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Home My WebLink AboutRESUBMITTAL - 22-00034 - Nitro Car WashAuthor Name Author Email Author Phone No.: Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164 Alex Owens Alex.Owens@rexburg.org 208-372-2330 Cody Jones Cody.Jones@rexburg.org 208-372-2173 Don Allen Don.Allen@rexburg.org 208-372-2174 Description : Nitro Car Wash Address : 1371 N 2nd E Application Type : Document Filename : 220118 Rexburg ID Nitro - Combined.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 G0.2 Free text Cody Jones : Building Open 3 This sign to be installed on both doors. G0.2 Free text Cody Jones : Building Open 3 Any concealed spaces need fire blocked/ draft stopped as per IBC. (concealed attic areas over 3,000sq feet.) G0.2 Free text Cody Jones : Building Open 3 Exit lighting and exit signs to comply with section 1008 and 1013. G0.2 Free text Cody Jones : Building Open 3 Glass and glazing to meet requirements of chapter 24. A0.1 Free text Cody Jones : Building Open 4 Minimum of one needs to be ADA van accessible. as per section 1106.1 and 1106.5. A0.2 Free text Cody Jones : Building Open 5 Cross slope of sidewalk to not exceed 2% slope. A2.5 Free text Cody Jones : Building Open 20 Suspended ceiling to be installed to manufacturers specifications. S1.0 Free text Cody Jones : Building Open 48 Special inspector needs to be identified. S1.0 Free text Cody Jones : Building Open 48 Grade to slope away from building 6" in first 10'. # 22-00034 New Commercial Building Report Date: 02.04.2022 Approval of plans does not constitute approval of variance from code Page 1 of 2 see updated drawing sheet G0.2 see updated drawing sheet G0.2 see updated drawing sheet G0.2 see updated drawing sheet G0.2 see updated drawing sheet A0.1 see updated drawing sheet A0.2 see updated drawing sheet A2.5 see updated drawing sheet S1.0 see updated drawing sheet S1.0 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments S1.0 Free text Cody Jones : Building Open 48 Will need precast wall submittals with third party inspector results. E-1 Free text Alex Owens : Electrical Open 61 Verify all electrical work inside "wash tunnel" is rated for wet location. A0.1 Free text Kyle Baldwin : P&Z Open 4 Please show required snow storage locations, and provide landscaping plan. Please review Central Features and Community Spaces in Development Code (6.00.040) and include provisions to meet this requirement. A0.1 Callout Kyle Baldwin : P&Z Open 4 Please show public sidewalk and internal sidewalk locations for pedestrian connectivity requirement Report Date: 02.04.2022 Approval of plans does not constitute approval of variance from code Page 2 of 2 Powered by TCPDF (www.tcpdf.org) by subsequent deferred submittal see updated drawing sheet E-1 see updated drawing sheet C.3.1 & C.3.2 see updated drawing sheet C.3.1 STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A0.0 COVER SHEET AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 BUILDING CODES AS ADOPTED BY THE CITY OF REXBURG, ID: -2018 IBC / IMC / IFGC / IECC / IFC -AS ADOPTED BY THE CITY OF REXBURG, ID -2017 NEC -2017 IDAHO PLUMBING CODE DESIGN CRITERIA DEVELOPMENT TEAM OWNER : TETON MANAGEMENT GROUP PO BOX 217 