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APPROVED PLN ENG BLD BLD2024-0800+Plan_Set+6.17.2024_10.32.08_AM+4326298ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND REGULATIONS. 2. CONTRACTOR $HALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BID TO DETERMINE THE EXTENT OF WORK, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BIDDING. 3, ALLEXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTORS OPERATIONS SHALL BE PATCHED OR REPAIRED TO MATCH THE EXISTING ADJACENT MATERIALS, SO THAT THE REPAIR IS IMPERCEPTIBLE. 4. DURING THE COURSE OF CONSTRUCTION, IF THE CONTRACTOR UNCOVERS ANY CODE VIOLATION KNOWN TO HIM OR ANY DISCREPANCY WITH THE DESIGN, CONTRACTOR SHALL NOTFYTHE ARCHITECTOF SUCH IMMEDIATELY. 5. CONTRACTOR SHALL ASSEMBLE AND INSTALL MATERIALS PRODUCTS IN STRICTACCORDANCE WITH THE MANUPS RECOMMENDATIONS AND INDUSTRIAUASSOCIATON STANDARDS. 6. CONTACT ARCHITECT AND COORDINATE WITH TENANT ANY ADDITIONAL SPECIFICATIONS NOT SPECIFIED HEREIN ANDIORCLARIFICATIONS REGARDING THE CONTRACT DOCUMENTS. 7. NO CURRENT SURVEY WAS PERFORMED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE TOPOGRAPHIC INFORMATION. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION. STRUCTURES SHALL BE BORNE BY THE CONTRACTOR. ADDITIONALLY, THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IF ANY ERRORS OR DISCREPANCIES ARE FOUND ON THE CONSTRUCTION DOCUMENTS (PSBE), WHICH NEGATIVELY IMPACT THE PROJECT. THE ENGINEER AND OWNER SHALL BE INDEMNIFIED OF PROBLEMSANDIOR COST WHICH MAV RESULT FROM THE CONTRACTORS FAILURE TO NOTIFY THE ENGINEER AND OWNER. B. IT IS STRONGLY RECOMMENDEDTHAT NO CONTRACTUAL AGREEMENT OF ANY KIND BE SIGNED PRIOR TO RECEIVING AND THOROUGHLY REVIEWING ALL APPROVALS FROM ALL OF THE REGULATORY AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. BASES, ANCHOR BUM, CONDUIT, AND WIRING FOR ALL SIGNS ARE BY THE GENE RPL CONTRACTOR. 3. EXISTING MENU BOARDS AND PRE- SALE BOARDS TO BE REMOVED FROM BASES, REMOVED FROM SITE, AND DISPOSED UNLESS DIRECTED BY BAILIWICK 1. CON TRACTOR IS RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT UMITEDTO: DRAINAGE,UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 2. ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH SITE WORK SPECIFICATIONS. 3. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATON ANDTRENCHING PROCEDURE. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, OR OTHER MEANS OF PROTECTION, INCLUDING BUT IS NOT LIMITED TO, ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE PUBLIC DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO: CONSTRUCTION FENCING, BARRICADES, SIGNAGE, ETC. 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND NOTIFYING THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION. 6. