Loading...
APPROVED BLD2021-0952+Architectural_Plan+7.8.2021_1.23.52_PM+22902092.5 3.2 AR= DR PROJECT INFORMATION: CODE INFORMATION: SITE ADDRESS- 152 3RD AVE. S. JURISDICTION: CITY OF EDMONDS EDMOMDS, WA 98020 BUILDING CODE: 2018 IBC PARCEL NUMBER: 00813900000100 ZONING: BD4 - DOWNTOWN MIXED RESIDENTIAL LEGAL DESCRIPTION: (UN-SPRINKLERED) BEGINNING AT THE NORTHWEST CORNER OF THE OCCUPANT LOAD: BASEMENT 66 THIRD AND DAYTON STREET IN THE CITY OF FIRST FLOOR 102 EDMONDS, SNOHOMISH COUNTY, WASHINGTON; SECOND FLOOR 46 THENCE NORTHERLY ALONG THE WESTERLY LINE OF TOTAL 214 THE THIRD STREET 120 FEET; THENCE WESTERLY 119 FEET; THENCE SOUTH 120 FEET; THENCE EASTERLY EXISTING BUILDING AREA SUMMARY: 119 FEET TO THE POINT OF BEGINNING. SITUATE IN EXISTING BASEMENT: 14,208 sf THE COUNTY OF SNOHOMISH, STATE OF EXISTING FIRST FLOOR: 13,490 sf WASHINGTON. EXISTING SECOND FLOOR: 13,047 sf TOTAL EXISTING BUILDING AREA: 40,745 sf SECTION/TOWNSHIP/RANGE: 23 / 27N / 3E HEATING / VENTILLATION / AIR -CONDITIONING - AUTHORITY HAVING JURISDICTION: CITY OF EDMONDS (NO CHANGE THIS PERMIT) PARKING: EXISTING BASEMENT PARKING GARAGE: CONSTRUCTION TYPES & OCCUPANCIES: 32 STALLS (NO CHANGE THIS PERMIT) BASEMENT: Type 1 B Group S-2 (INCLUDES ACCESSIBLE STALL) FIRST FLOOR: Type VA Group B TRASH / RECYCLING: SECOND FLOOR: Type VA Group R-2, Group B EXISTING ENCLOSURE NEAR GARAGE ENTRANCE @ GARAGE LEVEL (NO CHANGE AREA OF IMPROVEMENTS: THIS PERMIT) FIRST FLOOR - SUITE 107: PLUMBING FIXTURE REQUIREMENTS: INCREASED BY 100 SF FOR A TOTAL OF 816 SF NO CHANGES TO EXISTING CODE COMPLIANT BUILDING AREAS FIRST FLOOR - SUITE 105: REDUCED BY 100 SF FOR A TOTAL OF 1,223 SF SEPARATE PERMITS: 1. STATE ELECTRICAL PERMIT 2. FIRE ALARM ALTERATION (IF REQUIRED) D D 0 H-j L_[E-, "MK 0 L-i LH_j (D) W I F, ---I L GENERAL NOTES: SYMBOLS LEGEND: VICINITY MAP: 1. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL THERMOSTATS WITH ASSOCIATED MECHANICAL SYSTEMS AND VENTING PRIOR TO THE START OF CONSTRUCTION. REVISE / ADD THERMOSTAT ZONES AS REQUIRED FOR AIR DISTRIBUTION. RE -LOCATE MECHANICAL SUPPLY AND RETURNS AS REQUIRED. PROJECT TEAM: OWNER: ARCHITECT: Ratelco Properties Corp. Hutteball & Oremus Architecture, Inc. 152 3rd Ave. S., Suite 202 4010 Lake Washington Blvd. NE, Suite 320 Edmonds, WA 98020 Kirkland, WA 98033 Scott Johnson, Site Coordinator Matt Christensen, Architect scottlCub, rate