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REV 4 APPROVED_DHyu_ Drawing Set 5.14.20LU Q r` EXTERIOR LIGHTING SCHEDULE TYPE SYMBOL DESCRIPTION MANUFACTURER MODEL WATTS/FIXT LAMP REMARKS AA EXTERIOR GROUND MTD. EATON-COOPER CAMBRIA 203 LUMI ERE 35 WATTS LED 35W 3000K BRONZE DISPLAY LIGHTING (LED) LIGHTING FINISH EATON - BB EXTERIOR 32" BOLLARD MCGRAW- BSL BOLLARD PATHWAY LIGHT 32 WATTS CF 32W BRONZE PATH DOWNLIGHT (CF) EDISON #BSL-32-32-CF-MT-BK FINISH LIGHTING EATON - GALLEON LED, GLEON 2 SQUARE _ T EXTERIOR PARKING MCGRAW- AF # GLEON 2 LIGHT SQUARES - -- 02-LED-El-SL3-BK-7050 129 WATTS LED 129W 5000K BRONZE AREA LIGHTING (POLE) EDISON 3 LIGHT SQUARES - # GLEON-AF- 3 SQUARE = LED 191W 5000K FINISH LIGHTING 03-LED-El-SL3-B K-7050 191 WATTS NEW WIDER SIDEWALK- 6 v ti I- -------------------------------------------------------------------------------------- -------------------------- -----,��L = 8 r, ----- VEHICLE DISPIL l' EXISTING PAD- 2'x2' STAM ED r� j LIGHTS @ CONCRETE 6" A G. 6' WIDE STRIPED PROPERTY GROUND MTD. I ,Q PATHWAY OVER EXISTING ASPHALT _____ LINE, TYP EXISTING ASPHALT PAVING ISPLAI� L1�HT1NG. L7... SEE SCHEDULE L J ! O Q EXTERIOR LIGHT HYUNDAI INVENTORY � i SEE A2.2.1 PARKING LOT — — — —------- —tis': — — —--------- N / i ' HYUNDAI / ' AMENITY SPA1✓F I CIS ING HY ND I PARTS & / ! (PERA AZDA PEf�N(fT) o P RKI G L T SERVICE i PA KING e - - - O - 23 22 0 21Ll /.�. & WIDE PERVIOUS EXTERIOR �0 2 O o GOTICRETE PATHWAY � LIGHT / o ff>E DELIVERY RE SEE A2 2 �O 19 O� AND CROSSWALK . FIRE AN ---- ---- ---- ---- ---- ---- ---- ---- - - - - - - ---- ---- ---- -' -- - - -moo - g Y AREA 8S, iTj / --- F EXISTING LIGHTS @ STREET, TYP ISTING DEWALK TREETSCAPE VEMENTS @ HWY 99 AT HYUNDAI TYP. AT ACTIVITY ZONE NEW CURB RAMPS SEE CIVIL DWGS. FOR SLOPES, WARNINGS AND MISC. DETAILS / 1 --- 09-10" j 10 <0 18 o SIDEWALK o i 10 76:617 SEE CIVIL j o o i P14EtN"gDDlfla1.8 1 7 _o FIRE LANE z o 76.6„ o' 15 7.2 i REMOVED AREA i► o �J Q; c A1.0 U a 2069 SF 6 Q' 14 o w O N C; SJ=v P ULJ D I NEW & REMODELED 1 �' j A P RKINGI E o 21'-11" HYUNDAI SALES & SERVICE CENTER A1.0 ` Q c° q' 12 N FF 355.03 ;TYP. 3" w �o NEW STREETSCAPE 0 0 0 o Q SIGNAGE IMPROVEMENTS @ ! o 0 0 0 ;DESIGNATE HWY 99 AT HYUNDAI CIDTYP. AT ACTIVITY ZONE ;1 VAN STALL Q 27-3 6 ;PER IBC 1106, 1 .� 9 SITE LIGHTING EXISTING BUILDING :SEE CIVIL AT CROSSWALK 11,259 SF ;DWG C2.01-3 /� SEE SCHEDULE 6" PTD. STEEL 6' STRIPED w I BOLLARD TYP. ; 0; CROSS WAL EXISTING _j (D 4 SEE CIVIL z � EW SIDEWALK AMENITY i = ACCESSIBLE ROUTE o < 6, a NEW OPEN r SPACE % SEE CIVIL DWGS. ' CARPORT o N C2.01-3, C2.10-3 AND 1400 SF , `4 IRE LANE D� C2.11-3 FOR REQUIREMENTS MAZDA SERVICE CENTER I - -- >- ---- ---- / FROM PUBLIC WAY TO (UNDER SEPARATE ; RECOR E_D LOT LINE ADJUSTMENT - I 2,70„ BUILDING ENTRANCE PERMIT REVIEW) 1 R C NS RU TION / MA DA SAL S 20EXISTING % -' AR ING ON TR CT 1 HR A WALL 19 LIGHTS @ i ND AR PET IN ARDAN E. ��? % STREET, TYP WITH 1B C I I MAZDA INVENTORY ASPHALT PAVING --► a 15% MAXIMUM UNP OTECTED �� % oC GRAVEL PARKING LOT FIRE LANE OPENINGS- SEE A4. �� Q CO \_ 18 46 % S a a MAZDA SALES PARKING ---------------------------------------------------------------------------------------------------------------------------------------- N SITE PLAN I 0 7.5 15 30 60 SCALE: 1 "=30'-0" I i PARKING CALCULATION TYPE RATIO REQ'D SPACES SERVICE GARAGE SPACES TOTAL SURFACE SPACES HYUNDAI SALES & SERVICE 