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. REMOVE EXISTING MENU BOARDS PER SITE NOTES. INSTALL NEW MENU BOARDS AND CONNECT TO EXISTING CONDUIT AND WIRING, REFERTO APPROVED PLANS MUST BE APPLICABLE BUILDING CODE: 2021 INTERNATIONAL BUILDING CODE WITH WASHINGTON AMENDMENTS APPLICABLE ELECTRICAL CODE. 2020 NEC WIWASHINGTON USE GROUP: AMENDMENTS A2-ASSEMBLY BUILDING DEPARTMENT PHONE NO: 4Z5H771-0 0 EXISTING SIGNAGE AREA TO BE REMOVED: 42.00 SO FT NEW SIGNAGE ARM TO BE ADDED: 29.89 SO FT PROJECTADDRESS: 9801 EDMONDS WAY, EDMONDS, WA 980M No Commercial sign shall be illuminated after 11:00 T,y p.m. unless the commercial enterprise is open for business and then may remain on only as long as the enterprise is open aDAPPROVED BY PLANNING NORTH 1Qa� Ju109 2024 z� se 1 b PRE -BROWSE TWO PANEL MENU BOARD SIDE VIEW 9.92 So FT 19.97 SO FT NEW MENU BOARDS AND PRE -BROWSE BOARDS NOTTOSCALE PRE -BROWSE MENU BOARD 12.00 SO FT 32.00 SO FT EXISTING SIGNAGE BOARDS TO BE REMOVED NOT TO SCALE ENGINEERING DIVISION APP,P,ROVED. 07/04/2024 City Of Edmonds Building Department ------------- Work (2) SIGNS ------------- ------------------------------- Address: 9801 EDMONDS WAY --------------- --------------------------------_ Owner; STARBUCKS Approved Date', 0fff 8+1-70 Building Official',EYLCG Coal e-_ Permit Number R 1^, //�1/�1 //� 1/�1 �/�(1/�11/�1 `---BLD2024-080 Y-------- H; 70�2'1 FROM MA N BOAR TOCENTEROFDTWNDO III__ ''•'�1100 I10, w"A V ...I� EXISTING OVERALL SITE PLAN 0SCALE:P 2VOC' IIANID NOTES RECEIVED Jun 17 2024 DEVELOPMENT SERVICES DEPARTMENT I OEXISTING MENU BOARDIPRE BROWSE TO BE REMOVED. SEE SITE NOTE 43. EXISTING DIGITAL ORDER SCREEN WI SPEAKER POSTICANOPYTOREMAIN 1. INTENT OF DESIGN: DISCONNECT POWER AND DATA FEEDS FROM EXISTING MENU BOARDS AND PRE -SALE BOARDS, REMOVE AND DISPOSE. 2, CONTRACTORS PRE TO INSTALL NEW CONDUIT, ELECTRICAL WIRE AND DATA CABLE. EXISTING DIGITAL ORDER SCREEN WITH SPEAKER AND CANOPY TO O REMAIN NEW DOUBLE PANEL OUTDOOR DIGITAL MENU BOARD 3, NOTEDCIRCUIT NUMBERS DERIVED FROM EXISTING PANEL DIRECTORYINSERTS, CONTRACTOR TO FIELD VERIFY AND UTILIZE EXISTING BRANCH CIRCUITS FEEDING THE DOUBLEPANEL MENU BOARD. REFER TO STRUCTURAL SHEET FOR 3 ❑ FOOTING INFORMATION. NEWSINGLE PANELOUTDOORDIGITALPRE,SALE PRIMARY(BRANCH CIRCUIT ()AND SECONDARY (BRANCH CIRCUIT2) MENU BOARDS AND PRE -BROWSE BOARDS. SINGLE PANEL MENU BOARD. REFERTO STRUCTURAL SHEET FOR ® FOOTING INFORMATION. BOARD EXISTING MENU BOARDS TO BE REMOVED �- � ¢"3 MAIN BOARD PB BOARD 4. COORDINATE ALL CONDUIT AND CIRCUITING SIZE REQUIREMENTS WITH MANUFACTURERS INSTALL REQUIREMENTS B. ALLNEW D EQUAXESIHANDHOLDS SHALL BEAMINIMUM OF TIER SpUAZITES BOX OR PROVIDE DEDICATED 7. PROVIDETOBE NEUTRAL NEC TACIRCUITS, NO SHARED NETHUNDER STREETS, ACED RKING LOTS BLE300.5 DEPTH ATALLIN. OTHERLOCA ER STREETS, ]. CONDUIDRIVEWTTO AND