TETONIA, ID 83452 ZACHARY HARMAN 208.670.0344 ZACHARY@TETONMANAGEMENTGROUP.COM GENERAL CONTRACTOR: UNCOMMON BUILDERS 1054 N 575 E FIRTH, ID 83236 KERRY ADOLPHSON 208.541.9823 UNCOMMONBUILDERS@GMAIL.COM SPECIAL INSPECTOR: ATLAS TECHNICAL CONSULTANTS 17778 E PRECISION DR IDAHO FALLS ID 83401 208-529-8242 STRUCTURAL ENGINEER: FROST STRUCTURAL ENGINEERING 1020 E LINCOLN RD IDAHO FALLS, ID 83401 208.227.8404 EXT 204 BRIGHAM CHRISTENSEN BRIGHAMC@FROSTSTRUCTURAL.COM ARCHITECT: SPOTLESS WASH SOLUTIONS USA PO BOX 5456 TWIN FALLS, ID 83301 JOSHUA E HOWA 208.841.4524 JOSH@SPOTLESSWASHSOLUTIONS.COM CIVIL ENGINEER: HORROCKS ENGINEERS 2194 SNAKE RIVER PKWY, STE 205 IDAHO FALLS, ID 83402 208.522.1223 CADEN FUHRIMAN CADENF@HORROCKS.COM MECHANICAL / ELECTRICAL ENGINEER: KARTCHENER BEAUCANNON ASSOCIATES 1301 SOUTH FIVE MILE RD BOISE, ID 83709 208.888.7145 JUSTIN BEAUCANNON JBEAUCANNON@KBAMEP.COM VICINITY MAP DEFERRED SUBMITTALS SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND INDICATE BY NOTATION THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. DEFERRED SUBMITTALS WILL BE RETURNED TO THE CONTRACTOR THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE AUTHORITIES HAVING JURISDICTION ITEMS DEFERRED ARE REQUIRED TO HAVE A SEPARATE REVIEW AND APPROVAL. EVERY DEFERRED SUBMITTAL SHALL HAVE SUFFICIENT DRAWINGS, DETAILS AND SUPPORTING DATA TO STAND ON ITS OWN WITHOUT REFERENCE TO PREVIOUSLY APPROVED PLANS. PROVIDE A COMPLETE PACKAGE FOR SUBMISSION OF DEFERRED ITEMS ITEMS DEFERRED ARE REQUIRED TO HAVE A SEPARATE REVIEW AND APPROVAL. EVERY DEFERRED SUBMITTAL SHALL HAVE SUFFICIENT DRAWINGS, DETAILS AND SUPPORTING DATA TO STAND ON ITS OWN WITHOUT REFERENCE TO PREVIOUSLY APPROVED PLANS. PROVIDE A COMPLETE PACKAGE FOR SUBMISSION OF DEFERRED ITEMS 1.PRE-CAST HOLLOW CORE ROOF PANEL SHOP DRAWINGS 2.STRUCTURAL STEEL SHOP DRAWINGS 4.ICE MELT SYSTEM DESIGN DRAWINGS THE FOLLOWING ITEMS REQUIRE SEPARATE PLAN CHECK AND PERMIT, AND ARE NOT DEFERRED SUBMITTALS: A.EXTERIOR SIGNAGE A. DO NOT SCALE DRAWINGS B. VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION C. VERIFY ALL DIMENSIONS D. PROVIDE SOLID FRT WOOD BACKING AT ITEMS PER EQUIPMENT SCHEDULE E. PROVIDE SEALANT AT ALL LOCATIONS WHERE GYPSUM BOARD MEETS DISSIMILAR MATERIALS F. PROVIDE SEALANT AT ALL CONCRETE PANEL JOINTS AND BETWEEN ALL BUILDING CONCRETE AND SITE CAST PAVING G. SEE CIVIL DRAWINGS FOR FINISH FLOOR ELEVATION GENERAL NOTES THIS PROJECT INCLUDES AN ENCLOSED BUILDING OF 4,593ft2,ON A 51,817ft2 SITE DEVELOPMENT PLUS RIGHT OF WAY IMPROVEMENTS FOR NEW TUNNEL CAR WASH. PROJECT INCLUDES 15 COVERED VACUUM SPACES. ALL CONSTRUCTION IS NON- COMBUSTABLE AND STRUCTURE IS PRECAST CONCRETE CONSTRUCTION, SERVING A TUNNEL CAR WASH. PROJECT INFORMATION NITRO CAR WASH 1371 N 2ND E / REXBURG, ID BUILDING PERMIT SET - 05/05/22 - NOT FOR CONSTRUCTION NORTH W MOODY RD / E 2000N N 2 N D E N Y E LL O W S T O N E H W Y H W Y 20 PROJECT LOCATION DRAWING INDEX A0.0 COVER SHEET G0.1 CODE DATA G0.2 LIFE SAFETY A0.1 SITE PLAN A0.2 SITE DETAILS A1.0 ASSEMBLIES A1.1 FLOOR PLAN A1.2 SLAB, TRENCH, AND PIT GRADING A1.3 SLAB PLUMBING PLAN A1.5 WASH EQUIPMENT PLUMBING PLAN A1.6a EQUIPMENT SCHEDULE A1.6b EQUIPMENT SCHEDULE CONTINUED A1.6d EQUIPMENT PLAN / MOTOR LIST A1.7 