1 SPACE PER 500 S.F. 36 SPACES 13 SPACES 23 SPACES BUILDING AREA - 17,675 S.F. ACCESSIBLE PARKING PER TABLE 11016.1 2 SPACES STALLS, INCLUDING VAN 2 STALLS PER 50 31 r 1 k architecture I design 5.II.20 f 911 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 14 VEHICLE DISPLAY PARKING 3'-8" 13'-0" DRAWINGS v SIDEWALK GRATE -SEE DETAIL #3/A1.0 I 31 r I k architecture I design SIDEWALK PLANTER N SCALE: 1 /4"=1'-0" 1<__� Cli 'DA AL S ARK NG 77" NQQ- /Q Q a - NOTES: 1. TREE GRATE SHALL BE URBAN / ACCESSORIES MODEL KIVA 3'x3' OR EQUIVALENT. TREE GRATE FRAME / #4 DOWEL @ 18" o.c. SHALL BE URBAN ACCESSORIES ALTERNATE DOWEL DIRECTION MODEL TYPE "S" OR EQUIVALENT. / EVERY OTHER BAR. SA ES 2. SLOTS IN GRATE SHALL BE NO GREATER THAN 1/2" IN ONE tZ',KIN N %' 6" CONCRETE WALL W/ (1) #4 DIRECTION. BARS AT TOP AND BOTTOM 3. HOLES (SQUARE OR ROUND), SHALL / OF WALL. BE NO GREATER THAN 1 /2" IN DIAMETER. �� 4. WITH ELONGATED OPENINGS, LONG Q DIMENSIONS SHOULD BE PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. / c #4 HORIZONTAL BAR @18"O.C. i0 MAZDA SALES BUILDING / EXTERIOR SLAB- (UNDER / WHERE OCCURS CONSTRUCTION) % BACKFILLSOIL- WHERE OCCURS. y DECIDUOUS TREE PLANTING / TREE GUARD (OPTIONAL) 3" DEPTH PEA GRAVEL TO BOTTOM OF GRATE FINISH GRADE UNIT PAVING CONCRETE FOOTING WITH (2) J 00 LONGITUDINAL #5 BAR AND #5 0 .o F H J CROSS BARS @ 12" o.c. o � a � � ��j/�j• 0 0 o��/�� I / 2'-6' NOTE: SEE STRUCTURAL NOTES FOR ADDITIONAL CONCRETE '-----'-----'---- '--"- '-""-""-""-""-" AND REINFORCING INFORMATION. VARIES 6" MIN PLANTER WALL DETAIL SCALE: NTS t3'-5/8". t3'-1 /8" bo 00 L oo�o o�oo DODO 0�0� ono ADO 00� o 0 0 I I -H H oo�oN 0 °°Ooo��D00oo�o�D000� 0 � DD��DoODD��o00°° I � 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 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail fronk03rkorchitecture.com CONSULTANTS: w U Q w>- rn Q cn Q Z 0 (0 Z Q = � N O >. Cn = 00 0) I J U a U� � C)0 0 z O �M� N 2 LU SITE PLAN & DETAILS SCALE: AS NOTED ISSUE DATE: 1.31.19 REVISIONS: Z� 04.24.19 PERMIT REVISIONS 07.11.19 OWNER REVISIONS 08.23.19 PERMIT REVISIONS 12.06.19 PERMIT REVISIONS A 5 03.20.20 PERMIT REVISIONS A05.14.20 HYUNDAI REVISIONS CONSTRUCTION SET A1.0 DEMOLISH EXISTING LEAN-TO STEEL BUILDING N EXISTING FIRST FLOOR DEMOLITION PLAN SCALE: 3/32"=1'-0" 0 31 r 1 k architecture I design 5.3.1.20 DEMOLISH EXISTING SERVICE CANOPY AND COLUMNS tOOF, NE I DEMOLISH EXISTING STAIRS AND RAMP )LISH EXISTING PARTITIONS, IRES AND FINISHES AS PER 'OSED PLAN DIAGRAMS —"^' " ' SHOWROOM (ROOF, aB), TO LINE OF _OOR MEZZANINE � EXISTING SECOND FLOOR DEMOLITION PLAN W SCALE:3/32"=1'-0" rV OCCUPANCY & EXIT DIAGRAM W SCALE: NTS SECOND FLOOR PLAN Eel 3 BUILDING ANALYSIS r I k architecture design 265 Winslow Way East Suite 202D THE BUILDING IS TYPE VB CONSTRUCTION AND WILL BE FULLY SPRINKLERED Bain bridge Island 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 6 SALES OFFICE 1,800 SF 100 SF PER OCCUP. 18 PARTS STORAGE 1,882 SF 500 SF PER OCCUP. 4 TOTAL OCCUPANTS PER FLOOR 22 p 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 200' - ACTUAL = 84' 66' 85' 2 6 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 A 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 1 PER 100 1 .