Loading...
HomeMy WebLinkAboutREDLINED UPDATED PLANS - 23-00396 - Starbucks - New Commercial Bldg - Shell OnlyAuthor Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Description : Starbucks - New Commercial Bldg - Shell Only Address : 1050 Golden Beauty Dr Application Type : Document Filename : 2023.07.21-Rexburg Starbucks-City Response-Arch.pdf Array Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Revisions Required Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments G001 Free Text Cody Jones : Building Open 1 Envelope COMM check not attached. # 23-00396 New Commercial Building Please digitally re-submit all pages of the plan set in response to requested revisions for our next review cycle, with noted items resolved. Report Date: 08.01.2023 Approval of plans does not constitute approval of variance from code Page 1 of 1 Powered by TCPDF (www.tcpdf.org) 1. GENERAL CONTRACTOR SHALL VISIT THE SITE, REVIEW THE BUILDING SHELL DRAWINGS AS SUBMITTED BY ARCHITECT, AND BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. 2. GENERAL CONTRACTOR SHALL CONSULT WITH ARCHITECT TO RESOLVE ANY CHANGES, OMISSIONS, OR PLAN DISCREPANCIES PRIOR TO BIDDING OR CONSTRUCTION. 3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE, AND FEDERAL CODES AND ORDINANCES. 4. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES. 5. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY OTHER TRADES, AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF FRAMING UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. DO NOT SCALE DRAWINGS. 6. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS, OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF THE WORK. 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FOR FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OF SUCH SYSTEMS. 8. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS SET SHALL BE A PART OF THE GENERAL CONTRACTOR’S “STORE CLOSE-OUT PACKAGE” AS DESCRIBED IN THE CONSTRUCTION MANAGEMENT AGREEMENT. 9. FOR THE PURPOSE OF THE DOCUMENTS, TO “INSTALL”, SHALL MEAN TO PROVIDE ALL FASTENERS, MISCELLANEOUS HARDWARE, BLOCKING, ELECTRICAL CONNECTIONS, PLUMBING CONNECTIONS, AND OTHER ITEMS REQUIRED FOR A COMPLETE AND OPERATION INSTALLATION, UNLESS OTHERWISE NOTED. 10. ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT. 11. REFER TO ITEM CUTSHEETS FOR ADDITIONAL INFORMATION. GENERAL NOTES OWNER JET REAL ESTATE DEVELOPMENT-SBR, LLC 2280 E. 14TH N. AMMON, ID 83401 CONTACT: ERIC WALL EMAIL: eric@cscid.com LANDSCAPE STACK ROCK GROUP 404 S 8TH ST #154 BOISE, ID 83702 PHONE: (208) 345 - 0500 CONTACT: DARIAN WESTRICK EMAIL: darian@stackrockgroup.com CIVIL ENGINEER J-U-B ENGINEERS, INC. 2760 W. EXCURSION LN, STE 400 MERIDIAN, ID 83642 PHONE: (208) 376-7330 CONTACT: WENDY SHRIEF EMAIL: wshrief@jub.com STRUCTURAL ENGINEER VECTOR STRUCTURAL ENGINEERING, LLC 651 WEST GALINA PARK BLVD. STE 101 DRAPER, UT 84020 PHONE: (801) 990-1775 CONTACT: RUSSELL IRION EMAIL: ririon@vectros.com ARCHITECT THE RICHARDSON DESIGN PARTNERSHIP 510 SOUTH 600 EAST SALT LAKE CITY, UT 84102 PHONE: (801) 355-6868 CONTACT: Adam Ford EMAIL: aford@trdp.com MECHANICAL/PLUMBING ENGINEER SPECTRUM ENGINEERS 310 SOUTH STATE STREET, SUITE 400 SALT LAKE CITY, UT 84111 PHONE: (801) 328-5151 CONTACT: JAMIE MCCULLOUGH EMAIL: mm@spectrum-engineers.com ELECTRICAL ENGINEER SPECTRUM ENGINEERS 310 SOUTH STATE STREET, SUITE 400 SALT LAKE CITY, UT 84111 PHONE: (801) 328-5151 CONTACT: DAVID HINCKLEY EMAIL: dgh@spectrum-engineers.com CONTRACTOR PROJECT CONTACTS 3PL THIRD PARTY LOGISTICS A/C AIR CONDITIONING ACT ACOUSTICAL CEILING TILE ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AMP AMPERE ARCH ARCHITECT BOH BACK OF HOUSE CAB CABINET CL CENTER LINE CLG CEILING CM CONSTRUCTION MANAGER CTR CENTER CX COMMISSIONING CXA COMMISSIONING AGENT DEG DEGREE DET DETAIL DIA DIAMETER DIM DIMENSION DM DESIGN MANAGER DN DOWN EA EACH EL ELEVATION EQ EQUAL EXIST EXISTING EXT EXTERIOR FF&E "FURNITURE, FIXTURE, AND EQUIPMENT" FIO FURNISHED AND INSTALLED BY OWNER FLR FLOOR FOH FRONT OF HOUSE FT FOOT/FEET G GROUND GC GENERAL CONTRACTOR HC HOLLOW CORE HDW HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC "HEATING, VENTILATING, AND AIR CONDITIONING" ID INSIDE DIAMETER LL LANDLORD MAX MAXIMUM MEP "MECHANICAL, ELECTRICAL, AND PLUMBING" MFR MANUFACTURER MIN MINIMUM NIC NOT IN CONTRACT NL NIGHT LIGHT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED OF/OI OWNER FURNISHED/OWNER INSTALLED PD PRODUCTION DESIGNER PLC PLACE PM PROJECT MANAGER R RADIUS RCM RENOVATIONS CONSTRUCTION MANAGER REF REFERENCE REQ(‘D) REQUIRE(D) REV REVISION RND ROUND SB STARBUCKS SC SOLID CORE SF SQUARE FEET SHT SHEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE TEMP TEMPORARY TYP TYPICAL UON UNLESS OTHERWISE NOTED VD VENDOR DIRECT VERT VERTICAL VIF VERIFY IN FIELD WRB WEATHER RESISTIVE BARRIER ABBREVIATIONS PROJECT DESCRIPTION: NEW SINGLE-STORY FREESTANDING BUILDING WITH DRIVE-THRU ZONING:BC (COMMUNITY BUSINESS) TYPE OF USE: COFFEE SHOP TYPE OF OCCUPANCY:A-2 TYPE OF CONSTRUCTION: V-B NON-SPRINKLERED FUTURE OCCUPANCY LOAD:RETAIL: 62 S.F. / 60 = 2 CAFE / SEATING: 613 S.F. / 15 = 41 BEVERAGE / PREP: 455 S.F. / 150 = 4 WORK AREA: 868 S.F. / 300 = 3 TOTAL OCCUPANCY: 50 EXITS REQUIRED:2 EXITS EXITS PROVIDED: 3 EXITS TOTAL SQUARE FOOTAGE:2,493 S.F. SITE AREA: 34,986 S.F. BUILDING HEIGHT: 22'-6" MAXIMUM BUILDING HEIGHT ALLOWED: 40'-0" STORIES:1 STORY MAXIMUM STORIES ALLOWED:1 STORIES CLIMATE ZONE: 6B REQUIRED FIRE RESISTANCE ON EXTERIOR WALLS: 0 HOURS REQUIRED OPENING PROTECTION: UNPROTECTED, NONSPRINKLERED (IBC TABLE 705.8) FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: 0 HOURS (ALL WALLS & ROOF) SPECIAL INSPECTIONS: SEE SHEET S-100 TOTAL NUMBER OF PARKING STALLS: 23 TOTAL NUMBER OF ADA PARKING STALLS:2 PAVED PARKING SQ.FT.:12,360 SQ. FT. LANDSCAPING AREA: 12,544 SQ. FT. SITE AND OCCUPANCY 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2017 IDAHO STATE PLUMBING CODE 2017 NATIONAL ELECTRICAL CODE 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2018 INTERNATIONAL FIRE CODE (IFC) 2009 ICC/ANSI 117.1 ACCESSIBLE USABLE BUILDINGS AND FACILITIES - 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL FUEL GAS CODE FIRE DEPARTMENT INSPECTIONS: ALL FIRE DEPARTMENT INSPECTIONS, EXCEPT FIRE ALARM INSPECTIONS, REQUIRE 24-HOUR NOTICE. INSPECTIONS MAY BE SCHEDULED MONDAY-FRIDAY FROM 7:30AM-5:00PM. PLEASE CALL 208-468-5770 FOR AN APPOINTMENT. FIRE DEPARTMENT ACCESS: ALL DESIGNED ROADWAYS INCLUDING CURB AND GUTTERS SHALL BE INSTALLED TO SPECIFIC PLAN SPECIFICATIONS (ROAD WIDTH AND COMPACTION) ROADS SHALL BE BROUGHT UP TO SUB-GRADE MINUS ASPHALT. ACCESS SHALL BE MAINTAINED DURING INCLEMENT WEATHER. A PLAN SHALL BE IN PLACE FOR SNOW REMOVAL, ADDITIONAL AGGREGATE MATERIAL SHALL BE BROUGHT IN TO MAINTAIN ROADS WHEN NECESSARY. WATER LINES AND FIRE HYDRANTS SHALL BE INSTALLED APPROVED AND OPERATIONAL. REQUIRED TO MINIMIZE ACCESS INTERRUPTION. VALVE BOXES AND MANHOLE COVERS LOCATED IN ACCESS ROADWAYS SHALL BE MAINTAINED AT GRADE LEVEL DURING CONSTRUCTION. THIS IS TO ELIMINATE THE POSSIBILITY OF DAMAGE TO EMERGENCY VEHICLES. STAGING OF BUILDING MATERIALS SHALL NOT BE LOCATED IN DESIGNED ACCESS ROADWAYS OR IN FRONT OF FIRE PROTECTION EQUIPMENT. CODE INFORMATION PXXX-ES XXXXX X' XX"X XXXXX N NORTH ARROW X'-XX" AFF EXTERIOR ELEVATION INTERIOR ELEVATION SECTION CALLOUT DETAIL CALLOUT REVISION TAG DATUM POINT PAINT TAG DESIGN ID TAG DOOR/WINDOW TAG ABOVE FINISHED FLOOR HEIGHT TAG (IMPERIAL) DIMENSION LINE FROM FINISH FACE TO FINISH FACE REVISION CLOUD XX WALL TYPE TAG XX KEYNOTE TAG SYMBOLS LEGEND THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 2 8 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t G0 0 1 CO V E R S H E E T 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET V I C I N I T Y M A P PROJECT LOCATION STARBUCKS REXBURG IDAHO 06.12.2023 SHEET INDEX SHEET NUMBER SHEET NAME CURRENT REVISION CURRENT REVISION DATE CURRENT REVISION DESCRIPTION GENERAL G001 COVER SHEET ARCHITECTURAL SITE AS101 OVERALL ARCHITECTURAL SITE PLAN AS501 SITE DETAILS AS503 TRASH ENCLOSURE AS504 TRASH ENCLOSURE DETAILS ARCHITECTURAL A100 FOOTING AND FOUNDATION PLAN A101 MAIN LEVEL FLOOR PLAN A111 MAIN LEVEL REFLECTED CEILING PLAN A121 ROOF PLAN A200 EXTERIOR ELEVATIONS A201 COLORED ELEVATIONS A301 BUILDING SECTIONS A302 WALL SECTIONS A501 EXTERIOR DETAILS A502 EXTERIOR DETAILS A551 TYPICAL ADA / ANSI DETAILS A552 TYPICAL ADA / ANSI DETAILS A553 TYPICAL ADA / ANSI DETAILS A554 TYPICAL ADA / ANSI DETAILS A600 FLASHING DETAILS A601 DOOR & WINDOW SCHEDULE STRUCTURAL S1 STRUCTURAL GENERAL NOTES S1.1 STANDARD DETAILS AND SCHEDULES S2 FOUNDATION & SHEAR WALL PLAN S3 ROOF FRAMING PLAN S4 TRASH ENCLOSURE PLANS S5 MISC. SITE ELEMENTS SD-1 STRUCTURAL DETAILS SD-2 STRUCTURAL DETAILS MECHANICAL M001 MECHANICAL COVER SHEET M101 LEVEL 1 MECHANICAL PLAN M105 ROOF MECHANICAL PLAN M501 MECHANICAL DETAILS M601 MECHANICAL SCHEDULES PLUMBING P001 PLUMBING COVER SHEET P100 UNDERGROUND PLUMBING PLAN P201 LEVEL 1 PLUMBING PLAN P202 ROOF PLUMBING PLAN P501 PLUMBING DETAILS P601 PLUMBING SCHEDULES ELECTRICAL E001 ELECTRICAL COVER SHEET E101 MAIN LEVEL POWER PLAN E111 MAIN LEVEL LIGHTING PLAN E121 ROOF POWER PLAN E601 ONE-LINE DIAGRAM E602 LIGHTING SCHEDULES AND DETAILS E603 EQUIPMENT AND PANEL SCHEDULES E701 TYPICAL MOUNTING DETAILS ES101 ELECTRICAL SITE PLAN US 20 UNIVERSITY BLVD UNIVERSITY BLVD VOLM OSS RD REV. DATE DESCRIPTION 07/21/23 CITY COMMENTS 1 Envelope COMM check not attached. EMPLOYEE PATH TO TRASH 4 6 13 U N I V E R S I T Y B L V D GOLDEN BEAUTY DR E A S E M E N T 1 0 '-0 " E A S E M E N T10'-0 " E A S E M E N T24'-0 " E A S E M E N T 1 0 ' - 0 " EASEMENT 15'.- 0" ADA ACCESS FROM PUBLIC SIDE WALK E X I S T I N G I R R I G A T I O N D I T C H A201 4 R 25' - 0"R 3 7' - 0 " R 21' - 9 57/256" R 3 3' - 9 5 7/2 5 6" STARBUCKS 2,493 SQ. FT. PATIO 425 SQ. FT. 46 17 37 37 22 22 22 17 17 17 35 10 10 3 22 22 22 22 22 42 42 41 47 47 47 45 13 13 13 30 15 16 12 12 12 TYP. 9'-2" 9'-2" 8'-0" 9'-2" TYP. 9'-2" TYP. 9'-2" 5 6 43 48 48 4 4 44 7 10 8 10 9 10 44 39 24 23 26 25 21 21 21 1818 18 18 18 2 1 1 1 19 28 28 AS503 1 32'-10 1/8" R 3 7' - 0" R 25' - 0" A A6018 A601 5 14 14 THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 2 3 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t AS 1 0 1 OV E R A L L AR C H I T E C T U R A L S I T E PL A N 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1" = 10'-0"AS101 OVERALL ARCHITECTURAL SITE PLAN1 1. PROPERTY LINE 2. PROPOSED BUILDING 3. NEW TRASH ENCLOSURE, SEE SHEETS AS503 & AS504 4. TWO SIDED ILLUMINATED DIRECTIONAL SIGN. SEE DETAIL 6/AS501 5. "THANK YOU / DO NOT ENTER" SIGN. SEE DETAIL 5/AS501 6. HEIGHT CLEARANCE BAR. SEE DETAIL 2/AS501 7. PRE-ORDER MENU BOARD SEE DETAIL 3 & 4/AS501. 