DRIVEWAYS, AND PARKING LOTS AND 18' MIN DEPTH ATALL OTHER LOCATIONS. ❑S EXISTING CLEFANCE BARTO REMAIWBE REMOVED © CONNECT NEW MI TO EXISTING POWER FROM PRBlA0U5 BOARDS ENLARGED DEMOLITION PLAN 0SCALE', 114'=1'-0' NORTH [NLHKb[U SCALE: II4'=V NORTH INOTE TO GC: IF EXISTING CONDITIONS PREVENT MENU BOARD PLACEMENTS TO ADHERE TO GIVEN SPECS, SEE ALTERNATE SITE PLAN PROVIDED. r L 2EEN WI )PY MENUBOARD ENLARGED ALTERNATE SITE PLAN UTILITY PLANS NOT TO SCALE C1.1 RECEIVED Jun 17 2024 DEVELOPMENT SERVICES DEPARTMENT 7 NOTE: EXISTINGCONDUIT SHALL BE CUT ABOVE AND BELOW FOOLING. h CAP BOTH ENDS AND FILL WITH GROUT. SIGNAGE FRAME, SEE TYPICAL COORD. W/ SUPPLIER SIGNAGE FRAME, CONN. DETAIL b COORD. W/SUPPLIER - BASE PLATE PROVIDED = CONN. DETAIL BY SIGN MANUF. -_ BASE PLATE PROVIDED FINISH GRADE, COORD. BY SIGN MANUF. W/ CIVIL DWGS. FINISH GRADE, COORD. W/ CIVIL DWGS. :�%���j\/� j�/�\\f%• (4)�"'O ALLTHREAD7? u EPDXY ANCHOR BOLTS W/ SIMPSON SET-3G (4) %'0 ALL -THREAD EPDXY ANCHOR BOLTS EPO%Y OR APPROVED W/ SIMPSON SET-3G EQUAL MIN. EMBED. = EPDXY OR APPROVED I2' INTO EXIST. PIER RUN. EQUAL, MIN. EMBED. _ REMOVE EXIST. BASE 17INTO EXIST. PIER FDN. EXIST. REINF. TO REMAIN PLATE AND CUT OFF EXIST. CONC. PIER TO EXIST. ANCHOR BOLTS ABOVE EXIST. EXIST. REINF. TO REMAIN REMAIN CONC. PIER FNDN. EXIST.PIER i0 REMAIN PRE -BROWSE BOARD FOUNDATION SECTIONS F" V-7 NOTE: *DIMENSIONS SHALL BE VERIFIED WITH SIGN (2) HEAVY "HEX FRAME AND BASE PLATE PRIOR TO CONCRETE PLACEMENT. TOP NUT (GALV.) ='XYa" HEAVY ELECT. CONDUIT, CUTOFF STEEL PLATE -� ABV. CONC. PIER FNDN. AND WASHERS OR FILL W/ GROUT AND CAP Z OxYi THK. WASHER (GALV.) - I HEAVY HEX i _ LEVELING NUT (GALV.) _ o I I �"O ALL -THREAD EXIST. PIER FNDN., RODS IGALV.) SEE SEC IO EQ. EQ. B ADHESIVE ANCHOR NOTE: IF BOLTS ARE CUT, A, AT ACTOR SHALLCUTBOTSTOAROIDR BOLT DETAIL GALVANIZING SPRAY AT CUT BOLTS TO AVOID RUSTING. NOT TO SCALE TYPICAL ANCHOR BOLT PATTERN NOT TO SCALE TIGHTEN TOP NUTSY, TURN BEYOND HAND -TIGHT - - (TURN OFNUTMETHOD) I `1 (MIN 60°, MAX 80') O FLAT WASHERS I I O I a I � I -A I LEVELING 1 I NUT NOTE: THE DI STANCE FROM THE TOP OF THE FOUNDATION TO THE BOTTOM OF THE BASE PLATE SHALL BE NO GREATER THAN 1YF. TYPICAL SIGN BASE PLATE DETAIL NOT TO SCALE MENU BOARD Epoxy anchors shall be inspected. Request inspection after holes have been drilled, brushed and blown. Epoxy to be onsite at the time of inspection. NOTE: COORDINATECONDUIT PLACEMENT INSIDE SIGN BASE PRIOR TO CONCRETE PLACEMENT. 8' (4) SLOTTED BOLT HOLES (COORD. W/ SIGN PROVIDER) COORD, HOLE IN Y" STEEL BASE BASE PLATE W/ PLATE PER ELECT. CONDUITS MANUF. (COORD. W/ SIGN PROVIDER) TYPICAL CONNECTION DETAIL NOT TO SCALE STEEL NOTES: I. REINFORCEMENT: GRADE 60. 2. ALL HARDWARE SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. 