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) Washington 98110 telephone 206 842 1253 e-mail frank@3rkorchitecture.com CONSULTANTS: LLB U_ ryN� �W U) 0 z Q U) w J Q U) 1 U) 0 z O 2 0 W EXISTING FLOOR DEMOLITION PLANS, OCCUPANCY AND EXITING DIAGRAMS SCALE: AS NOTED ISSUE DATE: 1.31.19 REVISIONS: //l\ 04.24.19 PERMIT REVISIONS /2\ 07.11.19 OWNER REVISIONS /3\ 08.23.19 PERMIT REVISIONS Al2.06.19 PERMIT REVISIONS 03.20.20 PERMIT REVISIONS A05.14.20 HYUNDAI REVISIONS CONSTRUCTION SET A2.0 2 CHAIR LIFT PER IEBC 705.1.3 MUST CONFORM TO ASME 18.1 4 3 A3.0 INSTALL PER MANUFACTURER 4 SEE DETAIL 12/A6. 'GRID C= EAST FACE OF WALL* A3.0 A3.0 D E F A 114'-9%2" 26'-2%2" 10'-0" 31'-9" 69'-6 %2" _ REQUIRED DRAINLINES-TIE INTO EXI VIF I CHARGING O STORM WATER ETENTION / os 06 8A STATION SYSTEM AND D, YLIGHT / 1 W1oo wloo OVERFLOW LINES AT CURB - - 1- 54'-1" 13'-10%2" / 1 42.1 - --- --- --- ---- - - - ---- -- --- - - - --- - - 771-- D124.2 0 D120. o6 II HALLo2 osW101 A8.0 0 I M; ................... ........................... .......... ...... .. ° ----------• N S TYPICAL 724 RT o8 F&I &ICOLUMN CVG OFF OFF D1 0,1 - - / As.° 2 - - - - - - - - - - \ N - - - �LID N _ SI - Q - - - - - - - - - - `7 _� `7 FLOOR MOUNTED - N N 1-02 103 L iv-UPLFGHT-TYP- SEE i LO OMEN MEN 1 -/4 07 �� LIGHTING SCHEDULEILL rt `° rn � N 6.0 1 A6. 122 = 7:.�.. s O `. RECESS SLAB NEW VEHICL 03 02 03 10 EXISTING _______________________ ....... N 2''4''6" 1 wloo o li O 0 K s 08 STEEL wzoo W201 5A 1 HR. SHAFT SBASE EE SECTIONS DELIVERY A, EA DRAINLI -TIE INTO ® COLUMNS D10 HALL 03 AT RETURN / RETENTION SYST EXIST. STOR TER SALES 114' D105 AIR SHAFT 0 0 i 02 ; ; % & DAYLIGHT OVERFLO LINES AT CURB 7 ` L' SERVICE EQUIPMENT SPACE'-�-�► N t - L - - 1 -�- L f- L- ; ; W102 N A6.0 = IT MGR M N> OFF OFF ALIGNMENT 7 1 08 105 106 w2o2 N. N p� 1_9 o - -�- - - - - --MANUFA-CTJdRE-R- - - 41 03 08 03 / � 08 4',6" 1 1 Z-3- 9B ® EXISTING 10'-7" 8'-0" °I A5.1 EL 35, As.1 PARTS FIELD VERIFY , ---------------------------------- o - - 3----------- _ -- - - - - - - - - ----------- - - S_ GE.-------- -------- INTERIOR GLASS 1-------------------EXISTING -37-- -- cm N - - - -- 20 3 2---- _ /------- O _'-------------------------------------- ---- 11910-PARTiTro�s- _ M SEE A5.1 ` FACE OF EXISTING �; ' 1 STL. COLUMN TO GRID 1 -3" BDC SALES 36'-2" AREA MGRS " 10' wloo TECH PARTS , � M w10 / WINDOW . w2 a 107 108 I SLANTED r`I � �; 15' 0" 2'-5" 1 18,_�„ wzo3 STEEL COLUMNS `9 2 ATICEILING ABOVE °° - VIF SHOWROOM TYr. / 08 100 2'_6�2" ; ice• - PARKING STALLS M SEE SITE PLAN EXI ING - - - 4 os ® SERVICE D1os SALES 1-------------------------------- �4 -� = B S 101 = = 1 O 1a� .0 8.0' b o3 HALL N _ ,nso4 --116, --------------------------------- ----------------- ��9 I' A6.0 - ; A3.0 `" (SEMI ATED_irl� T A3.0 ------------------------------------------------------------------------------- - 03 D109 I' `� / SPACE) os g'_0" 06 ('7 ': 4 3-------------- Cl)D119 A4.0 NEW RETAIL PAR S CASHIE FIATMSB2424CUST'MR. 5 24" X 24" / VEHICLE = 128 1 118�, STONE MOP WAITING LIFTS m A8.1,4, _ ......... TYd" ;J BASIN 110 4'16" / N 9C ~ c wloo ® TYPICAL 5%„ E 2 1:0....6,_5,,.........._..6'-9%2" �n / RETII INTR z .T ; f A8 0 r----------- --. =i-- - ft iN 4� R" 6 M ",R" _ = a..3o EAR, N N FACE OF EXISTING = : - in 4------------------------- ---- -------------- ----.. =-__-- --- _..... - - --------- ----_ - - - -------- o �- e ' 3' 10%2" E EE`' N OF 3A STL COLUMN c�; 1 r O _ 1 - I jl'"` CUR T -------- HAWS #' 119 � P. . F .......... 5' 6% 10' SEE CIVIL G. - e., 0 14'-0 6 Ma.-v�, �� s,M r"E ....... COLUMN r� 12'-0" A8.1 FouNr�3N 1'-9✓' 13'-7�'q" 1 6 : 4 7 i......