8. DIGITAL ORDER SCREEN WITH CANOPY. SEE DETAIL 9/AS501 9. NEW 5-PANEL MENU BOARD FOOTING. SEE DETAIL 10/AS501 10. NEW BOLLARD. SEE DETAIL 7 & 8/AS501 11. NOT USED 12. CURB RAMP. SEE CIVIL DRAWINGS 13. METAL AWNING 14. METAL TRELLIS 15. VAN ACCESSIBLE PARKING STALL, PAINT STRIPING YELLOW 16. ADA ACCESS AISLE 17. STANDARD PARKING, TYP. PAINT STRIPING YELLOW 18. CONCRETE SIDEWALK, SEE CIVIL FOR SLOPE. 19. DRIVE-THRU WINDOW, SEE DETAILS 1/AS501 20. LIGHT POLE, SEE ELECTRICAL DRAWINGS 21. NEW 6" CURB, SEE CIVIL 22. LANDSCAPED AREA, SEE LANDSCAPE PLANS 23. PATIO SCREEN RAIL ELEMENT BETWEEN PATIO AND DRIVE THRU LANE -SEE DETAIL 15/AS501 24. ELECTRICAL METER LOCATION, SEE ELECTRICAL 25. BIKE RACK, VICTOR STANLEY TYPE BRCS-103. INSTALL PER MANUF. SPECS 26. CONCRETE PATIO SEATING AREA 27. FROST PROOF WALL HYDRANT -SEE PLUMBING DWGS. 28. ACCESSIBLE PARKING SIGN, SEE DETAIL 14/AS501 29. LOCKABLE, FREEZE PROOF HOSE BIB 30. WHEEL STOP 31. GAS METER, SEE MECHANICAL 32. NOT USED 33. NOT USED 34. POTENTIAL TRANSFORMER LOCATION, COORDINATE WITH POWER COMPANY 35. 6" THICK CONCRETE PAVING TO EXTEND 12 FT FROM FRONT EDGE OF ENCLOSURE TOWARDS HAULER ACCESS POINT. 36. WATER METER LOCATION, SEE MECHANICAL 37. WALKWAY STRIPING 38. NOT USED 39. WELCOME SIGN 40. NOT USED 41. EXIT WAYFINDING GRAPHIC ARROW, SEE DETAIL 13/AS501. 42. DOUBLE WAYFINDING GRAPHIC ARROW, SEE DETAIL 11/AS501. 43. WAYFINDING GRAPHIC ARROW -SINGLE, SEE DETAIL 12/AS501. 44. MONUMENT SIGN BY OTHERS 45. VEHICLE DETECTION LOOP BY OTHERS 46. ASPHALT PARKING LOT, SEE CIVIL 47. CONCRETE DRIVE THRU LANE, SEE CIVIL 48. EXPANSION JOINT AT CONCRETE DRIVE THRU LANE AND ASPHALT PARKING LOT, SEE CIVIL A. REFER TO EXTERIOR ELEVATIONS ON SHEET A200 FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. B. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION, AND MONITORS COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS. C. SEE CIVIL DRAWINGS FOR SITE IMPROVEMENTS. REFER TO THIS SHEET FOR DRIVE-THRU MENU BOARDS, DIRECTIONAL SIGNAGE, AND SITE SIGNAGE. D. GENERAL CONTRACTOR TO APPLY CONCRETE SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES/ E. CURB RAMP REQUIREMENTS: COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP SHALL NOT STEEPER THAN 1:20. WHERE SIDES ARE PROVIDED AT THE CURB RAMPS, CURB RAMP FLARES SHALL NOT BE STEEPER THAN 1:10. CURB RAMPS SHALL BE 36 INCHES MIN. IN WIDTH, EXCLUSIVE OF FLARED SIDES. LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING SHALL BE 36 INCHES MIN. THE CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, LEADING TO THE LANDING. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. F.LANDINGS AT DOORS AND CROSS SLOPE OF SIDEWALKS NOT TO EXCEED 2%. SITE PLAN GENERAL NOTES SHEET NOTES n o r t REV. DATE DESCRIPTION 07/21/23 CITY COMMENTS 1 SEE PLAN 14" MAXIMUM 12" MINIMUM CONCRETE CURB CONCRETE INFILL AT WINDOW BUMP-OUT SEE PLAN 1' - 6" BOLLARD PLAN VIEW ELEVATION VIEW NON-ILLUMINATED BOLLARD 3' - 0" INTERIOR FINISH GRADE EXTERIOR FINISH GRADE AIR CURTAIN SLIDE WINDOW PER PLAN DETECTOR LOOP EDGE CENTERED ON SPEAKER POST 2" BELOW FINAL GRADE IN CONDUIT OR SAW CUT. ROUTE (1) CONDUIT TO DRIVE THRU POS AND TERMINATE NEAR TIMER SIGNAL PROCESSOR (TSP). VERIFY NO METAL IN SLAP WITHIN 3" OF LOOP SIDE WINDOW PER PLAN WINDOW PER PLAN CE N T E R L I N E BU M P - O U T 1' - 0" SIGN 14106 WITH BASE AND PLATE COVER (BY STARBUCKS) FINISH GRADE CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS (1) CONDUIT ROUTE TO SIGNAGE POWER OUTLINE OF MENU BOARD 14120 CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS EDGE OF CONCRETE CURB 20'-0" TO CENTERLINE OF ORDER POINT 4' - 6" 3' - 0" 30° CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS FINISH GRADE SIGN 14120 WITH BASE AND PLATE COVER (BY STARBUCKS) FINISH GRADE SIGN 14091 WITH BASE AND PLATE COVER (BY STARBUCKS) CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS FINISH GRADE SIGN 14091 WITH BASE AND PLATE COVER (BY STARBUCKS) CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS 3' - 10" 1 1/2" 2' - 1"2' - 1" 3' - 10" 1 1/2" 1 1/2" 3' - 10" 2' - 2" CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS FINISH GRADE SIGN 14327 WITH BASE AND PLATE COVER (STARBUCKS) SEE STRUCTURAL DRAWINGS DRAWINGS SEE STRUCTURAL 2' - 6" CONCRETE DOME 6" ROUND STEEL PIPE PAINTED, COLOR PER OWNER SEALANT FINISH PAVING SURFACE CONCRETE FILLED 1 1/2" 2' - 10" 5" NON-ILLUMINATED BOLLARD 14103 FINISH GRADE CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS 2' - 6"4' - 0"7' - 3"20° 36" X 36" MIN. CLEAR AREA FOR CONTROL BOX (2) CONDUIT FROM CONTROL BOX, ROUTE TO DRIVE THRU WINDOW (1) CONDUIT FROM CONTROL BOX, ROUTE TO ELECTRICAL PANEL (1) CONDUIT, STUBUP BETWEEN CANOPY MESH AND BACKSIDE OF DOS FOR CANOPY UPLIGHT, ROUTE TO SIGNAGE POWER OUTLINE OF DIGITAL ORDER SCREEN CONTROL BOX ON CONCRETE FOOTING NON-ILLUMINATED BOLLARD 1' - 0" 16' - 4" MINIMUM CLEAR AREA 2' - 11" CLEAR 1 ' - 0" MIN. OUTLINE OF MENU BOARD CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS (1) CONDUIT, ROUTE TO ELECTRICAL PANEL CLEAR AREA 4' - 3" MIN. CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS OUTLINE OF DIGITAL ORDER SCREEN EDGE OF CONCRETE CURB CONDUIT TO CONTROL BOX DETECTOR LOOP EDGE CENTERED ON SPEAKER POST 2" BELOW FINAL GRADE IN CONDUIT OR SAWCUT. VERIFY NO METAL IN SLAB WITHIN 36" OF LOOP. CANOPY ABOVE 1' - 11" 1 1/2" FINISH GRADE CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS SIGN 14119 WITH BASE AND PLATE COVER (BY STARBUCKS) 5' - 7" 9' - 0" 1' - 6"1' - 6" 1' - 4" 1' - 4" 1' - 4" 1' - 4" 4 2 ° OPTIONAL SEAM WHITE: 14324 GREEN: 14323 OPTIONAL SEAM 1' - 6"1' - 6" 1' - 4" 1' - 4" 4 2 ° 14101 1' - 0" 3" 2' - 0" 2' - 0" 5' - 0" 2' - 3"2' - 3" 4 2 ° 14095 VAN ACCESSIBLE ROUND ALL CORNERS 8"X9" HI. 22 GA ENAMELED STEEL SIGN W/WHITE IMAGE ON BLUE BACKGROUND 2 3/8" DIA. GALVANIZED STEEL PIPE SET IN CONCRETE FOOTING 12" SQ. CONCRETE FOOTING TOP OF SIDEWALK CAP (2) GALV. THRU BOLTS SECTION 60 " 2 4 " 1 1 / 2 " 2" PARKING PERMIT REQUIRED $100.00 VIOLATION FINE 5'-0" MAX POST SPAN 3" O.C. TYP. TOP RAIL BOTTOM RAIL 3 1/2" FINISHED FLOOR 3/4" SQUARE SPREADER PICKET 1/8" SS CABLE A A SECTION A-A 3/8" SS WEDGE ANCHOR THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 2 4 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t AS 5 0 1 SI T E D E T A I L S 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/4" = 1'-0"AS501 DRIVE THRU WINDOW BUMP-OUT1 SCALE:1/2" = 1'-0"AS501 DTE - CLEARANCE BAR2 SCALE:1/2" = 1'-0"AS501 DTE - PRE-MENU 30 DEG3 SCALE:1/2" = 1'-0"AS501 DTE - PRE-MENU FREESTANDING4 SCALE:1/2" = 1'-0"AS501 DTE - THANK YOU/DO NOT ENTER SIGN5 SCALE:1/2" = 1'-0"AS501 DTE - DIRECTIONAL SIGN - ENTRY6 SCALE:3/4" = 1'-0"AS501 SITE - BOLLARD DETAIL7 SCALE:3/4" = 1'-0"AS501 DTE - NON-ILLUMINATED BOLLARD8 SCALE:1/2" = 1'-0"AS501 5 PANEL 20 DEG DT MENU BOARD, ORDER SCREEN WITH CANOPY10 SCALE:1/2" = 1'-0"AS501 DTE - MENU 5 PANEL FREESTANDING9 SCALE:3/4" = 1'-0"AS501 DTE - WAYFINDING GRAPHIC ARROW - DOUBLE12 SCALE:3/4" = 1'-0"AS501 DTE - WAYFINDING GRAPHIC ARROW - SINGLE11 SCALE:3/4" = 1'-0"AS501 DTE - WAYFINDING GRAPHIC ARROW - EXIT13 SCALE:1" = 1'-0"AS501 ACCESSIBLE PARKING SIGN14 SCALE:1/2" = 1'-0"AS501 PATIO RAILING15 REV. DATE DESCRIPTION 1' - 0" 8' - 8" 8' - 8" 1' - 0" LIGHT FIXTURE POLE. MOUNT TO TOP OF ENCLOSURE WALL WITH MASONRY FASTENER 4X4 DOWNSPOUT CONNECTED TO DRAINAGE SYSTEM 8" CMU BLOCK WALL CONTINUOUS CONCRETE FOOTING, SEE STRUCTURAL 6" HIGH WHEEL STOP CONTINOUS ON 3 SIDES 6" THICK CONCRETE SLAB 6" STEEL POST, FASTEN TO FOOTING BELOW PROVIDE LOCKABLE, FREEZE PROOF HOSE BIB 6" THICK CONCRETE APRON PER CIVIL DETAILS 6" STEEL BOLLARD, SEE DETAIL 4/AS504 GATE SWING MIN 115° AND MAX 120° 8" 1' - 6" 12' - 0" 8" 8' - 2" 8" 8" 8' - 2" 18' - 0" CLEAR 10' - 2" 9' - 0" CLEAR 1/4" SLOPE LED LIGHT FIXTURE 19' - 4" AS504 2 1 AS504 20' - 0" 10' - 10" 3" GALVANIZED N-DECKING SOLAR PANEL: MOUNT TO ROOF AND SEAL ALL ROOF PENETRATIONS. GC TO POSITION TO ENSURE MAX. SOLAR GAIN RUN CABLE FROM SOLAR PANEL TO UNDERSIDE OF LID FOR WALL MOUNTED LED LIGHT FIXTURE BELOW 24 GA. METAL GUTTER (BELOW) 7 AS504 7 AS504 6 AS504 FINISH GRADE 4X4 DOWNSPOUT CONNECTED TO DRAINAGE SYSTEM DRAWINGS SEE STRUCTURAL 7' - 6" 2' - 0" 1' - 0" METAL ROOF; FINISH TO MATCH BUILDING CANOPY 2" CMU CAP 8" CMU BLOCK WALL BOLLARD; PAINT TO MATCH CMU WALL BOLLARD FOOTING CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS SOLAR LIGHT FIXTURE; POLE MOUNT ON TOP OF ENCLOSURE WALL GALVANIZED LOCKABLE SLIDE BOLT 11' - 0" BOLLARD; PAINT TO MATCH CMU WALL (2) HEAVY DUTY CANE BOLTS SEE DETAIL 3/AS504 FINISH GRADE CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS BOLLARD FOOTINGBOLLARD FOOTING CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS BOLLARD; PAINT TO MATCH CMU WALL 8" CMU BLOCK WALL GALVANIZED LOCKABLE SLIDE BOLT 2" CMU WAP 1' - 0" 2' - 0" 7' - 6" CORRUGATED METAL DOORS, FINISH TO MATCH BUILDING CANOPY 6" GALVANIZED STEEL TUB; TOP SEAL AND PAINT TO MATCH DOORS 6" GALVANIZED STEEL TUB; TOP SEAL AND PAINT TO MATCH DOORS METAL ROOF; FINISH TO MATCH BUILDING CANOPY CONCRETE FOOTING, SEE STRUCTURAL 4X4 DOWNSPOUT CONNECTED TO DRAINAGE SYSTEM METAL ROOF, FINISH TO MATCH BUILDING CANOPY DRAWINGS SEE STRUCTURAL 7 ' - 6" 2' - 0" 1' - 0" 2" CMU CAP FINISH GRADE 1' - 0" 2' - 0" 7' - 6" DRAWINGS SEE STRUCTURAL BOLLARD FOOTING BOLLARD; PAINT TO MATCH CMU WALL 8" CMU BLOCK WALL 2" CMU CAP METAL ROOF FINISH TO MATCH BUILDING CANOPY FINISH GRADE THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 2 5 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t AS 5 0 3 TR A S H E N C L O S U R E 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/2" = 1'-0"AS503 TRASH ENCLOSURE - FLOOR PLAN1 SCALE:1/2" = 1'-0"AS503 TRASH ENCLOSURE - ROOF PLAN2 SCALE:1/2" = 1'-0"AS503 TRASH ENCLOSURE - LEFT ELEVATION3 SCALE:1/2" = 1'-0"AS503 TRASH ENCLOSURE - FRONT ELEVATION4 SCALE:1/2" = 1'-0"AS503 TRASH