3. ANCHOR RODS,NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER. COORDINATE WITH MANUFACTURER. A. THREADED RODS: ASTM F1554, GRADE 36 B. PLATE WASHERS: ASTM A 36 C. WASHERS: ASTM F-436 D. NUTS: A563DH OR AI94-211 4. ALL HARDWARE SHALL BE GALVANIZED, HOT -DIP GALVANIZED, ZINC PLATED OR MECHANICALLY GALVANIZED. 5, ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE- 6 . FIELD HEATING TO BEND STEEL SHALL NOT BE ALLOWED. 7. AP PLY COLD GALVANIZING TO CUT BOLT ENDS. 8. CONTRACTOR(INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. 9. STRUCTURAL SIGN FRAME AND BASE PLATE DETAILS ARE PROVIDED BY SIGN MANUFACTURER. COORDINATE ALL ATTACHMENTS OF SIGN WITH MANUFACTURER. REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION. GENERAL NOTES: 1. THE FOLLOWING CODES WERE USED IN DESIGN: 2021 WASHINGTON STATE BUILDING CODE, IBC 2021 AND ASCE-7 (2016). 2. STRUCTURAL LOADINGS: WIND: WIND (3 SECOND GUST)...........................................V., = 10D MPH V.D = 78 MPH ti - EXPOSURE........................................................................... C RISK CATEGORY ........... .............. II wa WIND BASE SHEAR.......................................................V, = 370 LBS (PRE -BROWSE BOARD) Vp=690 LBS (MENU BOARD) SEISMIC: m SEISMIC IMPORTANCE FACTOR(Ie) ................................ 1.0 MAPPED SPECTRAL RESPONSE ACCELERATIONS..Ss.......1.287g S0.453g DESIGN SPECTRAL RESPONSE ACCELERATIONS 1.030g a Soi......0.558g SITE CLASS..............................................RY.............................D w SEISMIC DESIGN CATEGORY........(C,)...............................0. � SEISMIC RESPONSE COEFFICIENT(Cs)....._....................... 0.294 COMPONENT RESPONSE MODIFICATION FACTOR (W)..0.5 SEISMIC DESIGN FORCE(Fp)..............................................0. 11 KIPS (PRE -BROWSE BOARD( 0.22 KIPS (MENU BOARD( FROST DEPTH...............................................................................1'-0" 3. ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE. 4. PRESUMPTIVE MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE (So) OF 100 PSF. CONTRACTOR SHALL CONFIRM AN ALLOWABLE BEARING PRESSURE (SeI OF I SOO PSI. ALLOWABLE BEARING PRESSURE SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONCRETE PLACEMENT. AN 5. FOUNDATION SHALL NOT BE PLACED ON OR AT THE TOP OF A SLOPE EXCEEDING 3: I WITHOUT EVALUATION BY A 131i PROFESSIONAL LICENSED IN THAT STATE. DO NOT PLACE FOUNDATION IN FILL MATERIAL. Ch 6. DEPTH OF PIER FOUNDATIONS MAYBE LOWERED IF NEEDED TO OBTAIN LOCAL FROST DEPTH ELEVATIONS OR IF (757�', REQUIRED DUE TO POOR SOIL CONDITIONS. VERIFY FROST DEPTH ELEVATIONS WITH LOCAL CODE OFFICIAL. 7. ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS AND CONTRACTOR (INSTALLER( SHALL COORDINATE PLACEMENT TO MAINTAIN 2' CLEAR TO ANCHOR BOLTS. 