Icop roperties.com mchristensenp_hoarch.com (425) 672-9700 Kevin Oremus, Principal Architect (425) 672-9797 Fax koremus(a),hoarch.com (425) 828-8948 (425) 828-9067 Fax DRAWING INDEX: ARCHITECTURAL G0.00 COVER SHEET, GENERAL INFORMATION & CODE SUMMARY A1.00 ENLARGED FLOOR PLAN & REFLECTED CEILING PLAN A2.00 DETAILS & GENERAL NOTES :CUPANT LOAD SYMBOL ROOM NAME/OCCUPANCY SUITE 10� 816 ROOM AREA (SQ FT) 100/8-q*—OCCUPANT LOAD OCCUPANT LOAD FACTOR NSO = NOT SIMULTANEOUSLY OCCUPIED - - - - - - - - - ONE HOUR RATED CORRIDOR 12 OCCUPANCY LOAD AND DIRECTION Approved by Fire 08/03/2021 AFM �_/-FGtterer Separate permit for any fire alarm alterations A B C D E F A B C D E F PROPERTY LINE, TYP (E) EXHAUST FAN II II i NSO 33" P I 11 - - - - - - - - - - 32�?�18 Ub DN - 0 I II DECK , . - 1.3 58, I I I EXIT 8 32 (E) PARKING SPACES GARAGE D I 3 464 S J ITE 104 , Q 200/3 SUITE 102 547 W II Ili 100/5 2,400 � wo 100/24 ]1 1 I I I V) II SUITE 106 71 1,388 GARAGE C ❑ • 11 432 �I�Jii 100/14 3 14 32, (E) CUST 200/3 2.6 11 SUITE 108 5 NSO 8 (E) WOME 'S • ' � RESTRO M GARAGE E 100/6 (E)ELEV 602 -------------- -------- NSO (E)ELEV 1 10,803 MECH----�--- 6— — r-- n 200/55 L�IIi ROOOM r (E) STOR I - L_8 ❑ ILI ILI�_IIi 33 I DECK NSO V KITCHE _ , ® ® 32 - 41' 9 9 ENTRY, Ii i I 1100/3 - ' 9 1 I I 'I----- 1 11 1 11 A1.00 I I a.zo1L 3 E. 1 GARAGE B ❑Ii 4.3 I 432 1 11 200/3 I SUITE 105 1,223 — 4.3 11 I 100/13 (E) TRASH & GARAGE A 1� RECYCLE 200/2 1 11 � 11 I 1 5 0Lj❑ ❑ it— — — — — — — — — — — PROPERTY ❑❑� LINE, TYP i J11 TO GARAGE AREA OF IMPROVEMENT: BELOW EXPANSION OF SUITE 107 DAYTON STREET INTO SUITE 105 FOR A 100 SF OFFICE PARKING GARAGE FLOOR PLAN (NO CHANGE) U) c� PEDESTRIAN ACCESS ---------- --� v W E MEN' 8 32' ESTRO M NSO ❑ ❑❑• TE 03B ---- �I 77 SUITE 101 100 - 1,454 100/15 UP' (E) STOR Y J NSO Q Lu F- ' 32 J w z o g u1 0_ EXIT SIDEWALK SIDEWALK ❑❑❑ ❑❑❑ • • (E) PLANTER 0 DAYTON STREET SITE PLAN / FIRST FLOOR PLAN ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE D Lu Z W Q 2 ci PUGET SOUND z 99 Q M� SST cc > U5 212 ST. SW. a DAYTON ST. ' � Q G' EXIT 220 PL. SW. 220 ST. SW. #179 PROJECT SITE: 152 3rd Ave. S. Edmonds, WA 98020 1-5 0 UNIT D �, 0 1 2,040 0 PATIO 300/7 ❑o --- o LJ PATIO 0 •LJ 0 - 7 o 00 I ❑ 0— ° - o --- O nn ° I I . A O 0 7 APPROVED PLANS M ON JO �C7 0 SUITE 201 PATIO PATIO 790 ❑ 100/8 4 UNIT C 0 ; 2,002 300/7 0 y� (E) UPFN X: u nIL �l UNIT B 0 ' 