ENCLOSURE - REAR ELEVATION5 SCALE:1/2" = 1'-0"AS503 TRASH ENCLOSURE - RIGHT ELEVATION6 REV. DATE DESCRIPTION SEE STRUCTURAL DRAWINGS FINISH GRADE THICKENED EDGE OF SLAB 6" 6" SLAB ON GRADE, SEE STRUCTURAL ELASTOMERIC SEALANT WHEELSTOP CURB6" CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS 8" CMU WALL, GROUT SOLID. REINFORCE AND TIE INTO FOOTING/SLAB PER STRUCTURAL 4" ALIGN 1" STEEL CHANNEL FRAME, MITER AND WELD CORNERS GALVANIZED HEAVY DUTY GATE HINGE GATE IN OPEN SWIGN POSITION (115° MIN, 120° MAX) 8" CMU WALL 6" GALVANIZED STEEL TUBE POST SET IN CONCRETE FOOTING, SEE STRUCTURAL. PAINT TO MATCH DOORS CORRUGATE METAL PANEL. FINISH TO MATCH BUILDING CANOPY PROVIDE WEEP HOLES IN BETWEEN CORRUGATED METAL CHANNELS 10" 1' - 8" 6" PROVIDE HOLES AT CONCRETE FOR BOTH FULLY OPEN AND CLOSED POSITIONS WEEP HOLES CORRUGATED METAL PANEL SET IN STEEL CHANNEL FRAME BAR CANE BOLT 1 1/2" ANGLE WELDED TO STEEL FRAME GATE TO SWING OPEN MIN. 115° , MAX. 120° 3' - 6" SEE STRUCTURAL DRAWINGS PAVING OR CONCRETE SLAB EXPANSION JOINT (SEAL) CONCRETE FOOTING, SEE STRUCTURAL 6" STEEL PIPE, FILL WITH CONCRETE 6" FIELD HELM FASTEN ROOF TO STRUCTURE BELOW FASCIA FINISH TO MATCH BUILDING FIELD HELM DRIP EDGE ROOF FLASHING AT HIGH POINT FASTENER 3" GALVANIZED N-DECKING 1/4" SLOPE P.T. 2X BLOCKING 4" HSS AROUND PERIMETER, SEE STRUCTURAL FASTENER STEEL POST CONTINUOUS CLEAT 6" 1' - 0" 3" GLAVANIZED N-DECKING MODIFIED J-CHANNEL P.T. 2X BLOCKING 4" HSS AROUND PERIMETER, SEE STRUCTURAL FASTENER STEEL POST FASTEN ROOF TO STRUCTURE BELOW SET IN CONTINUOUS SEALANT RAKE FLASHING FINISH TO MATCH BUILDING FIELD HEM DRIP EDGE CONTINUOUS CLEAT 1' - 0" 2' - 0" 6" GUTTER STRAPS @ 24" O.C. 1/4" ROOF SLOPE 3" DEEP X 20 GA GALVANIZED N-DECKING MECHANICALLY FASTEN ROOF TO STRUCTURE BELOW P.T. 2X BLOCKING 4" HSS AROUND PERIMETER, SEE STRUCTURAL 4" HSS POST CENTERED ON ALL CORNERS, SEE STRUCTURAL SEE STRUCTURAL FOR POST TO WALL CONNECTION NON-SHRINK GROUT 2" CONCRETE CAP. SLOPE TO PROVIDE DRAINAGE GROUT CELLS SOLID FOR POST CONNECTION, SEE STRUCTURAL 8" CMU WALL 4" X 4" DOWNSPOUT, DIRECT CONNECT TO SITE DRAINAGE SYSTEM DRIP EDGE 24 GA METAL GUTTER THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 2 5 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t AS 5 0 4 TR A S H E N C L O S U R E DE T A I L S 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1" = 1'-0"AS504 TYPICAL CMU WALL FOOTING1 SCALE:3" = 1'-0"AS504 GATE HINGE DETAIL2 SCALE:1 1/2" = 1'-0"AS504 SECTION AT CANE BOLT3 SCALE:1" = 1'-0"AS504 TRASH ENCLOSURE BOLLARD4 SCALE:1 1/2" = 1'-0"AS504 ROOF SECTION AT FASCIA5 SCALE:1 1/2" = 1'-0"AS504 ROOF SECTION AT RAKE6 SCALE:1 1/2" = 1'-0"AS504 ROOF SECTION AT GUTTER7 REV. DATE DESCRIPTION B B D D F F J J 11 44 55 22 33 G G H H C C E E 1 A301 2 A301 5' - 0 1 / 2 " 3 1 / 4 " 5' - 9 7 / 8 " 3 ' - 5 1 / 2 " 9 ' - 7 " 3 ' - 5 1 / 2 " 6 ' - 0 " 3 1 / 4 " 33 ' - 1 0 7 / 8 " 8'-0" 12'-3 1/4" 2'-3 1/4" 9'-8 3/4" 2'-3 1/4" 9'-8 3/4"8'-0 1/4" 38'-4 3/8" 6' - 7 " 3 ' - 4 " 6 ' - 7 " 7'-5 7/8" 6'-5" 1'-7 1/4" 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 6" 0' - 0"0' - 6"0' - 0"0' - 2" 90'-7 3/4" -0' - 4" 0' - 0" 12 ' - 9 1 / 2 " 3 ' - 6 7 / 8 " 1 5 / 8 " -0' - 4" 0' - 2" T.O. SLAB ELEV = 0'-00" 3 1/4" 3 1/4" 3 3 1 / 4 " 3 1 / 4 " 3 1 / 4 " 3 1 / 4 " 3 1 / 4 " 3 1 / 4 " 3 1 / 4 " 3 1/4" 1 2 1 2 1 2 1 2 3 333 3 3 3 3 A A FOOTING AND FOUNDATION GENERAL NOTES A. DO NOT SCALE DRAWINGS B. ALL EXTERIOR DIMENSIONS ARE TO GRID, FACE OF FOUNDATION WALL (U.N.O.) SHEET NOTES 1. FOOTING, SEE STRUCTURAL FOR SIZING AND REINFORCING. 2. FOUNDATION WALL, SEE STRUCTURAL FOR SIZING AND REINFORCING. 3. STEEL COLUMN, SEE STRUCTURAL. THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 0 5 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A1 0 0 FO O T I N G A N D FO U N D A T I O N P L A N 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/4" = 1'-0"A100 FOOTING & FOUNDATION PLAN1 n o r t REV. DATE DESCRIPTION B B D D F F J J 11 44 55 22 33 G G H H C C E E A200 4 A200 1 A200 2 1 A301 2 A301 8 9 5 2 1 33 ' - 1 0 7 / 8 " 5' - 0 1 / 2 " 3 1 / 4 " 5 ' - 9 7 / 8 " 3 ' - 5 1 / 2 " 9 ' - 7 " 3 ' - 5 1 / 2 " 6 ' - 0 " 3 1 / 4 " 90'-7 3/4" 8'-0" 12'-3 1/4" 2'-3 1/4" 9'-8 3/4" 2'-3 1/4" 9'-8 3/4"8'-0 1/4" 38'-4 3/8" 6"11'-6 1/4"6"11'-6"6"4'-0" TYP. 3" 6 ' - 4 " 3 ' - 4 " 6 ' - 4 " 3 " 1'-0 1/4" 3'-0" 3'-11 1/2" 3'-6" 6 1/4" 101A 101B 3 A501 A501 14 3 A501 1 A501 8 3" 3'-2" 3'-0" 1'-4 1/4"3" 7'-11" 4'-0" 2'-0" 4'-0" 2'-0" 4'-0" 14'-5 1/4" 5 5 A501 14 3 S7S7S7 S4 S3 S3 S2 S1 2 A501 2 A501 10 A501 6 A501 S6 S5 A501 13 7 TYP. A A 6' - 1 1 / 8 " 14 ' - 7 1 / 4 " 1' - 1 0 3 / 4 " 6' - 3 1 / 4 " A2003 S8 6 3 / 8 " 1' - 4 " 54 A FLOOR PLAN NOTES A. DO NOT SCALE DRAWINGS B. ALL EXTERIOR DIMENSIONS ARE TO GRID, FACE OF FOUNDATION WALL (U.N.O.) C. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. D. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS TO BE BEVELED WITH A SLOPE NO GREATER THAN 1:12. E. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT ANY WALL ATTACHMENT AND/OR SIGNAGE. F. ALL DOORS TO PROVIDE 32” MINIMUM CLEAR OPENING WHEN OPENED TO 90 DEGREE POSITION UNLESS OTHERWISE NOTED. G. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. SUCH FLOOR OR LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS, WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 0.25 UNITS VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT SLOPE). H. FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 906 OF THE 2018 IFC. MIN RATING OF EXTINGUISHER TO BE 2A-10BC. MAXIMUM TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75'. CURRENT SERVICE TAGS SHALL BE AFFIXED TO ALL EXTINGUISHERS. J. PROVIDE FIREBLOCKING PER IBC SECTION 718. IN ALL CONCEALED WALL SPACES (DOUBLE STUD, FURRED, OR CATED WALLS, ETC.) FIREBLOCKING SHALL BE PROVIDED VERTICALLY AT EACH FLOOR/CEILING ASSEBLIES AND HORIZONTALLY AT 10'-0" O.C. MAX. B B D D F F J J 11 44 55 22 33 G G H H C C E E A A THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 0 6 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A1 0 1 MA I N L E V E L F L O O R PL A N 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/4" = 1'-0"A101 MAIN LEVEL FLOOR PLAN1 1. DRIVE-THRU WINDOW, SEE DETAIL 6&7/A501 2. DRIVE-THRU SHELF, SEE DETAIL 6/A501 3. ROOF ACCESS LADDER 4. FROST PROOF WALL HYDRANT 5. DOWN SPOUT FROM AWNING 6. GAS METER 7. STEEL COLUMN, SEE STRUCTURAL 8. ELECTRICAL METER, SEE ELECTRICAL DRAWINGS 9. 3 FT WIDE RIBBON SLAB SHEET NOTES n o r t REV. DATE DESCRIPTION 07/21/23 CITY COMMENTS SCALE:1/8" = 1'-0"A101 MAIN LEVEL FLOOR PLAN - TI OVERLAY2 1 1 1 B B D D F F J J 11 44 55 22 33 G G H H C C E E 1 A301 2 A301 8'-0" 12'-3 1/4" 2'-3 1/4" 9'-8 3/4" 2'-3 1/4" 9'-8 3/4"8'-0 1/4" 38'-4 3/8" 33 ' - 1 0 7 / 8 " 5' - 0 1 / 2 " 6 ' - 1 1 / 8 " 1 6 ' - 6 " 6 ' - 3 1 / 4 " 9 A501 9 A501 11 A501 90'-7 3/4" 1 7 7 7 5 5 5 6 6 6 8 TYP. 4 4 4 3 3 A A 3 2 2 2 6 5 5 555 THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 0 7 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A1 1 1 MA I N L E V E L RE F L E C T E D C E I L I N G PL A N 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/4" = 1'-0"A111 REFLECTED CEILING PLAN1 1. ROOF TRUSSES, SEE STRUCTURAL DRAWINGS FOR SIZE AND SPACING. 2. METAL CANOPY, SEE EXTERIOR ELEVATIONS FOR FINISHES. 3. INTERNAL ROOF DRAIN WITH OVERFLOW. 4. HVAC UNITS PER MECHANICAL DRAWINGS. BLOCK OUT ROOF FRAMING IF REQUIRED FOR DUCT PENETRATIONS. 5. EXTERIOR WALL MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. 6. DOWNSPOUT FROM AWNING 7. EXIT SIGN, SEE ELECTRICAL FOR PLACEMENT 8. AIRCURTAIN SHEET NOTES n o r t REV. DATE DESCRIPTION B B D D F F J J 11 44 55 22 33 G G H H C C E E 1 A301 2 A301 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " SLOPE 33 ' - 1 0 7 / 8 " 5' - 0 1 / 2 " 6 ' - 1 1 / 8 " 1 6 ' - 6 " 6 ' - 3 1 / 4 " 5 ' - 2 1 / 2 " 90'-7 3/4" 8'-0" 12'-3 1/4" 2'-3 1/4" 9'-8 3/4" 2'-3 1/4" 9'-8 3/4"8'-0 1/4" 38'-4 3/8" 7 9 1 7 7 6 7 7 1 1 4 4 5 1 7 8 2 1 / 4 " / 1 ' - 0 "1/4" / 1'-0" 1 / 4 " / 1 ' - 0 " 1/4" / 1'-0" 1 / 4 " / 1 '- 0 " SLOPE SLOPE 1 / 4 " / 1 ' - 0 " 1/4" / 1'-0" 5' - 0 " 2 3 / 8 " 9 9 11 1 1 10 ' - 0 7 / 8 " 2" 2 2 2 3/8" 9 3 / 4 " 4 ' - 7 " 10 1/2" 19'-7 1/4" 9' - 9" 10 1/4" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/4" / 1'-0" 1/4" / 1'-0" A A 1/ 4 " / 1 ' - 0 " 2' - 11 1/8" 2 3/8" 5' - 0" 3"2 7/8" 8' - 6" 5' - 0 " 5' - 0" 5' - 0" 2 3/8" 5' - 0 " 333 3 3 3 THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 0 8 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A1 2 1 RO O F P L A N 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/4" = 1'-0"A121 ROOF PLAN1 1. ROOF CRICKET. 2. METAL AWNING. 3. METAL TRELLIS 4. ROOFTOP MECHANICAL UNIT. SEE MECHANICAL DRAWINGS. 5. ROOFTOP EXHAUST FAN. SEE MECHANICAL DRAWINGS. 6. ROOF ACCESS LADDER 7. PRE-FINISHED METAL COPING, TYP. 8. ROOF MEMBRANE PER SPECIFICATIONS. MINIMUM 1/4" PER FOOT SLOPE. MINIMUM SRI (SOLAR REFLECTANCE INDEX) OF 79 9. ROOF DRAIN. 10. PROVIDE WALKWAY PRODUCT TO PERMIT TRAVEL TO ROOFTOP UTILITIES. A. SEE STRUCTURAL DRAWINGS FOR ROOF FRAMING. B. SEE MECHANICAL DRAWINGS FOR MECHANICAL EQUIPMENT AND INSTALLATION. ROOF PLAN NOTES ROOF SHEET NOTES n o r t REV. DATE DESCRIPTION 07/21/23 CITY COMMENTS 1 Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" SD-1 10 10 ST-1 BV-1BV-1 BV-1 MT-1 MT-16 6 8 3 S3 S3 S2 S1 13 13 13 7' - 0 " 9' - 8"9' - 8"9' - 8" 7' - 0 " 7' - 0 " EQEQEQEQEQEQEQEQ 1 2 TYP. SD-1 SD-1 4 5 55 13 7 1313 MT-1 MT-1 12 MT-1 13 Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" SD-1 10 SD-1SD-1 BV-1 BV-1 BV-1 11 6 7S4 MT-1 MT-17 13 EQ EQ 7' - 0 " 3' - 0 " EQ EQ 7' - 0 " 13 5 4 12MT-1 Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" BV-1 SD-1 ST-1 MT-1 6 S7S7 S7 2 11 4 8 3 MT-1 MT-1 BV-1 BV-1 9' - 8"9' - 8" 7' - 0 " MT-1 MT-1 MT-1 4 BV-1 MT-1 S5 S6 3' - 0 " 11 ' - 0 " MT-1 6 5 10 10 12 TYP. 9 EXTERIOR ELEVATION NOTES A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE. D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO ARCHITECT FOR APPROVAL. E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT AND LANDLORD APPROVAL. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH ARCHITECTURAL DRAWINGS. Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" BV-1 BV-1 ST-1 MT-1 MT-1 MT-1 MT-1 MT-1 10 4 13 3 MT-1 8 11 4 13 6 13 4 2 TYP. 12 1 9 THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 1 0 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A2 0 0 EX T E R I O R EL E V A T I O N S 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/4" = 1'-0"A200 EXTERIOR ELEVATION1 SCALE:1/4" = 1'-0"A200 EXTERIOR ELEVATION2 SCALE:1/4" = 1'-0"A200 EXTERIOR ELEVATION4 EXTERIOR FINISH SCHEDULE NO. MATERIAL FINISH/STYLE COLOR RESPONSIBILITY BV-1 BRICK VENEER EXTRUDED GLEN GERY: DARK GREY (W77) GC MT-1 EXPOSED STRUCTURAL STEEL POWDER COATED DARK BRONZE (TO MATCH WINDOW AND DOOR FRAMES) GC SD-1 VERTICAL METAL SIDING reSAWN TIMBER - 1x6 T&G STRAW: VULCAN CLADDING GC ST-1 STUCCO MEDIUM SAND FLOAT SHERMAN WILLIAMS: SOFTER TAN SW 6141 GC 1. ADDRESS SIGN: MINIMUM 10 INCHES IN HEIGHT (CONTRASTING FROM BACKGROUND) LETTERING IN ACCORDANCE WITH SECTION 505 OF THE 2018 IFC. 2. STUCCO CONTROL JOINT, TYP. 3. 8'-0" CAGE OVER LADDER 4. CANOPY DOWNSPOUT, CONNECT TO UNDERGROUND STORM DRAIN. 5. METAL TRELLIS 6. METAL CANOPY 7. SURFACE MOUNTED SPEAKER 8. GAS METER 9. HOSE BIB 10. EXTERIOR SIGNAGE, UNDER A SEPARATE PERMIT 11. BOLLARD 12. MECHANICAL UNIT SCREEN 13. WALL MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. 14. ELECTRICAL METER, SEE ELECTRICAL DRAWINGS SHEET NOTES REV. DATE DESCRIPTION 07/21/23 CITY COMMENTS 1/4" = 1'-0"3 Elevation 2 - a 1 1 1 Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" B D F JGHCE T.O. Footing -2' -4" 2 A301 SD-1 ST-1 BV-1BV-1 BV-1 MT-1 MT-1 A SD-1 SD-1 MT-1 MT-1 Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" 14523 T.O. Footing -2' -4" 1 A301 4' - 6 " ST-1 ST-1ST-1 BV-1 BV-1 BV-1 MT-1 MT-1 MT-1 Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" 1 423 T.O. Footing -2' -4" 1 A301 ST-1 BV-1 BV-1 MT-1MT-1 MT-1 Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" BDFJGHCE T.O. Footing -2' -4" 2 A301 BV-1 SD-1 ST-1 MT-1MT-1 MT-1 BV-1 BV-1 A MT-1 MT-1 EXTERIOR ELEVATION NOTES A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE. D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO ARCHITECT FOR APPROVAL. E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT AND LANDLORD APPROVAL. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH ARCHITECTURAL DRAWINGS. THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 1 2 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A2 0 1 CO L O R E D EL E V A T I O N S 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/4" = 1'-0"A201 COLORED EXTERIOR ELEVATION1 SCALE:1/4" = 1'-0"A201 COLORED EXTERIOR ELEVATION2 SCALE:1/4" = 1'-0"A201 COLORED EXTERIOR ELEVATION3 SCALE:1/4" = 1'-0"A201 COLORED EXTERIOR ELEVATION4 EXTERIOR FINISH SCHEDULE NO. MATERIAL FINISH/STYLE COLOR RESPONSIBILITY BV-1 BRICK VENEER EXTRUDED GLEN GERY: DARK GREY (W77) GC MT-1 EXPOSED STRUCTURAL STEEL POWDER COATED DARK BRONZE (TO MATCH WINDOW AND DOOR FRAMES) GC SD-1 VERTICAL METAL SIDING reSAWN TIMBER - 1x6 T&G STRAW: VULCAN CLADDING GC ST-1 STUCCO MEDIUM SAND FLOAT SHERMAN WILLIAMS: SOFTER TAN SW 6141 GC REV. DATE DESCRIPTION 07/21/23 CITY COMMENTS 1 Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" B D F JGHCE T.O. Footing -2' -4" 2 A301 14 ' - 0 " A302 2 A302 1 TYPICAL ROOF CONSTRUCTION SINGLY-PLY MEMBRANE (WITH SRI OF 79 OR BETTER) OVER 1/2" HIGH DENSITY COVER BOARD OVER POLY-ISO RIGID INSULATION R-36 THICKNESS OVER ROOF SHEATHING PER STRUCTURAL OVER PRE-ENGINEERED WOOD JOISTS PER STRUCTURAL A MECHANICAL ROOF SCREEN Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" 14523 T.O. Footing -2' -4" 1 A301 A302 4 A302 3 TYPICAL ROOF CONSTRUCTION SINGLY-PLY MEMBRANE (WITH SRI OF 79 OR BETTER) OVER 1/2" HIGH DENSITY COVER BOARD OVER POLY-ISO RIGID INSULATION R-36 THICKNESS OVER ROOF SHEATHING PER STRUCTURAL OVER PRE-ENGINEERED WOOD JOISTS PER STRUCTURAL 14 ' - 0 " THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 1 3 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A3 0 1 BU I L D I N G S E C T I O N S 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/4" = 1'-0"A301 BUILDING SECTION1 SCALE:1/4" = 1'-0"A301 BUILDING SECTION2 REV. DATE DESCRIPTION Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" T.O. Footing -2' -4" SLAB ON GRADE, SEE STRUCTURAL DRAWINGS DRAINAGE GRAVEL PER GEOTECHNICAL REPORT VAPOR BARRIER CONCRETE FOOTING AND FOUNDATION, SEE STRUCTURAL DRAWINGS A501 7 FINISH GRADE 14 ' - 0 " A501 6 A502 2 AIR CURTAIN HEADER, SEE STRUCTURAL DRAWINGS METAL CANOPY HEADER, SEE STRUCTURAL DRAWINGS R-21 BATT INSULATION PARAPET CAP, SEE EXTERIOR ELEVATIONS FOR FINISH TYPICAL ROOF ASSEMBLY, SEE BUILDING SECTION ON SHEET A301 PRE-ENGINEERED WOOD JOISTS PER STRUCTURAL TYPICAL WALL CONSTRUCTION EXTERIOR FINISH, SEE EXTERIOR ELEVATIONS OVER, CONTINUOUS WEATHER BARRIER OVER, 1" CONTINUOUS RIGID INSULATION, OVER SHEATHING PER STRUCTURAL, OVER 2x6 WOOD STUD FRAMING PER STRUCTURAL WITH R-21 BATT INSULATION EXTERIOR BUILDING SIGN. SEE EXTERIOR ELEVATIONS. A501 12 A502 1 R-10 RIGID INSULATION VERTICAL @ FOUNDATION WALL AND 2' HORIZONTAL UNDER FLOOR Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" T.O. Footing -2' -4" A502 2 SLAB ON GRADE, SEE STRUCTURAL DRAWINGS DRAINAGE GRAVEL PER GEOTECHNICAL REPORT VAPOR BARRIER CONCRETE FOOTING AND FOUNDATION, SEE STRUCTURAL DRAWINGS STOREFRONT SYSTEM HEADER, SEE STRUCTURAL DRAWINGS PRE-ENGINEERED WOOD JOISTS PER STRUCTURAL METAL CANOPY PARAPET CAP, SEE EXTERIOR ELEVATIONS FOR FINISH EXTERIOR BUILDING SIGN. SEE EXTERIOR ELEVATIONS. A501 8 A501 2 A501 12 TYPICAL WALL CONSTRUCTION EXTERIOR FINISH, SEE EXTERIOR ELEVATIONS OVER, CONTINUOUS WEATHER BARRIER OVER, 1" CONTINUOUS RIGID INSULATION, OVER SHEATHING PER STRUCTURAL, OVER 2x6 WOOD STUD FRAMING PER STRUCTURAL WITH R-21 BATT INSULATION R-10 RIGID INSULATION VERTICAL @ FOUNDATION WALL AND 2' HORIZONTALL UNDER FLOOR 14 ' - 0 " Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" T.O. Footing -2' -4" PARAPET CAP, SEE EXTERIOR ELEVATIONS FOR FINISH TYPICAL ROOF ASSEMBLY, SEE BUILDING SECTION ON SHEET A301 PRE-ENGINEERED WOOD JOISTS PER STRUCTURAL HEADER, SEE STRUCTURAL DRAWINGS STOREFRONT SYSTEM SLAB ON GRADE, SEE STRUCTURAL DRAWINGS DRAINAGE GRAVEL PER GEOTECHNICAL REPORT VAPOR BARRIER CONCRETE FOOTING AND FOUNDATION, SEE STRUCTURAL DRAWINGS A501 12 A501 8 A501 8 TR U S S B E A R I N G 14 ' - 0 " TYPICAL WALL CONSTRUCTION EXTERIOR FINISH, SEE EXTERIOR ELEVATIONS OVER, CONTINUOUS WEATHER BARRIER OVER, 1" CONTINUOUS RIGID INSULATION, OVER SHEATHING PER STRUCTURAL, OVER 2x6 WOOD STUD FRAMING PER STRUCTURAL WITH R-21 BATT INSULATION R-10 RIGID INSULATION VERTICAL @ FOUNDATION WALL AND 2' HORIZONTAL UNDER FLOOR Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" T.O. Footing -2' -4" SLAB ON GRADE, SEE STRUCTURAL DRAWINGS DRAINAGE GRAVEL PER GEOTECHNICAL REPORT VAPOR BARRIER CONCRETE FOOTING AND FOUNDATION, SEE STRUCTURAL DRAWINGS PRE-ENGINEERED WOOD JOISTS PER STRUCTURAL PARAPET CAP, SEE EXTERIOR ELEVATIONS FOR FINISH TYPICAL WALL CONSTRUCTION EXTERIOR FINISH, SEE EXTERIOR ELEVATIONS OVER CONTINUOUS WEATHER BARRIER OVER SHEATHING PER STRUCTURAL OVER 2x6 WOOD STUD FRAMING PER STRUCTURAL OVER 5/8" GYP. BOARD A502 1 A501 12 TR U S S B E A R I N G 14 ' - 0 " R-10 RIGID INSULATION VERTICAL @ FOUNDATION WALL AND 2' HORIZONTAL UNDER FLOOR THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 1 4 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A3 0 2 WA L L S E C T I O N S 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:3/4" = 1'-0"A302 WALL SECTION4 SCALE:3/4" = 1'-0"A302 WALL SECTION3 SCALE:3/4" = 1'-0"A302 WALL SECTION2 SCALE:3/4" = 1'-0"A302 WALL SECTION1 REV. DATE DESCRIPTION CONCRETE SLAB, SEE STRUCTURAL DOOR PER SCHEDULE THRESHOLD-SET IN MASTIC & FASTEN TO SLAB DOOR SHOE DRIP ISOLATION JOINT CONCRETE SIDEWALK LINE OF FRAME BEYOND SWEEP LINE OF WALL BEYOND MA X 1/ 2 " 1/2" BACKER ROD & SEALANT JOINT, TYP. BOTH SIDES ALUMINUM SILL FRAME W/ SUBSILL & END DAMS SET IN CONTINUOUS BED OF SEALANT ALUMINUM STOREFRONT SYSTEM SLOPE EDGE AT STOREFRONT LOCATIONS SHIM CONCRETE STEM WALL NOTE: SEE SHEET A-600 FOR TYPICAL PENETRATION FLASHING FUTURE FURRING BY TENANT FOUNDATION WEEP SCREEN THIN BRICK VENEER, SEE ELEVATIONS PRE-FINISHED METAL FLASHING, BEDDING SEAL UNDER FLASHING 1" CONTINOUS RIGID INSULATION CONCRETE SLAB PER PLAN, SEE STRUCTURAL STOREFRONT DOOR PER SCHEDULE THRESHOLD-SET IN MASTIC ISOLATION JOINT CONCRETE SIDEWALK PER PLAN MAX 2% SLOPE SEALANTTYPICAL WALL CONSTRUCTION PER WALL SECTIONS PLYWOOD SHEATHING PER WALL SECTIONS CONTROL JOINT/REVEAL SCREED (SEE ELEVATIONS FOR LOCATION) STUCCO PER EXTERIOR ELEVATIONS LAP FACER OVER CONTROL JOINT FLANGE W.R.B. / AIR BARRIER CONTINUOUS BEHIND JOINT CONTROL 1/ 4 " S.A.F.F. TO 6" EACH SIDE OF C.J. DRAINAGE MAT COURSE FACER 1" CONTINUOUS RIGID INSULATION PLYWOOD SHEATHING PER WALL SECTIONS TYPICAL WALL CONSTRUCTION PER SECTON DRAINAGE MAT COURSE W.R.B./ A.B. STUCCO PER EXTERIOR ELEVATIONS 1/ 4 " CONTROL JOINT / REVEAL SCREED LOCATION PER ELEVATION. SAF TO 6" EA. SIDE OF C.J. FACER 1" CONTINUOUS RIGID INSULATION SEALANT & BACKER ROD WINDOW SYSTEM AT DRIVE- THRU STAINLESS STEEL SILL W/ HEMMED EDGES 1/2" SEALANT & BACKER ROD JOINT WALL CONSTRUCTION PER SECTION 2" DRIVE-THRU SHELF PROVIDED BY STARBUCKS GALVANIZED METAL FLASHING W/ CONT. SEALANT 1 3 / 4 " NOTE: SEE SHEET A-600 FOR TYPICAL PENETRATION FLASHING THIN BRICK VENEER PER EXTERIOR ELEVATIONS THIN BRICK VENEER PER EXTERIOR ELEVATIONS INSECT SCREEN S.A.F. OVER METAL FLASHING PENETRATION FLASHING SHIM AS REQUIRED READY ACCESS DRIVE THRU WINDOW SYSTEM - 600 SERIES SINGLE PANEL SLIDER "MOER" WINDOW AND AA300 HEATED AIR CURTAIN NOTE: SEE SHEET A-600 FOR TYPICAL PENETRATION FLASHING GALVANIZED METAL FLASHING ELASTOMERIC SEALANT HEADER, SEE STRUCTURAL WALL SHEATHING PER SECTION 1" CONTINOUS RIGID INSULATION ALUMINUM STOREFRONT SYSTEM INSULATED GLASS UNIT T.O. MULLION SEE ELEVATION ALUMINUM TRANSOM FRAME PER SCHEDULE DOOR PER SCHEDULE GLAZING PER SCHEDULE STOREFRONT SYSTEM 1/2" BACKER ROD & SEALANT, TYP. BOTH SIDES CASING BEAD. LAP FLASHING OVER LEG BEDDING SEALANT UNDER BUILDING PAPER LAPPED OVER CASING BEAD FINISH MATERIAL. SEE ELEVATIONS FOR SCHEDULE. PENETRATION FLASHING NOTE: SEE SHEET A-600 FOR TYPICAL PENETRATION FLASHING PRE-FINISHED DRIP EDGE 1" CONTINOUS RIGID INSULATION HM DOOR PENETRATION FLASHING NOTE: SEE SHEET A-600 FOR TYPICAL PENETRATION FLASHING 1/2" BACKER ROD & SEALANT, TYP. BOTH SIDES STUCCO PER EXTERIOR ELEVATONS INSECT SCREEN METAL