07i� 8. COORDINATE LOCATIONS OF SIGNS AND FOUNDATIONS WITH SITE PLAN. 9. CONTRACTOR SHALL CUT EXCESS SONOTUBE FROM AROUND THE PERIMETER OF THE PIER FOUNDATION AFTER PLACEMENT OF BOARD (PRIOR TO LEAVING SITE). 10. CONTRACTOR SHALL NOT DEVIATE FROM STRUCTURAL DRAWING WITHOUT PRIOR WRITTEN CONSENT AND INSTRUCTIONS REGARDING ANY CHANGE TO THE CONTRACT DRAWINGS. ANY DEVIATION FROM THIS DESIGN OR FROM ANY PART OF THIS DRAWING WITHOUT PRIOR W RRTEN CONSENT OF THIS ENGINEER SHALL VOID ALL LIABILRY ASSOCIATED WITH THIS WORK. EQUIRED FOR THESE SIGN FOUN DATIONS. CONCRETE NOT ES: ITS 1. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL TOR) UNLESS NOTE FILL CO LSE. CONTRACTOR MAXIMUM DRY DENSITY AS PER FASTMIRM D698UNDISTURBED (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. CONTRACTOR SHALL CONFIRM SOIL CAPACITY PRIOR TO CONCRETE PLACEMENT. 2. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. VERIFY WITH LOCAL BUILDING OFFICIAL. 3. TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. 4. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 301'STRUCTURAL CONCRETE FOR /7n BUILDINGS" AND ACI 318 "BUILDING CODE REQUIREMENTS TOR REINFORCED CONCRETE." �JU 5. ALL CAST -IN -PLACE CONCRETE SHALL ATTAIN AN ULTIMATE COMPRESSIVE STRENGTH (Id OF 3000 PSI AT AN AGE OF 28 DAYS UNLESS OTHERWISE NOTED. `.!+ 6. ALL REINFORCING STEEL SHALL BE ASTM A 615, GRADE 60 DEFORMED BARS, UNLESS OTHERWISE NOTED. 7. CONCRETE PROTECTION FOR REINFORCING AS WELL AS PLACING AND FABRICATION OF REINFORCING SHALL BE- INACCORDANCE WITH THE'THE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS- (ACI 318). NJ ; 8. ALL CAST -IN -PLACE CONCRETE SHALL BE AIR -ENTRAINED TO 6%(J,%%).WATER/CEMENT RATIO SHALL NOT EXCEED Q �� 0.48. 9. THE MINIMUM CONCRETE COVER FOR THE PROTECTION OF REINFORCEMENT SHALL BE AS NOTED. o 10. BEFORE PLACING CONCRETE, ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED, AND MAINTAINED SECURELY IN PLACE. NO "WET SETING" IS ALLOWED. e o 11. AGGREGATES IN NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C�33(HARDROCK). w 12. PORTLAND CEMENT SHALL BE TYPE II FOR ALL CONCRETE CONFORMING TO ASTM CI 50, LOW ALKALI. 13. FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 CLASS NOR F MAY BE USED AS A PARTIAL CEMENT UP TO A MAXIMUM OF ONTOTAL O WEIGHT IF SUBSTITUTION FOR PROPOR I DEIGN THE MIX DESIGN IS PROPORTIONED PER RACTOR SHALL FORWARD N SECTION 5.3. CONTRACTOR SHALL FORWARD DESIGN MIX TO OF RE. ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. 14. CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C94. 15. DO NOT USE ANY CONCRETE OR GROUT CONTAINING PRE -SELL I MENU CHLORIDES. WATER USED IN MIX SHALL BE CLEAN AND POTABLE. Robert SRobert Wl�<er PE SEPE SE BOARD FOUNDATIONS S1.0 s eoN�cou4 aPoaxa a RECEIVED Jun 17 2024 DEVELOPMENT SERVVIICES DEPARTMENT