUR) IN AIRSTREAM GREENHECK DFD-150 - STYLE A RUSKIN DIBD2 - STYLE A 77w FD- FIRE DAMPER HORIZONTAL (1.5 HOUR) IN AIRSTREAM ---T—DFD-150 GREENHECK - STYLE ATMUST BE INSTALLED IN CONCRETE SLAB OPENING RUSKIN DIBD2 - STYLE A 3 HR FD- FIRE DAMPER VERTICAL (3 HOUR) IN AIRSTREAM GREENHECK DFD-350 - STYLE A RUSKIN DIBD23 - STYLE A 3 H R FD- FIRE DAMPER HORIZONTAL (3 HOUR) IN AIRSTREAM GREENHECK _F DFD-350 - STYLE A MUST BE INSTALLED IN CONCRETE SLAB OPENING RUSKIN I DIBD23 - STYLE A 44>44 SD- SMOKE DAMPER GREENHE�� SMD-202 SEE EQUIPMENT SCHEDULES RUSKIN I SD36 xS)B-4-- FSD- COMBINATION FIRE SMOKE DAMPER VERTICAL ___T_ GREENHECK FSD-212 7—SEE EQUIPMENT SCHEDULES RUSKIN FSD36 FSD- COMBINATION FIRE SMOKE DAMPER HORIZONTAL GREENHECK FSD-212 SEE EQUIPMENT SCHEDULES RUSKIN FSD36 MUST BE INSTALLED IN CONCRETE SLAB OPENING FSD- COMBINATION FIRE SMOKE DAMPER OUT OF WALL GREENHECK OFSD-212 SEE EQUIPMENT SCHEDULES RUSKIN FSD36FA EDH- ELECTRIC DUCT HEATER _T_ WARREN ___T FSEE EQUIPMENT SCHEDULES I I I I REMARKS: 1) MANUFACTURERS AND MODELS LISTED ARE THE BASIS OF DESIGN AND USED UNLESS SPECIFIED OTHERWISE IN THE EQUIPMENT SCHEDULE. 2) CONCEALED REGULATOR LOCATION TO BE COORDINATED WITH ARCHITECT. REFER TO PLANS FOR LOCATIONS. 3) HAND -HOLE OR CEILING ACCESS PANELS TO BE COORDINATED WITH ARCHITECT IN HARDLID CEILING APPLICATIONS. 4) CEILING ACCESS PANELS TO BE COORDINATED WITH ARCHITECT IN HARDLID CEILING APPLICATIONS. ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S WA USA 98101 11 Ll U. ll,d IIEU [I EUDI 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 Simi CLIENT/OWNER I 1111'estgatel"illage LLC M v TIM 10032 EDMONDS WAY EDMONDS, WA, 98020 TITLE I STAMP � x4l - IkWw � M; �M a a - "we 15311 � ISSUED FOR: PRE -APPLICATION SUBMITTAL 8112/16 I&I"ALItilm 1 1110 1 111 D 11111111 q'ill! NJ Pill 11, DRAWN BY: Aal:Eir CHECKED ARWE 11/22/16 03/17/17 06/20/17 SHEET CONTENTS I SHEET NUMBER I StUdl OMENG ISOLATION & TIEDOWN SCHEDULE - EQUIPMENT, PIPING, & DUCTWORK SEISMIC EXTERNAL FLEX FLEX LEVELING SUPPORT TIEDOWN TA G# EQUIPMENT TYPE GENERIC EQUIPMENT TYPE MOUNTING EXTERNAL ISOLATION TYPE ISOLATION CONNECTION CONNECTION CURB STANCHION CALCULAT70AS REMARKS DESCRIPTION L OCA TION BY REQUIRED BY (REMARK 9) (REMARKB) BY(REMARAS 1,2,3,4) PACKAGED ROOFTOP UNrTS AC-R-1 ROOF TOP UNIT CORRIDOR PRESSURIZATION ROOF 2" SPRING CURB MOUNTED BASE BY MC YES BY MC BY GC NA BY MC 1,2,3,4,5,7 CU-R-1, CU-R-2 CONDENSING UNIT HEAT PUMP CONDENSING UNIT - ROOF ROOF 3' DOUBLE DEFLECTION ELASTOMERIC BY MC YES BY MC NA NA BY MC 1,2,3,4,5 MOUNTED HANGER SPLITSYSTEM CONDENSING UNITSAND FAN COILS CU_X_X CONDENSING UNIT HEAT PUMP CONDENSING UNIT - WALL FLOOR .3 "DOUBLE DEFLECTION ELASTOMERIC BY MC YES BY MC NA NA BY MC 1,2,3,4,5 MOUNTED MOUNTS FCU-X-X DUCTED FAN COIL UNITS SPLIT SYSTEM HEAT PUMP FAN COILS SEE PLANS .3" DOUBLE DEFLECTION ELASTOMERIC BY MC YES BY MC NA NA BY MC 1,2,3,4,5 HANGER FCU-X-X DUCTLESS FAN COIL UNIT SPLIT SYSTEM HEAT PUMP FAN COILS SEE PLANS .75" WAFFLE PAD BY MC YES BY MC NA NA BY MC 1,2,3,4,5 FCU-X-X ELEVATOR MACHINE ROOM WALL SPLIT SYSTEM HEAT PUMP FAN COILS SEE PLANS NONE BY MC YES BY MC NA NA BY MC 1,2,3,4,5 MOUNT FAN COIL FA NS FN-PO-X GARAGE FANS HUNG - FROM SHAFT WALL SEE PLANS 2" SPRING HANGER BY MC NO N/A NA NA BY MC 1,2,3,4,5 FN-X-X STORAGE MOTOR = 0.33 HP OR SMALLER, SEE PLANS .3" DOUBLE DEFLECTION BY MC YES BY MC NA NA BY MC 1,2,3,4,5 CEILING FANS NOT INCLUDED ELASTOMETERIC MOUNTS FN-X-X RESTROOM EXHAUST 20OW OR SMALLER SEE PLANS .3" DOUBLE DEFLECTION NA NO NA NA NA BY MC 1,2,3,4,5 ELASTOMETERIC MOUNTS FN-PI-6 BOILER ROOM MOTOR = 0.5 HP OR LARGER SEE PLANS .3" DOUBLE DEFLECTION BY MC YES BY MC NA NA BY MC 1,2,3,4,5 ELASTOMETERIC MOUNTS FN-R9-2,3, FN-R-4 TRASH EXHAUST FAN UTILITY SET EXHAUST FAN ROOF 2" CONSTRAINED SPRING AND BY MC YES BY MC BY GC NA BY MC 1,2,3,4,5,9 ELASTOMERIC MOUNT DUCTWORKAND PIPING DUCTWORK DUCTWORK - HUNG ALL SIZES HUNG NA NA NA NA NA NA BY MC 1,2,3,4,5 DUCTWORK DUCTWORK - FLOOR ALL SIZES FLOOR/ROOF NA NA NA NA NA BY MC BY MC 1,2,3,4,5,8 REMARKS: 1: SEE INDIVIDUAL EQUIPMENT SCHEDULES FOR UNIT SIZE AND WEIGHT. SEE MECHANICAL PLANVIEW DRAWINGS FOR EQUIPMENT LOCATIONS. 2: PROVIDE WASHINGTON STATE STAMPED SEISMIC TIEDOWN CALCULATIONS PER 2012 INTERNATIONAL BUILDING AND MECHANICAL CODES WITH SEATTLE AMENDMENTS AND SEATTLE DIRECTORS RULE 29-2005. REFER TO THE STRUCTURAL DRAWINGS FOR SEISMIC DESIGN CATEGORY, SITE CLASS, AND OCCUPANCY CATEGORY. ALL EQUIPMENT TO BE ATTACHED PERECTED PER ASCE 7 AS REFERENCED BY SBC. 3: LIFE SAFETY COMPONENTS (PRESSURIZATION FANS, CORRIDOR EXHAUST) REQUIRE AN IMPORTANCE (Ip) FACTOR = 1.5 FOR SEISMIC CALCULATIONS. OTHERWISE Ip = 1.0. 4: MC TO VERIFY WITH FIELD DETAILER AND/OR INSTALLER INSTALLATION DETAIL (TO VERIFY UNIT ATTACHMENT TYPE TO STRUCTURE) PRIOR TO ISOLATION VENDOR PERFORMING SEISMIC TIEDOWN CALCULATIONS AND PRIOR TO SEISMIC TIEDOWN PACKAGE BEING SUBMITTED FOR TEAM REVIEW. ALL TIEDOWN LOCATIONS AND DETAILS TO BE SUBMITTED TO AND APPROVED BY THE PROJECT STRUCTURAL ENGINEER. MC SHALL CONTRACT WITH THE STRUCTURAL ENGINEER FOR THIS SUPPORT WORK. 5: BASIS OF DESIGN FOR ISOLATOR PRODUCTS (MC MAY PROPOSE ON ALTERNATE MANUFACTURERS FOR TEAM REVIEW). ALL SPRINGS TO BE SEISMICALLY RESTRAINED: A: NEOPRENE - PAD MOUNT - MASON M/N SUPER W (WITH STEEL PLATE IF REQUIRED TO DISTRIBUTE LOAD) WITH MASON M/N HG BOLT ISOLATOR WASHER BUSHING B: NEOPRENE - FLOOR MOUNT - MASON M/N BR WITH MINIMUM 0.15" STATIC DEFLECTION C: NEOPRENE - HANGER - MASON MASON M/N HD OR EQUIVALENT THAT SATISFIES MANUFACTURERS REQUIREMENTS AND ACOUSTICAL CONSULTANT RECOMMENDATIONS. RESTRAINT CABLES TO BE PROVIDED AS REQUIRED PER SBC AND ASCE 7 D: SPRING ISOLATOR - FLOOR MOUNTED - MASON M/N SLR OR SSLFH E: SPRING ISOLATOR - HANGER - MASON M/N 30N WITH MASON M/N SSB SEISMIC RESTRAINT CABLE F: PUMP INERTIA BASE WITH 2" SPRING - MASON M/N BMK (INERTIA BASE WEIGHT TO BE APPROXIMATELY TWO TIME THE EQUIPMENT WEIGHT) G: NEOPRENE PIPE FLEXIBLE CONNECTIONS - SINGLE BELLOW - MASON MIN SFE] (2" AND LARGER) OR MASON M/N SFU (AT 3/4" TO 2") H: NEOPRENE PIPE FLEXIBLE CONNECTIONS - DOUBLE BELLOW - MASON MIN SFED] 1: BRAIDED STAINLESS STEEL HOSE - MASON MIN MN 3: FAN INERTIA BASE (6" MIN. CONCRETE THICKNESS) WITH 2" SPRING - MASON M/N BMK (INERTIA BASE WEIGHT TO BE APPROXIMATELY ONE TIMES THE EQUIPMENT WEIGHT) K: NEOPRENE STRIP 6: UNIT TO SET ON 3-1/2" HIGH CONCRETE LEVELING PAD, LEVELING PAD TO BE STRUCTURALLY ATTACHED TO BUILDING CONCRETE SLAB BY OTHERS. Live (411416104.114101W.11 *-YARI �lj 7: UNIT TO SET ON 2" MINIMUM SPRING ROOF CURB PROVIDED & INSTALLED BY MC. MC SHALL STRUCTURALLY AND SEISMICALLY ATTACHED SPRING CURB TO LEVELING CURB AND UNIT TO SPRING CURB. GC SHALL PROVIDE AND INSTALL LEVELING CURB. 8: DUCTWORK AND PIPING TO SET ON PIPE SUPPORT STANCHIONS PROVIDED AND INSTALLED BY MC. MC TO COORDINATE STANCHION LOCATIONS IN FIELD SHOP DRAWINGS. 9: UNIT TO SET ON PIPE SUPPORT STANCHIONS PROVIDED AND INSTALLED BY MC. MC TO COORDINATE STANCHION LOCATIONS IN FIELD SHOP DRAWINGS. SEISMIC SPRING ISOLATION TO BE WELDED TO TOP OF STANCHION BY MC. HVAC DUCT MATERIALS SPECIFICATION MATRIX DUCT SYSTEM OR SMA CNA PRESSURE CLASS MA TERIA L S FITTINGS INSULA TION REMARKS SECTION ROOFTOP PA CKA GE HEA T PUMPS A NO A CUS SUPPLY DUCTWORK SMACNA +2" PRESSURE UPSTREAM OF FIRST FSD 2" SOUND LINED GALVANIZED DUCT OUTDOORS (R-8 INSTALLED) CENTERLINE RADIUS OF 1�0 SEE MATERIALS WHERE OUTDOORS, COAT THREE SIDES (CORRIDORS) SMACNA +1" PRESSURE IN SHAFT UNLINED GALVANIZED DUCT. SOUND TRAP AT DIAMETER OR MITERED 90S WITH COLUMN WITH RCD CORP. #15 WEATHER BARRIER SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, BRANCH CONNECTIONS VANES COATING ROOF. ROOFTOP PA C164 GE HEA T PUMPS A NO A CVS INDOORS: I" LINED GALVANIZED DUCT SMACNA +1" PRESSURE OUTDOORS: 2" LINED GALVANIZED DUCT CENTERLINE RADIUS OF 1.0 WHERE OUTDOORS, COAT THREE SIDES SUPPLY & RETURN SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, BRANCH CONNECTIONS OUTDOORS DIAMETER OR MITERED 90S WITH 2" LINED WITH RCD CORP. #15 WEATHER BARRIER OVAL AND SPIRAL LOCK SEAMS DO NOT REQUIRE SEALING FLEX: 8'MAX LENGTH, THERMAFLEX GKM OR VANES, SPIN -IN BRANCHES OK. COATING I I APPROVED EQUAL. TRANSFER DUCTWORK TRANSFER DUCTS SMACNA +1/2" PRESSURE CLASS I I" LINED GALVANIZED DUCT I DIFFUSERS TO PLENUM OUTSIDE ArR DUCTWORK HVAC OA INTAKE LOUVER SMACNA -I" PRESSURE R-8 (INSTALLED) CAN/PLENUMS UPSTREAM SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL UNLINED GALVANIZED DUCT. 1.0 DIAMETER CENTERLINE RADIUS INSULATION (APPROX OF MOTORIZED DAMPER SEAMS, BRANCH CONNECTIONS, ETC. OR MITERED 90s WITH VANES 3", 0.75LB/CF) OVAL AND SPRIRAL LOCK SEAMS DO NOT REQUIRE SEALING, TRANSFORMER EXHAUST DUCTWORK WHERE OUTDOORS, COAT THREE SIDES SMACNA +1" PRESSURE GALVANIZED DUCT CENTERLINE RADIUS OF 1.0 W1 I H KCD CUIRP. T 15 WEATRER-BA= COATING. TRANSFORMER DUCTWORK SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, BRANCH CONNECTIONS UNDUCTED CONCRETE PLENUM WHERE SHOWN DIAMETER OR MITERED 90S WITH NA USE SINGLE WIDTH VANES EXTENDED VANES TRATI ING EDGE WHEN RACK In AArk/ n/ H VA C SUPPL Y, L 0 W PRESSURE ELBOWS ARE USED. EQUIPMENT OUTLET TO - SMACNA +1" PRESSURE - I" LINED GALVANIZED DUCT CENTERLINE RADIUS OF 1.0 1" OWENS CORNING DIFFUSER - SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, BRANCH CONNECTIONS, ETC. OVAL AND - FLEX: 8' MAX. LENGTH, THERMAFLEX GKM OR DIAMETER OR MITERED 90s WITH QUIETR OR EQUAL SPRIRAL LOCK SEAMS DO NOT REQUIRE SEALING. EQUAL. VANES. SPIN -IN BRANCHES OK GA R4 GE EXHA US T A ND IN TA RE DUC TWORK GARAGE EXHAUST AND SMACNA +1" PRESSURE CENTERLINE RADIUS OF 1.0 GC TO PROVIDE FOIL FACED OR EPDXY INTAKE DUCTWORK SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, BRANCH CONNECTIONS GALVANIZED DUCT DIAMETER OR MITERED 90S WITH NA COATED SHAFT PER 2009 SMC CH 6. VANES GENERAL EXHAUSTSYSTEMS SMACNA -1" PRESSURE UNLINED GALVANIZED DUCT GENERAL EXHAUST SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, BRANCH CONNECTIONS FLEX: 4'MAX LENGTH, THERMAFLEX S-LP-10 OR MITERED 90S WITH VANES, SPIN -IN NA DUCTWORK OVAL AND SPIRAL LOCK SEAMS DO NOT REQUIRE SEALING APPROVED EQUAL, BRANCHES OK. LISTED CLASS I AIR CONNECTOR UL 181 LISTED RESIDENCE EXHA US T SMACNA -1/2- PRESSURE IN CEILING: UNLINED GALVANIZED DUCT FAMCO BUTTERFLY DAMPER (OR RESIDENCE BATHROOM SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, BRANCH CONNECTIONS FLEX: 12" MAX LENGTH, THERMAFLEX S-LP-10 NONE EQUIVALENT) AT EXTERIOR WITH EXHAUST EXPOSED: OR APPROVED EQUAL. 26 GA. ADJUSTABLE ELBOWS. SCREEN. EXTERIOR VENT HOOD BY SEAL ALL TRANSVERSE JOINTS, DUCT SEALER SHALL NOT BE VISIBLE ON DUCT EXTERIOR LISTED CLASS I AIR CONNECTOR UL 181 LISTED OTHERS. 26 GA. ADJUSTABLE ELBOWS. SMACNA -1" PRESSURE ADDITIONAL LONG RADIUS ELS IN CEILING: REQUIRED PER DRYER DUCT LENGTH FAMCO BUTTERFLY DAMPER (OR DRYER VENT SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, BRANCH CONNECTIONS UNLINED GALV SNAPLOCK DUCT, NO FLEX SCHEDULE: NONE EQUIVALENT) AT EXTERIOR, NO SCREEN EXPOSED: STAMPED ELBOWS, CENTERLINE ALLOWED AT DRYER TERMINATION. SEAL ALL TRANSVERSE JOINTS, DUCT SEALER SHALL NOT BE VISIBLE ON DUCT EXTERIOR RADIUS, R/D = 1.5 EXTERIOR VENT HOOD BY OTHERS. ASSUME 1 LONG RADIUS ELBOW PER RESIDENCE FOR SD PRICING PURPOSES SMACNA -1" PRESSURE IN CEILING: FAMCO BUTTERFLY DAMPER (OR RESIDENCE RANGE HOOD SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, BRANCH CONNECTIONS NONE EQUIVALENT) AT EXTERIOR WITH EXHUAST EXPOSED: UNLINED SNAPLOCK DUCT, NO FLEX 26 GA. ADJUSTABLE ELBOWS. SCREEN. EXTERIOR VENT HODD BY SEAL ALL TRANSVERSE JOINTS, DUCT SEALER SHALL NOT BE VISIBLE ON DUCT EX7ERIOR OTHERS. I REMARKS: 1: ALL DUCT WORK TO BE CONSTRUCTED TO SMACNA SEAL CLASS A STANDARDS: ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS AND DUCT WALL PENETRATIONS TO BE SEALED. 2: ALL DIMENSIONS SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S WA USA 98101 11 Ll Ll. [lid 111U [I 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 Simi I o lei w CLIENT/OWNER I linlestgatel"illage LLC MEN 10032 EDMONDS WAY EDMONDS, WA, 98020 TITLE I STAMP I xel - I Mw � M, �M a RE % a NJ lli, I PROJECT NUMBER 15311 ISSUED FOR: DATE: I&I"ALIksm NJ Pill 11, DRAWN BY: Aal:Eir CHECKED B'CF-JIFIL-�­ MA FZ WE 8112/16 90,11111111111 03/17/17 06/20/17 SHEET CONTENTS I SHEET NUMBER I StUdl OMENG MECHANICAL EQUIPMENT COORDINATION LIST GENERAL EQUIPMENTINFORMA TrON EQUrPMENTrNFO SrZING DA TA ELECTRICAL INFORMATION REMARKS STRUCTURU DATA EQUIP. EQ. PROVIDED DESCRIP77ON AREA SERVED LOCA77ON MAKE MODEL CFM Tsp / MSH TORWI f7REMENTS PER UNrT S TA TER T_ WALL STOBY SMOKE SEE REMARKS BELOWFOR srzE waGHT NO. QTY BY BASIS BASIS GPM FTHD EA CH EA CH SHP HP kW MCA VOL TS PH DISC. MAN. MAG, VFD STAT SWITCH POWER DECT FURTHER INFORMA 71ON L H W (LBS) FANS FN-Pl-1 1 MC TRANSFER FAN BOILER ROOM LEVEL Pl GREENHECK CSP-A710-VG Soo CFM 0.25 in. 325W 120 1 EC YES 17 15 20 so FN-Pl-2 1 MC TRANSFER FAN STORAGE ROOM LEVEL Pl GREENHECK CSP-AS10-VG 300 CFM 0.25 in. 147W 120 1 EC 14 12 12 so FN-Pl-3 1 Mc EXHAUST GARAGE LEVEL Pl GREENHECK SBE-3H36 8000 CFM 0.25 in. 0.66 1 208 3 EC YES CO/NO2 SENSOR 39 39 20 350 FN-1-1 I Mc EXHAUST RESTROOMS-TBD LEVELl GREENHECK CSP-A290 200 CFM 0.25 in. 51 120 1 EC 14 12 12 so FN-1-2 I Mc TRANSFER FAN MPOE/TELECOM ROOM LEVELl GREENHECK CSP-A290 200 CFM 0.25 in. 51 120 1 EC 14 12 12 so FN-R-1 1 Mc EXHAUST FAN TRASH ROOF GREENHECK SWD-13-VG 1070 CFM 0.75 in. 0.22 1/2 120 1 EC 24/7 OPERATION 24 32 27 130 ELECTRIC HEA TERS EH-Pl-1 I Mc ELECTRIC CABINET HEATER STAIR 1 LEVEL Pl KING LPW 3 208 1 EC RECESSED MOUNT 15 22 4 30 EH-Pl-2 1 Mc ELECTRIC CABINET HEATER STAIR 2 LEVEL Pl KING LPW 3 208 1 EC RECESSED MOUNT 15 22 4 30 EH-Pl-3 1 Mc UNIT HEATER BOILER ROOM LEVEL PI KBP 2.85 208 1 EC EH-Pl-4 1 MC UNIT HEATER UTILITY ROOM LEVEL Pl -KING KING KBP 2.85 208 1 EC EH-1-1 1 Mc ELECTRIC CABINET HEATER STAIR 3 LEVELl KING LPW 3 208 1 EC RECESSED MOUNT 15 22 4 30 EH-1-2 1 MC ELECTRIC CABINET HEATER VESTIBULE -FRONT LEVELl KING LPW 3 208 1 EC SURFACE MOUNT 15 22 4 30 EH-1-3 1 MC ELECTRIC CABINET HEATER VESTIBULE -GARAGE LEVELl KING LPW 3 208 1 EC RECESSED MOUNT 15 22 4 30 EH-RET-X 3 Mc FREEZE PROTECTION RETAIL TI LEVELl KING KBP 2.85 208 1 EC ELECTRIC MAKEUP AIR UNITS EMAU-1-1 1 EC STOR. & ELEV. LOBBY VENT AIR STOR. & ELEV LOBBY LEVELl THERMOLEC TER-6 270 CFM 4.3 208 1 EC SPL.USYSTEMS I FCU-1-1 1 Mc SPLIT SYSTEM FAN COIL LOBBY LEVELl LG LHN367HV 1130 CFM INDOOR UNIT POWERED FROM OUTDOOR UNIT EC YES 21 15 43 150 CU-1-1 1 Mc HEAT PUMP LEVELl LUU367 3.0 1 1 1 1 24.5 1 208 1 1 EC 38 55 16 225 FCU-1-2 1 Mc SPLIT SYSTEM FAN COIL LEASING LEVELl LG LHN367HV 1130 CFM INDOOR UNIT POWERED FROM OUTDOOR UNIT EC YES 21 15 43 150 CU-1-2 1 Mc HEAT PUMP LEVELl LUU367 3.0 24.5 208 1 EC 38 55 16 225 ELEVA TOR MACHINE ROOM EQUIPMENT FCU-Pl-1 1 MC HEAT PUMP FAN COIL ELEVATOR MACHINERY ROOM LEVEL Pl LG LHN247HV 680 CFM INDOOR UNIT POWERED FROM OUTDOOR UNIT EC YES YES 12 15 47 so CU_Pl_l 1 MC HEAT PUMP LEVEL Pl LG LUU247 2 18.1 208 1 EC YES 14 38 38 175 COMMANDABLE FrRESNOME DAMPERS FSD-X-1 MC FIRE SMOKE DAMPER TRASH ROOM EXHAUST PER PLANS GREENHECK GFSD-212 120 1 EC FSD-X-2,3 Mc FIRE SMOKE DAMPER CORRIDOR SUPPLY PER PLANS GREENHECK GFSD-212 120 1 EC ROOFTOP UNITS RTUJ 1 Mc GAS -FIRED CORRIDOR SUPPLY UNIT RESIDENTIAL CORRIDORS ROOF GREENHECK IG-109 1000 CFM 1.00 I 60/75 1.15 1.5 9.7 208 3 EC DIS AIR I MODULATING HEAT WITH DISCHARGE AIR TEMPERATURE CONTROL 100 37 44 1000 RTU-R-2 1 Mc GAS -FIRED CORRIDOR SUPPLY UNIT RESIDENTIAL CORRIDORS ROOF GREENHECK IG-109 1000 CFM 1.00 60/75 1.15 1.5 9.7 208 3 EC DIS AIR MODULATING HEAT WITH DISCHARGE AIR TEMPERATURE CONTROL 100 37 44 1000 RTU-R-3 1 Mc LOUNGE CONDITIONING LOUNGE ROOF TRANE 4WCC3036 1000 CFM 0.40 inWG 3 16.8 208 3 EC YES 52 46 45 600 RTU-R-4 1 Mc FITNESS CONDITIONING FITNESS ROOF TRANE 4WCC3024 1000 CFM 0.40 inWG 4 22.5 208 3 EC YES 52 46 45 600 ST-R-X 1 MC RTU-R-1 SOUND ATTENUATOR CORRIDOR SUPPLY ROOF IAC 3LFL 60 24 24 RESIDEN TIA L H VA C S YS TEMS FN-RES-WH PER PLANS EC WHOLE HOUSE FAN BATHROOM SEE PLANS PANASONIC FV-05-11VKS1 CODE MIN180 CFM 0.25 in. I I 16AW I 120 1 EC I 10 8 10 I 25 FN-RES-B PER PLANS EC BATHROOM BATHROOM SEE PLANS PANASONIC FV-05-11VK1 so CFM I 0.25 in. 16AW 120 1 EC I 10 8 10 25 FN-RES-L PER PLANS EC LAUNDRY LAUNDRY ROOM SEE PLANS PANASONIC FV-08VQ5 so CFM 0.25 in. 12.7W 120 1 EC 10 8 10 25 EH-RES-L PER PLANS EC WALL HEATER LIVING ROOMS SEE PLANS KING WHF 208 1 EC EH-RES-B PER PLANS EC BASEBOARD HEATER BEDROOMS SEE PLANS KING K SERIES 208 REMA RKS [CORRESPOND TO EOUIPMEN T A BO VE B Y TIPPE-7- NOTE 1: METERING. E.C. TO PROVIDE ELECTRICAL METERING FOR COMPLIANCE WITH WSEC C409.1 HVAC EQUIPMENT DOES NOT REQUIRE METERING OF EACH POIECE OF EQUIPMENT. C409.1 REQUIRES HVAC AS AN ENED USE CATEGORY TO BE MONITORED. GENERAL ELECTRICAL COORDINA770NINFORMATION., E.C. TO PROVIDE ALL POWER WIRING AND DISCONNECTS (U.N.O.), SINGLE POINT POWER CONNECTION (U.N.O.) (THIS NOTE APPLIES TO ALL EQUIPMENT IN THE LIST ABOVE) AUTOMATIC MOTOR STARTER WITH HOA SWITCH SHALL BE PROVIDED AND INSTALLED BY E.C., COIL CIRCUIT POWERED BY E.C., COIL VOLTAGE TO BE 120V. MANUAL STARTER W/OVERLOAD PROTECTION SHALL BE PROVIDED AND INSTALLED BY E.C. E.C. TO PROVIDE (X) 120W10 POWER CIRCUITS AT EACH MECHANICAL ROOM AND EACH ROOFTOP WELL FOR THE CONTROLS CONTRACTOR. OWNER TO PROVIDE NETWORK CONNECTION IP ADDRESS FOR BMS CONTROL/MONITORING SYSTEM. ALL 120V/lo CONVENIENCE OUTLETS FOR SERVICING MECHANICAL EQUIPMENT, AS REQUIRED BY CODE (WITHIN 25'), ARE BY E.C. ELECTRICAL ROOM EXHA UST FAN NOTES. LINE VOLTAGE (120V) T-STAT SHALL BE PROVIDED BY M.C. AND INSTALLED BY E.C. VARJABLE FREQUENCYDRIVE NOTES (VFD). ALL VFD'S ARE PROVIDED BY M.C. AND FIELD MOUNTED & WIRED BY EC. UNLESS NOTED AS FACTORY PROVIDED VFD'S MAY BE PROVIDED WITH FUSED DISCONNECTS BY M.C. FOR SD MECHANICAL BUDGET THE M.C. IS TO ASSUME THAT DISCONNECTS ARE PROVIDED BY E.C. UNITSMOKE DETECTORSAND SHUTDOWN. ALL UNIT SMOKE DETECTORS ARE PROVIDED BY THE FIRE -LIFE -SAFETY CONTACTOR (E.C.) AND INSTALLED IN THE DUCTWORK BY M.C. DESIGN OF SMOKE DECTECTORS AND SHUTDOWN OF SUPPLY AIR UNITS GREATER THAN 2000 CFM IS PER SEATTLE MECHANICAL CODE. FrREISMOKEAND SMOKE DAMPERS. DESIGN OF SMOKE DETECTION SYSTEM IS BY E.C. ALL SMOKE DETECTORS PROVIDED BY E.C. INSTALLATION OF DUCT DETECTORS IS BY M.C. ALL WIRING AND FIRE LIFE SAFETY INTERLOCKS ARE BY E.C. SMOKE DETECTORS SHALL BE INSTALLED PER ALL APPLICABLE CODE REQUIREMENTS INCLUDING BUT NOT LIMITED TO THE REQUIREMENTS OF THE FOLLOWING SBC AND SMC CODE SECTIONS : SBC 716, SBC 403.3, SMC 607. ELECTRIC (UNrT OR CA BINET) HEATERS., ELECTRIC HEATERS ARE PROVIDED BY E.C. AND INSTALLED BY E.C. SIZING AND TYPE IS SPECIFIED BY M.C. MISC. POWER CIRCUITS. E.C. PROVIDE ALL 120V/10 WIRING TO 24V TRANSFORMERS PROVIDED BY C.C. DISCONNECTS AS REQUIRED ARE BY E.C. ARCHITECTURE JPLANN�NG CONSULT ING 2001 WESTERN AVE SUITE 200 S WA USA 98101 11 Ll U. ll,d 111U [I 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 Simi I o lei w CLIENT/OWNER I F Inlestgatel'illage LLC MEN 10032 EDMONDS WAY EDMONDS, WA, 98020 TITLE I STAMP I xel - I Mw � M, �M a RE % a NJ "M I PROJECT NUMBER 15311 ISSUED FOR: DATE: I&I"Milksm 1 1110 1 111 b 11111111ijill! NJ Pill 11, DRAWN BY: Aal:Eir CHECKED 8112/16 90,11111111111 03/17/17 06/20/17 SHEET CONTENTS I MEM IBM SHEET NUMBER I StUd' OMENG STRAZZARA ARCHITICTURE 'L�'NN'N' CONSULTING 2001 WESTERN AVE SUITE 200 S WA USA 98101 11 Ll U. I,IJ,,d 111LI FI EUDI 1990& RUn, IND Engineering- Essentials -Delivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 CLIENT/OWNER I F 11mlestgateTillage LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 TITLE � STAMP � FOR REFERENCE ONLY Mo ��� 15311 � ISSUED FOR: PRE -APPLICATION SUBMITTAL AD13 SUBMITTAL BLDG PERMIT SET PE2 DRAWN BY: AL]i[LEir CHECKED 8112/16 11/22/16 03/17/17 06/20/17 SHEET CONTENT; � MECHANICAL *-LAN - PARKINE] L VEL E' MECHANICAL PLAN - PARKINO LEVEL 1/811 = 1 1-011 SHEET NUMBER I Kill] I. . . . . . . . . GENERAL NOTES: . .... . ...... .. ... ............. .... . ............ . .... ............... .... ...... --- - --------- - . ..... --------- - --------- ------ I- ........ A. RETAIL SPACES TO BE FUTURE T.I. B. ONE RETAIL SPACE IS TO BE A RESTAURANT . REFER TO M502 FOR MORE DETAILS. . . ........ . . . .. ....... ... ..... ........... . . . . .. . . . . . .. . . ...... .. . . MAKEUP AIR UNIT TO BE SIZED AT 90% OF ............... . . ....... . . . . ... . ................. EXHAUST AIRFLOW RATE. MC TO 5 5 SF,IATAKE LOUVER . . .. . . .... LOUVER 4 5 SF RELIEF, -OUVIE 0, SF, INTAKE LOUVER COORDINATE ELECTRICAL REQUIREMENTS (36"X22")j GREENHE CK '2 -,,,,,;GREENHECK,, (30 -6 RE H;EC . ...... ....... .... . x22,") N 't 2�1) (32 GREENHECK, OF MAKEUP AIR UNIT. MC TO COORDINATE ­ESQ-403 1600 FM------ '1600 CFM :7 . .... . .. .. ... ...... . . ------------ ----------------- -4,03 '600, CIF ESD I .. ............. . ........... ................... ESD'403 1600 CrM SHAFT WITH ARCHITECT. . ...... .. . ....... C. TRANSFORMER IS PAD MOUNTED OUTSIDE . ... . . . . .... .. .. ...... . . .. . ....... .. . .... BUILDING. . ...... . ...... . . . ... . .... . --------------------- - ------------------- ....................... . ..... ........ . . .. --------------- . ..... ... ..... -- ----- ---- - -------------- - --- -------- - --- - --------- ....... ....... . D. LEVEL I PARKING IS CONSIDERED AN OPEN I. -------------- . ......... ... . .. . . . . ...... ...... . ... ....... .. . ... GARAGE PER IBC SECTION 406.5. . .. . . . ...... ... .. . ... .. .. . .. . .. . . . ......... . ...... .............. MECHANICAL VENTILATION NOT REQUIRED. SEE ARCHITECTURAL DRAWINGS FOR MORE ........ . ....................... INFORMATION .................................................................................................. E. SE 'E,M202 FOR RESIDENTIAL NOTES CONSULTANT TO REVIEW, PROTECTION HEAT S (TYP) IMPACT ON PROPERTY, .......... 7� IOVIDE, LINE AND P,... . ... . .... ... ... . ....... .............. NS'O .................................................................................................. .......... RECOMMENDATIO -RET-X JE EH-Rff�] NOISE MITIGATION,,!: ELE:%� I MIUAL KIIJUM. Fit. 1 V .............. ...... ... COORDINATE COOLING TRANSFER FAN LAN 62"x62 IIIGARAGE EXHAUST GRATE FROM EXHAUST WELL BELOW (8000 CFM) IF ARE TRANSFORMERS ADDED IN SlA�R #1 . ......... FUTURE. .... . ....... )ROvi AISEb bER CURBAR­ UN 0 D P,GRATEJO, :-R PREVENT'' : OCIDING'OF F/F� EX AL18T,MCL "I � , - - , , , ...... .. .. ....... . . . .... --- IETAL ------------------------------------------------- .......................................................... ------ TERMINATION LOCATION 10 FEET CLEAR TO OPERABLE OPENINGS & PROPERTY LINES PER 2015 WSMC 501.31 ITEM 5 - -------- MC TO COORDINATE REMOVAL WITH PC 12x12 EXPANDED M GRILLE W/ SCREENED OPENING 875 CFM FROM GARAGE I.............. 875 CFM TRASH EXHAUST PULLED THROUGH CHUTE - ------------------------------------------- . . ....................................... . . ........... ------------ - 11-11 : I � � i � ............... .. ................. 8 SF INTAKE LOUVR�(52N22").,,,, ---------- GREENHECKSD-403,240 /C 10 FM ELECTRICAT"1111 FCU-1­1 &230B�IEQUIPPED OMIZER MIXING TH 'FULL EC WI TRASH 'MICROMETL B XES, BOD�- TIOIC66 RDI NATE C6�&E,NSATEREMOVAL . ...... . . ... ..... ZWITH F I FC -1-2 I t & FFCU I .. . . . .. . . T, TSF RELIEF LOUVER (4 VES �GREENHECK ESD-403 'AKE� LOUVER (12x12) CFM . .... 18FINT NHECK��,E D-403 ... I2,100 . . .............................................................. ------------ LOBBY IENTRY . . .. ...... ............................................................................................................. --------------------------------------------------------------------------------------------------------------------- 0 F D 1 G A B 0 ASF -(12Xi2 1NAKE'LOUVER BOD: 400 SF/TON -4 => 6 TON LOAD GREENHECKESD 03,11, - - 270 CF1M O-' RIZEO DAMPER J,7,,QP, TON,,TH .... . ... . ... IRAT US,N MOTO MC TO COORDINATE E . ..... ....... ... ....................... ... . .............. CU-1-2 REMOVAL WITR PC VEST, STAIR - ------- ----------- I3 '5.5'-SF,,INTAKE,LOUIVER�-36x22) I R I tK GREEN'HE ES 0-403 1600-CFM,,,,, �5.0:'SF RELIEF-LQUVER (32x22) GIREENH ECK,E ,5D7403 . ..... /16 00, tr - - - ----------- - .......... . ........ . ..... .. .......... -- -- ----------------- ----------- ---- InO (Zr-/TONI OF D Dt"'[G AD I'VE SURFACE PARKING ON GRADE 1/811 = 1 1 stud' OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S WA USA 981 01 1990111k Run, IND Engineering- Essentials -Delivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-71 00 I F: (206) 285-71 1 1 BUILDING PERMIT CORRECTIONS #1 6/20/2017 CLIENT/OWNER I F lmlestg ate 11 I I a g e LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 TITLE � STAMP � FOR REFERENCE ONLY Mo ��� 1531 1 � ISSUED FOR: PRE -APPLICATION SUBMITTAL 8112/16 ADI3 SUBMITTAL 11/22/16 BLDG PERMIT SET 03/17/17 BLDG PERMIT CORRECTIONS #1 06/20/17 DRAWN BY: AL]i[LEir CHECKED B'C'___11_1LLL1r SHEET CONTENTS MECHANICAL Im- LAN - LEVEL SHEET NUMBER I 179- GENERAL NOTES: A. RESIDENTIAL EXHAUST DUCT ROUTING: - UNITS ARE WOOD FRAMED AND DUCT ROUTING IS THROUGH THE FLOOR/CEILING ASSEMBLY. PRELIMINARY DUCT ROUTING IS SHOWN AND SHALL BE COORDINATED BY THE MC IN THE FIELD WITH THE -­ ­­ - . I - 1- .- -111 . A I - - - - B. OUTDOOR AIR: - OUTDOOR AIR TO EACH RESIDENTIAL UNIT IS PROVIDED BY THE WHOLE HOUSE VENTILATION SYSTEM UTILIZING EXHAUST FANS PER 2015 IMC SECTION 403.8.6. MINIMUM DESIGN VENTILATION RATES WERE OBTAINED FROM IMC TABLE 403.8.1 AND ARE PROVIDED THROUGH OPERABLE ­R ITR - TR I -A I I - I A - ITR I - - I A - 1­1 A I C. DOOR UNDERCUT: -GC TO UNDERCUT ALL BATHROOM DOORS BY 1/2" MINIMUM FOR TRANSFER OF MAKEUP AIR FOR THE EXHAUST SYSTEM. -CLOSET DOORS CONTAINING DRYERS SHALL BE LOUVERED OR PROVIDED WITH A ..l. 1-. 1. A I-. - __ ­_ CLEARANCE FROM DISCHARGE TO OPERABLE OPENINGS PER 2015 SMIC SECT. 501.3.1 ITEM 3. stud' OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S WA USA 98101 11 Ll U. [lid HiLl FI EUDI 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 CLIENT/OWNER I F IlmlestgateTillage LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 TITLE � STAMP � xel - lkWw I= 1=1; �0 a Me ��� 15311 � ISSUED FOR: PRE -APPLICATION SUBMITTAL 8112/16 AD13 SUBMITTAL 11/22/16 BLDG PERMIT SET 03/17/17 BLDG PERMIT CORRECTIONS #1 06/20/17 DRAWN BY: Aalmr CHECKED SHEET CONTENT; � MECHANICAL PLAN - LEVEL 2 MECHANICAL PLAN - LEVEL 2 1/811 = 1 1-011 SHEET NUMBER I GENERAL NOTES: SEE M202 FOR RESIDENTIAL NOTES stud' OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S WA USA 98101 11 Ll U. [lid 111LI FI EUDI 1990111k RUn, IND Engineering- Essentials -Delivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 CLIENT/OWNER I F 11mlestgateTillage LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 TITLE � STAMP � FOR REFERENCE ONLY Mo ��� 15311 � ISSUED FOR: PRE -APPLICATION SUBMITTAL AD13 SUBMITTAL BLDG PERMIT SET PE2 DRAWN BY: AL]i[LEir CHECKED 8112/16 11/22/16 03/17/17 06/20/17 SHEET CONTENT; � MECHANICAL PLAN - LEVEL 3 MECHANICAL PLAN - LEVEL 3 1/811 = 1 1-011 SHEET NUMBER I GENERAL NOTES: SEE M202 FOR RESIDENTIAL NOTES stud' OMENG STRAZZARA - I . - �. . __ . .