- --------------------------- 36" MAjj:HGT. A8.1 / 02 FOR ADA UNIT; 26'-2%2" 16'-4�'q" � i9 A6.0 f CUSTMR CUST'MR. I OUTDOOR WAS 5 WAITING AMENI Y 2 02 116 I 111 1' SPACE 1 •-------------I ------------------------------- - N 1 5A o ® 3'-2?, 3A 16'-2%a' 5'_6v, 1 '_Y,4„ g, 4„ w1o6 0 --------------------------- o N 14'-0" _ ® 3A Q 1 HR. SHAFT o M I; _ 2" AT RETURN SALES I S AIR SHAFT / N _..... ...................... .... . 24'_ 15'-5" D116 3'-1 %2' 15'_g1 D113 101 ----------------- - 02 ' - 2 - W 03 EXTERIOR GROUND 0 ' I D112 wloo 6 wzo6 08 1 _ ;Q 4'I6" / HYDRANT HOSE BIB 0 o I WmME MEN :� gp 2'-3" / ZURN Z1360WL OR CO = A6.0 3 D123 D117 113 112 A8.0 Fey--- % EQUAL -------------------------------------------- EC �4' 2' 5 SERVICE�-E N. / J o TOOL ANAGER wzo5 ® _ N 123 117 N 51 N N �-'� ADS 2A ------------------------- 5 ii ii ii j REQUIRED 1 1 0 D100.2 CHARGING 02 ; : Y4 °' W1Q7 - - 4c�'1 m STATION ;ch D12 .3 - r ... o - -- r O - - - - - - - - - D92�.4 - D115.0 1 W109 z/r0 _ WALL KEY = 1 = Q 06 M 8A 2 - / DRAINLINES-TIE INTO EXIST. 9' 1„ 08 08 O W w U 1'-q" 20'- v 1 0� STORM WATER RETENTION N - O M W Il LID DRAINLINES-TIE INTO EXIST. / SYSTEM AND DAYLIGHT C) i- in 1-- 8 STORM WATER RETENTION / OVERFLOW LINES AT CURB ----------------------1--; A2.1.1---------------- - SYSTEM AND D YLIGHT 3 v 17'-1 /q',' 1. 1 3 OVERFLOW LIN SAT CURB 48'-/2" a oPP/s A8.0 o A8.0 Ofx no BALCONY 51'-6%q" 5 Y ABOVE 4 3 - 14'-3Y'q" A3.0 A3.0 A4.0 INTERNAL DfRAINLINE °N° o o IN COLtMN COVER, o 00 0 -1SERVICE TIE INTO'`EXIST. N N N RECEPTION 1 STORM WATER 114 RETENTION SYSTEM TYPICAL'; 1 TUBE STL COLUMN OPP/SIM. _ A8.0 01 2 OPP/SIM 01 2 A8.0 :10" ------ - A8.0 A8.0 % OUTSIDE FACE OF 7 - - - - - - - - - - 1 - - -- FRAMINGTYP a." 17' 11 /q" w� os w� os 1 T-11 %4" N 17'-1%4" 30'-11%4" CONSTRUCT 1 HR RATED WALL 49'-10 4" AND PARAPET IN ACCORDANCE N IBC SECTION FIRST FLOOR PLAN 50'-Y4" 1 51% MAXIMOUM DE UNPROTECTED 1.1 2 A4.0 OPENINGS- SEE A4.0 SCALE: 1/8"=1'-0" 15,446 GSF WALL LEGEND A3.o 0 2 4 8 16 NEW WALL EXISTING WALL 31 r 1 k architecture I design 5.11.20 31 r I k architecture I design SYMBOL WALL DESCRIPTION DETAIL ON A2.1.1 01 EXTERIOR 8" STEEL STUD WALL #1 INTERIOR 6" STEEL STUD WALL 02 WITH R-21 BATT & R-7 RIGID #2 INSULATION 2A INTERIOR 6" STEEL STUD WALL #2 SIM OINTERIOR 03 3 5/8" STEEL STUD WALL #3 3A INTERIOR 5 1/2" WALL #3 SIM 04 O2 5/8" STEEL STUD CHASE WALL #4 O8" 05 STEEL STUD FURRED WALL #5 5A 1 HOUR SHAFT WALL #5A 06 EXTERIOR WALL WITH AIR GAP AND R-15 BATT INSULATION #6 OEXISTING CONCRETE WALL WITH PLYWOOD AND GWB #7 08 EXISTING WALL TO REMAIN, PATCH AS REQUIRED EXISTING WALL TO REMAIN, 8A WITH EXISTING INSULATION PATCH AS REQUIRED 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail fronk03rkorchitecture.com CONSULTANTS: w U Q w>- rn Q cn Q Z 0 (0 Z Q = � N O >. Cn 00 I JUa UU) � C)0 0 z O �M� N 2 LU FIRST FLOOR PLAN SCALE: 1/8"=1'-0" ISSUE DATE: 1.31.19 REVISIONS: Z� 04.24.19 PERMIT REVISIONS 07.11.19 OWNER REVISIONS 08.23.19 PERMIT REVISIONS 12.06.19 PERMIT REVISIONS A03.20.20 PERMIT REVISIONS 05.14.20 HYUNDAI REVISIONS CONSTRUCTION SET A2. 