ROOF PLAN A1.8 REFLECTED CEILING PLAN A2.1 EXTERIOR ELEVATIONS A2.3 INTERIOR ELEVATIONS A2.4 TUNNEL EQUIPMENT EMBED PLATE LOCATIONS A2.5 INTERIOR DETAILS A3.1 BUILDING SECTIONS A3.2 WALL SECTIONS A3.3 EXTERIOR DETAILS A4.1 POS ISLAND DETAILS A4.2 POS ISLAND POWER & SPECIAL SYSTEMS PLANS A5.1 DOOR AND WINDOW DETAILS A6.1 DOOR AND FINISH SCHEDULES A6.2 FRAME TYPES A7.1 RECLAIM SYSTEM DETAILS C.1.0 COVER SHEET C.1.1 GENERAL NOTES C.1.2 LEGEND C.1.3 FINAL PLAT C.2.0 EXISTING CONDITIONS & DEMO C.3.0 OVERALL SITE PLAN & KEY MAP C.3.1 OVERALL SITE PLAN C.3.2 SITE PLAN DETAILS C.4.0 OVERALL GRADING PLAN C.5.0 OVERALL UTILITY & DRAINAGE PLAN C.6.0 EROSION CONTROL PLAN C.7.0 PLAN & PROFILE - MOODY STREET C.7.1 PLAN & PROFILE - NORTH 2ND EAST C.7.2 PLAN & PROFILE - PRIVATE DRIVE WEST C.8.0 EROSION CONTROL SE-1 SITE ELECTRICAL PLAN SE-2 POS ISLAND ELECTRICAL PLAN S1.0 GENERAL STRUCTURAL NOTES S1.1 TYPICAL DETAILS S2.0 FOUNDATION PLAN S2.1 ROOF FRAMING PLAN S3.0 FOUNDATION DETAILS S4.0 ROOF FRAMING DETAILS P-1 WASTE AND VENT FLOOR PLAN P-2 WATER AND GAS FLOOR PLAN P-3 PLUMBING DETAILS M-1 HVAC FLOOR PLAN M-2 HVAC ROOF PLAN M-3 MECHANICAL SCHEDULES M-4 MECHANICAL DETAILS E-1 ELECTRICAL POWER FLOOR PLAN E-2 ELECTRICAL LIGHTING FLOOR PLAN E-3 SPECIAL SYSTEMS FLOOR PLAN E-4 ELECTRICAL ROOF PLAN E-5 ELECTRICAL LIGHTING SCHEDULES E-6 ELECTRICAL PANEL SCHEDULES E-7 ELECTRICAL SINGLE LINE DIAGRAM W MORAN VIEW RD WALMART E 7TH N N 2 N D E 9T H E / N 1 0 0 0 E E 9TH N 1 REVISIONS #DATE 1 5/4/22 NOT F O R C O N S T R U C T I O N STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION JH 21005 BUILDING PERMIT - NFC G0.1 CODE DATA AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22METAL DOORS: U=0.45 OR BETTER SHGC=0.40 OR BETTER STOREFRONT ASSEMBLIES: U=0.38 OR BETTER EXTERIOR WALL CONTINUOUS INSULATION: 2" THICK, R-10 MINIMUM EXTERIOR WALL FURRING: R-21 MINIMUM AT 6" STUDS; R-13 MINIMUM AT 4" STUDS ROOF INSULATION WHERE INDICATED: R-30 MINIMUM WHEN THERE ARE MORE STRINGENT R-VALUES AND U-FACTORS LISTED IN THE PROJECT MANUAL SPECIFICATIONS SHALL TAKE PRECEDENCE R-VALUES LISTED ARE MINIMUM TO BE PROVIDED BY INSULATION MATERIALS AND IS NOT THE TOTAL R-VALUE FOR THE ASSEMBLY ENERGY CODE NOTES REVISIONS #DATE NOT F O R C O N S T R U C T I O N FE 1 1 2 2 3 3 4 4 5 5 AA BB CC DD 40 ' - 0 " 137' - 0" 29 ' -10" 3 1 ' -7 " 5 9 ' -4 " 19' -6" 36" 36" 36 " 36 " CODE AREAS DRIVE-THRU TUNNEL MAT WASH MECH/EQUIP OFFICE USABLE:498 ft² OFFICE USABLE:2401 ft² DRIVE-THRU TUNNEL USABLE:1398 ft² MECH/EQUIP USABLE:58 ft² MAT WASH 101 MANAGER 102 CONTROL 103 HALL 104 TOILET 105 CLEAN EQUIPMENT 106 EQUIPMENT 108 MAT WASH 107 ELECTRICAL 109 WASH TUNNEL 36" EXIT INSTALL SIGN AT BOTH OVERHEAD DOORS: "TUNNEL DOORS TO REMAIN OPEN WHEN THIS SPACE IS OCCUPIED." EXIT EXIT 33' - 10 1/8" INSTALL SIGN AT BOTH OVERHEAD DOORS: "TUNNEL DOORS TO REMAIN OPEN WHEN THIS SPACE IS OCCUPIED." 