- - - -, " " ­ . k . , . I ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S WA USA 98101 11 Ll U. [lid 111LI FI EUDI 1990111k RUn, IND Engineering- Essentials -Delivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 CLIENT/OWNER I F 11mlestgateTillage LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 TITLE � STAMP � FOR REFERENCE ONLY Mo ��� 15311 � ISSUED FOR: PRE -APPLICATION SUBMITTAL AD13 SUBMITTAL BLDG PERMIT SET PE2 DRAWN BY: AL]i[LEir CHECKED 8112/16 11/22/16 03/17/17 06/20/17 SHEET CONTENT; � MECHANICAL PLAN - LEVEL 4 MECHANICAL PLAN - LEVEL 4 1/811 = 1 1-011 SHEET NUMBER I GENERAL NOTES: A. ALL EXPOSED DUCTWORK TO BE COATED TOP AND SIDES WITH RCD CORP. #15 WEATHER PROTECTIVE PAINT stud' OMENG STRAZZARA COAT TOP AND SIDES WITH COI WEATHER PROTECTIVE 12xl2/2"SL SUPPLY 17xl7 ROOF EXHAUST D1 CLEARANCE 10 FEET I FROM MECHANICAL INT) 2015 IMC SEC CORRIDOR SUPPLY RTU INSTALLED ON 2" SPRING ISOLATION CURB LOCATED ABOVE CORRIDOR BELOW STRUCTURAL LOAD - 2000 LBS AMENITY PACKAGED RTU INSTALLED ON 2" SPRING ISOLATION CURB STRUCTURAL LOAD - 1200 LBS "OAT TOP AND SIDES WITH CORP. #15 NEATHER PROTECTIVE PAINT ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S WA USA 98101 11 Ll U. [lid HiLl FI EUDI 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 a 10 lei w CLIENT/OWNER I F IlmlestgateTillage LLC 9 T T . 0 a � pil OR, 009 10032 EDMONDS WAY EDMONDS, WA, 98020 TITLE � STAMP � xel - lkWw IM IM; �M a Me ��� 15311 � ISSUED FOR: PRE -APPLICATION SUBMITTAL 8112/16 AD13 SUBMITTAL 11/22/16 BLDG PERMIT SET 03/17/17 BLDG PERMIT CORRECTIONS #1 06/20/17 DRAWN BY: Aalmr CHECKED SHEET CONTENTS I MECHANICAL PLAN - ROOF 1/811 = 1 1-011 SHEET NUMBER I a KIM ALL EXTERIOR PIPING TO BE COATED FOR WEATHER PROTECTION. REFER TO r 1`117YT r!!Tf' A -rTn K I r ROOFTOP MECHANICAL UNIT AC-R-1 ANSI Z21.75 LISTED AND LABELLED M E:VT01 E! I -AC' f"nlk1hIC!f-rnn �IP LEG IN --CESSIBLE LOCATION EXPANDED METAL 24 GAUGE W/ (4) MOUNTING HOLE 5-PIECE METAL LOCKING HASP 7 ROOFTOP UNIT GAS CONNECTION DETAIL 6 VFD TAMPER PROOF ENCLOSURE SCALE: NOT TO SCALE SCALE: NOT TO SCALE 5 HORIZONTAL EXHAUST HOOD DETAIL SCALE: NOT TO SCALE 91-211 24 CONDENSATE FROM THE OUTDOOR UNIT DRAIN PAN INDIRECTLY DRAINS TO GARAGE DRAIN. REFER TO PLANS FOR ROUTING. A A A -.111 4 a wm --fall "101 ma 17,1100194 1.14 1-14 M I I ki I =wW4 1.14 a OUTDOOR UNIT PER PLANS. MOUNT TOP OF UNIT MAX 6" FROM UNDERSIDE OF INSULATION ARCHITECTURAL SHEET METAL EXHAUST HOOD BY OTHERS 5" MIN OPENING AT BOTTOM OF HOOD. SCREEN NOT ALLOWED AT OPENING DUE TO 511 DRYER EXHAUST. A A A A PROVIDE CONNECTION TO ----------- -- ------ -- -- -- ----- - - ...... . . . . ..... WALL TO MINIMIZE SWAY. MOUNT SUCH THAT VIBRATION IS NOT TRANSFERRED TO THE POWER FROM DISCONNECT WALL THROUGH THE TO OUTDOOR UNIT ALLTHREAD. (ALL THREAD. STRUCTURAL POWER FROM THE ELECTRICAL ENGINEER TO PROVIDE SIZING PANEL INSIDE THE UNIT TO THE AND MOUNTING DETAILS) DISCONNECT FOR THE OUTDOOR UNIT (BY EC). MINIMUM CLEARANCE PER DISCONNECT AND MANUFACTURERS RECEPTACLE (BY EC) REQUIREMENTS 6-6" MIN DRAIN PAN Y8"x6" CONCRETE ANCHORS BIRDSCREEN ON RANGE AND BATH/LAUNDRY EXHAUST OPENINGS. BIRDSCREEN NOT ALLOWED ON DRYER EXHAUST. FAMCO MODEL BD BUTTERFLY BACKDRAFT DAMPER PIPING AND ELECTRICAL PERTRONT VIEW' A 1A A A 4 A 4 . . ... . ....... A 6" MIN CLR HEAT PUMP "'I"N c A DIRECTION OF AIRFLOW 2X2)V4" ANGLE IRON (TYP) t. DRAIN PAN UNISTRUT SUPPORT STEEL SUPPORT STRUCTURE BY MC 1/2 DUCT SIZE + 3" c-- EQ. EQ. PERFORATED METAL Y16" DIA. HOLES @ Y4" WITH 51% OPEN AREA. 20 GAUGE COLD ROLLED. PURCHASED W/ REGISTER BOX GENSCO REGISTER BOX W/ FLEX COLLAR SCREW & SEAL CAN TO DIFFUSER 11/2" DIFFUSER NOTES: DIFFUSER CANS ARE BARE SHEETMETAL W/OUT LINING UNLESS NOTED OTHERWISE 3 DIFFUSER CAN SCALE: NOT TO SCALE BOLT UNIT TO ISOLATOR & LAG ISOLATOR TO CURB ROOF MOUNTED EQUIPMENT SPRING ISOLATOR (U.N.0) CAP FLASHING SLEEPER & CANT BY OTHERS RIGID INSULATION & ROOFING BY OTHERS ROOF DECK BY OTHERS, VERIFY CONSTRUCTION TYPE NOTES: CONFIRM EQUIPMENT MOUNTING METHODS WITH EQUIPMENT SUPPLIER PRIOR TO COORDINATION WITH GENERAL CONTRACTOR. 2 SLEEPER MOUNTED EQUIPMENT (SPRING SCALE: NOT TO SCALE 2" FOR DUCT TAKEOFF AND CONNECTION 16" MIN. LENGTH REQD FOR OUT OF WALL FSD SLEEVE XxY DUCT SEE PLAN FOR SIZE MIN. 1 Y2" CLEAR ALL AROUND RATED SHAFT (BY OTHERS) SEE PLAN FOR SIZE MANUAL BALANCING DAMPER WITH ACCESS PANEL BENEATH GRILLE THERMAL BLANKET PER MANUFACTURER INSTRUCTIONS FIRE SMOKE DAMPER ACTUATOR 1" STEEL ANGLE PER MANUFACTURER INSTRUCTIONS SIDEWALL SUPPLY GRILLE (NO OBD) MINIMUM GRILLE & NOTES: DAMPER SIZE = 12"xl2" TOP GRILL TO BE INSTALLED 2" BELOW FRONT VIEW SIDE VIEW FINISHED CEILING ELEVATION 4 CONDENSING UNIT INSTALLATION DETAIL (GRAVITY CONDENSATE) OUT OF WALL FIRE SMOKE DAMPER INSTALLATION SCALE: NOT TO SCALE SCALE: NOT TO SCALE Id A A A 11 4 4 4 4 A A A A IFA 4 A A4 A 4 A A A q 4 A A ACCESS' ACTUAT REMOVING StUdl OMENG STRAZZARA ARCHITICTURE 'L�,NN'N' CONSULTING 2001 WESTERN AVE SUITE 200 S WA USA 98101 206 587 3797 1,111] 2065870588 11 Ll U. [Jid 111LI [I EUDI "Am Adak 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP - "we PROJECT NUMBER 15311 w . A APPROVAL BY: DRAWN BY: AE111LEIr c -1-11 CHECKED B' SHEET CONTENTS MEG"HANICAL A w 91 :2 IfAm 2015 INTERNATIONAL MECHANICAL W/ WA AMENDMENTS CODE SECTION 506 COMMERCIAL KITCHEN HOOD VENTILATION SYSTEM DUCTS AND EXHAUST EQUIPMENT 506.1 GENERAL. COMMERCIAL KITCHEN HOOD VENTILATION DUCTS AND EXHAUST EQUIPMENT SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION. COMMERCIAL KITCHEN GREASE DUCTS SHALL BE DESIGNED FOR THE TYPE OF COOKING APPLIANCE AND HOOD SERVED. 506.2 CORROSION PROTECTION. DUCTS EXPOSED TO THE OUTSIDE ATMOSPHERE OR SUBJECT TO A CORROSIVE ENVIRONMENT SHALL BE PROTECTED AGAINST CORROSION IN AN APPROVED MANNER. 506.3 DUCTS SERVING TYPE I HOODS. TYPE I EXHAUST DUCTS SHALL BE INDEPENDENT OF ALL OTHER EXHAUST SYSTEMS EXCEPT AS PROVIDED IN SECTION 506.3.5. COMMERCIAL KITCHEN DUCT SYSTEMS SERVING TYPE I HOODS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTIONS 506.3.1 THROUGH 506.3.12.3. 506.3.1 DUCT MATERIALS. DUCTS SERVING TYPE I HOODS SHALL BE CONSTRUCTED OF MATERIALS IN ACCORDANCE WITH SECTIONS 506.3.1.1 GREASE DUCT MATERIALS. GREASE DUCTS SERVING TYPE I HOODS SHALL BE CONSTRUCTED OF STEEL HAVING A MINIMUM THICKNESS OF 0.0575 INCH (1.463 MM) (NO. 16 GAGE)OR STAINLESS STEEL NOT LESS THAN 0.0450 INCH (1.14 MM)(NO. 18 GAGE) IN THICKNESS. EXCEPTION: FACTORY -BUILT COMMERCIAL KITCHEN GREASE DUCTS LISTED AND LABELED IN ACCORDANCE WITH UL 1978 AND INSTALLED IN ACCORDANCE WITH SECTION 304.1. 506.3.1.2 MAKEUP AIR DUCTS. MAKEUP AIR DUCTS CONNECTING TO OR WITHIN 18 INCHES (457 MM) OF A TYPE I HOOD SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTIONS 603.1, 603.3, 603.4, 603.9, 603.10 AND 603.12.DUCT INSULATION INSTALLED WITHIN 18 INCHES (457 MM) OF A TYPE I HOOD SHALL BE NONCOMBUSTIBLE OR SHALL BE LISTED FOR THE APPLICATION. 506.3.2 JOINTS, SEAMS AND PENETRATIONS OF GREASE DUCTS. JOINTS, SEAMS AND PENETRATIONS OF GREASE DUCTS SHALL BE MADE WITH A CONTINUOUS LIQUID -TIGHT WELD OR BRAZE MADE ON THE EXTERNAL SURFACE OF THE DUCT SYSTEM. EXCEPTIONS: 1. PENETRATIONS SHALL NOT BE REQUIRED TO BE WELDED OR BRAZED WHERE SEALED BY DEVICES THAT ARE LISTED FOR THE APPLICATION. 2. INTERNAL WELDING OR BRAZING SHALL NOT BE PROHIBITED PROVIDED THAT THE JOINT IS FORMED OR GROUND SMOOTH AND IS PROVIDED WITH READY ACCESS FOR INSPECTION. 3. FACTORY -BUILT COMMERCIAL KITCHEN GREASE DUCTS LISTED AND LABELED IN ACCORDANCE WITH UL 1978 AND INSTALLED IN ACCORDANCE WITH SECTION 304.1. 506.3.2.1 DUCT JOINT TYPES. DUCT JOINTS SHALL BE BUTT JOINTS, WELDED FLANGE JOINTS WITH A MAXIMUM FLANGE DEPTH OF 1/2 INCH (12.7 MM) OR OVERLAPPING DUCT JOINTS OF EITHER THE TELESCOPING OR BELL TYPE. OVERLAPPING JOINTS SHALL BE INSTALLED TO PREVENT LEDGES AND OBSTRUCTIONS FROM COLLECTING GREASE OR INTERFERING WITH GRAVITY DRAINAGE TO THE INTENDED COLLECTION POINT. THE DIFFERENCE BETWEEN THE INSIDE CROSS -SECTIONAL DIMENSIONS OF OVERLAPPING SECTIONS OF DUCT SHALL NOT EXCEED 1/4 INCH (6 MM). THE LENGTH OF OVERLAP FOR OVERLAPPING DUCT JOINTS SHALL NOT EXCEED 21NCHES (51 MM). 506.3.2.2 DUCT -TO -HOOD JOINTS. DUCT -TO -HOOD JOINTS SHALL BE MADE WITH CONTINUOUS INTERNAL OR EXTERNAL LIQUID -TIGHT WELDED OR BRAZED JOINTS. SUCH JOINTS SHALL BE SMOOTH, ACCESSIBLE FOR INSPECTION, AND WITHOUT GREASE TRAPS. EXCEPTIONS: THIS SECTION SHALL NOT APPLY TO: 1. A VERTICAL DUCT -TO -HOOD COLLAR CONNECTION MADE IN THE TOP PLANE OF THE HOOD IN ACCORDANCE WITH ALL OF THE FOLLOWING: 1.1. THE HOOD DUCT OPENING SHALL HAVE A 1-INCH-DEEP (25 MM), FULL PERIMETER, WELDED FLANGE TURNED DOWN INTO THE HOOD INTERIOR AT AN ANGLE OF 90 DEGREES (1.57 RAD) FROM THE PLANE OF THE OPENING. 1.2. THE DUCT SHALL HAVE A 1-INCH-DEEP (25 MM) FLANGE MADE BY A 1-INCH BY 1-INCH (25 MM BY 25 MM) ANGLE IRON WELDED TO THE FULL PERIMETER OF THE DUCT NOT LESS THAN 1 INCH (25 MM) ABOVE THE BOTTOM END OF THE DUCT. 1.3. A GASKET RATED FOR USE AT NOT LESS THAN 1,500OF (8150C) IS INSTALLED BETWEEN THE DUCT FLANGE AND THE TOP OF THE HOOD. 1.4. THE DUCT -TO -HOOD JOINT SHALL BE SECURED BY STUD BOLTS NOT LESS THAN 1/4 INCH (6.4 MM) IN DIAMETER WELDED TO THE HOOD WITH A SPACING NOT GREATER THAN 4 INCHES (102 MM) ON CENTER FOR THE FULL PERIMETER OF THE OPENING. ALL BOLTS AND NUTS ARE TO BE SECURED WITH LOCK WASHERS. 2. LISTED AND LABELED DUCT -TO -HOOD COLLAR CONNECTIONS INSTALLED IN ACCORDANCE WITH SECTION304.1. 506.3.2.3 DUCT -TO -EXHAUST FAN CONNECTIONS. DUCTTO-EXHAUST FAN CONNECTIONS SHALL BE FLANGED AND GASKETED AT THE BASE OF THE FAN FOR VERTICAL DISCHARGE FANS; SHALL BE FLANGED, GASKETED AND BOLTED TO THE INLET OF THE FAN FORSIDE-INLET UTILITY FANS; AND SHALL BE FLANGED, GASKETED AND BOLTED TO THE INLET AND OUTLET OF THE FAN FOR IN -LINE FANS. 506.3.2.4 VIBRATION ISOLATION. A VIBRATION ISOLATION CONNECTOR FOR CONNECTING A DUCT TO A FAN SHALL CONSIST OF NONCOMBUSTIBLE PACKING IN A METAL SLEEVE JOINT OF APPROVED DESIGN OR SHALL BE A COATED -FABRIC FLEXIBLE DUCT CONNECTOR RATED FOR CONTINUOUS DUTY AT A TEMPERATURE OF NOT LESS THAN 15000F. VIBRATION ISOLATION CONNECTORS SHALL BE INSTALLED ONLY AT THE CONNECTION OF A DUCT TO A FAN INLET OR OUTLET. 506.3.2.5 GREASE DUCT TEST. PRIOR TO THE USE OR CONCEALMENT OF ANY PORTION OF A GREASE DUCT SYSTEM, A LEAKAGE TEST SHALL BE PERFORMED. DUCTS SHALL BE CONSIDERED TO BE CONCEALED WHERE INSTALLED IN SHAFTS OR COVERED BY COATINGS OR WRAPS THAT PREVENT THE DUCTWORK FROM BEING VISUALLY INSPECTED ON ALL SIDES. THE PERMIT HOLDER SHALL BE RESPONSIBLE TO PROVIDE THE NECESSARY EQUIPMENT AND PERFORM THE GREASE DUCT LEAKAGE TEST. A LIGHT TEST SHALL BE PERFORMED TO DETERMINE THAT ALL WELDED AND BRAZED JOINTS ARE LIQUID TIGHT. A LIGHT TEST SHALL BE PERFORMED BY PASSING A LAMP HAVING A POWER RATING OF NOT LESS THAN 100 WATTS THROUGH THEENTIRE SECTION OF DUCTWORK TO BE TESTED. THE LAMP SHALL BE OPEN SO AS TO EMIT LIGHT EQUALLY IN ALL DIRECTIONS PERPENDICULAR TO T E DUCT WALLS. A TEST SHALL BE PERFORMED FOR THE ENTIRE DUCT SYSTEM, INCLUDING THE HOOD -TO -DUCT CONNECTION. THE DUCT WORK SHALL BE PERMITTED TO BE TESTED IN SECTIONS, PROVIDED THAT EVERY JOINT IS TESTED. FOR LISTEDFACTORY-BUILT GREASE DUCTS, THIS TEST SHALL BE LIMITED TO DUCT JOINTS ASSEMBLED IN THE FIELD AND SHALL SEATFLE - COMPREHENSIVE GREASE EXHAUST DUCT DETA SCALE: NOT TO SCALE EXCLUDE FACTORY WELDS. 506.3.3 GREASE DUCT SUPPORTS. GREASE DUCT BRACING AND SUPPORTS SHALL BE OF NONCOMBUSTIBLE MATERIAL SECURELY ATTACHED TO THE STRUCTURE AND DESIGNED TO CARRY GRAVITY AND SEISMIC LOADS WITHIN THE STRESS LIMITATIONS OF THE INTERNATIONAL BUILDING CODE. BOLTS, SCREWS, RIVETS AND OTHER MECHANICAL FASTENERS SHALL NOT PENETRATE DUCT WALLS. 506.3.4 AIR VELOCITY. GREASE DUCT SYSTEMS SERVING A TYPE I HOOD SHALL BE DESIGNED AND INSTALLED TO PROVIDE AN AIR VELOCITY WITHIN THE DUCT SYSTEM OF NOT LESS THAN 500 FEET PER MINUTE (2.5 M/S). EXCEPTION: THE VELOCITY LIMITATIONS SHALL NOT APPLY WITHIN DUCT TRANSITIONS UTILIZED TO CONNECT DUCTS TO DIFFERENTLY SIZED OR SHAPED OPENINGS IN HOODS AND FANS, PROVIDED THAT SUCH TRANSITIONS DO NOT EXCEED 3 FEET (914 MM)IN LENGTH AND ARE DESIGNED TO PREVENT THE TRAPPING OF GREASE. 506.3.S SEPARATION OF GREASE DUCT SYSTEM. A SEPARATE GREASE DUCT SYSTEM SHALL BE PROVIDED FOR EACH TYPE I HOOD. MULTIPLE TYPE I HOODS ARE PERMITTED TO BE COMBINED WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: 1. ALL INTERCONNECTED HOODS ARE LOCATED WITHIN THE SAME STORY. 2. ALL INTERCONNECTED HOODS ARE LOCATED WITHIN THE SAME ROOM OR IN ADJOINING ROOMS. 3. INTERCONNECTING DUCTS DO NOT PENETRATE ASSEMBLIES REQUIRED TO BE FIRE -RESISTANCE RATED. 4. THE GREASE DUCT SYSTEM DOES NOT SERVE SOLID -FUEL -FIRED APPLIANCES. 506.3.6 GREASE DUCT CLEARANCES. WHERE ENCLOSURES ARE NOT REQUIRED, GREASE DUCT SYSTEMS AND EXHAUST EQUIPMENT SERVING A TYPE I HOOD SHALL HAVE A CLEARANCE TO COMBUSTIBLE CONSTRUCTION OF NOT LESS THAN 18 INCHES (457 MM), AND SHALL HAVE A CLEARANCE TO NONCOMBUSTIBLE CONSTRUCTION AND GYPSUM WALLBOARD ATTACHED TO NONCOMBUSTIBLE STRUCTURES OF NOT LESS THAN 3 INCHES (76 MM). EXCEPTIONS: 1. FACTORY -BUILT COMMERCIAL KITCHEN GREASE DUCTS LISTED AND LABELED IN ACCORDANCE WITH UL 1978. 2. LISTED AND LABELED EXHAUST EQUIPMENT INSTALLED IN ACCORDANCE WITH SECTION 304.1. 3. WHERE COMMERCIAL KITCHEN GREASE DUCTS ARE CONTINUOUSLY COVERED ON ALL SIDES WITH A LISTED AND LABELED FIELD -APPLIED GREASE DUCT ENCLOSURE MATERIALIF SYSTEM, PRODUCT OR METHOD OF CONSTRUCTION SPECIFICALLY EVALUATED FOR SUCH PURPOSE IN ACCORDANCE WITH ASTM E 2336, THE REQUIRED CLEARANCE SHALL BE IN ACCORDANCE WITH THE LISTING OF SUCH MATERIALf SYSTEMI, PRODUCT OR METHOD. 506.3.7 PREVENTION OF GREASE ACCUMULATION IN GREASE DUCTS. DUCT SYSTEMS SERVING A TYPE I HOOD SHALL BE CONSTRUCTED AND INSTALLED SO THAT GREASE CANNOT COLLECT IN ANY PORTION THEREOFf AND THE SYSTEM SHALL SLOPE NOT LESS THAN ONE-FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT SLOPE) TOWARD THE HOOD OR TOWARD AN APPROVED GREASE RESERVOIR. WHERE HORIZONTAL DUCTS EXCEED 75 FEET (22 860 MM) IN LENGTHI, THE SLOPE SHALL NOT BE LESS THAN ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.3 PERCENT SLOPE). 506.3.8 GREASE DUCT CLEANOUTS AND OTHER OPENINGS. GREASE DUCT SYSTEMS SHALL NOT HAVE OPENINGS THEREIN OTHER THAN THOSE REQUIRED FOR PROPER OPERATION AND MAINTENANCE OF THE SYSTEM. ANY PORTION OF SUCH SYSTEM HAVING SECTIONS NOT PROVIDED WITH ACCESS FROM THE DUCT ENTRY OR DISCHARGE SHALL BE PROVIDED WITH CLEAN OUT OPENINGS. CLEAN OUT OPENINGS SHALL BE EQUIPPED WITH TIGHT -FITTING DOORS CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN THAT REQUIRED FOR THE DUCT. DOORS SHALL BE EQUIPPED WITH A SUBSTANTIAL METHOD OF LATCHINGf SUFFICIENT TO HOLD THE DOOR TIGHTLY CLOSED. DOOR ASSEMBLIESf INCLUDING ANY FRAMES AND GASKETING, SHALL BE APPROVED FOR THE PURPOSE, AND SHALL NOT HAVE FASTENERS THAT PENETRATE THE DUCT. LISTED AND LABELED ACCESS DOOR ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF THE LISTING. 506.3.8.1 PERSONNEL ENTRY. WHERE DUCTWORK IS LARGE ENOUGH TO ALLOW ENTRY OF PERSONNEL, NOT LESS THAN ONE APPROVED OR LISTED OPENING HAVING DIMENSIONS NOT LESS THAN 22 INCHES BY 20 INCHES (559 MM BY 508 MM) SHALL BE PROVIDED IN THE HORIZONTAL SECTIONSf AND IN THE TOP OF VERTICAL RISERS. WHERE SUCH ENTRY IS PROVIDEDf THE DUCT AND ITS SUPPORTS SHALL BE CAPABLE OF SUPPORTING THE ADDITIONAL LOAD, AND THE CLEANOUTS SPECIFIED IN SECTION 506.3.8 ARE NOT REQUIRED. 506.3.8.2 CLEANOUTS SERVING IN -LINE FANS. A CLEANOUT SHALL BE PROVIDED FOR BOTH THE INLET SIDE AND OUTLET SIDE OF AN IN -LINE FAN EXCEPT WHERE A DUCT DOES NOT CONNECT TO THE FAN. SUCH CLEANOUTS SHALL BE LOCATED WITHIN 3 FEET (914 MM) OF THE FAN DUCT CONNECTIONS. 506.3.9 GREASE DUCT CLEAN OUT LOCATION, SPACING AND INSTALLATION. 506.3.9.1 GREASE DUCT HORIZONTAL CLEANOUTS. CLEANOUTS LOCATED ON HORIZONTAL SECTIONS OF DUCTS SHALL: 1. BE SPACED NOT MORE THAN 20 FEET APART. 2. BE LOCATED NOT MORE THAN 10 FEET FROM CHANGES IN DIRECTION THAT ARE GREATER THAN 45 DEGREES. 3. BE LOCATED ON THE BOTTOM ONLY WHERE OTHER LOCATIONS ARE NOT AVAILABLE AND SHALL BE PROVIDED WITH INTERNAL DAMMING OF THE OPENING SUCH THAT GREASE WILL FLOW PAST THE OPENING WITHOUT POOLING. BOTTOM CLEANOUTS AND OPENINGS SHALL BE APPROVED FOR THE APPLICATION AND INSTALLED LIQUID -TIGHT. 4. NOT BE CLOSER THAN 1" FROM EDGES OF THE DUCT. 5. HAVE OPENING DIMENSIONS OF NOT LESS THAN 12" BY 12". WHERE SUCH DIMENSIONS PRECLUDE INSTALLATIONI, THE OPENING SHALL BE NOT LESS THAN 12" ON ONE SIDE AND SHALL BE LARGE ENOUGH FOR CLEANING AND MAINTENANCE. 6. SHALL BE LOCATED AT GREASE RESERVOIRS. [W] 506.3.9.2 GREASE DUCT VERTICAL CLEANOUTS. WHERE DUCTS PASS VERTICALLY THROUGH FLOORSf CLEANOUTS SHALL BE PROVIDED. A MINIMUM OF ONE CLEANOUT SHALL BE PROVIDED ON EACH FLOOR. CLEANOUT OPENINGS SHALL BE NOT LESS THAN 1 1/2 INCHES (38 MM) FROM ALL OUTSIDE EDGES OF THE DUCT OR WELDED SEAMS. THE OPENING MINIMUM DIMENSIONS SHALL BE 12 INCHES (305 MM) ON EACH SIDE. 506.3.11 GREASE DUCT ENCLOSURES. A COMMERCIAL KITCHEN GREASE DUCT SERVING A TYPE I HOOD THAT PENETRATES A CEILINGI, WALL OR FLOOR SHALL BE ENCLOSED FROM THE POINT OF PENETRATION TO THE OUTLET TERMINAL. IN -LINE EXHAUST FANS NOT LOCATED OUTDOORS SHALL BE ENCLOSED AS REQUIRED FOR GREASE DUCTS. A DUCT SHALL PENETRATE EXTERIOR WALLS ONLY AT LOCATIONS WHERE UNPROTECTED OPENINGS ARE PERMITTED BY THE INTERNATIONAL BUILDING CODE. THE DUCT ENCLOSURE SHALL SERVE A SINGLE GREASE DUCT AND SHALL NOT CONTAIN OTHER DUCTS, PIPING ORWIRING SYSTEMS. DUCT ENCLOSURES SHALL BE EITHERFIELD-APPLIED OR FACTORY -BUILT. DUCT ENCLOSURES SHALL HAVE AFIRE -RESISTANCE RATING NOT LESS THAN THAT OF THE FLOOR ASSEMBLY PENETRATEDf BUT NEED NOT EXCEED 2 HOURS. DUCT ENCLOSURES SHALL BE AS PRESCRIBED BY SECTION 506.3.10.1,506.3.10.2 OR 506.3.10.3. 506.3.11.1 SHAFT ENCLOSURE. COMMERCIAL KITCHEN GREASE DUCTS CONSTRUCTED IN ACCORDANCE WITH SECTION 506.3.1 SHALL BE PERMITTED TO BE ENCLOSED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE REQUIREMENTS FOR SHAFT CONSTRUCTION. SUCH GREASE DUCT SYSTEMS AND EXHAUST EQUIPMENT SHALL HAVE A CLEARANCE TO COMBUSTIBLE CONSTRUCTION OF NOT LESS THAN 18 INCHES (457 MM), AND SHALL HAVE A CLEARANCE TO NONCOMBUSTIBLE CONSTRUCTION AND GYPSUM WALLBOARD ATTACHED TO NONCOMBUSTIBLE STRUCTURES OF NOT LESS THAN 6 INCHES (76 MM). DUCT ENCLOSURES SHALL BESEALED AROUND THE DUCT AT THE POINT OF PENETRATION AND VENTED TO THE OUTSIDE OF THE BUILDING THROUGH THE USE OF WEATHER PROTECTED OPENINGS. 506.3.11.2 FIELD -APPLIED GREASE DUCT ENCLOSURE. COMMERCIAL KITCHEN GREASE DUCTS CONSTRUCTED IN ACCORDANCE WITH SECTION 506.3.1 SHALL BE ENCLOSED BY A FIELD-APPLIEDGREASE DUCT ENCLOSURE THAT IS A LISTED AND LABELED MATE RIAL,SYSTEM, PRODUCT OR METHOD OF CONSTRUCTION SPECIFICALLY EVALUATED FOR SUCH PURPOSE IN ACCORDANCE WITH ASTM E2336. THE SURFACE OF THE DUCT SHALL BE CONTINUOUSLY COVERED ON ALL SIDES FROM THE POINT AT WHICH THE DUCT ORIGINATES TO THE OUTLET TERMINAL. DUCT PENETRATIONS SHALL BE PROTECTED WITH A THROUGH -PENETRATION FIRESTOP SYSTEM CLASSIFIED IN ACCORDANCE WITH ASTM E 814 OR UL 1479 AND HAVING AN 7- AND 7- RATING EQUAL TO THE FIRE -RESISTANCE RATING OF THE ASSEMBLY BEING PENETRATED. SUCH SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. EXPOSED DUCT WRAP SYSTEMS SHALL BE PROTECTED WHERE SUBJECT TO PHYSICAL DAMAGE. 506.3.11.3 FACTORY -BUILT GREASE DUCT ASSEMBLIES. FACTORY -BUILT GREASE DUCT ASSEMBLIES INCORPORATING INTEGRAL ENCLOSURE MATERIALS SHALL BE LISTED AND LABELED FOR USE AS COMMERCIAL KITCHEN GREASE DUCT ASSEMBLIES IN ACCORDANCE WITH UL 2221. DUCT PENETRATIONS SHALL BE PROTECTED WITH A THROUGH -PENETRATION FIRE STOP SYSTEM CLASSIFIED IN ACCORDANCE WITH ASTM E 814 OR UL 1479 AND HAVING AN 7" AND T- RATING EQUAL TO THE FIRE -RESISTANCE RATING OF THE ASSEMBLY BEING PENETRATED. SUCH ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH THE LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 506.3.11.4 DUCT ENCLOSURE NOT REQUIRED. A DUCT ENCLOSURE SHALL NOT BE REQUIRED FOR A GREASE DUCT THAT PENETRATES ONLY A NON FIRE -RESISTANCE -RATED ROOF/CEILINGASSEMBLY. 506.3.12 GREASE DUCT FIRE -RESISTIVE ACCESS OPENING. WHERE CLEAN OUT OPENINGS ARE LOCATED IN DUCTS WITHIN AFIRE -RESISTANCE -RATED ENCLOSURE, ACCESS OPENINGS SHALL BE PROVIDED IN THE ENCLOSURE AT EACH CLEAN OUT POINT. ACCESS OPENINGS SHALL BE EQUIPPED WITH TIGHT-FI17ING SLIDING OR HINGED DOORS THAT ARE EQUAL IN FIRE -RESISTIVE PROTECTION TO THAT OF THE SHAFT OR ENCLOSURE. AN APPROVED SIGN SHALL BE PLACED ON ACCESS OPENING PANELS WITH WORDING AS FOLLOWS:"ACCESS PANEL. DO NOT OBSTRUCT." 506.3.13 EXHAUST OUTLETS SERVING TYPE I HOODS. EXHAUST OUTLETS FOR GREASE DUCTS SERVING TYPE I HOODS SHALL CONFORM TO THE REQUIREMENTS OF SECTIONS 506.3.12.1 THROUGH 506.3.12.3. 506.3.13.1 TERMINATION ABOVE THE ROOF. EXHAUST OUTLETS THAT TERMINATE ABOVE THE ROOF SHALL HAVE THE DISCHARGE OPENING LOCATED NOT LESS THAN 40 INCHES (1016 MM) ABOVE THE ROOF SURFACE. 506.3.13.2 TERMINATION THROUGH AN EXTERIOR WALL. EXHAUST OUTLETS SHALL BE PERMITTED TO TERMINATE THROUGH EXTERIOR WALLS WHERE THE SMOKE, GREASE, GASES, VAPORS AND ODORS IN THE DISCHARGE FROM SUCH TERMINATIONS DO NOT CREATE A PUBLIC NUISANCE OR A FIRE HAZARD. SUCH TERMINATIONS SHALL NOT BE LOCATED WHERE PROTECTED OPENINGS ARE REQUIRED BY THE INTERNATIONAL BUILDING CODE. OTHER EXTERIOR OPENINGS SHALL NOT BE LOCATED WITHIN 3 FEET (914 MM) OF SUCH TERMINATIONS. 506.3.13.3 TERMINATION LOCATION. EXHAUST OUTLETS SHALL BE LOCATED NOT LESS THAN 10 FEET (3048 MM) HORIZONTALLY FROM PARTS OF THE SAME OR CONTIGUOUS BUILDINGS, ADJACENT BUILDINGS AND ADJACENT PROPERTY LINES AND SHALL BE LOCATED NOT LESS THAN 10 FEET (3048 MM) ABOVE THE ADJOINING GRADE LEVEL. EXHAUST OUTLETS SHALL BE LOCATED NOT LESS THAN 10 FEET (3048 MM) HORIZONTALLY FROM OR NOT LESS THAN 3 FEET (914 MM) ABOVE AIR INTAKE OPENINGS INTO ANY BUILDING. EXCEPTION: EXHAUST OUTLETS SHALL TERMINATE NOT LESS THAN 5 FEET (1524 MM) FROM PARTS OF THE SAME OR CONTIGUOUS BUILDING, AN ADJACENT BUILDING, ADJACENT PROPERTY LINE AND AIR INTAKE OPENINGS INTO A BUILDING WHERE AIR FROM THE EXHAUST OUTLET DISCHARGES AWAY FROM SUCH LOCATIONS. 506.4 DUCTS SERVING TYPE II HOODS. SINGLE OR COMBINED TYPE II EXHAUST SYSTEMS FOR FOOD -PROCESSING OPERATIONS SHALL BE INDEPENDENT OF ALL OTHER EXHAUST SYSTEMS. COMMERCIAL KITCHEN EXHAUST SYSTEMS SERVING TYPE II HOODS SHALL COMPLY WITH SECTIONS 506.4 DUCTS SERVING TYPE II HOODS. SINGLE OR COMBINED TYPE II EXHAUST SYSTEMS FOR FOOD PROCESSING OPERATION SHALL BE INDEPENDENT OF ALL OTHER EXHAUST SYSTEMS. COMMERCIAL KITCHEN EXHAUST SYSTEMS SERVING TYPE II HOODS SHALL COMPLY WITH SECTION 506.4.1 AND 506.4.2 506.4.1 DUCTS. DUCTS AND PLENUMS SERVING TYPE II HOODS SHALL BE CONSTRUCTED OF RIGID METALLIC MATERIALS. DUCT CONSTRUCTION, INSTALLATION, BRACING AND SUPPORTS SHALL COMPLY WITH CHAPTER 6. A DUCT SERVING A TYPE II HOOD THAT PENETRATES A FIRE -RESISTANCE -RATED CEILING, FLOOR OR WALL SHALL BE ENCLOSEDIN A DUCT ENCLOSURE FROM THE POINT OF PENETRATION TO THE OUTLET TERMINAL. DUCTS SUBJECT TO POSITIVE PRESSURE AND DUCTS CONVEYING MOISTURE -LADEN OR WASTE -HEAT -LADEN AIR SHALL BE CONSTRUCTED, JOINED AND SEALED IN AN APPROVED MANNER. 506.4.2 TYPE II TERMINATIONS. EXHAUST OUTLETS SERVING TYPE II HOODS SHALL TERMINATE IN ACCORDANCE WITH THE HOOD MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SHALL COMPLY WITH ALL OF THE FOLLOWING: 1. EXHAUST OUTLETS SHALL TERMINATE NOT LESS THAN 3 FEET (914 MM) IN ANY DIRECTION FROM OPENINGS INTO THE BUILDING. 2. OUTLETS SHALL TERMINATE NOT LESS THAN 10 FEET (3048 MM) FROM PROPERTY LINES OR BUILDINGS ON THE SAME LOT. 3. OUTLETS SHALL TERMINATE NOT LESS THAN 10 FEET (3048 MM) ABOVE GRADE. 4. OUTLETS THAT TERMINATE ABOVE A ROOF SHALL TERMINATE NOT LESS THAN 30 INCHES (762 MM) ABOVE THE ROOF SURFACE. 5. OUTLETS SHALL TERMINATE NOT LESS THAN 30 INCHES (762 MM) FROM EXTERIOR VERTICAL WALLS 6. OUTLETS SHALL BE PROTECTED AGAINST LOCAL WEATHER CONDITIONS. 7. OUTLETS SHALL NOT BE DIRECTED ONTO WALKWAYS. 8. OUTLETS SHALL MEET THE PROVISIONS FOR EXTERIOR WALL OPENING PROTECTIVES IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 506.5 EXHAUST EQUIPMENT. EXHAUST EQUIPMENT, INCLUDING FANS AND GREASE RESERVOIRS, SHALL COMPLY WITH SECTIONS 506.5.1 THROUGH 506.5.5 AND SHALL BE OF AN APPROVED DESIGN OR SHALL BE LISTED FOR THE APPLICATION. 506.5.1 EXHAUST FANS. EXHAUST FAN HOUSINGS SERVING A TYPE I HOOD SHALL BE CONSTRUCTED AS REQUIRED FOR GREASE DUCTS IN ACCORDANCE WITH SECTION 506.3. 1. 1. EXCEPTION: FANS LISTED AND LABELED IN ACCORDANCE WITH UL 762. 506.5.1.1 FAN MOTOR. EXHAUST FAN MOTORS SHALL BE LOCATED OUTSIDE OF THE EXHAUST AIRSTREAM. 506.5.2 EXHAUST FAN DISCHARGE. EXHAUST FANS SHALL BE POSITIONED SO THAT THE DISCHARGE WILL NOT IMPINGE ON THE ROOF, OTHER EQUIPMENT OR APPLIANCES OR PARTS OF THE STRUCTURE. A VERTICAL DISCHARGE FAN SHALL BE MANUFACTURED WITH AN APPROVED DRAIN OUTLET AT THE LOWEST POINT OF THE HOUSING TO PERMIT DRAINAGE OF GREASE TO AN APPROVED GREASE RESERVOIR. GREASE RESERVOIR TO BE PROVIDED BY M.C. 506.5.3 EXHAUST FAN MOUNTING. AN UP BLAST FAN SHALL BE HINGED AND SUPPLIED WITH A FLEXIBLE WEATHERPROOF ELECTRICAL CABLE TO PERMIT INSPECTION AND CLEANING. THE DUCTWORK SHALL EXTEND A MINIMUM OF 18 INCHES (457 MM) ABOVE THE ROOF SURFACE. 506.5.4 CLEARANCES. EXHAUST EQUIPMENT SERVING A TYPE I HOOD SHALL HAVE A CLEARANCE TO COMBUSTIBLE CONSTRUCTION OF NOT LESS THAN 18 INCHES (457 MM). EXCEPTION: FACTORY -BUILT EXHAUST EQUIPMENT INSTALLED IN ACCORDANCE WITH SECTION 304.1 AND LISTED FOR A LESSER CLEARANCE. 506.5.5 TERMINATION LOCATION. THE OUTLET OF EXHAUST EQUIPMENT SERVING TYPE I HOODS SHALL BE IN ACCORDANCE WITH SECTION 506.3.12. EXCEPTION: THE MINIMUM HORIZONTAL DISTANCE BETWEEN VERTICAL DISCHARGE FANS AND PARAPET -TYPE BUILDING STRUCTURES SHALL BE 2 FEET (610 MM) PROVIDED THAT SUCH STRUCTURES ARE NOT HIGHER THAN THE TOP OF THE FAN DISCHARGE OPENING. SHELL AND CORE INSTALLATION SHEETMETAL CURB CAP WITH R-7 INSULATION SHEET METAL ROOF CURB, LEVELED AND TEMPORARY CAP FASTENED TO ROOF DECK BY G.C. ROOF DECK (WOOD OR CONCRETE) I , . -, " .