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REV 2 DHyu Rev 5 drawings 3.18.20D 0 U S H Y U N D A I S A L E S N D S E lk'l "? I C ]E GENERAL NOTES 1. DO NOT SCALE DRAWINGS DUE TO REPROGRAPHIC PROCEDURES, ALL COPIES OF ORIGINALS SHALL BE CONSIDERED NOT TO SCALE. ALL EXISTING CONDITIONS SHALL BE VERIFIED BY THE GENERAL CONTRACTOR. FAILURE TO VERIFY THE EXISTING CONDITIONS SHALL NOT RELIEVE THE GENERAL CONTRACTOR OF ANY EXPENSES OR RESPONSIBILITIES RESULTING FROM THAT FAILURE. 2. THE CONTRACTOR AND EACH SUB CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY BUILDING PERMITS, LICENSES AND CERTIFICATION OF OCCUPANCY COPIES OF PERMITS ARE TO BE POSTED PRIOR TO COMMENCING WORK. ONE APPROVED SET OF DRAWINGS SHALL BE KEPT ON THE PREMISES AT ALL TIMES. Gribbin) c. u °'r" "-" j hiwpcacti L ------- 1220thSouthwest 220th Street Southwest n� ----------------r VICINITY MAP Lynnwood Honda�� E D M O N D S 3. CONTRACTOR OR SUBCONTRACTORS WISHING TO 6. ANY MATERIALS OR EQUIPMENT SUBSTITUTIONS SUBSTITUTE MATERIALS MUST SUBMIT TWO SETS OF WITHOUT PRIOR APPROVAL BY THE ARCHITECT SHOP DRAWINGS OR SPECIFICATIONS TO ARCHITECT. WILL RESULT IN THE REPLACEMENT WITH THE CORRECT MATERIALS OR EQUIPMENT AS SPECIFIED AT THE 4. ALL WORK TO BE GUARANTEED FOR ONE YEAR SOLE COST TO THE GENERAL CONTRACTOR. OR ACCORDING TO MANUFACTURER'S GUARANTEE, WHICHEVER IS LONGER, EXCEPT A/C UNIT 7. ELECTRICAL, PLUMBING, MECHANICAL, SIGNAGE, FIRE COMPRESSORS WHICH SHALL BE GUARANTEED FOR SUPPRESSION AND FIRE ALARM SYSTEMS ARE UNDER A MINIMUM OF FIVE YEARS. SEPERATE PERMIT. 5. ALL SUBCONTRACTORS ARE TO RECEIVE FULL *MECHANICAL, ELECTRICAL, AND SIZE WORKING DRAWINGS FROM THE GENERAL PLUMBING PERMITS WILL BE CONTRACTOR FOR BIDDING AND CONSTRUCTION. DEFERRED SUBMITTALS* i �- ,----- ---------------- _ U220th Street Southwest ----- 220th Stre 611 Boiling_Dong Ting �1 Point Chun OShell' „ Z . Family Fun Ceriter � u Lir Leoats WA 99 / m� Batting ' Cages Harbor I L Freight v Tools II 3co J�1JI 4 fD i aic Ll i" m v + m 1 0) 'F m� rn 11 It m� 224th Street Southwest i E s prgr ce � DOUG'S HYUNDAI SALES AND SERVICE 0 31 r 1 k architecture I design 1.31.20 ABBREVIATIONS - W A S H I N G APPLICABLE CODES CITY OF EDMONDS MUNICIPAL CODE 2015 WASHINGTON STATE BUILDING CODE AMENDMENTS 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FIRE CODE 2015 UNIFORM PLUMBING CODE 2014 NATIONAL ELECTRICAL CODE 2015 WASHINGTON STATE ENERGY CODE 2009 ICC/ANSI A117.1 ACC ACCESSIBLE HM HOLLOW METAL ACT ACOUSTICAL CEILING TILE HORZ HORIZONTAL ADJ ADJUSTABLE HR HOUR AFF ABOVE FINISHED FLOOR HVAC HEATING VENTILATING ALUM ALUMINUM AIR CONDITIONING APPROX APPROXIMATE HW HOT WATER BLKG BLOCKING ID INSIDE DIAMETER BLDG BUILDING IF INSIDE/INTERIOR FACE B.O. BOTTOM OF INSUL INSULATION BOB BOTTOM OF BEAM INFO INFORMATION CAB CABINET JC JOB CAPTAIN CLG CEILING ILL LANDLORD CLR CLEAR/CLEARANCE MAX MAXIMUM CMU CONCRETE MASONRY UNIT MECH MECHANICAL C.L. CENTER LINE MC MECHANICAL CONTRACTOR COL COLUMN MEP MECHANICAL ELECTRICAL CONC CONCRETE AND PLUMBING CONT CONTINUOUS MFG MANUFACTURER CONST CONSTRUCTION MIN MINIMUM CT CERAMIC TILE MLDG MOULDING CTR CENTER MTL METAL CW COLD WATER NAT NATURAL DEG DEGREES NIC NOT IN CONTRACT DIA DIAMETER NTS NOT TO SCALE DIM DIMENSION OA OVER ALL DISP DISPENSER OC ON CENTER DIN DOWN OD OUTSIDE DIAMETER DTL DETAIL OF OUTSIDE FACE DWG(S) DRAWING(S) OPNG OPENING EA EACH PC PLUMBING CONTRACTOR EC ELECTRICAL CONTRACTOR PLAM PLASTIC LAMINATE ELEV ELEVATION PLYWD PLYWOOD ELEC ELECTRICAL PT PAINT EQUIP EQUIPMENT QT QUARRY TILE EQ EQUAL R RADIUS EXIST EXISTING REC RECEPTACLES EXP EXPOSED REF REFERENCE EXT EXTERIOR REQ('D) REQUIRE(D) FIE FIRE EXTINGUISHER REV REVISED/REVISION FIFE FINISH FLOOR ELEV Sc SOLID CORE FOC FACE OF CABINET SHT SHEET FOG FACE OF GLAZING SIM SIMILAR FOS FACE OF STUD SOL SOLID FOIO FURNISHED & INSTALLED SPECS SPECIFICATION(S) BY OWNER SQ SQUARE FOIC FURNISHED BY OWNER SF SQUARE FEET INSTALLED BY CONTRACTOR SS STAINLESS STEEL FLR FLOOR STL STEEL FT FOOT/FEET STG STORAGE FRP FIBERGLASS REINFORCED SUSP SUSPENDED PANEL TBD TO BE DETERMINED FV FIELD VERIFY TEL TELEPHONE GA GAUGE TEMP TEMPORARY GALV GALVANIZED T.O. TOP OF GC GENERAL CONTRACTOR TYP TYPICAL GWB GYPSUM WALL BOARD LINO UNLESS NOTES OTHERWISE HC HOLLOW CORE UTIL UTILITY HDR HEADER VCT VINYL COMPOSITE TILE HDWD HARDWOOD VERT VERTICAL HDWR HARDWARE VIF VERIFY IN FIELD HGT HEIGHT WH WATER HEATER WD WOOD LEGEND- N 3 A7.1 01 04 A6.0 02 03 01 A7.1 02 D100 C(2) 10 A 3'-9" T O N PROJECT INFORMATION PROJECT DESCRIPTION: ADDITION AND REMODEL OF EXISTING AUTO SALES AND SERVICE CENTER ZONING: CG - GENERAL COMMERCIAL TYPE OF USE: AUTOMOBILE SALES & SERVICE PRIOR USE: AUTOMOBILE SALES & SERVICE TYPE OF OCCUPANCY: GROUP B, S-1 & S-2 OCCUPANT LOAD: FIRST FLOOR 97 OCC (SEE OCC. LOA[ SECOND FLOOR 19 OCC TABLE ON A2.0 TYPE OF CONSTRUCTION: VB (SPRINKLERED) TOTAL SQUARE FEET: 17,890 S.F. PROPERTY OWNER/LANDLORD: DOUG'S HYUNDAI TAX PARCEL NUMBER: 2 NEW COMBINED PARCELS FORMER PARCEL NUMBERS: 270429003056/57/58/59/60/61 /62/64 NORTH ARROW SECTION NUMBER AND SHEET ELEVATION DETAIL TAG WALL TAG DOOR NUMBER WINDOW NUMBER FINISH TAG EQUIPMENT / LIGHTING TAG NEW WALL CONSTRUCTION MATERIAL TO BE DEMOLISHED REVISION REVISION CLOUD DIMENSION LINE FROM FINISH FACE TO FINISH FACE INDEX OF SHEETS: 3 I r I karchitecture I design PROJECT CONTACTS: OWNER: CONTACT: DOUG'S HYUNDAI DOUG IKEGAMI 22130 HIGHWAY 99 (425) 774-3551 EDMONDS, WA 98026 CONTRACTOR: CONTACT: WILCOX CONSTRUCTION MIKE McISAAC 234 5TH AVE. S (425) 774-4185 EDMONDS, WA 98020 ARCHITECT: CONTACT: 3RKJARCHITECTUREIDESIGN FRANK KARREMAN 265 WINSLOW WAY E., STE. 202D (206) 842-1253 BAINBRIDGE ISLAND, WA 98110 STRUCTURAL: CONTACT: ARW ENGINEERS JORDAN CLARK 1594 PARK CIRCLE (801) 782-6008 OGDEN, UT 84404 CIVIL: CONTACT: CECIL & ASSOCIATES, LLC JOHN FARLEIGH PO BOX 598 (206) 450-3068 BOTHELL, WA 98011 # SHEET NAME # SHEET NAME ARCHITECTURAL STRUCTURAL A0.0 PROJECT INFORMATION S001 STRUCTURAL NOTES A0.1 PROJECT NOTES S002 STRUCTURAL NOTES A0.2 BUILDING ENVELOPE S003 SCHEDULES A1.0 SITE PLAN & SITE DETAILS S004 SCHEDULES L1.0 LANDSCAPE PLAN S005 SCHEDULES A2.0 EXIST. FLR. DEMO. PLANS & OCCUP. AND EXITING S006 SCHEDULES A2.1 FIRST FLOOR PLAN S007 SCHEDULES A2.1.1 WALL TYPES, RESTROOM PLAN AND ELEVATIONS S101 FOOTING & FOUNDATION PLAN A2.2 FIRST FL. REFLECT. CEILING PLAN & DETAILS S102 SECOND FLOOR & CANOPY FRAMING PLAN A2.2.1 LIGHTING SCHEDULE & ENERGY FORMS S103 ROOF FRAMING PLAN A2.3 SECOND FLOOR PLAN S201 DETAILS A2.4 SECOND FL. REFLECT. CEILING PLAN & DETAILS S202 DETAILS A2.5 ROOF PLAN S203 DETAILS A3.0 BUILDING SECTIONS S204 DETAILS A3.1 WALL SECTIONS S205 DETAILS A3.2 WALL SECTIONS S20 D TAILS A4.0 EXTERIOR ELEVATIONS S207 DETAILS 5 A5.0 EXT. WINDOW AND DOOR SCHEDULE & DETAILS A5.1 INT. WINDOW AND DOOR SCHEDULE & DETAILS A6.0 INTERIOR ELEVATIONS 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail frank@ark or chi tecture.com 5823 REGISTERED HIT ECT C� 1 ► r c7aj:=r f i ► a Me,, : . ► • CONSULTANTS: w U Q wrn >_ Q cn Q Z 0 3� (.C) QCDp�p N Q 3� � U)UU) � 00 0 0 (y) M N 2 W PROJECT INFORMATION SCALE: NO SCALE ISSUE DATE: 1.31.19 REVISIONS: � 04.24.19 PERMIT REVISIONS 07.11.19 OWNER REVISIONS Z08.23.19 PERMIT REVISIONS L12.06.19 PERMIT REVISIONS L03.18.20 PERMIT REVISIONS PERMIT SET AO.0 PROJECT NOTES: MATERIAL SUMMARY MATERIAL SUMMARY (cont'd.) BIDDER DESIGN CRITERIA DIVISION 2 SITEWORK DIVISION 8 DOORS AND WINDOWS DEFFERED SUBMITTALS 1. ALL WORK SHALL COMPLY WITH CURRENT APPLICABLE CODES AND ORDINANCES. 1. FOLLOW EXCAVATION, GRADING, AND TEMPORARY EROSION CONTROL 1. HOLLOW METAL DOORS AND FRAMES: 18 GUAGE, ARRANGE FOR ALL PRE -CONSTRUCTION MEETINGS REQUIRED BY THE CITY OF EDMONDS REQUIREMENTS OUTLINED IN THE CIVIL DRAWINGS FROM CECIL & ASSOCIATES. HEAVY DUTY LEVEL 3 OR 4 DOORS. INSULATED PER DOOR SCHEDULE. INSTALL FRAMES NOTE: BIDDER DESIGN SUBCONTRACTOR TO PREPARE AND FILE ALL DOCUMENTS FOR PROVIDE SHORING PER APPROVED CIVIL AND STRUCTURAL DRAWINGS AS PLUMB, RIGID, PROPERLY ALIGNED, AND SECURELY FASTENED IN PLACE ACCORDING TO OWNER/ ARCHITECT AND CITY OF EDMONDS APPROVAL FOR THE FOLLOWING PERMITS: 2. BUILDING CODE FOR THIS PROJECT: INTERNATIONAL BUILDING CODE 2015 REQUIRED. MANUFACTURER INSTRUCTIONS. FIT HOLLOW METAL DOORS ACCURATELY IN FRAMES. 1. PLUMBING PERMIT FOR FIRE RATED DOORS, INSTALL IN ACCORDANCE WITH NFPA 80. COLOR PER FINISH 2. FIRE PROTECTION PERMIT 3. GENERAL CONTRACTOR TO VERIFY ALL FIELD CONDITIONS PRIOR TO 2. CONFIRM AND LOCATE ALL UTILITY SERVICES REQUIRED FOR THE BUILDING. SCHEDULE ON DRAWINGS LINO. PROCEEDING WITH WORK. REVIEW GEOTECHNICAL STUDY BY GOLDER ASSOCIATES, COORDINATE WITH ALL APPLICABLE UTILITIES AFFECTED BY THE WORK. AND RECOMMENDATIONS. 2. CARPORT WINDOWS: USE KAWNEER 7225 NON THERMAL FIXED UNITS. FIRE PROTECTION PERMIT 3. STORM DETENTION SYSTEM CALCULATIONS AND DESIGN BY CIVIL ENGINEER. COLOR: CLEAR ANODIZED 4. GENERAL CONTRACTOR TO EMPLOY SURVEYOR OF RECORD TO LAY OUT ALL TIE INTO EXISTING STORM DETENTION VAULT PER STORAGE CAPACITY. 3. INTERIOR DOOR FRAMES: TIMELY DOOR FRAME SYSTEM. FINISH: PRIMED FOR PAINT 1. FIRE CONNECTION PERMIT MAJOR BUILDING DIMENSIONS. COLOR PER FINISH SCHEDULE ON DRAWINGS UNO.0 SERIES JAMB. 18 GAUGE 2. AUTOMATIC FIRE SPRINKLER PERMIT 4. PERMANENT STORM SYSTEM DESIGN PER APPROVED CIVIL DRAWINGS. 3. AUTOMATIC FIRE ALARM PERMIT 5. VERIFY ALL GRADES, DIMENSIONS, AND EXISTING CONDITIONS ON THE JOB. 4. WOOD DOORS: 1-3/4" SOLID CORE, PARTICLE BOARD CORE PERMISSABLE. 4. EMERGENCY RADIO SYSTEM/ DISTRIBUTED ATENNA SYSTEM REPORT ANY DISCREPANCIES IN THE DRAWINGS TO THE ARCHITECT. 5. PROVIDE CONCRETE LIGHT BASES FOR ALL SITE LIGHTING NOT ON THE FINISH: PRIMED FOR PAINT. COLOR PER FINISH SCHEDULE ON DRAWINGS LINO. IF REQUIRED BUILDING, AS SHOWN IN THE ARCHITECTURAL DRAWINGS. 6. CONTRACTOR SHALL CONSULT PLANS OF ALL ENGINEERING OR DESIGN SHOP DRAWINGS SUBCONTRACTORS FOR PIPING,DUCTS, CONDUIT, EQUIPMENT, AND SHALL 5. HARDWARE: BIDDER DESIGN, PROVIDE COMPLETE SCHEDULES AND CATALOG CUTS PER VERIFY SIZE AND LOCATION OF ALL OPENINGS. 6. ASPHALT PAVING PER CIVIL DRAWINGS. PROVIDE SMOOTH TRANSITION TO DRAWINGS FOR APPROVAL. TYPICAL ADA LEVER HANDLE, BRUSH CHROME FINISH. SUBMIT DRAWINGS OR SUBMITTALS FOR THE FOLLOWING ITEMS: EXISTING PAVING TO REMAIN. 6. GARAGE DOORS: 1. ALUMINUM WINDOWS 7. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 7. PROVIDE LANDSCAPING AND IRRIGATION PER LANDSCAPE ARCHITECT A. SERVICE BAY DOORS- REFURBISH EXISTING AS REQUIRED. 2. ALUMINUM STOREFRONT & DOORS REPETITIVE FEATURES MAY BE DRAWN ONLY ONCE, BUT SHALL BE COMPLETELY DRAWING. B. VENDOR CONTACT- DAVE ANDERSON, ANDERSON'S DOOR COMPANY PROVIDED AS IF DRAWN IN FULL. (206)-362-0777 OR doors4u23@hotmail.com 3. ALUMINUM COLUMN COVERS 4. CUSTOM CASEWORK 8. THE GENERAL CONTRACTOR SHALL ADEQUATELY PROTECT THE JOBSITE, THE 8. OFF -SITE IMPROVEMENTS PER WSDOT OR CITY REQUIREMENTS NOT INCLUDED 7. STOREFRONT: 5. OVERHEAD GARAGE DOORS WORK, ADJACENT PROPERTY, AND THE PUBLIC, AND BE RESPONSIBLE FOR DAMAGE AT THIS TIME. KAWNEER 601 UT ULTRA THERMAL ALUMINUM FRAMED ENTRANCES AND STOREFRONT. 6. ALUMINUM PANELS, METAL SIDING AND ASSOCIATED FLASHING OR INJURY DUE TO HIS ACT OR NEGLECT. THE EXISTING MAZDA SALES AND SERVICE PROVIDE .34 MIN. U VALUE FOR WINDOW GLAZING AND .60 U VALUE FOR GLASS ENTRY DOORS. 7. ELECTRICAL POWER AND LIGHTING FIXTURES WILL REMAIN IN OPERATION. PROVIDE ADEQUATE PROJECT FENCING AS NOTED. DIVISION 3 CONCRETE FINISH: CLEAR ANODIZED 8. PLUMBING FIXTURES 9. GENERAL CONTRACTOR TO COORDINATE WITH ALL UTILITIES. 1. FOLLOW DESIGN AND SPECIFICATIONS FOR CONCRETE IN THE STRUCTURAL 8. CURTAIN WALL: DOCUMENTS. KAWNEER 1600 UT SYSTEM 2 CURTAIN WALL FOR PERIMETER SHOWROOM GLAXING. GENERAL NOTES - ELECTRICAL 10. GENERAL CONTRACTOR TO MAINTAIN JOBSITE DAILY. ENFORCE JOBSITE REQUIREMENTS INTERIOR AND EXTERIOR CORNERS TO BE SSG (STRUCTURAL SEALANT GLAZING) STRICTLY WITH SUBCONTRACTORS AND OTHER PERSONNEL. DISPOSE OF MATERIALS LAWFULLY. 'DART' CORNER DETAILS. ALL VERTICAL MULLIONS AND CORNERS WILL BE SSG CAULKED 1. CONFORM TO ELECTRICAL DRAWINGS PREPARED BY CASE ENGINEERING 2. CAST IN PLACE FINISH FOR EXPOSED CONCRETE: PATCH AND SACK. WITH EXCEPTION OF CONTINUOUS PRESSURE CAP MULLIONS AS NOTED ON DRAWINGS. 2. REFLECTED CEILING PLAN WITH LIGHTING FIXTURE SELECTIONS PROVIDED ON 11. ADHERE TO ALL ENVIRONMENTAL REQUIREMENTS, INCLUDING SALVAGING, ARCHITECTURAL FINISH. PAINTED PER FINISH SCHEDULE. PROVIDE .34 MIN. U VALUE FOR ALL WINDOW GLAZING. ARCHITECTURAL DRAWINGS. SUBSTITUTIONS ONLY WITH ARCHITECT'S AND OWNER'S RECYCLING, AND DISPOSAL. DIVISION 9 FINISHES APPROVAL. 3. NOT USED 3.PROVIDE LOW VOLTAGE AND DATA PLAN AS PART OF ELECTRICAL/ LIGHTING SUBMITTAL 12. PROVIDE PROTECTION, OPERATE TEMPORARY FACILITIES, AND CONDUCT 1. GYPSUM BOARD 4. MATCH OUTLET AND SWITCH COVERS TO NEAREST WALL COLOR CONSTRUCTION IN WAYS AND BY METHODS THAT COMPLY WITH ENVIRONMENTAL 4. SMOOTH FINISH: PROVIDE DECORATIVE CONTROL JOINTS. A. EXTERIOR SHEATHING: DENSGLAS GOLD (5/8") AS MANUFACTURED BY GEORGIA REGULATIONS AND THAT MINIMIZE POSSIBLE AIR, WATERWAY, AND SUBSOIL PACIFIC. GENERAL NOTES - MECHANICAL CONTAMINATION OR POLLUTION OR OTHER UNDESIRABLE EFFECTS. 5. INTERIOR CONCRETE: NO SEALER ON CONCRETE DESIGNATED FOR FINISH. B. INTERIOR GYPSUM WALLBOARD: ASTM C 36 (5/8") REGULAR BOARD OR TYPE X, AS REQUIRED FOR THE INSTALLATION AS PER DRAWINGS. 1. CONFORM TO MECHANICAL DESIGN DRAWINGS PREPARED BY HV ENGINEERING 13. PROVIDE ALL SIGNS AS NEEDED FOR PROJECT SAFETY. DIVISION 4 MASONRY C. BACKER BOARD: UNDERLAYMENT FOR TILE. USG 'DUROCK' CEMENT BACKER 2. PROVIDE ALL DESIGN DOCUMENTS FOR REVIEW AND APPROVAL OF BOARD OR APPROVED. PROVIDE COMPLETE INSTALLATION PER CURRENT TILE COUNCIL PLUMBING DESIGN AND FIXTURES OF AMERICA RECOMMENDATIONS. 14. PROVIDE WASTE COLLECTION AS REQUIRED. NOT APPLICABLE D. FINISH LEVEL OF DRYWALL: LEVEL 4 TYPICAL (NO SPRAY TEXTURE ALLOWED) LEVEL 1 FOR PLENUM AND CONCEALED AREAS, UNLESS A HIGHER RATING IS REQUIRED 15. COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. DIVISION 5 METALS FOR FIRE RESISTANCE. PATCH AND REPAIR EXISTING GWB WHERE REQUIRED TO MAINTAIN ACCESS FOR FIRE -FIGHTING EQUIPMENT AND ACCESS TO FIRE HYDRANTS, BLEND WITH NEW. AND PORTABLE FIRE EXTINGUISHERS AS REQUIRED BY LOCATIONS & CLASSES OF FIRE EXPOSURES. 1. NOT USED. 2. PAINTING A. PROVIDE SAMPLES FOR APPROVAL OF ALL FINISH MATERIALS/COLORS. 16. PROVIDE TEMPORARY PARKING FOR CONSTRUCTION PERSONNEL. 2. CLEAN AND SHOP PRIME FOR PAINTING ALL EXPOSED METAL B. PREPARATION CLEAN, PREP, AND TOUCH UP ALL SURFACES AS REQUIRED, COORDINATE WITH MAZDA INCLUDING FACTORY PRIMED, TO RECEIVE ANY FIELD FINISH. 