1 1 USABLE:4557 ft² WASH BUILDING STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC G0.2 LIFE SAFETY AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 3/16" = 1'-0" LIFE SAFETY PLAN1 AREA - OVERALL (NET) NAME:AREA: OFFICE 498 ft² MAT WASH 58 ft² DRIVE-THRU TUNNEL 2401 ft² MECH/EQUIP 1398 ft² TOTAL AREA: 4356 ft² SINGLE MAJOR OCCUPANCY WITH INTEGRAL ACCESSORY OFFICE AREA OCCUPANCY CLASSIFICATION (304.1): GROUP B (CAR WASH), NOT SPRINKLERED, NO FIRE ALARM BUILDING HEIGHTS & AREAS (503): GROUP B / TYPE VB: 2 STORIES / 9,000 SF PROPOSED: 1 STORY / 4,557 SF CONSTRUCTION TYPE (601): TYPE V: EXTERIOR WALLS: PRECAST CONCRETE INTERIOR WALLS: LIGHT-FRAME CONSTRUCTION COMBUSTIBLE AND NONCOMBUSTIBLE CONSTRUCTION IS ALLOWED. THERE ARE NO ELEVATED FLOORS THAT REQUIRE RATED SUPPORT STRUCTURES. OCCUPANCY SEPARATION (508):NONE REQUIRED FIRE ALARM:NONE REQUIRED OCCUPANT LOAD (1004): CAR WASH TUNNEL (2401 SF): UNOCCUPIED = 0 BUSINESS AREAS (556 SF): 100 SF PER OCC (GROSS) = 6 EQUIPMENT AREAS (1398 SF): 300 SF PER OCC (GROSS) = 5 TOTAL BUILDING OCCUPANT LOAD:11 ONE EXIT (IN ROOM OR AREA)ALLOWED (1021.2): MAX OCCUPANT LOAD:49 MAX EXIT TRAVEL DISTANCE:75' ROOMS / AREAS REQUIRING TWO EXITS (1015.1): CAR WASH TUNNEL TRAVEL DISTANCE (1016.2): 200' MAX TO NEAREST EXIT CONCEALED SPACES OVER 3,000sf REQUIRING FIRE BLOCKING / DRAFT STOPPING: NONE EXIT LIGHTING AND EXIT SIGNS TO COMPLY WITH SECTION 1008 & 1013. GLASS AND GLAZING TO MEET REQUIREMENTS OF CHAPTER 24. CODE ANALYSIS AREA - OFFICE NAME:AREA: OFFICE 498 ft² MAT WASH 58 ft² TOTAL AREA: 556 ft² AREA - DRIVE-THRU TUNNEL NAME:AREA: DRIVE-THRU TUNNEL 2401 ft² TOTAL AREA: 2401 ft² AREA - MECH/EQUIP NAME:AREA: MECH/EQUIP 1398 ft² TOTAL AREA: 1398 ft² LIFE SAFETY NOTES A. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION. B. SEE SHEET A0.0 FOR GENERAL NOTES BUILDING AREA (GROSS) NAME:AREA: WASH BUILDING 4557 ft² TOTAL AREA: 4557 ft² 0'4'2'8' NORTH 3/32" = 1'-0" AREA PLAN2 PATH OF TRAVEL FROM DISTANCE CLEAN EQUIPMENT 105 59 ft ELECTRICAL 107 20 ft HALL 103 32 ft MANAGER 101 30 ft 1 REVISIONS #DATE 1 5/4/22 NOT F O R C O N S T R U C T I O N PAVING TYPE: ASPHALT CONCRETE CONCRETE W/ ICE MELT GEODETIC DATUM = TBD 1 2 33 36 61 A4.1 1 A0.2 C2 6 1 10 5 7 LANE 2 LANE 1 4 10 3 4,593 SF CAR WASH BUILDING 120' CONVEYOR 15 VACUUM STALLS MOODY ROAD N 2 N D E 18 VEHICLE STACKING PR I V A T E A C C E S S R O A D 10 10 10 10 4' - 0" 6' - 0" 2' - 9" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 2' - 9"2' - 0" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 2' - 0"6' - 0" 4 PARKING STALLS 3' - 9" 9' - 0" 3' - 6" 9' - 0" 3' - 6" 9' - 0" 3' - 6" 9' - 0" 3' - 6" 9' - 0" 3' - 9" 8' - 0" 14' - 0" 10' - 0" 4' - 6" 15 ' - 0 " 9' - 0" 8' - 0" 6' - 6" 9' - 0"9' - 0"9' - 0" 10' - 0" 2 10' - 0" 7' - 0 " 7 ' - 0 " 24 ' - 0 " 9 ' - 0 " 3 0 ' - 0 " 2 0 ' - 0 " 7 ' - 0 " 12 ' - 0 " 12 ' - 0 " 20' - 0" 9' - 0 " 4 ' - 0 " 9 ' - 0 " 12' - 0" 14 ' - 0 " 12' - 0" 29 ' - 9 " 20 ' - 0 " 30 ' - 0 " 14' - 0" 15 ' - 0 " 6' - 0" 3' - 6" 5' - 0" 5' - 1 " 5' - 1" 47' - 6"125' - 0"55' - 6" 20 ' - 0 " 15 ' - 0 " 7' - 0 " 7 ' - 0 " 32 17 23.13 32 17 23.13 32 17 23.13 8' - 6 " 7' - 0 " 8' - 6 " 14 ' - 0 " 6' - 0 " 1 4 ' - 0 " 8 9 1:12 5' - 0" 6' - 0" 5' - 0" 9' - 6" 6' - 0 " 12' - 0" 32 39 13 A7.1 2 3' - 6" TYPICAL 9' - 0" 3' - 6" 32 39 13 32 39 13 8" D 2 6" D3 4" D 4 18 " 18 " 36 " 6" R W 2 4" R W 3 4' - 6" ICE MELT AREA 921 SF 11 1 22 14 26.19 STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A0.1 SITE PLAN AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 SITE PLAN NOTES A. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. B. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION. C. UNLESS NOTED OTHERWISE SLOPE GRADE MAXIMUM 2% WITHIN 10' OF BUILDING, THEN MAXIMUM 5% TO MATCH EXISTING GRADE ELEVATIONS. SLOPE ALL WALKING SURFACES MAXIMUM 5% IN THE DIRECTION OF TRAVEL AND MAXIMUM 2% AT LANDING, CHANGE OF DIRECTION, AND PERPENDICULAR TO DIRECTION OF TRAVEL. D. UNLESS NOTED OTHERWISE FOR ALL EXTERIOR CONCRETE PAVEMENT PROVIDE MINIMUM 6" TYPE II, COMPACTED 95%. E. SEE LANDSCAPE PLANS FOR PLANTING AND IRRIGATION INFORMATION. F. SEE CIVIL DRAWINGS FOR GRADING, DRAINAGE AND UTILITIES. G. ALL WORKS TAKES PLACE DURING A SINGLE AND ONLY PHASE OF THE PROJECT. H. NOT ALL UNDERGROUND PIPING AND CONDUITS FROM BUILDING TO RECLAIM TANKS IS IDENTIFIED ON THIS SHEET. SEE A1.3 AND A7.1 FOR ADDITIONAL REQUIREMENTS. I. REFER TO SHEET C.3.1 OVERALL SITE PLAN FOR SNOW STORAGE LOCATIONS. 1/16" = 1'-0" SITE PLAN1 SHEET NOTES 1 PROPERTY LINE 2 BUILDING SETBACK 3 VACUUM PRODUCER PAD 4 TRASH ENCLOSURE 5 STAINLESS STEEL ISLAND FORM, FILL WITH CONCRETE 6 ESCAPE LANE 7 TRANSFORMER PAD, SEE CIVIL/ELECTRICAL 8 RECLAIM OUTLET TO SANITARY SEWER, SEE CIVIL 9 SANITARY SEWER CLEANOUT, SEE RECLAIM A7.1 10 SIGN, POST, "DO NOT ENTER" 11 VAN ACCESSIBLE PARKING STALL & SIGN. REFER TO C.3.1 CIVIL SITE PLAN & 4/C.3.2 TYPICAL HANDICAP SIGN DETAIL KEYNOTES MARK:DESCRIPTION: 22 14 26.19 PRESLOPED TRENCH DRAIN, ACO S200K WITH SLOTTED IRON 8" LOAD CLASS F GRATE (OR APPROVED EQUAL) 32 17 23.13 PAINTED PAVEMENT MARKING, WHITE 32 39 13 METAL BOLLARDS 33 36 61 UNDERGROUND REINFORCED CONCRETE WASTEWATER RECLAIM TANKS 0'16'8'32' NORTH SITE ANALYSIS ADDRESS : 1371 N 2ND E REXBURG, ID ZONING : COMMERCIAL SITE AREA : 51,817 SF BUILDING AREA:4,593 SF BUILDING HEIGHT:28' COMMERCIAL ZONE C: SETBACKS: -FRONT / SIDE: 10' (ABUTTING PUBLIC THOROUGHFARE) -BACK: 0'' (NO DEDICATED ALLEY OR PUBLIC WAY) -SIDES: 0' (ADJACENT COMMERCIAL OR INDUSTRIAL) PARKING : USE -OTHER 1 SPACE PER 1,000 SF OF FLOOR AREA (4,593sf) REQUIRED PROVIDED 5 19 MINIMUM 1 ADA VAN ACCESSIBLE SPACE PER SECTION 1106.1 & 1106.5 CITY OF REXBURG, ID DEVELOPMENT CODE 1 1 1 REVISIONS #DATE 1 5/4/22 NOT F O R C O N S T R U C T I O N 6" 3 ' - 0 " 3 ' - 0 " 1 1 / 8 " ROUNDED CONCRETE CAP STEEL PIPE 6" STANDARD, PRIME WITH DTM RUST INHIBITING PRIMER SEAL JOINT AT CONCRETE FOOTING SLOPE TO 1" ABOVE PAVEMENT CAST IN PLACE CONCRETE FOOTING BOLLARD COVER AS MANUFACTURED BY POST GUARD, BLUE DOME COVER MIN 1219 FLUSH WITH PAVEMENT SL O P E 1: 1 2 S L O P E 1 :1 2 SLOPE1:12 1/4" TOOLED JOINTS @ 6" O.C. CONCRETE SIDEWALK CONSTRUCT PER ICC/ANSI A117.1-2009 SECTION 406 OR LOCAL BUILDING STANDARD CONSTRUCT PER ICC/ANSI A117.1-2009 OR LOCAL BUILDING STANDARD EXPANSION JOINT CONCRETE WALK, BROOM FINISH GRANULAR FILL TRAFFIC RESISTANT CAULK OVER TOP OF 1/2" X 4" EXPANSION JOINT FILLER HELD DOWN 1/2" 1/4" TOOLED RADIUS 13 CONTROL JOINT CONCRETE WALK, BROOM FINISH GRANULAR FILL SEALANT SAWCUT OR TOOLED JOINT WITH 1/4" RADIUS EDGE 6 NOTE:PROVIDE CONTROL JOINTS AT INTERVALS TO MATCH SIDEWALK WIDTH BUT NOT MORE THAN 8' O.C. PROVIDE EXPANSION JOINTS AT INTERVALS NOT MORE THAN 20' O.C. BUT NOT LESS THAN INDICATED ON PLAN CROSS SLOPE OF SIDEWALKS NOT TO EXCEED 2% 1 4x4 PT WOOD POSTS 2x4 EXTERIOR GRADE