* . . A 1111� . ' . * 14 1 AIR SPACE WELDED GREASE DUCT 3" MINMUM CORRESPONDING ACCESS DOOR IN SHAFT RATED DUCT ENCLOSURE WALL FOR DUCT CLEAN (EXTEND TO TOP OF ROOF CURB) AD OUT AND INSPECTION (BY OTHERS) RATED ACCESS DOOR AT EVERY CHANGE OF DUCT DIRECTION (PER CODE) TA D EVERY FLOOR FOR RISERS ANGLE ENCLOSURE, NO SCREWS INTO DUCT I I I I SHEET METAL TEMPORARY CAP SHEET METAL TEMPORARY CAP DnEE 1 ME I ML WKD CAP "I I n K-/ INSULATION ROOF CURB, LEVELED AND FASTENED TO ROOF DECK BY G.C. ROOF DECK (WOOD OR CONCRETE) StUdl OMENG STRAZZARA ARCHITICTURE 'L�,NN'N' CONSULTING 2001 WESTERN AVE SUITE 200 S WA USA 98101 11 U U. [lid 111U FI EUDI U 'IND Slii Ago"' Engineering- Essentials -Delivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 BUILDING PERMIT CORRECTIONS #1 6/20/2017 CLIENT/OWNER I F 11mlestgatel'illage LLC MEN 10032 EDMONDS WAY EDMONDS, WA, 98020 TITLE � STAMP � FOR REFERENCE ONLY Mo ��� 15311� ISSUED FOR: PRE -APPLICATION SUBMITTAL ADB SUBMITTAL BLDG PERMIT SET PE2 DRAWN BY: AL]i[LEir CHECKED 8112/16 11/22/16 03/17/17 06/20/17 SHEET CONTENT; � MECHANICAL 'WFETAIL - 0 REASE SHEET NUMBER � "I, p in ABBREVIATIONS SCHEMATIC / ONE LINE LIGHTING POWER PROJECT LOCATION WESTGATE EDMONDS A AMPERE 480V P a RECEPTACLE OUTLET: 10032 EDMONDS WAY AC ABOVE COUNTER, ALTERNATING CURRENT �H' TRANSFORMER: VOLTAGES AS NOTED $ WALL SWITCH - SUBSCRIPT INDICATES: SUBSCRIPT NUMBER INDICATES PANEL CIRCUIT NUMBER EDMONDS, WA, 98020 AF AMP FUSE; AMP FRAME qT7Pr) V 208Y/120V S 3 = 3-WAY SUBSCRIPT LETTER INDICATES: AFF ABOVE FINISHED FLOOR PER CODE 4 = 4-WAY WP - WEATHERPROOF AHJ AUTHORITIES HAVING JURISDICTION CURRENT TRANSFORMER WITH METER LV = LOW -VOLTAGE USB - 2-PLUG/2-USB OUTLET AIC AMPERE INTERRUPTING CURRENT ENCLOSURE (METER PROVIDED BY UTILITY NS = NIGHT SETBACK GFCI FOURPLEX RECEPTACLE AL ALUMINUM UNO) a = LOWERCASE LETTERS INDICATES AS AMP SWITCH EMBEDDED DIGITAL METER PROVIDED SWITCHING GROUP DESIGNATION GFCI DUPLEX RECEPTACLE AT AMP TRIP T = TIMER ATS AUTOMATIC TRANSFER SWITCH BY CONTRACTOR OS = OCCUPANCY SENSOR FOURPLEX RECEPTACLE AV AUDIO VISUAL 400AF CIRCUIT BREAKER (3 POLE UON) a Al��_ DIMMER SWITCH C CONDUIT; DEGREES CELSIUS 14-00 FRAME SIZE 0 DUPLEX RECEPTACLE CAT CATEGORY TRIP UNIT MDS DAYLIGHT SENSOR CCTV CLOSED CIRCUIT TELEVISION DUPLEX RECEPTACLE - HALF SWITCH CU COPPER EXOTHERMIC WELD OCCUPANCY SENSOR, CEILING MOUNTED CEILING DUPLEX RECEPTACLE DWG DRAWING (E) EXISTING GROUND CONNECTION OCCUPANCY SENSOR, WALL MOUNTED ABOVE COUNTER FOURPLEX RECEPTACLE EC ELECTRICAL CONTRACTOR, END CAP EF EXHAUST FAN Fl FLUORESCENT LIGHT FIXTURE SIZES VARY. REFER TO FIXTURE TYPE. ABOVE COUNTER DUPLEX RECEPTACLE ELEC ELECTRICAL GROUND ROD I EPO EMERGENCY POWER OFF 6a,b TYPICAL ALL FIXTURES: qp DUPLEX RECEPTACLE ON EMERGENCY CIRCUIT EQ, EQUIP EQUIPMENT ADJACENT NUMBER INDICATES CIRCUIT GROUPING QUADPLEX RECEPTACLE ON EMERGENCY CIRCUIT EWC ELECTRIC WATER COOLER 50A FUSE, SIZE AS INDICATED LOWER CASE LETTER INDICATES SWITCHING GROUP It EWH ELECTRIC WATER HEATER FLUORESCENT FIXTURE ON EMERGENCY CIRCUIT FA FIRE ALARM SWITCH, SIZE AS INDICATED SIZES VARY. REFER TO FIXTURE TYPE. &04 POKE-THRU, DEVICES AS INDICATED FAAP FIRE ALARM ANNUNCIATOR PANEL F F - FLUSH MOUNTED FACP FIRE ALARM CONTROL PANEL GROUND FAULT WALL -MOUNTED FLUORESCENT FIXTURE FBO FURNISHED BY OWNER SIZE VARIES, REFER TO FIXTURE TYPE. r-r)Tr r-HDKlTCWr:n QV rMAMPID TKICTAI I PrIl QV rr)rxlTDAr-rr)D GENERATOR 7FR-69 FLOOR BOX DEVICES AS INDICATED I F r\V-J I LV 1-M I i V 1 '41 FOIO FURNISHED BY OWNER INSTALLED BY OWNER SHUNT TRIP WALL -MOUNTED FLUORESCENT FIXTURE ON EMERGENCY CIRCUIT EQUIPMENT CONNECTION FSD FIRE SMOKE DAMPER SIZE VARIES, REFER TO FIXTURE TYPE. FT FOOT; FEET o STRIP FLUORESCENT FIXTURE SPECIAL PURPOSE RECEPTACLEf LOCATION SITE MAP Gf GND GROUND TRANSFER SWITCH SIZE VARIESf REFER TO FIXTURE TYPE. 30A DEVICE RATING AS SHOWN SCALE: NOT TO SCALE GC GENERAL CONTRACTOR D GFI GROUND FAULT INTERRUPTER STRIP FLUORESCENT FIXTURE ON EMERGENCY CIRCUIT ]-BOX GFCI GROUND FAULT CIRCUIT INTERRUPTER SIZE VARIESf REFER TO FIXTURE TYPE. HP HORSE POWER GENERIC EY NON -FUSED DISCONNECT IBC INTERNATIONAL BUILDING CODE xxx-xx-xx EQUIPMENT TAG f 0 DOWNLIGHT FIXTURE 30A SIZE AS INDICATED IB JUNCTION BOX kVA KILOVOLT AMPERE FLAG NOTE WALL WASH FIXTURE FUSED DISCONNECT R EMMA L DR4 WrNG MDEX KW KILOWATT oj KCMIL THOUSAND CIRCULAR MILS DOWNLIGHT ON EMERGENCY CIRCUIT 4 AMP FUSE SIZE (40 AF) SHEET SHEET TITLE SHEET SCALE SD SET LCP LIGHTING CONTROL PANEL DETAIL / PLAN IDENTIFIER %0- AMP SWITCH SIZE (60 AS) NUMBER LTG LIGHTING B f E) STEP LIGHTS 318/2017 LF LINEAL FOOT s MOTOR STARTER MAX MAXIMUM REVISION CALLOUT 'K7 S7 S7 TRACK LIGHTING, LENGTH AS INDICATED NJ COMBINATION MOTOR STARTER - EOOO ELECTRICAL LEGENDS AND ABBREVIATIONS NTS x MCB MAIN CIRCUIT BREAKER DISCONNECT SWITCH MDP MAIN DISTRIBUTION PANEL PENDANT LIGHT E010 ELECTRICAL RISER DIAGRAM NTS x MIN MINIMUM FEEDER TAG Ep SHUNT TRIP CIRCUIT BREAKER E050 ELECTRICAL MEP SCHEDULE NTS x MLO MAIN LUGS ONLY WALL SCONCE E100 ELECTRICAL P&LV PLAN - SITE 1/32" 1'-0" x MSB MAIN SWITCHBOARD MISCELLANEOUS MOTOR CONNECTION MTD MOUNTED __o. E200 ELECTRICAL P&LV PLAN - PARKING 1 1/8" V-0" x N NEUTRAL KEY PAD Iml ILLUMINATED EXIT SIGN - FACES & DIRECTION OF ALL ARROWS MOTOR CONNECTION - 3 PHASE E201 ELECTRICAL P&LV PLAN - LEVEL 1 1/8" l'-O" x (N) NEW 10 AS SHOWNf WHERE INDICATED E202 ELECTRICAL P&LV PLAN - LEVEL 2 1/8" l'-O" x NEC NATIONAL ELECTRICAL CODE b PUSH BUTTON DOOR OPERATOR E205 ELECTRICAL P&LV PLAN - ROOF 1/8" l'-O" x NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION 480Y/277V ELECTRICAL PANEL NL NIGHT LIGHT FED EMERGENCY POWER OFF SWITCH E400 ENLARGED UNIT PLANS 1/4" = l'-O" x NTS NOT TO SCALE H3 CLOCK 208Y/120V ELECTRICAL PANEL E500 ENLARGED ELECTRICAL ROOMS 1/4" = V-0" x oc ON CENTER FIRE ALARM OH OVERHEAD LINE EQUIPMENT AS NOTED RESIDENTIAL PANEL Cls OCCUPANCY SENSOR CLIG WALL PIV POST INDICATOR VALVE MTD MTD QTY QUANTITY El MANUAL PULL STATION PANEL, TYPE AS NOTED REV REVISION ECP - ELEVATOR CONTROL PANEL SCL SEATTLE CITY LIGHT Eg DOOR HOLDER - CLOSER (D ML FIRE ALARM STROBE LCP - LIGHTING CONTROL PANEL SF SQUARE FOOT, SUPPLY FAN MDR DOOR RELEASE SMR SURFACE METAL RACEWAY Ell FIRE ALARM SPEAKER/STROBE SURFACE MOUNTED RACEWAY WITH DEVICE AS SPEC SPECIFICATION SHOWN, OR WITH SPACING INDICATED TBB TELECOMMUNICATIONS BACKBOARD ol FIRE ALARM SPEAKER ONLY TBD TO BE DETERMINED DOOR CONTACT TYP TYPICAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE FOR EXISTING CONSTRUCTION: rMAR-Al FIRE ALARM REMOTE ANNUNCIATOR OUTLET MOUNTING HEIGHTS V VOLTS VAV VARIABLE AIR VOLUME EXISTING DEMO NEW DESCRIPTION VFD VARIABLE FREQUENCY DRIVE FF-AC-P-1 FIRE ALARM CONTROL PANEL SPECIAL OUTLET HEIGHTS ARE SHOWN ON THE ELECTRICAL DRAWINGS OR ON W WATT; WIRE DUPLEX RECEPTACLE THE ARCHITECTURAL DRAWINGS. IF SPECIAL OUTLET HEIGHTS ARE NOT SHOWN WP WEATHERPROOF FIRE ALARM SMOKE DETECTOR OR REQUIRED, LOCATE OUTLETS AS NOTED BELOW. OUTLET HEIGHTS ARE XFMR TRANSFORMER MEASURED FROM THE CENTERLINE OF THE OUTLET TO THE FINISHED FLOOR, UNO. Y WYE FIRE ALARM SMOKE DUCT DETECTOR ALL DEVICE LOCATIONS TO MEET ADA REACH RANGE REQUIREMENTS. DATA COMMUNICATION RESIDENTIAL COMBINATION SMOKE ALARM/ CO DETECTOR RECEPTACLES +18 INCHES VERTICAL GROUNDING BROADBAND COAX OUTLET W/ (1) RG-6 CABLE R FIRE ALARM HEAT DETECTOR LIGHT SWITCHES +48 INCHES SET VERTICAL UNIT PANEL BOARDS +4 FEET TO THE HIGHEST CIRCUIT BREAKER ON PANEL G GROUND CABLE VW WALL PHONE OUTLETf MOUNT AT +48", W/(l) COMBINATION SMOKE/FIRE DAMPER ADA PANEL BOARDS +4 FEET TO THE HIGHEST CIRCUIT BREAKER ON PANEL CAT5E CABLE TELECOM OUTLET -DESK +18 INCHES VERTICAL GROUND PIGTAIL ITX TELECOM OUTLET FIRE KNOX BOX TELECOM OUTLET -WALL +18 INCHES VERTICAL WELDED GROUND CONNECTION SUBSCRIPT INDICATES: MANUAL STATION +48 INCHES VERTICAL X - QTY OF CAT 5E CABLES; (1) CAT 5E TAMPER SWITCH GROUND ROD CABLE UON FIRE ALARM +6 FEET TO TOP WAP - WIRELESS ACCESS POINT; (1) CAT 5E 0 FLOW SWITCH CONTROL PANEL CAMERA CABLE UON VALVE FIRE ALARM VISUAL +80 INCHES OR 6 INCHES BELOW WIRING (D ALARM LIGHT CEILING, WHICHEVER IS LOWER CONDUIT, EXPOSED OR CONCEALED CARD READER S MAGNETIC DOOR HOLD OPEN FIRE ALARM SPEAKER +80 INCHES OR 6 INCHES BELOW HORNf CHIME CEILINGf WHICHEVER IS LOWER CONDUIT (UNDERGROUND) mic INTERCOM STATION TO CONCIERGE Eg DOOR HOLDER - CLOSER MDR DOOR RELEASE W CONDUIT OR CABLE DOWN INTERCOM STATION - FOR TWO-WAY COMM PER SBC. LOCATE IN ALL ELEVATOR LOBBIES AND EVERY 5TH G TAMPER SWITCH CONDUIT OR CABLE UP FLOOR IN STAIRWELLS. 41 ALARM SWITCH 3 CABLE CAPPED COMMUNICATIONS BACKBOARD FLOW SWITCH CONDUIT CONTINUATION/BREAK BACKBOARD LENGTH AS INDICATED *Iii �' HOME RUN ED RADIO READER; CONFIRM REQUIREMENTS WITH PRESSURE SWITCH INDICATES PHASE CONDUCTORS SECURITY VENDOR VALVE INDICATES NEUTRAL aD SB INDICATES GROUND ral SMART BOX (APARTMENT DISTRIBUTION INDICATES ISOLATED GROUND FRAME) WITH RECEPTACLE FEEDER DESIGNATIONS: 2"C, 3#1/0, 1#2 GND T GROUND CONDUCTOR QTY & SIZE PHASE CONDUCTOR QTY & SIZE CONDUIT SIZE QTY RUNS stud'OMENG STRAZZARA ARCHITECTURE PLANN�NG CONSULT NG 2001 WESTERN AVE SUITE 200 S I 1'_JDL:LEL, WA USA 98101 206 587 3797 =1 2065870588 [IF] F1 . FfA FTF1 1� FE ............. 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 SCHEMATIC DESIGN 3/8/2017 CLIENT/OWNER I Tlestgate Tillagz LLC TITLE � fe a 1 4 a i OR$ 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP � PROJECT NUMBER 15311 ISSUED FOR: PRE -APPLICATION SUBMITTAL 8112/16 ADB SUBMITTAL 11/22/16 APPROVAL BY: DRAWN BY: AaEi_r CHECKED B"CLILI-LI r SHEET CONTENTS ELECTRICAL LEI] ENDS AND ABBREVIATIONS SHEET NUMBER 000 StUdl OMENG STRAZZARA FLAG NOTES: [�� PROVIDE SNOPUD METER PER SNOPUD STANDARDS. >_ RETAIL METER STACK WITH (3) 200A METERS AND (3) 100A SPARES. FEEDER FROM LR-1 TO ELEVATOR CONTROL ROOM TO BE IN 2-HR RATED ENCLOSURE. PROVIDE 4" CONDUIT STUB -OUTS TO EACH RETAIL SPACE IN LIKELY PANEL LOCATION FROM RETAIL SWITCHBOARD. PROVIDE 2" CONDUIT STUB -OUTS FROM MPOE ROOM TO EACH RETAIL SPACE. PROVIDE 200A PANEL FOR (7) EV CHARGING LOCATIONS. SEE EVC CALCULATIONS ON SHEET E201. PROVIDE SPACE IN MAIN ELECTRICAL ROOM FOR FUTURE EV CHARGING CAPACITY FOR (27) STALLS. SEE EVC CALCULATIONS ON SHEET E201. ROOF ROOF ARCHITICTURE 'L�'NN'N' CONSULTING 2001 WESTERN AVE SUITE 200 S WA USA 98101 11 Ll U. Llid HiLl FI EUDI 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 CLIENT/OWNER I F Imlestgatel'illage LLC TITLE I 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP � RE %I w NJ "A I 15311 � ISSUED FOR: PRE -APPLICATION SUBMITTAL 8112/16 I&I"ALitilm NJ 11, DRAWN BY: AL]i[LEir CHECKED 11/22/16 10-7 03/171 oll I 06/20/17 SHEET CONTENTS I INU "A"M a a 9Nam m AMR SHEET NUMBER I x"lil Subject: DIVISION 23 EQUIPMENT Equip. No. Standby Power STARTER DISCONNECT General Comments 2 Service/Description Location MOTOR LOAD OC PROTECT FEEDER qKW TYPE FURNISHED BY TYPE FURNISHED BY Quantity Voltage Phase HP KVA I AMPS IFRAMEI TRIP C IWIRE MCA I TOTAL 23 1 26 23 1 26 208V 3 PHASE SECTION FANS FN-P1-3 EXHAUST FAN LEVEL P1 1 208 3 1 1.7 1 4.6 1 30 1 15 1 1/211 13 #12 & 1#12G 1.66 N VFD X NONFUSED X ROOFTOP UNITS RTU-R-1 CORRIDOR SUPPLY ROOF 1 208 3 30 15 1/211 3 #12 & 1#12G 9.7 3.49 N FUSED X RTU-R-2 CORRIDOR SUPPLY ROOF 1 208 3 30 15 1/211 3 #12 & 1#12G 9.7 3.49 N FUSED X RTU-R-3 LOUNGE CONDITIONING ROOF 1 208 3 30 20 1/211 3 #12 & 1#12G 16.8 6.05 N FUSED X RTU-R-4 71�NESS CONDITIONING ROOFq 1 208 3 T T7 i i 30 1 30 1 1/211 13 #10 & 1#10G 22.5 8.10 N FUSED X 208V 1 PHASE SECTION ELECTRIC MAKEUP AIR UNITS EMAU-1-1 __F FELECTRIC MAKEUP AIR UNITS F 1 1 208 1 1 1 30 30 1/2 11 12#10 &1#10G 120.7 1 4.30 1 N I FUSED _F_ I X I ELECTRIC HEATERS EH-P1-1 ELECTRIC CABINET HEATER LEVEL P1 1 208 1 14.42 30 20 1/211 2 #12 & 1#12G - 3.00 N FUSED X EH-P1-2 ELECTRIC CABINET HEATER LEVEL P1 1 208 1 14.42 30 20 1/211 2 #12 & 1#12G - 3.00 N FUSED X EH-P1-3 UNIT HEATER LEVEL P1 1 208 1 13.70 30 20 1/211 2 #12 & 1#12G - 2.85 N FUSED X EH-P1-4 UNIT HEATER LEVEL P1 1 208 1 13.70 30 20 1/211 2 #12 & 1#12G - 2.85 N FUSED X EH-1-1 ELECTRIC CABINET HEATER LEVEL1 1 208 1 14.42 30 20 1/2 2 #12 & 1#12G - 3.00 N FUSED X EH-1-2 ELECTRIC CABINET HEATER LEVEL1 1 208 1 14.42 30 20 1/211 2 #12 & 1#12G - 3.00 N FUSED X EH-1-3 ELECTRIC CABINET HEATER LEVEL1 1 208 1 14.42 30 20 1/211 2 #12 & 1#1?G - 3.00 N FUSED X EH-RET-X RETAIL FREEZE PROTECTION LEVEL1 1 208 1 13.70 30 20 1/211 2 #12 & 1#12G - 2.85 N FUSED X SPLITSYSTEMS FCU-1-1 SPLIT SYSTEM FAN COIL LEVEL1 1 208 1 30 15 1/211 2 #12 & 1#12G N FUSED X POWERED FROM OUTDOOR UNIT CU-1-1 HEAT PUMP LEVEL1 1 208 1 30 30 1/211 2#10 &1#10G 24.5 5.10 N FUSED X FCU-1-2 SPLIT SYSTEM FAN COIL LEVEL1 1 208 1 30 15 1/211 2 #12 & 1#12G N FUSED X POWERED FROM OUTDOOR UNIT CU-1-2 HEAT PUMP LEVEL1 1 208 1 30 30 1/211 2#10 &1#10G 24.5 5.10 N FUSED X FCU-P1-1 SPLIT SYSTEM FAN COIL LEVEL1 1 208 1 30 15 1/211 2 #12 & 1#12G N FUSED X POWERED FROM OUTDOOR UNIT CU_P1_1 _F HEAT PUMP 77 LEVEL1 1 208 1 1 30 30 1/27-- F2#10 &1#10G 18.1 3.76 N FUSED X 120V 1 PHASE SECTION FANS FN-P1-1 TRANFER FAN LEVEL P1 1 120 1 1/6 0.37 3.1 30 15 1/211 2 #12 & 1#12G - 0.37 N MRSS X M RSS X FN-P1-2 TRANFER FAN LEVEL P1 1 120 1 1/6 0.37 3.1 30 15 1/211 2 #12 & 1#12G - 0.37 N MRSS X M RSS X FN-1-1 EXHAUST FAN LEVEL 1 1 120 1 1 1.75 14.5 30 30 1/2 2 #12 & 1#12G - 1.75 N MRSS X M RSS X FN-1-2 TRANFER FAN LEVEL1 1 120 1 1 1 1 1.75 145 30 30 1 1/2"1 2 #12 & 1#12G - 1.75 N M RSS X M RSS X FN-R-1 EXHAUSTFAN ROOF 1 120 1 1/2 0.91 7.6 30 15 1/211 2 #12 & 1#12G - 0.91 N M RSS X M RSS X FIRE SMOKE DAMPERS FSD-X-1 FIRE SMOKE DAMPER PER PLANS PER PLANS 120 1 30 15 1/211 2 #12 & 1#12G - 0.18 N X X FSD-X-2,3 FIRE SMOKE DAMPER PER PLANS PER PLANS 120 1 30 15 1/211 2 #12 & 1#12G - 0.18 N X X RESIDENTIAL HVAC SYSTEMS FN-RES-WH WHOLE HOUSE FAN SEE PLANS PER PLANS 120 1 1/6 0.37 3.1 30 15 1/211 2 #12 & 1#12G - 0.37 MRSS X M RSS X SEE MECHANICAL PLANS FOR LOCATIONS FN-RES-B BATHROOM FAN SEE PLANS PER PLANS 120 1 1/6 0.37 3.1 30 15 1/211 2 #12 & 1#12G - 0.37 MRSS X M RSS X SEE MECHANICAL PLANS FOR LOCATIONS EF-RES-L LAUNDRY FAN SEE PLANS PER PLANS 120 1 1/6 0.37 3.1 30 15 1/2 2 #12 & 1#12G - 0.37 MRSS X M RSS X SEE MECHANICAL PLANS FOR LOCATIONS EH-RES-L MALL HEATER SEE PLANS PER PLANS 208 1 - 30 20 1/211 2 #12 & 1#12G - FUSED X SEE MECHANICAL PLANS FOR LOCATIONS EH-RES-B BASEBOARD HEATER SEE PLANS I PER PLANS 208 1 30 20 1/21�__r2 #12 & 1#12G FUSED I X __rSEE MECHANICAL PLANS FOR LOCATIONS -DIVISION 23 TOTAL HOUSE LOAD 1 70.10 Subject: I DIVISION 22 EQUIPMENT Equip. No. Standby Power STARTER DISCONNECT General Comments Service/Description Location MOTOR LOAD OC PROTECT FEEDER TYPE FURNISHED BY TYPE FURNISHED BY Quantity Voltag phase HP KVA AMPS FRAME TRIP C IWIRE MCA TOTAL KW 22 26 22 26 208V 3 PHASE SECTION ELECTRIC WATER HEATERS SP_P1_1 GARAGE DRAINAGE SUMP PUMPS LEVEL P1 1 208 3 1 1.7 4.6 30 15 1/211 3 #12 & 1#12G - 1.66 N MAG - X FUSED - X SP-Pl-2 GARAGE DRAINAGE SUMP PUMPS LEVEL P1 1 208 3 1 1.7 4.6 30 15 1/211 3 #12 & 1#12G - 1.66 N MAG - X FUSED - X SP-Pl-3 FOUNDATION DRAINAGE SUMP PUMP LEVEL Pi 1 208 3 1 1.7 4.6 30 15 1/21f 3 #12 & 1#12G - 1.66 N MAG - X FUSED - X SP-Pl-4 FOUNDATION DRAINAGE SUMP PUMP LEVEL Pi 1 208 3 1 1.7 4.6 1 30 1 15 1 1/211 13 #12 & 1#12G - 1.66 N MAG - X FUSED - X CP_P1_1 DOMESTIC HW CIRC PUMP LEVEL P1 1 208 3 1 1.7 4.6 30 1 15 1 1/2111 13 #12 & 1#12G 1.66 N MAG - X FUSED X 120V 1 PHASE SECTION PUMPS DWH-Pl-1/2/3 DOMESTIC HW CIRC PUMP ROOF 1 120 1 1/2 0.91 9.8 30 15 1/2 If 2 #12 & 1#12G 0.91 N M RSS X M RSS X CONFIRM LOAD WITH PLUMBING HT HEAT TRACE PER PLANS 120 1 30 20 1/211 2 #12 & 1#12G N X stud'OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S I ]LILILEL, WA USA 98101 11 F1 Fl. FfA FTF1 E FUI 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F (206) 285-7111 SCHEMATIC DESIGN 3/8/2017 CLIENT/OWNER I Tfestgate Tillagz LLC TITLE � 10032 EDMONDS WAY EDMONDS, WA, 98020 ISSUED FOR: STAMP � RMWNW.'"ka 15311 � 8112/16 11/22/16 UT5 aj _06MAT "o, DRAWN BY: ALiLEi-r CHECKED B'CLILLD r SHEET CONTENTS � A I W" 1 1001 "Al SHEET NUMBER � 11;111 stud'OMENG STRAZZARA ARCHITECTURE 'L""NN'NG CONSULTING 2001 WESTERN AVE SUITE 200 S I ]LILILEL, WA USA 98101 206 587 3797 Em, 2065870588 11 F1 Fl. FfA FTF1 E FUI R ' ING U SIT Engineering- Essentials -Delivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F (206) 285-7111 SCHEMATIC DESIGN 3/8/2017 CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 TITLE STAMP 2=51111E.Irkm PROJECT NUMBER 15311 ISSUED FOR: DATE: PRE -APPLICATION SUBMITTAL 8112/16 ADB SUBMITTAL 11 /22/16 APPROVAL BY: DRAWN BY: ALiLEi-r CHECKED B'CLILLD r SHEET CONTENTS ARM"11001 "Al ELECTRICAL P&LV PLAN - SITE 1/3211 = 1 1-011 F " 4] 4!* SHEET NUMBER 100 GENERAL NOTES: IRE 156 AM, WP c c ABI c fal I m EIV IF] 131FORAGE P1 0"Z il P1 PARKING 13 WP "F] nm# LOBBY CTRL, 15 1 ml, a m STAIR U"1111XI y ZL I D I `J _3 �,,, H � ",_­ L 1\i E, 1­ \ n V 1. PROVIDE CONDUIT AND WIRE OR MC CABLE FOR CIRCUITING SHOWN OR IMPLIED, (3) #12 AWG, LION. 2. FA DEVICES SHOWN FOR DESIGN INTENT. FINAL LAYOUT TO BE COMPLETED BY FA SUBCONTRACTOR. 3. ALL DEVICES IN AMENITY SPACES TO BE COORDINATED AND CONFIRMED WITH ARCHITECT, INTERIORS, AND OWNER. muguffin PROVIDE GFCI RECEPTACLE AND WALL -MOUNTED LIGHTING IN ELEVATOR PIT AND AT TOP OF HOISTWAY AS REQUIRED BY CODE. SEE ENLARGED PLANS. F-2��, PROVIDE CARD READERS AT ELEVATOR CALL BUTTONS. stud' OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S WA USA 98101 206 587 3797 1,111] 2065870588 11 Ll U. [lid 111LI FI EU 1990111k RUSIiiIND Engineering- Essentials -Delivery 1725 WE TLAKE AVE N, UITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 BUILDING PERMIT CORRECTIONS #1 6/20/2017 CLIENT/OWNER I F 11mlestgatel'illage LLC TITLE � 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP � RE % a NJ "A I PROJECT NUMBER 15311 ISSUED FOR: PRE -APPLICATION SUBMITTAL 8112/16 AD13 SUBMITTAL 11/22/16 BLDG PERMIT SET 03/17/17 kBLDG PERMIT CORRECTIONS #1 06/20/17 APPROVAL BY: DRAWN BY: AL]i[LEir CHECKED B'CE-IFILLEr SHEET CONTENTS AL P&LV PLAN - PARKINE 1 ELECTRICAL P&LV PLAN - PARKINF] 1 1/811 = 1 1-011 SHEET NUMBER 200 3 I --- Jifl Ail, ........... .... . ... .... .... ..... ------------------- --- - ------------- ......................... 11 19 3 mo 5 a 19 ��,'RASH 57 7 3 _r] CONDUIT TO LEVELS 3&4 - RETAIL#1 PASSAGE A 1-1 1 MAIN E L E T 1",Z, I C A L AM TELECOM PATHWAY FROM TELECOM MPOE TO TELECOM 7 ROOMS ABOVE 7 7 7 o, 'J'o;, 00 loq EN RY 1 0 B Y VEST, SURFACE PARKfNG ON GRADE o `%,s --------------------------- hli "')PET PARKING ---------------------- Au _E WALL RE R -]_R-111, �'­T­­ VESI", r \7 /2 " r GENERAL NOTES: 1. PROVIDE CONDUIT AND WIRE OR MC CABLE FOR CIRCUITING SHOWN OR IMPLIED, (3) #12 AWG, LION. 2. FA DEVICES SHOWN FOR DESIGN INTENT. FINAL LAYOUT TO BE COMPLETED BY FA SUBCONTRACTOR. 3. ALL DEVICES IN AMENITY SPACES TO BE COORDINATED AND CONFIRMED WITH ARCHITECT, INTERIORS, AND OWNER. FLAG NOTES: PROVIDE TELEPHONE ENTRY PANEL, DATA & 120V ELECTRICAL CONNECTION TO DEVICE. PROVIDE CARD READERS AT ELEVATOR CALL BUTTONS. JUNCTION BOX WITH WEATHER-PROOF COVER TO BE MOUNTED IN METAL FRAMING ABOVE ENTRYWAY FOR FUTURE SIGNAGE. PROVIDE CONDUIT AND PULL STRING FROM JUNCTION BOX TO LIKELY RETAIL PANEL LOCATION FOR LATER . . ..... . 111UNPIr-k- 1 11JIN I u ur-ult-A 1 r-u um.,ul Io. . ..... ... . JUNCTION BOX WITH WEATHER-PROOF COVER TO BE . ... .... . .... .. MOUNTED IN METAL FRAMING ABOVE ENTRYWAY FOR FUTURE . . ... ..... SIGNAGE. PROVIDE CONDUIT AND PULL STRING FROM ...... ...... JUNCTION BOX TO MAIN ELECTRICAL ROOM FOR LATER .......... CONNECTION TO DEDICATED CIRCUITS. PROVIDE CONNECTION TO TRASH COMPACTOR. ELECTRICAL REQUIREMENTS NOT KNOWN AT THIS TIME. ASSUME 5 HP. REFER TO DIVISION 26 AND 27 NARRATIVES FOR ANTICIPATED ELECTRICAL REQUIREMENTS IN AMENITY SPACE. 7 PROVIDE 40A 208V WP RECEPTACLE FOR (7) EV CHARGERS PER WASHINGTON STATE REQUIREMENTS FOR 5% OF 133 PARKING -1. STALLS. CIRCUIT TO PANEL EV stud' OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S WA USA 98101 206 587 3797 1,111] 2065870588 11 Ll L1. [Jid HELI FI ,A- 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 BUILDING PERMIT CORRECTIONS #1 6/20/2017 CLIENT/OWNER Westgate Village LLC ff0j: liff I p't, - R. j. ; 1 1 10032 EDMONDS WAY EDMONDS, WA, 98020 TITLE STAMP Nk%'Wsj "A, . J, PROJECT NUMBER 15311 ISSUED FOR: DATE: PRE -APPLICATION SUBMITTAL 8112/16 AD13 SUBMITTAL 11/22/16 BLDG PERMIT SE 03/17/17 t�BLDG PERMIT CORRECTIONS #1 06/20/17 APPROVAL BY: DRAWN BY: Aaimr CHECKED B'CL__IFILL� SHEET CONTENTS Mox"I W� v I a 610A a ILTA u I LEVEL 1 SHEET NUMBER A 0 0 1&, A*wr& Ar 'M x 'S ZU1 1/811 = 1 1-011 GENEML NOTES: 1. PROVIDE CONDUIT AND WIRE OR MC CABLE FOR CIRCUITING SHOWN OR IMPLIED, (3) #12 AWG, UON. stud'OMENG STRAZZARA 2. FA DEVICES SHOWN FOR DESIGN INTENT. FINAL LAYOUT TO BE COMPLETED BY FA SUBCONTRACTOR. 3. ALL DEVICES IN AMENITY SPACES TO BE COORDINATED AND CONFIRMED WITH ARCHITECT, INTERIORS, AND OWNER. [E� PROVIDE 120V CONNECTION TO TRASH CHUTE INTERLOCK. REFER TO DIVISION 26 AND 27 NARRATIVES FOR ANTICIPATED ELECTRICAL REQUIREMENTS IN AMENITY SPACE. ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S I I'LlElLEL, WA USA 98101 11 F1 1:1. FfA FTF] E FUl 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 CLIENT/OWNER I lFfestgate Tillagz LLC TITLE � q TV . 0 a so 1 0 i OR$ 10032 EDMONDS WAY EDMONDS, WA, 98020 ISSUED FOR: q mill'i'll a I STAMP � 15311� 8112/16 11/22/16 DRAWN BY: ALiLEi-r CHECKED B'CLILLD r SHEET CONTENTS LEVEL 2" ELECTRICAL P&LV PLAN - LEVEL 2 1/811 = 1 1-011 SHEET NUMBER I arloyAA GENEML NOTES: 1. PROVIDE CONDUIT AND WIRE OR MC CABLE FOR CIRCUITING SHOWN OR IMPLIED, (3) #12 AWG, UON. stud'OMENG STRAZZARA 2. FA DEVICES SHOWN FOR DESIGN INTENT. FINAL LAYOUT TO BE COMPLETED BY FA SUBCONTRACTOR. 3. ALL DEVICES IN AMENITY SPACES TO BE COORDINATED AND CONFIRMED WITH ARCHITECT, INTERIORS, AND OWNER. PROVIDE WP RECEPTACLES WITHIN 25' OF ALL ROOFTOP EQUIPMENT. ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S I I'LlElLEL, WA USA 98101 11 F1 Fl. FfA FTFI E FUl .............. . ........ 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 CLIENT/OWNER I lFfestgate Tillagz LLC q TV . 0 a so 1 0 i OR$ 10032 EDMONDS WAY EDMONDS, WA, 98020 ISSUED FOR: q mill'i'll a I DRAWN BY: ALiLEi-r CHECKED B'CLILLD r w TITLE � STAMP � 15311 � 8112/16 11/22/16 SHEET CONTENTS ELECTRICAL P&LV PLAN - ROOF 1/811 = 1 1-011 SHEET NUMBER I ;KIM ....... ........ ........................................................... .......... �� ............... .... .......... ... . ......... ..... . ...... .... ------------------------- aff", WP !!W/D . 3 OA SWISS, . . .............................................................. i ....................... .. . IN0 01i ... ............... . . . .... ..... .. .......................................... NINNIES, ............... - ------------------------- 0101 ell If", -------------- - ON SERIES 1111mooll flo, .......... .......... J . . .......... 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'a . ............ .......... ------------- . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . .......................... "p IN----------------------------------------- -mg, �pj ....... 110 mm, IN IF 10 gg g"l, ff �m [J �'11111111flllllp .. .. I 1 ------------------------- _1 IN I 51111 ENLARGED TYPICAL UNIT PLAN STUDIO ENLARGED TYPICAL UNIT PLAN - ONE BEDROOM ENLARGED TYPICAL UNIT PLAN TWO BEDROOM 202 3 SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" SCALE: 1/4" = 1'41 1. PROVIDE CONDUIT AND WIRE OR MC CABLE FOR CIRCUITING, SHOWN OR IMPILIED; (3)#12 AWG UON. ALL GENERAL LIGHTING & RECEPTACLE CIRCUITS SHALL BE (3) #14 AWG. 2. EC SHALL PROVIDE ENERGY STAR BATHROOM FAN/LIGHT, LAUNDRY EXHAUST FANS, AND WHOLE HOUSE FANS WHERE SHOWN ON MECHANICAL PLANS. ALL SWITCHES BY EC. REFER TO MECHANICAL PLANS, SCHEDULES AND SPECIFICATIONS FOR SIZES & MODEL NUMBERS. WHOLE HOUSE FANS IN BATHROOMS SHALL BE PROVIDED WITH INTEGRAL OCCUPANCY SENSORS, AND (1) SWITCH FOR CONTROL OF THE FAN. WHOLE HOUSE FANS IN LAUNDRY ROOMS SHALL BE PROVIDED WITH INTEGRAL OCCUPANCY SENSORS, AND (1) SWITCH FOR CONTROL OF THE FAN. 4. ELECTRIC BASEBOARDS AND WALL HEATERS SHALL BE LOCATED AT LEAST ONE STUD BAY INBOARD FROM THE EXTERIOR WALL. 5. PROVIDE 3/4"C, 3#10 & 1#10G OR EQUIVALENT MC CABLE TO STACKED W/D RECEPTACLE. 6. PROVIDE 3/4"C, 3#6 & 1#10G OR EQUIVALENT MC CABLE TO RANGE. 7. ALL LIGHT SWITCHES SHOWN NEAR DOORWAYS TO BE LOCATED WITHIN 6" OF EDGE OF DOOR FOR EASE OF USE. COORDINATE ALL LOCATIONS WITH ARCHITECTURAL AND STRUCTURAL TO ENSURE PROPER PLACEMENT OF ALL DEVICES. 9. ALL DEVICES SHALL MEET ADA /ANSI/FHA STANDARDS FOR REACH RANGE AND ACCESSIBILITY. COORDINATE ALL DEVICE LOCATIONS WITH ARCHITECTURAL DRAWINGS. 10. PROVIDE GFCI PROTECTED DEVICES PER NEC 2014 210.8(A)(10) FOR ALL RECEPTACLES INSTALLED IN A LAUNDRY AREA. 11. PROVIDE GFCI PROTECTED DEVICES FOR KITCHEN DISHWASHER PER NEC 2014 210.8(D)(10). 12. PROVIDE ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION PER NEC 2014 210.12(l) - NOW REQUIRED FOR ALL KITCHEN AND LAUNDRY AREAS. 13. RESIDENTIAL UNIT RECEPTACLES - BASELINE APPROACH: PROVIDE RECEPTACLES IN RESIDENTIAL UNITS AS REQUIRED BY NEC SECTION 210.50. RECEPTACLES SHALL BE PROVIDED AT THE FOLLOWING AREAS, BUT NOT ARE LIMITED TO: 13.A. EVERY 12' ON CENTER AND MORE THAN 6' FROM WALL BREAKS IN ALL BEDROOMS AND LIVING AREAS. 13.13. (1) RECEPTACLE IN EVERY HALLWAY LONGER THAN 10. 13.C. (1) DEDICATED LAUNDRY RECEPTACLE. 13.D. (1) RECEPTACLE AT ALL KITCHEN ISLANDS AND PENINSULAR COUNTERTOPS 24" OR GREATER. RECEPTACLE SHALL BE LOCATED NO MORE THAN 12" BELOW THE COUNTERTOP WITH NO MORE THAN A 6" OVERHANG. 13.E. WITHIN TOF EVERY RESTROOM WATER BASIN. EVERY 4' ON CENTER AT KITCHEN COUNTERS FOR ALL COUNTERS THAT ARE 12" OR WIDER. 13.F. ELECTRICAL CONTRACTOR SHALL REFER AND COORDINATE WITH INTERIOR, ARCHITECTURAL AND OTHER DISCIPLINE DRAWINGS WHEN DEVELOPING FINAL DEVICE LAYOUTS PER NEC 210.50. ALL DEVICE LOCATIONS SHOULD BE COORDINATED WITH OTHER EQUIPMENT, POCKET DOORS, WINDOWS AND COLUMN LOCATIONS, AND CONSTRUCTION DETAILS PRIOR TO ROUGHIN. 14. MORE THAN 75% OF THE LAMPS IN HARD -WIRED RESIDENTIAL UNIT LIGHT FIXTURES ARE HIGH EFFICACY (PER THE EXCEPTION TO SEC C405.1). 15. REFER TO DIVISION 26 SPECIFICATIONS FOR LIGHTING CUT SHEET PACKAGE. FLAG NOTFS- RECEPTACLE TO BE MOUNTED IN CASEWORK NO MORE THAN 12" BELOW COUNTERTOP. PROVIDE COUNTER -MOUNTED AIR SWITCH FOR GARBAGE DISPOSAL OPERATION. stud'OMENG STRAZZARA ARCHITECTURE PLANN�NG CONSULT NG 2001 WESTERN AVE SUITE 200 S I ]LILILEL, WA USA 98101 11 F1 Fl. FfA FTF1 E FUI 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 CLIENT/OWNER I Tfestgate Tillagz LLC TITLE I @ TV . 0 a 9�ilysps 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP � =95W.'"ka 15311 � ISSUED FOR: PRE -APPLICATION SUBMITTAL 8112/16 I&IIIamituo DRAWN BY: AaEi_r CHECKED B'CLILLD r 11/22/16 � SHEET CONTENTS I SHEET NUMBER I : el A tell] StUd' OMENG STRAZZARA ARCHITICTURE 'L�'NN'N' CONSULTING 2001 WESTERN AVE SUITE 200 S WA USA 98101 11 Ll U. I,IJ,,d 111LI FI EUDI R U Slii I N Mr's Ago"' Engineering- Essentials -Delivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 CLIENT/OWNER I F lmlestg ate '1111 a g e LLC TITLE � 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP � RE %I V NJ "A I Mo ��� 15311 � ISSUED FOR: PRE -APPLICATION SUBMITTAL AD13 SUBMITTAL BLDG PERMIT SET PE2 DRAWN BY: AL]i[LEir CHECKED 8112/16 11/22/16 03/17/17 06/20/17 SHEET CONTENT; � ImRAO V 01 : I I lioNuf "A I SHEET NUMBER I ;Kill] stud'C'MENG STPIAZZAPA, CZE) C30 C3E::QI Q F—Q Q - CmD 0- 7 �0 CIED 0 0- C30 V ---------------------------- ............................... --0 Cm X", CZED AF CIE) CID 0 CP CP qi) Cip CID CMD m AD C31D 0 ----------------------- CMD C16 Z-- jjj� 00 CP C30 .............. C30 cl;:) CZE) 0 CMID CZIE) CP C3D CP ----------------------------------------------------------------------------------------------------- CP ---------- �7 Z Z/ Lz� /CEO' ......... --------------- -------------------- -------------------- ------------------ - ... ...... . x— X, CZ1D X" 7 x", X1 V/ x� /X ............................ .......................... ............................ .. ........................ . . . . . . . . ......... LIGHTING_ SITE PLAN 71 SCALE: 1/20 1 11-011) E1.00 COPYRIGHT 2017, EMERALD CITY ENGNERS, INC. MLAKI J:\mlts—ull 1W11 WtbltiAlt. tUmums, WAVWT vulwwwwr#W wmla PLANNING CONSULTING WTV Seattle, WA USA 99121 206 597 3797 tel 206 587 0588 fax www.studioms.com rrgv " LMJ Lm J EMERALD CITY ENGINEERS, INC 65065 216th ST. SW, Suite 200 Mountlake Terrace, WA 98043 425-741-1200 tel / 1201 fax CLIENT/OWNER mm.- 15311 WESTGATE, EDMONDS, WA vivg§�.A� �905R,110i ISSUED FOR: 0 03-30-17 STAMF %1w- "m -6 PROJECT NUMBE[-1 .1� 15304.0. DESIGN REVIEW SUBMITTAL SITE REVIEW DRAWN BY: MZ CHECKED BY: AF DATE: glinim, rim =1 SHEET CONTENTS SITE LIGHTING PLAN SHEET NUMBER &I 32 5,0 5,2 3,0 1.9 ZI Z7 za X0 X0 V ze 3.6 4� 4,7 4.6 &2 ��e Xg 3.2 mo za 23 ZI za 4,0 4,3 3.4 2A 2.2 X5 zo 3.6 4,0 3.9 &2 7 V 23 5.1 5.2 2.4 3.2 5.4 5.9 3.1 Z7 W W Z7 X3 2.2 Xg 3.6 4,5 4.2 3.5 Xg X7 X7 X7 zo U M ze X3 1 -0 X7 3.4 &2 4,2 4,9 4.9 *� 4-0 4A 4.1 &3 &7 &5 Z7 1.8 3.4 &0 Z5 Z5 3.4 &3 &3 3.2 1.8 3.6 4.0 4.2 &0 ma -0 &7 4A &0 4.3 1.6 &2\ 4.0 4.5 4.2 3.2 za &0 &3 3.1 ) V 24 2.21.. Z7 1.9 3.4 2.4 4.1 Z6 3.0 X5 PHOTOMETRICS SITF PLAN SCALE: 1/20 )) = 1 )-O)l I E1.01 stud'OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING WTV Seattle, WA USA 99121 206 597 3797 tel 206 587 0588 fax www.studioms.com rm " LMJ Lm J EMERALD CITY ENGINEERS, INC 65065 216th ST. SW, Suite 200 Mountlake Terrace, WA 98043 425-741-1200 tel / 1201 fax CLIENT/OWNER mm.- 15311 WESTGATE, EDMONDS, WA 0 46458 03-30-17 STAMF %1w- "m PROJECT NUMBER 15304.01 ISSUED FOR: DATE: DESIGN REVIEW SUBMITTAL 10.11.16 SITE REVIEW 03.30.17 APPROVALBY: DRAWN BY: MZ CHECKED BY: AF SHEET CONTENTS PHOTOMETRICS 2017, EMERALD CITY ENGNERS, INC. MB=U --- ------ TE; EDRORDS.