3. FABRICATE ANY METAL RAILINGS PER CODE & DRAWINGS. PROVIDE SHOP DRAWINGS. C. LIST OF FINISHES 17. SIGNAGE AS IT APPEARS ON THESE DRAWINGS ARE FOR DESIGN INTENT ONLY. CLEAN AND PRIME, READY FOR PAINT. FABRICATE ALL OTHER MISCELLANEOUS EXTERIOR- METAL INCLUDING ROOF ACCESS LADDERS IF REQUIRED 1 COAT PRIMER & 2 COATS SEMI GLOSS ACRYLIC -LATEX FINISH THIS PROJECT DRAWING SET DOES NOT INCLUDE BUILDING SIGN DRAWINGS . FOLLOW FINISH SCHEDULE FOR MATERIAL AND PAINT SPECIFICATION. INTENDED FOR PERMIT SIGN APPLICATION. SIGNAGE VENDOR TO DESIGN AND SUBMIT INTERIOR - APPROPRIATE SIGNAGE PERMIT DOCUMENTS. DIVISION 6 WOOD AND PLASTICS GYPSUM BOARD-1 COAT PRIMER & 2 COATS LOW LUSTER ACRYLIC -LATEX FINISH. PAINT ON INTERIOR METAL-1 CT PRIMER (IF REQUIRED) & 2 COATS LOW LUSTER 18. SUBCONTRACTORS TO OBTAIN PERMITS RELATING TO THEIR SCOPE OF WORK 1. PROVIDE CASEWORK NOT SPECIFIED BY HYUNDAI PER ARCHITECTURAL ACRYLIC -ENAMEL FINISH. APPLICATIONS INCLUDE STEEL TUBULAR GUARD AND IN A TIMELY MANNER DRAWINGS. FABRICATE WITH BEST COMMERCIAL PRACTICE. PROVIDE SHOP HANDRAILS, HOLLOW METAL DOORS AND WALL GUARDS WHERE OCCURS. DRAWINGS FOR APPROVAL. FURNISH SAMPLES OF FINISH MATERIALS FOR FOLLOW FINISH SCHEDULE FOR MATERIAL AND PAINT SPECIFICATION. CONSULTANTS APPROVAL. INCLUDES BUT NOT NECESSARILY LIMITED TO RESTROOM VANITIES, ETC. 3. FLOORING REFER TO ALL CONSULTANT DRAWINGS FOR SCOPE OF WORK, INCLUDING BUT NOT A. PROVIDE SAMPLES FOR APPROVAL LIMITED TO STRUCTURAL, CIVIL, LANDSCAPE, MECHANICAL, ELECTRICAL, PLUMBING, DIVISION 7 THERMAL & MOISTURE PROTECTION B. PREPARATION- CLEAN AND PREP ALL SURFACES AS REQUIRED AND FIRE PROTECTION. MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION C. CONCRETE IN SERVICE BAYS- HARD TROWEL WITH SEALER/ CRACK CONTROL JOINTS ARE DEFERRED SUBMITTALS AND WHOSE PERMIT APPLICATION DRAWINGS WILL BE AS REQUIRED. SEALER/FINISH: EPDXY PAINT PER SCHEDULE PREPARED BY THE GENERAL CONTRACTOR'S SUBCONTRACTORS IN EACH DISCIPLINE. 1. NOT USED D. RUBBER BASE- PROVIDE AS NOTED ON FINISH SCHEDULE TESTS AND INSPECTIONS 4. WALL COVERINGS A. PROVIDE SAMPLES FOR APPROVAL ARRANGE FOR AUTHORITIES HAVING JURISDICTION TO INSPECT AS REQUIRED TO 2. INSULATION AT ROOF: PROVIDE ROOF INSULATION ACCORDING TO R VALUES B. PREPARATION- CLEAN AND PREP ALL SURFACES AS REQUIRED COMPLETE THE WORK. PROVIDE SPECIAL INSPECTIONS AS REQUIRED BY THE ON THE ARCHITECTURAL DRAWINGS. INSTALL PER MANUFACTURER C. PLASTIC LAMINATE- PROVIDE AS NOTED ON FINISH SCHEDULE PERMIT DOCUMENTS AND THE CONSULTING ENGINEER. SPECIFICATIONS. STRUCTURAL INSPECTIONS BY KRAZAN & ASSOCIATES. GRADING BY GOLDER ASSOCIATES. 3. INSULATION AT STUD WALL: UNFACED FIBERGLASS BATTS. R-VALUE PER DRAWINGS. DIVISION 10 SPECIALTIES 1. LOUVERS, VENTS, AND SCREENS AS REQUIRED IN THE MECHANICAL DRAWINGS 4. VAPOR BARRIER: PROVIDE TYVEK VAPOR BARRIER UNDER ALL EXTERIOR PANELS AND SOFFIT BOARDS. PROVIDE 'BAKOR' BLUE SKIN SELF ADHESIVE MEMBRANE AT ALL OPENINGS. INSTALL PER MANUFACTURER 2. SIGNAGE: SPECIFICATIONS. A. PROVIDE ALL ADA APPROVED SIGNS FOR RESTROOMS, HANDICAP PARKING AND OTHER REQUIRED SIGNAGE. B. EXTERIOR BUILDING SIGNAGE BY SIGNAGE VENDOR PER HYUNDAI STANDARDS 5. FASCIA PANELS: EXTERIOR 'SHAPED SKY' ACM PANEL SYSTEM AS MANUFACTURED AND INSTALLED BY AGI A. GC TO PROVIDE AND ERECT METAL STUD FRAMING AND WALL SHEATHING FOR ACM PANEL 3. TOILET ACCESSORIES: PROVIDE PER FIXTURE SCHEDULE ON DRAWING ATTACHMENT PER ARCHITECTURAL AND STRUCTURAL DRAWINGS B. GC TO INSTALL WATER/VAPOR BARRIER AND ALL FLASHING PER MANUFACTURER OR AS 4. EMPLOYEE LOCKERS: PROVIDE ASI STORAGE SOLUTIONS TWO PERSON NOTED ON ARCHITECTURAL DRAWINGS. INSTALL VARPOSHIELD REVEALSHIELD SA WITH 12"X7 C C R: 7 C RC REVEALSHIELD IT INTEGRATED TAPE. 5. INCLINE CHAIR LIFT: PROVIDE MECHANICAL INCLINE CHAIR 6. ROOFING- PROVIDE IN LOCATION PER PER ARCHITECTURAL DRAWINGS LIFT THAT IS LISTED AND TESTED PER ASME A18.1; TITAN 'AMERIGLIDE' A. ROOFING MEMBRANE: CLASS A TPO COMPLETE ROOFING SYSTEM, INCLUDING OR EQUAL, FOR EXISTING STAIRWAY PER PLAN. COLOR: BLACK. COVER BOARD OVER RIGID INSULATION. FIRESTONE 60 MIL, JOHNS MANVILLE JM TPO 60 OR ALTERNATE APPROVED. COLOR: WHITE. SEE UL EVALUATION REPORT FOR TESTING RESULTS AND DETAILS. B. METAL ROOFING PANEL: NA 5 7. SHEET METAL A. GENERAL: COMPLY WITH SMACNA'ARCHITECTURAL SHEET METAL MANUAL' B. PROVIDE ALL FLASHINGS, TRIMS, REGLETS ETC FOR COMPLETE INSTALLATION. ZINC COATED 24 GA STEEL IN CONCEALED AREAS. C. FABRICATIONS; CUSTOM FABRICATE ALL EXPOSED DOWNSPOUTS, CONDUCTOR HEADS, ETC. FROM MATCHING ADJACENT MATERIAL. D. COPING AT METAL PANEL: MATCH ADJACENT COLOR WITH APPROVED FACTORY FINISH COLOR, UNO. 0 31 r 1 k architecture I design 1 . 3 1 . 2 0 3 I r I karchitecture I design 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail frank@ark or chi tecture.com 5823 REGISTERED HIT ECT 1' IN R.► •► CONSULTANTS: w U Q wrn >_ Q cn Q z 0 3: (0 QCDp�p N QIZ Y) U)UU � 00 0 0 (y) N 2 W PROJECT NOTES SCALE: NO SCALE ISSUE DATE: 1.31.19 REVISIONS: L, 04.24.19 PERMIT REVISIONS /2\ 07.11.19 OWNER REVISIONS � 08.23.19 PERMIT REVISIONS L12.06.19 PERMIT REVISIONS L03.18.20 PERMIT REVISIONS PERMIT SET AO. 1 New Addition to Existing Car Dealership Showroom. Project complies with 2015 WSEC, Commercial Provisions, using the Component Performance approach. Roof: R-40 avg tapered rigid insulation above roof deck with R-15 batts in metal joists, min 48" oc, U=0.018, Calculated. Wall (Metal, Opaque): 6" metal studs, 24" oc with R-21 batt insulation, U=0.090, default Table Al 03.3.6.1(1) Slab on Grade (Existing): No Insulation, F=0.73, default Table Al06.1 Slab on Grade (Addition): 2ft horizontal insulation, R-10, no thermal break, F=0.64, default Table Al06.1 Vertical Glazing (Fixed): NFRC certified assembly, U=0.38, SHGC=0.40 Vertical Glazing (Entrances): NFRC certified assembly, U=0.60, SHGC=0.40 Vertical Glazing (Entrances, 9x8 Car door): NFRC certified assembly, double pane, U=0.60, SHGC=0.40 Please note that these values are minimum insulation requirements for code compliance. Higher insulation values may be installed. SHGC = Solar Heat Gain Coefficient 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 General Info Project Title: Doug's Hyundai Date 1/24/2019 PROJ-SUM form Project Street Address: 22130 Pacific Highway 99 For Building Department Use shall be provided as Project City, County, Zip: Edmonds, WA 98026 a cover sheet for all compliance form Project Owner or Rep: submittals. Project Title shall match Jurisdiction: project plans title block. Project Description New Construction and Additions Select all that apply to the ❑ New Building ❑ Building Addition scope of project. SelectAddition + Existing Existing Building Retrofit or Alteration + Existing if the existing building will be ❑� Alteration ❑ Change of Occupancy ❑ Change in Space Conditioning combined with the addition or alteration to demonstrate El 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 0 Mixed Use over 3 stories and all R1 Occupancy Type p Y Yp 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 Commercial 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 Spaces (Warehouse and/or Walk-in') ❑Low Energy Space Category3 Space Conditioning Eligible Low Energy Spaces Categories ❑ Unconditioned ❑ Low energy heating/cooling capacity ❑ Wireless service ❑ Greenhouse4 ❑ Equipment building equipment shelter Floor Area and Floors Above Grade Building Gross Conditioned Floor Area Project Gross Conditioned Floor Area Stories 2 17,261 39465 Compliance Method 1 - General C Compliance Method 2 - Total Building Performance Compliance Method 1 - Projects shall demonstrate compliance with all applicable mandatory and General Compliance prescriptive 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 p pp , and MECH. Path Compliance Method 2 - Projects complying via total building performance (TBP) shall include a summary of results from a whole buildingenergy model per Section C407 and shall demonstrate compliance with all 9Y P P , applicable mandatory provisions in this Code. Refer to Section C401.2, Item 2 for more information. Compliance forms to include with a TBP submittal: PROJ-SUM, ENV-CHK, LTG-EXT, LTG-CHK, and all MECH forms except MECH-ECONO and MECH-VENT (pending). Note 1 - Refrigerated Spaces - They shall comply with the envelope and refrigeration equipment requirements in Section C410. Warehouse coolers and freezers shall also comply with the envelope requirements in C402. C410 takes precedent for overlapping requirements. Note 2 - Semi -heated Spaces - If heated with equipment other than electric resistance may take an exemption for wall insulation. All other PY P envelope assemblies shall comply with the thermal envelope provisions. Note 3 - Exemptions For Low Energy Spaces - Low Energy spaces are exempt from all provisions in WSEC Section C402 Building Envelope, however all other applicable provisions in the Code do apply including lighting, mechanical, service water heating, etc. Note 4 - Eligible Space Conditioning For Low Energy Greenhouses - Greenhouses are defined as aces that maintain a specialized sunlit 9 P 9 gY P P environment that is used exclusively for cultivation, protection and maintenance of plants. Cooling with outside air and/or evaporative cooling, and any form of heating equipment, are allowed under the Low Energy Greenhouse category. Greenhouses with cooling equipment that requires a condensing unit are NOT eligible. 2015 WSEC Compliance Forms for Commercial Buildings includinq R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 General Info I Project Title: Doug's Hyundai Date 1/24/2019 C406 Additional Building level efficiency options: Current Scope Previous Projects C406.8 Enhanced envelope performance ❑ ❑ Efficiency Package Options Summary C406.9 Reduced air infiltration ❑ ❑ A minimum of two Options are required for new construction, C406.5 On -site renewable energy ❑ ❑ Building area level efficiency options and change in space conditioning or occupancy C406.2 More efficient HVAC equipment ❑� El projects. Select all Options included in the current project scope. Also select Options complied C406.6 Dedicated outside air systems (DOAS) ❑ ❑ C406.7 Reduced energy use in service water heating ❑ ❑ with under previous projects (shell and core, other tenant C406.3 Reduced lighting power ❑ ❑ spaces in building, etc) Buildings with multiple tenant C406.4 Enhanced digital lighting controls ❑ ❑ spaces may comply with different options (mix & C406 Comments: match). Options are required for all space conditioning categories. Include discipline specific information for C406 options in ENV -SUM, LTG -SUM and Refer to SBCC website for official interpretations regarding C406 provisions. C, 31 r 1 k architecture design 1.31.20 2015 WSEC Compliance Forms for Commercial Buildinqs includinq R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Project Info Project Title: Doug's Hyndai Date 01/24/2019 Applicant Info. Company Name: 3rk Architecture For Building Department Use Company Address: 265 Winslow Way E Ste D Bainbridge Island, WA 98110 Provide contact information for Applicant Name: Frank Karreman individual who can respond to inquiries about information Applicant Phone: 206-842-1253 provided. Applicant Email: frank@3rkarchitects.com Project Description ❑ New Building ❑✓ Addition ❑✓ Alteration ❑ No Envelope Scope Envelope Project Scope 0 All Commercial ❑ Group R -Commercial ❑ Mixed Use - Commercial + Group R Select all that apply. ❑ Semi -heated ❑ Refrigerated Cooler ❑ Refrigerated Freezer ❑ Equipment Building Envelope Description Provide brief description of the project and relevant supporting documentation. If project includes multiple Target Insulation Allowance areas, and/or is demonstrating compliance as an Addition + Existing, Alteration + Existing, or Addition + Alteration + Existing project, provide a brief summary of the approach to Air Barrier Testing 0 Air barrier testing per Section C402.5.1.2 included in project scope Air barrier testing is required for all new construction projects. Testing criteria is 0.40 ❑ Additional Efficiency Package Option - C406.9 Reduced Air Infiltration cfm/ft2 under test pressure of 0.3 inch w.g. To comply with C406.9, demonstrate that ❑ Testing not required. Explanation: measured air leakage of building envelope Compliance Documentation Scope and Method Scope of This Calculation ❑ New Building 0 Addition 0 Alteration ❑ No Envelope Scope Target Insulation Allowance O Fully Conditioned - Commercial, Group R, Mixed Use Sets the title and calculations in the compliance forms. Selection required 0 Semi -heated 0 Refrigerated Cooler 0 Refrigerated Freezer to enable forms. If project includes more than one Target Insulation Allowance area, and/or if project includes addition and alteration areas complying independently, for each area complete an ENV -SUM form Rows 16-46 and either an ENV -PRESCRIPTIVE form, or ENV-UA + ENV-SHGC forms if demonstrating compliance via component performance. Envelope Compliance Path 0 Prescriptive 0 Component Performance Selection required to enable forms. Component Performance ❑ Change of Occupancy (C503.2) / Conditioning (C505) - 10% higher UA allowed Calculation Adjustments ❑ Additional Efficiency Package Option - C406.8 Enhanced Envelope - 15% lower UA required Additions Addition stand alone 0 Addition + Existing Addition stand alone - Complete Vertical Fenestration and Skylight Area Calculation. Enter total existing -to -remain wall, roof, vertical fenestration and skylight areas as EXISTING. Enter total addition envelope assembly areas as NEW. If resulting total building WWR exceeds 30% and/or SSR exceeds 5%, refer to C502.2.1 and C502.2.2 for prescriptive compliance alternatives. If complying via component performance, complete ENV-UA per instructions for addition stand alone projects. Addition + existing - Complete ENV-UA per instructions for addtion + existing projects. Alterations - ❑ Replacement windows only, or resulting ❑✓ Total building WWR increased by alteration total building WWR <-original WWR Fenestration and Skylight ❑ Replacement skylights only, or resulting ❑ Total building SRR increased by alteration total building SRR <- original SRR WWR and SRR not increased - Vertical Fenestration and Skylight Area Calculation not required. WWR and/or SRR increased - Complete Vertical Fenestration and Skylight Area Calculation. Enter total existing -to -remain wall, roof, vertical fenestration and skylight areas as EXISTING. Enter total altered envelope assembly areas as NEW. If resulting total building WWR exceeds 30% and/or SSR exceeds 5%, refer to C503.3.2 and C503.3.3 for prescriptive compliance alternatives. If complying via component performance, complete ENV-UA per instructions for alteration + existing projects. 