WOOD STUDS, EXTEND BETWEEN HORIZONTAL PLATES & CENTER BETWEEN POSTS 1x TREX STYLE FENCE PRODUCT W/ 1/2" GAP TO MATCH ACCENT SIDING FINISH & SPECIES 2x8 WOOD TRIM TO MATCH ACCENT SIDING FINISH & SPECIES2x4 EXTERIOR GRADE WOOD PLATE, FASTEN W/ HANGER PLATES BETWEEN POSTS TOP OF CONCRETE CURB, SEE CIVIL 6' - 0 " MIN6" C3 A0.2 1' - 0" 9' - 3" 3' - 6" 9' - 3" 1' - 0" 1' - 0 " 1 0 ' - 0 " 1 ' - 0 " 4x4 PT WOOD POSTS 2x4 EXTERIOR GRADE WOOD STUDS, EXTEND BETWEEN HORIZONTAL PLATES & CENTER BETWEEN POSTS WOOD SIDING TO MATCH CAR WASH BUILDING 2x8 WOOD TRIM TO MATCH SIDING CONCRETE CURB, SEE CIVIL 32 39 1332 39 13 STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A0.2 SITE DETAILS AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 1/2" = 1'-0" BOLLARD DETAIL, TYPICALC1 1/2" = 1'-0" ACCESSIBLE CURB CUTB21/2" = 1'-0" ACCESSIBLE PARKING SIGNB3 1/2" = 1'-0" ACCESSIBLE PARKING EMBLEMB1 1" = 1'-0" SIDEWALK DETAILA1 GENERAL NOTES A.SEE SHEET A2.1 FOR EXTERIOR FINISH SCHEDULE. B.CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" C.PROVIDE TEXTURED ELASTOMERIC FINISH SYSTEM AT ALL TRASH ENCLOSURE CONCRETE SURFACES. D.PROVIDE JOINT SEALANT BETWEEN ALL TRASH ENCLOSURE PANEL EDGES. ALSO PROVIDE JOINT SEALANT BETWEEN ALL SLAB OR PAVEMENT / WALL INTERSECTIONS. 1/2" = 1'-0" TRASH ENCLOSURE DETAILC3 1/4" = 1'-0" TRASH ENCLOSUREC2 KEYNOTES MARK:DESCRIPTION: 32 39 13 METAL BOLLARDS REVISIONS #DATE 1 5/4/22 NOT F O R C O N S T R U C T I O N ACCOUSTIC INSULATION 2x4 STUD @ 24" OC 5/8" GYPSUM BOARD NOTE:WHERE INDICATED ON ROOM FINISH SCHEDULE, REPLACE GYPSUM BOARD WITH 5/8" CDX PLYWOOD SHEATHING 2x6 STUD @ 24" OC ACCOUSTIC INSULATION 5/8" GYPSUM BOARD NOTE:WHERE INDICATED ON ROOM FINISH SCHEDULE, REPLACE GYPSUM BOARD WITH 5/8" CDX PLYWOOD SHEATHING 5/8" GYPSUM BOARD ACCOUSTIC INSULATION PARENT WALL SIDE ROOM SIDE 2x4 STUD @ 24" OC (2") CONTINUOUS INSULATION 5/8" GYPSUM BOARD ACCOUSTIC INSULATION PARENT WALL SIDE ROOM SIDE 2x6 STUD @ 24" OC NOTE:WHERE INDICATED ON ROOM FINISH SCHEDULE, REPLACE GYPSUM BOARD WITH 5/8" CDX PLYWOOD SHEATHING INTERIOR EXTERIOR 5/8" EXTERIOR GRADE PLYWOOD SHEATHING WEATHER-RESISTIVE BARRIER 2X4 AT 16" OC R-15 BLANKET 5/8" GYPSUM BOARD POLYETHELENE VAPOR BARRIER, 6 MIL INTERIOR EXTERIOR 5/8" EXTERIOR GRADE PLYWOOD SHEATHING 2X6 STUD @ 16" (406mm) OC WEATHER-RESISTIVE BARRIER R-21 BLANKET 5/8" GYPSUM BOARD POLYETHELENE VAPOR BARRIER, 6 MIL EXTERIOR PROVIDE SMOOTH FORM FINISH AND SEALANT CC-1 PAINT TWO COATS AT EXTERIOR SURFACES WHERE VISIBLE. VISIBLE SURFACES INCLUDE THOSE ONLY VISIBLE FROM ROOF ABOVE TERMINATION BAR. NOTE:WHERE BOTH SIDES OF WALL ARE INTERIOR, PROVIDE SMOOTH FORM FINISH AND SEALANT CC-1 INTERIOR 8" SHEET UNDERLAYMENT METAL ROOF PANELS STEEL STUD & SHEATHING, SEE STRUCT. METAL SOFFIT PANEL ICE & WATER SHIELD PRECAST HOLLOW CORE SLAB APPLY PRIMER (2) LA. 3" GLASS FACED POLYISO. TAPERED INSULATION BOARD SEE PLAN SUPPORT BOARD AND BASE SHEET WITH LAMINATED MEMBRANE WITH COVER STRIP AT EACH END JOINT MEMBRANE CAP SHEET THERMOPLASTIC POLYOLEFIN MEMBRANE ROOFING SYSTEM (TPO) NOTE: PROVIDE FULLY-ADHERED ROOFING SYSTEM INTERIOR EXTERIOR 5/8" EXTERIOR GRADE PLYWOOD SHEATHING 2X6 STUD @ 16" (406mm) OC WEATHER-RESISTIVE BARRIER R-21 BLANKET 5/8" EXTERIOR GRADE