- SHEET NUMBER El mOl 2 D1 LUMINAIRE SCHEDULE CALLOUT SYMBOL DESCRIPTION LAMP BALLAST MOUNTING MODEL INPUT VOLTS NOTES WATTS Ll SLV LIGHTING IN GROUND (1) 5W LED 2700K ELECTRONIC RECESSED LR1 305-60D-GX53-2700K 5 120V 1 P 2W EXTERIOR AMENITY 0 IN -GROUND L2 TECHILIGHT CHAMELEON LED BULLET (1) 60W LED, 2700K ELECTRONIC GROUND TECHLIGHT GEL-9-1-0-2-5-GNLV60 60 120V 1 P 2W EXTERIOR AMENITY L3 9fl A.N.P. LIGHTING POST -TOP ACORN STREETLAMP LED (1) 31 W LED 4000K ELECTRONIC POLE A.N.P. LF2020-WH-TO31LD4-N-T5-40K-PC-95-41 31 120V 1 P 2W EXTERIOR AMENITY P2 LITHONIA LIGHTING LED STRIP LIGHT (1) 44W LED 3000K ELECTRONIC CEILING LITHONIA VAP-400OLM-PCL-WD-MVOLT-GZ10-30K-80CRI-MS11OXAWL10M 44 120V 1 P 2W PARKING GARAGES/BACK OF HOUSE DSCXAWL P2E LITHONIA LIGHTING LED STRIP LIGHT W/ BACKUP BATTERY (1) 44W LED 3000K ELECTRONIC CEILING LITHONIA 44 120V 1 P 2W PARKING GARAGES/BACK OF HOUSE VAP- 400OLM -PCL-WD-MVOLT-GZ1 0-30K-80CRI-BSL722-MS11 OXAWL1 OM DSCXAWL X1 THERMOPLASTIC LED EXIT SIGN (1) 3W LED ELEC WALL/CEILING DMIF DLED52R 120V 1 P 2W EXIT SIGN W/BATTERY Zi 1-0 LED WALL LUMINAIRE (1) 69W LED 4000K DIMMING WALL LITHONIA: CSXW LED 30C 700 40K T3M MVOLT 69 120V 1 P 2W BUILDING ENTRYS Z2 LED WALL LUMINAIR WITH DOUBLE -SIDED LIGHT OUTPUT, (1) 9.5W LED, 3000K 0-10V DIMMING WALL BEGA-US, 33 341 11.93 120V 1 P 2W RETAIL BUILDING MOUNTED LIGHTING MOUNT VERTICALLY Z3A ED AREA LUMINAIRE, 40 LEDS, MOUNT ON 20' POLE (1) 138W LED, 3000K ELECTRONIC POLE LITHONIA: DSXO LED 40C 1000 30K T5W MVOLT 138 120V 1 P 2W PARKING LOT, MOUNT ON 20' POLE Z3B LED AREA LUMINAIRE, 40 LEDS, MOUNT ON 20' POLE, HOUSE (1) 138W LED, 3000K ELECTRONIC POLE LITHONIA: DSXO LED 40C 1000 30K T5W MVOLT HS 138 120V 1 P 2W PARKING LOT, MOUNT ON 20' POLE 0­0 SIDE SHIELD Z4B KBD8 LED BOLLARD, SYMMETRIC ILLUMINATION (1) 8W LED, 3000K ELECTRONIC BOLLARD LITHONIA: KBD8 LED 12C 530 50K ASY MVOLT 28 120V 1 P 2W PEDESTRIAN PATHWAYS Tyi FROFESSIONAt iii I LcQ Q R. L I Q l-, H 1-4 MCA12L. SPECEFICATION SHEET MODEL 1103 Architectural SeriagIs Ingriound &Well Lights FIXTURE, SPECIFICATI10NST LAMP T111ii mosi", issn"'Ri rroulthroL L44ur"I I"Cooy's'lialle o"arl Isax lurcnioxioll Min eal'argy No (00al"divig 1117- Hallsia. kAKI or rl;cs� r-re'slove 5*,d;rrr,1 lHi 74A, Me. let,,Vp akers,�o-t'-,mlic"In ii, intc-sirati.v jr"� it;ixtseerm, lelcon :pircdf-so Lxieinyrtypi ar, F�'rwc wdh:,­iog NEFLECT049; ordcrsefeat310,,g, Spor: raPc%-,cx!,. reiacharicaPy farionged With wipokited serni s-pic linrv,sh th-or roroon for wfrckff�qlk, cocl hi LY-1 ',a,'aJxH,1'y PACcrJurnOlkici - Paj Owr jw� "ory �si k a r qrdnm rprr, Orm, grrof* cNarp, (rNsTcw1r1"re,! Itsic ivory'ro M", "I"T rwrrdfit hr tr ln� , #r,�Irr i#A Re uph'isivire LIMS COVEPr� 0 5 -mel, a 5 -v 61 u­_ " e -ollcbe� c'uVii ".", I comp', elz,,N� -wevie'tartoli W-w;rq vilass, re inlrairrarl Rd counlexarz i* r,t7tcrd �rcs h woai nq im�,ah a cornpartirmc-git t0liauiona I pre Japford side crrli erdrimt, ar�- tayziiiele la , C io,,Istzr� C, �orxdsod craso�sect., tin gazillici SLrincycind ng igellge ol, kors ise, proredea sbkysar�o r dtxal harctov, ico� dratic icr kymry axam, sound lar eornics; carreeartirrairrut Included. fliciasirg, �*W, IAoA ae�,oi it MI-ico :rv1h,%du6 irl AV661iyos iehl;A &,ociyie Millb.0e,, Airaer ydezearA CaC efloofflifigr ku ?45ysui�4iC F114,45K Ali kofilvin-te,T. ishl, , nkryfirle,,nt �rcvxrfl ANjilari in 13156, Dsok,, firoxtam light Esirrou"_ Vowed*, PuBori Are,01royn-virwyel BoBill IPPAING7 Grarnite, Terra,cwt-m, Pate, r,­Ium:ri- Gircuaira. Voeirci, %cooroal-serad gircire-s, slaraoduor'-d PrGsA#ed wirth HO"t- raced vAnie alksciog vaiath a greeinded 6ad, Irsayd"voriur, -or SoRitill figii :ii-eial, Kailvoit-ry,, abiola laya in ddi �Qrfly ROCKETaLAKA, P H 0 LDF R! 1A LislArA Its Q15 Anad Canairl6len %aboiyz saaluodalva", 'firw lixilk Le11LAW laxstiv,�sii Tor otre-"-e Porrk4x;,% 11-14rolln k-,,W�ac Ak_�) Flikllery �xae,.J scucael valti, fice"-sr" cv,"t W, kin-'r~r, PUL 17;40c Mu-xioc-,,­e -otiroat-s L-r- U-Je­uVr5 tvlolz'aaarl�lrs acirtaot ti al sRk,.y-,ir- �Ali J*kel, v,,v"r1,cx, to Frevript ro,vistoo-wrde-bi-iis iro,,rn ev. s lav�cili - r �G`Lj illor US, ar-al reawlketsr r-,r oary, eeleciromm, -osrsag ed a e arr,ed Pg oackalL undeuvorilte ly Lebtardtoi h,".5. sitarridli Ne a5c relfvlayl: Y usto liar ar7f qAm5t ur-wris 13ALLA91F! hb91P-mrt.wAr (caxsof-e t.ankait i�,Iad d-,f _AJ-F al,k-lirg, 1�%] vicol moaleL,1coi. j, �,r, F,1� Cot eo�lonntw, aiga irm, cked,i,t?oa Ft at 1­1 i ey r. skne, kVN15; ot wo-ill a'. rop�,,afrxi fillaorapter saaklel PW,V('P-(xvff. raltrvl F-o- cia, f-Iryar. and hempnifternt, lei OPM&MIJAIll st ej u r ren_aira-s a r MADE IN U. i c9% Q Qf rortie,.1on for DIMENSIll 26a 5ni I Y%iolProlasn, s ymiri Qvisbatc- Lighr Vi 9 HT,"fv,. rille r Nor rot 51 eknortbi oea%rw zv-.oir wq.;ae" 4�f lirr ii litel org rp T, "irt ,,­vx RQ lnl�con cx, CA 9 30463 - 90y, 5.27, -MY - (,R,DCN T64-VI STA otall r8t 1625 San veya-4 Asalroot - Sifts, xrxkk�, FAX, letcon Gecs'asalrx, floutWilit ­iurroVarleauni asoon W.1- omgamrs, ral,log D-Series a otier Z3A Size 0 LED Area Luminaire Pe ow Z vi K N1 HTWE FRIEND! Introduction cl:*series The modern styling of the D-Series is striking yet unobt-usive - making a bold, progressive - - __ r I Specifications statement even as it blends seamlessly with its H environment. 0.95 ft2 EPA: �.09 mr) 0 The D-Series distills the benefits of the latest in LED 26" W Length: (66.0car, technology into a high performance, high efficacy, L long -life luminaire. The outstanding photometric Width: 13" (33.0mr� performance results in sites with excellent 7" Height: uniformity, greater pole spacing ard lower power (17.8on) density It is ideal for replacing up to 40OW metal Weight 16 Ibis halide with typical energy savings of 65% and (max): (T25kgl DSXO LED EXAMPLE: DSXO LED 40C 1000 40K T3M IVIVOLT SPA DDBXD Shipped included JI 811 01 4!1W-,Z 15M ]a KBD8 LED Catalog Number LED Specification Bollard Notes Type Introduction The KBD8 Bollard is a stylish, fully integrated - LED solution for walkways, It features a sleek, modern design and is carefully engineered to Specifications provide long-lasting, energy -efficient lighting H with a variety of optical and control options for 8" Round (20-c crn) customized performance, Height: 42" With an expected service life of over 20 years of Weight 27lbs nighttime use and up to 70% in energy savings (max): �12255 k9) over comparable 1 OOW metal halide luminaires, _J the KBD8 Bollard is a reliable, low -maintenance ---- lighting solution that produces sites that are exceptionally illuminated, OR ="!= I ........................... EXAMPLE: KBD8 LED 16C 700 40K SYM MVOLT DDBXD 20C 20 LEDs (one engine) 700 700 PIA 40K 4000 K T2S Type 11 short T5M Type V medium 1201 SPA Square pole mounting 101118 ILED 40C 40 I_FDs (two engines) 1000 10OOmA 50K 5000 K T2M Type 11 medium T51A! Type V wide 208' RPA Round BoI2 mounting Rotated optics' (I A) AMBPC Amber T3S Type Ill short BLC Backlight contmJ2 1 2401 WBA Wall bracket 30C 30 LEDs (one engine) phosphor T3M Type Ill medium LCCO Left corner cutoffirl 2771 SPUMBA Square pole universal mounting adaptor 7 converted 1 T4M Type IV medium RCCO Right corner 3471 RPUMBA Round per,, universal mounting adaptor KBD8LED Asymmetric 350 350mA MVOLT Shipped installed DWHXD White TFTM Forward throw cunfic, 4801 Shipped separately 12C 12 i We 450 450nnA" 120' cell, SF Single fuse(120, DNAXD Natural medium Kli DDEF(D U Mast arm mounting bracket adaptor 530 S30mA 208 277,347V� �� alurrunium T5VS Type V very short (specify finish)' Symmetric 700 700rnA AFABPC Amber 240' ing DF Double fuse (208, DDBXD Dark 16C 16 LEDs phosphor driver (no controls) 240V) bronze converted 2775 ELFIN Emeegentfibattery H24 24" overall height DBLXD Black AMBLW Amberlirytto.d 3474 backup" H30 30'overall height Dfr= Textured wavelenglh �4 H36 36" overall height dark bronze FG Ground-oult DBLBXD lextuted Shipped installed PIRHI FC3V Bidevel, motion/ambient sensor, 15-30' Shipped installed DDBXD Dark bronze kestoonoutlet black mounting height, ambient sensor enabled at lkcI1 PER NEMA twist -lock receptacle only (no controls) HS House -side shield" DBLXD Black LAB Vkhthout anther DNATXD Textured BL30 Bi-level switched dimming, 30% 1`11 PER5 Five -wire receptacle only (no controls) 1,11 SF Single fise (120, 277, DNAXD Natural aluminum bolts (3 bolt base) naturai BL50 Bi-level switched dimming, 50% 1�15 347V) r PER7 Seven -wire receptacle only (no controls) 1,11 DWHXD White L/AB4 4 bolt reiroft base aluminum PNMTDD3 Part night, dim till dawn" DF Double fuse (208, 240, Di 0-10V dimming driver (no controls)" DDBTXD Textured dark bronze withOUlanchor bolts DWHGXD Textured PNMT5D3 Part night, dim 5 his 48OV) Di Dimmable End controllable via ROAM' (no controls) DBLBXD Textured black white PNMT6D3 Part night, dim 6 bra L90 Left rotated optics PIR BLIevel, mo.ion/ambient sensor, 8-15'mounting height, ambient sensor enabled at 5fc DNATXD Textured natural PNl Part night, dim 7 bra R90 Right rotated optics PIRFI BLIevel, mccion/ambient sensor, 15-30'mounting height, ambient sensor enabled at 5k: 13 aluminum DDL Diffused drop lens" FAO Field arl oumu DWHUD Troutrod white ---------- ............... --------------------------------------------------------------- Controls & Shields NOTES �� 13 PIR and PIRIFC3Vsoeci�ythe`e_­�­�, control; PIRH and DLL127F1.5r_1 Photocell -SSLtwist-lock N20i 1 30 LEDs (30C option) and rotated options a_90 or R90) only available together. 2 Not available with AMBPC. PIRH1FC3V specify ther", Q�Zl � o-"r control; for details. Dimming driver staidard. Not availaale with PER5 b -v, DLL347F 1.5 Cti Photocell - SSLtwist-lock (347V) 11 3 Only available with 530mA or 701 or PER7. Am' e'ot sensor disabled when ordered with DCR. Separate on/off r� 110 2� DLL48OF 1.5 Cut JU Photocell - SSL twist -lock (4801 11 4 Not available with HS or DDL. required. Not available with PNMT options. 14 Requires an additional switched circuit. 1 2- DSHORT SBK U Shorting cap " - 5 MVOLT driver operates on any line voltage from 120-277V (50/60 1 Specify 1201201 249y or 277V options only when ordering with fusing (SR DF options). 15 Digminrgpdri standard. Mi only. Not available with 347V, 4801 DCR, PER5, 3. 0 DSXOHS 20C U House -side shield for 20 LED unit 6 Not ava iJable with si ngre boa to, 530mA product (20 Z 530 or 30C 530). Not ava ilable with PER T options. Not available with Pa 1 Kay and Pi RH 1 FC3V. N 16 Dimming driver standard. MVOLT only. Not available with 347V, 4801 DCR, PIERS, DSXOHS 30C U House -side shield for 30 LED unit BL30, BL50 or PNMT options, 7 Existing drilled only, Available as a separate combination accessory; for retrofit use PER7, BL30 or BL50. Not ava table with PI R 1 FC3V and PI RH 1 FC3V. Separate on/ DSXOHS 40C U House -side shield for 40 LED unit pole on ly: PU MBA d rish) Lu 1. 5 G vibration I oad rating per ANCI C 136.3 1. off required. 17 Dimming driver standard. Not available with PER5, FER7, DMG, DCR, BL30, 13150, U DSXODDL U Diffused drop lens rolycarbonate) 11 8 Must order fixture with SPA mounting. Must be ordered as = accessory; see Accessories information. For use with 2-3/8" mast arm (not `NMT i PNH, PIR1 FC3V and `IRH1 FC3V. 8 < UMBA DDBXD ry Squareand round pole universal mount- 9 Photocell ordered and shipped as a separate line item from Acuity Brands Contrals. See 18 Not available with BIC, LCCO and IRCCO distribution. Also available as a ing bracket adaptor (specifyfinisn" accessories. separate accessory; see Accessories information. 19 Single fuse (Sla requires 1201 277V or 347V. DDuble fuse (DR) requires 201 MA8 DDBXD U Mast arm mounting bracket adaptor 10 If ROAM" node required, it must be ordered and sh riped as a separate line item from 240V or 480V (Spedfifiniso, Acuity Brands Controls. Not available with DCR. Node with integral dimming. 20 Also available as a separate accessory; see accessories information. DSXOBS U Bird spikes 11 DMG option for 347V or 480V requires 100(1 21 Requires lurninaire to be specified with PER ortion. Ordered and shipped as a 12 Spe-ifies a ROAM"'erabled luminaire with 0-10V dimming capability; PER option required separate line item from Acuity Brands Contra For mcre control options, visor and online. Accitional hardware and services required for ROAstr deployment; must be parch-cl sep�rately. Call 1-800-442-6745 or eni WV,' N/A with PIR options, 22 For retrofit use only. PIERS, PER7, BL30, BL50 or PNMT options. Node v�ithout integral dimirriing. ---------- LIrA15911ii OneLithoniaWay fA ----- - Conyers, Georgia 30012 - Phone: 800.279.8041 ---------------------------------- - --------------- DSX0-LEID Rev. 07/20/16 ­111" L101_1r1)VA7 0 2011-2016 Acuity Brands Lighting, Inc. All rights reserved, Page 1 of 5 1117, EMERALD CITY ENOINEERS, INC. 5-111111 IWI1 1111t5lGil LUMUli WAVIIII UGHIIi MRABU Anchor bolts for KBD8 LED IrIVOMIA LIAGHrlIVO -mow NOTES I Only available in the 12C, ASY version. 2 Only available in the 16C, SYM version. 3 Only available with 450 AMBLW version. 4 Not available with ELCW. 5 MVOLT driver operates on any line voltage from 120-277V l50/60 had. Specify 120, 208, 240 or 277 options only when orderrnq with fusing (SF, DIF options), or photecontral (RE option). 6 Not available with 347V Not available with fusing. Not available with 450 AMBLVa. 7 Single fuse So requires 120, 277, or 347 voltage option. Double fuse fl)F� requires 208 or 240 voltage option. 8 MRAB U not available vath UA134 option. One Lithorna Way Conyers, Georgi a 30012 Phone: 800.279.8041 Fax: 770.918. 1209 0 2012-2014 Acuity Brands Lighting, Inc, All rights reserved. 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Catalog 0FAL1r"0JV1AL101-f7ZJV0" Number "Mum FEATURES & SPECIFICATIONS Notes OF INTENDED USE - Ideal for use in applications where smart, energy -efficient fixtures are desired, Typical Type applications include parking garages, canopies, transportation, schools, hospitals, cold storage and exterior retail environments where moisture or dust is a concern, Polycarbonate enclosure protects fixture while remaining easy to service and clean, CONSTRUCTION - UV -stabilized, injection -molded, impact -resistant, frosted polycarbonate housing with VRS Rough Service Fixture continuous pouredin-place, closed -cell gasket 20-gauge steel channel and channel cover, Aluminum sheet metal board plate for thermal conduction and support, Captive, tamper -resistant, pashicarbonate latches standard (8 Toryi T-20 tamper -resistant screws included). Stainless steel latches also available, Fixture design PASSAGE' allows for approximately 4% uld-fight OPTICS - Utic-stabilbred, injection -molded, impact -resistant, clear transparent and frosted, polycarbonate VAP LED lens with aesthetic rib detail (,080" thick), lafins 5 aluminum reflector used to achieve wide distribution, ELECTRICAL - Utilizes high -output LEDs integrated on a two -layer circuit board, ensuring cool-runifing operation, Electronic LED driver rated for 44 input watts and is standard 0-10V dimming. Integral 6kV/3kA surge protection, tested in accordance to IEEE/ANSI standards. L85 at 60,000 hours. CEILING/ INSTALLATION -Stainlesssteeisurfacespring-mounting brackerhatandard D? included) allowsforceilingor SUSPEND MOUNT ,41 suspended mount, A variety of stainless steel mounting options also available: J-box mounting and mounting brackets for suspension with aircraft cable (cable not included). Optional stainless steel Mooks available for chain hanging (chain not included). Surface conduit entry on each end and on top, For horizontal and vertical mounting on a wall, application must be under a covered ceiling and QMB option recommended, 1/2" - 3/4" KCC When wall mounted the product will berated for damp location only. LISTINGS - CSA (ectified to UL and C-CIL standards, For use in ambient temperatures ranging from -201 01110" N < (-29'0 to 104'F(40'C), VAP LED is wet location listed for covered ceiling applications, IP65 and IP66 rated, VAP LED is NSF Splash Zone rated when suspended or ceiling mounted. When wall mounted the product will be rated for damp location only. DesignLights Consortium' hDFQ qualified product. Not all versions of this product maybe li qualified. Please check the DLC Qualified Products List atwww.desicurflights.org to confirm which versions are qualified. WARRANTY - 5-year limited warranty, Complete warranty terms located at www.acuit brands.com CustomerResource5/Terms and conifitionsuls x Specifications 4 For installed Rough Service Product(s), Acuity warrants that, for the lifetime of the product(s), the - (-r/8 polycarborate lens and/or polycarbonate housing will withstand breakage resulting from occasional physical Length: 54-3/4 (1391) abuseand rough handling (the "Rough Servicealarranty"), notwithstanding the vandalism exclusion setforth Width: 8-1/4 (21a(h atwww,acuitvbrands,com/(ustomerResources/Terms and conditmix 8-1/4 i Note: Actual performance may differ as a result of end -user environment and application. Depth: 4-1/8 (10,5) (21.0� All values are design or typical values, measured under laboratory conditions at 25 oC. Weight: 13,5 Ins, (5.9 kg) All dimensions are shown in inches (centimeters) unless otlierwise noted, Specifications subject to change without notice. Lead times will vary depending on options selected. Consult with your sales representative. Example: VAP 400OLM FST MD MVOLT i 40K 80CRI "P Series Noorktallunifeli Diffuser, 'Distribution, vottlille Delver tolortemperatere CRI VAP 400OLM 4,000 [omens FST Frosted polycarbonate lens MD Medium MVOLT MVOLT GZ10 0-101iffirraming 30K 3000K 80CRI 80CRI 600OLM 6,000 lumens PCL Clear polycarbonate lens WD Wide 120 120V 35K 3500K 90CRI 90CRI 1200OLM 12,000 lumens' 277 277V 40K 4000K 347 347V1 50K 5000K 480 48OVI SF Singlefusel STSL Stainless steel tamper resistant latches MS11OXAWL10M DSCXAWL Xpoint wireless integral motion sensor, On/Off BSL722 Bodine' emergency LED battery pack for 0'C and uai QMB Quick -mount ceiling bracket operation for motion sensing, override Off due to BSL722C Bodine' emergency LED battery pack for-20'C and li CMB Chain -mount suspension bracket daylight' WLF Wet location fitting (two outboard, tri JSB Junction box snap -bracket MS11ONWL Low mount 360 integral motion sensor, wet location, On/Off operation' WLFIN Wet location fitting (two inboard, topjr LSC Lens safety clip MS1102L3VWL Low mount 360 integral motion sensor, wet location, WLFEND Wet location fitting (one eri BID Damp location' High/Low operation (bi-level)' WLFEND2 Wet location fitting (both eri USP Less surge protection device MS11ONWL DSCNWL Low mount 360 integral motion sensor, wet loca- CS89 6'white cord, 16/3, no plug, wet location tion, On/Off operation for motion sensing, override CS88 6' Brad Harrison 16/3 cord and straight blade plug set' Off due to daylight' CS88L12 12'Brad Harrison 16/3 cord and straight blade plug set" XAD XPoint' wireless controller,0-10V dimming" Notes I Notavailable with BSL722 or BSL722C options. 7 5/8'long NPT threaded hub. 2 347V and 480V utilize a step-down transformer, 8 Not available with cord, sensor, or photocell options. VAPSMB Surface staring-Irrount bracket RKI T20BIT Hex base driver bit, Toes Tie. Available 60HZ only, 9 Required when using battery packs or cord sets that VAPQNS Quick -mount ceiling hecket Tamper resistant screws with center 3 For additional options, consult factory. are not rated for wet locations, VAPCMB griet-nnouirt bracket RINT20frof reject pin Torx T20 screwdriver for use with 4 Must specify voltage, 10 Not available with BSU22 and BSU22C option. VAmSS Junction i snap bracket ta mper resistant screws with center 5 Not available with 1200OLM Inman package, 11 Requires CMB (chain mount bra(ked option, HC36 Wire hook and 36" chain set"" J reject pin Maximum ambient temperature 30 C. 12 For stainless steel, specify STS (example: HC36 STS)� 6 Available in 120-277V only. INDUSTRIAll. VAPAED LED Wall Luminaire 4%, Ni Hi FixENDLY Specifications Height: 7-1/8" (292 can Width: 16-3/8" (41.6cm) t:7: I 9-5/16" 1- W D Depth: (23,6 cm) Weight 30 lbs (max): (73�6 k MENEM' 1-3/4" DIA, 0ALIZA&VVIA L1A7Hr11VA7 Ca�atoq Number Notes Type Introduction The Contour-0 Series luminaires offer traditional square dayforms with softened edges for a versatile look that complements many applications. The CSXW LED combines the latest in LED technology with the familiar aesthetic of the Contour" Series for stylish, high-performance illumination that lasts. It is ideal for replacing 100- 40OW metal halide in wall -mounted applications with typical energy savings of 80% and expected service life of over 100,000 hours. CSXWBBW DDBXD U Back box accessory (specifyfinish) CSXWWG U Wire guard accessory use vith One Lithonia Way Conyers, Georgia 30012 Phone: 800.279.8041 Fax: 770.918.1209 0 2012-2016 Acuity Brands Lighting, Inc. All rights reserved. NOTES: 1. IN PARKING AREAS: ALIGN POLES BETWEEN CAR STALLS 2. 24" WHEN WITHIN 5' OF A PARKING SPACE, OTHERWISE 6". 3. WHEN WITHIN POOL AREAS, DEPTH OF BASE TO BE 36" TO BOTTOMSIDE OF POOL DECK. HAND -HOLE BASE PLATE WITH DRY PACK BELOW 1", 45 DEGREE CHAMFER--\ FINISHED GRADE DEPTH: 72!--� 5-#4 REBAR STEEL EQ SPACED WITH 2" CLEARANCE. PROVIDE #4 TIE BARS AT 12" O.C. FULL HEIGHT CONCRETE BASE 1810 SEE FIXTURE SCHEDULE FOR POLE HEIGHT SITE LIGHTING BASE DETAIL SCALE: NONE BXD Dark bronze LXD Black AXD Natural aluminum IHXD White BTXD extu red darkbronze LM extu red black ATXD Textured natural aluminum iHGXD learn red white NOTES 1 Configured with 4000K V40K) provides the shortest lead times. Consult factory for 5000K (/50K) lead times. 2 MVC)LT driver operates on any line voltage from 120- 277V (50/60 Hz). Specify 120, 208, 240 or 277 options p tocontro option. 3 Available with 700 MA options only l30C 700), 4 Also available as a separate accessory; see Accessories information at left. 5 Photocontrol lPIB requires 120, 208, 240, 277 or 347 voltage option. 6 Must be ordered with fixture; cannot be field installed. 7 Single fuse (SB requires 120, 277 or 347 voltage option. Double fuse iDn requires 208, 240 or 480 voltage option. CSXW-LED Rev. 02/22/16 POLE STYLE, DIAMETER AND FINISH PER LUMINAIRE SCHEDULE. a N E lk ROOM M I I JIMSET1 21 9 12 1 W 110 *14 120--112101111110411 V I -ITS] 2 I'D 10 Lem ZI R Uli ;�1111 PVC TO LTG CKT -SCHED 40 PVC, SIZE PER PLANS 24" BURIAL DEPTH MINIMUM. MINIMUM OF 3-#4 TIES ARE REQUIRED A T THE TOP OF THE FOOTING PIER stud'OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING it www.studioms.com EMERALD CITY ENGINEERS, INC 65065 216th ST. Sw, Suite200 Mountlake Terrace, WA 98043 425-741-1200 tel 1201 fax rM CLIENT/OWNER Eel C. 0 0 46458 0-17 03-3 MIMI STAMF TIMM, I PROJECT NUMBER 15304.01 ISSUED FOR: DATE: DESIGN REVIEW SUBMITTAL 10.11.16 SITE REVIEW 03.30.17 APPROVALBY: DRAWN BY: MZ CHECKED BY: AF SHEET CONTENTS L1 HTIN SCHEDULE AND DETAILS SHEET NUMBER El m02 stud'C'MENG STRAZZARA Seattle, WA USA 98121 206 587 3797 tel 206 587 0588 fax www.studioms.com rrn & L=j =.J A EMERALD CITY ENGINEERS, INC 65065 216th ST. SW, Suite 200 Mountlake Terrace, WA 98043 425-741-1200 tel / 1201 fax CLIENT/OWNER R714; I III ,few WESTGATE - EDMONDS, WA, 98020 STAMP amiff-imm, ISSUED FOR: DATE - DESIGN REVIEW SUBMITTAL 10.11.16 SITE REVIEW 03.30.17 APPROVALBY: DRAWN BY: -MZ CHECKED BY: AF 91" 1 NN "L ...ff MN= El m03 ACT ACOUSTICAL CEILING TILE AD ACCESS DOOR AD] ADJUSTABLE AFF ABOVE FINISHED FLOOR AMP AMPERE ARCH ARCHITECT; ARCHITECTURAL AUTO AUTOMATIC AUX AUXILIARY BHP BRAKE HORSE POWER BS BIRD SCREEN BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNITS PER HOUR COND CONDENSATE C/L CENTERLINE CLG CEILING CO CARBON MONOXIDE CO2 CARBON DIOXIDE DET DETAIL DIA DIAMETER DISCH DISCHARGE DN DOWN DWG DRAWING DWV DRAIN, WASTE, VENT (E) EXISTING EA EACH EC ELECTRICAL CONTRACTOR; END CAP EL ELEVATION ELEC ELECTRICAL ELEV ELEVATION EFF EFFICIENCY EWT ENTERING WATER TEMPERATURE EXIST EXISTING F FAHRENHEIT (F) FUTURE FLEX FLEXIBLE FLG FLANGE FLR FLOOR FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FP FIRE PROTECTION FPM FEET PER MINUTE FT FOOT; FEET FURN FURNISH GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GPM GALLONS PER MINUTE GW13 GYPSUM WALL BOARD a PLUMBING CO CLEAN OUT; CARBON MONOXIDE DCVA DOUBLE CHECK VALVE ASSEMBLY DCW DOMESTIC COLD WATER DF DRINKING FOUNTAIN DHW DOMESTIC HOT WATER DHWC DOMESTIC HOT WATER RECIRCULATION DW DISHWASHER FCO FLOOR CLEANOUT FD FLOOR DRAIN GD GARAGE DRAIN GV GREASE VENT GW GREASE WASTE IE INVERT ELEVATION IN WC INCHES WATER COLUMN IRR IRRIGATION WATER IW INDIRECT WASTE I JANITOR SINK wilyli, I to] affi NFH13 NON -FREEZE HOSE BIBB NPCW NON POTABLE COLD WATER ORD OVERFLOW ROOF DRAIN ORL OVERFLOW RAINWATER LEADER OT OVERFLOW NOZZLE PD PLANTER DRAIN; PRESSURE DROP PERF PERFORATED PLBG PLUMBING PRV PRESSURE REDUCING VALVE RD ROOF DRAIN RL RAIN WATER LEADER RPBP REDUCED PRESSURE BACKFLOW PREVENTER S SINK S/DW SINK WITH ATTACHED DISHWASHER SD STORM DRAIN SH SHOWER/TUB SS SANITARY SEWER VTR VENT THROUGH ROOF W WASTE WC WATER CLOSET WCO WALL CLEANOUT WH WATER HEATER WSP WET STANDPIPE FIRE PROTECTION MAX MAXIMUM MBH 1000 BRITISH THERMAL UNITS PER HOUR FA FIRE ALARM MED MEDIUM FDC FIRE DEPARTMENT CONNECTION MFR MANUFACTURER FP FIRE PROTECTION MIN MINIMUM MISC MISCELLANEOUS WSP WET STANDPIPE M/N MODEL NUMBER MTD MOUNTED N/A NOT APPLICABLE NC NORMALLY CLOSED NEG NEGATIVE NIC NOT IN CONTRACT NO NORMALLY OPEN; NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER POC POINT OF CONNECTION PRELIM PRELIMINARY PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE QTY QUANTITY REQD REQUIRED RPM REVOLUTIONS PER MINUTE SF SQUAREFOOT SPEC SPECIFICATION SQ SQUARE STD STANDARD TBD TO BE DETERMINED TI TENANTIMPROVEMENTS TOC TOP OF CONCRETE TOS TOP OF STEEL TYP TYPICAL UG UNDERGROUND LINO UNLESS NOTED OTHERWISE VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VFD VARIABLE FREQUENCY DRIVE W/ WITH W/O WITHOUT GENERAL VALVES — T vl my 3-WAY CONTROL 2-WAY CONTROL BALL VALVE BUTTERFLY VALVE BUTTERFLY VALVE VALVE MANUAL LEVER MANUAL LEVER GEAR VALVE PLUG VALVE DIAPHRAGM BALANCE VALVE GLOBE VALVE BALANCE VALVE MANUAL LEVER TEE LEVER VALVE (CIRCUIT SETTER) (PRESSURE INDEPENDENT) SPECIALTY ITEMS PRESSURE PRESSURE CHECK PIPE TO PRESSURE SAFETY REDUCING VALVE REGULATOR VALVE VALVE DRAIN VALVE AUTOMATIC MANUAL VACUUM PUMP SUCTION AIR VENT AIR VENT BREAKER DIFFUSER CONCENTRIC ECCENTRIC ECCENTRIC WYE STRAINER WYE END CAP TRANSITION TRANSITION TRANSITION WITH VALVE AND STRAINER (FOT) (FOB) HOSE END CAP 17L\� HEAT TRACED HOSE END UNION PIPING FLOW ARROW AND CAP INSTRUMENTATION PLUMBING SYSTEMS DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RECIRC DOMESTIC TEMPERED WATER NON -POTABLE WATER SANITARY WASTE BELOW GRADE SANITARY WASTE GREASE WASTE PUMPED WASTE SANITARY SEWER SANITARY VENT STORM DRAIN BELOW GRADE STORM DRAIN PUMPED STORM DRAIN OVERFLOW RAINWATER LEADER RAINWATER LEADER - LOW PRESSURE NATURAL GAS NATURAL GAS - MEDIUM PRESSURE NATURAL GAS - HIGH PRESSURE PROJECT LOCATION WESTGATE EDMONDS 10032 EDMONDS WAY EDMONDS, WA, 98020 PRES I SURE PRESSURE PRESSURE PRESSURE GAUGE PRESSURE GAUGE LOCATION SITE MAP SWITCH TRANSMITTER GAUGE WITH SNUBBER WITH PIGTAIL SCALE: NOT TO SCALE P/T m A — DIFFERENTIAL DIFFERENTIAL PRESSURE TEMPERATURE TEMPERATURE PRESSURE PRESSURE TEMPERATURE INDICATOR SENSOR SWITCH TRANSMITTER PORT T BMS WATER METER FLOW METER FLOW SWITCH ORIFICE PLATE WATER METER (NOT BMS) (BMS) E3 EXPANSION ALIGNMENT EXPANSION JOINT GUIDE LOOP ANCHOR FLEX CONNECTION DOUBLE BELLOWS SINGLE BELLOWS POINT (METAL BRAIDED) CONNECTION CONNECTION GENERAL PLUMBING