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 Project Title: Doug'sHyndai Date 01/24/2019 Vertical Fenestration and Skylight Area Calculation Total Vertical Fenestration Area (rough opening) NET Exterior Above Grade Wall Area Total Skylight Area (rough opening) NET Exterior Roof Area Prescriptive Path - Enter envelope sf values directly into this section of ENV -SUM for New 3,114 432 0 3,465 Existing 242 3,811 0 0 vertical fenestration, skylights, net walls and roof. For Additions and Alterations, refer to these sections in ENV -SUM for further instructions. Total 3,356 4,243 0 3,465 Component Performance - When this Envelope Compliance Path is selected, write - protection of this section is enabled. Enter envelope sf values for all assemblies into the ENV-UA form. Envelope information from ENV-UA will auto -fill into this section of ENV - Vertical ° Fenestration -to- 44.2 /° Wall Ratio (WWR) Skylight -to -Roof Ratio (SRR) Vertical Fenestration Area Compliance Project exceeds maximum target vertical fenestration area. Target area adjustment applied to UA calculation. NO SKYLIGHT PROPOSED. COMPILIES WITH MAXIMUM ALLOWANCE. Skylight Area Compliance Vertical Fenestration 0 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 0 In buildings >_ 3 stories, 25% or more of NET floor area is in DLZ per C402.4.1.1 (DLZ) areas and ftz on project plans. * In buildings < 3 stories, 50% or more of CONDITIONED floor area is within DLZ per C402.4.1.1 For Daylight Zone Area Calculations - Daylight Zone Calculations a) Sidelight areas include primary + secondary daylight zone areas. Building Conditioned Floor Area Sidelight Daylight Toplight Daylight Percent Daylight b) Include overlapping toplight and sidelight (building < 3 stories) Zone Area Zone Area Zone Area daylight zone areas under Toplight. 3,465 3,222 0 93.0% c) Net floor area definition in Chapter 2. Qualifies for Daylight Zone Alternate Spaces in Single Story List all enclosed spaces that exceed 2,500 IF, have ceiling height greater than 15 ft, and are space Building Requiring Skylights types required to comply with this provision. Indicate aperture with 'AP" prefix (AP 1.1 %) In these spaces a minimum of 50% of the Space Space Area (ft2) DLZ Area (ft2) SRR or Aperture Exception floor area shall be within a skylight daylight zone (DLZ). Refer to C402.4.2 for Showroom 39645 3,222 NA 5 requirements. SRR = Skylight to roof ratio Envelope Exemptions Low Energy and Semi -heated Spaces Low energy spaces per C402.1.1 Item 1 are exempt from the thermal envelope provisions. Semi - heated spaces heated by systems other than electric resistance are exempt from wall insulation provision only per C402.1.1.1. Complete Low Energy and Semi -Heated Spaces table in MECH-SUM to verify eligibility based on installed peak heating and cooling capacity per sf. Equipment Buildings Wall Insulation R-Value Roof Insulation R-Value Overall Average U-Factor Equipment buildings are exempt from the thermal envelope provisions per C402.1.2. Equipment Building Envelope Electronic equipment power (watts/sf) The following shall be met to be eligible: building size <- 500 sf, average wall/roof U- factor <- U-0.20, electronic equipment load >- Heating system output capacity (Btu/hr) 7 watts/sf, heating system output capacity <_ Cooling capacity (Yes/No) 17,000 btu/h. Cooling system capacity not Revised Oct 2017 Project Title: Doug's Hyundai Date 01/24/2019 Target Insulation Allowance For Building Department Use Fully Conditioned Space - Commercial, Group R, Mixed Use Calculation Adjustments None Applied Fenestration Area as % gross above -grade wall area 44.2 % Max. Target: 40.0% Skylight Area as % gross roof area 0.0 % Max. Target: 5.0% Vertical Fenestration Alternates: 50% Conditioned Floor Area in Daylight Zone For Stand-alone Projects13,14 Vertical Fenestration 242 Net Wall 31811 Existing -to -remain Areas Skylights User Note Net Roof Building Component Proposed UA Target UA Cavity+Cl Plan/Detail # U-factor Source & Table # ` U-factor x Area (A) = UA (U x A U-factor x Area (A) = UA (U x A) Y R=40 R-40 avg abv deck w/ R-15 batts 0.018 3465 62.4 0.027 3465 93.6 a R= Above Deck Insulation U-0.027 0 R= 0 R= 0.031 00 R= Metal Building U-0.031 o R= 0 _�s R= 0.027 u R= Joist/single rafter U-0.027 0 R= R= 0,021 R= Single raft, attic, other U-0.021 R= R=21 6" mtl std 24" oc R-21 0.090 432 38.9 0.055 748 41.2 S2 R= Steel/metal frame U-0.055 U) R= -a R= 0.052 a ro C0 R= Metal Building U-0.052 2 R= 0 O R= 0.054 cc Wood Frame, other U-0.054 N o R= 0 3: R= 0 N R= 0.104 Mass Wall U-0.104 m m R= O R= R= 0.200 c R= Mass Transfer Deck U-0.20 R= 01! R= 0.078 Q g 0 m R= Group R Mass Wall U-0.078 c7 R= L) E R= 0.104 Assumed to be Mass Wall U-0.104 ro 3: E R= U R= or R= 0.078 0 o R= Assumed to be Mass Wall U-0.078 m O R= m R= 0.031 Mass Floor U-0.031 ro R= o R= 0 LL R= 0.029 E R= Joist/Framing U-0.029 R= Area UA Area UA Target Area Adjusted Page 1 Subtotal 3897 1 101 4213 1 135 Component Performance Compliance (IJA) UA COMPLIES 2015 WSEC Compliance Forms for Commercial Buildinqs includinq R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 Project Title: Doug's Hyundai Date 01/24/2019 Fenestration Area as % gross above -grade wall area 44.2% Max. Target: 40.0% For Building Department Use Skylight Area as % gross roof area 0.0% Max. Target: 5.0% Building Component Proposed UA Target UA Ins. R Plan/Detail # F-factor Source & Table # s F-factor x Perimeter = FP(F x P) F-factor x Perimeter - UA (U x A) R= 2 ft horizontal R-10 no thermal break 0.640 171 109.4 0.540 197 106.4 D R- Uninsulated (Existing) 0.730 26Co 19. 0 Slab -On -Grade F-0.54 o R= 9 � R= 0.550 R= Heated Slab -On -Grade F-0.55 = R= Schedule ID U-factor Source910 U-factor x Area (A) = UA (U x A U-factor x Area (A) = UA (U x A) 0.370 c' Opaque Swing Doors U-0.37 6 cn 0 0.340 Opaque rollup & sliding U-0.34 r O m 0.30 W Non -Metal Frame U-0.30 0 z 0 a 0 NFRC 0.34 2922 993.5 0.38 2625 997.5 Metal Frame, Fixed U-0.38 0 m � C 0 a 0.40 a_ U o Co Metal Frame, Operable U 0.40 0 c NFRC 0.60 48 28.8 0.60 172 103.5 E c NFRC (9x8 car doors) double pane 0.60 144 86.4 Metal Entrance Door U-0.60 0 0.50 r Q All types U-0.50 � F Y Refrigerated Space Freezer Floors Proposed UA Target UA Cl Plan/Detail # U-factor Source & Table # 2 U-factor x Area (A) = UA (U x AlU-factor x Area (A) = UA (U x A) � = Freezer Floor N °o UI R= �R= ii R= Area' UA Area' UA Target Area Adjusted Page 2 Subtotal TO COMPLY - The Proposed Total UA shall not Page 1 Subtotal exceed the Target Total UA. Project Total 3311 1237 2995 4213 7208 1207 135 1342 38 97 101 7208 1338 Component Performance Compliance (IJA) UA COMPLIES Refrigerated Space Windows In Doors 11,12 Cooler Double Pane ripe Pane nert as Heat Reflective Plan/Detail # Description Freezer Glass Glass Filled Treated Glass 0 `o `0 0 0 0 o c � N U ro ro �r m Project Title: Doug's Hyundai Date 01/24/2019 If vertical fenestration area exceeds maximum allowed per Section C402.4.1, then Target Area Adjustment of all applicable envelope elements is 'equired. This worksheet automatically calculates these adjustments and updates target areas in the ENV-UA and ENV-SHGC worksheets. Information >hown in this worksheet is for reference only and is write -protected. Submit this Target Area Adjustment form with ENV-UA and ENV-SHGC forms. IF = Vertical fenestration NW = Net above grade wall (excludes fenestration and doors.) )R = Opaque doors Gross Exterior Above -Grade Wall Area= VF + NW + DR kG = Above -grade Proposed Areas Vertical Fenestration Net Above Grade Wall Opaque Door Project Areas ->I VF= 3114.0 1 NW= 432.0 1 DR= Existing Non -project Areas ->I VF= 242.0 1 NW= 3811.0 Gross Exterior Max Vert. Fen. % Maximum Target AG Wall Area (C402.3.1) Vert. Fen. Area 7599.0 7 X 40.0% - 100 = 3039.6 Total Vertical Delta Vertical 0 Excess Vertical Fenestration Maximum Target Fenestration Fenestration 3356. 0 - 3039. 6 = 316.4 tj greater = 316.4 �> 316.4 Multiplier applied to all Project Vertical Excess Vertical Target Vertical Total Vertical Proposed Vertical Fenestration Fenestration Fenestration Fenestration Target VF Multiplier Fenestration Areas to 3114 .0 - 316.4 = 2797.6 - 3114.0 = 0.90 calculate Target Vertical Fenestration Area Net AG Wall Area Excess Fenestration Target Net Wall Area Net Wall Target Net Wall Mult. Multiplier applied to all 432.0 +1 316.4 = 748.4 432.0 = 1.73 Proposed Opaque Above - - Grade Wall Areas to Tar et Areas - UA g calculate Target Above- Commercial Grade Wall Area Vertical Fenestration Proposed Area Target VF Mult. Target Area Non-metal frame X = Metal frame, fixed 2922.0 X 0.90 = 2625.1 Metal frame, operable X = Metal frame, entrance door 192.0 X 0.90 Above -grade Wall Proposed Area Target Net Wall Mult. Target Area Steel Frame 432.0 X 1.73 = 748.4 Metal Building X = Wood / Other frame X = Mass X = Mass Transfer Deck X = Group R Mass Sum of Proposed p 3546.0 X Sum of Target g = 3546.0 Sum wallaof and wall and vertical fenestration areas are Target Areas - SHGC x A calculated to equal the sum of proposed Non -North Vertical Fenestration PF < 0.2 0.2 <- PF < 0.5 Proposed Area X X Target VF Mult. Target Area = = PF >- 0.5 X = SHGC target areas in North Vertical Fenestration PF < 0.2 X shaded boxes are applied to target areas on ENV- SHGC = 0.2 <- PF < 0.5 X = PF >_ 0.5 X = Project Title: Doug's Hyundai Date 01/24/2019 f skylight area exceeds maximum allowed per Section C402.4.1, then Target Area Adjustment of all applicable envelope elements is required. This vorksheet automatically calculates these adjustments and updates target areas in the ENV-UA and ENV-SHGC worksheets. Information shown in this vorksheet is for reference only and is write -protected. Submit this Target Area Adjustment form with ENV-UA and ENV-SHGC forms. SKY= Skylight NR - Net roof (excludes skylight) Gross Exterior Roof Area = SKY + NR Proposed Areas Skylight Net Opaque Roof SKY= NR= 3465.0 SKY= INR= Project Areas A Existing Non -project Areas -> Gross Exterior Max Skylight % Maximum Skylight Roof Area (C402.3.1) Fenestration Area 3465.0 X 5.0% - 100 = 173.3 Total Skylight Area Maximum Target Delta Skylight Area 0 Excess Skylight 173.3 = -173.3 1 greater = �> -173.3 Project Multiplier applied to all Skylight Area Excess Skylight Target Skylight Area Total Skylight Area Target SKY Multiplier Proposed Skylight Areas - - - _ to calculate Target Skylight Area Net Project Roof Area Excess Skylight Target Net Roof Area Net Roof Target Net Roof Mult. Multiplier applied to all 3465.0 = 3465.0 - 3465.0 = 1.00 Proposed Opaque Roof + Areas to calculate Target Roof Area Target Areas - UA and SHGC x A Skylight Pro Proposed Area Target SKY Mult. Target Area p g 9 All X - I Roof Proposed Area Target Net Roof Mult. Target Area Insulation Above Deck 3465.0 X 1. 00 = 3465.0 Target areas e shaded boxes are applied to target Metal Building X areas on ENV-UA Joist / Single Rafter X = Attic / All Others X = Sum of Proposed 34 65 . 0 Sum of Target 3465 . 0 Sum li target roof and P 9 skylight areas are calculated to equal the sum of proposed Roof U-value Calculation 0A1VZZXZX IMEN Z womm Layer Description Detail R-value Exterior Surface Moving Air 0.17 Built-up A Roofing 3/81, 0.33 Rigid B R-40 avg 40.00 Insulation C Metal deck 0.00 Metal truss D R-15 batts 13.20 5ftoc E Interior Still Air 0.61 Surface 1. Total Column 54.31 2. U-value, invert amount in line 1 0.018 3 r karchitecture I design 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail fronk@3rkorchitecture.com 5823 REGISTERED ,90HITECT .1. ~.1 k, CONSULTANTS: Q 0 Z 2 (D 0 0 W U_ W 0 0 Z v W J r< 0 Z T� i BUILDING ENVELOPE rn rn =o C� 00 2 � IL U c� Q� a Z 00 M � N 0 N W SCALE: NO SCALE ISSUE DATE: 1.31.19 REVISIONS: 04.24.19 PERMIT REVISIONS Z2�07.11.19 OWNER REVISIONS /3 08.23.19 PERMIT REVISIONS n 12.06.19 PERMIT REVISIONS 5 � 03.18.20 PERMIT REVISIONS PERMIT SET AO.2 EXTERIOR LIGHTING SCHEDULE TYPE SYMBOL DESCRIPTION MANUFACTURER MODEL WATTS/FIXT LAMP REMARKS NOT USED EXTERIOR WALL SCONCE EATON - LUMARK CROSSTOUR LED WALL PACK XTOR 18 WATTS LF=D18VV6()99_K BLAGKFINIGH EATON - B EXTERIOR 32" BOLLARD MCGRAW- BSL BOLLARD PATHWAY LIGHT 32 WATTS CF 32W BLACK FINISH PATH DOWNLIGHT (CF) EDISON #BSL-32-32-CF-MT-BK LIGHTING EATON - GALLEON LED, GLEON 2 SQUARE _ C EXTERIOR PARKING MCGRAW- 2 LIGHT SQUARES - # GLEON-AF- 02-LED-El-SL3-BK-7050 129 WATTS LED 129W 5000K BLACK FINISH AREA LIGHTING (POLE) EDISON 3 LIGHT SQUARES - # GLEON-AF- 3 SQUARE = LED 191W 5000K LIGHTING 03-LED-El-SL3-B K-7050 191 WATTS �b I 6' WIDE STRIPED PATHWAY OVER I EXISTING ASPHALT EXISTING ASPHALT PAVING EXTERIOR HYUNDAI LIGHT INVENTORY a SEE A2.2.1 PARKING LOT , I N AME/NftY SPACE ' xisTING HY ND I HY NDAI ('PER IGh4ZDA PE#A1T) o PARKING LOT PA KING LO N SITE PLAN I 0 7.5 15 30 60 SCALE: 1 "=30'-O" MAZDA SALES BUILDING (UNDER I CONSTRUCTION) I i I I I PARKING CALCULATION I TYPE RATIO REQ'D SERVICE GARAGE SPACES TOTAL SURFACE SPACES I j SPACES HYUNDAI SALES & SERVICE BUILDING AREA - 17,675 S.F. 1 SPACE PER 500 S.F. 36 SPACES 13 SPACES 23 SPACES----------------------------------------- 31 r 1 k architecture I design 1.31.20 EXISTING LIGHTS @ STREET, TYP NEW STREETSCAPE IMPROVEMENTS @ HWY 99 AT HYUNDAI TYP. AT ACTIVITY ZONE NEW CURB RAMPS SEE CIVIL DWGS. FOR SLOPES, WARNINGS AND MISC. DETAILS NEW STREETSCAPE !' IMPROVEMENTS @ HWY 99 AT HYUNDAI TYP. AT ACTIVITY ZONE SITE LIGHTING AT CROSSWALK SEE SCHEDULE EXISTING SIDEWALK ACCESSIBLE ROUTE SEE CIVIL DWGS. C2.01-3, C2.10-3 AND C2.11-3 FOR REQUIREMENTS FROM PUBLIC WAY TO BUILDING ENTRANCE EXISTING LIGHTS @ STREET, TYP ►N1106� MIN BLUE REFLECTIVE BACKGROUND W/WHITE REFLECTIVE SYMBOL AND BORDER WHITE REFLECTIVE BACKGROUND W/BLACK LETTERS AND BORDER .125" THK. ALUMINUM SHEET SIGN BACKGROUND 1 1/2" DIA. GALV. STEEL PIPE NOTE: 1. ONE SIGN AT EACH DISABLED PARKING SPACE 2. SIGNAGE AND PARKING SPACE DEMARCATION SHALL CONFORM TO LATEST D.O.T. STANDARDS 8" DIA. CONCRETE FOOTING ACCESSIBILITY SIGNAGE SCALE: NTS S-0" STREET TREE — PER LANDSCAPE DRAWINGS SIDEWALK GRATE - SEE DETAIL #3/A1.0 SIDEWALK PLANTER SCALE: 1 /4"=1'-0" 1. TREE GRATE SHALL BE URBAN ACCESSORIES MODEL KIVA 3'x3' OR EQUIVALENT. TREE GRATE FRAME SHALL BE URBAN ACCESSORIES MODEL TYPE "S" OR EQUIVALENT. 2. SLOTS IN GRATE SHALL BE NO GREATER THAN 1/2" IN ONE DIRECTION. 3. HOLES (SQUARE OR ROUND), SHALL BE NO GREATER THAN 1/2"IN DIAMETER. 