2,002 0 300/7 e --- 0 DD O PATIO ❑ �L J PATIO 0 7 0 ° U O 2.3 — 3.3 ❑ - o --- O LJLJ 4.3 I 0 0 ,DN SUITE 202 7 5 1,045 ` - ' 100/10 LJ PATIO o UNIT A 2,035 cit o n d [1HBui1dtjlrig 300/7 Department Work REMODEL Address 152 3RD AVE S 107 Owner UST BE Approved Date HARBORVIEW PLAZA Building Official Erg'at C2r B SITE Permit Number BLD2021-0952 �EC ON D FLOO�RP LAN (NO CHANGE) 11. HUTTEBALL 10, #OREMUS architecture 4010 LAKE WASHINGTON BLVD NE SUITE 320 KIRKLAND, WA 98033 425.828.8948 HOARCH.COM ARCHITECT STAMP REGISTERED ARCHITECT � 7080 Krrin So Oremus STATE OF �IASHINGTON CONSULTANT STAMP PROJECT INFORMATION Harbor View Plaza Tenant Improvement - Suite 107 152 3rd Ave North Edmonds, WA 98020 Ratelco Properties CONSTRUCTION TYPE ------------ OCCUPANCY GROUP :-_ __ __ __ -- OCCUPANT LOAD . .._.. ' RECEIVED Jul 09 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 7/8/2021 PERMIT SET PERMIT SET 7/8/2021 PROJECT NUMBER: 2107 SHEET NAME COVER SHEET, GENERAL INFORMATION & CODE SUMMARY SHEET NUMBER G0m00 SCALE: 1/16" = V-0" SCALE: 1/16" = V-0" SCALE: 1/16" = V-0" PATIO O ix - - FEXrF] - RECEPTION C=P OFFICE 1 I - - 0 SUIT : : : ; 2♦ O 0 ������� . ; I OFFICE 2 I 107 OFFI E 3 I CONFERENCE ROOM I h V\-0 I I SIJITE Al I 105 I I I I I I � 1 I 0 01 0 I O FIRST FLOOR PLAN - SUITE 105 & 107Tir�2 FIRST FLOOR REFLECTED CEILING PLAN - SUITE 105 & 107 T�r SCALE: 1/4" = 1'-0" k't' SCALE: 1/4" = 1'-0" kd�' .551 HUTTEBALL' •OAEarcIYIUS II 4010 LAKE WASHINGTON BLVD NE SUITE 320 KIRKLAND, WA 98033 425.828.8948 HOARCH.COM ARCHITECT STAMP REGISTERED ARCHITECT 1007080 Kevin S. Oremus STATE OF WASHINGTON CONSULTANT STAMP PROJECT INFORMATION Harbor View Plaza Tenant Improvement - Suite 107 152 3rd Ave North Edmonds, WA 98020 Ratelco Properties RECEIVED Jul 09 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1/8/2021 PERMIT SET PERMIT SET 7/8/2021 PROJECT NUMBER: 2107 SHEET NAME ENLARGED FLOOR PLAN & REFLECTED CEILING PLAN SHEET NUMBER Al mOO w W > J w COMPRESSION STRUT - PROVIDE MINIMUM OF 1 STRUT FOR EACH 144 SF OF CEILING AREA AND LOCATE AT A MAXIMUM OF 12'-0" OC EA WAY AND WITHIN 6'-0" OF WALL SPLAY WIRE SECURED TO STRUCTURE - RUN @ 45° DIAGONAL TO HORIZONTAL PLANE OF CEILING AND VERTICAL AXIS OF STRUT AND AT 45° DIAGONAL TO SUSPENSION SYSTEM CROSS TEE MAIN TEE NOTE: ACOUSTICAL PANEL CEILING SUSPENSION SYSTEM SHALL BE INSTALLED IN ACCORDANCE W/ THE PROVISIONS