REDUCED PRESSURE DOUBLE CHECK END CAP END OF LINE HOSE BIBB BACKFLOW ASSEMBLY VALVE ASSEMBLY CLEANOUT XII L\_1 \/ HEAT TRACED SLOPE SYMBOL FLOW ARROW T PIPING (X" PER FOOT) FUNNEL DRAIN STANDPIPE FUNNEL DRAIN so 10 a as@ a a jawmalm TEE UP TEE DOWN WYE / DOUBLE WYE (SAN TEE/WYE) 900 ELBOW 450 ELBOW CROSS TEE ELBOW DOWN ELBOW UP EOUIPMENT TAG LEGEND FN-01-01-] EQUIP. TYPE LOCATION EQUIPMENT DESIGNATION PLUMBING FIXTURE TAG PLUMBING RISER TAG PIPE BREAK MARK P1. UMBING DRA WING INDEX SHEET NUMBER SHEET TITLE SHEET SCALE So SET 3/8/2017 P000 PLUMBING LEGENDS &ABBREVIATIONS NTS X Polo PLUMBING CALCULATIONS NTS X Poll PLUMBING MATERIALS MATRIX NTS X Poso PLUMBING SCHEDULES NTS X P051 PLUMBING SCHEDULES NTS X P2BG PLUMBING PLAN - BELOW GRADE 1/8" = r-o" X P200 PLUMBING PLAN - PARKING 1 1/8" = l'-o" X P201 PLUMBING PLAN - LEVEL 1 1/8" = v-0- X P202 PLUMBING PLAN - LEVEL 2 1/8" = V-0" X P203 PLUMBING PLAN - LEVEL 3 1/8" = V-0" X P204 PLUMBING PLAN - LEVEL 4 1/8" = l'-o" X P205 PLUMBING PLAN - ROOF 1/8" = r-o" X P500 PLUMBING DETAILS NTS X P501 PLUMBING DETAILS NTS X P600 DOMESTIC WATER RISER DIAGRAM NTS X P601 NATURAL GAS RISER DIAGRAM NTS X stud' 10MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S I 11_JDL:LEL, WA USA 98101 206 587 3797 =1 2065870588 11 F1 1:1. FfA FFF1 1� FU m N FT CLIENT/OWNER I T VA A I "i ME TITLE 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP PROJECT NUMBER 15311 ISSUED FOR: APPROVAL BY: DRAWN BY: AL110—r CHECKED B'CLILI—LI r SHEET CONTENTS Project Plumbing Load & Utility Coordination Matrix Residential Number of Total Res Apartment Type WSFUIUNIT Total Res WSFU HWFUIUNIT DFUI UNIT Total Res DFU Apts HWFU .5 Bath 2.5 0.0 0.5 0.0 2.0 0.0 1 Bath 90 3.5 315.0 1.8 162.0 3.0 270.0 1.5 Bath 6.0 0.0 2.5 0.0 6.0 0.0 2 Bath 5 7.0 35.0 3.5 17.5 7.0 35.0 2.5 Bath 8.0 0.0 3.6 0.0 8.0 0.0 3 Bath 9.0 0.0 4.5 0.0 9.0 0.0 Kitchen 95 3.0 285.0 2.2 211.4 2.0 190.0 Clothes Washer 95 4.0 380.0 3.0 285.0 3.0 285.0 Total 1015.0 675.9 780.0 Residential - Flush Valves or Flush Tanks? Tank Total Non -Residential Domestic WSFU: 1015.0 Total Non -Residential Drainage Fixture Units: 186 Total Domestic Water GPM: 220.0 Building Total Drainage Fixture Units: 966 Commercial - Flush Valves or Flush Tanks? Tank Total Non -Residential Domestic WSFU: 166.0 Total Non -Residential Domestic GPM: 59.0 Irrigation GPM 10.0 WSFU Notes: Building Total Domestic Water GPM: 250.0 Total GPM is obtained by converting the total WSFU to GPM. This value will be less than the sum of the individual GPM's due to diversity in the conversion from WSFU to GPM. Domestic Water Utility Coordination Domestic Water Service Size 3" MIN Domestic Water Meter Size 3" MIN Domestic Water Main Size (Within Bldg) 411 Sanitary Sewer Utility Coordination Pipe slope within garage 1/8"per ft Total DFU 966 Sanitary Sewer Size (if 1 POC) 811 966 DFU Served Sanitary Sewer Size (if 2 POC's @ 50%) 611 483 DFU Served, Each Coordinated Sanitary Sewer Size (Manual input 2@6" DFU Served Sewer Notes: Storm Drainage Utility Coordination Total Horizontal Roof Drainage Area (SF) 24,r889 Total Vertical Roof Drainage Area (SF) 91270 Total Roof Drainage Area (SF) 341,159 Detention Provided on site No Storm Drain Size 1/8"/ft slope (if 1 POC) 1011 Storm Drain Size (if 2 POC's @ 50%) 811 Notes: 1: Domestic Water Supply Fixture Unit values based upon Appendix C, Table C4.1, and Appendix A, Table A2.1, Uniform Plumbing Code 2: Drainage Fixture Unit values based upon Appendix L, Table C 4.1(1), and Ch 7, Table 702.1, Uniform Plumbing Code 3: Number of Bathroom Assumptions: 3/3/17 Architectural Plans 4: Storm Drainage connection sizes based upon combined primary/overflow systems (2"/hr) sloping at 1/8"/ft min. Project Natural Gas Load Matrix Dedicated Defivery Press Gas Regulator Sub-Metere Sub -Meter Equipment Type Qty MSHIUnit MSHITotal Reqd Regulator Designation d Designation Remarks New Gas Loads - House Meter Domestic HW heaters 3 400 1200 7" w.c. y N Rooftop AC Unit 2 75 150 7" w.c. y y Gas regulator supplied with unit. Amenity BBQ 2 60 120 7" w.c. N N Supply gas timer. Sub Total 1470 Future Gas Loads - Retail Meter Retail Kitchen Equipment 1 1000 1000 6" w.c. TBD TBD Kitchen MUA Unit 1 500 500 6" w.c. TBD TBD Kitchen Domestic HW 1 500 500 6" w.c. TBD TBD Sub Total 2000 Total Projected Building Natural Gas Load (MBH): 3470 Natural Gas Utility Coordination Gas Service Pressure to Building 2 PSIG Number of New Meters 1 Gas Service Pressure to Future Meters 7"-12" w.c. Number of Future Meters F_ 1 Notes: 1: Equipment natural gas loads based upon preliminary equipment selections. DB Contractor to verify accuracy & coordinate actual gas loads with utility provider. 2: BTU Conversion Factor: 1,000 BTUH = 1 MBH 3: Low pressure gas piping I(< 14" w.c.) shall be sized for a maximum pressure loss of 0.5 in w.c. throughout the entire run. Domestic Water Service Pressure Pressure/ Distance Pressure (PSI) Available Remaining Pressure Static Pressure available in street (psi) 95.7 Corner of 100th Ave & Edmonds Way, Per phone call on 2/28/2017 WAC Elevation in ft: 316 Grade Service Entry Elevation in ft: 316 Water Entry Rm = 316' Water Entry Losses (psig): Pressure loss/gain due to elevation from main to bldg P.O.C. (psig): 0 ft 0.0 95.7 No change Pressure loss due to friction from main to bldg P.O.C. (psig): 0.7 95.0 Based upon approx. 50 L.F. of 4" @ 250 GPM Pressure Loss thru Water Meter (psig): 1 94.0 4" Sensus Water Meter @ 250 GPM Loss thru backflow preventer (psig): 9 85.0 3" RPBA, Watts model LF957 @ -125 GPM Recommended design pressure reduction: 10 75.0 System design de -rating Pressure Reducing Valve: 5 70.0 PRV Required for Lower Zone Minimum Pressure Required at Top of System (psig): Type of Furthest Fixture Assumed: SH <SH (35psi), Irr (50psi), WC (40psi)> Pressure Required at Furthest Fixture: 35 35.0 2015 UPC 608.1f2 - 15psi min, 80 psi max at fixture Elevation Change in pressure: Location of Assumed Furthest Fixture: Level 4 Top Elevation in ft: 355 ft 6' above level 4 floor Service Entry Elevation in ft: 316 ft Elevation on grade Total Change in feet: 39 ft Total Change in psig: 16.9 18.1 Piping Pressure Loss - Friction Loss in Building: Total length of pipe - vertical: 39 ft Based on change in elevation from Basement to Level 5 Total length of pipe - horizontal: 250 ft Dist. from assumed water entry rm to most remote fixture Total length of pipe: 289 ft Add for fittings: 35% 101 ft Total Equivalent Length 390 ft Average Friction Loss (psig/100ft): 2.5 Total friction loss (psig) 9.8 8.3 1 Difference between Required and Available 8.3 Booster Pump Required (Yes/No) NO Fire Water Service Pressure Evaluation of Water Pressure on Project: Pressure (ft) Pressure (psi) Available Remaining Pressure Static Pressure available in street (psi) 95.7 Corner of 100th Ave & Edmonds Way, Per phone call on 2/28/2017 Water Entry Losses (psig): Pressure loss from hydrant to meter (psig): 5 90.7 Pressure Loss thru Water Meter (psig): 2 88.7 Loss thru backflow preventer (psig): 4 84.7 Safety Factor: 9.57 75.1 10% safety factor Elevation of WAC 316 Exact grade unknown, assume even with level 1 (grade) Elevation of Water entry to building 316 3 feet below Riser Room Floor Pressure difference 0 0.0 75.1 Minimum Pressure Required at Top of System (psig): Type of Furthest Fixture Assumed: Sprink Head Pressure Required at Furthest Fixture: 13 62.1 Calculated for 5.6K sprinkler spaced @ 130 SF Ordinary 1 Elevation Change in pressure: Location of Assumed Furthest Fixture: Rooftop Top Elevation in ft: 359 Roof level (no elevator penthouse) Service Entry Elevation in ft: 316 Level 1 Total Change in feet: 43 Total Change in psig: 18.6 43.5 Piping Pressure Loss - Friction Loss in Building: Total length of pipe - vertical: 43 Based on elevation difference Total length of pipe - horizontal: 250 approximate length 1/2 of building (rounded up) Total length of pipe: 293.0 Add for fittings: 146.5 Assume 50% Total Equivalent Length 439.5 Average Friction Loss (psig/100ft): 3 X" PIPE Total friction loss (psig) 13.2 30.3 Difference between Required and Available 30.3 Booster Pump Required (Yes/No) NO stud'OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S I ]LILILEL, WA USA 98101 11 F1 Fl. Fild FTF1 E FE] evT 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 SCHEMATIC DESIGN 3/8/2017 CLIENT/OWNER I Tlestgate Tillagz LLC TITLE � f TV . 0 a oil Is RO$ 10032 EDMONDS WAY EDMONDS, WA, 98020 ISSUED FOR: STAMP � 2=5W.'"ka 15311 � 8112/16 11/22/16 DRAWN BY: ALiLEi-r CHECKED B'CLILLD r SHEET CONTE TS SHEET NUMBER � PLUMBING MATERIALS SPECIFICATION MATRIX DESIGN INSUIA TION SER VICE ID SERVICE DESCRIPTION PRESSURE SIZE MA TERIA L JOINTS L OCA TION FOR USE (R - VALUES PER 2015 REMARKS I (PSIG) WSEQ DOMESTIC WA TER - BELO W GR4 DE HIGH DENSITY POLYETHYLENE (HDPE) SOLVENT WELD NO RESTRICTION SOLID WALL 125 2" AND SMALLER SCH 80 PVC SOLVENT WELD NO RESTRICTION DCW DOMESTIC COLD WATER UNDERGROUND SCH 80 CPVC 125 2-1/2" AND LARGER CLASS 52 DUCTILE IRON, CEMENT MECHANICAL JOINTS NO RESTRICTION INSTALL WITH POLYETHYLENE LINED JACKET DOMESTIC WATER -A BOVE GRo4 DE SOLDERED, COPPER TUBING TYPE L 95-5 SOLDER, NO RESTRICTION LEAD-FREE SOCKET -FUSION, DOMESTIC HOT WATER PIPING SHALL POLYPROPYLENE GREEN PIPE SDR ELECTROFUSION, CONTAIN A FIBER LAYER (FRASER) TO 2" AND SMALLER 7.4 OR 11 OR BUTT -FUSION RESTRICT THERMAL EXPANSION. 125 PIPE INSERT & RIGID: NO RESTRICTION DOMESTIC COLD WATER, PEX TUBING EXPANSION COLLAR FLEXIBLE: UNIT RUNOUTS ONLY CW-NON PLASTIC ONLY DCW,DHW,DHWC DOMESTIC HOT WATER, ASTM F876 ASTM F1807, ASTM PLENUM RATED PEX REQUIRED WHERE HW- ALL EXCEPT NOT REQUIRED DOMESTIC HOT WATER RECIRC ASTM F877 F1960 INSTALLED IN MECHANICAL PLENUMS IN RESIDENCE HWC-ALL COPPER TUBING TYPE L GROOVED, PRESS NO RESTRICTION FITTINGS 2-1/2" AND LARGER STAINLESS STEEL GROOVED, PRESS NO RESTRICTION FITTINGS COPPER TUBING TYPE L GROOVED, PRESS NO RESTRICTION FITTINGS 250 ALL GROOVED, PRESS STAINLESS STEEL FITTINGS NO RESTRICTION SANITARYWASTE& VENT- ABOVE GR4DE CAST IRON NO HUB NHCI FITTINGS NO RESTRICTION IN GARAGE ONLY NOT IN PLENUM AREAS W SANITARY WASTE 5 ALL NOT FOR USE WHERE DISCHARGE SCH 40 PVC SOLVENT WELD EXCEEDS 140*F SCH 40 ABS NOT IN COMMON AREAS NOT FOR COMMERCIAL KITCHEN DISCHARGE (GREASE WASTE) NONE CAST IRON NO HUB NHCI FITTINGS NO RESTRICTION V SANITARY VENT 5 ALL SCH 40 PVC SOLVENT WELD NOT ALLOWED IN PLENUMS SCH 40 ABS SCH 40 GALVANIZED STEEL THREADED ABOVE GRADE ONLY INSTALL WITH PW PUMPED WASTE 125 ALL POLYETHYLENE JACKET SCH 80 CPVC SOLVENT WELD NO RESTRICTION SANITAR Y WASTE & VENT - BELOW GRADE CAST IRON NO HUB NHCI FITTINGS NO RESTRICTION NO RESTRICTION W SANITARY WASTE 5 ALL NOT FOR USE WHERE DISCHARGE SOLID WALL EXCEEDS 140*F SCH 40 PVC SOLVENT WELD NOT FOR COMMERCIAL KITCHEN DISCHARGE (GREASE WASTE) UPSTREAM OF INTERCEPTOR NONE CAST IRON NO HUB NHCI FITTINGS NO RESTRICTION V SANITARY VENT 5 ALL SCH 40 PVC SOLVENT WELD NO RESTRICTION SCH 40 ABS SCH 40 GALVANIZED STEEL THREADED ABOVE GRADE ONLY INSTALL WITH PW PUMPED WASTE 125 ALL POLYETHYLENE JACKET SCH 80 CPVC ISOLVENT WELD NO RESTRICTION CONDENSA TE COPPER TUBE DWV 95-5 SOLDER NO RESTRICTION REQUIRED COND CONDENSATE 5 ALL SOLID WALL SOLVENT WELD NOT ALLOWED IN PLENUMS NOT REQUIRED PVC SCH 40 ASTM D2666 FUEL PlPlING CORRUGATED STAINLESS STEEL TUBING (CSST) 5 1" AND SMALLER THREADED UNITS ASTM A420 STEEL W/ POLYETHYLENE JACKET LOW PRESSURE NATURAL GAS NG (<14" W.C.) 125 4" AND SMALLER CARBON STEEL PIPE SCH 40 A53B THREADED ALL OUTDOORS - PAINTED OR ERW GALVANIZED NONE CARBON STEEL PIPE SCH 40 A53B OUTDOORS - PAINTED OR 125 5" AND LARGER BUTTWELD ALL ERW GALVANIZED 125 4" AND SMALLER CARBON STEEL PIPE SCH 40 A53B THREADED ALL OUTDOORS - PAINTED OR MEDIUM PRESSURE NATURAL GAS ERW GALVANIZED MPG (2 < 5 PSIG) 125 5" AND LARGER CARBON STEEL PIPE SCH 40 A53B BUTTWELD ALL OUTDOORS - PAINTED OR ERW GALVANIZED STORM WA TER PIPING 1" INSULATION OF ALL CASTIRON NHCI COUPLINGS ALL HORIZONTAL PIPES IN RWL / ORL RAIN WATER LEADER 5 ALL CONDITIONED SPACES OVERFLOW RAIN WATER LEADER SOLID WALL SCH 40 PVC SOLVENT WELD BELOW GRADE OR IN GARAGE ONLY SCH 40 GALVANIZED STEEL ALL PS PUMPED STORM 125 ALL NONE SCH 80 CPVC SOLVENT WELD NO RESTRICTION UND UNDERSLAB DRAINAGE 5 ALL PER CIVIL DESIGN REMARKS 1) PER 2015 UPC WITH WASHINGTON AMENDMENTS, PEX TUBING SHALL NOT BE INSTALLED WITHIN THE FIRST 18 INCHES OF PIPING CONNECTED TO A WATER HEATER. 2) PC TO ISOLATE ALL WATER SUPPLY PIPES RUNNING INSIDE APARTMENT BUILDING USING HOLDRITE SILENCER SYSTEM CLAMPS. 3) ALL DOMESTIC SUPPLY PIPING LOCATED WITHIN APARTMENTS BE SIZED AT NO MORE THAN 5 FT/SEC. 4) ALL WASTE PIPES ARE TO BE ISOLATED FROM BUILDING STRUCTURE USING A CLOSED -CELL NEOPRENE SLEEVE. 5) EXPANSION COMPENSATION FOR PVC IS REQUIRED PER UPC 314 6) CAST IRON OR PLENUM -RATED CPVC PIPE IS REQUIRED IN ALL RETURN AIR PLENUMS. PVC & ABS ARE NOT ALLOWED. 7) CEILING CAVITIES SURROUNDING WASTE PIPES OR ROOF DRAIN LINES ARE TO BE FILLED WITH BATT INSULATION. 8) FLOOR PENETRATIONS ARE TO BE PACKED WITH ROCK WOOL OR FIBERGLASS INSULATION AND SEALED WITH A RESILIENT FIRE CAULK. PIPING SHALL BE PREVENTED FROM MAKING RIGID CONTACT WITH THE STRUCTURE AT THESE PENETRATIONS. 9) INSULATE ALL METALLIC COLD WATER LINES WITH 1/2" FIBERGLASS WRAP OR EQUIVALENT. 10) PIPE SHALL BE INSULATED PER WASHINGTON STATE ENERGY CODE 2015 REQUIREMENTS EXCEPT WHERE NOTED OTHERWISE. 11) ALL WASTE PIPING (INCLUDING P-TRAPS) LOCATED ABOVE RESIDENTIAL BATHROOMS, KITCHENS, AND LIVING ROOMS SHALL BE CAST IRON OR PVC/ ABS WRAPPED WITH PLUMBING LAGGING MATERIAL SUCH AS SOUNDSEAL B10 QFA-3. FINAL ACOUSTICAL REQUIREMENTS TO BE PROVIDED BY PROJECT ACOUSTICAL CONSULTANT. 12) ALL BURIED PLASTIC PIPING INCLUDING PVC AND CPVC SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321 AND ASTM F 1668 STANDARDS. stud'OMENG ARCHITECTURE 'L""NN'NG CONSULTING 2001 WESTERN AVE SUITE 200 S I I'LlElLEL, WA USA 98101 11 F1 Fl. FfA FTF] E FUl m inf-glam idiom 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 CLIENT/OWNER I Tlestgate Tillagz LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 ISSUED FOR: 16111amitull DRAWN BY: AaEi_r CHECKED B'CLILLD r TITLE I STAMP I Rk N a Mi ".10 15311 � 8112/16 11/22/16 SHEET CONTENTS I v0 LLMA"m mma SHEET NUMBER I all& PLUMBING FIXTURE SCHEDULE ITEM DESCRIPTION MODEL CONNECTION (SEE NOTE #6) BASIS OF DESIGN FIXTURE FLOW RATES (SEE LEGEND BELOW) DCW DCW DHW DHW W V RL ORL CODE FLOW FIXTURE FLOW (RUNOUT) (FIXT (RUNOUT) (FIXT CONN) CONN) WC-1 FLOOR MOUNTED WATER CLOSET (TYPICAL UNITS) FIXTURE: 2 PIECE ELONGATED FRONT TOILET, WHITE 3/8 3/8 4 2 Toto CST244EF 1.6 GPF 1.28 GPM SEAT: EDLONGATED FRONT TOILET SEAT, WHITE with included SS114 Soft Close seat FLUSHVALVE: FLUSH TANK ACCESSORIES: QUARTER TURN ANGLE STOP AND STAINLESS STEEL FLEX CONNECTORS WC-2 FLOOR MOUNTED WATER CLOSET (ADA UNITS) FIXTURE: 2 PIECE ELONGATED FRONT TOILET, WHITE 3/8 3/8 4 2 Toto CST244EF 1.6 GPF 1.28 GPF SEAT: ELONGATED TOILET SEAT, WHITE with included SS114 Soft Close seat FLUSHVALVE: FLUSH TANK ACCESSORIES: QUARTER TURN ANGLE STOP AND STAINLESS STEEL FLEX CONNECTORS COUNTER TOP LAVATORY (RESIDENCES) FIXTURE: OVAL SELF RIMMING 17x20" - 11/2 11/2 Mansfield 237-1 FAUCET: SINGLE CONTROL CENTERSET, POLISHED CHROME 1/2 1/2 1/2 1/2 Delta 520-DST 2.2 GPM 1.0 GPM TRAP: DEARBORN BRASS P9704AB SUPPLIES: QUARTER TURN ANGLE STOP AND STAINLESS STEEL FLEX CONNECTORS L-2 WALL HUNG LAVATORY (PUBLIC) FIXTURE: SELF RIMMING 17x20" - - 11/2 11/2 Kohler Greenwich K-2032 FAUCET: SINGLE CONTROL CENTERSET, POLISHED CHROME 3/8 3/8 3/8 3/8 Delta 520-DST 0.5 GPM 0.5 GPM TRAP: DEARBORN BRASS P9704AB SUPPLIES: I QUARTER TURN ANGLE STOP AND STAINLESS STEEL FLEX CONNECTORS SH-1 TUB / SHOWER (STANDARD RESIDENCE) FIXTURE: COMBINATION SHOWER/BATH STALL 1/2 1/2 1/2 1/2 2 1-1/2 Superior 10OLSCW 2.5 GPM 1.5 GPM VALVE TRIM: 1.5 GPM, METAL LEVER HANDLE, CHROME, BRASS SHOWERHEAD, ARM AND FLANGE Delta T13420 H20 MIXING VALVE: TUB AND SHOWER VALVE MIP AND SWEAT WITH STOPS Delta R10000-MFWS TRIM AND CONTROLS: BATH AND SHOWER TRIM, POLISHED CHROME Included with Valve Trim DRAIN: AB&A DRAIN AND OVERFLOW KIT - MODEL #1260-CP PROVIDE WITH INTEGRAL REINFORCEMENT FOR FUTURE ADA GRAB BARS. CONTRACTOR TO DETERMINE NOTES: RIGHT/LEFT DRAIN LOCATIONS SH-2 / SHOWER (ADA RESIDENCE) 1 -TUB FIXTURE: COMBINATION SHOWER/BATH STALL 1/2 1/2 1/2 1/2 2 1-1/2 Fiber -Fab 2.5 GPM 1.5 GPM FAUCET: 1.5 GPM, METAL LEVER HANDLE, CHROME, BRASS SHOWERHEAD, ARM AND FLANGE Delta T13420 H20 SHOWER HEAD: HAND SHOWER WITH NON -POSITIVE SHUT OFF AND SLIDE BAR Delta 57011 MIXING VALVE: TUB AND SHOWER VALVE MIP AND SWEAT WITH STOPS Delta R10000-MFWS TRIM AND CONTROLS: BATH AND SHOWER TRIMf POLISHED CHROME Included with Valve Trim DRAIN: AB&A DRAIN AND OVERFLOW KIT - MODEL #1260-CP PROVIDE WITH INTEGRAL REINFORCEMENT FOR FUTURE ADA GRAB BARS. CONTRACTOR TO DETERMINE NOTES: RIGHT/LEFT DRAIN LOCATIONS. MOUNT TO MEET ADA GUIDELINES KS-1 KITCHEN SINK (SINGLE BOWL) FIXTURE: STAINLESS STEEL UNDERMOUNT SINGLE BOWL 4 HOLE DRILLING 1/2 1/2 1/2 1/2 11/2 11/2 Dayton DSE12522 FAUCET: FAUCET WITH SPRAY WAND, POLISHED CHROME Delta 100-DST w/Water 2.5 GPM 1.75 GPM Saving Aerator DRAIN: DRAIN WITH STRAINER AND P-TRAP GARBAGE DISPOSER: INSINKERATOR BADGER 5 CONTINUOUS FEED DISPOSAL, 1/2 HORSEPOWER, 120V/1 PHASE TRAP: DEARBORN BRASS P9704AB SUPPLIES: QUARTER TURN ANGLE STOP AND STAINLESS STEEL FLEX CONNECTORS KS-2 KITCHEN SINK (SINGLE BOWL ADA) 1 FIXTURE: STAINLESS STEEL UNDERMOUNT SINGLE BOWL 4 HOLE DRILLING 1/2 1/2 1/2 1/2 11/2 11/2 Dayton GE12521 FAUCET: FAUCET WITH SPRAY WANDf POLISHED CHROME Delta 100-DST w/Water 2.5 GPM 1.75 GPM Saving Aerator DRAIN: DRAIN WITH STRAINER AND P-TRAP GARBAGE DISPOSER: INSINKERATOR BADGER 5 CONTINUOUS FEED DISPOSAL, 1/2 HORSEPOWER, 120V/1 PHASE TRAP: DEARBORN BRASS P9704AB SUPPLIES: QUARTER TURN ANGLE STOP AND STAINLESS STEEL FLEX CONNECTORS WB-1 MACHINE LL BOX 2 -WASHING PLASTIC WASHING MACHINE OUTLET BOX WITH WATER HAMMER ARRESTOR WALL BOX: UTILIZE FIRE RATED BOX MODELS WHEN INSTALLING IN RATED WALLS. 1/2 1/2 1/2 1/2 2 LSP Products Group I UTILIZE SEPARATE DRAIN ONLY BOX WHEN REQUIRED DUE TO RISER LOCATIONS AND OR WALL THICKNESS. I I I I I I I I OB-217 I IB-1 ICE MAKER BOX 2 ICE MAKER OUTLET PLASTIC ICE MAKER BOX W/ WATER HAMMER ARRESTOR 1/2 1/2 LSP Products Group Mini N/A N/A BOX Ice Maker Box DF-1 DRINKING FOUNTAIN: 1 ADA DRINKING FOUNTAIN STAINLESS STEEL WALL MOUNTED DRINKING FOUNTAIN WITH ELECTRIC COOLER AND BOTTLE FILLING STATION 1/2 1/2 2 N/A N/A MS-1 MOP SINK 2 FIXTURE: MUSTEE DURASTONE # 63M ONE-PIECE RESIN MOLDED CONSTRUCTION 24x24xlO 1/2 1/2 1/2 1/2 2 11/2 N/A 2.0 GPM FAUCET: SYMMONS SYMMETRIX SERVICE SINK FAUCET MODEL S-2490-CHKS ACCESSORIES: HOSE & HOSE BRACKET, MOP BRACKET, BUMPER GUARD, FLAT STAINLESS STEEL STRAINER, STAINLESS STEEL WALL GUARD FAUCET TO BE COMPLETE WITH INTEGRAL CHECK STEMS TO PREVENT THERMAL CROSS OVER BETWEEN HOT AND NOTES: SUPPLY INPUTS NOTES: 1. SEE PLANS FOR CONNECTION SIZE. 2. COMPLIANCE WITH PROJECT ACCESSIBILITY REQUIREMENTS FOR FIXTURES WITHIN THIS SCHEDULE TO BE CONFIRMED BY ARCHITECT AND/OR ACCESSIBILITY CONSULTANT. 3. HOSE BIBBS AND WALL HYDRANTS TO BE MOUNTED AT 24" ABOVE FINISHED FLOOR OR FINISHED GRADE UNLESS NOTED OTHERWISE. 4. CONTRACTOR TO VERIFY DRAIN COMPATIBILITY WITH CONSTRUCTION TYPE PRIOR TO INSTALLATION OR PROCUREMENT. ALTERNATE DRAINS OF EQUIVALENT QUALITY, FINSH AND FUNCTION MAY BE SUBMITTED FOR APPROVAL IF DEEMED NECESSARY. 5. PROVIDE HEAT TRACING AND INSULATION ON HOSE BIBS AND SUPPLY PIPING TO HOSE BIBS IN UN -HEATED AREAS (TYP). 6. EACH FIXTURE LOCATED WITHIN A RESIDENTIAL UNIT IS TO BE PROVIDED WITH AN INDIVIDUAL PEX RUNOUT FROM THE MANIFOLD TO TO THE FIXTURE. SIZE AS INDICATED BY "(RUNOUT)" ABOVE. "(FIXTURE CONNECTION)" SIZING INDICATES PIPE SIZE FROM ANGLE STOP TO THE WATER OUTLET BASIS OF DESIGN LEGEND: 1 = FIXTURE SELECTION TO BE PROVIDED BY ARCHITECT. 2 = FIXTURE SELECTION BASED UPON KNOWN COMPLIANCE WITH INDUSTRY STANDARDS AND PROJECT REQUIREMENTS. ARCHITECT TO VERIFY ACCEPTABILITY. stud'OMENG STRAZZARA ARCHITECTURE PLANN�NG CONSULT NG 2001 WESTERN AVE SUITE 200 S I ]LILILEL, WA USA 98101 11 F1 Fl. Fild FTF1 E FE] 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 CLIENT/OWNER I Tfestgate Tillagz LLC TITLE I @ TV . 0 a 9�ilyepe 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP � =95W.'"ka 15311 � ISSUED FOR: PRE -APPLICATION SUBMITTAL 8112/16 11IR111amitull DRAWN BY: AnEi_r CHECKED B"CLILLD r 11/22/16 � SHEET CONTENTS I 1 0 A I on] 10 In om 1 01:3 oil] I I SHEET NUMBER I 90111X11 stud'OMENG PLUMBING, & FIRE PROTECTION EQUIPMENT COORDINATION LIST GENERAL EQUIPMENT INFORMA TION A SIZING DA TA STRUCTUR4L DATA DESCRIPTION AREA SERVED STARTER MAN. MAG. ---- -------------- SEE REMARKS BELOWFOR FUR THER INFORMA T[ON DWH-Pl-1/2/3_ DOMESTIC WATER HEATER MEMO GARAGE DRAINAGE SUMP PUMPS Ef wimm, GARAGE DRAINAGE SUMP PUMPS FOUNDATION DRAINAGE SUMP FOUNDATION DRAINAGE SUMP DOMESTIC HW CIRC PUMP 17C w-, wj THERMOSTATIC MIXING VALVE TM-202OB-LF-DT PROVIDE WITH TEST CONNECTION REDUCED PRESSURE BACKFILOW PREVENTER Nov Em REDUCED PRESSURE BACKFILOW PREVENTER NONE EnDOUBLE CHECK BACKFLOW PREVENTER ------------ — --------- — ---------------------- IRRIGATION Em REDUCED PRESSURE BACKFILOW PREVENTER TRASH CHUTE WASH NONE WAN THERMAL EXPANSION TANK RESIDENCE DHW Eff.m., wrxmsrm���m. TnT.-Tin MEE "M 000077.7s �L 5 W/FT, PROVIDED & INSTALLED BY PC, WIRED BY EC ELECTRONIC TRAP PRIMER REMARKS (CORRESPOND TO EQUIPMENTABOVE BY TYPE): GENERAL ELECTRICAL COORDINATION INFORMA TION.- E.C. TO PROVIDE ALL POWER WIRING AND DISCONNECTS (U.N.O.), SINGLE POINT POWER CONNECTION (U.N.O.) (THIS NOTE APPLIES TO ALL EQUIPMENT IN THE LIST ABOVE) AUTOMATIC MOTOR STARTER WITH HOA SWITCH SHALL BE PROVIDED AND INSTALLED BY E.C., COIL CIRCUIT POWERED BY E.C., COIL VOLTAGE TO BE 120V. MANUAL STARTER W/OVERLOAD PROTECTION SHALL BE PROVIDED AND INSTALLED BY E.C. E.C. TO PROVIDE (X) 120V/10 POWER CIRCUITS AT EACH MECHANICAL ROOM AND EACH ROOFTOP WELL FOR THE CONTROLS CONTRACTOR. ALL 120V/lo CONVENIENCE OUTLETS FOR SERVICING MECHANICAL EQUIPMENT, AS REQUIRED BY CODE (WITHIN 25'), ARE BY E.C. MISC. POWER CrRCUITS.- E.C. PROVIDE ALL 120V/10 WIRING TO 24V TRANSFORMERS PROVIDED BY C.C. DISCONNECTS AS REQUIRED ARE BY E.C. HEA T TRA CE NO TES. - ALL HEAT TRACE IS PROVIDED AND INSTALLED BY E.C. COORDINATE SERVICE WITH M.C. HEAT TRACE IS REQUIRED FOR FIRE WATER SERVICE, DOMESTIC WATER SERVICE, CONDENSER WATER PIPING, ETC. GENERAL EXCLUSIONS. - LANDSCAPING IRRIGATION EQUIPMENT AND DESIGN IS BY OTHERS. ALL SENSOR FAUCETS ARE ASSUMED TO BE BATTERY POWERED, NOT HARD -WIRED. ALL SENSOR TOILETS ARE ASSUMED TO BE BATTERY POWERED, NOT HARD -WIRED. RESIDENTIAL FIREPLACES ARE DIRECT VENT BY OTHERS. NO FLUE EXHAUST FANS ARE ANTICIPATED AT THIS TIME. RESIDENTIAL RANGE HOODS (COMBO MICROWAVE) PROVIDED BY OTHERS. MC TO PROVIDE EXHAUST DUCTWORK ONLY. RESIDENTIAL DRYERS PROVIDED BY OTHERS. MC TO PROVIDE EXHAUST DUCTWORK ONLY. ARCHITECTURE 'L""NN'NG CONSULTING 2001 WESTERN AVE SUITE 200 S I I'LlElLEL, WA USA 98101 11 F1 Fl. FfA FTF] E FUl 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 CLIENT/OWNER I Tlestgate Tillagz LLC f ,a e ill'i OR$ 10032 EDMONDS WAY EDMONDS, WA, 98020 TITLE I STAMP I Rk N a Mi ".10 15311 � ISSUED FOR: DATE: I&Illamitug DRAWN BY: ALiio-r CHECKED B'CLILLD r 8112/16 11 /22/16 SHEET CONTENTS I 1 0 A I on] 10 10 mm 1 11:3 oil] I I SHEET NUMBER I 91116111 stud'OMENG STRAZZARA ARCHITECTURE 'L""NN'NG CONSULTING 2001 WESTERN AVE SUITE 200 S I I'LlElLEL, WA USA 98101 206 587 3797 =1 2065870588 [IF] F1 . FfA FTF] E FE 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F (206) 285-7111 SCHEMATIC DESIGN 3/8/2017 CLIENT/OWNER I Tlestgate Tillagz LLC TITLE � q TV . 0 a so 1 0 i OR$ 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP � PROJECT NUMBER 15311 ISSUED FOR: PRE -APPLICATION SUBMITTAL 8112/16 ADB SUBMITTAL 11/22/16 APPROVAL BY: DRAWN BY: AaEi_r CHECKED B'CLILLD r SHEET CONTENTS M 0 A w MA 10 A m 1/811 = 1 1-011 SHEET NUMBER 200 stud'OMENG STRAZZARA ARCHITECTURE 'L""NN'NG CONSULTING 2001 WESTERN AVE SUITE 200 S I I'LlElLEL, WA USA 98101 206 587 3797 =1 2065870588 [IF] F1 . FfA FTF] E FE 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F (206) 285-7111 SCHEMATIC DESIGN 3/8/2017 CLIENT/OWNER I Tlestgate Tillagz LLC TITLE � q TV . 0 a so 1 0 i OR$ 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP � PROJECT NUMBER 15311 ISSUED FOR: PRE -APPLICATION SUBMITTAL ADB SUBMITTAL 8112/16 11/22/16 DRAWN BY: AaEi_r CHECKED B'CLILLD r SHEET CONTENTS 0 '1 N MA Inn] 10 0 LL i OWN I ul -IM �TA SHEET NUMBER � PLUMBINE] PLAN - BELOW EIRADE 1/811 = 1 1-011 stud'OMENG STRAZZARA . ...... . .... �NG SURFACE PARKI ....... ---- - ------------------ - - - ---------------------------- - - ----------- - ---------------------------------------------- ----------------------------------------------------- . .. .... -------- -- .............. .................. ----------- ------------ ----------- ....... . . .. . ..... .... ............ . .. ARCHITECTURE 'L""NN'NG CONSULTING 2001 WESTERN AVE SUITE 200 S I I'LlElLEL, WA USA 98101 11 F1 Fl. FfA FTF] E FUl 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F (206) 285-7111 CLIENT/OWNER I Tlestgate Tillagz LLC TITLE I q TV . 0 a so 1 0 i OR$ 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP � =95W.'"ka 15311 � ISSUED FOR: PRE -APPLICATION SUBMITTAL 8112/16 I&Illamituo DRAWN BY: AaEi_r CHECKED B'CLILLD r 11/22/16 � SHEET CONTENTS I � LEVEL 1 SHEET NUMBER I PLUMBIN11 PLAN - LEVEL 1 1/811 = 1 1-011 & mol stud'OMENG STRAZZARA ARCHITECTURE 'L""NN'NG CONSULTING 2001 WESTERN AVE SUITE 200 S I I'LlElLEL, WA USA 98101 11 F1 Fl. FfA FTFI E FUl 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F (206) 285-7111 SCHEMATIC DESIGN 3/8/2017 CLIENT/OWNER I Tlestgate Tillagz LLC TITLE � q TV . 0 a so 1 0 i OR$ 10032 EDMONDS WAY EDMONDS, WA, 98020 ISSUED FOR: STAMP � 15311 � 8112/16 11/22/16 DRAWN BY: ALiLEi-r CHECKED B'CLILLD r SHEET CONTENTS � LEVEL 2 PLUMBINEI PLAN - LEVEL 2 1/811 = 1 1-011 SHEET NUMBER � vIlIK'A stud'OMENG STRAZZARA ARCHITECTURE 'L""NN'NG CONSULTING 2001 WESTERN AVE SUITE 200 S I I'LlElLEL, WA USA 98101 11 F1 Fl. FfA FTFI E FUl 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F (206) 285-7111 SCHEMATIC DESIGN 3/8/2017 CLIENT/OWNER I Tlestgate Tillagz LLC TITLE � q TV . 0 a so 1 0 i OR$ 10032 EDMONDS WAY EDMONDS, WA, 98020 ISSUED FOR: STAMP � 15311 � 8112/16 11/22/16 DRAWN BY: ALiLEi-r CHECKED B'CLILLD r SHEET CONTENTS � LEVEL 3 PLUMBINEI PLAN - LEVEL 3 1/811 = 1 1-011 SHEET NUMBER � ullsix stud'OMENG STRAZZARA ARCHITECTURE 'L""NN'NG CONSULTING 2001 WESTERN AVE SUITE 200 S I I'LlElLEL, WA USA 98101 11 F1 Fl. FfA FTFI E FUl 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F (206) 285-7111 SCHEMATIC DESIGN 3/8/2017 CLIENT/OWNER I Tlestgate Tillagz LLC TITLE � q TV . 0 a so 1 0 i OR$ 10032 EDMONDS WAY EDMONDS, WA, 98020 ISSUED FOR: STAMP � 15311 � 8112/16 11/22/16 DRAWN BY: ALiLEi-r CHECKED B'CLILLD r SHEET CONTENTS 9"MmovA PLUMBINEI PLAN - LEVEL 4 1/811 = 1 1-011 SHEET NUMBER � V1111TIAJ stud'OMENG STRAZZARA ARCHITECTURE 'L""NN'NG CONSULTING 2001 WESTERN AVE SUITE 200 S I I'LlElLEL, WA USA 98101 11 F1 Fl. FfA FTFI E FUl 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F (206) 285-7111 SCHEMATIC DESIGN 3/8/2017 CLIENT/OWNER I Tlestgate Tillagz LLC TITLE � q TV . 