4. WITH ELONGATED OPENINGS, LONG DIMENSIONS SHOULD BE PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. DECIDUOUS TREE PLANTING TREE GUARD (OPTIONAL) 3" DEPTH PEA GRAVEL TO BOTTOM OF GRATE FINISH GRADE UNIT PAVING f3'-1 /8" ao ao U 00o O O�000 000ooUD�D��00000 0 -H -H maio�o1 11 I ADA STANDARD TREE GRATE (SEE NOTES 1-4) FINISH GRADE CONCRETE PAVEMENT MIN 18" DEPTH x MIN 6" WIDE CONCRETE SUB —SLAB ROOT BARRIER BAND, OR 18" DEPTH APPROVED ROOT BARRIER MATERIAL AT SIDE OF PLANT PIT. COMPACT SUBGRADE TO 95% (TYP) FINAL GRADE BACKFILL COMPACT SPECIFIED FREE DRAINING PLANTING SOIL PERFORATED PIPE IN PEA GRAVEL TRENCH, WRAP WITH FILTER FABRIC. CONNECT TO STORM SYSTEM. TREE GRATE DETAIL SCALE: NTS 3 1 r I karchitecture I design 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail frank@3rkarchitecture.com 5823 REGISTERED HIT ECT 110115IM61=111"'. mve v CONSULTANTS: w U Q W rn >- Q U) Q Z 0 3� CO Qop�p N I W JY) U Q U) U U) (D < < ` � C) 0- Z 0 0 0 (y) 7- 2 M N fn 2 W SITE PLAN, & SITE DETAILS SCALE: AS NOTED ISSUE DATE: 1.31.19 REVISIONS. Z� 04.24.19 PERMIT REVISIONS 07.11.19 OWNER REVISIONS �3 0 08.23.19 PERMIT REVISIONS 12.06.19 PERMIT REVISIONS /5\� 03.18.20 PERMIT REVISIONS PERMIT SET Al .0 /0 0 g� o® a Rubber Hose — Guy wires - 3 per tree flagged for visibility 7: - - et crown 2" above finished grade ' y' cod chip or bark mulch i 2"x2"x24" stakes arm watering well (III III —I = I II xcovate 2x width of rootball IIIIII II III _ II remove burlap from top half of rootball I }� IIIII Illllll_I 1= lant in 50-50 mix of topsoil and native soil u III II-1IEiIsIEIIL=1IIIi=I — I O — Tamped soil setting bed ; Existing soil I O i Tree Planting Detail _ _ _ applies to shrubs as well no staking necessary for shrubs a - - -- - - �Amenity Space per _ o Mazda Permit © � O D o 0 o � O O Interior Landscape Calculations rp Hyundai Sales and Service Site i 23 stalls @ 17.5 sq.ft./stall = 402.5 sq.ft. i i 640 sq.ft. provided i I i i I j i -------.._.._.._..---------------------= 31 r 1 k architecture I design 1.31.20 Existing.perimeter vegetaon to remain 3 1 r I karchitecture I design Plant Materials 4 3 Nom Acer rubrum 'Red Sunset' - Red Mople / 3" cal. Branched @7' Prunus cerasifera 'Thundercloud' - Purple Plum / 2" cal. Thu jo occ. 'Emerald Green' - Arborvitae / 5-6' . OO 31 Potentilla fruiticoso 'Goldfinger' - Cinquefoil / 1 gal. ® 50 Nandino dom. 'Gulf Stream' 2 gal. ® 24 Mohonio repens - Creeping Mahonio / 1 gol. 17 Viburnum davidii / 2 gal. rp Rubus pentalobus - Creeping Raspberry / 4'' @ 2' o.c. All perimeter buffers to be maintained. Amend all plantings areas with 3" of compost e.g. cedar groves compost or gro-co. Mulch all planting beds with 3'' wood or bark mulch. Provide design/build irrigation (permit req.) for oll plantings. Follow City of Edmonds Landscape code. Provide sleeves for piping under paths to access all planting areas. Plant substitutions are o.k. if confirmed by landscape architect. Avoid planting in summer months. Stake trees as necessary. A separate irrigation permit must be obtained from the City Public Works Dept. Prior to final acceptance provide a copy of the backflow test report to the City's Cross -Connection Control Specialist. Test reports can be faxed to 425.744.6057 or e-mailed to jeff.koblyk@edmondswa.gov. Backflow testing will be required on an annual basis thereafter. 0 7.5 15 30 60 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail fronk03rkorchitecture.com 5823 REGISTERED ,9nHITECT CONSULTANTS: 0 LLOU O O U O w F- f LU Qd w U q�� 0 zw _ U TG LA, LLC Landscape Architect w U Q W rn >- Q U) Q Z 0 3� CO QC�p�p N I W JU Q 3� U) U) U U) (D < < ` � r-) 0- Z 0 0 0 (Y) M N 2 W LANDSCAPE PLAN SCALE: 1 "=30'-0" ISSUE DATE: 1.31.19 REVISIONS - Al 04.24.19 PERMIT REVISIONS A07.11.19 OWNER REVISIONS A08.23.19 PERMIT REVISIONS Al2.06.19 PERMIT REVISIONS A03.18.20 PERMIT REVISIONS PERMIT SET Ll .0 5 I CUT OPENING IN 5 EXISTING WALL SEE DOOR SCH. FOR SIZE ti I I {� II I I II I I II I I II I I II I I II I II II I I I DEMOLISH EXISTING II I LEAN-TO STEEL BUILDING II I II II -1 -----------------------------I ------------------------------- nEXISTIPG DEMOLISH SHOWROOM (ROOF, WALLS, SLAB), TO LINE OF UP SECOND FLOOR MEZZANINE -----------------rJ ______-==a�------a�------a—====== I I I I I II I � I I I I I I I I I I I r �r--11 -- ------ CUT OPENING IN ---I DEMOLISH EXISTING PARTITIONS; EXISTING WALL „' AND FINISHES AS PER SEE WINDOW SCH. L PROPOSED PLAN DIAGRAMS FOR SIZE UP H �L__JI II IL__JI II II____II IIII; II II � I II EXISTING SLAB DEMOLISH EXISTING - " DEMOLISH EXISTING -- ------ III TO REMAIN CONCRETE SLAB STAIRS AND RAMP ;I I �' I I TI II \\ I DEMOLISH EXISTING �I WIIIIII INDOW--y, DOORAND PARTITIONS/ FINISHES AS PER PROPOSED LAN - am______�__ ___�-_______ - CUT OPENING Ii IN,r, = r =„ EXISTING WALLS I,I ,� ,��III '1 II I� L , �I, _ VERIFY SIZE W/� L = A I WINDOW SCH. i4 ��„ DEMOLISH EXISTING PARTITIONS, --"' "�" J� FIXTURES AND FINISHES AS PER PROPOSED PLAN DIAGRAMS ;'-9"0'-0" I I I I DEMOLISH EXISTING SERVICE CANOPY AND COLUMNS I I ----------------------------------- I I I I � EXISTING FIRST FLOOR DEMOLITION PLAN SCALE:3/32"=1'-0" 31 r 1 k architecture I design 1 . 3 1 . 2 0 DEMOLISH SHOWROOM (ROOF, WALLS, SLAB), TO LINE OF SECOND FLOOR MEZZANINE - - I -------------------i II II II II II II II II II II II II I I�/ II II II II II II II II II II II II IOVE HALF .,HT WALL II II I II I II I \\ I I I II I II I II I II I II I II I II II DEMOLISH SKYLIGHT II II II II II II II II I I , I V I I`, II II II II II II II II II II II --------------------- ------------------- REMOVE WINDOWS N EXISTING SECOND FLOOR DEMOLITION PLAN SCALE: 3/32"=1'-0" N OCCUPANCY & EXIT DIAGRAM SCALE: NTS SECOND FLOOR PLAN an M1 3 I r I karchitecture BUILDING ANALYSIS THE BUILDING IS TYPE VB CONSTRUCTION AND WILL BE FULLY SPRINKLERED ALLOWABLE BUILDING HEIGHT OCCUPANCY GROUPS B & S = 60 FEET BUILDING IS APPROXIMATELY 26' TO TOP OF PARAPET ALLOWABLE BUILDING HEIGHT OCCUPANCY GROUP B = 3 STORIES OCCUPANCY GROUP S-1 = 2 STORIES OCCUPANCY GROUP S-2 = 3 STORIES THE BUILDING IS 2 STORIES ALLOWABLE AREA FACTOR OCC. GROUPS B- SM = 27,000 SF OCC. GROUPS S-1- SM = 27,000 SF OCC. GROUPS S-2- SM = 40,500 SF THE BUILDING IS 18,854 SF TOTAL EXIT REQUIREMENTS WALL LEGEND WALL TO BE REMOVED _______________ EXISTING WALL OCCUPANT LOAD NAME AREA LOAD FACTOR OCCUPANT LOAD FIRST FLOOR AUTO SHOWROOM 6,296 SF 100 SF PER OCCUP. 63 AUTO SERVICE 6,395 SF 200 SF PER OCCUP. 32 PARTS STORAGE 947 SF 500 SF PER OCCUP. 2 TOTAL OCCUPANTS PER FLOOR 97 SECOND FLOOR SALES OFFICE 1,575 SF 100 SF PER OCCUP. 16 PARTS STORAGE 1,373 SF 500 SF PER OCCUP. 3 TOTAL OCCUPANTS PER FLOOR 19 EXIT REQUIREMENTS NUMBER AND ARRANGEMENT OF EXITS MINIMUM TRAVEL DISTANCE ARRANGEMENT OF NUMBER OF EXITS MEANS OF EGRESS FLOOR, ROOM OR REQUIRED ACTUAL SPACE DESIGNATION REQUIRED SHOWN ALLOWABLE DISTANCE DISTANCE ON TRAVEL BETWEEN SHOWN PLANS DISTANCE EXIT ON PLANS DOORS 1ST FL. - GROUP B 2 6 200' - ACTUAL = 84' 66' 85' 1ST FL. - GROUP S-1 200' - ACTUAL = 65' 60' 90, 2ND FL. - GROUP B 1 2 200' - ACTUAL = 121' NA NA 2ND FL. - GROUP S-2 300' - ACTUAL = 67' NA NA EXIT WIDTH NUMBER OF INCHES OF DOORS REQUIRED NUMBER OF INCHES OF DOORS PROVIDED MBING FIXTURE CALCULATION �r table 2902.1 of WA amendments to 2015 IBC) 32" REQUIRED 36" MIN PROVIDED CLASSIFICATION AREA OCCUP. LOAD PER SEX W/C LOAD FACTOR W/C LAV LOAD FACTOR LAVATORY 1. BUSINESS 6,296 SF 32 1 PER 25/1 PER 50 1.14 1 PER 40/1 PER 80 .8 8. STORAGE 6,395 SF 16 1 PER 100 .16 1 PER 100 .16 8. STORAGE 947 SF 1 1 PER 100 .01 1 PER 100 .01 TOTAL FIXTURES PER SEX 1.31 (2 FIXTURES) .97 (1 FIXTURE) SECOND FLOOR 1. BUSINESS 1,575 SF 8 1 PER 25/1 PER 50 .32 1 PER 40/1 PER 80 .2 8. STORAGE 1,373 SF 2 1 PER 100 .02 1 PER 100 .02 TOTAL FIXTURES PER SEX .32 (1 FIXTURE) .22 (1 FIXTURE) design 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail frank@3rkorchItecture.com 5823 REGISTERED M�DHITECT A N 4JiL&9,E-M7A N AA OF WASHINGTON CONSULTANTS: w U Q wrn >- Q cn Q Z 0 3� (0 QCD� N pp QIZ � U)UU � r-)0 0 0 Z) = M >_ N 2 W EXISTING FLOOR DEMOLITION PLANS, OCCUPANCY AND EXITING DIAGRAMS SCALE: AS NOTED ISSUE DATE: 1.31.19 REVISIONS: � 04.24.19 PERMIT REVISIONS /2\ 07.11.19 OWNER REVISIONS 08.23.19 PERMIT REVISIONS / L4, 12.06.19 PERMIT REVISIONS Z L5 03.18.20 PERMIT REVISIONS PERMIT SET A2.0 2 CHAIR LIFT PER IEBC 705.1.3 MUST CONFORM TO ASME 18.1 5 4 3 A3.0 INSTALL PER MANUFACTURER 4 SEE DETAIL 7/A6.0 *GRID C= EAST FACE OF WALL* A3.0 A3.0 O O A4.0 O O O G A B 114'-02" 26'-2%2" 10'-0" 31'-9" 69'-6 %2" _ DRAINLINES VIF 5 VIF CHARGING TIE INTO EXIST. / 08 08 STATION STORM WATER 06 gq RETENTION ----------------------------- -------------------- - wloo wloo SYSTEM, TYPICAL 54'-1" 13'-102" D12 .2_�(l D120.0 o K s � D 25 8A w1o1 D126 NEW PARTS os "'------------- 02 03 -1 02 RR RCVG up l F&I &I N os (2D o SPC BREAK; C 126 120 OFF OFF D1 0.1 r? __� `7 FLOOR MOUNTED } - - - - - - - - - - - - - - - - - - O IAL-L - --- O� - 03 - - - - - - - `o `� G#�TYP--SEE- ® 12_ `"��M 127 0 5 1'-%4" 07 fA_ LIGHTING SCHEDULE a= N 08 RR 2A 3'-5" N 2'-3" 9" RECESS SLAB D123 R'iEF. 121----------------------------------------- 4' 6„ ------- ------ AT COLUMN wl oo `, D 122 D 121 W2oo W201 BASE TYP. / '--------------'' 08 5A; 1 HR. SHAFT SEE SECTIONS 6'-%a" 9'-1O�4" 4'-0" AIR ° SALES ------ 104 101 D105 SHAFT / =N OS 15'-7Y4,. N 0o $ I T w102 a� ; ® MGR N A6.0 OFF OFF ryJ LO 08 os 105 106 w2o2 H 03 08 03 4' 6" / 10'-9" 7'-10Y'4" FF 355.03' EXISTING ACE OF EXISTING FIELD VERIFY O 40 OPARTS INTERIOR GLASS 5 L. COLUMN EXISTING F cm N 3 - - - - - - - - - - - - - - - - - - - - STOR GE ° - - - - - PARTIimNs - - - - - - - :9A - - - - - - 11 1 SEE A5.1 o BDC SALES A5.1 36'-2" wloo AREA MGRS SHOWROOM 10' SLANTED V15' 0"-5" ® 03 107 18' 2%2" 1 0$ W 3 100 ST�EL COLUMNS TECH AT CEILING ABOVE / PARTS W20 08 VIF TY�. N PARKING STALLS ¢ / SEE SITE PLAN €XI ING 08 ® SE ICE ARTS D1oEl SALES° 1 B S ° MGR 03 LL 101 1 � H 03 0 A3.0 (SEMI ATED 1-29 � A6� I � � °�00 ° � W'�4 A3.o SPACE) ® 03 D109 N V 0 08 5 4 M 3 D119 08 A4.0 RETAIL PARS CASHIER CUST MR. I I 128 - 118 3A WAITING 4'-6" ® 8'-4" 8'-4"11 1, 08 110 wloo EXISTING a - 6'_5" 6'- 1 9"2'-3" N 51/ o 0 2 110 2 00 VEHICLE (v «N,R R --- _ -- INS - W105 in Ma. ., LIFTS - 'R qax - - - FACE OF EXIST TYPICAL ooRSPA E <a.3o. .EAR 4 - - - - - - - - - - - - - ® - - - F - - _ I E°E i i xo ❑❑ STL. COLUMN - - `o N — - `" - - - N'��E, ctUpR \ I � � I _ 10'-0" / CURB CUT SEE CIVIL DWG. R �M 6 FOUNTAINS; 1'-3Y4" N 04 �6-2„ 13'- 7Y4" \ 36' MAX HGT. \ 2 FOR RDA UNIT CUST'MR. 16'-4%q" Ir WAITING H CUSfMR 02 WAITING 5 111 2 ti _N lip----------------------------------------------- °° °° ® 3'-2%4" 3A 16'-2�21" 5'-6" 1 -4" w106 / - 1 HR. SHAFT c� N 3A �, , I a SALES N; AT RETURN 5' D116' IR SHAFT / p2 5 D113 ----------- ---- 2 D112 W100 ® 5 W205 08 - 4' 6" 03;1 WOMEN MEN 2' 3" D117 3 113 112 02 SERVIC 1 9" MANAGER 07 CY) - 2'-Y4'/ - �1Z _ - - - - - - - ° - 5 - - _ - S€RVICE 8A C4 N o wzo5 wzo5 ADVISORS 2A D 100.2 REQUIRED 05 115 5 CHARGING W107 STATION r" D115.0 -' 01 W109 0................................. ----- INTERNAL DRAINLINES 08 08 06 O 8A 28-11" (SKEW LDG. COMPENSATION) IN COLUMN COVER, TIE INTO EXIST. zr DRAINLINES- STORM WATER - TIE INTO EXIST. RETENTION --------- a` - 8 STORM WATER SYSTEM, TYPICAL A2.1.1 RETENTION a SYSTEM, TYPICAL 0 00 }m 51'-6%2" 5 5 w 4 3 - - � Y A3.0 A3.0 5 A4.0 INTERNAL DRAINLINE N N CD IN COLU',M"N COVER, o o SERVICE TIE INTO'EXIST. o N RECEPTION STORMWATER N 114 RETENTION SYSTEM TYPICAL TUBE STL COLUMN 0 01 01--------------- -_ OUTSIDE FACE �r 7OF FRAMING TYP 17'-11" w�os wlos 17'-11" 49'-10" N FIRST FLOOR PLAN 1 CONSTRUCT 1 HR RATED WALL AND PARAPET IN ACCORDANCE 2 A4.0 WITH IBC CODE SECTION 705.11.1 SCALE: 1/8"=1'-0" 15,446 GSF WALL LEGEND 15% MAXIMUM UNPROTECTED A3.0 OPENINGS- SEE A4.0 0 2 a 8 16 NEW WALL n=rm� EXISTING WALL ��;' 3 1 r 1 k architecture design 1.31.20 INTERNAL_DRAINLINES IN COLUM VER, TIE INTO EXIST. STORM WATER RETENTION SYSTEM, TYPICAL 3 1 r I karchitecture I design 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail frnnL@] -4r Lnrnhifcr firc nnm 5823 REGISTERED HITECT AN AN STA OF WASHINGTON CONSULTANTS: L J Q W rn >- Q (n Q> z QC�p�p N I W JU Q Y) U) — U c� (D < < � C) 0- Z 0 0 0 (y) 7- 2 M N fn 2 W FIRST FLOOR PLAN SCALE: 1/8"=1'-0" ISSUE DATE: 1.31.19 REVISIONS: ZL 04.24.19 PERMIT REVISIONS Z2� 07.11.19 OWNER REVISIONS �3 08.23.19 PERMIT REVISIONS 12.06.19 PERMIT REVISIONS 5 � 03.18.20 PERMIT REVISIONS PERMIT SET A2. 1 (2) LAYERS 1/2" TYPE 'X' GYPSUM BOARD PARAPET WALL SIM. 16 GA 8" STEEL STUDS 16" O.C. (TERIOR PAINTED STUCCO FINISH 1/2" GYPSUM SHEATHING U425 ASSEMBLY- 1 HOUR RATED WALL &�lHR . EXT. WALL SCALE. 3"=1'-0" 8�4" 20 GA 6" STEEL STUDS 16" O.C. (1) LAYERS OF 5/8" GYPSUM BOARD @ EACH SIDE R-21 FIBERGLASS BATT INSULATION R-7 RIGID FOAM INSULATION .145 DIA. X 1" EMBED. S1iOT PINS @ 32" O.C. INTERIOR WALL SCALE. 3"=1'-0" 2A - 6" STUDS WITH NO RIGID INSULATION ___ U 'FRONT APPROACH PULL SIDE 54"X60" LATCH APPROACH PUSH SIDE 160X48 -------------------------- E l --------- LATCH -APPROACH FRONT PPROACH PUSH SIDE _ _ _ _PULL SID ------------ ------------154"X60 �0"X48" � , q71 o 0 ------------ �<v o 0 �Q CLEAR FLOOR SPACE CLEAR FLOOR SPACE 48"X30" , 48' X30" ----- ----------------- CLEAR FLOOR SPACE WOMEN 48°x30" MEN 12 A2.1.1 9 113 ° °° 112 �y 11 11 LATCH APPROACH LATCH APPROACH PULL SIDE CLEAR FLOOR SPACE CLEAR FLOOR SPACE PULL SIDE 42"X60" 59"X60" 59"X60" 42"X60" RESTROOM PLAN SCALE: 3/8"=1'-O" N ADA CLEARANCES WOMEN RESTROOM SCALE: 3/8"=1'-O" U i co lk 29 18" ELEV. - EAST 0 31 r 1 k architecture design 1.31.20 O bo 48 1 6 7 8 30 15 22 25 16 19 20 U � \ LL O0 21 \ OQ M O0 20 GA 3 5/8" STEEL STUDS 16" O.C. FIBERGLASS BATT INSULATION FOR SOUND ATTENUATION AT RESTROOMS 5/8" GYPSUM BOTH SIDES X 1" EMBED. 18 ice:' O.C. 3Y4" 20 GA 2 5/8" STEEL STUDS 16" O.C. 5/8" GYPSUM BOARD ONE SIDE .145 DIA. X 1" EMBED. SHOT PINS @ 32" O.C. CHASE WALL 4 3"=1'-0" SCALE: TOE & KNEE CLEARANCES 5 WOMEN & MEN RR ELEV. - NORTH SCALE: 3/8"=1'-0" 5y4" FURRED WA 3"=1'-0" SCALE. 