PLYWOOD SHEATHING POLYETHELENE VAPOR BARRIER, 6 MIL ABOVE ROOF DECK ONLY EXTERIOR PROVIDE SMOOTH FORM FINISH AND SEALANT CC-1INTERIOR 8"PRECAST CONCRETE 2X6 PT STUD @ 16" OC 7/8" EXTERIOR GRADE PLYWOOD SHEATHING WEATHER BARRIER CORTEN STEEL WALL PANELS W/ 4'x4' SEAM PATTERN PROVIDE SMOOTH FORM FINISH AND SEALANT CC-1 INTERIOR PROVIDE SMOOTH FORM FINISH AND SEALANT CC-1INTERIOR 6" EXTERIOR PROVIDE SMOOTH FORM FINISH AND SEALANT CC-1INTERIOR 8" PRECAST CONCRETE SIDING PER ELEVATIONS 5/8" EXTERIOR GRADE PLYWOOD SHEATHING ACCOUSTIC INSULATION PARENT WALL SIDE ROOM SIDE 2x4 STUD @ 24" OC ACCOUSTIC INSULATION 2x4 STUD @ 24" OC 5/8" GYPSUM BOARD 5/8" EXTERIOR GRADE PLYWOOD SHEATHING 2x6 STUD @ 24" OC ACCOUSTIC INSULATION 5/8" EXTERIOR GRADE PLYWOOD SHEATHING 5/8" EXTERIOR GRADE PLYWOOD SHEATHING STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A1.0 ASSEMBLIES AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 1" = 1'-0" 4" PARTITIONP4 1" = 1'-0" 6" PARTITIONP6 1" = 1'-0" 4" FURRINGF4 1" = 1'-0" 6" FURRINGF6 1" = 1'-0" 4" EXTERIORE4 1" = 1'-0" 6" EXTERIORE6a1" = 1'-0" PRECAST CONCRETE WALLC8 1" = 1'-0" WALL ASSEMBLIES 1" = 1'-0" EXTERIOR METAL ROOFR21" = 1'-0" PRECAST ROOF ASSEMBLYR1 1" = 1'-0" ROOF ASSEMBLIES 1" = 1'-0" 6" EXTERIORE6b NOTE: ALL WALL ASSEMBLIES ARE FULL-HEIGHT TO UNDERSIDE OF STRUCTURAL DECK UNLESS SPECIFICALLY INDICATED OTHERWISE. PROVIDE MANUFACTURER'S STANDARD DEFLECTION JOINT SYSTEM WHERE WALLS EXTEND TO UNDERSIDE OF STRUCTURE. IF SPECIFIED STUD SIZE DOES NOT MEET DEFLECTION CRITERIA FOR HEIGHT INDICATED, INCREASE STUD SIZE ACCORDINGLY 1" = 1'-0" PRECAST & FURRING WALLC8a 1" = 1'-0" PRECAST CONCRETE WALLC6 1" = 1'-0" PRECAST CONCRETE WALLC8b 1" = 1'-0" 4" FURRING W/ PLYWOODF5 1" = 1'-0" 4" PARTITION W/ PLYWOODP5 1" = 1'-0" 6" PARTITION W/ PLYWOODP7 REVISIONS #DATE NOT F O R C O N S T R U C T I O N FE 15 ' - 0 " 20 ' - 0 " S1 S2 S3 S4S5 H4H5 H2 H3 A2.1 2 A2.1 3 A2.1 1 1 1 2 2 3 3 4 4 12' - 0"12' - 0"93' - 0"20' - 0" 5 5 0"42' - 0"14' - 6"45' - 6"3' - 0" A2.14 1 A3.1 3 A3.1 3 A3.1 2 A3.1 101 MANAGER 102 CONTROL 103 HALL 104 TOILET 105 CLEAN EQUIPMENT 106 EQUIPMENT 107 ELECTRICAL 109 WASH TUNNEL AA BB CC DD 1' - 4"3' - 4"4' - 10"10' - 0"28' - 6"7' - 0"4' - 8"3' - 4"26' - 0"4' - 0"6"3' - 6"10' - 0"4' - 0"2' - 0" CENTERLINE OF WASH SYSTEM 35 ' - 0 " OH108 108 MAT WASH OH106 10 6 a 105b 107 10 1 105a 5' - 0 " 1 5 ' - 0 " 20 ' - 0 " 10 4 OH 1 0 9 b 137' - 0" 10 ' - 0 " 1 0 ' - 0 " 3' - 1 0 " 1' - 6 " 6' - 0 " 2' - 0"8' - 0"2' - 0"2' - 0"8' - 0"2' - 0" 3' - 1 0 " 11' - 2" 4' - 4 " P4 P4 P5 F4 F4 P6 P7 4 A3.1 4 A3.1 P7 CP8 F5 S6S7 P7 3' - 0 " 5 ' - 8 " 4' - 7" 1' - 0 " 8 ' - 4 " 10 3 10 2 b 10 2 a 10 6 b 1 2 3 2 A2.3 1 4' - 1 " 5' - 3 " 5' - 3 " 4' - 1 " C8 C8 C8C8 C8C8 4' - 6 " 10 ' - 0 " 1 0 ' - 0 " 10 44 16 CP8 3' - 9"23' - 9"1' - 0"4' - 0"41' - 0" 14 ' - 4 " 1' - 9 " 10 ' - 1 0 " 1' - 9 " 22 14 26.19 1' - 7"13' - 0"1' - 7"3' - 8 " 22 14 26.19 3 A7.1 3 A7.1 4' - 0 " 05 53 00 2 2 S7 4 2 1' - 4" 2' - 11" 2' - 8" 8' - 0" 2' - 0" F5 F4 F4 F4 05 51 33 S6 S6 2 20' - 0"2' - 4"40' - 2"6' - 0" 14' - 0"30' - 6"12' - 0" 5 5 5 1 A1.1 1' - 0" 101' - 0" TOP OF CP8 OH109a 22 14 26.19 32 39 13 32 39 13 1 T/O FLOOR 100' -0" 7 8 8 6 1' - 6" CLEAR 3' - 0" MINIMUM NOTE: PROVIDE 7" MINIMUM TOE CLEARANCE BETWEEN WALL AND LADDER RUNGS 1' - 0 " TY P . 