0 a so 1 0 i OR$ 10032 EDMONDS WAY EDMONDS, WA, 98020 ISSUED FOR: STAMP � 15311 � 8112/16 11/22/16 DRAWN BY: ALiLEi-r CHECKED B'CLILLD r SHEET CONTENTS 1/811 = 1 1-011 SHEET NUMBER � ullsim PROVIDE ACCESS DOOR FOR MAINTENANCE OF TRASH CHUTE SANITIZING SYSTEM. (BY OTHERS) 2" PRESSURE TRASH CHUTE SANITIZING WASH SYSTEM TEST DRAIN F IN WALL WITH SHUT OFF & ADJUSTABLE -1 PROPORTIONING VALVE. PROVIDED WITH 1 0-1 TRASH CHUTE BY OTHERS. no SOLENOID VALVE BY PC. WALL SWITCH & ROOFTOP MECHANICAL UNIT WIRING BY EC. ALTERNATE FOR MANUAL VALVE TO BE VERIFIED DHW DCW DHW DCW DHW DCW 8110 1 1 1 1 ALL EXTERIOR PIPING TO BE COATED ANSI Z21.75 LISTED AND LABELLED U WHA X FOR WEATHER PROTECTION. REFER FLEXIBLE GAS CONNECTOR 3/4" DHW. CONNECT TO TO SPECIFICATIONS. CHUTE DOOR NEAREST DHW MAIN. V I GROUND UNION TO BE LOCATED WITHIN 6'OF UNIT GAS PRESSURE REGULATOR I TRASH CHUTE IN )T WALL (BY OTHERS) FLOOR i \- 3/4" RPBA RATED FOR USE WITH 3 F1 I I I I I MTI"d"l I A Mt�� MM M�l T�� I I 140OF WATER TEMPERATURE, . i DISCHARISC Kr KELIEF WILKINS 975XL OR EQ A AV A 4 *.A A A-V TO MOP SINK OR FUNNEL 6110 1 1 1 FLOOR DRAIN UL 842 LISTED GAS 3 SHUT-OFF VALVE P/T P/T NOTES: DHW & DCW METER W/BATTERY POWERED TRANSMITTER. P/T 8 FIRE SPRINKLER HUB DRAIN DETAIL 7 TRASH CHUTE SANITIZING SYSTEM DETAIL REPEATERS ONE PER 30 RESIDENCES 120V/10 CONNECTION REQ'D SCALE: NOT TO SCALE SCALE: NOT TO SCALE 3 DATA CONCENTRATOR 120V/0 CONNECTION REQUIRED T REQUIRES COMPATIBLE DATA CONNECTION FOR BILLING COMPANY ACCESSIBILITY CONDENSATE OVERFLOW SWITCH WIRED BACK TO 1 PER BUILDING (2000 TRANSMITTERS MAX) HEIGHT DRIP LEG IN FAN COIL UNIT THAT AUTOMATICALLLY SHUTS PC TO PROVIDE AND INSTALL METERS AND BASES. OWNER TO PROVIDE THE GREATER OF ACCESSIBLE DOWN UNIT IF MOISTURE IS DETECTED. 0 3 PIPE DIAMETERS OVERFLOW SWITCH AND WIRING BY MC. TRANSMITTERS AND REPEATERS. INSTALLATION IS BY CONTRACTORS OR 311 LOCATION DRAIN SIZE TO BE PER CODE GRISWOLD M/N 3KO2L (LEAD-FREE) BUT NOT LESS THAN WITH REMOVABLE AUTOFLOW APT. WATER SUB -METERING SYSTEM ARCHITECTURE ROOFTOP UNIT GAS CONNECTION DETAIL PITCH DOWN CONNECTION SIZE CARTRIDGE (2-32 PSI, 1 GPM U.N.O.) 6 SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE TOWARD DRAIN CONN. TO 1/8"/FT MIN A DHWR LOOP 1/2" DHWR FROM 4- DHW RISER NAT. GAS PRESSURE REGULATOR. PROVIDE KEYED NOTES: + RAIN PAN (1) PER WATER HEATER B UNION (TYP.2)\- FULL -PORT BALL VALVE (D ASME PRESSURE &TEMPERATURE RELIEF A A CHECK VALVE (TYP.2) MEDIUM -PRESSURE NATURAL GAS COMB AIR INTAKE, SEE VALVE, ROUTE FULL SIZE TO INDIRECT P/T PLANS FOR ROUTING DRAIN. SEE NOTE THREADED HOSE END CONNECTION W/CAP HI RQ I TrTFn (-.Ar, FOR TEST & DRAIN DOWN. UNIT TYPE A B DRAW THRU 2" (50 MM) PLUS X X BLOW THRU if 1M�25MMM NI Ud 2X DHW RECIRCULATION BALANCING NOTES: 1. PROVIDE ACCESS PANEL IN CEILING FOR BALANCE VALVE ASSEMBLY. SHUT-OFF VALVE (TYP.) NSF 61 APPROVED MANUAL BALANCE VALVE. 2. MECHANICAL CONTRACTOR TO VERIFY FLOW CARTRIDGES ARE CLEAN PRIOR TO BALANCING. TAB CONTRACTOR TO VERIFY PRESSURE DROP IS BETWEEN MINIMUM AND MAXIMUM BALANCE TEMPERATURE GAUGE TO BE PROVIDED AT VALVE CARTRIDGE SETTING. PROVIDE DRIP LEG AT OUTLET OF MIXING VALVE (BY EACH WATER HEATER MANHPA(7HPFP OP FTF1 r) TNrTAI I Fr)) J. Ar I EK unvv PLAN I MIXING VALVE HAS BEEN SE I UP I AD k- 114 1 "1- 1 K I VEKIM unvv WHERE X = STATIC PRESSURE IN PAN RECIRCULATION TEMPERATURE VIA P/T PORTS ON BALANCING VALVE. IF TEMPERATURES ARE CONNECTION FLUE VENT, SEE PLANS TEMPERATURE GAUGE (0-200OF RANGE) NOTES: BELOW 112 DEG. F, TAB CONTRACTOR TO CONTACT RUSHING TO VERIFY IF BALANCE VALVE FOR ROUTING FLOW CARTRIDGE FLOW SHOULD BE INCREASED. 1. P.C. TO TERMINATE CONDENSATE TRAP 12" ABOVE SPLASH BLOCK 4. MC TO CARRY BUDGET TO REPLACE UP TO (10) OF THE CARTRIDGES WITH HIGHER GPM FLOW (BY P.C.) ON ROOF DECK. CARTRIDGES IF NEEDED. MC TO ORDER ADDITIONAL CARTRIDGES WITH THE INITIAL BV AT 1.0 2. P.C. TO ROUTE CONDENSATE TO INDIRECT WASTE CONNECTION. GPM ORDER FOR THIS PURPOSE. CONDENSATE OVERFLOW, 3. P.C. TO ROUTE CONDENSATE TO A ROOF DRAIN (BY P.C.). U* ROUTE INDEPENDENTLY TO 4. SEE SPLIT SYSTEM SCHEDULE FOR FURTHER INFORMATION. INDIRECT DRAIN CONDEP ROUTE - INDIRE( FLOOR LEVEL A A 4- 4 A A 4 CONDENSATE DRAIN DOM. HOT WATER RECIRC. BALANCE VALVE DETAIL A 4 A A 4 SCALE: NOT TO SCALE SCALE: NOT TO SCALE CONDENSATE LINE, ROUTE CONDENSATE NEUTRALIZER (SEE WH SCHEDULE) INDEPENDENTLY TO DCW & DHW RISERS INDIRECT DRAIN PER PLAN WATER HEATER NATURAL GAS & FLUE CONNEUIONS UTILIZE BALANCE VALVE TO MAINTAIN DCW & DHW FROM RISERS SCHEDULED RECIRC PUMP FLOW 3/4" (1 & 2 BATH UNITS) PROJECT CRITERIA: - X" DHWC REVERSE RETURN PIPING AQUASTAT MAX WATER VOLUME USED DURING WAIT FOR HOT WATER: 0.5 GALLONS ARRANGEMENT 3" DCW (�5 (SEE CP SCHEDULE) Ai( (5 P/T /P/T 18x18 ACCESS 1" - 3/4" REDUCER MAX WAIT TIME: GOAL IS 10 SECONDS, MAX ALLOWED IS 15 SECONDS - - - - - - P/T P/T PANEL BY P.C. IF REQ'D WAIT TIMES AND VOLUMES ARE BASED ON FULLY CIRCULATED RISERS P/T .0 - F--i X" DHWC DIRECTLY ADJACENT TO MANIFOLDS. 4" DCW T No &_� 4- CA P/T ni n5 3/4" METER PROVIDED BY P.C. (TYP.) (DHW METERING REQ'D PER CODE) (DCW METERING AS ALTERNATE) 0 3/4" DHW & DCW (24" MAX. LENGTH) PEX RUNOUTS TO - 3: 4" DHW TO BUILDING 1-1/2" D -1/2" DHW 3" DHW f CW --/'** (TYP) L-0 F_ (TYP) L-70 L7 SEE MANUFACTURER'S IF -- T (D 0 X SEISMIC TIE -DOWN (D (D I _y PIPING DIAGRAM FOR -i P/T I P/T -i P/T STRAPS PER UPC 4" DHW ADDITIONAL INFORMATION I" DCW 508.2 (TYP.) 17 17 L :1 L ji L 21 G) 01 FD-WH-Pl-1 REMOVE VALVE HANDLE ... AFTER INSTALLATION & L-10 L-10 L-10 TESTING j­+- j­+- j­*- I HEAT TRAP L-io C2 C2 FLOOR LEVEL 2 G) G) A A 4 A A 4 A 44 A A A - 'd 4 - A A FIXTURES (TYP.) CONCRETE OR STRUCTURAL PEX HEADER (TYP.) FOAM HOUSEKEEPING PAD DRES. UNIT WATER METER DETAIL (PLAN VIEW) DOMESTIC HOT WATER PIPING DIAGRAM 2 - 1 1 SCALE: NOT TO SCALE 0 SCALE: NOT TO SCALE Pex Pipe Size FIXTURE GPM Gallons between fixture and manifold DHW wait time (seconds) total distance Vertical distance horizontal pipe length 3/8" 0.75 gpm 0.13 gal 10 sec 25 ft 12 ft 13 ft 3/8" 1.00 gpm 0.17 gal 10 sec 34 ft 12 ft 22 ft 1/2" 1.50 gpm 0.25 gal 10 sec 24 ft 12 ft 12 ft 1/2" 1.75 gpm 0.29 gal 10 sec 28 ft 12 ft 16 ft 1/2" 2.00 gpm 0.33 gal 10 sec 33 ft 12 ft 21 ft 1/2" 2.50 gpm 0.42 gal 10 sec 41 ft 12 ft 29 ft 3/8" 0.50 gpm 0.13 gal 15 sec 25 ft 12 ft 13 ft 3/8" 0.75 gpm 0.19 gal 15 sec 38 ft 12 ft 26 ft 3/8" 1.00 gpm 0.25 gal 15 sec 51 ft 12 ft 39 ft 1/2" 1.50 gpm 0.38 gal 15 sec 37 ft 12 ft 25 ft 1/2" 1.75 gpm 0.44 gal 15 sec 43 ft 12 ft 31 ft 1/2" 2.00 gpm 0.50 gal 15 sec 49 ft 12 ft 37ft stud'OMENG STRAZZARA ARCHITECTURE 'L""NN'NG CONSULTING 2001 WESTERN AVE SUITE 200 S I 1-11LILEL, WA USA 98101 11 F1 Fl. Fild FTF1 E FE] 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 SCHEMATIC DESIGN 3/8/2017 CLIENT/OWNER I 11FTestgate Tillagz LLC TITLE � q1& 110 400 9�i OR$ 10032 EDMONDS WAY EDMONDS, WA, 98020 ISSUED FOR: I a h�tImllll a a STAMP � R2%1vWjWT1"kv 1531 1� 8112/16 11/22/16 DRAWN BY: ALiLEi-r CHECKED B'CLILLD r SHEET CONTENTS SHEET NUMBER � =1111 WATER HAMMER WASHING MACHINE ARRESTOR OUTLET BOX MOUNTING STRAPS 0 0 0 0 0 0 0 0 0 0 0 0 HOT COLD 0 0 0 0 0 0 o o -10-- 0 0 0 SEE CIVIL DRAWINGS ACCESS COVER W/ CONTINUATION BY 2" STAND PIPE FOR GRATING TYPE WATER TIGHT GASKET—\ VENT IRRIGATION CONTRACTOR TOP OF SLAB 308' A A A 7 7 7 7 7-777 AW A 4 A A A4 A- A it 4 A A A A-v WASHINGTON STATE APPROVED NON -POTABLE IRRIGATON SUPPLY JA DOUBLE CHECK VALVE BACKFILOW TO PLANTING AREA P.O.C. BY P.C. A 4 A A A ASSEMBLY (DCVA) (ASSUME 1" U.N.O.) J_ lX2" VENT 4 A A, --A APPROX. A m 36" AFF d 2" DRAIN TO SAN. SEWER A TER (t)l DCVA 1:77 4 4 A A PUMP DCW INLET DEDUCT METER 2" P-TRAP A 4, DISCHARGE A STRAINER WITH HOSE BY P.C. FINISHED FLOOR A A 44 A END BLOW DOWN 4 A 4 A NOTES: CONTROLLERS, TIMERS, AND 1. TO BE LSP PRODUCTS BRAND SWITCH HITTER STYLE 4 4 CLEANOUT 4 GATE POWER VALVES BY IRRIGATION WASHING MACHINE OUTLET BOX OR EQUIVALENT. INSPECTION CO COVER VALVE WIRING CONTRACTOR 2. TO BE FIRE RATED CONSTRUCTION WHEN INSTALLED TEE — A-w CHECK BY EC IN A RATED WALL. A A ELEV. TBD A 2" MIN + A t VALVE ft 1` 7 f A TBD 7 IRRIGATION POINT OF CONNECTION DETAIL 6 WASHING MACHINE OUTLET BOX INSTALLATION DETAIL SCALE: NOT TO SCALE SCALE: NOT TO SCALE 4A A 311 "ALARM" FLOAT WATER INLET. SUPPLY FROM WALL CHASE SHOWN MIN 4" CONCRETE A A 611 NEAREST DCW LINE. WIDENED FOR CLARITY CONSTRUCTION 24" MIN A G_ A LAG PUMP ON" FLOAT -w BOTH PUMPS ENERGIZED SAND INTERCEPTOR A A 12'1 A A BY PC y 1-1/2" VENT FROM A A 10 "LEAD PUMP ON" FLOAT WATER HAMMER POWER BY E.C. FLOOR DRAIN .4 A A 1211 1211 4 TBD (LEAD PUMP ALTERNATES) ARRESTOR VACUUM BREAKER ELEV. TBD i 1 4 444 A HEIGHT CALCULATED 7 A W r' A 4 IA 4 4 A A .9 TBD TO ALLOW MAXIMUM 4 .6 A v 10 CYCLES MOUR 0 0 ELECTRONIC MODULE WITH FUSE 31-611 x T-6" (VERIFY) PROVIDE LADDER A I FOR EACH PUMP > PER OSHA REQ'S A PUMP "STOP" FLOAT ELECTRONIC TRAP (S) PRIMER IN WALL, BALL VALVE SOLENOID VALVE ol SINK A Fump sum 4d 511 ZURN Z1020 OR NOTES: A 12" pum� Pum EQUIVALENT. PRIME-EZE W ER A. SUMP & CATCH BASIN BY PLUMBING CONTRACTOR L_—Arl/ ELEV. TBD PRIMER AND 0 HLADLR W/(5) OUTLILTS 0 SAVER TRAP PR ER B . FIBERGLASS SUMP IS AN ACCEPTABLE ALTERNATIVE. Is A "A 4 -w A. PIPING BY P.C. GRAVITY LINE. 0 ER A A4 61T A TO COFIRM WHE ER THIS IS ACCEP BILE 4'-0" x 4'-0" (VERIFY) 1/2" TRAP PRIMER LINE (TYP) FLOOR DRAIN ol 1-1/2" VENT FROM FOUNDATION DRAINAGE CATCH BASIN AND SUMP FLOOR DRAIN FLOOR DRAIN 5 SCALE: NOT TO SCALE GRAVITY LINE TO DRAINS (TYP). S EE PLANS FOR nn OPEN TRAFFIC GRATE FLUSH CLEANOUT MANHOLE CCVER—\ YVENT FIXTURE LOCATIONS TOP OF SLAB 308.00' 4 A 4W A 4 A Aq 4 4 4W A A A A-6 4 A .w A Lq A ­4 A, A A A A --A 4 FLOOR DRAIN W/ ELECTRONIC TRAP PRIMER 3 FLOOR DMIN W/ WATER SAVER TMP PRIMER SCALE: NOT TO SCALE SCALE: NOT TO SCALE d SAND INTERCEPTOR 4 4 1. SEE DETAIL 4/P-500 FOR BY PLMB. CONTR. BY OTHERS Ilo,— BY PC A 4 IRRIGATION REQUIREMENTS PUMP A 4, DISCHARGE IRRIGATION LINE. SEE LANDSCAPE DRAWINGS A A 4 4 A 10 44 A IRRIGATION POINT OF CONNECTION. 4 .6 A SEE FLOORPLANS FOR SIZE AND m LOCATION r4 4 A 4 CO COVER A 4 CHECK GATE VALVE POWER WIRING BY EC L A VALVE Tl t t I.E. TBD eA 211 MIN DCW` TO BLDG UNIT DISTRIBUTION PIPING r A 1 .1 -w 611 A I/ "ALARM" FLOAT MIN 4" CONCRETE r A A 611 REDUCED PRESSURE BACKIFLOW ASSEMBLY (RPBA). CONSTRUCTION "LAG PUMP ON" FLOAT WATTS MODEL 957 OR APPROVED EQUAL. (TYP. 2) A w A BOTH PUMPS ENERGIZED A A 611 A "LEAD PUMP ON" FLOAT PRESSURE GAUGE A 1211 1211 A A (LEAD PUMP ALTERNATES) ELEV. TBD " I I TBD HEIGHT CALCULATED A A 11 A.4 A A .6 1, A A. A TBD TO ALLOW MAXIMUM 4 A 10 CYCLES MOUR P/T P/T P/T P/T 31-611 x 31-611 PROVIDE LADDER PER OSHA REQ'S A 4 FOR EACH PUMP PUMP "STOP" FLOAT A 0--i PRESSURE 4" DCW` FROM METER NOTES: 44 L7 e-i GAUGE WYE STRAINER A. PROVIDE EXPLOSION PROOF ELECTRICAL CONNECTION FOR SUMP PUMP SYSTEM. 1211 Fu m Pr Fsu—m-]---- d 1511 MIN 2411 AFF B. SUMPS & SAND INTERCEPTOR BY PLUMBING CONTRACTOR C. PIPE INLET TO & OUTLET FROM SAND INTERCEPTOR TO BE MINIMUM 3" DIA. REFER A 1pumq E V ELEV. TBD MAX 60" AFF 11 11 A READED TO PLAN DRAWINGS. *A 4 A "A A A A 4 61T HOSE VALVE HUB DRAIN D. FIBERGLASS SUMP IS AN ACCEPTABLE ALTERNATIVE. 4 . A Ad A 7Z C. VAULT SHALL BE DESIGNED FOR BUOYANCY AND HYDROSTATIC PRESSURE. 41-011 x 41-011 D. VAULT SHALL BE DESIGNED FOR A FULLY SUBMERGED CONDITION. E. VAULT SHALL NOT RELY ON THE BUILDING STRUCTURE FOR BUOYANCY RESTRAINT. F. SUBMIT VAULT DESIGN STRUCTURAL CALCULATIONS STAMPED BY A PROFESSIONAL ENGINEER IN WASHINGTON STATE. (:D2 DOMESTIC BOOSTER PUMP PIPING INSTALLATION DIAGRAM DETAIL GARAGE DRAINAGE SAND INTERCEPTOR AND SUMP PUMPS SCALE: NOT TO SCALE SCALE: NOT TO SCALE studloMENG STRAZZARA ARCHITECTURE PLANN�NG CONSULT NG 2001 WESTERN AVE SUITE 200 S I I'LlElLEL, WA USA 98101 11 F1 Fl. FfA FTF1 1� FUl I 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 CLIENT/OWNER I Tlestgate Tillagz LLC q1& 4 40 'a 9�il I OR$, 10032 EDMONDS WAY EDMONDS, WA, 98020 ISSUED FOR: I a -1.1 m"ll a a IIII­D?_Nlf[OTL1��!�: � DRAWN BY: AaEi_r CHECKED B'CLILI'M r TITLE � STAMP � R2%lwwjwTl"kv 15311 � 8112/16 11/22/16 SHEET CONTENTS � H 0 ENN SHEET NUMBER I =11 LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1 3" DCW SERVICE FROM METER. UPSIZE TO 4" INSIDE BUILDING F RP-Pl-2�-�­- LEVEL Pl I jz— 4" DCW 4" DHW X" DHWC SEE DETAIL 1/P-500 FOR HOT WATER PLANT PIPING 4__ X" DHWC X" DCW X" DHW RESIDENTIAL UNIT ISOLATION VALVE AND METER ASSEMBLY. SEE DETAIL 2/P-500 (TYP). ZJUNIT3##1 ZI-UNIT 3## UNIT 2## 1-1/2" CAPPED DCW TO FUTURE RETAIL (TYP 3 LOCATIONS). LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1 LEVEL Pl stud'OMENG STRAZZARA ARCHITECTURE 'L""NN'NG CONSULTING 2001 WESTERN AVE SUITE 200 S I I'LlElLEL, WA USA 98101 206 587 3797 =1 2065870588 [IF] F1 . FfA FTF] E FE 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 SCHEMATIC DESIGN 3/8/2017 CLIENT/OWNER I Tlestgate Tillagz LLC TITLE � 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP � PROJECT NUMBER 15311 ISSUED FOR: PRE -APPLICATION SUBMITTAL 8112/16 ADB SUBMITTAL 11/22/16 DRAWN BY: AaEi_r CHECKED B'CLILLD r SHEET CONTENTS SHEET NUMBER � v 161111111 stud'OMENG STRAZZARA KEYED NOTES: NATURAL GAS METER & MANIFOLD ASSEMBLY BY PSE. PLUMBING CONTRACTOR TO COORDINATE INSTALLATION OF GAS METER W/ PSE. BBQ: • MANUAL SHUTOFF VALVE, GAS SOLENOID VALVE AND PIPING BY P.C. • TIMER, EMERGENCY SHUTOFF SWITCH (IN SERIES WITH TIMER), AND WIRING BY E.C. • INSTALL SHUTOFF VALVES IN ACCESSIBLE LOCATION: BELOW PAVERS OR WITHIN BBQ ENCLOSURE. • ALL EXTERIOR SWITCHES TO HAVE WATERPROOF ENCLOSURES. • GAS SOLENOID VALVE: HONEYWELL DIAPHRAGM VALVE #V48A. EC IS TO PROVIDE A PUSHBUTTON SHUT DOWN SWITCH FOR BOILERS AT EACH ENTRANCE TO THE BOILER ROOM AS REQUIRED BY STATE AND LOCAL CODES (WAC-296-104-303). SHUTDOWN IS TO COMPLY WITH THE REQUIREMENTS OF ASME CSD-1 PART CE. AUTOMATIC EARTHQUAKE -ACTUATED GAS SHUT-OFF VALVES TO COMPLY WITH ASCE-25, AND ALL REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND GAS UTILITY PROVIDER. BASIS OF DESIGN: PACIFIC SEISMIC PRODUCTS. PROVIDE SPACE IN GAS METER CONFIGURATION FOR ONE FUTURE GAS METER (NIC) TO BE INSTALLED FOR FUTURE RESTAURANT TENANT. FUTURE GAS METERS AND SEISMIC DEVICES FOR FUTURE TENANTS TO BE DESIGNED AND COORDINATED BY FUTURE TENANT. 11 M'i (400 MBH EACH) GAS E 120 V, q) ASCO 8210 VALVE. LINE E.C. ARCHITECTURE 'L""NN'NG CONSULTING 2001 WESTERN AVE SUITE 200 S I I'LlElLEL, WA USA 98101 11 F1 Fl. FfA FTF] E FUl 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 1 F: (206) 285-7111 CLIENT/OWNER I Tlestgate Tillagz LLC TITLE I @ TV . 0 a so 1 0 iyps 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP � 15311 � ISSUED FOR: PRE -APPLICATION SUBMITTAL 8112/16 I&Illamituo DRAWN BY: AaEi_r CHECKED B'CLILLD r y Am mm a-ka 11/22/16 � SHEET CONTENTS I SHEET NUMBER I v 191111 Preliminary Edmonds Westgate Product Recommendations C2DG Job #2016054 ument Date: June 28..2017 # _Desc� ti "Manufactu rer "Product 1 Underslab Vapor Retarder Vapor retarder directly below slab -on -grade at occupied spaces and any locations with floor finishes. Reef Industries, Inc., Griffolyn Type-65 10 mil. reinforced plastic - Class C Stego Industries LLC StegoWrap 10 mil. reinforced plastic - Class C 2 Dampproofing Waterproofing at back sides of planter walls that are not against living space. Henry Company CM-100 Pacific Polymers Elasto-Deck BT Tremco, Inc. TREMProof 250GC 3 Hot -Applied Waterproofing at hoizontal structural/PT concrete American Hydrotech, Inc. Monolithic Membrane 6125 Waterproofing slabs, over occupied space, with pavers or landscaping. Carlisle Coatings & Waterproofing, Inc. CCW-50OR CETCO Strataseal HR Soprema, Inc. COLPHENE H Tremco, Inc. TREMProof 6100 4 Liquid -applied flashing Self -terminating reinforced liquid applied flashing Soprema, Inc. Alsan Partically Reinforced Flashing System compatible with hot -applied waterproofing and SBS roofing. 5 Drain Mat (horizontal) Dimpled plastic drainage panels with woven filter American Hydrotech, Inc. Hydrodrain 990 fabric applied over protection board and hot -applied waterproofing at landscaped or split -slab areas over occupied space, also used to line planters, adjacent to --- -- --- -------- --- ------ - --- --- - Carlisle Coatings & Waterpro-ofing,-1-n-c --------------------------------- CCW Miradrain 9900 Soprema, Inc. SopraDrain 18-G or over occupied space. Tremco, Inc. TREMDrain 3000 6 Bentonite Waterpoofing Sheet waterproofing applied to face of wood lagging Carlisle Coatings and Waterproofing Inc. CCW MiraClay GM (over continuous drain mat) or face of shot-crete shoring (with vertical drain mat strips behind CETCO Voltex DS shot-crete. Also used at elevator pits for waterproofing around/below footing and side walls Of TREMCO, Inc. Paraseal LG pit. 7 Waterstops Bentonite waterstops at below grade and exposed CETCO Waterstop RX (bentonite) Akwastop (hydrophillic rubber) concrete joints at living or occupied space. Greenstreak Swellstop (bentonite) and Hydrotite (chloroprene rubber) TREIVICO, Inc. Superstop 8 Drain Mat (vertical) Dimpled plastic drainage panels with woven filter Carlisle Coatings and Waterproofing Inc. CCW Miradrain 6200XL fabric applied over (or behind) bentonite waterproofing at backfilled foundations, retaining CETCO Aquadrain 15XP TREMCO, Inc. TREIVIDrain 10OPF walls and shoring walls. 9 Traffic Coatings Elastomeric membrane applied to concrete slabs that Carlisle Coatings and Waterproofing Inc. CCW 5123 are over spaces and exposed to the weather. Exposed membranes at decks or balconies. Degussa Building Systems, Sonneborne Brand Products Sonoguard Pacific Polymers International, Inc. Elasto-Deck 5000 HT . .. . ................................................................................... TREMCO, Inc. Vulkem 350 NF/345/346 10 Water Repellents Transparent penetrating water repellent applied to BASF Construction Chemicals, LLC. Hydrozo 100 exposed exterior concrete or CMU (planter walls, guardrail walls, exterior building walls and columns). Evonik Industries Protectosil Chem-Trete BSIVI 400 PROSOCO, Inc. SURE KLEAN SL 100 Not required at concrete walls in parking garage area where protected by floor above and not subject to wind -driven rain. Tnemec, Inc. Dur A Pell 100 11 Anti -graffiti Repellent Water repellent per above description with an Evonik Industries Protectosil ANTIGRAFFITI anti -graffiti component. Bid alternate. PROSOCO, Inc. SURE KLEAN Blok-Guard and Graffiti Control Ultra Tnemec, Inc. Dur A Pell GS 12 Vapor Barrier Interior vapor barrier to control vapor transmission Certainteed Corporation MemBrain Smart Vapor Retarder through the wall assembly and prevent moisture condensation at the dew point. Benjamin Moore and Co. Super Spec latex Vapor Barrier Primer Sealer 260 13 Air Barrier Breathable membrane behind exterior cladding (over Vaproshield WrapShield SA sheathing) that prevents water intrusion through the wall assembly and allows the wall to breathe (vapor to escape). When installed as self -adhered, the WRB will provide an air barrier. Air barrier to meet endhanced requirements 13a Penetration Wrap Liquid Flashing: Sealant gun applied and trowelled Vaproshield VaproLiqui-Flash with Wrapsield SA Liquid flashing applied over self adhered WRB to bridge over the cut edges of gypsum sheating per manufacturer with metal backdam to form sill pan and penetration flashing at window openings, door jambs and head as well as penetration flashing at other areas. At door sills, soldered sheet metal sill pans are utilized. 4o/o��m����/L\o-W-'s/1\6-�o\ft�mem'b�e"s-V �e�NWit �RoA_s-s-em\b4A`erana`0,3-�y high-reflectivy coating as required for LEED credits. applied modified bitumen SBS assembly Can be installed / used under roof decks with a protection board and under landscape trays with with a root barrier and drain mat Soprema, Inc. Sopranature Green Roof System Sopralene Flam 180 FRGR - 15 --------------------------------------------------------------------------------- Exterior Sealants Exterior latex "hybrid" sealant at fiber cement Bostik Findley, Inc. PRO IVIS 50 products, vinyl window frames, areas that require sealant to be painted with exterior latex paint. Degussa Building Systems, Sonneborne Brand Products Sonolastic 150 Exterior silicone sealant at exposed concrete, ---------------- Dow Corning, Inc. Dow 795 Silicone storefront frames, areas where sealant is left unpainted or is painted with a compatible elastomeric coating. 15A Air Barrier Sealant Sealant around the perimeter of window and door Dow Corning, Inc. Dow 758 Silicone frames to penetration wrap required as part of the continuous air barrier. Also used to fill gaps and voids at penetration wrap prior to application of liquid WRB 16 Elastomeric Coating (paint) Breathable elastomeric paint coating for exterior Dow Corning, Inc. All -Guard cast -in -place concrete to be painted. Momentive Performance Materials SilSheild SEC2400 17 Tank Liner Internal applied membrane to inside surface of storm Gaco Western GACOFLEX LM-60V water concrete detention tank. Tremco, Inc. Tremproof 250GC LEGEND: Un-Highlighed: Equal products, each manufacturer or product listed is comparable. Light Blue Highlight: Upgrade or preferable selection. WATERPROOFING NOTES WP1 HOT APPLIED WATERPROOFINE WP2 BENTONITE WATERPROOFIN�_ WP3 DAMPPROOFIN 0 / COLD -APPLIED WATERPROOFIN 11 WP4 ROOF MEMBRANE WP5 NOT USED WP6 WATERPROOFINE- ADMIETURE WP7 TRAFFIC COATINE WP8 WATER REPELLENTS WP8A ANIT-EIRAFITI REPELLENTS Mw FLASHING SCHEDULE ITEM GAUGE LAPS OR SEAMS FINISH 26 SOLDERED END DAMS BONDERL 'ED 0SM (BUSM) FLASHINEI WINDOW & WINDOW WALL 2 PC FULLY SOLDERED (EALVANIFIED SHEET SILL PANS 24 ENDS 6" LAPS SET IN 3 METAL) ISM BEA DS SEALANT DOOR SILL PANS 24 1 PC FULLY SOLDERED NO LAPS STOREFRONT PANS MATCH STOREFRONT FULLY WELDED NO LAPS ANODII-TED ALUMINUM FRAMES FULLY SOLDERED 2 PC KNIFE PLATE FLASHINE 24 FLASHINEI LAPPED E SET [ISM TOE ETHER IN SEALANT DRIP FLASHIN� IS / KICK 24 4" LAPS SET IN SEALANT BESM OUT FLASHIN[ IS UTILITY BOI­ CAP FLASHINr 24 FULLY SOLDERED EEHAUST VENT HOODS E 24 FULLY SOLDERED BFISM FLAN Ei ES STOREFRONT CURB FLASHINEI (INDEPENDENT 22 4" LAPS SET IN 3 BEADS ANODII IED ALUMINUM OF PAN) SEALANT COUNTER FLASHINLI LI REITLETS 24 4"LAPS [ISM STANDINI I SEAMS OR SPLICE PLATE, AS COPINI IS 24 DETAILED 6" LAPS EA. SIDE B:� ISM SET IN 3 BEADS SEALANT E.S. COPIN11 CLEATS E SPLICE BUTT JOINTS, ALLOW FOR PLATES 22 EEPANSION S M BALCONY ED� !E FLASHINI 1 (WITH TRAFFIC COATINEi) 24 4" LAPS FULLY SOLDERED BLISM BALCONY DECK TO WALL FLASHINEI (WITH TRAFFIC 24 4" LAPS FULLY SOLDERED [ISM COATIN[-i) BOOT FLASHINES 24 FULLY SOLDERED [ISM SCUPPERS 24 FULLY SOLDERED [ISM CONDENSIN� I UNIT 22 STANDINE, SEAMS [ISM PLATFORM ��D�ENSER 4NJ;,H�OD_ 24 =_ � _L " F Y�� �_Q� E �E D _ [ISM I I I I I , , , I I I AIR BARRIER (AB) GENERAL NOTES: 1 . THIS PROJECT IS RELIUIRED TO HAVE A CONTINUOUS AIR BARRIER PER THE REIFUIREMENTS OF THE 2015 WASHINETON STATE ENEREY CODE (WSEC). 2. BUILDINE ENVELOPE, INCLUDIN11 AIR BARRIER INSTALLATION, WILL BE INSPECTED DURINLI CONSTRUCTION AND TESTED IN ACCORDANCE WITH WSEC RE-, IUIREMENTS FOR RESIDENTIAL AND NON-RESIDENTIAL SPACES. INSPECTION AND TESTINI-1 REPORTS WILL BE PROVIDED TO THE LOCAL BUILDINI DEPARTMENT UPON SUBSTANTIAL COMPLETION. a N Nr 0 oil Fligh low No= 160911 91110101 1W 0 1 Al I I I Q 11112 KOM I M I = Mel 4 W1007i 10 11 A IVA 4.1. WEATHER -RESISTIVE BARRIER (WRB) 4.2. PENETRATION FLASHINI, I 4.3. SELF -ADHERED UNDERLAYMENT AND MEMBRANES 4.4. ROOFINI-I MEMBRANE 4.5. VINYL NAIL FIN WINDOWS, PATIO DOORS, AND SWINE DOORS 4.6. ALUMINUM STOREFRONT FRAMINE, FILAIIINE, AND ENTRANCES 4.7. SEALANT AND DOUBLE SIDED TAPE (AS CALLED OUT IN DETAILS AND AS RE[ I UIRED BY WRB MANUFACTURER FOR AIR BARRIER INSTALLATION NOTE: SECTION IS DIAL] RAMMATIC AND NOT INTENDED TO REPRESENT PROJECT - SPECIFIC BUILDIN[T SECTIONS BUILDING ENVELOPE NOTES: ��I �IQI ��I 1 11 1 il 1� �111 , 1 11 1 11 1 '' I I 2. PROVIDE PENETRATION WRAP & FLASHINE AT SWINE DOORS & SLIDERS PER SHEET BE401. 5. SEE 19 BE403 FOR FLASHINE TERM INATIONXERF AT CONCRETE WALLS (WITHOUT A CAST REVEAL). 6. SEE 18 / BE403 FOR TYPICAL SEALANT JOINT & BACKER ROD. 7. INSTALL FLASHINI--, LAP JOINTS PER 2 / BE403. 9. PROVIDE A 2-PIECE FLASHINE COLLAR AT PENETRATIONS THAT WILL NOT ACCEPT A 1-PIECE OR [IUICKFLASH COLLAR - SUCH AS METER PIPIN[_I PER 10 / BE403. 