HEAD FLASHING S.A.F. OVER METAL FLASHING HEADER PER STRUCTURAL 1" CONTINOUS RIGID INSULATION SHEATHING PER WALL SECTION PRE-FINISHED 20 GA. ALUMINUM COPING SNAPPED OVER METAL CLEAT.CONTINUOUS PRESSURE TREATED TAPERED NAILER CONTINUOUS METAL CLEAT GASKETED FASTENERS PARAPET CONSTRUCTION PER SECTION ADHERED MEMBRANE FLASHING FASTENERS AT 12" O.C. CONTINUOUS 2X PRESSURE TREATED PLATE ADHERED ROOF MEMBRANE OVER TOP OF PARAPET WEATHER BARRIER EXTERIOR SHEATHING SEE STRUCTURAL EXTERIOR FINISH PER EXTERIOR ELEVATIONS 3 1 / 2 " 6 1 / 2 " SEALANT & BACKER ROD, BOTH SIDES BREAK METAL WRAP TO MATCH WINDOW SYSTEM -TURN IN 2" MIN. PRESSURE TREATED SHIM AS REQUIRED STEEL COLUMN, SEE STRUCTURALWINDOW SYSTEM ALIGN WITH FACE OF BLOCKING, TYP WRAP BLOCKING W/ FLEXIBLE FLASHING - RETURN 3" MIN. TOP OF CONCRETE SILL (BELOW) BREAK METAL WRAP TO MATCH WINDOW SYSTEM STEEL COLUMN, SEE STRUCTURAL WRAP STEEL COLUMN W/ FLEXIBLE FLASHING PRESSURE TREATED SHIM AS REQUIRED TOP OF CONCRETE SILL (BELOW) THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 1 5 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A5 0 1 EX T E R I O R D E T A I L S 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:3" = 1'-0"A501 EXT. DOOR THRESHOLD1 SCALE:3" = 1'-0"A501 STOREFRONT SILL2 SCALE:3" = 1'-0"A501 STOREFRONT DOOR SILL3 SCALE:3" = 1'-0"A501 STUCCO VERTICAL CONTROL JOINT4 SCALE:3" = 1'-0"A501 STUCCO HORIZONTAL CONTROL JOINT5 SCALE:3" = 1'-0"A501 STOREFRONT SILL @ DRIVE THRU6 SCALE:3" = 1'-0"A501 STOREFRONT HEAD / AIR CURTAIN @ DRIVE THRU7 SCALE:3" = 1'-0"A501 STOREFRONT MULLION8 SCALE:3" = 1'-0"A501 STOREFRONT DOOR TRANSOM9 SCALE:3" = 1'-0"A501 STOREFRONT JAMB10 SCALE:3" = 1'-0"A501 HM DOOR HEAD @ STUCCO11 SCALE:3" = 1'-0"A501 PARAPET DETAIL12 SCALE:3" = 1'-0"A501 STOREFRONT @ DRIVE THRU CORNER13 SCALE:3" = 1'-0"A501 STOREFRONT JAMB @ POST14 REV. DATE DESCRIPTION CONCRETE FOOTING - SEE STRUCT PRE-FINISHED METAL W/ DRIP EDGE EXTERIOR MATERIAL PER EXTERIOR ELEVATIONS CONT. WEATHER BARRIER TYPICAL WALL CONSTRUCTION PER SECTION CONCRETE FOUNDATION WALL - SEE STRUCT 0' - 8 " FINISH GRADE, SEE CIVIL CONCRETE SLAB 4" OF DRAINAGE GRAVEL METAL ANCHOR BOLT, SEE STRUCT VAPOR BARRIER 1/2" PREMOULDED JOINT FILLER EXTERIOR FINISH, SEE EXTERIOR ELEVATIONS FLASHING WITH DRIP EDGE WITH CONT. SEALANT STEEL ANGLE, SEE STRUCTURAL CAULKING C CHANNEL BEAM, SEE STRUCTURAL WALL CONSTRUCTION PER SECTION HEADER, SEE STRUCTURAL SHEET METAL FLASHING OVER PROTECTION BOARD, UNDER MEMBRANE ROOFING CONTINUOUS OPEN CELL FOAM CLOSURE STRIP ON BEDDING SEALANT, LAP AND JOINT SEALANTS PER SPECIFICATION CONTINUOUS METAL FLASHING WITH DRIP EDGE GALVANIZED GUTTER, SLOPES TOWARDS DOWNSPOUT RECESSED LOW PROFILE LIGHT FIXTURE, SEE ELECTRICAL, PROVIDE BLOCKING TO HANG BOTTOM OF CANOPY 10' - 0" TUBE STEEL SUPPORT, SEE STRUCTURAL MEMBRANE ROOFING, OVER 1/2" PROTECTION BOARD, OVER METAL DECK, PER STRUCTURAL 1' - 0 " 5'-0" ALUMINUM SOLID FASCIA PLYWOOD SHEATHING PER SECTION TYPICAL WALL CONSTRUCTION PER SECTON DRAINAGE MAT COURSE W.R.B./ A.B. STUCCO PER EXTERIOR ELEVATIONS SAF TO 6" EA. SIDE OF C.J. FACER GALVANIZED METAL FLASHING W/ CONT. SEALANT 1" CONTINOUS RIGID INSULATION THIN BRICK VENNER PER EXTERIOR ELEVATIONS THIN BRICK VENNER CAP EXTERIOR FINISH, SEE EXTERIOR ELEVATIONS FLASHING WITH DRIP EDGE WITH CONT. SEALANT STEEL ANGLE, SEE STRUCTURAL CAULKING C CHANNEL BEAM, SEE STRUCTURAL WALL CONSTRUCTION PER SECTION HEADER, SEE STRUCTURAL SHEET METAL FLASHING OVER PROTECTION BOARD, UNDER MEMBRANE ROOFING CONTINUOUS OPEN CELL FOAM CLOSURE STRIP ON BEDDING SEALANT, LAP AND JOINT SEALANTS PER SPECIFICATION CONTINUOUS METAL FLASHING WITH DRIP EDGE GALVANIZED GUTTER, SLOPES TOWARDS DOWNSPOUT RECESSED LOW PROFILE LIGHT FIXTURE, SEE ELECTRICAL, PROVIDE BLOCKING TO HANG BOTTOM OF CANOPY 10' - 0" TUBE STEEL SUPPORT, SEE STRUCTURAL MEMBRANE ROOFING, OVER 1/2" PROTECTION BOARD, OVER METAL DECK, PER STRUCTURAL ALUMINUM SOLID FASCIA 5' - 0" EXTERIOR FINISH, SEE EXTERIOR ELEVATIONS FLASHING WITH DRIP EDGE WITH CONT. SEALANT STEEL, SEE STRUCTURALCAULKING C CHANNEL BEAM, SEE STRUCTURAL WALL CONSTRUCTION PER SECTION HEADER, SEE STRUCTURAL SHEET METAL FLASHING OVER PROTECTION BOARD, UNDER MEMBRANE ROOFING CONTINUOUS OPEN CELL FOAM CLOSURE STRIP ON BEDDING SEALANT, LAP AND JOINT SEALANTS PER SPECIFICATION CONTINUOUS METAL FLASHING WITH DRIP EDGE GALVANIZED GUTTER, SLOPES TOWARDS DOWNSPOUT BOTTOM OF CANOPY 10' - 0" MEMBRANE ROOFING, OVER 1/2" PROTECTION BOARD, OVER METAL DECK, PER STRUCTURAL ALUMINUM SOLID FASCIA A A SECTION A-A 10" 2" 6 0 . 0 0 ° EQ . EQ . 1' - 0" TYP. THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 1 5 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A5 0 2 EX T E R I O R D E T A I L S 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1 1/2" = 1'-0"A502 EXT. MATERIAL @ FOUNDATION WALL1 SCALE:1 1/2" = 1'-0"A502 CANOPY @ DRIVE THRU2 SCALE:3" = 1'-0"A502 STUCCO TO THIN BRICK TRANSITION4 REV. DATE DESCRIPTION SCALE:1 1/2" = 1'-0"A502 CANOPY @ MAIN ENTRY3 SCALE:1 1/2" = 1'-0"A502 TRELLIS @ BUILDING ENTRANCE5 NOTE: 1. HOT WATER AND DRAIN PIPES MUST BE CONFIGURED AND PROTECTED AGAINST CONTACT. THERE SHALL BE NO SHARP ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. 2. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR AND 9" ABOVE THE FINISHED FLOOR SHALL BE CONSIDERED TOE CLEARANCE. 3. SPACE UNDER AN ELEMENT BETWEEN 9" AND 27" ABOVE THE FINISHED FLOOR SHALL BE CONSIDERED KNEE CLEARANCE. 4. KNEE AND TOE CLEARANCE SHALL BE MINIMUM 30" WIDE. 5. KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25" MAX. UNDER AN ELEMENT AT 9" ABOVE THE FLOOR. 1" 6" MI N . 0' - 9 " MIN. 0' - 11" 27 " M I N . MIN. 0' - 8" KNEE CLEARANCE (IIC A117.1 & 2010 ADA: 306.3) TOE CLEARANCE (IIC A117.1 & 2010 ADA: 306.2) MIN. 0' - 9" MAX. 0' - 6" BETWEEN 9" AND 27" ABOVE THE FLOOR, THE KNEE CLEARANCE IS PERMITTED TO REDUCE AT A RATE OF 1" IN DEPTH FOR EACH 6" IN HEIGHT. 17" MIN. - 25" MAX. 48" MIN. 12" MIN. FRONT APPROACH / PUSH SIDE CLEARANCE REQ'D ONLY IF CLOSER & LATCH ARE PROVIDED HINGE APPROACH / PUSH SIDE 12" MIN.22" MIN. 48" MIN. W/CLOSER 42" MIN. CLEARANCE REQ'D ONLY IF CLOSER & LATCH ARE PROVIDED 60" MIN. FRONT APPROACH / PULL SIDE 18" MIN. 54" MIN. W/ CLOSER 48" MIN. LATCH APPROACH / PULL SIDE 24" MIN. 54" MIN. HINGE APPROACH / PULL SIDE 42" MIN. 60" MIN. HINGE APPROACH / PULL SIDE 36" MIN. TYP. ALL DOORS 32" MIN. CLR. 9 0 .0 0 ° LATCH APPROACH / PUSH SIDE 24" MIN. 48" MIN. W/ CLOSER 42" MIN. NOTE: 1. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18" OF THE LATCH SIDE OF A DOORWAY PROJECTS MORE THAN 8" BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. 2. THE FLOOR OR GROUND SURFACE WITHIN THE REQUIRED MANEUVERING CLEARANCES SHALL SLOPE NO MORE THAN 1:48 (2%) AND CHANGES IN LEVEL WITHIN THIS AREA ARE NOT PERMITTED. 3. OPENINGS MORE THAN 24" DEEP SHALL PROVIDE A CLEAR OPENING OF 36" MINIMUM. 4. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34" ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34" AND 80" ABOVE THE FLOOR SHALL NOT EXCEED 4". 5. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78" MINIMUM ABOVE THE FLOOR. 32" MIN. HINGED DOOR SLIDING DOOR FOLDING DOOR 32" MIN. 34" MAX. 46" MAX. 44" MAX. 48" MAX. 15" MIN. 15" MIN. 48" MAX. 34" MAX. 48" MAX. 20" MAX. 20" - 25" MAX. OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED HIGH SIDE REACH UNOBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH 48" MAX. OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED HIGH SIDE REACH MAX. 0' - 10" MAX. 0' - 10" 10" - 24" MAX. NOTE: 1. WASHING MACHINES AND CLOTHES DRYERS ARE PERMITTED TO BE 36" MAX. ABOVE THE FLOOR . 2. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACHED RANGES SPECIFIED. 32" MIN. 36" MIN. 24" MAX.48" MIN.24" MAX. 32" MIN. 36" MIN. NOTES: 1. THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 36"; THE CLEAR WIDTH MAY BE REDUCED TO 32" MIN. FOR A LENGTH OF 24" MAX. PROVIDED THAT THE REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48" LONG MIN. AND 36" WIDE MIN. 2. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20 (5%). 3. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48 (2%). 42" MIN.42" MIN. 48" MIN. X < 48" CLEAR WIDTH OF ACCESSIBLE ROUTE (IIC A117.1: 403.5) (2010 ADA: 403.5.1) (a) CLEAR WIDTH AT 180 DEGREE TURN (IIC A117.1: 403.5.1) (2010 ADA: 403.5.2) 36" MIN.36" MIN. 60" MIN. X < 48" (b) CLEAR WIDTH AT 180 DEGREE TURN (EXCEPTION) (IIC A117.1: 403.5.1) (2010 ADA: 403.5.2) 24" MIN. 36" MIN. 60" MIN. 12" MIN.3' - 0" MIN.12" MIN. 60" MIN. NOTE: 1. TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE & TOE CLEARANCE. 2. CLEAR FLOOR SPACE AND TURNING SPACE SHALL SLOPE NO MORE THAN 1:48 (2%) AND CHANGES IN LEVEL WITHIN THIS AREA ARE NOT PERMITTED. 3. WHERE TURNING SPACE IS REQUIRED, THE CIRCLE OR THE T-SHAPED SPACE MAY BE USED. 4. DOOR SWING SHALL BE PERMITTED TO SWING INTO TURNING SPACES. 30" MIN. 48" MIN. 60" MIN. CLEAR FLOOR SPACE (IIC A117.1 & 2010 ADA: 305.3 CIRCULAR TURNING SPACE (IIC A117.1 & 2010 ADA: 304.3.1) T-SHAPED TURNING SPACE (IIC A117.1 & 2010 ADA: 304.3.2) 60" MIN. 30" MIN. 48" MIN. FORWARD APPROACH (IIC A117.1: 305.7.2) (2010 ADA: 305.5) 30" MIN. PARALLEL APPROACH (IIC A117.1: 305.7.1) (2010 ADA: 305.5) 48" MIN. 36" MIN. FORWARD APPROACH IN ALCOVE (IIC A117.1 & 2010 ADA: 305.7.2) X > 15" PARALLEL APPROACH IN ALCOVE (IIC A117.1 & 2010 ADA: 305.7.1) 60" MIN. X > 24" 1 2 1/ 2 " M A X . MA X . 1/ 4 " MA X . 1/ 4 " MA X . 1/ 2 " NOTE: 1. THRESHOLDS AT EXTERIOR SLIDING DOORS SHALL BE PERMITTED TO BE 3/4" MAX. IN HEIGHT IF BEVELED W/ A SLOPE NOT STEEPER THE 1:2. 2. CHANGES IN LEVEL OF 1/4" MAXIMUM SHALL BE PERMITTED TO BE VERTICAL. 3. CHANGES IN LEVEL OF 1/4" IN HEIGHT AND NOT MORE THAN 1/2" MAXIMUM IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2 (50%). 4. CHANGES IN LEVEL GREATER THAN 1/2" SHALL COMPLY WITH RAMP REQUIREMENTS. 1 2 1/ 4 " VERTICAL CHANGES IN LEVEL (SECTION VIEW) VERTICAL & BEVELED CHANGES IN LEVEL (SECTION VIEW) BEVELED CHANGES IN LEVEL (SECTION VIEW) CARPET PILE THICKNESS (SECTION VIEW) MAX. 1/2" (IIC A117.1 & 2010 ADA: 303) 0' - 0 1/2" MAX. GRATINGS OR OTHER OPENINGS IN WALKING SURFACE NOTE: OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF SPHERE MORE THAN 1/2" DIAMETER. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. LONG DIMENSION PERPENDICULAR TO TRAVEL DIRECTION PREDOMINANT DIRECTION OF TRAVEL (IIC A117.1 & 2010 ADA: 302.3) 60" MIN. 48" MIN.DOOR WIDTH 60" MIN. 60" MIN. 60" MIN. DOOR WIDTH 48" MIN.DOOR WIDTH 34" - 48" CL 0' - 10" MIN. DOOR/GATE OPENING HARDWARE SMOOTH SURFACE (PUSH SIDE OF DOOR) NOTES: 1. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRIP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. 2. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90º, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12º SHALL BE 5 SECONDS MINIMUM. 3. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70º, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM, MEASURED UNDER AMBIENT CONDITIONS. 4. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWED BY THE APPROPIATE ADMINSTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE; INTERIOR HINGED: 5 POUNDS, SLIDING OR FOLDING: 5 POUNDS. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. 5. DOOR SURFACES WITH 10" OF THE FLOOR SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. X > 80" SIGN OR OBSTRUCTION X > 27" MAX. 0' - 4" > 27" and < 80"0' - 4" MAX.0' - 4" MAX. SIGN POST 27" MAX.X > 12"X > 12" X > 80" POST SIGN OR OBSTRUCTION SIGN OR OBSTRUCTION UNLIMITED UNLIMITED X > 12" > 27" and < 80" SIGN OR OBSTRUCTION MAX. 0' - 4" MAX. 0' - 4" X > 12"X > 12" X < 80" 27" MAX. REDUCED VERTICAL CLEARANCE (IIC A117.1 & 2010 ADA: 307.4) LIMITS OF PROTRUDING OBJECTS (IIC A117.1 & 2010 ADA: 307.2) POST MOUNTED PROTRUDING OBJECTS (IIC A117.1 & 2010 ADA: 307.3) NOTE: 1. HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4 1/2" MAX. 2. PROTRUDING OBJECTS SHALL NOT DECREASE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. 12" MIN. 12" MIN. 27" MAX. X<4" BARRIER BARRIER SHALL PREVENT PASSAGE OF 4" SPHERE WITH ANY PORTION WITHIN 4" OF FLOOR MIN. 1' - 0" MIN. 1' - 0" CLR. 36" MIN. 60" MIN. LANDING RAMP 60" MIN. LANDING RAMP RUNS SHALL HAVE A RUNNING SLOPE GREATER THAN 1:20 AND NOT STEEPER THAN 1:12. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. PROVIDE HANDRAILS EACH SIDE FOR RAMPS WITH MORE THAN 6" VERTICAL RISE PLAN 60" MIN. 60" MIN. 36" MIN. 36" MIN. PLAN@90º INTERSECTION PROVIDE 60" X 60" MIN. CLEAR MANEUVERING SPACE AT LANDING RAMP NOTES: 1. THE MAXIMUM RISE FOR ANY RAMP IS 30 INCHES. 2. RAMPS THAT RISE MORE THAN 30" MUST HAVE INTERMEDIATE LANDINGS AS REQ'D TO MAINTAIN MAXIMUM 30" RISE FOR EACH RAMP. 3. RAMPS SHALL HAVE A LANDING AT TOP AND BOTTOM OF EACH RUN. 4. OUTDOOR RAMPS AND APPROACHES TO RAMPS SHALL NOT ACCUMULATE WATER ON WALKING SURFACES. 5. PROVIDE RAMP SURFACE THAT IS FIRM, STABLE, AND SLIP RESISTANT. 6. CROSS SLOPE OF LANDING NOT TO EXCEED 1:48 (2%) IN ANY DIRECTION AT RAMP LANDINGS (TYP.) 7. EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND LANDINGS. 8. LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT ACCUMULATION OF WATER. RAMP HANDRAIL NOTES: 1. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF RAMP AND CONTINUOUS ON RUNS OF RAMPS. INSIDE HANDRAILS ON SWITCH BACK OR DOGLEG RAMPS SHALL BE CONTINUOUS BETWEEN RUNS. 2. RAMPS WITH AN OVERALL RISE OF 6" OR LESS DO NOT REQUIRE HANDRAILS. 3. RAILING EXTENSIONS SHALL RETURN TO A WALL, GUARD, FLOOR, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. AS RAMP RUN AT LEAST AS WIDE 38" MAX. 34'' MIN. CLR. 36" MIN. 0' - 4" 12" MIN. 12" MIN. 27" MAX. 4" MIN. CURB 38" MAX. 34'' MIN. CLR. 36" MIN. 4" MIN. 12" MIN. 12" MIN. WALL 38" MAX. 34'' MIN. CLR. 36" MIN. 12" MIN. 12" MIN. 27" MAX. EXTENDED FLOOR 38" MAX. 34'' MIN. CLR. 36" MIN. 12" MIN.12" MIN. EDGE PROTECTION EDGE PROTECTION EDGE PROTECTION EDGE PROTECTION (IIC A117.1 & 2010 ADA: 405) (a) PULL SIDE (b) PUSH SIDE (c) PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH NOTE: 1. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18" OF THE LATCH SIDE OF A DOORWAY PROJECTS MORE THAN 8" BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. 2. THE FLOOR OR GROUND SURFACE WITHIN THE REQUIRED MANEUVERING CLEARANCES SHALL SLOPE NO MORE THAN 1:48 (2%) AND CHANGES IN LEVEL WITHIN THIS AREA ARE NOT PERMITTED. 18" MIN. 60" MIN. 48" MIN. X < 8"48" MIN. X < 8" 12" MIN. X > 8" THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 1 7 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A5 5 1 TY P I C A L A D A / A N S I DE T A I L S 22 -12 7 CH JK ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:3/4" = 1'-0"A551 KNEE & TOE CLEARANCEA4 SCALE:1/2" = 1'-0"A551 DOORS AND DOORWAYSB6 SCALE:1/2" = 1'-0"A551 REACH RANGESD1 SCALE:1/2" = 1'-0"A551 ACCESSIBLE ROUTESC3 SCALE:1/2" = 1'-0"A551 CLEAR FLOOR & TURNING SPACEB4 SCALE:12" = 1'-0"A551 CHANGES IN LEVELA1 SCALE:1 1/2" = 1'-0"A551 OPENINGSA2 SCALE:1/2" = 1'-0"A551 TWO DOORS IN SERIESD2 SCALE:1/2" = 1'-0"A551 DOOR HARDWAREE6 SCALE:1/2" = 1'-0"A551 PROTRUDING OBJECTSB2 SCALE:1/4" = 1'-0"A551 RAMPSC4 SCALE:1/2" = 1'-0"A551 RECESSED DOORS AND DOORWAYSA6 REV. DATE DESCRIPTION ADA VAN PARKING AREA TO BE MARKED ADA PARKING 11' - 0" MIN.5' - 0" MIN.8' - 0" MIN. FULL LENGTH OF PARKING SPACE ADA VAN PARKING AREA TO BE MARKED 8' - 0" MIN.8' - 0" MIN. FULL LENGTH OF PARKING SPACE ALTERNATIVE VAN PARKING NOTES: 1. A VERTICAL CLEARANCE OF 98" MINIMUM SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: PARKING SPACES FOR VANS, THE ACCESS AISLES SERVING PARKING SPACES FOR VANS, AND THE VEHICULAR ROUTES SERVING PARKING SPACES FOR VANS. 2. ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY SIGNS THAT INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. 3. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN THE DESIGNATION "VAN ACCESSIBLE". 4. PARKING SPACES AND ACCESS AISLES MAY NOT HAVE SLOPES STEEPER THAN 1:48. 5. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. 6. SIGNS SHALL BE 60" MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE LOWEST SIGN. (IIC A117.1 & 2010 ADA: 502) 0' - 5" MAX.15" MIN. FORWARD APPROACH 48" MIN. 30" MIN. CL WHEELCHAIR ACCESSIBLE 36" MAX. STANDING PERSONS 38" - 43" 5" MAX.15" MIN. PLAN SECTION NOTES: 1. CLEAR FLOOR SPACE PER SECTION 305 ARE TO BE PROVIDED. 2. KNEE AND TOE CLEARANCE PER SECTION 306 ARE TO BE PROVIDED. 3. DRINKING FOUNTAINS PRIMARILY FOR CHILDREN'S USE SHALL BE PERMITTED WHERE THE SPOUT OUTLET IS 30" MAXIMUM ABOVE THE FLOOR AND IS 3 1/2" MAX. FROM THE FRONT EDGE OF UNIT. A PARALLEL APPROACH COMPLYING WITH SECITON 305 IS PROVIDED AND THE CLEAR FLOOR SPACE IS CENTERED ON THE DRINKING FOUNTAIN. 34" MAX. MAX. 6" MIN. 9" 17" MIN. MIN. 8" 27" MIN. 40 1/8" MAX. NOTES: 1. A CLEAR FLOOR SPACE (30" X 48") POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. 2. KNEE AND TOE CLEARANCE SHALL BE PROVIDED. THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOE CLEARANCE. 3. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. 4. HAND-OPERATED METERING FACETS SHALL REMAIN OPEN FOR 10 SECONDS MIN. 5. WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES OR SINKS. 6. IF SOAP OR TOWEL DISPENSERS ARE PROVIDED, THEY MUST BE LOCATED WITHIN THE REACH RANGES IN 308 AND MUST BE PLACE CONVENIENTLY TO THE PERSON AT THE ACCESSIBLE LAVATORY. BOTTOM EDGE OF REFLECTIVE SURFACE 48" MIN. 9" 60" MAX. 18" 18" 18" 9" 0' - 9" IN CONDITIONS WHERE THE WALL ADJACENT TO THE LATCH IS LESS THAN 18" LONG, PLACE SIGN IN A 18" X 18" CLEAR FLOOR SPACE ON WALL ADJACENT TO LATCH SIDE OF DOOR. PLACE SIGN IN 18" X 18" CLEAR FLOOR SPACE ADJACENT TO LATCH SIDE OF DOOR. NOTES: 1. TACTILE SIGNS SHALL CONTAIN BOTH RAISED CHARACTERS AND BRAILLE. 2. WHERE SIGNS WITH BOTH VISUAL AND RAISED CHARACTERS ARE REQUIRED , EITHER ONE SIGN WITH BOTH VISUAL AND RAISED CHARACTERS, OR TWO SIGNS, ONE WITH VISUAL , AND ONE WITH RAISED CHARACTERS, SHALL BE PROVIDED. 3. CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL BE UPPER CASE. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. 4. MOUNTING HEIGHTS: BRAILLE SHALL BE 48" MINIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE BRAILLE CELLS. RAISED CHARACTERS SHALL BE 60" MAXIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE CHARACTERS. 5. DOOR MOUNTED SIGNS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD OPEN DEVICES. 6. PICTOGRAM FIELD SHALL BE 6" MINIMUM IN HEIGHT (BRAILLE SHALL NOT BE IN PICTOGRAM FIELD). FINISH SHALL BE NON-GLARE WITH A CONTRAST IN PICTOGRAM AND FIELD. 7. MINIMUM CHARACTER HEIGHT OF 5/8" FOR VISUAL SIGN ACCOMPANIED BY GRADE II BRAILLE WITH DOMED OR ROUNDED SHAPES. THERE SHALL BE 3/8" SEPARATION FROM OTHER CHARACTERS OR RAISED ELEMENTS OR BORDERS OF THE SIGN OF THE BRAILLE CHARACTERS. 8. RAISED CHARACTERS SHALL BE 48 INCHES MINIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE LOWEST RAISED CHARACTER AND 60 INCHES MAXIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE TO THE HIGHEST RAISED CHARACTER. AREA OF REFUGE 18" A 5/8" - 2" CL CL CL SIGN PLACEMENT PICTOGRAM FIELD WOMENMEN 6" MIN. NOT IN PICTOGRAM FIELD INTERNATIONAL SYMBOL OF ACCESSIBILITY VOLUME-CONTROLLED TELEPHONE INTERNATIONAL TTY SYMBOL INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS SYMBOLS SECTION 27" MAX. X X 12" MIN. NOTE: X EQUALS ACTUAL TREAD DEPTH -11" MIN. 4" - 7" NOTES: 1. ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND TREAD DEPTHS. 2. OPEN RISERS SHALL NOT BE PERMITTED. 3. RADIUS OF CURVATURE OF THE LANDING EDGE TREAD SHALL BE 1/2" MAX. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAX. FROM THE VERTICAL. THE PERMITTED PROJECTION OF THE NOSING SHALL BE 1 1/2" MAX. BEYOND THE TREAD BELOW. 4. THE LEADING 2" OF THE TREAD SHALL HAVE VISUAL CONTRAST OF DARK-ON-LIGHT OR LIGHT-ON-DARK FROM THE REMAINDER OF THE TREAD. 5. STAIR TREADS AND LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT WATER ACCUMULATION. 6. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS. 7. HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT. 8. HANDRAILS SHALL BE A CONSISTENT HEIGHT ABOVE STAIR NOSING. 9. AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. SUCH EXTENSION SHALL CONTINUE WITH A HORIZONTAL EXTENSION OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT OR SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE. 10. HANDRAILS, AND ANY WALL OR OTHER SURFACE ADJACENT TO THEM, SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL BE ROUNDED. 11. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 38" MAX. 34'' MIN. HANDRAIL CLEARANCE 1 1/2" MIN. CIRCULAR HANDRAIL CROSS SECTION 1 1/4" - 2" NONCIRCULAR HANDRAIL CROSS SECTION NONCIRCULAR HANDRAIL CROSS SECTION 4" -6 1/4" PERIMETER 2 1/4" MAX. 2 1 /4 " M A X . 