1 A /27_� A3.0 4 3 TYP @WALL TYP @GRID A3.0 A3.0 3 r �( architecture design O A2.2 A2.2 I I I 265 Winslow Way East Suite 202D O w v v v V v v V w EQ. EQ. 5�-0�� I I I 'I � Bainbridge Island PARTS E� 1 L 120 E� +s, p„ E� RCVG G1 G1 G1 di�� R� I i Washington 98110 Q EQ EQ EQ V - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — E4 w Ea +�' Ea E4 — — — — 102 +8 0' 03 +8 p° — — — — — — — — — — — — — — — —------------------------ — — — — — — — WOMEN M N O G1 G1 G1 OI telephone �Io EQEQ LLI 121 LIU�J 1 +s-o° w i 206 842 1253 O 0 0 (i) --------- n 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 5.11.20 0 2 4 8 16 CEILING FINISH LEGEND DESCRIPTION SYMBOL ACOUSTICAL CEILING TILES - 24"X24" FINISH TBD GYPSUM BOARD CEILING - PAINTED PAINT - COLOR TBD 1 SUBMITTALS* RAVITY AND LATERAL DESIGN _S FOR ALL CEILINGS, SOFFITS, AND -MENTS. ARCHITECT AND ENGINEER BEFORE SUBMITTAL TO BUILDING NT. SUBMITTALS MUST COMPLY WITH DOCUMENT 401 BY NORTHWEST WALL IUREAU. 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 LIGHT FIXTURES & 24"X24" HVAC AIR REGISTERS 3Y A MINIMUM OF (2) HANGERS @ OPPOSITE CORNERS . NOT SUPPORT OTHER ITEMS. 3 CEILING FINISHES SHALL BE INSTALLED TO D. /IRES & COMPRESSION STUDS ARE TO BE PROVIDED .00AL BUILDING DEPARTMENT. )USTICAL CEILING TO COMPLY WITH CURRENT IBC CODE )RDANCE WITH ASTM C 635 & ASTM C 636. T CONFORM TO CISCA RECOMMENDATIONS FOR :3-4. FASTENERS ARE NOT ALLOWED FOR COMPONENT N LOAD APPLICATIONS PER ASCE 7-02 SECTION 9.6.1.6.5. RES TO STRUCTURAL MEMBERS ABOVE WITH HILTI BRAND = ANCHORS Y4' DIA, EMBEDED 1" AND INSTALL PER RUCTIONS. LINGS MUST BE INSTALLED IN ACCORDANCE WITH THE ONS OF THE NORTHWEST WALL AND CEILING BUREAU !FORMATION DOCUMENT. ATTACHED \A/A I I NDED CEILING DETAIL 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 e-mail Fronk@3rkorchitecture.com CONSULTANTS: W U_ rW v 0 Z v W J r� �/ 0 Z FIRST FLOOR REFLECTED CEILING PLAN & DETAILS i W LL U n� O cY) N N SCALE: AS NOTED ISSUE DATE: 1.31.19 U) Z O 0 W REVISIONS:Ai 04.24.19 PERMIT REVISIONS A07.11.19 OWNER REVISIONS A08.23.19 PERMIT REVISIONS 12.06.19 PERMIT REVISIONS 03.20.20 PERMIT REVISIONS 05.14.20 HYUNDAI REVISIONS CONSTRUCTION SET A2.2 v------------- 0 -------------- 0-------------- 0 -------------- n 0 ------------- 2 4 3 A3.0 A3.0 A3.0 O O 4 O O I I, A4.0 I I I I I I N AND SUPPORTING SECOND FLOOR PLAN A4.0 W ACCORDANCE WITH IBC BC ` CODE SECTION 705.11.1 SCALE: 1/8"=1'-0" 3408 SF WALL LEGEND 2 FOR HGT. AND FIRE RATING A3.0 0 2 4 s 16 NEW WALL EXISTING WALL 31 r 1 k architecture I design 5.11.20 31 r I k architecture I design RAIN LEADERS / FROM ROOF / ABOVE IN COLUMN —4/—--------I / I / I rel WALL KEY SYMBOL WALL DESCRIPTION DETAIL ON A2.1.1 01 EXTERIOR 8" STEEL STUD WALL #1 INTERIOR 6" STEEL STUD WALL 02 WITH R-21 BATT & R-7 RIGID #2 INSULATION 8 INTERIOR 6" STEEL STUD WALL #2 SIM 03 INTERIOR 3 5/8" STEEL STUD WALL #3 3A INTERIOR 5 1/2" WALL #3 SIM O04 2 5/8" STEEL STUD CHASE WALL O8" 05 STEEL STUD FURRED WALL #5 5A 1 HOUR SHAFT WALL #5A OEXTERIOR 06 WALL WITH AIR GAP AND R-15 BATT INSULATION #6 OEXISTING CONCRETE WALL WITH PLYWOOD AND GWB #7 08 EXISTING WALL TO REMAIN, PATCH AS REQUIRED EXISTING WALL TO REMAIN, 8A WITH EXISTING INSULATION PATCH AS REQUIRED 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 telephone 206 842 1253 e-mail Fronk@3rkorchitecture.com CONSULTANTS: U) 0 0 W U_ W U) 0 z Q V ) W V ) Q z 1 W H U Q 0 N N SECOND FLOOR PLAN SCALE. 