10.CONTRACTOR RESPONSIBLE FOR COORDINATINE FLASHINE AND OTHER BE ELEMENTS WITH DOOR SWINE, WINDOW, TRICKLE VENTS AND OPENINI-1 PANES AND OTHER OPERABLE PARTS OF THE BUILDIN[_1S. WINDOW WRAP NOTES: PENETRATION FLASHINE PENETRATION FLASHIN11 AND PRE -FORMED CORNER BOOTS TO BE WEATHER RESISTIVE BARRIER PER SPECIFICATIONS JUT SHEETINDEX BEOOO INDEI-I, I_IENERAL NOTES AND SCHEDULES BE100 BELOW-ERADE DETAILS BE200 AT-ERADE DETAILS BE300 WALL DETAILS BE400 WINDOW WRAP SEEiUENCE BE401 SWINE DOOR WRAP SEEUENCE BE402 KNIFE PLATE WRAP SEEUENCE BE403 PENETRATION WRAP SEEUENCE BE500 WINDOW AND DOOR DETAILS BE900 ROOF DETAILS SELF ADHERINE KA I= KA P PA 11\1 P i -i CONDITIONED AND UNCONDITIONED SPACES I I 'all! 150111m, 3 11 a OEM _1 I I 1 "13 - luo 1� RCW 64.55 CERTIFICATION StUd'OMENG STRAZZARA ARCHITECTU PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S EEFErE, WA USA 98101 206 587 3797 U-1 2065870588 F TT FI. FTEd MITT 71 ME] 2476 Westlake Ave IN Suite #102 Seattle, WA 98109 t: 206.283.0066 I VMPA f: 206.283.0972 e : i nf oL@ c ross2d g . com w: www. cross2d g . Go rn CROSS 2 DESIGN GROUP Architecture E Building Envelope 0 Design COPYRI-HT @2017 CROSS 2 DES]-, N:-ROUP THESE DOCUMENTS, THE IDEAS AND DESI NS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFCROSS2DESl N -,ROUPANDARE NOTTO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORI[ ATION OF CROSS 2 DESI N ROUP. CLIENT/OWNER TITLE 10032 EDMONDS WAY EDMONDS, WA, 98020 6888 111, REGISTERED LARCHITECT -'JOHN BRAD M10GUE STATE OF WASHINGTON )W_ PROJECT NUMBER )TIO 15311 ISSUED FOR: DATE: dR BUILDING PERMIT #0 3/14/17 Y -BLDG PERMIT CORRECTIONS #1 1 - 06/20/2017 DRAWN BY: AEEII-Ir CHECKED B'CIIF-FFFr SHEET CONTENTS INDE11, IIENERAL BE NOTES AND SCHEDULES SHEET NUMBER SCALE:NTS SHO� VERT DR� STRIPS I SHOI LU LL C r z L 0 flow9m, 11 L/ CONCRETE FOUNDATION mom SHOTCRETE SHORIN11 SCALE: 3" V-0" a a a am m a a w DRAIN MAT - SHEET DRAIN FOUNDATION WALL JO11 BASE DRAIN COMPOSITE 1 EEDRAIN MAT - FOR SHOTCRETE DRAININO; 211d DRAIN MAT 1 EESIDEOUT CONNECTOR - AS PER MFR. 211d SIDEOUT CONNECTOR - MODIFIED TO HAVE INLET 1 -1/ PVC PIPE AT THE BACK - SEAL AS PER MFR. SCALE: N.T.S. CONCRETE WALL AS PER STRUC. PRIMER REINFORCINF] MESH POLYURETHANE TRAFFIC COATINL-1 CANT AS REE UIRED SEALANT AND BACKER ROD EEPANSION ROD CONCRETE DRIVEWAY SLAB AS PER STRUC. NOTE: TRAFFIC COATIND OCCURS AT ]ARAFIE ENTRANCES, FROM EETERIOR DOOR TO TRENCH DRAIN. BOEI OUT DETAIL CAST -IN -PLACE CONCRETE WALL BENTOSEAL CANT BENTIONITE WATERSTOP PIPE BENTOSEAL BENTONITE WATERSTOP BENTIONITE - SHEET - APPLIED MEMBRANE COLLAR BENTIONITE - SHEET -APPLIED MEMBRANE CONTINUOUS DRAIN MAT PENETRATION WITHOUT SLEEVE CONCRETE WALL AS PER STRUCTURAL DRAIN MAT - SHEET DRAIN BENTIONITE - SHEET -APPLIED MEMBRANE BENTOSEAL BENTOSEAL WATERSTOP BENTIONITE - MEMBRANE PATCH TIE -BACK - HEAD REMOVED FILL VOIDS 1-1/ SPRAY FOAM SHOTCRETE BLINDSIDE DRAIN MAT STRIPS PER SHORINI] DRAWINES f�AST- IN - PLACE DNCRETE WALL :NTOSEAL CANT :NTONITE WATERSTOP EEVE DDULAR SEAL "STEM PE )N-SHRINK EROUT "NTONITE WATERSTOP :NTONITE SHEET- APPLIED _MBRANE COLLAR :NTONITE - SHEET 'PLIED MEMBRANE DNTINUOUS RAIN MAT ��iiOTCRETE WALL PENETRATION WITH SLEEVE SCALE: 3" =11'4' SCALE: 3" =1'-O" TIE BACK DETAIL AV ZA CONCRETE WALL BENTONITE SHEET APPLIED MEMBRANE SLAB ON ERADE CONTINUOUS DRAIN MAT < BASE DRAIN FPARKINF] 1� BENTONITE WATERSTOP < < THRU WALL DRAIN > > > LINE PER EEO -TECH CONNECTOR PER DRAIN < MAT MANUFACTURER <1 Z� < PERIMETER FOOTIN11 < DRAIN 41 < < FOUNDATION FOOTINLI FOOTINE] AT EIARAEIE SCALE: 1-1/2" =V-0" DRAIN MAT - SHEET DRAIN SHOTCRETE WALL BENTONITE - SHEET -APPLIED MEMBRANE CONTINUOUS DRAIN MAT CAST -IN -PLACE CONCRETE WALL CAST -IN -PLACE CONCRETE SLAB DRAIN MAT- BASE DRAIN BENTONITE WATERSTOP SIDEOUT CONNECTOR - SEE 13 / BE1 00 SEAL AS PER MFR. BENTOSEAL VAPOR RETARDER - UNDER OCCUPIED SPACES 0/ FLOOR FINISH 2" DIA. PVC COLLECTOR PIPE 4" DIA. TIEHTLINE PVC FOOTINE] DRAIN CONCRETE FOOTINI-11 COMPACTED SUBSTRATE DRAINAEE FOUNDATION TO FOOTIN11 DRAIN SCALE: 1-1/2" 1' 77_�� SCALE: 1-1/2" =1'47-�� SCALE: 1-1/2" =1'-O" SCALE: 1-1/2" 1'- SCALE: 1-1/2" =1 77-�� CAST -IN -PLACE CONCRETE BENTONITE CONCRETE WALL COLUMN BEYOND WATERSTOP BENTONITE Z' SLAB-ON-E RADE 11 RANULES 0 BENTIONITE WATERSTOP P.T. SLAB — ----- 0 VAPOR RETARDER 7 0 FOOTINE 0 VAPOR BARRIER J_ 1211 4 PARKING 1 VARIES ON RAMP CONCRETE SLAB ON CONCRETE FOUNDATION FREE -DRAININ11 ERADE-SEE WALL PARKINE, MATERIAL STRUCTURAL CONT. TERM DOWEL AND WATERSTOP BAR & MASTIC < Z_-� z� FREE-DRAININEI MATERIAL CONIC. FDN WALL­`,� LX I N E-1 DRAINAEIE MAT W.F. SOLDIER PILE ---------------- Z� BENTIONITE DRAIN MAT < [PARKINT511 z WATERPROOF IN[ BENTONITE SHEET - - - - - - - ----------- - --------- - - - --------- - ------- - APPLIED MEMBRANE TRANSITION LAI] DINE] TO SHOTCRETE FOUNDATION WALL S.O.11 AND P.T. SLAB El ARA[] E WALL AT RAMP NOT USED TYPICAL COLUMN FOOTIN11 SCALE: 1-1/2" =11'4' SCALE: 1-1/2" SCALE: 1-1/2" =V_0" SCALE: 1-1/2" 1'- 0" SCALE: 3" =11'4' FLUSH DRAIN SEALANT POLYURETHANE TRAFFIC COATINE PRIMER PT SLAB TRAFFIC COATINEI - DRAIN CONCRETE DRIVEWAY SLAB AS PER STRUC. POLYURETHANE TRAFFIC COATINE] PRIMER SAW -CUT KERF IN CONCRETE TRENCH DRAIN TOPPIN! ISLAB STRUCTURAL FILL CONCRETE SLAB PER STRUC. mail [EF-IT STAIR] 21-011+ V X\5' X�1' X\ /X\ /�XXX XXRX zz x /X X ZA X X �,,X \X x x X/ XXXX N N xz, X �\/,X,X\ x x x \\\ A �x /X XXX /x x/" X /Xxxxxx� z /Xxxxxxx /\\x/Xx/X\\,�,, �"\\/z X /XXXX X x x X zz, /Xxxx\//z �z Xx X \ x x SLAB ON F] RADE - SEE STRUCTURAL M M M M FOOTINE PER 77 7 \-\�/\ zn / ' / ' / STRUCTURAL X X/ x X & X �ELEVATO xx\� /�x \x \`X\ x \X\ X /X/ /X/\ X x X\ �x X x < #1 1 /N N XX /Xxx\� X < /X / // /xx\/ X� X\ /, X \x X /\X� < < Z� zi X x /\Xx\ /xx X\ x x x \y\Xy\X�/x \/z CONTINUOUS BENTONITE (2) LAYERS BENTONITE WATERSTOP, TYP. SHEET APPLIED MEMBRANE TYPICAL ELEVATOR PIT stud' 10MENG STRAZZARA ARCHITECTU PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S EE11110, WA USA 98101 206 587 3797 U 2065870588 F F] Fl. [TA UF] 71 ME] 2476 Westlake Ave IN Suite #102 Seattle, WA 98109 t: 206.283.0066 f: 206.283.0972 e: infogcross2dg.com w: www. cross2d g . Go rn CROSS 2 DESIGN GROUP Architecture E Building Envelope 0 Design COPYRI-HT@2017 CROSS 2 DES]-,N FROUP THESE DOCUMENTS, THE IDEAS AND DESI NS: INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFCROSS2DESl N -,ROUPANDARE NOTTO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORI:i ATION OF CROSS 2 DESI N ROUP. CLIENT/OWNER Westgate Village LLC TITLE Westgate Edmonds 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP 6888 111, REGISTERED LARCHITECT d5 _1k J0 HN BRAD MINIGUE STATE OF WASHINGTON KEY PLAN PROJECT NUMBER 15311 ISSUED FOR: BUILDING PERMIT #0 APPROVALBY: DRAWN BY: AEEEE1r CHECKED B'CF1F_FFFt DATE: 3/14/17 SHEET CONTENTS BELOW [I RADE DETAILS SHEET NUMBER _ SCALE: 3" =11'4' SCALE: 1-1/2" =V-0" SCALE: 1-1/2" =V-0" SCALE:NTS STEP A: STEP A: &a 0 0 a BASE WALL FLASHIN11 INSIDE CORNER NOTE: WHERE FIT. SLAB CARRIES THROUEH - 1 4 PROVIDE WS1 Y4" WATERSTOPS TE]B / -----WATER REPELLANT ANTI-[F RAFFITI REPELLANT 1/2" SELF-LEVELIN El SEALANT AND BACKER ROD OVER ELEPANSION JOINT COLD -APPLIED WATERPROOFINI I - TERMINATE AT SIDEWALK - BELOW SEALANT I SIDEWALK CONT. ALUM. z TERM. BAR AND MASTIC [-TERM BAR El/ SEALANT WP2 - BENTONITE WATERPROOFIN11 kCONT. DRAIN MAT WATERPROOFIN11 TERMINATION SIDEWALK SCALE: N.T.S. SCALE: 3" �T� WEATHER RESISTIVE CAP AS PER LANDSCAPE DRF]. BARRIER / AIR BARRIER RUBBERIFIED ASPHALT CLADDIN71 PER ARCHITECTURAL PERFORATED STANDPIPE - AS PER VATERPROOFINLI TERMINATION BAR LANDSCAPE DRE].. JEOPRENE FLASHINE WALL TYPE PER ARCHITECTURAL FILTER FABRIC AS PER LANDSCAPE SAMF k DRF1. PROTECTION COURSE FLASHINE] TAPE 24 EAULIE LEALVANIEED BASE DRAIN MAT FLASHINIF WITH DRIP EDEE j4k INSECT SCREEN 4k DRAIN STRAINER AS PER PAVERS ON PEDESTAL LANDSCAPE DR[F. PROTECTION COURSE HOT RUBBERITTED ASPHALT MEMBRANE WITH REINFORCINF] FABRIC IOT RUBBERIFIED ASPHALT SLOPE NATERPROOFIN11 TO DRAIN JEOPRENE FLASHINE X_ x:::X_�_qq1 6" MIN. BASE WALL FLASHINEI OUTSIDE CORNER SCALE: N.T.S. PLANTER WALL AS PER ARCHITECTURAL HOT RUBBER MEMBRANE AND DRAIN MAT STOPPINF_ ANTI-FTRAFFITTI /WATER TERMINATION BARS -REPPELLANT / ELASTOMERIC FILTER FABRIC AS PER COATINE-1 PER PLAN LANDSCAPE DR11. DRAIN MAT PARA F] RAN U LAIR CANT PROTECTION COURSE PODIUM SLAB - SLOPED TO DRAIN /-TERMINATION BAR HOT RUBBERI OED X ASPHALT MEMBRANE WITH REINFORCINE] > FABRIC X/ > I > DRAIN MAT f X > x > BENTONITE WATERSTOP[ PLANTER WALL NEOPRENE FLASHIN11 PRIMER -DRAIN PER PLUMBINEE PLANTER DRAIN NOT USED SCALE: 1-1/2" =V-0" 1/2" MINIMUM SEALANT JOINT WITH BACKER ROD AND COMPRESSIBLE FILLER BELOW --]ED ASPHALT MEMBRANE HOT-RUBBERI� WITH REINFORCED FABRIC WITH CORNER REINFORCMENT DRAIN MAT PROTECTION BOARD 1 �7 < - --- ------ ---- R1111D INSULATION FOAM BENTONITE WATERSTOPS --TERM BAR El/ SEALANT BENTONITE - SHEET -APPLIED MEMBRANE TERM BAR IT/ SEALANT 14 DRAIN MAT - SHEET DRAIN TOPPIN11 SLAB 0 ENTRY SCALE: 1-1/2" =V-0" WALL ASSEMBLY PER ARCHITECTURAL / LANP. 01 PER ARCH ITECTU RALI 12" MIN. RECOMMENDED� WEATHER RESISTIVE < BARRIER LAP OVER AND S EAL TO F LAS H I N E] < MAINTAIN MINIMUM < CLEARANCE PER CLADDINE 411 MANUFACTURER BALLAST PER LANDSCAPE < I/ DRAWINEES MASTIC CANT ZA < ZA BASE OF WALL FLASHINLI WITH HEMMED EDFIE ZA PROTECTION BOARD DRAIN MAT < <�7 ZI HOT RUBBERIUED ASPHA4_T MEMBRANE WITH < MASTIC CANT <7 T FABRIC '6 REINFORCINI 16 < NEOPRENE FLASI-14"'J PT SLAB PRIMER CLADDINEI TERMINATION - PODIUM /100 SCALE: 3" =V-0"' SCALE: 3" =1'-O" PAN PER 10 / BE401 DOOR THRESHOLD AS PER ARCHITECTURAL DRAIN BODY W/ 2" COLLARED OVERFLOW PROTECTION COURSE TO 2" ABOVE ROOF SLAB SURFACE //--STEPPED //-NEOPRENE FLASHINF_- HOT RUBBERIFIED ASPHALT /I A A _MEMR ANE WITH 411 M IN. REINFORCINLI FABRIC < < < w 0- W < ry F-1 < ------------ < TIEHTLINE TO STORM DRAIN, TYP. PROVIDE P-TRAP IF REI I'D BY CODE FIRE CAULKINEE COURTYARD FLOOR DRAIN rA SCALE: 3" =V-0"' FACE OF SHEATHINIF WEATHER RESISTIVE BARRIER CLADDINF1 OVER FURRINFT PER ARCHITECTURAL FURRIN11 STRIP S.A.M. ADHERINTE WRB TO SHEET METAL FLASHINE SHEET METAL FLASHIND, SPRINT] BOTTOM OF FLASH IN[F Till HT TO CONCRETE WALL, PROVIDE FULLY SOLDERED SHEET METAL BOOTS AT CORNERS AND TRANSITIONS S.A.M.F. SEALINTi SHEATHINFi TO WATERPROOFIND E,- POSED CONCRETE / CMU, WATERPROOF PER SPECIFICATIONS SIDIN11 TERMINATION AT ELIPOSED CONCRETE K4 - < PAVERS ON < PEDESTAL < PROTECTION BOARD < PRIMER A A THRESHOLD - PODIUM SCALE: 3" =1'-O" CONCRETE WALL AS PER ARCHITECTURAL �-WATER REPELLANT / 7 11 / ANTI-[ I RAFFITI REPELLANT I/ I/ COLD APPLIED q I/ WATERPROOFINE] - Iq TERMINATE AT FT RADE 7 7 'q'j 11 1 E­ El RADE SLOPED AWAY 1 FROM WALL 7 1 7 I 7 7 11 1z CONT. ALUM. z TERM. BAR AND MASTIC FTERM BAR 0/ SEALANT 7 WP2 - BENTIONITE V, WATERPROOFINI I 7 1� 7 1 CONT. DRAIN MAT WATERPROOFINE] TERMINATION - EIRADE WEATHER RESISTIVE BARRIER AIR BARRIER CLADDINF1 PER ARCHITECTURAL ON FURRINE] PENETRATION WRAP PRE -FINISHED DRIP FLASHINEE 1/2" SEALANT JOINT AND BACKER ROD INSECT SCREEN PRE -FINISHED DRIP FLASHINEE STOREFRONT FRAME TYPICAL STOREFRONT HEAD SCALE: 1-1/2" =V-0" z� Z� \x/ \x/ \></ \x/ \></ \x/ <7 <7 < < WP1 - CO�JTINUOUS DRAIN MAT Z� THROU[_IHOUT P06IUM,Z-1 ----PRE-STRIPE UNDER WALL PER DETAIL 20 UNDER PLANTERS A- CEINT./kOTECTION < BOARD < PLANTER AT ELITERIOR WALL PRE -FINISHED LOUVER PER MECHANICAL SET BACK OF STOREFRONT FRAME IN SEALANT Im9%&3 w CONCRETE WALL PER STRUCTURAL TYPICAL MECHANICAL LOUVER AT CONCRETE SILL ANTI-FIRAFFITI / WATER REPELLANT/ ELASTOMERIC COATINFE PER PLAN 8" MIN. WIDTH OF WALL 8" MIN. ------ HOT RUBBER HOT RUBBER HOT RUBBER PRE -STRIPE PRE -STRIPE PRE -STRIPE ��jj HOT RUBBER AT STEEL REBAR SCALE: 3" = V-0" DOOR ASSEMBLY END DAM OF SILL PAN BEYOND DOOR THRESHOLD STAINLESS STEEL SILL PAN, BACK TERMINATE UNDER DOOR THRESHOLD 1/2" SEALANT JOINT WITH BACKER ROD AND COMPRESSIBLE FILLER BELOW HOT APPLIED LAPPED OVER TERMINATION BAR CONCRETE SIDEWALK CONTINUOUS ALUMINUM TERMINATION BAR AND MASTIC TERMINATION BAR AND SEALANT BENTONITE SHEET APPLIED MEMBRANE CONTINUOUS DRAIN MAT DOOR SILL AT CONCRETE CURB SCALE: 3" =1'-O" STOREFRONT FRAME ON SHIMS AS PER ARCHITECTURAL L-AN �F LE LIOUID FLASHINF,_,1 CURB AS PER ARCH. - CHAMFER ED,'--IE WATER REPELLANT _IRAFFITI REPELLANT ANTI-[ 1/2" SEALANT OVER ELEPANSION JOINT MATERIAL TERMINATION BAR FT/ SEALANT BENTONITE - SHEET APPLIED MEMBRANE DRAIN MAT TYPICAL STOREFRONT SILL A� stud'OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S M0110, WA USA 98101 206 587 3797 U-1 2065870588 F1 T1 Fl. [TA UF1 717111 2476 Westlake Ave IN Suite #102 Seattle, WA 98109 t: 206.283.0066 I f: 206.283.0972 VMPA e : i nf oL@ c ross2d g . com w: www. cross2d g . Go m CROSS 2 DESIGN GROUP Architecture E Building Envelope 0 Design COPYRI-HT @2017 CROSS 2 DES]-,N:-ROUP THESE DOCUMENTS, THE IDEAS AND DESI NS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFCROSS2DESl N -,ROUPANDARE NOTTO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORI:1 ATION OF CROSS21DESI N ROUP. CLIENT/OWNER Westgate Village LLC TITLE Westgate Edmonds 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP 6888 )l REGISTERED OIT LARCHITECT JOHN BRUAD MIN77 STATE OF WASHINGTON KEY PLAN PROJECT NUMBER 15311 ISSUED FOR: BUILDING PERMIT #0 APPROVALBY: DRAWN BY: AEEIEr CHECKED B'CFIF-FFFt DATE: 3/14/17 SHEET CONTENTS AT - El RADE DETAILS SHEET NUMBER 200 SCALE: 3" =1'-O" SCALE: 3" =1'-O" SCALE: 3" =1'-O" SCALE: 3" =1'-O" SCALE: 3" = V-0" IN RESISTANT _NT STRIP �NEL AS PER ,TURAL L IN J-CHANNEL ��REEN 6,S PER mmurli i r-GTURAL SOFFIT EIVENT STRIP SCALE: 3" =1'-O" '--1/4" LIAP SCREW AND NEOPRENE WALL PER ARCHITECTURAL WASHER CLADDINE, OVER FURRINF] PER ARCHITECTURAL 2" MIN OVERLA WEATHER RESISTIVE BARRIER PRE -FINISHED AIR BARRIER SHEET METAL COPINU WITH FLASHINE] TAPE, TYPICAL STANDINU SEAM WEATHER RESISTIVE BARRIER FURRINF] STRIP CORNER PIECE 24 EAUEE PRE -FINISHED WEATHER SHEET METAL FLASHINF-i RESISTIVE WITH DRIP EDrjE BARRIER INSECT SCREEN 22 EAU11E CONTINUOUS METAL CLEAT SOFFIT FRC PANEL SCALE: 3" =1'-O" FLASHIN11 TAPE INSECT SCREEN 40 MIL Hk !H TEMP SELF ADHESIVE MEMBRANE CONTINUOUS CLEAT 3" MIN OVERLAF INSECT SCREEI` WEATHER RESISTIVE BARRIER REFILET FLASHINI-I PENETRATION WITH HEMMED WRAP DRIP ED� 1E L— — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — MOISTURE ROOF MEMBRANE RESISTANT SHIM PROTECTION BOARD CLADDINLI OVER FURRIN PER ARCHITECTURAL ROOF DECK BED OF 1/2" SEALANT JOINT SEALANT AND BACKER ROD T.O. CURB SEE SLAB PLANS 24 E1AU11E STOREFRONT ASSEMBLY PRE -FINISHED SHEET METAL HEAD FLASHINE, ------ ___� WITH DRIP ED[ IE to] W I a 00,010 1 a M I W."I m SCALE: 3" =1'-O" WALL AS PER ARCHITECTURAL CLADDINE E/ FURRIN11 ASPER ARCHITECTURAL WRB/AB FLASHINF] TAPE 24 EE EIALVANIIIED METAL 1 j FLASHINTI rl DRIP EDLIE INSECT SCREEN STARTER STRIP mm P. Iwo m mrm SOFFIT PANEL AS PER ARCHITECTURAL PENETRATIC FLASHIN lo, U141121:11:400 Z_ P.T. CONCRETE ROOF SLAB PER STRUCTURAL 0 w F."I ma w m W.'al a a &01 W."I wd ZI SCALE: 1 1/2" =V-0" FLASHINF] TAPE FURRIN11 STRIP WEATHER RESISTIVE BARRIER SIDINE INSECT SCREEN 24 EAU11E PRE -FINISHED SHEET METAL HEAD FLASHINF] WITH SEALANT END DAM, TYPICAL, BED HEAD FLASHINF IN CONTINUOUS BED OF SEALANT TO STOREFRONT V: a V: 61611 F-11,01 I I &I M I I A STOREFRONT AS SCHEDULED stud'OMENG STRAZZARA ARCHITECTU PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 SEEMOM, WA USA 98101 206 587 3797 u-i 2065870588 F F] E. FTA UE 71 ME] 2476 Westlake Ave IN Suite #102 Seattle, WA 98109 t: 206.283.0066 omeA f: 206.283.0972 if e : i nf oL@ c ross2d g . com w: www. cross2d g . Go m CROSS 2 DESIGN GROUP Architecture E Building Envelope 0 Design COPYRI-HT @2017 CROSS 2 DES]-,N FROUP THESE DOCUMENTS, THE IDEAS AND DESI NS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFCROSS2DESl N -,ROUPANDARE NOTTO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORI[ ATION OF CROSS 2 DESI N ROUP. CLIENT/OWNER dmb 10032 EDMONDS WAY EDMONDS, WA, 98020 6888 � REGISTERED LARCHITECT 'JOHN BRAD M10GUE STATE OF WASHINGTON ISSUED FOR: TITLE PROJECT NUMBER 15311 DRAWN BY: AEEIL-Ir CHECKED B'CIIF-FFFr DATE: 3/14/17 SHEET CONTENTS WALL AND SOFFIT DETAILS SOFFIT - LAP SIDIN11 SCALE: 3" =1'-O" STOREFRONT HEAD AT SOFFIT SCALE: 3" =1'-O" SHEET NUMBER will awe] w w will m w m w a mm m mm m A A w A w I MIN WINDOW INSTALLATION NOTES NO SCALE WRAPSHIELD FIELD MEMBRANE INSTALLED OVER HEAD FLASHINE AND VAPROFLASHINIJ SA STEP I WEATHER RESISTIVE BARRIER AT HEAD NO SCALE A 24 M SHEET METAL G WITH 50 SLOPE N COORDINATE WITH &.BLE WINDOWS SHEET METAL HEAD FLASHIN11 NOSCALE 3" MIN. VERTICAL LAP �____3" MIN. HORI 11C LAP NOTE: AIR BARRIER MAN ,. SEALANT OR TAPE MAY BE USED NO SCALE 2" ON SHEATHINF` FACE 1" ON NAIL FIN. NAIL FLANEJIE WINDOW SHEATHIN11 IN "AS NEW" CONDITION STEP E LIQUID FLASHING APPLIED OVER JAMB AND HEAD NO SCALE JSTALL SEALANT JOINT AND ACKER ROD AT HEAD AND &�MBS OF WINDOW FRAME AT RAME TO LI L I UID FLASHIN LI /RAP INSTALL FULL DEPTH SEALANT BED BETWEEN AN11LE AND WINDOW STEP IF INTERIOR SEALANT NO SCALE HEAD FLASHINE PER DETAIL 10 (BY OTHERS OVER CURED VAPROLIEIUI-FLASH SHEATHIN,_1 IN "AS NEW" CONDITION WRAPSHIELD FIELD MEMBRANE INSTALLED UNDERNEATH 6" FLAP OF VAPROFLASHINFT SATO CREATE SHIN�� ILE EFFECT NO SCALE WRAPSHIELD FIELD MEMBRANE INSTALLED VERTICALLY WITH MINIMUM 3" OVERLAP, LEAVINEJI VAPROLI1 IUI-FLASH EI,__IPOSED SHEATHINEI IN "AS NEW" CONDITION INSTALL VAPROFLASHIN11 SA SELF -ADHERED SCRAPS ADHERE TO COVER PREPUNCHED METAL STUD HOLES INSTALL VAPROFLASHIN11 SA SELF -ADHERED PROPERLY SHINU LEDFAPPLIED DIRECTLY TO SHEATHINI--] AND FOLDED 2-3/4" INSIDE OF R.O. NOTE: TOTAL OF 11-3/4" OF FLASHINEI SHOULD BE USED: 9" OF FLASHINI -1 SHOULD BE LEFT ON THE FACE OF THE SHEATHINE] - 6" OF RELEASE FILM FROM THE BOTTOM OF THE FLASHINEI TO BE LEFT ATTACHED FOR SHIN11LINFT OVER AIR BARRIER FIELD MEMBRANE STEP A - SILL PENETRATION FLASHIN11 NO SCALE SHEATHINEI IN "AS NEW" CONDITION INSTALL VAPROFLASHIN11 SA SELF -ADHERED PROPERLY SHINE] LED�APPLIED DIRECTLY TO SHEATHIN[ I AND FOLDED 2-3/4" INSIDE OF R.O. NOTE: TOTAL OF 19-2/3" OF FLASHIN11 SHOULD BE USED: 12" MIN. OF FLASHINFT SHOULD BE LEFT ON THE FACE OF THE SHEATHINI, 1 STEP B - JAMBS PENETRATION FLASHIN11 NO SCALE INSTALL VAPROFLASHINFE SA SELF -ADHERED PROPERLY SHIN[F LED -APPLIED DIRECTLY TO SHEATHIN11 AND FOLDED 2-3/4" INSIDE OF R.O. NOTE: TOTAL OF 19-2/3" OF FLASHIN11 SHOULD BE USED: 12" MIN. OF FLASHINFT SHOULD BE LEFT ON THE FACE OF THE SHEATHIN11 SHEATHINF1 IN "AS NEW" CONDITION INSTALL A 1/2" H 712" D AN E LE (24 LIAU�­ IE METAL AN1__1LE) AT INSIDE FACE OF WINDOWF-BED ANULE IN LI[TUID FLASHINIJ NO SCALE SHEATHINEI IN "AS NEW" CONDITION INSTALL VAPROLI E-1 U I -FLASH FULL-COVERAEIE INSIDE ROUEEH OPENINF1 AND 1" ON FACE StUd'OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S M0110, WA USA 98101 206 587 3797 U-1 2065870588 F F1 Fl. [TA UFT 71 ME] 2476 Westlake Ave IN Suite #102 Seattle, WA 98109 t: 206.283.0066 f: 206.283.0972 e: infogioross2dg.com w: www. cross2d g . Go m Architecture E Building Envelope 0 Design COPYRI-HT @2017 CROSS 2 DES]-,N FROUP THESE DOCUMENTS, THE IDEAS AND DESI NS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFCROSS2DESl N -,ROUPANDARE NOTTO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORI[ ATION OF CROSS 2 DESI N ROUP. CLIENT/OWNER 10032 EDMONDS WAY EDMONDS, WA, 98020 6888 ), REGISTERED **-�_ LARCHITECT `JOHN BRAD M10GUE STATE OF WASHINGTON ISSUED FOR: TITLE "M I PROJECT NUMBER 15311 DATE: 3/14/17 DRAWN BY: AEEIL-Ir CHECKED B'CF1F_FFFt SHEET CONTENTS WINDOW WRAP SHEET NUMBER AIR BARRIER IIENERAL NOTES NO SCALE STEP H - INSTALLATION OF AIR BARRIER FIELD AT JAMB NO SCALE STEP D - APPLICATION OF LIQUID PENETRATION FLASHING NO SCALE IQ 91 &IN 1 L-A I'l Fm-wm m m w BUILDINF, ENVELOPE NOTES: 1. WEATHER RESISTIVE BARRIER: AS MANUFACTURED BY VAPROSHIELD 2. PENETRATION FLASHINEI: VAPROFLASHIN--] SA AND VAPROLIFIUI-FLASH 3. SELF ADHESIVE MEMBRANE: VAPROTAPE 4. SEALANT: VAPROBOND OR DOW 758 'Ile COORDINATE BACK OF PAN HEIIE] HT WITH THRESHOLD BUILDIN11 ENVELOPE NOTES AIR BARRIER TAPE CLADDINE PER ARCHITECTURAL WEATHER RESISTIVE BARRIER PENETRATION FLASHIN,-] AIR BARRIER TAPE LIPUID FLASHINF] SEAL WITH AIR BARRIER SEALANT OR TAPE SEAL FULLY EMBED SHEET METAL HEAD FLASHIN[-1 IN SEALANT SHEET METAL HEAD FLASHINF] WITH DRIP EDFIE BLOCKINE] AS RE11UIRED DOOR PER ARCHITECTURAL DOOR HEAD SCALE4� �� DOOR PER ARCHITECTURAL PROVIDE BLOCKIN11 AT THRESHOLD AS RE[] UIRED THRESHOLD PER ARCHITECTURAL —SHEET METAL SILL PANI-FULLY EMBED IN SEALANT OVER THRESHOLD AND DECK FLUID APPLIED WATERPROOFIN,_1 SYSTEM —APPLY REINFORCED DETAIL COAT AT FLASHINE] TRANSITION 4mt TO DECK PER MANUFACTURER �n- f � "TEPPED" S BALCONY DECK PER ---------------- ----- ARCHITECTURAL ---------- --- - - - - ---------------- --------- ------------- F 7 77 77 DOOR SILL (STEPPED SCALE: 6" = V-0" DOOR PER ARCHITECTURAL PROVIDE BLOCKIN11 AT THRESHOLD AS REI I UIRED EEITEND DECK COATINE-1 THRESHOLD PER ARCHITECTURAL UNDER THRESHOLD i -SHEET METAL SILL PANi FULLY EMBED IN SEALANT OVER THRESHOLD AND DECK SILL PAN FLUID APPLIED END DAM WATERPROOFIN, I SYSTEM COORDINATE APPLY REINFORCED BACK OF PAN DETAIL COAT AT HEI HT WITH FLASHIN[ I TRANSITION THRESHOLD--i TO DECK PER MANUFACTURER BALCONY PER ARCHITECTURAL CLADDIN__1 PER ARCHITECTURAL WEATHER RESISTIVE SEAL WITH AIR BARRIER BARRIER SEALANT OR TAPE SEAL 12" DOOR SILL (FLUSH) SCALE: 6" = V-0" PENETRATION FLASHIN11 SHEATHINLI PER ARCHITECTURAL _LIEUID FLASHINE-1 AIR BARRIER SEALANT OR TAPE S SEALANT JOINT AND BACKER ROI ARCHITECT URA1_ SEALANT JOINT AND BACKER ROD DOORJAMB WEATHER RESISTIVE BARRIER SCALE: 6" = V-0" 16 TAPIN11 AIR BARRIER JOINTS COORDINATE HE[--IHT OF BACK DAM WITH THRESHOLD AND JAMB AT DOORS. 3/4" MINIMUM SILL PAN BACK DAM. DO NOT PENETRATE HORI I-IONTAL OF SILL PAN IUM 24 SHEET L FLASHIN--i SLOPE )EPTH FROM kN E-1 E E 1/8" NDICATED IN AL DRAWINEIS -_;INDICATED IN ARCHITECTURAL DRAWIN[ IS TYPICAL HEAD FLASHINE] SCALE: N.T.S. VERIFY IN FIELD DEPTH OF THRESHOLD 611 Y WITH f VERIF SITE CCINDITIONS[- 1" MIN.F­1F LESS SEE DETAIL1 1 E SILL PAN TO DRAIN UM 1/4" PER V-0" LY SOLDERED SHEET ;HIM DOOR THRESHOLD OFF PAN SURFACE TO DRAIN. FULLY EMBED SILL PAN IN SEALANT. SHEET METAL DOOR SILL PAN INSTALL DOOR PE MANUFACTURER INSTRUCTIONS. IF TH INSTALLATION DIFFEF FROM MANUFACTURER INSTRUCTIONS, NOTIF ENVELOPE CONSULTAN OF DISCREPANCIE ALUMINUM DOC THRESHOLD - SET IN S11 PAN WITH SEALAN mmi 0161mr. SCALE: N.T.S. STEP F: INTERIOR SEALANT JOINT SCALE: N.T.S. COORDINATE HEI�IHT OF BACK DAM WITH THRESHOLD AND JAMB AT DOORS. 3/4" MINIMUM SILL PAN BACK DAM. DO NOT PENETRATE HOR111ONTALSURFACE OF SILL PAN SEAL HEAD FLASHIN11 I 1/2" MIN PENETRATION FLASHIN VERIFY DEPTH WITH APPROVED A OFTHRESHOLD BARRIER TAF IN FIELD FASTEN SHEET M ET) HEAD FLASHIN[J PE MANUFACTURE MINIMUM 24 UIS.S. OR [IALVANILIED FULLY SOLDERED SILL PAN. FULLY EMBED IN SEALANT 611 SLOPE SILL PAN TO DRAIN MINIMUM 1/4" PER V-0" NOTE: FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION SILL PAN WHERE INTEII RATION A A SCALE: N.T.S. WITH,DE-CK-CO-ATIN E],OCCURS,----, 3" MIN. HORI I IC LAP 3" MIN. VERTICAL LAP SCALE: N.T.S. NOTE: SEE DETAIL 9 FOR TYPIC) HEAD FLASHINI DETAILS LAP WEATHER RESISTN BARRIER FROM ABO� OVER HEAD AND JAN FLASHINIF] [ HORII-IONT/ LAPS TO BE 6" MINIMUI VERTICAL LAPS TO BE 1 MINIMU I MYTISMA MIASMA SCALE: N.T.S. STEP LI: HEAD FLASHIN11 SCALE: N.T.S. 92 1 a a M RTA W.1111 1 0 1 a :41 V mft"] 6"11 LTA mof 1.11 VV 1 a SCALE: N.T.S. NOTE: SEE DETAILS 10 AND 11 FOR SHEET METAL PANS FASTEN SHEET METAL SIL PAN AT DOOR PE MANUFACTURERE]DO NO PENETRATE HORI I -!ONTA SURFACE OF PAN WIT FASTENER TURN FLAN FIE T I NTE El RATE WIT WATERPROOFIN MEMBRANE AS REEIUIRE WHERE CONDITIO OCCURS (SEE DETAIL 1 CUT PENETRATIO FLASHINE] AND FOLD INT ROUI]H OPENIN VERIFY WIDTH 911 M VAPROFLASHINF] S 911 11 -3/4" LIE UID APPLIED FLASHIN STEP A: SILL PAN SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Stud'OMENG STRAZZARA ARCHITECTURE PLANN�NG CONSULT NG 2001 WESTERN AVE SUITE 200 S M0110, WA USA 98101 206 587 3797 U-1 2065870588 F F] Fl. [TA UF] 71 ME] 2476 Westlake Ave IN Suite #102 Seattle, WA 98109 t: 206.283.0066 f: 206.283.0972 e: infogioross2dg.com w: www. cross2d g . co m CROSS 2 DESIGN GROUP Architecture E Building Envelope 0 Design COPYRI—HT@2017 CROSS 2 DES]—,N FROUP THESE DOCUMENTS, THE IDEAS AND DESI NS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFCROSS2DESl N -,ROUPANDARE NOTTO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORI[ ATION OF CROSS 2 DESI N ROUP. CLIENT/OWNER Westgate Village LLC 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP 6888 )l REGISTERED **-�_ LARCHITECT d5 _1k JOHN BRAD MINIGUE STATE OF WASHINGTON KEY PLAN PROJECT NUMBER 15311 ISSUED FOR: BUILDING PERMIT #0 APPROVALBY: DRAWN BY: AEEIL-Ir CHECKED B'CFIF-FFFt DATE: 3/14/17 SHEET CONTENTS WRAP SEDUENCE SHEET NUMBER WALL ASSEMBLY PER ARCHITECTURAL ------------------- SIDINI-I PER ARCHITECTURAL �SHEATHINII TARIIET FLASHIN11 - EEITEND 18" SHEATHIN11 ALL SIDES OF PENETRATION WEATHER RESISTIVE BARRIER AIR BARRIER TAPE SHEATHINI I ................................................................. stud' 1% ------ PER 10MENG - - - - - - - METAL COLLAR - SEE DETAIL CLADDI N FLASHINF] TAPE (OR AIR BASE PLATE PER TAREIET FLASHINFI 2 AND 3 THIS SHEET ARCHITECTURAL STRAZZARA BARRIER TAPE) 00 STRUCTURAL z "J" TRIM PER ARCHITECTURAL ONE-PIECE SHEET METAL COLLAR (OR ARCHITECTURE -1" MIN PLANNING TOP PIECE OF TWO PIECE COLLAR) SEALANT AND BACKER ROD SEALANT JOINT AND AIR BARRIER TAREIET CONSULTING SEALANT JOINT AND FLASHIN11 z SEALANT JOINT AND BACKER ROD BACKER ROD El BACKER RODLICONTAINED LIF]UID FLASHINE, OF CLADDINE] C14 BY OR 1" MIN. ONTO KNIFE PLAT EE 7 FURRINF] BLOCKINI COMPLETELY COVERIN I- I PLATE 2001 WESTERN AVE SUITE 200 _4� AND FASTENERS S EE11110, WA USA 98101 LIEUID-APPLIED FLASHINE (PROSOCO R KNIFE PLATE PER ARCHITECTURAL 1" MIN. OR TO BACK 11 UARD FAST FLASH) APPLIED OVER TARFIET FLASHINLI AND KNIFE PLATE 00 1� 206 587 3797 FE-1 OF CLADDINI] 'r- 2065870588 --------------SIDINE1 PER ARCHITECTURAL -------------- BRACKET, AROUND ENTIRE BRACKET KNIFE PLATE KNIFE PLATE BRACKET PER WITH PRE -DRILLED HOLES --PRE DRILL HOLES AND INJECT STRUCTURAL EPREPARE F F] Fl. [TA UF] 71 ME] I— KN I FE PLATE BRACKET WITH LI11UID FLASHIN11 METAL PER LIEUID FLASHINE SEALANT JOINT AND BACKER ROD /Z --z7z //Z/ COMPATIBLE SEALANT Ej MANUFACTURER 2476 Westlake Ave IN - - - - - - - - WEATHER RESISTIVE BARRIERF] "J" TRIM PER ARCHITECTURAL Suite #102 ALLOW 1 " MAR I -I IN FOR Seattle, WA 98109 FILL FASTENER HOLES WITH t: 206.283.0066 FLASHINT] TAPE ONE-PIECE SHEET METAL COLLAR (OR LIFIUID FLASHINI­ COMPATIBLE f: 206.283.0972 BOTTOM PIECE OF TWO PIECE COLLAR) SEALANT e: infogcross2dg.com CORNER TRIM PER PRESSURE TREATED w: www. cross2d g . Go rn ARCHITECTURAL 14_ TARE ET FLASH IN E FURRINE] MOUNT OVER S.A.M.11S.A.M. ,'17 _< - __ VMPA WITH AIR BARRIER SEALANT AT 16" O.C. MAE. ED[ I ES SHOULD NOT BE EF]POSED OR TAPE SEAL RAILING FLASHING AT DECK WALL - PLAN SECTION I CROSS 2 DESIGN GROUP TUCK WEATHER RESISTIVE BARRIER STEP 1: CLADDINLI J FURRINLI STEP E: TAPINE] THE METAL FLANIIE STEP A: TARE ET FLASHIN E] 17 NO SCALE 9 5 1 Architecture E Building Envelope 0 Design SCALE: 6" = V-0" FROM BELOW UNDER TAR� IET FLASHINE NO SCALE NO SCALE COPYRI-HT @2017 CROSS 2 DES]-,N:-ROUP WALL ASSEMBLY PER MODIFIED KNIFE PLATE FLASHING AT EMBEDDED OR THESE DOCUMENTS, THE IDEAS AND DESI NS INCORPORATED ARCHITECTURAL 13 SHEATH IN El SHEATHIN11 HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY -0 OFCROSS2DESl N -,ROUPANDARE NOTTO BE USED IN ---------- _TAREIET FLASHIN11 - EETEND 18,, THROUGH SHEATHING BRACKET SECTION SCALE: 3 1 WHOLE OR IN PART WITHOUT WRITTEN AUTHORI[ ATION OF ALL SIDES OF PENETRATION CROSS 2 DESI N ROUP. L11 WEATHER RESISTIVE BARRIER AIR BARRIER TARFIET COVER ALL FASTENERS ALLOW 1" MAR-- IN FOR FLASHINU SHEATHINE] FLASHIN11 TAPE z a,i RETURN THE FLANEE OF AIR BARRIER TAPE THE UPPER COLLAR ONTO FILL EAP WITH NON FIASSINFI L17UID FLASHINE APPLIED CLIENT/OWNER DECK, LED! 1E, OR RAILINII POLYETHYLENE BACKER ROD z ----"J" TRIM PER ARCHITECTURAL 2" BEYOND ED � I E OF PLATE COPINIE CONDITION D x - ONTO TARLIET FLASHINI__] < ______---LI7UID FLASHINEI OF CLADDINE] 1/2" MAE.- AND 1" OR TO BACK OF Westgate Village OR 1" MIN. ONTO KNIFE PLATE1,E] z 41 CLADDINE "k LLC 75 COMPLETELY COVERINE] PLATE WEATHER RESISTIVE Q0 dt. AND FASTENERS BARRIER: TUCK UNDER Z TARLIET FLASHINU SEALANT AND BACKER ROD 00 TITLE —METAL COLLAR - SEE DETAIL 2 KNIFE PLATE BRACKET _'M AND 3 THIS SHEET PROJECTIN11 THROUEH 1/2" MAE. SHEATHINE] AND AIR BARRIER[] PRE DRILL HOLES AND INJECT - ----- 2-PIECE MINIMUM 24 1/2" MAE. 11AP, PREPARED PER z Westgate WITH LI11UID FLASHIN11 E1AU11E EALVANIE]ED ZN COMPATIBLE SEALANT LII_IUID FLASHINU SHEET METAL COLLAR Edmonds J rilir FLASHIN[ 2� MANUFACTURER. SIDINL-I PER ARCHITECTURAL co CORNER TRIM PER CLADDINE LINE 10032 EDMONDS WAY ARCHITECTURAL --l" OR BACK OF CLADDIN [I EDMONDS, WA, 98020 STAMP RAILING FLASHING AT END CONDITION - PLAN SECTION 18 MODIFIED KNIFE PLATE FLASHING COLLAR 14 STEP A (ALTERNATE): TARE] ET FLASHIN El 10 STEP F: INSTALL WEATHER RESISTIVE BARRIEL STEP B: LIE1UID APPLIED FLASHINEI 2 6888 REGISTERED SCALE: 6" = V-0" AT BALCONY OR COPING SCALE: N.T.S. NO SC AI F NO SCALE 06 NO SCALE ARCHITECT JOHN BRAD MIN UE WALL ASSEMBLY PER SHEATHINE] �SHEATHINII STATE OF WASHINGTON ARCHITECTURAL LAP WEATHER RESISTIVE SHEATHIN11 BARRIER FROM ABOVE OVER KNIFEPLATE FLASHINI, ,-AIR BARRIER TARFIET KEY PLAN AIR BARRIER TAPE HINU KNIFE PLATE FLAS PROJECTINI WEATHER RESISTIVE LAP OVER LOWER BARRIER APPLY LI11UID FLASHINE] 2" LAYER WITH 1 " MARI I IN --SEALANT JOINT AND AIR BARRIER TAPE SELF ADHERED MINIMUM ONTO FACE OF FROM COLLAR FLASHINE BACKER ROD __IET FLASHINU AIR BARRIER TARI, FOR SEALI N El TO FLAN F1 E FLASHINIT ill MIN-3 UPPER SHEET METAL COLLAR 75 00 Z —MINIMUM 24 FAUFIE SHEET 1" MIN:-* co METAL FLASHINU, FULLY "J" TRIM PER ARCHITECTURAL SOLDERED z LIEUID FLASHINE OF CLADDINE COORDINATE WITH z z —MINIMUM 24 ELF 11ALVANIIIED E� CLADDINII THICKNESS OR 1" MIN. ONTO KNIFE PLAT METAL BOTTOM COLLAR COMPLETELY COVERINTI PLATE AND FASTENERS ---TUCK WEATHER RESISTIVE BARRIER FROM BELOW UNDER KNIFEPLATE FLASHIN11 Ll" OR BACK OF CLADDINE PROJECT NUMBER PRE DRILL HOLES AND INJECT NOTE: DO NOT FASTEN WITH LIIEUID FLASHINI I EUID FLASHINE] THROUE1H LIL� COMPATIBLE SEALANT 15311 SINEILE PIECE KNIFE PLATE FLASHINEI S ALTER LI11UID APPLIED FLASHI STEP I]: LAPPIN111 WEATHER RESISTIVE BIARRRIE�`, TIP1,"111""I"I ISSUED FOR: DATE: L I I IUID FLASHINF-I 1" OR TO BACK NO SCAI F NO SCALE SCALE:NTS OF CLADDINLI, MIN. 7 �1_ BUILDING PERMIT #0 3/14/17 KNIFE PLATE BRACKET PER J� PENETRATION FLASHIN11 ARCHITECTURAL TYPICAL NOTES: -SHEATHINF] FLAN I I ES AROU N D TARE ET FLASHIN11 STEP A 1-1 B APPLY TO KNIFE PLATE ------------ SEALANT JOINT AND BACKER PERIMETER X ROD, TYPICAL WITH 9" FLAN 11 ES MOUNTED OVER SHEATHIND. AROUND PERIMETER �FLASHINFI TAPE .