OF ASTM C 635 & ASTM C 636 APCSS SEISMIC BRACING DETAIL - TYP SCALE: 3/4" = 1'-0" (A KICKERS, STAGGERED @ 48" OC, SCREWED INTO TOP PLATE AND SHOT INTO EXISTING DECK ABOVE. IN ADDITION TO 48" OC, INSTALL AT ALL CORNERS AND STRIKE SIDE OF DOOR OPENINGS RUBBER BASE, BOTH SIDES, TYPICAL EXISTING STRUCTURE ABOVE EXISTING ACOUSTICAL PANEL CEILING—, NEW ACOUSTICAL PANEL CEILING PANELS AND SUSPENSION SYSTEM (INCLUDING EDGE MOLDING & RUNNERS) AS NECESSARY �,_��4" NON LOAD BEARING METAL STUD PARTITION, WITH 5/8" GYPSUM BOARD TYPE "X" ON BOTH SIDES AND SOUND ATTENUATION BLANKETS -FULL HEIGHT. EXISTING FLOOR STRUCTURE — TYPICAL SECTION @ PARTITION WALL SCALE: 3/4" = 1'-0" STRUCTURE ABOVE 12 GA HANGER WIRE @ 4'-0" OC EACH WAY MAX ACOUSICAL PANEL CEILING SUSPENSION SYSTEM ACOUSTICAL PANEL CEILING a. F— C7 Z U) X W U Q HEAD / JAMB DETAIL SCALE: 3" = 1'-0" GYPSUM BOARD HEADER HARDWOOD TRIM SHIM 1X HARDWOOD TRIM JAMB - WIDTH AS REQUIRED FOR WALL WIDTH FLUSH WOOD DOOR - MATCH EXISTING HARDWOOD TRIM DOOR STOP EXISTING. HEAD / JAMB / SILL DETAIL SCALE: 3" = 1'4' woci'M BOARD LOW, TYP AINATED ." ... STOP, TYP ON BOTH SIDES TYP 7 A2.00 FINISH FLOOR DOOR & DOOR FRAME TYPES SCALE: 1/4" = 1'-0" BUILDING NAME AND NUMBER IF REQUIRED--- CL - 0 � in CDM �c CLOSER WHERE REQUIRED VIEWER PANEL IF PROVIDED LEVER HANDLE EXCEPT WHERE EXIT DEVICE OR PUSH / PULL PLATES ARE USED KICK PLATE OR FLUSH PANEL © INTERIOR DOOR ELEVATION REQUIRED INTERIOR CIRCULATION AREA LATCH & CLOSER WD.118"Q5" TYP LI-- LINO REQUIRED EXTERIOR CIRCULATION AREA 60" MIN ADA @ INTERIOR DOOR PLAN 7 A2.00 DOOR WIDTH MATCH EXISTING, TYP Xv Z = W U 0- 0 O O NOTE: DOOR HARDWARE TO MATCH EXISTING. 1/2" MINIMUM THRESHOLD HEIGHT @ INTERIOR DOOR SECTION 4" M I ADA REQUIRED INTERIOR CLR CIRCULATION AREA 4' 0" MIN ADA Z- r - p 2" 32" MIN CLR 00 z 4 LATCH & CLOSER �o Q Q 18" D 5" TYP LINO LI-- REQUIRED EXTERIOR CIRCULATION AREA 60" MIN ADA O INTERIOR DOOR PLAN ACCESSIBILITY STANDARDS SCALE: 1/8" = 1'4' NOTES: 12 A2.00 MATCH CONF ROOM 2 O O W U Z w W w LL Z O U TYP 12 A2.00 12 A2.00 RELITE FRAME TYPES SCALE: 1/4" = 1'-0" ALL INTERIOR DOORS REQUIRED TO BE HANDICAPPED ACCESSIBLE, SHALL MEET THE MINIMUM STANDARDS OF THIS SUBSECTION. DOORS SHOWN IN CONTRACT DOCUMENTS WHICH DO NOT CONFORM, SHALL BE REVISED TO MEET THESE STANDARDS AT NO ADDITIONAL COST TO THE OWNER. GENERAL NOTES: 1. CONSTRUCTION OF THIS PROJECT SHALL BE