1/8"=1'-0" ISSUE DATE: 1.31.19 • •• •Z REVISIONS:Ai 04.24.19 PERMIT REVISIONS A07.11.19 OWNER REVISIONS A08.23.19 PERMIT REVISIONS 12.06.19 PERMIT REVISIONS A03.20.20 PERMIT REVISIONS A05.14.20 HYUNDAI REVISIONS CONSTRUCTION SET A2.3 4 3 A3.0 TTYP @ WALL 6� TYP @ GRID 3 �r� architecture design 265 Winslow Way East Suite 202D Bainbridge Island Washington 98110 — — — — — — — — — — — — — — — — — — — — — — — — — — — —-------------i-------- -- R — — — — - — 2 Bo �o Bo ao telephone � Bo i` 206 842 1253 O - - - 1 A3.0 0 ----------------- n (i) ----------------- CONT. SCREEN VENT TYPICAL, SEE 3/A3.2 J-BOX FOR DIGITAL DISPLAY TYP. 0 ---------------------------------------------------------------------------- SECOND FLOOR REFLECTED CEILING PLAN SCALE: 1 /8"=1'-0" REFLECTED CEILING PLAN NOTES 0 2 4 8 16 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 5.11.20 ■R■■N■.I ERMI ■=lamWC - e Co •�� ■o I ■�� ■ 0 IS Oil - ■ 204 ■■■■II ■■■■■ ■■■■■. EL— *DEFERRED SUBMITTALS* 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 CONSULTANTS: w U Q w>- rn Q cn Q Z 0 3� (0 Z = � N C:)Q 00 I LLIJUa UU) < r-) � C) 0- Z 0 z 0 O �M� N 2 LU SECOND FLOOR REFLECTED CEILING PLAN & DETAILS SCALE: AS NOTED ISSUE DATE: 1.31.19 REVISIONS: Z� 04.24.19 PERMIT REVISIONS A07.11.19 OWNER REVISIONS A08.23.19 PERMIT REVISIONS 12.06.19 PERMIT REVISIONS 03.20.20 PERMIT REVISIONS 05.14.20 HYUNDAI REVISIONS CONSTRUCTION SET A2.4 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 k a rc h i t e ct u r e 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 PANEL 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: Bainbridge Isl an d w2o7 (2 UNIT) PICTURE 8'-0" x 4'-0" W/ 3'-0" SILL HGT. 2'-6y4" 2'-6y4" I, S-0" POST VIF' VIF w2os (4 UNIT) PICTURE 16'-0" x 4'-0" W/ 3'-0" SILL HGT. Washington 98110 SIM n 5/8" GWB T = TEMPERED SAFETY GLASS wzoo w2o1 ALL SIDES __ A telephone ACM PANEL POLYMER INSTALLED 2 06 84 2 12 53 WALL STRIP ALUM. HEAD BY AGI AND SINGLE GLAZED GLASS 1/2"THK. CAULK Jgxjjjj OINT e-mail MONOLITHIC AND ROD BACKER frank�3rkarchitecture.com TEMP. GLASS CAULK ALUM FRAME o / V� �/ o �_ o JOINT TYP. AND LAMINATED ALUM FRAME 00 > bo ;� oo > bo \ STEEL STUD SAFETY GLASS AND GLASS FRAMING SHIM AT FLOOR FLOOR TILE T T\ T T T T T T T T II \ 5/8" GWB SEE FINISH PLAT` EA. SIDE_L k L ° 3'-Y4" � 3'-0" 2'-9Ya" 2'-9Ya" 2'-9�a" 3'-Ya" 3'-0" 3'-0" 3'-0" 3'-0" D ° VIF VIF VIF VIF VIF VIF VIF VIF VIF DETAIL AT JAMB DETAIL AT HD -SILL D ETAI L AT H D-SILL D ETAI L AT H D-SILL w2o2 SIDE w2o2 w2o2 SIDE RIGHT 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 v � � � � � STUCCO FINISH OVER GYPSUM SUBSTRATE 5'-0" 8'-0" 16'-0" -�\ J MTL. EDGE TRIM \---------------------------- STEEL TUBE ° 8'-0" �, � �, �, SEE STRUCT'L AT BOTTOM W204 W205 W207 W208 v PAINTED FINISH 5/8" GWB WITH OVER EXISTING v ° ACT GEILING 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 ° ° . 1 TYP. v SIZE TO CONCEAL 7/2" °------------------------;---- STL. BASEPLATE W HARDWARE GROUPS 3/8" CAULK ALUM FRAME TAG SIZE, DESCRIPTION DOOR TYPE DOOR FINISH FRAME TYPE FRAME FINISH HARDWARE (1) LOCKED DOORS (3) STOREROOM DOORS JOINT TYP. AND INSULATED AT FLOOR -(3) 1/2 PR BALL BEARING HINGE, US626 -(3) 1/2 PR BALL BEARING HINGE, US626 GLASS v v D102 NOT USED -- -- -- (D -(1) LOCK SET: SCHLAGE ENTRANCE -(1) LOCK SET: SCHLAGE STOREROOM ALUM FRAME LATCH, AL SERIES JUPITER, FIN. 626 LATCH, AL SERIES JUPITER, FIN. 626 AND INSULATED ALUM AND GLASS FRAME LU SARGENT 250 SERIES CLOSER -SILENCERS: IVES SR64 n/ D103 NOT USED -- -- -- -SILENCERS: IVES SR64 IVES 12X34 SS KICKPLATE, PUSH SIDE GLASS p -IVES 12X34 SS KICKPLATE, PUSH SIDE MTL. FLASHING _ �� 5/8" GWB AND Q D104 