—SHEATHINF] STEP A F] B (ALTERNATE) APPLY TO \��, o" (OR AIR BARRIER TAPE) CONDITIONS WHERE KNIFE PLATE LAP WEATHER RESISTIVE zz" BARRIER FROM ABOVE PROJECTS THROU[_IH SHEATHIN[]. ---MINIMUM 24 ELF EIALVANIE]ED SIDIN0 PER ARCHITECTURAL OVER TARE ET AND METAL UPPER COLLAR PENETRATION FLASHINE] z APPROVALBY: LIFIUID FLASHINU DRAWN BY: AERIE LOWER KNIFE PLATE SHEET METAL COLLAR CHECKED B'CF1F_FFFt FULLY SOLDERED SHEET C-0 METAL PENETRATION SHEET CONTENTS FLASHINI-1 OR AS SCHEDULED TARFIET FLASHINF] 3" MIN. TARE ET FLASHINE] OF WEATHER RESISTIVE KNIFE PLATE SEAL WITH AIR BARRIER BARRIER SEALANT OR TAPE SEAL TUCK WEATHER RESISTIVE BARRIER FROM BELOW MIN. OR MAKE LEADIN1__ ED[ FLUSH WRAP SEDUENCE _V WEATHER RESISTIVE BARRIER UNDER TARE ET FLASHINE, 12" MINIMUM WITH E11TERIOR FACE OF CLADDIN71 SHEET NUMBER NOTE: COVER ALL FASTENERSI-DO NOT FASTEN THROUI-]H LIF-IUID FLASHIN-1 NOTE: DO NOT FASTEN THROU1_1H LI[`UID FLASHINF] SECTION THROUE1H TYPICAL KNIFE PLATE 20 TAREIET FLASHINII ISOMETRIC 16 ''S PH: TAPINE] W/ APPROVED AIR BARRIER TAPE STEP D: METAL COLLAR FROM TOP G 402 SCALE: 6" = V-0" SCALE:NTS NO SCALE NO SCALE CLADDIN01, PER ARCHITECTURAL J FURRINEi--�___,.. 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[TA UFT 717111 SUPPORT BRACKET (TYP 2476 Westlake Ave IN Suite #102 PREDRILL HOLES AND FILL El/ NON Seattle, WA 98109 SKINNINEI, NON-CURRINEF BUTYL SEALANT—/ t: 206.283.0066 f: 206.283.0972 TRIM BLOCK DIRECT TO WRB---// e: infogcross2dg.com I w: www. cross2d g . Go rn 2 [EBLOCKINE-1 11 RAILINID NOTE: DIMENSIONS VARY, FIELD VERIFY MOUNTINEE LOCATIONS PER ARCHITECTURAL / STRUCTURAL—­"�__Al 1V CROSS 2 DESIGN GROUP HOSE BIB CONCRETE WALL 17 ISOMETRIC - UTILITY BOEI 13 FLASHINEI HANDRAIL 9 STEP E HEAD FLASHIN11 AND TAP 5 STEP A TARD ET FLASHIN [I Architecture EBuilding EnvelopeN Design SCALE: 3" = V-0" SCALE: N.T.S. SCALE: 6" = V-0" N S NTS COPYRI-HT @2017 CROSS 2 DES]-, N:-ROUP THESE DOCUMENTS, THE IDEAS AND DESI NS INCORPORATED SHEATHINF_ HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY SHINFILE TOP FLANFIE SET PIECE "A" & SHEATHIN,_1 OFCROSS2DESl N -,ROUPANDARE NOTTO BE USED IN PIECE "B" TOIJETHER WHOLE OR IN PART WITHOUT WRITTEN AUTHORII ATION OF DOWN OVER BOTTOM 3/4" VERIFY TO FIT CROSS21DESI N ROUP. TYP. UTILITY BO[I METERS FLAN LI E AROUND PIPE IN SMALL SEAM EIUICKFLASH -A 1/2" MIN w SEALANT SEALANT JOINT RATIO OF A:B SHOULD BE AS SCHEDULED MINIMUM 2:1 (3/8" TYP) U) SEALANT & BACKER ROD w 2 0- __— PIECE "A" 0- --TRIM PER ARCHITECTURAL C /8" MAII > — — — — — — — — — — -- �T_7�13 3 CLIENT/OWNER SET TO TRIM IN SEALANT w SEALANT FILLET > Westgate Village CLOSED CELL WRB WRB AB - TUCK UNDER NON-11ASSIN11 TARIIET FLASHINIF E-ITEND BACKER ROD, 2511 Y2 DISTANCE TITLE LAR11 ER THAN JOINT DOWN 1. DIMENSIONS A AND C MUST BE AT z SMALLER 0 0 FLAN 11 E LEAST 1/4 INCH. P.T. FURRINF] Westgate PIECE "B" z 2. JOINT SURFACE TOOLED CONCAVE. < SHEATHIN11 j < Edmonds 3. DIMENSION A MAIFIMUM IS 4 INCHES w 41' VERIFY 4" U) 0* 0* OR PER MANUFACTURER'S .11 NOTE: PROVIDE TARiiETWRB RECOMMENDATIONS. WRB TAREET BEHIND 13011 (12" BEHIND BOOT FLANEIES 10032 EDMONDS WAY LAREI ER 11 TOP& SIDES) 24 EA EALV. STEEL EDMONDS, WA, 98020 MARINE PLYWOOD TWO SLEEVES TO FORM TI I- -!I HT FIT AROU N D EACH OTH ER STAMP SEALANT JOINT 18 JAMB UTILITY BO11 14 TWO-PIECE AT PIPE 10 STEP F - WRB STEP B - TAPINEI THE TAREIET FLASHI 6888 REGISTERED SCALE: 6" = V-0" SCALE: 3" V-0" SCALE:NTS NTS 6S<D ARCHITECT SHEATHINE JOHN BRAD MIN UE SHEATHIN11 STATE OF WASHINGTON BLOCKINIF AS RE11UIRED COLLAR FLANEE (BEHIND -1" SEALANT AND BACKER R CONCRETE WALL 2 KEY PLAN SIDIN�__I AND WRB WRB / AB - LAP OVER HEAD CLADDINP PER FLASHIN11 LEU AND OVER ARCHITECTURAL LOWER LAYER 0/ 1 " MARI] IN 1/2" SEALANT WITH BACKER FOR SEALI N El TO FLAN -1 E ROD 110� 1/2" SEALANT JOINT -...--METAL COLLAR AND BACKER ROD C\1 1" MIN�� PIPE CONDUIT HOSE BIB SEALANT FILLET FT SIDIN11 TO R< COLLAR 24 [IAUFIE SHEET ill M IN. M ETAL FLAS H I N "BUTTER" EDDES OF SIDINE W/ SEALANT TO COLLAR —DRIP ED[E E \\--211 El - ELEVATION PROJECT NUMBER 15311 KERF CONCRETE WALL 19 ISOMETRIC UTILITY BOEI 15 COLLAR AT PIPE/HOSE BIB STEP 11 LAP WRB 7_0 STEP C BLOCKINEI AS REEIUIRED AND UTILITY BOLI 3 ISSUED FOR: DATE: SCALE: 6" V-0" SCALE:NTS SCALE: 3" = V-0" NITS NTS NOTE: LAP SIDINFT BUILDING PERMIT #0 3/14/17 PROVIDE WEATHER RESISTIVE loo, NOT SHOWN FOR CLARITY SHEATHIN[E SHEATHIN11 BARRIER / AIR BARRIER BEHIND 24 E-171 IFALVANIEFED 2- PIECE ALL FLASHINIF LEIIS AFIAINST SOLDERED SEAM .—MESH TAPE METAL FLASHIN11 ASSEMBLY SHEATHIN11 WRB P.T. FURRINIF SHEATHIN11 EIALV. METAL COLLAR UTILITY BOE lo, MIN, I _____CLADDIN[1 PER ARCHITECTURAL loe loe PLYWOOD SHEARWALL 1/2" SEALANT WITH BACKER ROD (WHERE OCCURS) 71 FLASHINE - SET TO TRIM IN PIPE CONDUIT HOSE BIB APPROVALBY: SEALANT - SLOPE TOP OF TRIM OVER I 1 5- PENETRATION THROU11H WALL TRIM AND FLASHINLI ol DRAWN BY: AEEIEr FURRINEI CHECKED B'CIIFTIETT VERIFY 5'+/— SLOPE 4" FLAN FIE AROUND COLLAR SEAL TO 1/4" E/- OPEN JOINT BLDF1. PAPER W/ BITUTHENE PROVIDE SEALANT SHEET CONTENTS END DAMS 311 MIN.. UTILITY BO1_ FLASHINI--I. S E E 15/13 E403 /10 0 .01.01 PENETRATION Ile MARINE PLYWOOD ISOMETRIC WRAP SE11UENCE WRB TARUET BEHIND TYP. UTILITY BOE BO-EF (12" LAREFER -1 PROVIDE (3) BEAD OF SEALANT TOP & SIDES) SHEET NUMBER AT OVERLAPS, TYPICAL ISOMETRIC - ONE PIECE COLLAR FOR HOSE TAPE 2 PIECE METAL FLASHIN11 ASSEMBLY (�_A� SHEET METAL LAP JOINT HEAD -UTILITY BOEI K4 ,In 4n STEP H STEP D SCALE: NTS SCALE: 3" = V-0" 11�� SCALE:NTS 1\�� NITS NTS -)UU (Ju U U FRAMINI PER STRUCTURAL T— — — — — — — — — X/ ENN-gawk N mm__ ---------------------- METAL PANEL SIDINI_ WEATHER RESISTIVE BARRIER LI-_1UID FLASHINE] FASTENER WITH NEOPRENE WASHER METAL PANEL SIDINE WEATHER RESISTIVE BARRIER FASTENER WITH NEOPRENE WASHER SHEET METAL FLASHINE SET IN SEALANT PENETRATION FLASHIN11 CONCRETE CURB BELOW WEATHER RESISTIVE BARRIER SIDIN11 AS SCHEDULED PENETRATION FLASHINF- MOISTURE RESISTANT SHIM 3/4" P.T. 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'HORIFIONTAL',--i TRIM _AL WALL AS PER ARCHITECTURAL WRB AB owl 01PI-0-M 24 EAUFIE PRE -FINISHED HEMMED L-METAL 3/8" [11-1/2 FURRINII STRIP HOR111ONTAL REVEAL FRC PANEL SCALE: 3" =1'-O" WALL AS PER ARCHITECTURAL WRB / AB FRC CLADDINE F/ FURRINE AS PER ARCHITECTURAL D CTURAL ECTU RAL VERTICAL TRANSITION FRC PANEL TO LAP SIDIN11 S CR L ER 3!" =- 1 '40f 15 OUTSIDE CORNER TRIM BLOCKINEI AS REEUIRED FRC CLADDINE 11 FURRINP AS PER ARCHITECTURAL All KA11\1 WRB AB /4" MIN. LEAP DAM EE METAL DRIP z \SHING W/ 50 SLOPE TO 5 AIN - SET IN A BED OF co ALANT ECT SCREEN AMINF1 AS PER RUCTURAL THROU11H WALL FLASHINE FRC PANEL 20 SCALE: 3" =1'-O" ALL AS PER ZCHITECTURAL kPOR RETARDER ASHINE TAPE OUTSIDE CORNER - FRC PANEL WOOD SIDINE VINYL WINDOW 24 FIAUFIE EALVANIFIED SHEET METAL SILL PAN SET IN SEALANT PENETRATION WRAP WOOD SIDINE] WEATHER RESISTIVE BARRIER SHEATHINE] PER ARCHITECTURAL — — — — — — r7 PENET ATION WRAP WEATHER RESISTIVE BARRIER/ AIR BARRIER 6" WIDE 20 MIL SELF ADHESIVE MEMBRANE OVER L-METAL WINDOW JAMB AT WOOD SIDINEI SCALE: 3" =1'-O" a a 9" MIN. WALL TYPE AS PER ARCHITECTURAL WRB/AB FRC CLADDINF] AS PER ARCHITECTURAL \\7\ FLASHIN11 TAPE P.T. FURRIN1111D 16" O.C. MALI SEALANT AND BACKER 2 ROD J-CHANNEL JAMB FRC PANEL WINC PER ARCHITECTU INTERIOR FINISI PER ARCH ITECTU WINDOW SILL AT WOOD SIDIN11 SCALE:3" =11-01, 11 0 11 "'�%POR RETARDER /ALL AS PER RCHITECTURAL LASHIN11 TAPE 'RC CLADDINE E/ FURRINEI kS PER ARCHITECTURAL JSIDE CORNER TRIM �LOCKINEI AS REOUIRED /RB/AB INSIDE CORNER - FRC PANEL WALL TYPE AS ARCHITECTU Al 00 z — 7 T SCALE: 3" =1'-O" BEAD OF NOW SKINNINE] BUTYL SEALANT SILL PAN - AS PER MFR. - SEE 14/131 FLASHIN11 TAPE MIN. SEALANT & BACKER ROD J-CHANNEL FRC CLADDINE F/ FURRINE AS PER ARCHITECTURAL PENETRATION WRAP WRB / AB P.T. -1 FURRIN0 AT 16" O.C. MAF SILL FRC PANEL SCALE: 3" =1'-O" WALL AS PER ARCHITECTURAL BLOCKIN11 AS REOUIRED WEATHER RESISTIVE BARRIER/ AIR BARRIER GAP Y2 FRC CLADDINE OVER FURRIN11 PER ARCHITECTURAL VERTICAL REVEAL VERTICAL REVEAL - FRC PANEL ARCHITECTURAL WALL AS PER ARCHITECTURAL WATER REPELLANT ANTI-FIRAFFITI REPELLANT PER SPECIFICATIONS CAST DRIP -ASPER ARCHITECTURAL CHAMFER AS PER ARCHITECTURAL SEALANT AND BACKER ROD STOREFRONT FRAME AS PER ARCHITECTURAL CONCRETE HEAD STOREFRONT SCALE: 3" =1'-O" WALL AS PER ARCHITECTURAL SEALANT AND 2 BACKER ROD STOREFRONT AS PER ARCHITECTURAL SEALANT AND BACKER ROD CONCRETE WALL AS PER ARCH. WATER REPELLANT ANTI-11RAFFITI REPELLANT PER SPECIFICATIONS SCALE 1" FROM FACE . SILL PAN FLANEE BEYOND 1/8" PLASTIC SHIMS 11 8" O.C. LILIUID FLASHINLI SILL TRACK - SET IN SEALANT WELDED SILL PAN TO MATCH STOREFRONT - SEE 4/ BE500 CONCRETE WALL AS PER ARCHITECTURAL WATER REPELLANT /ANTI-ERAFFITI REPELLANT PER SPECIFICATIONS CONCRETE SILL STOREFRONT SCALE: 3" =1'-Of' --"-RETE WALL R REPELLANT I RAFFITI REPELLANT 11_ ED ALUMINUM ED SILL PAN TO ISTOREFRONT- ISEALANT -FRONT FRAME AS RCHITECTURAL FLASHINU RACK ASTIC SHIMS )N CENTER ) FLASHINE :IALVANIIIED METAL CONTINUOUS CLEAT ISOMETRIC CONCRETE SILL ("A� stud'OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 S M0110, WA USA 98101 206 587 3797 ED-1 2065870588 F E E. [TA UE 717111 2476 Westlake Ave IN Suite #102 Seattle, WA 98109 t: 206.283.0066 IPMOA f: 206.283.0972 if e : i nf oL@ c ross2d g . com w: www. cross2d g . Go m CROSS 2 DESIGN GROUP Architecture E Building Envelope 0 Design COPYRI-HT @2017 CROSS 2 DES]-, N FROUP THESE DOCUMENTS, THE IDEAS AND DESI NS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFCROSS2DESl N -,ROUPANDARE NOTTO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORI[ ATION OF CROSS21DESI N ROUP. CLIENT/OWNER Westgate Village L L TITLE Westgate Edmonds 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP 6888 ), REGISTERED OLARIHITECT JOHN BRUAD MIN77 STATE OF WASHINGTON KEY PLAN PROJECT NUMBER 15311 ISSUED FOR: BUILDING PERMIT #0 APPROVALBY: DRAWN BY: AEEIL-Ir CHECKED B'CFIF-FFFt DATE: 3/14/17 SHEET CONTENTS WALL AND WINDOW DETAILS SHEET NUMBER 500 SCALE: 3" =1'-O" SCALE: 3" =1'-O" SCALE: 3" =1'-O" SCALE: N.T.S. r -7 CLADDIN01, OVER FURRINO IV / PER ARCHITECTURAL WRB INSECT SCREEN FASTENER WITH NEOPRENE WASHER AT 24" LL_� � PRE -FINISHED SHEET METAL FLASHINE], AND z COUNTER FLASHINE ROOFINLI PER SPECS DRAIN MAT CANT STRIP PENTHOUSE WALL BASE SCALE: 3" V-0" SCALE: N.T.S. NOT USED PARAPET WALL PER SLOPE 1": 12" 12" ARCHITECTURAL NOTE: ALL ADJACEN -1 LE ED 1- ES TO BE SOLD 24 F-Ell, EIALV. METAL SCUPPER END z FLAN I --I E 24 -11 F] ALV. METAL 24 EAUFIE FULLY z LO COPIN:,- I FI/ END CAP SOLDERED SADDLE FLASHINE] 24 111- METAL COLLAR FLASHIN11 - SEE BE403 "' SEALANT I _1 BACKER 2ROD CANT BEYOND CAP MEMBRANE PLY BASE MEMBRANE PLY FSTRIPPINEI PLY MINe 1 40 MIN� MIN. 411 N SLOPE C14 VAPOR/AIR BARRIER 2� I --__ < PER ROOFIN11 MFR. OPEN TOP SCUPPER LOW ROOF WALL SCALE: 3" V-0" 411 FN O FEj < ry Uj Uj VAPOR/AIR BARRIER PER ROOFINFI MFR. SCALE: N.T.S. FIRE FIRE TREATED TREATED SHIM/ BLOCKIN F1 PER PLYWOOD ARCHITECTURAL PE 1": 12" S.S. SLO___ 40 F-I F � T" H I � __j'H FASTENERS TEMPERATURE 71/NEOPRENE SELF-ADHERINEI WASH E RS *-11 MEMBRANE If 1/4 111" MIN. 2 11" MIN.--" 2 \-24 FIE-1 F] ALVAN I 11E D 24 METAL COPIN I I B/ 2"MIN. 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CLADDINE] PER SHEATHIN11 ARCHITECTURAL --------------------- FURRINEI STRIP WEATHER RESISTIVE BARRIER z STEP LIFIHT, PROVIDE 11UICKFLASH PANEL WHERE OCCURS VENT STACK SCALE: 1 1/2": 1 0" 6) FLASHIN11 TAPE INSECT SCREEN LZ,' PRE -MANUFACTURED FASTENER WITH ROOF HATCH NEOPRENE WASHER AT 24" `_�. LI Z COVE OF SEALANT PRE -FINISHED SHEET COUNTER FLASHINI__ METAL FLASHINII AND - I NTEEIRAL TO HATCH COUNTER FLASHINFI 24 E011FLASHINI-i L--/ CANT STRIP DRIP EDEIE FLASHIN[I MEMBRANE ROOF MEMBRANE ROUND CORNERS PROTECTION BOARD CAP SHEET ROOF DECK CANT AS REO U I RED BASE SHEET LEAVE LOOSE ON CANT VAPOR / AIR BARRIER PER ROOFIN11 MFR. SHEATHINI I PER STRUCTURAL Oil ROOF HATCH SCALE: 1 1/2" = V-0" CURB PER --,.,—FRAMED ARCHITECTURAL 24 IED F] ALVAN I EIE D COUNTERFLASHIN11 S.S. FASTENERS U/ SPLICE PLATE BELOW COPINF] NEOPRENE WASHERS 24 1!-- - I L-] ALVAN I [ IE D FLASHINI_I _I/ DRIP EDLIE COPINF1 FLASHIN11 MEMBRANE BASE SHEET CAP SHEET - 3-PLY BUR MI NZ 411 - MIN. BASE SHEET - LEAVE I LOOSE ON CANT —SHEATHIN11 PAPER AS RE11UIRED COVER BOARD (2) BEADS SEALANT EACH SIDE BETWEEN SPLICE ----RI11ID INSULATION PLATE AND COPIN[� 1/8" FIAP BETWEEN — SHEATHIN11 COPINEI SECTIONS CURB SUPPORT - Ell UIPMENT SCALE: N.T.S SPLICE PLATE ISOMETRIC SPRAY FOAM Stljd�c.� ENG M STRAZZARA ARCHITECTURE PLANN�NG CONSULT NG 2001 WESTERN AVE SUITE 200 S Ell=, WA USA 98101 206 587 3797 U-1 2065870588 F [T F1. [TFFd UF1 71 ME] 2476 Westlake Ave IN Suite #102 Seattle, WA 98109 f: 206.283.0972 e: infogcross2dg.com w: www.cross2 d g . c o m CROSS 2 DESIGN GROUP Architecture E Building Envelope 0 Design COPYRI-HT @2017 CROSS 2 DES]-, N:-ROUP THESE DOCUMENTS, THE IDEAS AND DESI NS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFCROSS2DESl N -,ROUPANDARE NOTTO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORI[ ATION OF CROSS 2 DESI N ROUP. CLIENT/OWNER Westgate Village LLC TITLE Westgate Edmonds 10032 EDMONDS WAY EDMONDS, WA, 98020 STAMP 6888 REGISTERED LARCHITECT d5V J0 HN BRAD MINIGUE STATE OF WASHINGTON KEY PLAN PROJECT NUMBER 15311 ISSUED FOR: BUILDING PERMIT #0 APPROVALBY: DRAWN BY: AEEIL-Ir CHECKED B'CF1F_FFFt DATE: 3/14/17 - SHEET CONTENTS ROOF DETAILS SHEET NUMBER SCALE: 3" = V-0" SCALE: N.T.S. SCALE: 3" = V-0" SCALE: 3" = V-0" SCALE: N.T.S. NVIAM1101191 1 :91 �jw: 1. DRAWING REVISIONS ARE INDICATED BY REVISION CLOUDS. REVISIONS TO SCHEDULES ARE INDICATED BY r INTERIOR ROOM FINISH TAG. U-NDLERLINED-T-EXT- F FLOOR FINISH COORDINATE WITH FINISH 1-0.1 COVER B WALL BASE LEGEND ON SHEET 1-6.1 & 1-6.2, 1-1.1 LOBBY FINISH PLAN 2. INSTALLALL FINISH MATERIAL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTION. W WALL FINISH WHEN MORE THAN ONE FINISH C CLNG FINISH IS INDICATED, REFER TO 1-1.2 LOBBY FINISH RCP 3. THE CONTRACTORAND SUBCONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF CONSTRUCTION FINISH PLAN. 1-1.3 L4 AMENITY FINISH PLAN & RCP DOCUMENTS FOR INFORMATION NOT SPECIFIED ON THE FINISH SCHEDULE OR LEGEND. 1-1.4 L4 FITNESS FINISH PLAN & RCP 1-1.5 FURNITURE PLANS 4. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING SAMPLES OF ALL FINISHES SPECIFIED TO THIS OFFICE FOR INTERIOR FINISH TAG. 1-1.6 TYPICAL CORRIDOR FINISH PLAN APPROVAL PRIOR TO ORDERING MATERIAL. CE) COORDINATE WITH FINISH LEGEND ON SHEET 1-6.1 1-2.1 INTERIOR ELEVATIONS 5. WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALLAPPLICABLE CODE REQUIREMENTS AND HANDICAPPED 1-2.2 INTERIOR ELEVATIONS ACCESSIBILITY REQUIREMENTS IN EFFECT AT THE TIME OF SUBMITTAL FOR BUILDING PERMITS. 1-2.3 INTERIOR ELEVATIONS 001/1 SHEET KEYED NOTES 1-2.4 INTERIOR ELEVATIONS 6. WORKMANSHIP AND INSTALLATION OF ALL ITEMS MUST BE OF THE BEST PROFESSIONAL QUALITY STANDARDS. 1-2.5 INTERIOR ELEVATIONS WHEN THESE CONDITIONS ARE NOT MET THE DESIGNER RESERVES THE RIGHT TO REJECT SUCH ITEMS FOR REPLACEMENT BY THE CONTRACTOR AT HIS/HER EXPENSE. SECTION DETAIL 1-6.1 INTERIOR SCHEDULES xxx 1-6.2 INTERIOR SCHEDULES 7. CONTRACTOR SHALL REPORT ANY DISCREPANCIES OR INACCURACIES BETWEEN SITE CONDITIONS AND DRAWINGS. 1-8.1 INTERIOR DETAILS x PLAN DETAIL 1-8.2 INTERIOR DETAILS 8. SEE 1-6.1 PAINT SHEEN SCHEDULE FOR PAINT SHEEN AT ALL LOCATIONS. xxx )—c 9. ALL COMMON AREA WALLS TO BE FINISH LEVEL 4. INTERIOR ELEVATION MARKER START POINT ....... ... .......... EQ EQUAL TYP TYPICAL FFE FURNITURE NIC NOT IN CONTRACT -1 moill 007.111 :4 0 111111110OFF Shear Wall L'o'-BBY ENLARGED FWSH PLAN WINEZI in lisa wiggins I design 805 1st ave seattle, wa 98104 206.682.2576 > D < N 00 CD Z < o C:� u� Li C'\ CD >-- - --------- D ---------- LLI DISCLAIMER THIS, SET OF PDRAWINGS AND DOCUMEN TS IS FOR PR C ING PUR OSILS ONLY AND DOES NOT CONSTITUTE A COMPLETE SET OF DOCUMENTS FOR ANY OTHER PURPOSE. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES, DO NOT SCALE OFF DRAWINGS, WRITTEN DIMENSIONS GOVERN. 1.1.1 1 NOTE� THIS EXIT PASSAGE TO COMPLY WITH 1023,1024 IBC 2015 TRASH PAINT EXPOSED CEILING P-11 STAIR " AND RETAIL#1 EXIT PASSAGE A GWB @ 10'-6 FIXTURE L1A NIINN sm FIXTURE LIB --- GWB @ 10'-6"--/,* 0� 111100 AD AA 0� jjo� 0 LOBBY ENLARCED FNSH RCP 1/49f = 1 I-ovv 10" Conc. Shear Wall x I-X.X VEST. GWB P-4 WOOD @ 10'-6" - GW`B @ 10'-6"--/10 WD-2 7A PAINT --/o EXPOSED CEILING P-3 GWB @ 10'-6"--,/ STAIR A GWB P-6 MAIL PAINT EXPOSED CEILING P-3 lisa wiggins I design 805 1st ave seattle, wa 98104 206.682.2576 >- CD < CN 3: CD 00 0 u� Li C'\ 0 CD >-- D ---------- LLI DISCLAIMER THIS, SET OF PDRAWINGS AND DOCUMEN TS IS FOR PR C ING PUR OSILS ONLY AND DOES NOT CONSTITUTE A COMPLETE SET OF DOCUMENTS FOR ANY OTHER PURPOSE. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES, DO NOT SCALE OFF DRAWINGS, WRITTEN DIMENSIONS GOVERN. SUBMITTAL REVISION DATE SHEET T1 FILL LOBBY FINISH RCP SHEET NUMBI-R 1-1.2 lisa wiggins I design 805 lst ave seattle, wa 98104 206.682.2576 > D < N 00 CD Z < o C:� u� Ll C'\ CD >-- - --------- D ---------- LLI -L4 AM-ENITY -L--O--U--N-G--E-F--I--N-1 S--H-R-C-P 1/411 = 1 I-OVI DISCLAIMER THIS, SET OF PDRAWINGS AND DOCUMEN TS IS FOR PR C ING PUR OSILS ONLY AND DOES NOT CONSTITUTE A COMPLETE SET OF DOCUMENTS FOR ANY OTHER PURPOSE. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES, DO NOT SCALE OFF DRAWINGS, WRITTEN DIMENSIONS GOVERN. Ap7mlill XAF: mml illlliilll 111 ll 'i'll Ii 11 ll 0 m am 1 Alf = 1 I-ovv m w lisa wiggins I design 805 lst ave seattle, wa 98104 206.682.2576 > D < N 00 CD Z < o C:� u� Ll C'\ CD >-- - --------- D ---------- LLI DISCLAIMER THIS, SET OF PDRAWINGS AND DOCUMEN TS IS FOR PR C ING PUR OSILS ONLY AND DOES NOT CONSTITUTE A COMPLETE SET OF DOCUMENTS FOR ANY OTHER PURPOSE. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES, DO NOT SCALE OFF DRAWINGS, WRITTEN DIMENSIONS GOVERN. SHLLT NUMBI-R 1 Alf = 1 I-ovv 1 Alf = 1 I -Off ]MIA L4 AMENITY LOUNGE FFE PLAN 1 /89f = 1 I-ovv L4 FITNESS FFE PLAN 1 /8vv = 1 V-019 lisa wiggins I design 805 lst ave seattle, wa 98104 206.682.2576 > D < N 00 CD Z < o C:� u� Ll C'\ CD >-- - --------- D ---------- LLI DISCLAIMER THIS, SET OF PDRAWINGS AND DOCUMEN TS IS FOR PR C ING PUR OSILS ONLY AND DOES NOT CONSTITUTE A COMPLETE SET OF DOCUMENTS FOR ANY OTHER PURPOSE. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES, DO NOT SCALE OFF DRAWINGS, WRITTEN DIMENSIONS GOVERN. LOBBY ENLARGED FFE PLAN 1 /8vl = 1 V-011 SHLLT NUMBI-R lisa wiggins I design 805 lst ave seattle, wa 98104 206.682.2576 > D < N 00 CD Z < o C:� u� Ll C'\ CD >-- - --------- D ---------- LLI DISCLAIMER THIS, SET OF PDRAWINGS AND DOCUMEN TS IS FOR PR C ING PUR OSILS ONLY AND DOES NOT CONSTITUTE A COMPLETE SET OF DOCUMENTS FOR ANY OTHER PURPOSE. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES, DO NOT SCALE OFF DRAWINGS, WRITTEN DIMENSIONS GOVERN. SUBMITTAL REVISION DATE SHEET T1 FILL TYPICAL CORRIDOR FINISH PLAN SHEET NUMBI-R %of 1%0 — I —%# WOOD CEILING L.0Q-Q-Y 1 /2,V = 1 1-011 ELEVATOR 7 - ---- 9 � /2" CUSTOM GLASS WALL SYSTEM Ll LOBBY MEETING ROOM 1/21V = 1 I-01v EQ, i FULL TILE I , E Q, c - I Lf EQ� 1 7' 6 " I EQ� Ll LOBBY MEETING ROOM 1/21V = 1 I-01v 2�-2" 1 3'- 2 " 1 2'- 2 " 1 /21v = 1 I-01v LOBBY L 0 B B Y L 0 B B Y (��, L 0 1313 Y 1 /21v = 1 I-01v F� 1 /2vv = 1 I-ovv 1 12vi = 1 v_ovv '\,� 1 /2vv = 1 I-01v , I -U / � -U / , I -u I -u / - u -u -u I / � -u / " 11 -ut-ut- ----- - ---- ---- - -- ----- ------ -- -------------------------------------------------------- ------------------ - - ------------------------------ LOBBY 1 /2vv = 1 V-011 ydox4x—x-� N�) WINDOW/ GLASS :E4 ) � D-3 - ----------------------------------- ------------------------------------------ ------------------------ - ------------ --------- - - - - it x 1-8.1 TYP ------------------------------------------------------------------------------------------------------------------------------------ LOBBY 1 /21v = 1 I-01v , N L01313Y 1 /21v = 1 I-01v (K�) 14MM WC-1 �wmm w-m FIXT. 16 6 -9 �) 1 6 ) -9 )" PKG. PKG. MACHINE/ MACHINE/ BY BY OWNER OWNER 1 /21v = 1 I-01v 41 . . ..... 3 � /2" zi . . ..... 9 � /2" � � 0', DOG WASH/GEAR WASH 11211 = 1 V-019 CUSTOM GLASS WALL SYSTEM �D IN ELEVATION - ------------------------------------------- -- --------------------------------- — -------------- =z ----------- — ----------------------------- — - ---------------------------------------- — -------------------- . ............................................................. . . . . . . - -------------- = - ------------------- --- ---------- - - - - ---- - - ---- - - - - - ------------------------------------------------------------------------ - -------------------------------------------------------- -------------------------- - - - - ------- - - ---------------- ---------------------------------------------------------------- 0-M-EET.-I-N-G-R-0-0-M 1 /2vw = 1 1-011 0 00 7 L 7 1 1� I - Ui j CUSHONS), (VFH HGH \ -' j NS��)/ FOAM M,� N T 0 A, �� A, N HAC K, Tyl) muu� 1 /2vv = 1 V-011 KAAll OnVC7C OV AD(IUITC'('T TV0 -t CG M M 'L O��� 1/2 V 09� DOG WASH/GEAR WASH 1/21V = 1 I-ovv 16'- 4 " IXT. 1 /21v = 1 I-01v Ow/ �ss OPAQU GLAS� DOOR! FIXT. 1 FIXT. FIXT. FIXT. Fl XT. c AMENITY LOUNGE 1 /21V = 1 I-01V LASER CUT GRAPHIC 1 /21V = 1 I-01V 9'-s" TY--P--1 CAL-C-O--RR-1,--D-O--R-L2-L4--,,- TYPICAL CORRIDOR L2-L4 (-.--�TYP.ICAL CORRIDOR L2-L4 EO -- -------- T-Y-P--I--CAL-C-O--R-R-I-D-O-R--L2--L4 1 /21V = 1 I-OVV Ll RESTROOM 1 /21V = 1 I-OVV EQ, ------------ -X�- T-9 EQ 2 3 4 1 /21V = 1 I-01V 1 /2vl = 1 V-off LC - I Lf c FITNESS ROOM 1 /21V = 1 I-OVV 0 �-o FITNESS 1 /2vv = 1 V-011 AMENITY LOUNG4 1 /21V = 1 I-01V E Q . .......... 4- - --------------------------------------------------- EQ, ------------------------------------------------- EQ, ----------------------_7� --------------------------------------------------------------------------------------- (ED MIRROR MIRROR MIRROR BY BY OTHER BY OTHER OTHER FITNESS ROOM 1 /29V = 1 I-OVV c 2' 2 � /2" 12' 2 � 12" E Q, E Q, FITNESS ROOM 1 /211 = 1 V-011 4 4'— 5 " E 0, EQ� EQ� EQ� EQ� EQ� EQ� EQ� EQ� A 48-1/2"x48-1/2" B 24"x48-1/2" c 24"x24" FITNESS ROOM 1 /2vv = 1 V-011 AMENITY LOUNGE 1 /21V = 1 I-01V (�3 01) -D LL, E01 , FULL T�LES I EQ 44 R-E--S-T-R--O-O-M-, (4-3-0- 1 /2vv = 1 f-OVI i EQ i , FULL -1]LES i�Q V) LLJ D LL- K w �END IN ELEVATION mij W-1.4 M 2 4 COMMON AREA FINISH SCHEDULE AND LEGEND PAINT SHEEN SCHEDULE ITEM MATERIAL Paint Sheen Eggshell Flat Pr -A STYLE 0 Doi ACCESSORY LIGHTING SCHEDULE -- -- --- -- - - -- --- -- --- -- --- -- --- -- --- -- --- -- --- -- --- -- --- -- --- -- --- -- --- -- --- -- --- -- --- -- --- -- --- -- --- -------------------- - Z MOUNTING HEIGHT Residential Corridor Wall Sconce Fwall mount prer elevationsz �R - ---------------- ----- - ----- - --------------------------------- ------------------------------------------------------------------------------------- Lo-�by (leasing table) Lobby (drink rail area) Lobby Restrooms [7�-O" AFF to center �IAmenity k - i - tche - n Is la - nd ----------------- Amenity seating area - ------------------- Fitness pendant �-Fitness fan/light �,A �010 A F1 FIXTURE SCHEDULE ITEM KEY ITEM MANUFACTURER ITEM CODE/ MODEL SPECS FIXT-1 WALL MOUNT SINK tbd tbd tbd FIXT-2 FAUCET tbd tbd tbd FIXT-3 Lav mirror tbd tbd tbd Model: Silgranit, Blanco Precis Single 27 FIXT-4 SINK Blanco 522259 Single, 8-5/8" bowl Undermount depth, ANTHRACITE Model: Blanco Sonoma Pull Down 1.5 gpm FIXT-5 FAUCET Blanco 441761 SONOMA Chrome Model: Stainless Steel, 32-11/32"X24"X24 FIXT-6 DISHWASHER GE GLDT696JSS Hidden top controls Model: FIXT-7 ICE MAKER GE 15" Nugget Ice Maker, Stainless Steel UNC15NJII Profile Series 1.5 CU Ft. Model: FIXT-8 MICROWAVE GE Convection/Microwave Ocen, Stainless PEB9159SJSS Steel Model: Energy Star, 20.9 CU Ft. Bottom Freezer FIXT-9 REFRIGERATOR GE GDE21ESKSS Refrigerator, 30" wide, Stainless Steel Model: Caf6 Series, 30" Warming Drawer, FIXT-10 WARMING DRAWER GE CW9000siss Stainless Steel FIXT-11 BIKE RACK Dero Bike File Wall Mounte FIXT-12 KAYAK RACK FIXT-13 PADDLE BOARD RACK FIXT-14 BIKE REPAIR Dero FIXIT Powder coat Hunter Green FIXT-15 AIR PUMP Dero AIR KIT 3 Powder coat Hunter Green 50" Stainless Steel Grooming Bath Tub, FIXT-16 DOG WASH Flying Pig Grooming 701 I I I I left door/right drain lisa Wiggins I design 805 1st ave seattle, wa 98104 206.682.2576 >- CD < N 3: CD 00 (-n o-� < 0 r� U� Li C:� zZ 0 CD >-- C-D C--� LLI DISCLA I M� A THIS SET OF DRAWINGS AND DOCUMENTS IS FOR PRICING PURPOSES ONLY AND DOES NOF CONSTITUTE A COMPLIFTIF SET OF DOCUMENTS FOR ANY OTHER PURPOSE, CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDIFIONS ON SITE AND NOTIFY ARCHITEC-1 OIL ANY DISCRFPANCIFS.5 DOVNOT SCALE OFF DRAWINGS, WRITTEN DIMENSON GO ERN. SUBMITTAL REVISION DATE SHEE F FITLE INTERIOR SCHEDULES SHILLF NUMB�R UNIT FINISH SCHEDULE AND LEGEND ITEM ITEM KEY MATERIAL MANUFACTURER STYLE COLOR REMARKS LOCATION ICONTACT . .. .. 777777 -7-77' BASE and TRIM RB-1 Rubber Base Roppe 4" base 123 Charcoal Unit Bathrooms To match wall paint color. If wall is WB-1 Wood Base wallcovering refer to finish schedule 4" Painted MDF Trim throughout LINO remarks at Wallcoverings for paint color of WB-1 GROUT G-1 NOT USED IN UNITS G-2 grout Custom Builder Products #9 Natural Gray see tile remarks for locations LAMINATE VINYL TILE Dimensions 2.5 mm thick overall x (6" or Julie Kielian LVT-1 Resilient plank TAS Supply Destination Inverness 7") wide x 48 Finish: 12 mil Urethane Unit Flooring juliek@tasupply.com Wear layer w/ Ceramic Bead Kandice Coleman LVT-2 Luxury Vinyl Tile Masland Calibre Abstract A5008 18"06" Unit Bathroom Floor kandice.coleman@masiandcontract.com PAINT P-1 Paint Sherwin Williams SW 7005 Pure White Unit walls and ceilin2 SOLID SURFACE 2CM eased edge, full height backsplash Marta Korchemniy SS-1 Solid Surface Teltos Calacatta Gioia at kitchen, 4" backsplash at bathroom Unit Countertops, Unit backsplash marta@teltos.net THERMCIFOIL TF-1 Thermofoil Omnova Solutions 3D Laminates Tuscani Elme Unit Kitchen Upper Cabinet, Unit Bathroom Cabinets TF-2 Thermofoil Omnova Solutions surf(x) 3D Laminates Shark Gray Unit Kitchen Lower Cabinet TILEI I I I I M T- 1 NOT USED IN UNITS "'N .. .. .. .. .. .............. ................................. ....... BASE and TRIM RB-1 Rubber Base Roppe 4" base 123 Charcoal Unit Bathrooms To match wall paint color. If wall is WB-1 Wood Base wallcovering refer to finish schedule 4" Painted MDF Trim throughout UNO remarks at Wallcoverings for paint color of WB-1. GROUT G-1 NOT USED IN UNITS G-2 grout Custom Builder Products #9 Natural Gray see tile remarks for locations LAM I NATE VI NYL TI LE Dimensions 2.5 mm thick overall x (6" or Julie Kielian LVT-1 Resilient plank TAS Supply Destination Inverness 7") wide x 48 Finish: 12 mil Urethane Unit Flooring juliek@tasupply.com Wear layer w/ Ceramic Bead LVT-2 Luxury Vinyl Tile Masland Calibre Abstract A5008 18"X3611 Unit Bathroom Floor Kandice Coleman kandice,coleman@masiandcontract,com PAINT P 4 Paint Sherwin Williams SW 7005 Pure White Unit walls and ceiling SOLID SURFACE SS-2 Solid Surface Teltos Cement Sand 2CM eased edge, 4" backsplash at Unit Countertops, Unit bathroom backsplash Marta Korchemniy kitchen and bathroom marta@teltos.net THERMCIFOIL TF-1 Thermofoil Omnova Solutions 3D Laminates Tuscani Elme Unit Kitchen Upper Cabinet, Unit Bathroom Cabinets TF-2 Thermofoil Omnova Solutions su ates Shark Gray Unit Kitchen Lower Cabinet TILE T- 1 NOT USED IN UNITS T-2 Wall tile Shaw Hard Surface TGK36 Opticals Glass 3x6 00511 Lunar T'x6", full height, 1/8" grout, use with G- Unit Backsplash 2 AT BACKSPLASH ENDS, TILE DIMENSION TO BE NO LESS THAN HALF TILE. IF OCCURS, ADJUST START POINT TO CENTER OF FULL TILE. C FULLTILES EQ Uj X ------- --- ------- --------------------- ---------------------------- ------------ -- ---------- ------------ ----------- (Z Lj -:3 C) U) TYP WHERE -i Uj (2)EXPOSED TILE U- F- EDGE OCCURS - ---------- --- I -------- . ........ ---F-�'--E-P-F-\'--E-':-:-�l--E-N-T-AT�VE U-MT K�TC.-�--�--E--N--E-L.--E-V-AT-.�ON P-A-Q-K-AG E-- A -R--E P-R--E S ENTATNE UMT MTC-HEN ELEVAT�ON -P A C K-A--G E B 1 /21V = 1 I-OVV 1 /2VV = 1 V_0V1