4" -6 1/4" PERIMETER 1 1/2" MIN. CL 15 " - 48 " 2" M I N .1 48 " M I N . - 60 " M A X . CL 72 " M I N . B A 5" 29 " FLOOR DESIGNATIONS ON JAMBS OF ELEVATOR HOISTWAY ENTRANCES TO FINISH FLOOR 48 " M I N . - 60 " M A X . THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED BY SENSING AN OBSTRUCTION AT LINE A AND LINE B. LINES A AND B REPRESENT THE VERTICAL LOCATIONS OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT. 20 1ADJOINING SURFACE MAX. SLOPE 1:20 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS 1 12 CURB RAMP MAX. SLOPE 1:12 SIDES OF CURB RAMPS FLARED SIDES 1:10 MAX. SLOPE CURB OF RAMP FLARES PAINTED IF ADJACENT CURB IS PAINTED 1 10 3 6 " M I N . 3 6 " M I N . FLARED SIDES 36" MIN. LANDING AS CURB RAMP AT LEAST AS WIDE NOTES: 1. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. 2. CURB RAMPS SHALL BE 36" MINIMUM IN WIDTH, EXCLUSIVE OF FLARED SIDES. 3. LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING SHALL BE 36" MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP EXCLUDING FLARED SIDES. 4. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. 5. RAISED ISLANDS IN CROSSINGS SHALL HAVE A CUT-THROUGH OR HAVE A CURB RAMP AT BOTH SIDES. TRUNCATED DOME SURFACE , RAMP OPPOSING COLOR PER LOCAL REQUIREMENTS 24" MIN.2 4 " M I N . 48 " M I N . DIAGONAL CURB RAMPS TOP OF CURB RAMP PER 403.5 32"-36" MIN. CUT-THROUGH AT ISLAND CURB RAMP AT ISLAND 48 " M I N . 36" MIN. 16" - 18" PROVIDE BLOCKING IN WALL BEHIND ALL GRAB BAR LOCATIONS NOTES: 1. TURNING SPACE PER SECTION 304 SHALL BE PROVIDED WITHIN TOILET AND BATHING ROOMS. 2. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE FOR ANY FIXTURE WITHIN TOILET AND BATHING ROOMS. EXCEPTION: WHERE THE TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE (30" X 48") IS PROVIDED BEYOND THE ARC OF THE DOOR SWING. 3. WHERE MIRRORS ARE LOCATED ABOVE AN ACCESSIBLE LAVATORY OR COUNTER, THE BOTTOM EDGE OF THE REFLECTIVE SURFACE SHALL BE MOUNTED 40" MAX. ABOVE THE FLOOR. 4. FLUSH CONTROLS MAY BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. 5. GRAB BARS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4" MIN. AND 2" MAX. 6. GRAB BARS WITH A NONCIRCULAR CROSS SECTION SHALL HAVE A CROSS SECTION OF 2" MAX. AND A PERIMETER DIMENSION OF 4" MIN. - 4.8" MAX. 7. THE SPACE BETWEEN THE GRAB BAR AND THE WALL SHALL BE 1 1/2". THE SPACE BETWEEN THE GRAB BAR AND PROTRUDING OBJECT BELOW AND AT THE ENDS OF THE GRAB BAR SHALL BE 1 1/2". THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE THE GRAB BAR SHALL BE 12" MIN. 8. THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE 9" MIN. TOE CLEARANCE ABOVE THE FLOOR AND EXTEND 6" BEYOND THE COMPARTMENT SIDE FACE OF THE PARTITION. CL 60" MIN. 59" MIN. FLOOR MOUNTED 56" MIN. WALL MOUNTED OTHER FIXTURES NOT ALLOWED WITHIN THIS AREA ACCESSIBLE WATER CLOSET PLAN 33" - 36" 17" - 19" MAX. 12"42" MIN. 54" MIN. 39" - 41" 39" - 41" 18" MIN. 33" - 36" MIN. 24" MIN. 12" 36" MIN. CL SIDE WALL WATER CLOSET GRAB BARS ACCESSIBLE WATER CLOSET DISPENSER LOCATIONS (SINGLE) CL 7" -9" TOILET TISSUE DISPENSER PLACEMENT (SINGLE HORIZONTAL OR DOUBLE VERTICAL) 18" MIN.1 1/2" MIN. 1 1/2" MIN. PROJECTING DISPENSERS RECESSED DISPENSE RS 1 1/2" 17" - 19" CL AMBULATORY ACCESSIBLE COMPARTMENT 60" MIN. 42" MIN. REAR WALL WATER CLOSET GRAB BARS GRAB BARS SHALL COMPLY WITH SIDE WALL WATER CLOSET GRAB BARS 36" MIN. ACCESSIBLE COMPARTMENT DOOR OPENINGS 42" MIN. 4" MAX.56" MIN. 32" MIN. 32" MIN. 55" MIN. FLOOR MOUTNED W.C. 52" MIN. WALL MOUNTED W.C. 4 1/8" MAX. ALTERNAT E DOOR LOCATION 59" MIN. FLOOR MOUNTED W.C. 56" MIN. WALL MOUNTED W.C. 60" DOOR SHALL NOT SWING INTO THE REQUIRED MIN. AREA OF THE COMPARTMENT ACCESSIBLE COMPARTMENT DOOR OPENING -ALTERNATE CLEAR FLOOR SPACE CLEAR FLOOR SPACE 32" MIN. MIN. 9" PARTITION 6" MIN. 12" PARTITION 6" ADULT COMPARTMENT TOE CLEARANCE CHILDREN COMPARTMENT TOE CLEARANCE TOE CLEARANCE PLAN 6" 6" ACCESSIBLE WATER CLOSET DISPENSER LOCATIONS (DOUBLE) CL 7" -9" 18" MIN.1 1/2" MIN. TOILET TISSUE DISPENSER PLACEMENT (DOUBLE HORIZONTAL) TO CENTERLINE OF FARTHEST TOILET TISSUE ROLL DISPENSERS SHOWN FOR GRAPHIC REPRESENTATION ONLY DISPENSERS SHOWN FOR GRAPHIC REPRESENTATION ONLY 17" MAX. 13 1/2" MIN. MIN. 13 5/8" WALL MOUNTED TYPE STALL TYPE MAX. 17" 48" MAX. X WHEN PARTITIONS ARE PROVIDED AT ACCESSIBLE URINALS, X = 30" MIN. TO PROVIDE FOR FORWARD APPROACH CLEAR FLOOR SPACE MAX. 12" 60" MIN. THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 1 8 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A5 5 2 TY P I C A L A D A / A N S I DE T A I L S 22 -12 7 CH JK ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/4" = 1'-0"A552 PARKING SPACESA6 SCALE:1/2" = 1'-0"A552 DRINKING FOUNTAINSC3 SCALE:1/2" = 1'-0"A552 LAVATORIES AND SINKSC4 SCALE:1/2" = 1'-0"A552 SIGNAGE REQUIREMENTSD4 SCALE:1/2" = 1'-0"A552 STAIRS & HANDRAILSD2 SCALE:1/2" = 1'-0"A552 ELEVATORA3 SCALE:1/2" = 1'-0"A552 CURB RAMPSA2 SCALE:1/2" = 1'-0"A552 WATER CLOSETS AND TOILET COMPARTMENTSB6 SCALE:1/2" = 1'-0"A552 URINALSB4 REV. DATE DESCRIPTION ACCESSIBLE ELECTRIC VEHICLE CONCRETE WHEEL STOP INTERNATIONAL SYMBOL OF ACCESSIBILITY SINGLE ELECTRIC VEHICLE CHARGING STATION, 30" X 48" REQUIREMENT ON 3 SIDES OF EQUIPMENT COORDINATE W/SELECTED MANUFACTURER ZERO HEIGHT CURB TO PARKING LOT TRANSITION FOR ADA PARKING ACCESS 1:48 MAX CROSS SLOPE AC C E S S A I S L E CONTROLS FOR E.V. STATION ON ACCESS AISLE SIDE AND MOUNTED BETWEEN 15" MIN. TO 48" MAX. ABOVE FINISH SURFACE NO PARKING ACCESSIBLE ELECTRIC VEHICLE DUAL ELECTRIC VEHICLE CHARGING STATION, 30" X 48" REQUIREMENT ON 3 SIDES OF EQUIPMENT COORDINATE W/SELECTED MANUFACTURER ZERO HEIGHT CURB TO PARKING LOT TRANSITION FOR ADA PARKING ACCESS CONTROLS FOR E.V. STATION ON ACCESS AISLE SIDE AND MOUNTED BETWEEN 15" MIN TO 48" MAX. ABOVE FINISH SURFACE CONCRETE WHEEL STOP INTERNATIONAL SYMBOL OF ACCESSIBILITY 1:48 MAX CROSS SLOPE SINGLE ADA STALL ADA STALL ADJACENT TO PARKING STALL SLOPE 1"/12" MAX. SLOPE 1"/12" MAX. NON ACCESSIBLE ELECTRIC VEHICLE 30" 30" 3 0 " 3 0 " 30" 30" 36" MIN SLOPE 1"/12" MAX. NO PARKING 36" MIN STEEL PIPE STYLE CONCRETE PAD 12" DIA. CONCRETE BASE 1' - 0" VERIFY VERIFY 6' - 0" 2' - 0" VERIFY EDGE OF BIKE RACK PAD EDGE OF BIKE RACK PAD BIKE AREA 1' - 0" 2' - 0" 3' - 0" ELEVATION/SECTION PLAN VERIFY REQUIREMENTS W/LOCAL AUTHORITY HAVING JURISDICTION ED G E O F B I K E R A C K PA D 30" X 48" CLEARANCE M A N U E V E RI N G S P A C E 5'-0" DIA M E T E R CLEAR FLOOR SPACE MAY NOT HAVE SLOPES STEEPER THAN 1:48 MAX. MAX. 0' - 2 1/2" 0' - 2" MAX. 18" MIN. 19" MAX 17" MIN. 24" MAX 20" MIN. 42" MIN. NOTE: 1. CLEAR FLOOR SPACE OF 30" X 48" SHALL BE PROVIDED AT THE END OF THE BENCH SEAT AND PARALLEL TO THE SHORT AXIS OF THE BENCH 2. THE BENCH SHALL PROVIDE BACK SUPPORT OR SHALL BE AFFIXED TO A WALL. BACK SUPPORT SHALL BE 42" LONG MIN. AND SHALL EXTEND FROM A POINT 2" MAX. ABOVE THE SEAT SURFACE TO A POINT 18" MIN. ABOVE THE SEAT SURFACE. BACK SUPPORT SHALL BE 2 1/2" MAX FROM THE REAR EDGE OF THE SEAT MEASURED HORIZONTALLY. 3. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE SEAT, FASTENER, MOUNTING DEVICE, OR SUPPORT STRUCTURE. 4. WHERE INSTALLED IN WET LOCATIONS, THE SURFACE OF THE SEAT SHALL BE SLIP RESISTANT AND SHALL NOT ACCUMULATE WATER. 5. THE FLOOR OR GROUND SURFACE WITHIN THE REQUIRED MANEUVERING CLEARANCES SHALL SLOPE NO MORE THAN 1:48 (2%) AND CHANGES IN LEVEL WITHIN THIS AREA ARE NOT PERMITTED. 30 X 4 8 C L E A R F L O O R S P A C E THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 1 8 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A5 5 3 TY P I C A L A D A / A N S I DE T A I L S 22 -12 7 CH JK ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:3/16" = 1'-0"A553 ADA ELECTRIC VEHICLE PARKINGA3 SCALE:1/2" = 1'-0"A553 BIKE RACK DETAILA5 SCALE:1/2" = 1'-0"A553 ADA BENCH REQUIREMENTSB2 REV. DATE DESCRIPTION 07/21/23 CITY COMMENTS 1 12" - 18" PROVIDE BLOCKING IN WALL BEHIND ALL GRAB BAR LOCATIONS NOTES: 1. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. 2. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY OR SO NOT ALLOW CONTINUOUS PAPER FLOW. CL CHILDREN'S USE ACCESSIBLE WATER CLOSET PLAN 18" - 27" MAX. 12"42" MIN. 54" MIN. 34" - 36" 21" - 30" 18" MIN. 18" - 27" MIN. 24" MIN. 12" 36" MIN. CL CHILDREN'S USE SIDE WALL WATER CLOSET GRAB BARSCHILDREN'S USE ACCESSIBLE WATER CLOSET DISPENSER LOCATIONS 24 1/8" MIN. TOILET TISSUE DISPENSER PLACEMENT 14" - 19" 1 1/2" MIN. CHILDREN'S USE REAR WALL WATER CLOSET GRAB BARS 11" - 17" 42" MAX. CEILING MOUNTED ALARM DEVICESWALL MOUNTED ALARM DEVICES CEILING CE I L I N G H T . > 3 0 F T . FLOOR 30'-0" MAX. TYP. 9". 6'-8" MIN. -- 8'-0" MAX. 7'-0" TYPICAL 6'-8" MIN. -- 8'-0" MAX. 7'-0" TYPICAL VARIES TYP. 9". 6'-8" MIN. -- 8'-0" MAX. 7'-0" TYPICAL TYP. 9". DOORBELL W/ LIGHT (HEARING IMPAIRED) FIRE ALARM STROBE DEVICE FIRE ALARM HORN DEVICE SMOKE DETECTOR EMERGENC Y LIGHT SMOKE DETECTOR & FIRE ALARM STROBE N S DB 4" MIN.SD S DB 4" MIN. 6'-8" MIN. -- 8'-0" MAX. 7'-0" TYPICAL TOILET SEAT HEIGHT RE F E R T O EL E V A T I O N S (1 8 " M I N . 48 " M A X . ) TOILET SEAT HEIGHTGRAB BAR SURFACE MTD. TOILET PAPER ROLL HOLDER DUAL TOILET PAPER HOLDER SURFACE MTD. UNDERSIDE OF VANITY SKIRT TOILET PAPER DISPENSER SHOWER CURTAIN ROD SURFACE MTD. GRAB BAR (VERTICAL) SURFACE MTD. TOWEL BAR SURFACE MOUNTED ON E L O W E R HO O K I N A C C . BA T H S O N L Y TOWEL DISP./ WASTE RECEPT. SEMI-RECESSED SANITARY NAPKIN DISPENSER SEMI-RECESSED FOLDING SHOWER SEAT SURFACE MOUNTED LINE OF WALL MIRROR SURFACE MOUNTED PAPER TOWEL / SOAP DISPENSER SURFACE MOUNTED GRAB BAR (ACCESSIBILITY) SURFACE MTD. TOWEL/ROBE HOOKS SURFACE MOUNTED GRAB BAR (VERTICAL) SURFACE MTD. ALL EQUIPMENT CONTROLS OR PRODUCT DISPENSER LOCATIONS MUST BE WITHIN REACH RANGE AS INDICATED NOTE: GRAB BARS ·PROVIDE 12" CLEAR AREA ABOVE GRAB BARS TYP.·PROVIDE 1.5" CLEAR AREA BETWEEN GRAB BARS AND ADJACENT ACCESSORIES I.E. SHOWER CONTROLS, SHOWER FITTING, AND OTHER GRAB BARS ·PROVIDE BLOCKING TO SUPPORT MIN. 250 LBS. OF VERTICAL AND HORIZONTAL FORCE TOWEL/ROBE HOOKS SURFACE MOUNTED FLUSH LEVER POSITIONS TO FACE OPEN SIDE OF W.C. TYP. SHOWER HEAD NOTE:NOTE: PROVIDE OVER HAND WASH SINK IN KITCHEN 4' - 0". MAX 3'-4" MAX. VARIES 16". 1' - 6". T.O. CONTROLS 4'-0" MAX. 4' - 0" MAX. 3-'4" ACC. 15". REACH RANGE FRONT/SIDE 48" A.F.F. MAX. 5' - 9". 