2'-6" x 7'-0", RIGHT OUT SWING D1 F1 3 0 (2) PRIVACY DOORS (4) UNLOCKED DOORS W 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. Q rn (1) LOCK SET: SCHLAGE PRIVACY -(1) LOCK SET: SCHLAGE PASSAGE ALUM FRAME V WIDTH LATCH, AL SERIES JUPITER, FIN. 626 LATCH, AL SERIES JUPITER, FIN. 626 BACKER ROD 5/8" GWB TYP. -SARGENT 250 SERIES CLOSER -SARGENT 250 SERIES CLOSER AND INSULATED AND 1/2" CAULK ALUM FRAME Q '^ D108 3'-0" X 7'-0", LEFT IN SWING D1 F1 4 F1 D1 SILENCERS: IVES SR64 SILENCERS: IVES SR64 AT SILL Z `1J DOUBLE RABBET PAINT GRADE BIRCH -IVES 12X34 SS KICKPLATE, PUSH SIDE -IVES 12X34 SS KICKPLATE, PUSH SIDE GLASS JOINT TYP. AND INSULATED D109 3'-0" X 7'-0", LEFT OUT SWING D1 F1 1 STEEL FRAME SC SINGLE PANEL GLASS Z 0 STUCCO FINISH D110 2'-6" x 7'-0", LEFT IN SWING D1 F1 3 B B B B FLOOR TILE AT CHAMFER OVER GYPSUM < r I� 0 AT CONC WALL BACKER ROD STL. BASEPLATE V SEE FINISH PLAN SUBSTRATE AND 1/2" CAULK AT FLOOR00 D112 3'-0" x 7'-0", RIGHT IN SWING D1 F1 4 CONC. WALK JOINT TYP. FLOOR TILE ON ♦♦ ^^ TT SLOPE 1/4"/FT PROVIDE DRIVING EXISTING SLAB V J 1 D113 3'-0" x 7'-0", LEFT IN SWING D1 F1 4 MTL. EDGE TRIM SURFACE FLUSH / \ / v AT BOTTOM CONCRETE W / 1 `E IN N t.J D116 3'-0" x 7'-0", LEFT OUT SWING D1 F1 1 / B \ B B \ g �4, - v FINISH PLAN ° SIM SIM / SIM SIM H P _ D ° D v ° ° / \ \ 4 Q v c� III , v v ° D117 3'-0" x 7'-0", LEFT IN SWING D1-* F1 1 0 0 0 / o ° II II ^ V, ^ D118 NOT USED -- -- -- \ /' \ /' ° 4 v ° ° D ° ° D \ v ° ° ° ° D ° ° D v ° v ° ° ♦ ^ D119 3'-0" x 7'-0", LEFT OUT SWING D1 F1 \ / \ ° ° ° V, \ / / ° o ° O Ooo 009 O Ooo RECESS SCORE 1' v v D - * \ ° CCpOo OVO�Oo JOINT AT CONC. ° D ° ° v o0000000 0000� ( ^^ 6 D121 3' 0" 7' 0", IGHT SWAG D1 F1 2 n (l �� Can (�nC (1_i�S� 7) n _ (ZiJD n� i� Q Q I..L Z D122 3'-0" x7'_0", LEFT IN SWING D1-* F1 2 S-0" S-0" 2'-6" 2'_2" 3'_0" D ETAI L AT H EAD-SILL D ETAI L AT H EAD-SILL D ETAI L AT HEAD -SILL z o O D123 3'-0" x 7'-0", LEFT IN SWING D1 F1 3 D105 D108 D113 D112 D121 D110 CC D117 D129 D201 D123 D200 SCALE: 1 1/2"=1'-0" LOW SOFFIT SCALE: 1 1/2"=1'-0" CARPORT EXTERIOR SCALE: 1 1/2"=1'-O CARPORT O G D124 NOT USED -- -- -- D205 D206 D207 D202 D204 N D 122 D 123 D206.2 Q T CV 1 I 1 D125 3'-0" x '-0", L FT IN WING D1 F 3 y LLJJJJ D1 NOT USED -- -- -- B B B B D129 NOT USED -- -- -- D200 3'-0" x 7'-0", RIGHT IN SWING D1 F1 1 \ B B INTERIOR WINDOW D201 3'-0" x 7'-0", LEFT IN SWING D1 F1 4 0. SIM / B SIM \ B SIM / \ SIM TACT RACK (LING & DOOR SCHEDULES D202 3'-0" x 7'-0", RIGHT IN SWING D1 F1 1 0 0 0 \ o �� AND DETAILS D204 3'-0" x 7'-0", RIGHT IN SWING D1 F1 2 / \ "� /" \ / \�J D205 3'-0" x 7'-0", LEFT IN SWING D1 F1 2 6 � X '- /" \ / \ / SCALE: NTS J-BEAD AT ISSUE DATE: 1.31.19 D206.1 6'-0" x 7'-0", DOUBLE IN SWING D1 F1 1 2'-0" 3'-0" 3'-0" 2'-6" 3'-0" 3'-0" I GWB EDGE ALUM FRAME TYP' AND INSULATED D206.2 3'-0" x 7'-0", LEFT IN SWING D1 F1 1 D109 D116 D104 D206.1 BACKER ROD GLASS 1 D119 D126 REVISIONS: 04.24.19 D207 3'-0" x 7'-0", LEFT IN SWING D1 F1 1 D125 AND 1/2" CAULK JOINT TYP. PERMIT REVISIONS T W E M ST ET ODE EQ IRE NT FOR CC SS B DIS BU 7/2 * = MAXIMUM U U 3 07.11.19 T = TEMPERED SAFETY GLASS OWNER REVISIONS CONCEALED DOOR 5/8" GWB TYP. CLOSER FLUSH AT AT CEIING HDR. GWB WALL /3\ 08.23.19 CEILING TYP. �„ 4, ' ALUM FRAME BACKER ROD AND INSULATED PERMIT REVISIONS AND 1/2" CAULK GLASS JOINT TYP. 7/2 FLOOR TILE- SEE 4 12.06.19 1/2" MONOLITHIC STEEL DOOR 3/4" CHAMFER FINISH PLAN PERMIT REVISIONS TEMPERED GLASS FRAME AT CONC WALL MASTIC AND FREE SWINGING BOND BREAKER 5 FLOOR FINISH FLOOR PIVOT CONC. WALK 03.20.20 AT CONC SLAB SEE FINISH PLAN SLOPE 1/4- = PERMIT REVISIONS WOOD DOOR — — v v 4 o p° 6 TYP. WOOD DOOR v ° III ° ° v 05.14.20 ° D ° v v III v ° ° ° HYUNDAI REVISIONS v ° .. 