IN COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF THE GOVERNING JURISDICTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK. DO NOT RESTRICT ACCESS TO THE PROPERTY MAINTAIN ACCESSIBILITY ACCESS TO DOORS. GENERAL CONTRACTOR SHALL COORDINATE WITH OWNER FOR TIMING OF WORK AND DELIVERIES. DISPOSE OF ALL WASTE. LEAVE NO WASTE ON THE SITE AT ANY TIME. LOCK UP AND CONTAIN ALL TOOLS AND MATERIALS AT THE END OF WORKING HOURS. NO CONTRACTOR ACTIVITIES SHALL COMPROMISE THE SECURITY OF THE FACILITY. STORE MATERIALS AND PARK VEHICLES ONLY IN LOCATIONS APPROVED BY THE OWNER REPRESENTATIVE. 3. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ADJACENT SURFACES AND FINISHES, AND SHALL REPAIR SUCH DAMAGE AT CONTRACTORS EXPENSE. 4. WORKMANSHIP SHALL BE FIRST CLASS AND TO ACCEPTED STANDARDS RECOGNIZED WITHIN EACH SPECIALTY OR TRADE. 5. SCHEDULE AND RECEIVE APPROVAL FROM GOVERNING JURISDICTION FOR ALL UTILITY INTERRUPTIONS A MINIMUM OF ONE WEEK (7 DAYS) IN ADVANCE OF NEEDED DATE. 6. ALL PENETRATIONS OF FIRE RESISTIVE WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UNDERWRITERS LABORATORIES' LISTINGS FOR THROUGH PENETRATION FIRE STOP SYSTEM. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS OF EACH PENETRATION WHICH SHOW COMPLIANCE TO THE U.L. LISTING TO THE ARCHITECT AND SUCH DRAWINGS SHALL BE AVAILABLE TO THE SUPERVISING INSPECTOR. 7. DO NOT SCALE DRAWINGS. 8. DIMENSIONS ARE TO FACE OF FRAMING TYPICAL. DIMENSIONS AT COUNTER TOP ELEVATIONS ARE TO FACE OF FINISH, UNO. 9. CUT EXISTING CONSTRUCTION WHERE NEEDED TO PROVIDE FOR INSTALLATION OF OTHER COMPONENTS. SUBSEQUENTLY RESTORE EXPOSED FINISHES OF PATCHED AREAS & EXTEND FINISH RESTORATION INTO ADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF PATCHING. WHERE PATCHING OCCURS IN A SMOOTH PAINTED SURFACE, EXTEND FINAL PAINT COAT OVER ENTIRE UNBROKEN SURFACE CONTAINING THE PATCH. HUTTEBALL IP, -POREMUS10 architecture 4010 LAKE WASHINGTON BLVD NE SUITE 320 KIRKLAND, WA 98033 425.828.8948 HOARCH.COM ARCHITECT STAMP REGISTERED f�— Kevin S. Oremus STATE OF WASHINGTON CONSULTANT STAMP PROJECT INFORMATION Harbor View Plaza Tenant Improvement - Suite 107 152 3rd Ave North Edmonds, WA 98020 Ratelco Properties RECEIVED Jul 09 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1/8/2021 PERMIT SET PERMIT SET 7/8/2021 PROJECT NUMBER: 2107 SHEET NAME DETAILS & GENERAL NOTES SHEET NUMBER A100