1'-11". REACH RANGE FRONT/SIDE 15".48" A.F.F. MAX. 1'-11". (1 8 " M I N . 48 " M A X . ) FROM FRONT 7"-9" 16" - 18" 17"-19" T.O. GRIPING SURFACE 33"-36" U.N.O. VARIES BOWED SHOWER ROD 6'10". B.O. SHOWER HEAD 6'-10". (AT ADAAG SHOWERS ONLY) 6'10" STRAIGHT ROD FROM FRONT 7"-9" MAX. 12". MIN. 42". 39"-41" 4' - 6" MIN MIN. 36". MIN. 24". MIN. 12". 18" MIN. 39" - 41" 2' - 0". VARIES MAX. 12".42" MIN. 39"-41". 4' - 6" MIN MIN. 36". MIN. 24". MIN. 12". 16" - 18" 18" MIN. 39" - 41" 33" - 36" 17"-19" 33" - 36"3". VARIES TO REFLECTIVE SURFACE CLCL 4' - 0". MAX TOILET SEAT COVER DISPENSER 15". REACH RANGE FRONT/SIDE 48" A.F.F. MAX. SOAP DISPENSER SURFACE MOUNTED CHANGING SURFACE 27" MIN. B.O. BABY CHANGING STATION F T 3'-11" T.O. HANDLE 3'-11" T.O. CONTROLS 4'-0" MAX. T.O. HANDLE FIRE PULL STATION THERMOSTAT OUTLETS, DATA, TV, & TELEPHONE TYP. 1'-8". MIN. 1'-3". 4' - 0" MAX. SWITCH & CARD READER, TYP SWITCH & CARD READER, TYP DESK, ETC. 3'-7" ABV. COUNTER, T.O. CONTROLS 4'-0" MAX. ELECTRIC HAND DRYER FIRE EXTINGUISHER CABINET CHANGING SURFACE 34" MAX T.O. T.O. CONTROLS 4'-0" MAX 42" MAX. DESK, ETC. 3'-7" ABV. COUNTER, 3'-7" T.O. CONTROL THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 1 9 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A5 5 4 TY P I C A L A D A / A N S I DE T A I L S 22 -12 7 CH JK ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/2" = 1'-0"A554 WATER CLOSETS AND TOILET COMPARTMENTS FOR CHILDREN'S USEE4 SCALE:1 1/2" = 1'-0"A554 ALARMSA5 SCALE:1/4" = 1'-0"A554 TYPICAL ACCESSIBLE MOUNTING HEIGHTSB6 REV. DATE DESCRIPTION 07/21/23 CITY COMMENTS 1 1 CUT PENETRATION FLASHING AND FOLD THROUGH ROUGH OPENING, MINIMUM 2" 2" 2" EXTEND PENETRATION FLASHING 12" BEYOND ROUGH OPENING AT EACH END OF SILL ATTACH PENETRATION FLASHING TO ROUGH OPENING AT INTERIOR FACE OF FRAMING BUTTERFLY BOTTOM CORNERS WITH SELF-ADHESIVE FLEXIBLE FLASHING. 12" 9" 12" . 9" 9" 9" 9" MIN 9" 9" MIN FACTORY FORMED CORNER BOOTS . SHEET METAL SILL PANS, DO NOT PENETRATE PANS WITH FASTENERS * SEE DETAILS 12 AND 13 FOR TYPICAL PANS SET SILL PAN IN BEAD OF SEALANT AS SHOWN, SLOPE PAN TO DRAIN . CUT PENETRATION FLASHING AND FOLD THROUGH ROUGH OPENING, MINIMUM 2" 18" 2" 9" 9" . 9" 9" 9" 9" 9" FACTORY FORMED CORNER BOOTS . 2" 18" 18" 9" . INSTALL STOREFRONT PER MANUFACTURER'S SPECIFICATIONS, IF WINDOW INSTALLATION DIFFERS FROM MANUFACTURER'S INSTALLATION INSTRUCTIONS, NOTIFY ARCHITECT OF DISCREPANCIES INSTALL 3/8" WIDE SEALANT JOINT (MINIMUM) WITH BACKER ROD AROUND INTERIOR PERIMETER OF STOREFRONT SLEEVE AT HEAD, JAMBS, AND SILL NOTE: VIEW OF WINDOW FROM INTERIOR AT SILL, INSTALL SEALANT JOINT BETWEEN BACKDAM OF SILL PAN AND WINDOW . INSTALL 24 GA HEAD FLASHING, SEE DETAILS FOR TYPICAL FLASHING DETAILS INSTALL 24 GA HEAD FLASHING, SEE DETAILS FOR TYPICAL FLASHING DETAILS 1/4" 1/2" 1" 1/2" 1" 1/4" UNBROKEN FOLDED END DAM 24 GAUGE SHEET METAL HEAD FLASHING WITH 7 DEGREE SLOPE FULLY SOLDERED END DAM 24 GAUGE SHEET METAL HEAD FLASHING WITH 7 DEGREE SLOPE 6" 6" SOLDERED END DAM FOLDED END DAM HEMMED DRIP EDGE, TYPICAL H E A D D E P T H +1 /8 " H E A D D E P T H +1 /8 " HEMMED DRIP EDGE, TYPICAL 6" 2" VERIFY HEIGHT OF BACK DAM WITH WINDOW MANUFACTURER AND INTERIOR TRIM, 3/4" MINIMUM BACK DAM FRAME DEPTH + 1/2" VERIFY 24 GAUGE SHEET METAL SILL PAN, FULLY SOLDERED, SET PAN IN FULL BED OF SEALANT, DO NOT PENETRATE HORIZONTAL SURFACES WITH FASTENERS SLOPE SILL PAN TO DRAIN COORDINATE HEIGHT OF BACK DAM WITH THRESHOLD AND JAMB AT DOORS, NO ATTACHMENTS THROUGH HORIZONTAL SILL PAN 24 GAUGE FULLY SOLDERED SHEET METAL SILL PAN, SHIM DOOR THRESHOLD OFF PAN SURFACE TO DRAIN AND SET BACK LEG OF PAN IN CONTINUOUS SEALANT SECURE TO SUBSTRATE, COORDINATE ATTACHMENTS WITH WATERPROOFING MEMBRANE MANUFACTURER, SEE DETAILS FOR LEG CONFIGURATION 6" 6 " 3" SLOPE SILL PAN TO DRAIN VERIFY WITH SITE CONDITIONS FRAME DEPTH + 1/2" VERIFY LINTELSILL NOTE: SEAL GLASS POCKET OF DOOR JAMB AT SILL. NOTE: SEALANT ON BACK LEG OF FLASHING TO BE APPLIED PRIOR TO INSTALLATION OF FRAME. NOTE: SEAL OVER HEADS OF ALL PERIMETER OPENINGS. SHEET ALUM. END DAM SEALANT FLASHING STOREFRONT & UNFLANGED DOORS 1. WRAP DOOR OPENINGS SIMILAR TO STEPS A THROUGH K. SEE ARCHITECTURAL DRAWINGS FOR HEAD FLASHING CONFIGURATIONS AND ADDITIONAL DETAILS. DO NOT PENETRATE SILL PAN WITH FASTENERS. THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 2 0 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A6 0 0 FL A S H I N G D E T A I L S 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:3/8" = 1'-0"A600 STEP A: SILL PENETRATION FLASHING1SCALE:3/8" = 1'-0"A600 STEP B: SILL CORNER BOOTS2 SCALE:3/8" = 1'-0"A600 STEP C: SILL PLAN3 SCALE:3/8" = 1'-0"A600 STEP D: JAMB PENETRATION FLASHING4 SCALE:3/8" = 1'-0"A600 STEP E: HEAD CORNER BOOTS5 SCALE:3/8" = 1'-0"A600 STEP F: HEAD PENETRATION FLASHING6 SCALE:3/8" = 1'-0"A600 STEP G: STOREFRONT7 SCALE:3/8" = 1'-0"A600 STEP H: INTERIOR SEAL AND JOINT8 SCALE:3/8" = 1'-0"A600 STEP J: HEAD FLASHING9 SCALE:3/8" = 1'-0"A600 STEP K: WEATHER RESISTIVE BARRIER10 SCALE:3/4" = 1'-0"A600 TYP. HEAD FLASHING11 SCALE:1" = 1'-0"A600 TYP. WINDOW PAN (SHEET METAL)12 SCALE:1" = 1'-0"A600 TYP. STOREFRONT & DOOR PAN (SHEET METAL)13 SCALE:1 1/2" = 1'-0"A600 FLASHING DETAIL @JAMB14 REV. DATE DESCRIPTION 3' - 2"4' - 0"5' - 0" PU S H P L A T E S , HA N D L E S , PU S H B A R S DE A D B O L T VI E W E R S / S I G N A G E WINDOW OR SIGN TYPE A TYPE B 10" 10" INSULATED SAFETY GLASS INSULATED SAFETY GLASS TYPE C 5' - 0" SECURITY DOOR VIEWER Level 1 0' -0" SAFETY GLASS* *** * 2'-8" 2" 7'-0" 2'-8" 2" 4'-11" 2" 1'-3" 2" 6" 7'-6 1/4" 2" 1'-0 1/4" 2" 6'-0" 3'-0"3'-0" DOOR TYPE ASAFETY GLASS* * 2" 2'-8" 2" 4'-11" 2" 1'-3" 2" 9'-6" 6" 2" 3'-8" 9'-4 7/8" 6" 2" 2'-8" 2" 4'-11" 2" 1'-3" 2" 11'-6" 2" 3'-7" 2" 3'-8" 2" 3'-7" SAFETY GLASS* *** SAFETY GLASS* *** ** * * * * 6" 9'-6" 2" 2'-8" 2" 4'-11" 2" 1'-3" 2" 2'-11 1/2" 2" 3'-0 1/2" 2" 3'-0" 2" 3'-0 1/2" 2" 2'-11 1/2" 2" DOOR TYPE B SAFETY GLASS* * 3' - 0" 7' - 11 1/2" 4' - 11 1/2" 8'-0" 2" 1'-8" 2" 3'-8" 2" 4'-0" SAFETY GLASS* ** 7' - 11 1/2" 4' - 11 1/2" 3' - 11 1/2" Level 1 0' -0" 7' - 11 1/2" 1' - 4" 4' - 11 1/2" * Level 1 0' -0" 7' - 11 1/2" 3' - 6" 4' - 11 1/2" * SAFETY GLASS* THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 7/ 1 8 / 2 0 2 3 4 : 5 8 : 2 1 P M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A6 0 1 DO O R & W I N D O W SC H E D U L E 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET HARDWARE LEGEND HS-1 ENTRANCE DOOR 2 SETS PIVOTING/HINGING: OFFSET PIVOT; TOP AND INTERMEDIATE 2 SETS CLOSERS: DORMA BTS 80 NHO; CONCEALED FLOOR CLOSER; SINGLE ACTING; OFFSET PIVOT 1 LATCHES/STRIKE: ADAMS-RITE MS1830 WITH PROVISIONS FOR KEYED CYLINDERS ON INTERIOR FACE ONLY; MOUNT TO BOTTOM KEYING: ALL LOCKSET AND DEADBOLTS SHALL BE KEYED AS DIRECTED BY OWNER 1 CYLINDER GUARD 1 EA PUSH/PULLS: ARCADIA RADIUS PUSH-PULL SET; STRAIGHT PULL OPTION; CLEAR FINISH 1 SET WEATHER STRIPPING: HARD-BACKED POLY PILE IN DOOR AND/OR FRAME, INCL. SILL SWEEPS: BRUSH STRIP, CONCEALED 1 THRESHOLD: EXTRUDED ALUMINUM WITH RIBBED SURFACE 1 TRANSOM DECAL: ("THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" ) HS-2 ENTRANCE DOOR 1 SET PIVOTING/HINGING: OFFSET PIVOT; TOP AND INTERMEDIATE 1 SET CLOSERS: DORMA BTS 80 NHO; CONCEALED FLOOR CLOSER; SINGLE ACTING; OFFSET PIVOT 1 LATCHES/STRIKE: ADAMS-RITE MS1830 WITH PROVISIONS FOR KEYED CYLINDERS ON INTERIOR FACE ONLY; MOUNT TO BOTTOM KEYING: ALL LOCKSET AND DEADBOLTS SHALL BE KEYED AS DIRECTED BY OWNER 1 CYLINDER GUARD 1 PUSH/PULLS: ARCADIA RADIUS PUSH-PULL SET; STRAIGHT PULL OPTION; CLEAR FINISH 1 SET WEATHER STRIPPING: HARD-BACKED POLY PILE IN DOOR AND/OR FRAME, INCL. SILL SWEEPS: BRUSH STRIP, CONCEALED 1 THRESHOLD: EXTRUDED ALUMINUM WITH RIBBED SURFACE 1 TRANSOM DECAL: ("THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" ) HS-3 SERVICE DOOR 2 PAIR BUTT HINGES 1 CLOSER: DORMA -8916 DOOR CLOSER 8916 AF89P 1 SECURING DEVICE: FALCON LOCK -C607 7-PIN CORE COMBINATION "A" KEYWAY 1 SECURING DEVICE: SUR-LOCK -I/O 2000L-03IC AUTO LOCKING DOOR ALARM, IC; NO CTR INCLUDES -MORTISE CYLINDER 1 DOOR STOP: ROCKWOOD 473 DOOR STOP WITH HOOK 1 DOOR BELL: NUTONE -MCV309NWHGL DOOR BELL 1 THRESHOLD: NATIONAL GUARD -325 HALF SADDLE THRESHOLD 1 MISCELLANEOUS: NATIONAL GUARD -137NA WEATHER STRIP 1 KICKPLATE: ROCKWOOD -10”KICKPLATE (PUSH SIDE) 1 MISCELLANEOUS: NATIONAL GUARD -16A RAIN DRIP 1 PEEP HOLE: DS-6 DOOR SPY PROVIDE AIR CURTAIN AND ASSOCIATED POWER SCALE:1/2" = 1'-0"A601 DOOR MOUNTING HEIGHT10 SCALE:1/2" = 1'-0"A601 DOOR TYPE11 DOOR SCHEDULE DOOR # DESCRIPTION WIDTH HEIGHT TYPE THICKNESS FRAME TYPE FRAME FINISH DOOR CONSTRUCTION DOOR FINISH HARDWARE SET COMMENTS 101A DOOR - STOREFRONT METAL FRAME DOUBLE 6' - 0" 7' - 0" A ALUMINUM ANODIZED DARK BRONZE ALUM. / GLASS ANODIZED DARK BRONZE HS-1 101B DOOR - STOREFRONT METAL FRAME SINGLE 3' - 0" 7' - 0" C ALUMINUM ANODIZED DARK BRONZE ALUM. / GLASS ANODIZED DARK BRONZE HS-2 101D DOOR - STOREFRONT METAL FRAME SINGLE 3' - 0" 7' - 0" C ALUMINUM ANODIZED DARK BRONZE ALUM. / GLASS ANODIZED DARK BRONZE HS-2 101E DOOR - STOREFRONT METAL FRAME DOUBLE 6' - 0" 7' - 0" A ALUMINUM ANODIZED DARK BRONZE ALUM. / GLASS ANODIZED DARK BRONZE HS-1 101F DOOR - SINGLE SERVICE - 42IN 1070MM 3' - 6" 7' - 0" B 0' - 2" HOLLOW METAL PAINT HOLLOW METAL PAINT HS-3 SEE EXTERIOR ELEVATIONS SHEET A-200 FOR PAIN COLOR WINDOW SCHEDULE TYPE MARK DESCRIPTION RESPONSIBILITY COMMENTS A DRIVE THRU WINDOW - DARK BRONZE STORFRONT SCHEDULE TYPE MARK DESCRIPTION RESPONSIBILITY COMMENTS S1 ALLUMINUM STOREFRONT - DARK BRONZE GC 1" INSULATED GLASS S2 ALLUMINUM STOREFRONT - DARK BRONZE GC 1" INSULATED GLASS S3 ALLUMINUM STOREFRONT - DARK BRONZE GC 1" INSULATED GLASS S4 ALLUMINUM STOREFRONT - DARK BRONZE GC 1" INSULATED GLASS S5 DRIVE THRU STOREFRONT - DARK BRONZE GC 1" INSULATED GLASS S6 DRIVE THRU STOREFRONT - DARK BRONZE GC 1" INSULATED GLASS S7 ALLUMINUM STOREFRONT - DARK BRONZE GC 1" INSULATED GLASS S8 ALLUMINUM STOREFRONT - DARK BRONZE GC 1" INSULATED GLASS SCALE:1/2" = 1'-0"A601 STOREFRONT S11SCALE:1/2" = 1'-0"A601 STOREFRONT S22 SCALE:1/2" = 1'-0"A601 STOREFRONT S33 SCALE:1/2" = 1'-0"A601 STOREFRONT S44 SCALE:1/2" = 1'-0"A601 STOREFRONT S66 SCALE:1/2" = 1'-0"A601 STOREFRONT S77 SCALE:1/2" = 1'-0"A601 WINDOW A9 REV. DATE DESCRIPTION SCALE:1/2" = 1'-0"A601 STOREFRONT S88 SCALE:1/2" = 1'-0"A601 STOREFRONT S55