7 0 4 4 v III v D ETAI ° H H EAD- AM B D ETAI D-!IRTAIN LL CONSTRUCTION SET L AT EAD J L AT H EA SCALE11/2"=1'-0"SCALE: 1 1/2"=1'-O TYP. WALL A5.1 0 31 r 1 k architecture design 5.11.20 ACT CEILING SEE A2.4 b 2 HD/SILL W207 A5.1 SIM 0 M RETURN AIR GRILLE '� OPEN CUSTOMER WAITING SHOWROOM ELEV. - WEST SCALE: 1/4"=1'-0" PARTS STORAGE VINYL A5.1 W 03 / STRIPE 202 OPEN OPEN OPEN CUSTOMER WAITING HALL TO STAIRS SALES MANAGERS MANAGER'S OFFICE SERVICE ADVISORS SERVICE ADVISORS ELEV. - NORT OFFICE REST ROOM /ERLOOI, ___7--- H CASHIER CUSTOMER WAITING SERVICE ADVISORS (3 CUSTOMER WAITING ELEV. -EAST PARTS STORAGE / \ OPE OF EN \ 0- MEN'S ROOM WOMEN'S ROOM -� CUSTOMER WAITING ELEV. - SOUTH G SCALE: 1/4;'=T-0" 1 16 7 8 30 36" 14 24" 2i4 41 2 38 M M 9 10 36 3513413 14 5 11 12 37 � 0 \ RETURN AIR GRILL / HALL CUSTOMER WAITING RETAIL PARTS CASHIER WATER CUSTOMER WAITING ELEV. - NORTH 6 1 1617 1 8 1301 41" 12" 42" 2 f 41 I c Cl) 42" 6 60�2 18 6 R'M. OMEN RES E L E_V OMEN RESTR'M. ELEV. 8 S ALE- 1/4"=1'-0" SOUTH ALE- 1/4"=1'-0" 0 31 r 1 k architecture design .II.20 WEST/MEN'S NORTH SIM 0 60 f11A10 IAIAI I COFFEE BAR GARAVENTA XPRESS II INCLINED STAIR CHAIR LIFT AT BOTTOM LANDING O'X50" CL R OF EXISTING STAIR LOOR SPA E T STAIR LANDING 7C L AP Fib RI 30" 1 'a0 3 1 r I k architecture I design 265 Winslow Way East XPRESS II i mmAoae p nr rvpnwersrstem Suite 202D DD x ft °m is .Fold ldown seat wRh seat belt :. '---- ch �c ormree ataaaam planorm- '' a sme lode plareerm mr inaeail c' w"" `°"fine°1 Bain bridge Island passenger9ra6rai dpaH°rmnperm°"r°raadea 1 1/2" DIA. PTD. S •••••• D"derpiatrpr phst mg arity 0 HANDRAIL 34"- 8' FF °1e °"a'r . ttu°ant iremo[e lmnhol i° WITH 11" ExTE fo;dd9e=°wparr°rmeees Washington 9 8110 PAST LAST RI S oa�orn folas 1—mark iW lr left g p GARAVENTA XPRESS II - INCLINED STAIR CHAIR LIFT AT TOP OF EX'TG. STAIR 1 1/2" DIA. PTD. STL. 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ArchitectsrO fronk�3rkorchitecture com Dri.Sy�em°`,°�o,`°o =5H°p°D"ealdn.ec°r-peen°n w °m lest Delivery Time: standard—d ms arrow ror rast aenvery tins - 0 filocksd Contact us today phone 4 0422 Toel Free: 663 6556 ec once ara..enca Liftenran�e w h sae. www.garaveatlln.c°m CHAIR LIFT PARTIAL PLAN AT STAIR SCALE: 1/4"=1'-0" SHOWROOM SHOWROOM ELEV. - SOUTH 4 SCALE:1/4"=1'-0" SCALE: 1/4"=1'-0" 28Y4° 15" 7 L 13018 17 16 1 17 16 11 41 13018 14 36 37 39 2 24 ® 40 — I v co v 8 co i - 0 O< M 38 ; i� a > OJ 12 N 5 4 3 34 35 9 10 36 °' BENEATHCE 11 12137 LAVATORY 6 6 EN RESTR'M. ELEV. MEN RESTR'M. ELEV. 1 O S ALE: 1/4"=1'-0" SOUTH CALE- 1/4"=1'-0" WEST/ WMN EAST SIM 42X60 ;42X70 42X60; 54X60 54X60 7X60 ,60D 60X60 30X48O(48 30X48; 6 D 0 -- -------- 0 J 6 CH RESTROOM PLAN 7 SC LE: 3/8"=1'-0" ACCESSIBILITY CLEARANCES CONSULTANTS: w U Q w 0)>- Q cn Q Z 0 3� (0 Z Q = � N O 00 I LL,JUa Y) U) UU) < 0 � C)0 0 z O �M� N 2 LU INTERIOR ELEVATIONS SCALE: 1/4"=1'-0" ISSUE DATE: 1.31.19 REVISIONS: Z� 04.24.19 PERMIT REVISIONS 07.11.19 OWNER REVISIONS 0 08.23.19 PERMIT REVISIONS 12.06.19 PERMIT REVISIONS 5 03.20.20 PERMIT REVISIONS 05.14.20 HYUNDAI REVISIONS CONSTRUCTION SET A6.0