20 GA 3 5/8" STEEL STUDS 16" O.C. R-15 FIBERGLASS BATT INSULATION 5/8" GYPSUM THIS SIDES 1" AIR GAP a EXISTING CONC. WALL a 5 DIA. X 1" EMBED. SHO PINS 32" AT CO RUN R EXTERIOR WALL 6 SCALE: 3"=1'-0" 1 6 17 18 130 41" 42" 12" 27 ;26 42„ R'STRM. ELEV MEN & WOMEN RR ELEV. - SOUTH 14 YSCALE3/8"=1'-0" WC 205/ 204 S I M SCALE: 3/8"=1'-0" 36" 24" 10��m1 m 23 = i� I 18" 3 4 5 29FZ MEN REST SCALE: 3/8"=1'-O" ROOM ELEV. -WEST \ 42 X70 SIDE \ APPROACH 1'-0" \ 56"X60" CAR 56"X6p" CLEAR FLOORIS0ACE w - ' - ,S FLOOR PACE WC ow /o'er we - 204 °° o co 205 0� O v� 16 A2.1.1� 15 2ND FL. R'STRM. PLAN SCALE: 3/8"=1'-O" ACCESSIBILITY IMPROVEMENTS 5 EXISTING CONC. WALL 16 GA 8" STEEL STUDS 16" O.C. NEW HSS COLUMN BEYOND SEE STRUCTURAL 5/8" GYPSUM BOARD ONE SIDE VERT.2X4 FURRING .145 DIA. X 1" EMBED. SHOT PINS @ 32" O.C. LL 5/8" GYPSUM ATTACHED TO CONC. WALL 5/8" PLYWOOD EXISTING CONC. WALL INTERIOR WALL 7 SCALE: 3"=1'-O" 1 16 7 8 30 36" 22 24" 1 24 v Cl) 18" *SCALR'STRM. ELEV E- 3/8"=T-0" WC 205/ 204 SIM 1 1617 18 30 25 a p O 21 co - O¢ N H J CLEARANCE BENEATH 12 LAVATORY R'STRM. ELEV *SCALE : 3/8'=1'-0" WC 205/ 204 SIM MECH SHAFT PLAN VIEW U —STEEL rl�3 r karchitecture I design C-CHANNEL AT 24" O. C. TYPICAL EXISTING 5/8" TYPE X GWB (VERIFY) OR EX'TNG. 8" CONC. WALL WHERE OCCURS �v MECH SHAFT SECTION STEEL J-TRACK AT FLOOR HORZ. ASSEMBLY SIMILAR 1 HOUR SHAFT SCALE: 3"=1'-0" U415 ASSEMBLY ESTROOM NOTES- 1 TOILET ROOMS TO BE ACCESSIBLE PER ICC/ANSI Al 17.1-2009. 2 GRAB BARS SHALL BE 1-1/4" TO 1-1/2" IN DIA. INSTALLED PER ADA GUIDELINES, BRUSHED STAINLESS STEEL FINISH. 3 FORCE REQ'D TO ACTIVATE WATER CLOSET CONTROLS NOT TO EXCEED 5 LBS. �4 HANDICAP TOILET W/PRESSURE POWER ASSIST AS REQ'D BY CODE. CONTRACTOR TO PROVIDE A 1.5 GALLON FLUSH FIXTURE. �5 �6 ALL DISPENSERS & DISPOSAL FIXTURES SHALL BE MOUNTED SO AS NOT TO EXCEED 42" AFF TO ANY OPERATING CONTROLS RECEPTACLE OR DISPENSER. U MOUNT ALL EQUIPMENT PER ADA REQUIREMENTS. �CONTRACTOR TO PROVIDE ADEQUATE BLOCKING FOR ALL TOILET ROOM FIXTURES & FITTINGS. 8 �9 FAUCET CONTROLS & OPERATING MECHANISMS TO BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT GRASPING. 10 LAVS / HANDSINKS SHALL HAVE A COMBINATION FAUCET OR PRE -MIXING FAUCET CAPABLE OF SUPPLYING WARM WATER FOR A MINIMUM OF TEN SECONDS. 11 INSULATE DRAIN PIPE & HOT WATER @ LAVS PER ADA GUIDELINES. 12 THE TOTAL DEPTH OF THE CLEAR SPACE BENEATH THE LAV SHALL NOT BE LESS THAN 1'-5" OF WHICH TOE CLEARANCE SHALL NOT BE MORE THAN 6" OF THE TOTAL DEPTH. KNEE CLEARANCE SHALL NOT BE LESS THAN 2'-5" IN HEIGHT & 2'-6" IN WIDTH. 14 MIRROR TO BE MOUNTED W/ BOTTOM OF REFLECTING SURFACE @ 40" AFF. 15 TOILET ROOM DOORS SHALL BE SELF -CLOSING & TIGHT FITTING AT JAMB AND HEAD. 16 HOT WATER HEATER SHALL BE CAPABLE OF SUPPLYING HOT WATER @ A TEMPERATURE OF 120 DEGREES TO ALL SINKS, LAVS & OTHER CLEANUP FACILITIES. 17 KOHLER TOILET, MODEL #: K-3658, FINISH: WHITE. 18 KOHLER TOILET SEAT, MODEL #: K-4731-C, FINISH: WHITE. 19 KOHLER SINK, MODEL #: K-1728, FINISH: WHITE. 20 KOHLER LAVATORY FAUCETS, MODEL #: K-151994NDRA, FINISH: CP. 21 PLUMEREX P-TRAP COVER, MODEL #: 2003, FINISH: GRAY. 22 BOBRICK #B-2974 UNIVERSAL ROLL PAPER TOWEL DISPENSER. 23 BOBRICK #B-4221 CONTURA TOILET SEAT COVER DISPENSER MOUNT PER ICC A117.1-2009 SECTION 604.7. 24 BOBRICK #B-293 18"x3O" MIRROR - SATIN STAINLESS STEEL. 25 BOBRICK #B-4112 CONTURA SOAP DISPANSER. 26 BOBRICK #B-270 CONTURA SANITARY NAPKIN DISPOSAL. 27 BOBRICK #B-4288 CONTURA TOILET TISSUE DISPENSER. 28 BOBRICK #B-670 COAT HOOK - SATIN STAINLESS STEEL. 29 TOTO URINAL, MODEL #: UT104E, COLOR: STANDARD #1 COTTON, WITH TOTO AUTOMATIC FLUSH VALVE, MODEL #: TEU1 LA12#CP. 30 RESTROOM SHALL HAVE ACCESSIBILITY SIGNAGE COMPLYING WITH IBC SEC. 1101.2.9 AND ICC A117.1 REQUIREMENTS. 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail frnnk@3rknrchltPctUrP-com 5823 REGISTERED HITECT AN AN STA OF WASHINGTON CONSULTANTS: Q W rn � Q (n Q> z 0 > CO QC�p�p N I W JU Q U c� � �0 0 co 0 N 2 W WALL TYPES, RESTROOM PLAN & ELEVATIONS SCALE: AS NOTED ISSUE DATE: 1.31.19 REVISIONS: 04.24.19 1\ PERMIT REVISIONS Z12� 07.11.19 OWNER REVISIONS /3 \ 08.23.19 PERMIT REVISIONS U Z 12.06.19 PERMIT REVISIONS 5 � 03.18.20 PERMIT REVISIONS PERMIT SET A2. 1.1 O 1 A3.0 O EXISTING EXISTING UF_ OPEN TO ABOVE EXISTING SERVICE BAYS 124 : 4 - - - - - - - - EXISTING UF_ 2 A3.0 O TYP @WALL 2 A2.2 EXISTING EXISTING U V 11 1 , �-� <,�z,> W SPEC EQ EQ H LL L NEW +$,-o, ujl PARTS TOOL e4 w ` RR� RCVG 12 ILLI a Bp�REApK� _ a 1 EQ E4 EQ 0 120 a -' L R R +$ -0" LU+s'o°+ E ❑ E4 ,pE4 121 E4 FIRE EQ EQ LU ' SPRK. Q EQ EQ 125 PROVIDE R-49 INSULATION ABOVE CEILING 5 ❑ I H I EXISTING - - - - - - - - - - PARTS - - STORAGE119 ❑ 1 I I I 1 PARTS I MGR c� I 129 LU o - - - - - - - - - - - - - - - - E4 LU EQ EQ 5 RETAIL +$'-o CASHIER PARTS ALIGN 4w 118 c° 128 C°~' c°1 cO co 5'-0" 5`4' (3 4'_O" 4'79; EQ w G G G - - - - --- - - - - - - - - - - - - - (D6 - - - - - W O PROVIDE R-49 INSULATION ABOVE CEILING- -r N FIRST FLOOR REFLECTED CEILING PLAN SCALE: 1 /8"=1'-0" REFLECTED CEILING PLAN NOTES 1. SEE A2.2.1 FOR LIGHTING FIXTURE SCHEDULE AND LIGHTING SUMMARY 2. CEILING HEIGHT TO BE 8'-0" UNO 31 r 1 k architecture I design 1.31.20 I I I I OPEN TO ABOVE SEE A2.4 SERVICE RECEPTIONI 114 2 A3.0 0 2 4 8 16 4 3 A3.0 A3.0 TYP@GRID 3 r architecture design 1 O D Q O G A2.2 EXISTING EXISTIN / U V I I , �G1 EG1 �G1 �G1 / &I F&I 102 " -- 0 - - - - - - - - - - - - - G1 G1 G G1 / 5 I I I I , SALES I SALES 101 101 �G1 �G1 �G1 �G1 / IT G EIG1 �G1 ZG1 1dG1 I OPEN TO *DEFERRED SUBMITTALS* ABOVE PROVIDE GRAVITY AND LATERAL DESIGN SEE A2.4 AND DETAILS FOR ALL CEILINGS, SOFFITS, AND - -- - - - - - - - - - - OQ O - - - - - - CEILING ELEMENTS. ARCHITECT AND ENGINEER TO REVIEW BEFORE SUBMITTAL TO BUILDING DEPARTMENT. SUBMITTALS MUST COMPLY WITH AREA +8'- " MGRC TECHNICAL DOCUMENT 401 BY NORTHWEST WALL & CEILING BUREAU. I I / G [+ ]G F]G i VERTICAL COMPRESSION / STRUT Li I 1 2" MAX FROM BRACING WIRES TO CROSS TEES W HALL, +$'-Q" � 45 DEGREE MAX - E-Q� @ 1 Q9�o- �a - - - - - - -I - - - - - - - - - - - - - - - - - A3.0 45 DEGREE MAX EQ t 414' LLD LD EQ W / 12 GA HANGER WIRE BRACES SHCh ROOM @ 4'-0" OC TO BE ATTACHED / @ MAX OF 45 DEGREES, MIN OF 3 FULL TURNS IN 3' @ 100 AI TIN G BOTH SIDES OF ALL BRACING , 1 0 45 DEGREE MAX \ \ �G �G / 45 DEGREE MAX WIRE, TYPICAL MAIN RUNNER @ 4-4- OC CO AC S AR OR Z-0" OC AS SHOWN jP- - - - - - - - - - „ CROSS TEE @ 2'-0" OC 0 NOTES: / 1. ALL 24"X48" CEILING LIGHT FIXTURES & 24"X24" HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MINIMUM OF (2) HANGERS @ OPPOSITE CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. EG E EG / 2. ALL INTERIOR WALL &CEILING FINISHES SHALL BE INSTALLED TO CLASS III FLAME SPREAD. USrMRWAITING 3. 45 DEGREE BRACE WIRES & COMPRESSION STUDS ARE TO BE PROVIDED 11 ONLY IF REQUIRED BY LOCAL BUILDING DEPARTMENT. OPEN TO / 4. ALL SUSPENDED ACOUSTICAL CEILING TO COMPLY WITH CURRENT IBC CODE SECTION 803.9. IN ACCORDANCE WITH ASTM C 635 & ASTM C 636. +$ 0 ALIGN 'U `ALIGN ABOVE / 5. INSTALLATIONS MUST CONFORM TO CISCA RECOMMENDATIONS FOR AREAS IN SEISMIC ZONE 3-4. - " SEE A2.4 EQ. 7 _ C 7 C EQ. 6. POWDER ACTUATED FASTENERS ARE NOT ALLOWED FOR COMPONENT Lu / ANCHORAGE IN TENSION LOAD APPLICATIONS PER ASCE 7-02 SECTION 9.6.1.6.5. 5 7. ATTACH HANGER WIRES TO STRUCTURAL MEMBERS ABOVE WITH HILTI BRAND ALIGN "KWIK CON II CONCRETE ANCHORS Y4' DIA, EMBEDED 1" AND INSTALL PER C OC Ca MANUFACTURERS INSTRUCTIONS. 8. ALL SUSPENDED CEILINGS MUST BE INSTALLED IN ACCORDANCE WITH THE +8'-0" PRESCRIPTIVE PROVISIONS OF THE NORTHWEST WALL AND CEILING BUREAU J MEN / 401 FIELD TECHNICAL INFORMATION DOCUMENT. WOMEN112113__- - - - - - OI �°EQ4'-0 E2'-6 4-0"2'A - - � SUSPENDED CEILING DETAIL Q o C ALIGN c c, c / NTS � I I - - - -ACT START POINT I � •a 8" MAX. 44 4 3 A3.0 A3.0 MAIN RUNNERS `4 WALL MOLDING II CEILING FINISH LEGEND DESCRIPTION SYMBOL ACOUSTICAL CEILING TILES - 24"X24" FINISH TBD GYPSUM BOARD CEILING - PAINTED PAINT - COLOR TBD n U NATTP WALL M-1 WALL NOTES: 1. GRID MUST BE ATTACHED TO TWO ADJACENT WALLS & OPPOSITE WALLS MUST HAVE A 1/2" CLEARANCE. 2. ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. 3. MUST USE HEAVY-DUTY SYSTEM WITH PERIMETER SUPPORT WIRES AND LATERAL BRACING. 4. SEE "SUSPENDED CEILING DETAIL", NOTE #7 FOR ANCHOR BOLT INFORMATION. 5. ALL SUSPENDED CEILINGS MUST BE INSTALLED IN ACCORDANCE WITH THE PRESCRIPTIVE PROVISIONS OF THE NORTHWEST WALL AND CEILING BUREAU 401 FIELD TECHNICAL INFORMATION DOCUMENT. 2 SUSPENDED CEILING WALL DETAIL NTS 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail frank@3rkarchitecture.com 5823 REGISTERED MMITECT AN4JiL&9,E-M7AN AA OF WASHINGTON CONSULTANTS: w U W (3)Q >- Q U) Q z 0 3: (C) QC�p�p N I W JU Q Y) U) U U) (D < < 0 � C) 0- Z 0 0 0 (y) 7- 2 0 N fn 2 W FIRST FLOOR REFLECTED CEILING PLAN & DETAILS SCALE: AS NOTED ISSUE DATE: 1.31.19 REVISIONS.Al 04.24.19 PERMIT REVISIONS A07.11.19 OWNER REVISIONS L08.23.19 PERMIT REVISIONS 12.06.19 PERMIT REVISIONS 5 03.18.20 PERMIT REVISIONS PERMIT SET A2.2 LIGHTING SCHEDULE TYPE SYMBOL DESCRIPTION MANUFACTURER MODEL WATTS/FIXT LAMP REMARKS A1P INGROUND UPLIGHT (LED) LSI LIGHTING # XIG-LED-19-350-WW-UE-SP10-INGROUND 22 WATTS LED 22W 3500K B nF7 INTERIOR 6" RECESSED DOWNLIGHT (LED) LSI LIGHTING # LAD6-41-LED-40-75-TR6R-HZ-18' MH 45 WATTS LED 45W 4000K C nF7 INTERIOR 6" RECESSED DOWNLIGHT (LED) LSI LIGHTING # LAD6-13-LED-40-62-TR6R-HZ-9' MH 14 WATTS LED 14W 4000K D INTERIOR 6" RECESSED DOWNLIGHT (LED) LSI LIGHTING # LAD6-41-LED-40-75-TR6R-HZ-14" MH 45 WATTS LED 45W 4000K E4 LENSED STRIP DOWNLIGHT (LED) LSI LIGHTING # SDL-4-LED-SS-CW-9' MH 34 WATTS LED 34W 5000K WHITE FINISH SIDE LIGHT RECESSED LSI # SLI22-LED-HO-NW-UE-8' MH LED 34.6W G TROFFER (LED) LIGHTING USE FLANGE KIT FK22 HARD LID RECESSED 66CATIONS 34.6 WATTS 4000K WHITE FINISH G1 SIDE LIGHT RECESSED TROFFER (LED) LSI LIGHTING # SLI22-LED-SS-NW-UE-8' MH 29 WATTS LED 29W 4000K WHITE FINISH HIGH EFFICIENCY LENSED P12 - STATIC (LED) LSI LIGHTING # GA24-LED-SS-NW-UE-P12-FC1 8" MH 45 WATTS LED 45W 4000K WHITE FINISH K / i LINEAR HIGH BAY (LED) LSI LIGHTING # LHB1 1-LED-12L-S-50-14'MH 89 WATTS LED 89W 5000K WHITE FINISH P DECORATIVE PENDANT FIXTURE LSI LIGHTING TBD 24 WATTS 24W S EXTERIOR 6" RECESSED DOWNLIGHT (LED) LSI LIGHTING # LAD6-20-LED-30-52-TR6R-HZ- WITH LENS-14' 23 WATTS LED 23W 3000K EXTERIOR PARKING EATON - MCGRAW- GALLEON LED, GLEON 3 SQUARE = T AREA LIGHTING (POLE) EDISON 3 LIGHT SQUARES - # GLEON-AF- 191 WATTS LED 191W 5000K BLACK FINISH LIGHTING 03-LED-El-SL3-BK-7050 U EXISTING EXTERIOR WALL 315 WATTS MOUNTED DOWNLIGHT (LED) EXISTING EXTERIOR WALL V MOUNTED DOWNLIGHT 634 WATTS TWO HEADS (LED) W EXTERIOR WALL SCONCE EATON - LUMARK CROSSTOUR LED WALL PACK, XTOR 18 WATTS LED 18W 5000K BLACK FINISH DOWNLIGHT (LED) LIGHTING # XTOR2B-BK X EXIT EMERGENCY EXIT/LIGHTING LIGHOWG # LHQM LED R 4.3 WATTS LED WHITE FINISH 3 = 3 WAY CIRCUIT SWITCH TBD T = TIMER FOR EXTERIOR LIGHTS WHITE FINISH O = OCCUPANCY SENSOR CONTROL D = DIMMABLE PER WSEC SEC. C406.4 31 r 1 k architecture I design 1.31.20 2015 Washinatnn State Energv Code Compliance Farms for Commercial Buildinas including R2 R3_ R4 over 3 stories and all R1 Revised Nov 2017 Project Info Project Title: Doug's Hyundai Sales and Service Date 3/18/2018 Compliance Applicant Information. Provide contact information for individual who can For Building Department Use forms do not respond to inquiries about compliance form information provided. require a password to Company Name: 3 r k architecture Company Address: 265 Winslow Way East, Bainbridge Island, WA 98110 use. Instructional and Applicant Name: Frank Karreman calculating cells are write - protected. Applicant Phone: (206) 842-1253 Applicant Email: frank@3rkarchitecture.com Project Description ❑ New Building ❑� Addition ❑✓ Alteration ❑ No Lighting Scope Include PROJ-SUM form (included in envelope forms workbook) with lighting compliance forms. Interior Lighting System General area lighting includes LED recessed downlights in sales area. LED recessed Description downlights in smaller rooms. No changes to existing service and storeroom area lighting. ❑� Interior Lighting Plans Included Interior Lighting Power ❑ Building Area Method 0 Space -by -space Method Allowance Method Select method used in project. Interior Lighting Controls ❑� All C405.2.1 - C405.2.8 Lighting Controls ❑ C405.2 Exception 5 Luminaire Level Lighting Controls (LLLC) ❑ Additional Efficiency Package Option C406.4 Enhanced Digital Lighting Controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Permanently installed interior lighting fixtures in dwelling units comply with: 0 No Dwelling Lighting 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA Units 0 C406.3 High Efficacy Lighting 0 R404.1 Residential High Efficacy Lighting. Dwelling unit lighting complies with WSEC Residential provisions in lieu of WSEC Commercial provisions. Exterior Lighting System New general parking area lighting, canoply recessed downlights and existing wall Description sconce downlights on building. 0 Exterior Lighting Plans Included Building Additions Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable ❑ ❑ provisions as a stand alone new construction project Refer to Section C502.2.6 for additional Lighting systems in addition are combined with existing ❑ requirements. building lighting systems to demonstrate compliance Addition is combined with existing: For interior lighting projects, include new + existing -to -remain interior lighting fixture wattage in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. For exterior lighting projects, include new + existing -to -remain exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG-EXT form. 2015 Washinaton State Enerav Code ComDliance Forms for Commercial Buildinas includina R2. R3. R4 over 3 stories and all R1 Revised Nov 2017 Project Title: Doug's Hyundai Sales and Service Date 3/18/2018 Exterior Lighting Zone 0 Zone 1 0 Zone 2 * Zone 3 0 Zone 4 Exterior Lighting Zone selection required to enable LTG-EXT form. Zones are defined in Table C405.5.2(1) and specified by the jurisdiction. For Building Department Use Calculation Area 0 New construction 0 Addition - stand alone 0 Addition + existing 0 Alteration with < 50% O Alteration with >- 50% ext. ext. wattage replaced wattage replaced User Note Building Grounds Applies to individual luminaires > 100 Watts ❑ Efficacy> 80 lumens/watt ❑ Exemption ❑ Controlled by motion sensor Tradable Maximum Allowed Lighting Wattage NOTE' Base Site Allowance: 750 Tradable Surfaces Surface Description Area (ft), perimeter (If) or # of items Allowed Watts per ft2 or per If Allowed Watts x ft2 (or x If) NOTE 2 Main Entry Door 6 30W/LF door 180 Other Entry Door 82 20W/LF door 1640 Uncovered Parking and drives 28851 0.08 W/ft2 2308 Sales Canopies 1520 1 0.8 W/ft2 1216 Total Allowed Tradable + Site Allowance Watts: 6095 Tradable Proposed Lighting Wattage "" - Tradable Surface Fixture Description NOTE 4, 5 Number of Fixtures Watts per Fixture NOTE 6 Watts Proposed Main Entry Door Type S - Recessed downlight 2 23 46 Other Entry Door Type W - Wall sconce downlight 5 18 90 Uncovered Parking and drives Type T - Parking area pole light - 3 light squares 2 382 764 Uncovered Parking and drives Type U - Parking area wall mtd - 1 light squares 5 315 15,75 Uncovered Parking and drives Type V - Parking area wall mtd - 2 light squares 2 634 1268 Sales Canopies Type S - Recessed downlight 25 23 575 Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: 4318 watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non -tradable categories. Non -Tradable Maximum Allowed Lighting Wattage " " 1 Site Allowance Remaining: 750 Non -Tradable Surfaces Surface Description Area (ft), perimeter (If) or # of items Allowed Watts per ft2, If or item Allowed Watts x ft2 (or x If) NOTE 2 Non=Tradable Proposed Lighting Wattage'"""'°' Non -Tradable Surface Fixture Description NOTE 41 5 Number of Fixtures Watts per Fixture NOTE 6 Watts Proposed Non -tradable proposed watts may not exceed allowed watts for any individual Non -Tradable Watts Exceeding LPA: 0 surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Remaining Site Allowance: 750 Exterior Lighting COMPLIES WITH MAX. ALLOWANCE Note 1 - List all exterior surfaces per Table C405.5.2(2) that occur in the project scope. Select exterior surface categories from drop down menu. Note 2 - Unlit Message - Enter lighting fixture information for this surface in Proposed Lighting Wattage table to generate Lighting Power Allowance. Note 3 - List all proposed lighting fixtures including existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type, number of lamps in the fixture, and ballast type (if applicable). Note 5 - Existing -to -remain fixtures shall be included in the Tradable and Non -Tradable Proposed Lighting Wattage tables in the same manner as new fixtures. Identify as existing in fixture description. Note 6 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw -in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low vnitarrp liahtinrr antar the wattarrp of the tran.cfnrmar 2015 Washington State Enerqv Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Project Title: Doug's Hyundai Sales and Service Date 3/18/2018 Change of Space Use ❑ Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. Interior and Exterior Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced 0 ❑ 0 Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope Less than 50% of existing are replaced ❑ ❑ 0 of the retrofit project. If project includes a Lamp and/or ballast replacement only - ❑ ❑ ❑ combination of spaces where less than 50% of the existing fixtures are replaced existing total wattage not increased in some spaces, and 50% or more of the 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total fixtures are replaced in others, then LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed provide separate lighting power Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. compliance forms for the two retrofit conditions. Spaces undergoing the same Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the type of retrofit may be combined into one total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting lighting power compliance form. Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total Refer to Section C503.6 for additional installed wattage for exterior luminaires. requirements. Lighting Controls Interior lighting Parking garage Exterior lighting All alteration lighting controls shall be New wiring installed to serve added commissioned per C408.3. fixtures and/or fixtures relocated to new ❑� ❑ ❑� circuit(s) New or moved lighting panel ❑� ❑ ❑ Interior space is reconfigured - ❑ luminaires unchanged or relocated only New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2. 1, daylight responsive controls per C405.2.4 and application specific lighting ❑ No changes are being made to controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. the interior or exterior lighting New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic systems and existing space time switch controls per C405.2.2. uses and configuration are not Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. changed. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. 2015 Washinaton State Enerav Code ComDliance Forms for Commercial Buildinas includina R2. R3. R4 over 3 stories and all R1 Revised Nov 2017 Project Title: Doug's Hyundai Sales and Service Date 3/18/2018 Calculation NOTE 9 Area 0 New Construction 0 Addition - stand alone 0 Spaces where < 50% of 0 Spaces where >- 50% of luminaires are replaced luminaires are replaced O Addition + existing 0 Spaces where the Use is changing (C505) For Building Department Use LPA Calculation Type Standard 0 Additional Efficiency Package Option C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. User Note Maximum Allowed Lighting Wattage NOTE, Location (plan #, room #) Space Type Ceiling Height NOTE 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) Plan A2.2 Vehicular maintenance 1910 0 .540 1031 Plan A2.2 Storage room 96 0.500 48 Plan A2.2 Restroom: all other 415 0. 780 324 Plan A2.2 Seating area, general 922 0.430 396 Plan A2.2 Office: Enclosed 757 0.890 674 Plan A2.2 Office: Open plan 435 0.780 339 Plan A2.2 Stairwell 39 0.550 21 Plan A2.2 Sales area 2211 1.270 2808 Plan A2.2 & A2.4 Lounge/breakroom: all other 293 0.580 170 Plan A2.4 Restroom: all other 86 0.780 67 Plan A2.4 Storage room 724 0.500 362 Plan A2.4 Office: Enclosed 435 0.890 387 Plan A2.4 Office: Open plan 959 0.780 748 Plan A2.2 Office: Open plan 1 14 1 391 1 0 .858 1 335 Plan A2.2 Office: Open plan 18 759 0 . 920 699 Plan A2.4 Stairwell 54 0.550 30 Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAY NOTE 6� Total Area 10486 Retail Display Allowance from LTG-INT-DISPLAY Allowed Watts 8440 Proposed Lighting Wattage Wit i Location (plan #, room #) Fixture Description NOTE 4, 5, 6 Number of Fixtures Watts/ Fixture NOTE 7 Watts Proposed A2.4 Service Rec. TYPE K - SURFACE MOUNTED DOWNLIGHT (LED) 8 89 712 A2.2 Spec. Tools TYPE E4 - SURFACE MOUNTED DOWNLIGHT (LED) 1 34 34 A2.2 Cust Restrm TYPE C - RECESSED DOWNLIGHT (LED) 10 14 140 A2.2 Custmr. Wait. TYPE C - RECESSED DOWNLIGHT (LED) 5 14 70 A2.2 Custmr. Wait. TYPE G - RECESSED 2x2 TROFFER (LED) 11 35 381 A2.2 Break Room TYPE E4 - SURFACE MOUNTED DOWNLIGHT (LED) 2 34 68 A2.2 Parts Mangr TYPE E4 - SURFACE MOUNTED DOWNLIGHT (LED) 1 34 34 A2.2 Offices TYPE G - RECESSED 2x2 TROFFER (LED) 8 35 277 A2.2 Offices TYPE G1 - RECESSED 2x2 TROFFER (LED) 18 29 522 A2.2 Showroom TYPE A - INGROUND UPLIGHT (LED) 4 22 88 A2.4 Showroom TYPE B - RECESSED DOWNLIGHT (LED) 39 45 1755 A2.4 Showroom TYPE D - RECESSED DOWNLIGHT (LED) 20 45 900 A2.4 Break Room TYPE J - RECESSED 2x4 TROFFER (LED) 4 45 180 A2.4 Restroom TYPE C - RECESSED DOWNLIGHT (LED) 2 14 28 A2.4 Storage TYPE E4 - SURFACE MOUNTED DOWNLIGHT (LED) 6 34 204 A2.4 Offices TYPE G - RECESSED 2x2 TROFFER (LED) 29 35 1003 A2.4 Offices TYPE G1 - RECESSED 2x2 TROFFER (LED) 4 1 29 116 A2.2 Tech Restrm TYPE E4 - SURFACE MOUNTED DOWNLIGHT (LED) 4 1 34 136 A2.2 Service Adv TYPE G - RECESSED 2x2 TROFFER (LED) 5 1 35 175 A2.2 Sery & Hall TYPE C - RECESSED DOWNLIGHT (LED) 13 1 14 182 Proposed Retail Display Lighting from LTG -I NT-DIS PLAY. Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Wattsl 7005 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw -in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage tracklbusway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Enter all proposed lobby art/exhibit display fixtures in L TG-INT-DISPLA Y form only. 3 1 r I karchitecture I design 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail Fronk@3rkorchi tec ture.conn 5823 REGISTERED ,9nHIT ECT 110112MI110 nNe k, CONSULTANTS: U) (D 0 0 0 Z v W J VJ 1 LJ ILL CU I..L M� C' J 7- N N LIGHTING SCHEDULE & ENERGY FORMS I i U) 0 Z O W SCALE: NO SCALE ISSUE DATE: 1.31.19 REVISIONS: Z� 04.24.19 PERMIT REVISIONS 07.11.19 OWNER REVISIONS 08.23.19 PERMIT REVISIONS /4\ 12.06.19 PERMIT REVISIONS A03.18.20 PERMIT REVISIONS PERMIT SET A2.2. 1 v------------- 0 -------------- 0-------------- 0 -------------- n 0 -------------- 2 4 3 A3.0 A3.0 A3.0 O 4 O O I A4.0 I I I N SECOND FLOOR PLAN SCALE: 1/8"=1'-0" 3408 SF 0 2 4 8 16 31 r 1 k architecture I design 3..31.20 WALL LEGEND NEW WALL EXISTING WALL rel RAIN LEADERS / FROM ROOF / ABOVE IN COLUMN 3 1 r I karchitecture I design 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail fronk03rkorchitecture.com 5823 REGISTERED AnHIT ECT 11110112MI]MIN1.11 nNe CONSULTANTS: w U Q W rn >- Q U) Q Z 0 3� CO QC�p�p N I W JU) Q < U) LL U U) (D < < ` � 0 0- z 0 0 0 CY) 7- 7-> M N r) 2 W SECOND FLOOR PLAN SCALE: 1/8"=1'-0" ISSUE DATE: 1.31.19 04 2 5/8" STEEL STUD #�4 REVISIONS - Al 04.24.19 CHASE WALL PERMIT REVISIONS 8" STEEL STUD 05 FURRED WALL #5 A07.11.19 A4 0 AND SUPPORTING WALL OWNER REVISIONS IN ACCORDANCE WITH IBC CODE SECTION 705.11.1 5A 1 HOUR SHAFT WALL #5A 2 FOR HGT. AND FIRE RATING 3 08.23.19 A3.0 O EXTERIOR WALL WITH AIR GAP #6 PERMIT REVISIONS 06 AND R-15 BATT INSULATION Al2.06.19 07 EXISTING WALL WITH #7 PERMIT REVISIONS LAMINATED GWB EXISTING WALL TO REMAIN, A03.18.20 08 PATCH AS REQUIRED PERMIT REVISIONS PERMIT SET A2.3 /27_� A3.0 O � O I I $ r 4 3 A3.0 T3. TYP @ WALL 6� TYP @ GRID 3 r k architecture design 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 R O J ---------- 2---------------------------- ------ - Bo --moo Bo -- -ao ---�Q Bo - b _ telephone J $ -O J Be i 206 842 1253 O - - - 1 A3.0 0 ----------------- n v----------------- CONT. SCREEN VENT TYPICAL, SEE 3/A3.2 0 --------------------------------------------------------------------------- SECOND FLOOR REFLECTED CEILING PLAN SCALE: 1 /8"=1'-0" REFLECTED CEILING PLAN NOTES 1. SEE A2.2.1 FOR LIGHTING FIXTURE SCHEDULE AND LIGHTING SUMMARY 2. CEILING HEIGHT TO BE 8'-0" UNO 0 31 r 1 k architecture I design 1.31.20 *DEFERRED SUBMITTALS* 0 2 4 8 16 PROVIDE GRAVITY AND LATERAL DESIGN AND DETAILS FOR ALL CEILINGS, SOFFITS, AND CEILING ELEMENTS. ARCHITECT AND ENGINEER TO REVIEW BEFORE SUBMITTAL TO BUILDING DEPARTMENT. SUBMITTALS MUST COMPLY WITH TECHNICAL DOCUMENT 401 BY NORTHWEST WALL & CEILING BUREAU. LOWER SOFFIT SEE 5/A3.1 PAINT P-1 CEILING FINISH LEGEND DESCRIPTION SYMBOL ACOUSTICAL CEILING TILES - 24"X24" FINISH TBD GYPSUM BOARD CEILING - PAINTED PAINT - COLOR TBD ACM PANEL CEILING CONT. SCREEN VENT TYPICAL, SEE 2/A3.1 PLASTER CEILING TYPICAL SEE 2/A3. PAINT P-1 VERTICAL COMPRESSION STRUT 2" MAX FROM BRACING WIRES TO CROSS TEES 12 GA HANGER WIRE BRACES @ 4'-0" OC TO BE ATTACHED @ MAX OF 45 DEGREES, MIN OF 3 FULL TURNS IN 3" @ BOTH SIDES OF ALL BRACING WIRE, TYPICAL MAIN RUNNER @ 4'-0" OC OR 2'-0" OC AS SHOWN CROSS TEE @ 2'-0" OC NOTES: 1. ALL 24"X48" CEILING LIGHT FIXTURES & 24"X24" HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MINIMUM OF (2) HANGERS @ OPPOSITE CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. 2. ALL INTERIOR WALL &CEILING FINISHES SHALL BE INSTALLED TO CLASS III FLAME SPREAD. 3. 45 DEGREE BRACE WIRES & COMPRESSION STUDS ARE TO BE PROVIDED ONLY IF REQUIRED BY LOCAL BUILDING DEPARTMENT. 4. ALL SUSPENDED ACOUSTICAL CEILING TO COMPLY WITH CURRENT IBC CODE SECTION 803.9. IN ACCORDANCE WITH ASTM C 635 & ASTM C 636. 5. INSTALLATIONS MUST CONFORM TO CISCA RECOMMENDATIONS FOR AREAS IN SEISMIC ZONE 3-4. 6. POWDER ACTUATED FASTENERS ARE NOT ALLOWED FOR COMPONENT ANCHORAGE IN TENSION LOAD APPLICATIONS PER ASCE 7-02 SECTION 9.6.1.6.5. 7. ATTACH HANGER WIRES TO STRUCTURAL MEMBERS ABOVE WITH HILTI BRAND "KWIK CON II CONCRETE ANCHORS Y4" DIA, EMBEDED 1" AND INSTALL PER MANUFACTURERS INSTRUCTIONS. 8. ALL SUSPENDED CEILINGS MUST BE INSTALLED IN ACCORDANCE WITH THE PRESCRIPTIVE PROVISIONS OF THE NORTHWEST WALL AND CEILING BUREAU 401 FIELD TECHNICAL INFORMATION DOCUMENT. SUSPENDED CEILING DETAIL NTS UNATTACHED WALL ATTAf'%Ur! M MAIN RUNNERS NOTES: 1. GRID MUST BE ATTACHED TO TWO ADJACENT WALLS & OPPOSITE WALLS MUST HAVE A 1/2" CLEARANCE. 2. ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. 3. MUST USE HEAVY-DUTY SYSTEM WITH PERIMETER SUPPORT WIRES AND LATERAL BRACING. 4. SEE "SUSPENDED CEILING DETAIL", NOTE #7 FOR ANCHOR BOLT INFORMATION. 5. ALL SUSPENDED CEILINGS MUST BE INSTALLED IN ACCORDANCE WITH THE PRESCRIPTIVE PROVISIONS OF THE NORTHWEST WALL AND CEILING BUREAU 401 FIELD TECHNICAL INFORMATION DOCUMENT. Z SUSPENDED CEILING WALL DETAIL NTS e-mail Fronk@3rkorchitecture.com 5823 REGISTERED AnHIT ECT CONSULTANTS: w U Q W rn >- Q U) Q Z 0 3� CO QC�p�p N I W JY) Q U) U U) (D < < '") � 0 0- z 0 0 0 (y) 0 N 2 W SECOND FLOOR REFLECTED CEILING PLAN & DETAILS SCALE: AS NOTED ISSUE DATE: 1.31.19 REVISIONS.Al 04.24.19 PERMIT REVISIONS A07.11.19 OWNER REVISIONS 08.23.19 PERMIT REVISIONS 12.06.19 PERMIT REVISIONS 03.18.20 PERMIT REVISIONS PERMIT SET A2.4 O 1 A3.0 3 A4.0 ( D6 - - - - - - - O 2 4 3 A3.0 A3.0 A3.0 DRAINLINE, A B 4 C TIE INTO EXIST. D E F G EXISTING A4.0 STORM WATER / METAL ROOF NEW PARAPET RETENTION WATERPROOF WALL SYSTEM, TYPIC L MEMBRANE ROOF � AT NEW ADDITION EX'TNG. PARAPET r WALL BELOW I DRA NFLOW I I I --FACE OF PARAPET EXISTING 3 I r I karchitecture I design Ir UNL r TIIEEINTO EXIST. EX'TNG. PARAPET NEW PARAPET „ WALL BELOW WALL STORM WATER / RETENTION METAL ROOF w 0- WATERPROOF SYSTEM, TYPICAL AT EXISTING 0 1 OVERFLOW MEMBRANE ROOF ROOF CRICKET U DRAIN- SIZE PER UPC TABLE 1101.12.1 AT NEW ADDITION WITH MEMBRANE, M E C H CURB DETAIL a. SEE DET 1/A2.5 TYPICAL N ROOF PLAN SCALE: 1 /8"=1'-0" WATERPROOF MEMBRANE ROOF AT NEW ADDITION CONCEALED DRAINLINE, TIE INTO EXIST. — STORM WATER RETENTION SYSTEM. TYPICAL WITH RIGID FOAM' INSULATION TESTED PER ASTM E108 0 2 4 8 16 OR UL 790 PROVIDE SECONDARY ROOF DRAINAGE IN ACCORDANCE WITH UPC 1101.12 RQOF DRAINLINES SIZE SECONDARY DRAINAGE SYSTEM PROVIDE SEPARATE PER UPC TABLE 1101.12.1 BASED ON OVERFLOW DRAINLINE RAINFALL RATE FOR WHICH PRIMARY ROOF DRAIN DETAIL. DRAINAGE SYSTEM IS DESIGNED 1 SCALE: 1 1/2"=1'-0" 31 r 1 k architecture I design 1 . 3 1 . 2 0 -LAMP PIPE THRU ROOF DET SCALE: 1 1/2"=1'-0" 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail frank@ark or chi tecture.com 5823 REGISTERED MMITECT AN�AN AA OF WASHINGTON CONSULTANTS: w U Q wrn >- Q cn Q Z 0 3� (.C) QCDp�p N Q � U)UU) LL � C)0 0 0 (y) 0 N 2 W ROOF PLAN SCALE: 1/8"=1'-0" ISSUE DATE: 1.31.19 REVISIONS: � 04.24.19 PERMIT REVISIONS /2\ 07.11.19 OWNER REVISIONS 08.23.19 PERMIT REVISIONS /4\,\ 12.06.19 PERMIT REVISIONS Z L5 03.18.20 PERMIT REVISIONS PERMIT SET A2.5 A 3 A3.2 ....... I........... 372.82' PARAPET 370.85' T.O.S. I I 1 NEW SERVICE RECEPTION 355.03' SLAB VAKI LJ SERVICE BAYS BUILDING SECTION A SCALE: 1/8"=1'-0" LONG SECTION 4 � Y A3.2 ............ I I ----------- NEW ADD'L PARTS STORAGE D. � I1 N SERV CE CUSTMR I ADVIS RS\ WAITING ...................' BUILDING SECTION B SCALE: 1 /8"=1'-0" IIVVLIIVLV VVLVIVIIVV SEE STRUCTURAL BUILDING SECTION C SCALE: 1 /8"=1'-0" 0 31 r 1 k architecture design 1.31.20 5 EXISTING PARTS STORAGE EXISTING PARTS STORAGE O O O O I I I 1 3 I A3.1 ...... ----- A3.1 ............. ------------------------ - -------------------------- - 2 --- --- - - - - - - - - - -_ ' eA3.1 b _ 00 OPEN I I OFFICE I I 00 NEW SHOWROOM STAIR HALL HAL( �' I i� I I ' II — — — —-— - — - — -— ................... A A A I I PARTS (FIRE STORAGE SPRK. A5 Q9.1 380.82' PARAPET 375.86' BOTTOM OF DECK 355.03' SLAB GRADE VARIES INSULATION SCHEDULE COMPONENT PERFORMANCE PER 2015 WSEC COMMERCIAL PROVISIONS- SEE SHEET A0.2 ROOF: R-54.31 TOTAL CALCULATED INSULATION WALL (METAL, OPAQUE): R-21 SLAB ON GRADE (EXISTING): NO INSULATION SLAB ON GRADE (ADDITION): R-10 - Z HORIZONTAL VERTICAL GLAZING (FIXED): U=0.38 SHGC=.40 VERTICAL GLAZING (ENTRANCES): U=0.60 SHGC=.40 VERTICAL GLAZING (CAR DOORS): U=0.60 SHGC=.40 N 380.82' PARAPET 375.86' BOTTOM OF DECK 355.03' jk FINISH FLOOR GRADE VARIES ------------------------ OUTER ACM PARAPET CAP INSTALLED BY AGI 8" STEEL STUD FRAMING AT OUTER ACM PARAPET FASCIA PANEL SEE STRUCT'L INSTALLED BY AGI BASE ACM CLASS A ROOF ASSEMBLY PANEL OVER UL 790 OR ASTM E108 TESTED RAINSCREEN -TPO ROOF MEMBRANE INSTALLED BY AGI -RIGID FOAM INSULATION -COVER BOARD 3/4" EXT. SEE A0.1 FOR MORE SHEATHING INFORMATION ROOF SHEATHING TOP OF EXISTING AND VAPOR TILT UP CONCRETE BARRIER WALL BEYOND (FIELD VERIFY) 12 1/4"� EX'TG. TILT UP CONC. WALL-SEYON-D STEEL ANCHOR PLATE AT CONC. WALL SEE STRUCT'L WALL SECTION NEW STEEL BEAM SEE STRUCT'L SCALE: 3/4"=1'-0" PARAPET AT CONC. WALL 3 r karchitecture I design OPP. SIM A3.0 l�� J l�J 1 NEW ROOF l�3 J lYl J 5 A3.2 ACCESS THR SIM 380.82' U {....., A3.0 - - - --- --- --- --- --- --- - - - - - - - - --- --- PARAPET -�-- --- --- --- --- --- --- --- - - PARAPET 37� - — — — — — — — — — -- — — — — — — — — — — — -- --- --- -- -- — — — — — ---I--- — BOTTOM OF DECK Tt LP 355.03' SLAB VARIES NEW SHOWROOM CUST. WAIT'G BUILDING SECTION D SCALE: 1/8"=1'-0" ' ..... I � CUST. STAIR WAIT'G. ' •--- --- OFFICE WINDOWS % 2 HD'SILL' A5.1 3 HEAo A5.1 SILL o 1 100 TY JAMB A5.1 I LE MG 0 1 2 4 8 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail frankLa3rkorchitecture.com 5823 REGISTERED &nHITECT AN�AN AA OF WASHINGTON CONSULTANTS: w U Q w� rn Q cn Q Z (10 QC�pC:)p N Q � cnUcn LL � 00 0 0 (y) 7—> M N 2 W BUILDING SECTIONS SCALE: AS NOTED ISSUE DATE: 1.31.19 REVISIONS: 04.24.19 PERMIT REVISIONS 07.11.19 OWNER REVISIONS 08.23.19 PERMIT REVISIONS Al2.06.19 PERMIT REVISIONS A03.18.20 PERMIT REVISIONS PERMIT SET A3.0 METALPARAPET 3/4" PLYWOOD SUBSTRATE STUCCO WALL AT WEST SIDE OF PARAPET 8" STEEL STUD OUTER ACM FRAMING AT PARAPET CAP PARAPET INSTALLED SEE STRUCT'L BY AGI CLASS A ROOF ASSEMBLY UL 790 OR ASTM E108 TESTED 8" STEEL STUD -TPO ROOF MEMBRANE FRAMING AT -RIGID FOAM INSULATION PARAPET -COVER BOARD SEE A0.1 FOR MORE STEEL BEAM TOP OF EXISTING INFORMATION SEE STRUCT'L TILT UP CONCRETE PROTECTION SHEATHING WALL BEYOND BOARD AND RIGID AND VAPOR FIELD VERIFY INSULATION ( ) VAPOR BARRIER � � � ��,�� I FLASHING AT WALL TO ROOF TOP OF JOIST BOTTOM OF DECK LL j EXISTING NEW STEEL STEEL ROOF BEAM SEE TRUCT' STL. I T GA. EXISTING Y2' 3" FRAM G X— STEEL Z-PURLIN IF BEAM A E EX'TG. TILT UP CONC. SEE STRU 'L WALL BEYOND SET TL. BEAM 1/4" FROM EXT'G. NEW STEEL OPEN STEEL STUD EXISTING TILT P WALL FRAMING STEEL BEAM I WEB JOISTS- SEE STRUCTURAL MTL BRACE EX'TG. STEEL SEE STRUCT'L COLUMN AT BEAMS i NEWTS CONNECTS LINE OF ACT CEILING ACT CEILING BEAM TO SEE RCP COLUMN -SEE STRUCT'L I I I EXISTING - CONCRETE SLAB 0 F_ INTERIOR WINDOW FRAME AND GLAZING HEAD 2 SILL A5.1 I NEW WALL SEE PLAN ------------------------------- EXISTING FLOOR STRUCTURE I HEAD 3 i A5.1 SILL 3 I A5.1 NEW CONCRETE SLAB COMPACTED GRAVEL S! ,• p' v D v D v °D o °D v °o • °D o p' v WALL SECTION SCALE: 3/4"=1'-O" AT EXISTING BEAM INTERIOR 4 A5.1 HSS TUBE HORZ. STL. SEE STRUCT'L INTERIOR ACM PANEL INSTALLED BY AGI NEW STEEL OPEN WEB JOISTS- SEE STRUCTURAL 3/4" SHEATHING WITH VAPOR BARRIER AND BATT INSULATION SKIM COAT PLASTER OVER WATER RESISTANT 5/8" GWB CONT. SLOTTED ALUM VENT- MOUNT FLUSH TO PLASTER CURTAIN WALL WINDOW HEAD EXTERIOR CURTAIN WALL FINTERMED. HORZ MULLION 1'-8" i irim dpwlll� • MEMO i e Rollo 1071t, 01701m!, Iffi-alm, -2 f-140110, 0 31 r 1 k architecture I design 1.31.20 3/4" SHEATHING OVER LIGHT GA FRAMING TYP. OUTER ACM FASCIA PANEL INSTALLED BY AGI BASE ACM PANEL OVER RAINSCREEN INSTALLED BY AGI VAPOR BARRI R AND WATERP OO MEMBRANE OUTER ACM PARAPET CAP INSTALLED BY AGI STEEL STUD FRAMING SEE STRUCT. OUTER ACM FASCIA PANEL OUTER ACM INSTALLED BY AGI FASCIA PANELco o 0 INSTALLED BASE ACM BY AGI PANEL OVER RAINSCREEN INSTALLED BY AGI .......................... ------------------------------- -----------—-—-—-—-—-—-—-—-— - — - — -—-—-— - — - — -— FLASHING AND COUNTER FLASHING AT MEMBRANEAND COPING 8" STEEL STUD FRAMING AT CLASS A ROOF ASSEMBLY PARAPET UL 790 OR ASTM E108 TESTED SEE STRUCT'L 12" 1/4" BASE ACM 3/4" EA ING PANEL OVER VAPOR BARRIER WI V OR RAINSCREEN OVER 3/4" EXT. AR R AND STL. LIGHT INSTALLED: SHEATHING B INSULATION FRAMING BOX BY AGI `° BEAM AT HEAD STEEL JOIST �' N STEEL BEAM CONTINUOUS SEE STRUCT'L EXTENSION SEE STRUCT'L EXTRUDED SEE STRUCT'L SOFFIT VENT MTL BRACE MTL BRACE 5 SEE STRUCT'L co SEE STRUCT'L m A5.1 3 Y4" CONT. SLOTTED ALUM VENT- MOUNT FLUSH TO PLASTER RAIN SCREEN ' WEEP- BY OTHERS 1 WALL SECTION SCALE: 3/4"=1'-O" @ STOREFRONT/ SOFFIT SCALE: 3/4"=1'-O" SOFFIT OVERHANG INSULATION SCHEDULE COMPONENT PERFORMANCE PER 2015 WSEC COMMERCIAL PROVISIONS- SEE SHEET A0.2 ROOF: R-54.31 TOTAL CALCULATED INSULATION WALL (METAL, OPAQUE): R-21 SLAB ON GRADE (EXISTING): NO INSULATION SLAB ON GRADE (ADDITION): R-10 - 2' HORIZONTAL VERTICAL GLAZING (FIXED): U=0.38 SHGC=.40 VERTICAL GLAZING (ENTRANCES): U=0.60 SHGC=.40 VERTICAL GLAZING (CAR DOORS): U=0.60 SHGC=.40 0 1 2 4 SKIM COAT% L SUSPENDED PLASTER OVER CEILING GRID WATER RESISTANT ....... AND ACOUSTIC 5/8" GWB CEILING PANEL CURTAIN WALL ' WINDOW HEAD CURTAIN WALL- INTERMED. HORZ MULLION EXTERIOR III I INTERIOR -TPO ROOF MEMBRANE -RIGID FOAM INSULATION -COVER BOARD SEE A0.1 FOR MORE INFORMATION ROOF AND OVERFLOW SHEATHING DRAINS- SEE DET 1/A2.5 AND VAPOR BARRIER 6" S EL TUD FRAMI A - WALL SE STRUCT'L STE L BEAM SEE TRUCT'L STE L SPLAT AT OLUMN C SE STRUCT' I 5.1 ACM PANFL (BY AGI) OVER PA NTED 2X2 SUSPEN ED CEILING GRID AN ACOUSTIC PANEL INTERIOR RE E SED C NC STEEL DE K AND ANGLE-' SEE STRU&'L,' SKIM COAT PLASTER OVER WATER RESISTANT 5/8" GWB CURTAIN WALL WINDOW HEAD CURTAIN WALL INTERMED. HORZ MULLION EXTERIOR -v --------- 1 A2.5 31iol karchitecture design OUTER ACM PARAPET CAP 265 Winslow Way East INSTALLED BY AGI Suite 202D 0 Bainbridge Island OUTER ACM FASCIA PANEL Washington 98110 INSTALLED BY AGI telephone 206 842 1253 BASE ACM PANEL OVER RAINSCREEN --NSTAL- E -e—mall frank@3rkorchitecture.com CD VAPOR BARRIER OVER 3/4" EXT. N SHEATHING 5823 STEEL BEAM REGISTERED SEE STRUCT'L H I T E C T AN I STA OF WASHINGTON i1Qi]Y 2Y2, OUTER ACM SOFFIT RETURN PANEL INSTALLED BY AGI CONTINUOUS EXTRUDED SOFFIT VENT I I I I I SL B- SEE PL N I CURTAIN WALL 5 I S EL ASEPL TE I 6 MULLION AT SILL A5.1 S E STRUCT'L A5.1 COMPACTED RIGID INSULATION CURTAIN WALL GRAVEL AT SLAB EDGE MULLION AT SILL v a ° v v v ° • . v a • D� ° D o ° D v ° D� v v ° D °. v a • ' � . D- � v ° D v V. o , ° °D °D v v v a v v° o v � D v °D D o v v D v . v SCALE: 3/4"=1'-O" HIGH STOREFRONT SCALE: 3/4"=1'-0" LOW STOREFRONT CONSULTANTS: Q wrn >— Q cn Q Z QCDp�p N Q � U)Uc� (D < < � �0 0 0 N 2 W WALL SECTIONS SCALE: 3/4"=1'-0" ISSUE DATE: 1.31.19 REVISIONS: Z\ 04.24.19 PERMIT REVISIONS 07.11.19 OWNER REVISIONS Z� 08.23.19 PERMIT REVISIONS 4 12.06.19 PERMIT REVISIONS Z�03.18.20 PERMIT REVISIONS PERMIT SET A3. 1 CLASS A ROOF ASSEMBLY UL 790 OR ASTM E108 TESTED -TPO ROOF MEMBRANE o lf' In CnAft A IA101 II ATI nAI INFILL CONC. SLAB- SEE PLA STEEL BASEPLATE SEE STRUCT'L—\ CONC. FOUNDATION SEE STRUCT'L--\ �I I- 1 1 � 1 1 1.1 •1 • • � 1 11 � 1 010 4-11,1111. 1� •.• 1. WALL SECTION SCALE: 3/4"=1'-0" AT CEILING TRANSITION 0 31 r 1 k architecture I design 1 . 3 1 . 2 0 INSULATION SCHEDULE COMPONENT PERFORMANCE PER 2015 WSEC COMMERCIAL PROVISIONS- SEE SHEET A0.2 ROOF: R-54.31 TOTAL CALCULATED INSULATION WALL (METAL, OPAQUE): R-21 SLAB ON GRADE (EXISTING): NO INSULATION SLAB ON GRADE (ADDITION): R-10 - 2' HORIZONTAL VERTICAL GLAZING (FIXED): U=0.38 SHGC=.40 VERTICAL GLAZING (ENTRANCES): U=0.60 SHGC=.40 VERTICAL GLAZING (CAR DOORS): U=0.60 SHGC=.40 0 1 2 4 NOT USED WALL SECTION SCALE: 3/4"=1'-0" @ CANTILEVER SOFFIT 1 HR RATED PARAPET WALL- SEE 1/A2.1.1 SIM ------- a!SIEE _STUD-ERAMI&GAT_------------- OUTER ACM PARAPET CAP INSTALLED BY AGI N N OUTER ACM --" FASCIA PANEL INSTALLED BY AGI BASE ACM PANEL OVER RAINSCREEN INSTALLED BY AGI VAPOR BARRIER OVER GYPSUM SHEATHING — STEEL TUBE — SEE STRUCT'L EXTERIOR PTD. STUCCO FINISH OVER GYPSUM SHEATHING — SEE 1/A2.1.1 ALUM WINDOW WITH HEAD — FLASHING TYP. ALUM. WINDOW MULLION AT SILL I CONC. STEM p WALL AND o ° o FOUNDATION o o' SEE STRUCT'L •. ----------------- p D v v.°o. ° D O ap• • °D D v• D v° O. • °D ° p' v • p p D v v -� WALL SECTION SCALE: 3/4"=1'-0" WATERPROOF ROOF MEMBRANE OVER 1/2" SHEATHING AND MTL. DECK 12 1/4"F— STEEL JOIST SEE STRUCT'L STEEL BE SEE STRU T'L STEEL TU SEE STRU T'L HORZ. STEEL JOIST HANG FRO-V DECK CONTINUOUS EXTRUDED SOFFIT VENT 5/8" PAINTED GWB TYP. AT CEILING 6 5.1 1 HR RATED WALL SEE 1/A2.1.1 ASPHALT DRIVING SURFACE ------------------------- CARPORT SOUTH WALL N CONTINUOUS/ EXTRUDED SOFFIT VENT 3 1 r I karchitecture I design EXISTING TILT — UP CONC. WALL 7 A5.1 EXISTING CONC. SLAB- SEE PLAN HORZ. STEEL TUBE SEE STRUCT'L FLOOR JOISTS SEE STRUCT'L VERT. STEEL TUBE BEYOND SEE STRUCT'L TOP OF STP�EFRONT WINDOW M LION GWB AT W L BEYOND SEE WALL SCHEDULE 8" STEEL STUD FRAMING AT WALL BEYOND SEE SCHEDULE STOREFRONT MULLION AT SILL WALL SECTION SCALE: 3/4"=1'-0" WALL AT SERVICE ENTRY 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail frankLa3rkorchitecture.com 5823 REGISTERED MHITECT A N 4JiL&9,E-VA N AA OF WASHINGTON CONSULTANTS: w U Q w rn >- Q cn Q Z 0 3� (0 QC�p�p N Q Y) U)Uc� � r-)0 0 0 (y) M N 2 W WALL SECTIONS SCALE: 3/4"=1'-0" ISSUE DATE: 1.31.19 REVISIONS: Z\ 04.24.19 PERMIT REVISIONS A07.11.19 OWNER REVISIONS 08.23.19 PERMIT REVISIONS 12.06.19 PERMIT REVISIONS A03.18.20 PERMIT REVISIONS PERMIT SET A3.2 PAINT EXISTING WALL AND TRIM P-1 'PAINT EXISTING TRIM P-2 'PAINT CONCRET WALL BASE P-2 SOUTH ELEVATION 1 SCALE- 1/8"=1'-0" B CONSTRUCT 1 HR RATED WALL AND PARAPET IN ACCORDANCE WITH IBC CODE SECTION 705.11.1 SEE 1/A2.1.1 AND 3/A3.2 RAIN LEADER FROM ROOF 'SHAPED SKY' ACM PANELS, AS MANF. PAINT EXISTING BY AGI, INSTALLED OVER BLACK ACM BALCONY P-1 PANELS. DRY JOINT SHAPED SKY' ACM PANELS, AS MANF. SHAPED SKY' ACM PANELS, AS MANF. 24" DEALER NAME CHANNEL LETTERS, 3 BY AGI, SI OVER BLACK ACM 6 5 ISI DRY BLACK ACM 4 GI PANELDRY JOINTPANELJOINTUNDER SEPARATE SIGN PERMIT)A3.1 3 24" "SERVICE" CHANNEL LETTERS, WHITE, AS MANUFACTURED BY AGI (UNDER SEPARATE SIGN PERMIT) CL CL- V v C 5 f 00000 l -- --CIL T --------- -- 0 2] Ll �IA\�� PAINT STUCCO PAINT CONIC PAINT CO NC DRAIN LEADERS ENTRY ELEMENT FRAMING BY CONTRACTOR. 2 WALL P-1 WALL BASE P-2 WALL P-1 FROM ROOF ACM PANELS, 'HYUNDAI NORTH AMERICA EASTELEVATION BRONZE", AS MANF. BY ALUCOBOND, DRY JOINT A3.1 2 SCALE:1/8"=1'-0" nPPKIarrpcc C 5 D E SHAPED SKY' ACM PANELS, AS MANF. F A3.0 BY AGI, SI DRY JOINTOVER BLACK ACM PANEL 0 LA CURTAIN WALL GLAZED CAR DOOR INCLINED COLUMNS 5 SYSTEM, SEE A0.1 (INTERIOR) A3.1 EXTERIOR WINDOW SCHEDULE 43" SYMBOL AND 30" HYUNDAI DIMENSIONAL LETTERS, CHROME, 2 1 AS MANUFACTURED BY AGI (UNDER SEPARATE SIGN PERMIT) CURTAIN WALL GLAZED SYSTEM, SEE A0.1 ACM COLUMN WRAP, AS MANF. BY ALUCOBOND, DRY JOINT CL DRAIN LEADERS FROM ROOF i PAINTED CONCRETE WALL 7 'SHAPED SKY' ACM PANELS, AS MANF. BY AGI, INSTALLED OVER BLACK ACM PANELS, DRY JOINT .. ..:..:.:....:..:.......... 5 EXISTING CHAINLINK ®®®®®® ENCLOSURE ®®®®®® PAINT EXISTING TRIM P-2 WEST ELEVATION SCALE F SHAPED SKY' ACM PANELS, AS MANF BY AGI, INSTALLED OVER BLACK ACM PANFI C nRv InINVT ALUCOBOND, DRY JOINT (TYP) NORTH ELEVATION SCALE: 1 /8"=1'-0" EXISTING WINDOWS TO REMAIN 0 31 r 1 k architecture design 3. 31.20 PAINT CONCRETE WALL P-1 C� PAINT STUCCO PAINT CONCRETE WALL P-1 WALL BASE P-2 EXISTING WINDOWS TO REMAIN PAINT EXISTING MTL DOORS P-1 TYP. 3 A3.2-------------------- Sim. OPEN BEYOND ACM COLUMN WRAP, AS MANF. BY ALUCOBOND, DRY JOINT (TYP) TAG TYPE / DESCRIPTION UNIT SIZE MAX. U VALUE REMARKS wloo EXISTING PICTURE WINDOW W101 ALUMINUM STOREFRONT W/ DOORS 53'-11 1/2" x 18'-0" W/ 9'-0" x 7'-6" DOORS 0.38 PROVIDE DEAD BOLT @ DOOR w1o2 ALUMINUM STOREFRONT 29'-11" x 18'-0" 0.38 W103 ALUMINUM STOREFRONT 15'-0" x 18'-0" 0.38 W104 ALUMINUM STOREFRONT W/ ENTRY 25'-0" x 18'-0" 0.38 SEE DOOR #D100 FOR MORE INFO. W105 ALUMINUM STOREFRONT 10'-0" x 14'-0" 0.38 wlos ALUMINUM STOREFRONT 30'-0" x 14'-0" 0.38 w1o7 ALUMINUM STOREFRONT W/ DOORS 28'-11 1/2" x 14'-0" W/ 9'-0" x T-6" DOORS 0.38 PROVIDE DEAD BOLT @ DOOR w1o8 (2 UNIT) PICTURE 10'-0" x 4'-0" W/ 3'-0" SILL HGT. W109 ALUMINUM STOREFRONT W/ DOORS 20'-0" x 10'-0" W/ 6'-0" x T-0" DOOR 0.38 PROVIDE DEAD BOLT @ DOOR EXTERIOR DOOR SCHEDULE TAG SIZE, DESCRIPTION DOOR TYPE DOOR FINISH FRAME TYPE FRAME FINISH HARDWARE D100.0 STOREFRONT DOUBLE SWING ALUM. ALUM. 2 D100.1 VEHICLE ACCESS/MAN DOOR ALUM. ALUM. 2 D100.2 VEHICLE A CESS/M N DOOR ALUM. ALUM. 2 D114.1 20'-0" x 10'-0" NEW ROLL -UP ALUM. STEEL 5 D114.2 20'-0" x 10'-0" NEW ROLL -UP ALUM. STEEL D115.0 STOREFRONT DOUBLE SWING ALUM. ALUM. 2 D120.0 6-0" x T-0" NEW DOUBLE SWING METAL EXISTING 1 D124.1 16-0" x 12'-0" EXISTING ROLL -UP ALUM. EXISTING D124.2 3'-0" x T-0" NEW SWING METAL EXISTING 2 D124.3 3'-0" x T-0" NEW SWING METAL EXISTING 2 D124.4 16-0" x 12'-0" EXISTING ROLL -UP ALUM. EXISTING D203.0 EXISTING SLIDER EXISTING EXISTING P-1 PAInT SHERWin WARM COLOR AnTLER VELVET #SW9111 EXTERIOR WALLS, DOORS, FRAMES COf1TACT SHERWin WILLIAMS AT 800-474-3794 EXTERIOR WILLIAMS EXTERIOR FinISH SEMI -GLOSS P-2 PAInT SHERWin WARM COLOR KAFFEE #SW6104 4'-0" BASE AT EXTERIOR WALLS EXTERIOR WILLIAMS EXTERIOR FrISH SEMI -GLOSS OF SERVICE, PARTS P-3 PAInT SHERWin COOL COLOR ESSEnTIAL GRAY #SW6002 EXTERIOR WALLS, DOORS, FRAMES EXTERIOR WILLIAMS EXTERIOR FinISH SEMI -GLOSS If1TERIOR FIr1ISH EGGSHELL P-4 PAInT SHERWUI COOL COLOR PEPPERCORfI #SW7674 4'-0" BASE AT EXTERIOR WALLS EXTERIOR WILLIAMS EXTERIOR FinISH SEMI -GLOSS OF SERVICE, PARTS If1TERIOR FIr1ISH EGGSHELL PAINTED CONCRETE WALL D 5.0 w 09 PAINT LOW WALL BASE A3.2 _ SERVICE RECEPTION ELEVATION SCALE- 1/8"=1'-0" EXISTING CHAIN LINK ENCLOSURE PAINT EXIST. TRIM P-2 3 r karchitecture I design 0 1 2 4 8 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail frank@3rkarchitecture.com 5823 REGISTERED HITECT AN AN STA OF WASHINGToN CONSULTANTS: w U Q W rn >- Q 0 Q Z ��CO QC�p�p N I W J3� Q U U) (D < In � �00 Z 0 N 2 W EXTERIOR ELEVATIONS SCALE: 1/8"=1'-0" ISSUE DATE: 1.31.19 REVISIONS - Al 04.24.19 PERMIT REVISIONS A07.11.19 OWNER REVISIONS �3 08.23.19 PERMIT REVISIONS 12.06.19 PERMIT REVISIONS 5 � 03.18.20 PERMIT REVISIONS PERMIT SET A4.0 I WA I : I V to] AT,A1019191vivL+Ysli1: 111»:1 TAG TYPE / DESCRIPTION UNIT SIZE MAX. U VALUE REMARKS W1oo EXISTING PICTURE WINDOW W101 ALUMINUM STOREFRONT W/ DOORS 53'-11 1/2" x 18'-0" W/ 9'-0" x T-6" DOORS 0.38 PROVIDE DEAD BOLT @ DOOR w1o2 ALUMINUM STOREFRONT 29'-11" x 18'-0" 0.38 w1o3 ALUMINUM STOREFRONT 15'-0" x 18'-0" 0.38 W104 ALUMINUM STOREFRONT W/ ENTRY 25'-0" x 18'-0" 0.38 SEE DOOR #D100 FOR MORE INFO. w1o5 ALUMINUM STOREFRONT 10'-0" x 14'-0" 0.38 wlos ALUMINUM STOREFRONT 30'-0" x 14'-0" 0.38 w1o7 ALUMINUM STOREFRONT W/ DOORS 28'-11 1/2" x 14'-0" W/ 9'-0" x T-6" DOORS 0.38 PROVIDE DEAD BOLT @ DOOR wlos (2 UNIT) PICTURE 10'-0" x 4'-0" W/ T-0" SILL HGT. wlos ALUMINUM STOREFRONT W/ DOORS 20'-0" x 10'-0" W/ 6-0" x T-0" DOOR 0.38 PROVIDE DEAD BOLT @ DOOR T = TEMPERED SAFETY GLASS 8 A5.1 BACKER ROD AND SEALANT PER MANUFACTURER HORZ. SSG CURTAIN WALL SILL BEYOND TYP. SSG CURTAIN WALL TYPICAL VERTICLE MULLION TYP. VERT MULLION SCALE: 3"=1'-0" TYP. A5.0 0 T T T ;TYP. SSG VERTICAL T „ T FULL HGT. ;; VERTICAL ;; T ;' T ;' T FULL HGT VERTICAL T o T L/T IT 8 L 9'-01, �. A5.1 D100.1 54'-1 " I 1 TYP A5.0 T T 5 EQUAL DIVISIONS W104 TYP. SSG VERTICAL 6 A5.0 T 6 EQUAL DIVISIONS W107 9'-0" D 100.2 SG T TYP. SSG VERTICAL T 4 _ 0 A5.0 in TYP. SSG HORZ. � ]-T T 0 31 r 1 k architecture design 1.31.20 10'-0" 2 EQUAL DIVISIONS W 105 -OUTSIDE SSG CORNER 3 A5.0 OUTSIDE SSG CORNER 10'-0" 3 A5.0 w1 os OUTSIDE CORNER HORZ. SSG CUF WALL SILL BEY( TYP. SSG CURT WALL INSIDE VERT. CORNER BACKER ROD AND SEALANT PER MANUFACI TYP. INSIDE CORNER BACKER ROD AND SEALANT PER MANUFACTURER HORZ. SSG CURTAIN WALL SILL BEYOND TYP. SSG CURTAIN WALL OUTSIDE VERT. CORNER TYP. OUTSIDE CORNER 3 I r I karchitecture I design VERT. SSG CURTAIN WALL MULLION BEYOND EXTRUDED 265 Winslow Way East CONTINUOUS ALUMINUM CAP TYP. SSG CURTAIN WALL TYPICAL HORIZONTAL MULLION TYP. HORZONTAL SCALE Y=1'-0" SCALE 3"=1'-0" SCALE 3"=1'-0" 30'-2" 6 EQUAL DIVISIONS W102 ACM PAI` INSTALLI BY AGI CAULK J AND BAC ROD o ALUM FF AND GLP TYP. SSG HORZ. A5.0 TYP. SSG VERTICAL 2 A5.0 " INSIDE SSG CORNER T T T T T 3'-5' 1, 3'-5" L 3'-5" �, 6 -0 �, 3 -5 4 EQUAL SIDE LICE DIVISIONS 20'-0" D115.0 W 109 5 A5.1 30'-0" 6 EQUAL DIVISIONS W106 C DOOR HEAD WITH CONCE CLOSER ALUM DOOR FRAME AND o GLASS DE SSG =R 15'-0" 3 EQUAL DIVISIONS W103 EXTERIOR DOOR SCHEDULE TAG SIZE, DESCRIPTION DOOR TYPE DOOR FINISH FRAME TYPE FRAME FINISH HARDWARE D100.0 STOREFRONT DOUBLE SWING ALUM. ALUM. 2 D100.1 VEHICLE ACCESS/MAN DOOR ALUM. ALUM. 2 D100.2 VEHIC E A CESS/M N DOOR ALUM. ALUM. 2 D114.1 20'-0" x 10'-0" NEW ROLL -UP ALUM. STEEL 5 D114.2 20'-0" x 10'-0" NEW ROLL -UP ALUM. STEEL D115.0 STO FRONT DOUBLE SWING ALUM. ALUM. 2 D120.0 6-0" x T-0" NEW DOUBLE SWING METAL EXISTING 1 D124.1 16-0" x 12'-0" EXISTING ROLL -UP ALUM. EXISTING D124.2 3'-0" x T-0" NEW SWING METAL EXISTING 2 D124.3 3'-0" x T-0" NEW SWING METAL EXISTING 2 D124.4 16-0" x 12'-0" EXISTING ROLL -UP ALUM. EXISTING D203.0 EXISTING SLIDER EXISTING EXISTING NOTE:ALL HARDWARE MUST MEET CODE REQUIREMENTS FOR ACCESS BY DISABLED. T = TEMPERED SAFETY GLASS ALUM DOOR FRAME AND GLASS 6" HARDWARE GROUPS ALUM THRESHOLD 1/2" MAX RISE CONC. WALK (1) LOCKED DOORS WALK OFF MAT SLOPE 1/4"/F -(3) 1/2 PR BALL BEARING HINGE, US626 SEE FINISH PLAN -(1) LOCK SET: SCHLAGE ENTRANCE / \ LATCH, AL SERIES JUPITER, FIN. 626 E_ 1� 1/4"/FT -DEAD BOLT ° 31 -SARGENT 250 SERIES CLOSER v -SILENCERS: IVES SR64 v v v -IVES 12X34 SS KICKPLATE ° v ..,.• 11 2/21 ° \ / v (2) ENTRY DOORS - 3 1/2 PR BALL BEARING HINGE, US626 \ / - 1 PUSH BAR EXIT DEVICE: SARGENT 3828-TB -1 NIGHT LATCH, SARGENT 700 SERIES LEVER TRIM - 1 SARGENT SARGENT 351POWERGLIDE 6'-Q" �r TRANSOM /DOOR A JUSTABLE DOOR CLOSER VIF *DOORS SHALL BE READILY OPERABLE FROM THE D120 EGRESS SIDE WITHOUT THE USE OF A KEY OR (:5 SCALE: 3"=1'-0" SPECIAL KNOWLEDGE OR EFFORT* HORZ. SSG CURTAIN WALL SILL BEYOND TYP. SSG CURTAIN WALL DOOR JAMB CAR DOOR LEAF PIVOT SYSTEM WITH FLOOR CLOSER TYP. CAR DOOR DETAILS SCALE: 3"=1'-0" CAR DOOR LEAF WITH AIRSTOP HINhrzu umm DOOR LEAF HORZ. SSG CURTAIN WALL SILL BEYOND TYP. SSG CURTAIN - WALL DOOR JAMB R DOOR LEAF 0 3-0" VI D124.2 D124.3 * PROVIDE SIGNAGE AT DOOR "THIS DOOR TO REMAIN OPEN DURING BUSINESS HOURS" ---- --------------------- ---- T T j D100.0 2'-%" I 6'-0" 2'-�4" Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail frank@3rkorchItecture.com 5823 REGISTERED &nHITECT AN�AN A OF WASHINGTON CONSULTANTS: w U Q wrn >- Q cn Q Z Q(Dp�p N Q 0 U)Ucf) � 000 a_ z 0 0 N 2 W EXTERIOR WINDOW & DOOR SCHEDULES AND DETAILS SCALE: NTS ISSUE DATE: 1.31.19 REVISIONS: � 04.24.19 PERMIT REVISIONS /2\ 07.11.19 OWNER REVISIONS 08.23.19 PERMIT REVISIONS L4, 12.06.19 PERMIT REVISIONS Z L5 03.18.20 PERMIT REVISIONS PERMIT SET A5.0 INTERIOR WINDOW SCHEDULE TAG TYPE / DESCRIPTION UNIT SIZE MAX. U VALUE REMARKS ALUM FRAME \ 5/8" GWB AND INSULATED o GLASS DIVIDER WALL W/ DOOR 8'-2" x 8'-0" VIF \ EA. SIDE GLASS w2o3 r karchitecture design OW201 GLASS DIVIDER WALL W/ DOOR T EXISTING WALL 10" x 8' 0" VIF I ! STEEL STUD CAULK JOINT AND \ 6 FRAMING AND HEADER BACKER ROD w2o2 GLASS DIVIDER WALL W/ DOOR 11'-7" x 8'-0" VIF o U_ 'V / w2o3 GLASS DIVIDER WALL 12'-0%2' x 8'-0" VIF °° > 265 Winslow Way East / ALUM FRAME w2oa 4 PANEL SLIDER 8'-0" x 4'-2" W/ 2'-10" SILL HGT. 0.38 AND LAMINATED ACM PANELII ACM PANEL T T T ALUM. HEAD SAFETY GLASS INSTALLED INSTALLED BY AGI suite 202D w2o5 (2 UNIT) PICTURE 5'-0" x 4'-0" W/ 3'-0" SILL HGT. 0.38 / AND SINGLE BY AGI w2o6 EXISTING PICTURE WINDOW / EXISTING STEEL GLAZED GLAS: Bain bridge Island w2o7 (2 UNIT) PICTURE 8'-0" x 4'-0" W/ 3'-0" SILL HGT. y4" S-0" POST VIF VIF Washington 98110 w2os (4 UNIT) PICTURE 16'-0" x 4'-0" W/ 3'-0" SILL HGT. SIM 5/8" GWB T = TEMPERED SAFETY GLASS wzoo w2o1 ALL SIDES A telephone ACM PANEL INSTALLED 2 0 6 8 4 2 1 2 5 3 POLYMER I ---------------------------------------------- WALL STRIP ALUM. HEAD BY AGI AND SINGLE GLAZED GLASS 1/2"THK. CAULK JOINT e-mail MONOLITHIC AND ROD BACKER frank�3rkarchitecture.com TEMP. GLASS CAULK ALUM FRAME o �_ o / V� �/ o �_ o JOINT TYP. AND LAMINATED ALUM FRAME oo > w \ STEEL STUD SAFETY GLASS AND GLASS FRAMING SHIM AT FLOOR 5823 E FLOOR TILE REGISTERED T T\ T T T T T T T T II \ 5/8" GWB SEE FINISH PLAN H I T E C T EA. SIDE ° ° 3'-Y4" 3'-0" I� 2'-9Y4" 2'-9Y4" 2'-9Y4" 3'-y4" 3'-0" I� 3'-0" 3'-0" 3'-0" VIF �IF VIF VIF VIF � VIF VIF VIF ° AN AN DETAIL AT JAMB DETAIL AT HD -SILL DE TAI L AT H D-SILL D ETAI L AT H D-SILL STA OF WASHINGT4N w2o2 SIDE w2o2 w2o2 SIDE wzo3 ^ ^ SCALE: 1 1/2"=1'-0" FRAMELESS L SCALE: 1 1/2"=1'-0" JAMB SIM. vj SCALE: 1 1/2"=1'-0" FRAMELESS SCALE: 1 1/2"=1'-0" ENTRY PORTAL GLASS TYP. GLASS TYP. CONSULTANTS: I STUCCO FINISH ° OVER GYPSUM I , SUBSTRATE ' v ------------------------------- v g _0 5'-0" I, 8'-0" I, 16'-0" I, \� MTL. EDGE TRIM SEE STRUCT'L AT BOTTOM W204 W205 W207 W208 v PAINTED FINISH 5/8" GWB WITH OVER EXISTING v ° J-BEAD AT CONCRETE SET FRAMING OUT MTL J-BEAD TYP. FROM THE WALL INTERIOR DOOR SCHEDULE DOOR/FRAME ELEV. & HARDWARE TRACK GWB EDGE ATEDGE . 7�2„ TYP. v SIZE TO CONCEAL HARDWARE GROUPS 3/8" CAULK ALUM FRAME °------------------------; ____ STL. BASEPLATE TAG SIZE, DESCRIPTION DOOR TYPE DOOR FINISH FRAME TYPE FRAME FINISH HARDWARE (1) LOCKED DOORS (3) STOREROOM DOORS JOINT TYP. AND INSULATED D ° ° D AT FLOOR 5 -(3) 1/2 PR BALL BEARING HINGE, US626 -(3) 1/2 PR BALL BEARING HINGE, US626 GLASS v v D102 NOT USED -- -- -- -(1) LOCK SET: SCHLAGE ENTRANCE -(1) LOCK SET: SCHLAGE STOREROOM ALUM FRAME ------------------------ (D LATCH, AL SERIES JUPITER, FIN. 626 LATCH, AL SERIES JUPITER, FIN. 626 AND INSULATED ALUM FRAME LU SARGENT 250 SERIES CLOSER -SILENCERS: IVES SR64 D103 NOT USED -- -- -- � -SILENCERS: IVES SR64 -IVES 12X34 SS KICKPLATE, PUSH SIDE GLASS AND GLASS w lc IVES 12X34 SS KICKPLATE, PUSH SIDE D104 2'-6" x 7'-0", RIGHT OUT SWING D1 F1 3 0 (2) PRIVACY DOORS (4) UNLOCKED DOORS MTL. FLASHING _ �� 5/8" GWB AND U_ o - D105 3'-0" X 7'-0", LEFT IN SWING D1 F1 1 -(3) 1/2 PR BALL BEARING HINGE, US626 -(3) 1/2 PR BALL BEARING HINGE, US626 AT SILL TYP. MTL J-BEAD TYP. (1) LOCK SET: SCHLAGE PRIVACY -(1) LOCK SET: SCHLAGE PASSAGE ALUM FRAME WIDTH LATCH, AL SERIES JUPITER, FIN. 626 LATCH, AL SERIES JUPITER, FIN. 626 BACKER ROD 5/8" GWB TYP. 5 10 -0" 7'-0" L T I SWING D1 F1 4 -�' D1 -SARGENT 250 SERIES CLOSER -SARGENT 250 SERIES CLOSER AND INSULATED AND 1/2" CAULK AT SILL ALUM FRAME DOUBLE RABBET PAINT GRADE BIRCH -SILENCERS: IVES SR64 -SILENCERS: IVES SR64 GLASS JOINT TYP. AND INSULATED D109 3'-0" X 7'-0", LEFT OUT SWING D1 F1 1 STEEL FRAME SC SINGLE PANEL IVES 12X34 SS KICKPLATE, PUSH SIDE IVES 12X34 SS KICKPLATE, PUSH SIDE FINISH GLASS w D110 -6" x 7'- , L T I SWING D1 F1 3 B B B B FLOOR TILE 3/4" CHAMFER OVER GSTUCCYPSUM M AT CONC WALL BACKER ROD STL. BASEPLATE ^ SEE FINISH PLAN SUBSTRATE AND 1/2" CAULK AT FLOOR 0 0 FLOOR TILE ON D112 3'-0" x 7'-0", RIGHT IN SWING D1 F1 4 JOINT TYP. CONC. WALK SLOPE 1/4"/FT PROVIDE DRIVING ------------------------ EXISTING SLAB D113 3'-0" x 7'-0", LEFT IN SWING D1 F1 4 CN MTL. EDGE TRIM SURFACE FLUSH -- / \ / A ° CONCRETE E IN N D116 3'-0" x 7'-0", LEFT OUT SWING D1 F1 1 / B \ B B \ g �4 AT BOTTOM ° FINISH PLAN ° 5 SIM SIM / SIM SIM ° v I� �. ° v °. . °. p /�y� -- -- -- -- v - v ° NQ 17 D117 3'-0" x 7'-0", LEFT IN SWING D1-* F1 1 0 0 v v D118 NOT USED -- -- -- \ /' \ / v ° ° \ / \ T / o ° ° a ° ° v ° v ° . ° 0, O ° 00 00 O 0 O O U D119 3'-0" x 7'-0", LEFT OUT SWING D1 F1 1 q� O O g� O �� _ ° o O OOOv00 Ooo RECESS SCORE 1' v ° v p�ODOOo �� O� Can o CaV O�oo c Ooo O Oo JOINT AT CONC. D ° D v O o O O o�o O D121 3'-0" x 7'-0", RIGHT IN SWING D1-* F1 2 0 v O�/l� 4Q C� n n� ° ��-n�0 'URO_DC )_� �(��Q �<^ �_ ^ VJ D122 3'-0"x7'0",INSWING W/SDLGT D1-* F1 4 3_0 3'_0„ 2'6", DETAIL AT HEAD -SILL DETAIL AT HEAD -SILL DETAIL AT HEAD -SILL - U D123 3'-0" x 7'-0", RIGHT IN SWING D1-* F1 3 D105 D108 D113 D112 D121 D110 D122 Q 0 D117 D129 D201 D123 D20o SCALE: 1 1/2"=1'-0" LOW SOFFIT SCALE: 1 1/2"=1'-0" CARPORT EXTERIOR SCALE: 1 1/2"=1'-0" CARPORT Q 5 D125 5'-0" x 7'- " D UB T ING D1 F1 3 D205 D206 D207 D202 D204 Q D126 3'-0" x 7'-0", LEFT OUT SWING D1-* F1 2, NO CLOSER D z Q O B B B O D129 3'-0" x 7'-0", LEFT IN SWING D1 F1 1 -- -- -- D200 3'-0" x 7'-0", RIGHT IN SWING D1 F1 1 N Q \ / \; \ = CN W D201 3'-0" x 7'-0", LEFT IN SWING D1 F1 4 /. '\ B /' �\ � \ j D202 3'-0" x 7'-0", RIGHT IN SWING D1 F1 1 �' \ SIM / B SIM \ B SIM ( �� ACT CEILING D204 3'-0" x 7'-0", RIGHT IN SWING D1 F1 2 0 \ o / o \ TRACK \ J INTERIOR WINDOW D205 3'-0" x 7'-0", LEFT IN SWING D1 F1 2 \ / \ "� / -\ v /I �v & DOOR SCHEDULES 5 D20 '-0" 7'-0" L T I SWING D1 F1 4 / v / �'�` AND DETAILS D207 3'-0" x 7'-0", LEFT IN SWING D1 F1 4 �� / \ / J-BEAD ATtoGNOTE:ALL HARDWARE MUST MEET CODE REQUIREMENTS FOR ACCESS BY DISABLED. 2'-0" 3'-0" 3'-0" 2'-6" GWB EDGE ALUM FRAME * = MAXIMUM U VALUE 0.37 TYP. T TEMPERED SAFETY GLASS D125 D109 D116 D104 AND INSULATED D119 D126 BACKER ROD GLASS SCALE: NTS AND 1/2" CAULK ISSUE DATE: 1.31.19 JOINT TYP. 7 %z" REVISIONS - Al 04.24.19 PERMIT REVISIONS CONCEALED DOOR 5/8" GWB TYP. CLOSER FLUSH AT AT CEIING HDR. A07.11.19 CEILING TYP. ALUM FRAME BACKER ROD AND INSULATEDAND OWNER REVISIONS GWB WALL JOINT/TYP. 7�2„ GLASS 08.23.19 FLOOR TILE- SEE 1/2" MONOLITHIC 41 3/4" CHAMFER FINISH PLAN PERMIT REVISIONS TEMPERED GLASS MASTIC AND FREE SWINGING AT CONC WALL FLOOR FINISHIVFLOOR PIVOT CONC. WALK BOND BREAKER 4 12.06.19 AT CONC SLAB SEE FINISH PLAN STEEL DOOR _ _ SLOPE = PERMIT REVISIONS v .......... FRAME v v v ° v ° v v 4 �N ° v 03 18 20 WOOD DOOR v 4 PERMIT REVISIONS v v 0 4 v III v DETAIL AT HEAD AT HEAD -JAMB *.DETAIL AT HEAD-S ILL PERMIT SET A SCALE: 1 1/2"=1'-0" FRAMELESS DOOR *.DETAIL SCALE: 1 1/2"=1'-0" TYP. WOOD DOOR SCALE: 1 1/2"=1'-0" TYP. CURTAIN WALL A5. 1 0 31 r 1 k architecture design 1.31.20 0 v /ZCW208,'� 0 v ACT CEILING SEE A2.4 HD/SILL SIM 0 0 00 � 1 VINYL A5.1 W 03 STRIPE 202 RETURN o OPEN OPEN AIR GRILLE 00 OPEN OPEN 1 CUSTOMER WAITING CUSTOMER WAITING HALL TO STAIRS SALES MANAGERS MANAGER'S OFFICE HALL 5 SHOWROOM ELEV. - WEST SCALE: 1/4"=T-0" PARTS STORAGE SERVICE ADVISORS SERVICE ADVISORS ELEV. - NORTH SCALE: 1/4"=T-0" OFFICE REST ROOM RLO, CASHIER CUSTOMER WAITING SERVICE ADVISORS r��CUSTOMER WAITING ELEV. - EAST PARTS STORAGE SCALE 1 /4"= T-0" \ / \ OPE OPEN MEN'S ROOM WOMEN'S ROOM CUSTOMER WAITING CUSTOMER WAITING ELEV. - SOUTH 5 SCALE:1/4"=T-0" 31 r 1 k architecture I design 3..31.20 5 rnl- 12 BENEATH � LAVATORY R'STRM. ELEV %LE: 1/4"=1'-0" WC 121/ 126 SIM RETAIL PARTS M 11 12 L R'STRM. ELEV qLE: 1/4"=1'-0" WC 121/ 126 SIM RETURN AIR GRILL INCLINED STAIR CHAIR LIFT AT BOTTOM OF STAIR it 48"X30" CLEAR- p FLOOR SPACE AT STAIR EXIT AND APPROACH INCLINED STAIR CHAIR LIFT AT — TOP OF STAIR 48"X30" CLEAR FLOOR SPACE — AT STAIR EXIT AND APPROACH 3 1 r I karchitecture I design CHAIR LIFT PARTIAL PLAN AT STAIR CALE: 1 /4"=1'-0" SHOWROOM SHOWROOM ELEV. - SOUTH SCALE 1/4"=1'-0" R'STRM. ELEV %LE: 1/4"=1'-0" WC 121/ 126 SIM P-5 CT-5 o o CUSTOMER WAITING CASHIER CUSTOMER WAITING COFFEE BAR ---,�,)CUSTOMER WAITING ELEV. - NORTH )SCALE: 1 /4"=T-0" - - - - - - - - - - w -I- - - ` - - - ` \ CLEAR FLOOR SPACE v \59"X60" CL o o NEW RR w' g 1 I ; 126 os w X J U _- ------------------- HALL 127 w ----- -- a 10 vv 0 I J i INEW RR ��11 A6.0 9 IQM 121o�� i' � CLEAR FLOOR SPACE U v - 59"X60r' L\ - - - - - - - - - - - - - - - - - - - - - I I I i ------------------'----------' (-� �TECH _RE STROO�MPL AN CALE: 3/8"=1'-0" ACCESSIBILITY IMPROVEMENTS 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail frnnk@3rknrchitecture_com REGISTERED LV r l OF U1iSWIUGTO.V CONSULTANTS: LJ Q W rn >- Q (n Q> Z 0 > CO QC�p�p N I W JY) Q u) U U) (D < < 0 D �0 0- z 0 0 (y) 7- 7-> M N r) 2 W INTERIOR ELEVATIONS SCALE: 1/4"=1'-0" ISSUE DATE: 1.31.19 REVISIONS - Al 04.24.19 PERMIT REVISIONS 07.11.19 OWNER REVISIONS �3 08.23.19 PERMIT REVISIONS n 12.06.19 PERMIT REVISIONS 5 � 03.18.20 PERMIT REVISIONS PERMIT SET A6.0