1' - 0 " DIMENSIONS TO TOP OF RUNGS CLEAR 1' - 6" UNDERLAY LEVEL 113' -0" STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION JH 21005 BUILDING PERMIT - NFC A1.1 FLOOR PLAN AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 GENERAL NOTES A. DIMENSIONS ARE TO: a. FACE OF STUD OR CONCRETE / BLOCK WALL. b. CENTERLINE OF WINDOW OR DOOR. B. DIMENSIONED SWING DOOR OPENINGS ARE TO OUTSIDE FACE OF FRAME. ADD 1/2" (12.7mm) TO DIMENSION FOR ROUGH OPENINGS. C. WALL ASSEMBLIES ON SHEET A1.0. D. ROOM FINISH SCHEDULES ON SHEET A6.1. E. FRAME TYPES ON SHEET A6.2. F. PROVIDE BACKING IN FRAMED WALLS FOR WALL MOUNTED ITEMS EXCEPT AS OTHERWISE NOTED ON EQUIPMENT AND ACCESSORIES SCHEDULES ON A1.3 SERIES SHEETS. G. PIPING AND ELECTRICAL ROUGH-IN STUB-UPS ARE TO BE AT CENTERLINE OF WALLS AT FRAMED WALL ASSEMBLIES. H. PROVIDE TWO COATS OF SEVERE EXPOSURE PAINT TO PROTECT STEEL FROM MOISTURE AT ALL STEEL EXPOSED AT THE CAR WASH TUNNEL. THIS INCLUDES ALL EXPOSED EMBED STEEL EXCEPT STAINLESS STEEL ITEMS. DO NOT COAT CONVEYOR TRENCH ANGLE EMBEDS OR FLAT PLATES AT THE CONVEYOR. I. GROUT AND TEXTURE ALL PANEL PICK HARDWARE REVEALS. FINISH TO MATCH ADJACENT PANEL SURFACE. J. WALL TYPE "P6" IS TYPICAL AT INTERIOR FRAMED PARTITIONS AND FULL HEIGHT EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE. K. FOR TYPICAL ACCESSIBILITY CLEARANCES SEE SHEET A2.3. L. ALL WALLS, PARTITIONS AND FURRING TO EXTEND TO UNDERSIDE OF DECK UNLESS SPECIFICALLY INDICATED OTHERWISE. PROVIDE MANUFACTURER'S STANDARD DEFLECTION TRACK. M. ALL TRENCH AND PIT GRATINGS ARE FURNISHED AND INSTALLED BY OWNER EXCEPT THAT EQUIPMENT ROOM TRENCH DRAIN AND EXTERIOR TRENCH DRAINS ARE PROVIDED BY CONTRACTOR. N. OVERHEAD PANEL DOOR: BASIS-OF-DESIGN IS AIRLIFT DOORS, INC. ALASKA EXTREME PACKAGE WITH STAINLESS STEEL TORSION SPRINGS, ANODIZING UPGRADE, MANUAL OPERATION, 3-PANEL WIDE POLYCARBONATE . DO NOT INCLUDE STRAPEZE COUNTERBALANCE SYSTEM. OVERHEAD DOORS SHALL EXTEND VERTICALLY ON WALL AS HIGH AS POSSIBLE. O. OVERHEAD ROLLING STEEL SERVICE DOOR BASIS-OF-DESIGN IS OVERHEAD DOOR MODEL 610 -F-265, MANUAL OPERATION. P. PROVIDE ACCESSIBLE DOOR LANDING AT APPROACH AND PULL SIDE OF ALL DOORS. Q. PROVIDE BROOM FINISH AT ALL INTERIOR SLABS, EXCEPT PROVIDE SMOOTH TROWEL FINISH AT CAR WASH TUNNEL AT THE PASSENGER SIDE OF THE CONVEYOR TRENCH EXTENDING 4' BEYOND THE TRENCH (PASSENGER SIDE ONLY). PROVIDE BROOM FINISH BEGINNING 4' FROM TRENCH TO ADJACENT WALL. R. PROVIDE SEALANT AT ENTIRE PERIMETER OF THE CAR WASH TUNNEL AND THE EQUIPMENT ROOM WHERE THE SLABS MEET A CONCRETE WALL. USE ISOFLEX OR APPROVED EQUAL TEAR-OFF STRIP JOINT FILLER TO CREATE A VOID FOR THE SEALANT. KEYNOTES MARK:DESCRIPTION: 05 51 33 METAL LADDER 05 53 00 METAL GRATING, OWNER PROVIDED, AMD 1.5x1.5x1.5 MOLDED PROFILE NUMBER 14, YELLOW, OR APPROVED EQUAL 10 44 16 FIRE EXTINGUISHER, 10 LB. TYPE 3A-40B:CM, PROVIDE WALL BRACKET 22 14 26.19 PRESLOPED TRENCH DRAIN, ACO S200K WITH SLOTTED IRON 8" LOAD CLASS F GRATE (OR APPROVED EQUAL) 32 39 13 METAL BOLLARDS SHEET NOTES #:NOTE: 1 CONVEYOR TRENCH WITH PERIMETER ANGLE EMBEDS, SEE DETAIL 4 & 5 SHEET A1.2 2 CENTER OPENING IN PRECAST PANEL 3 CONVEYOR EQUIPMENT AND CONVEYOR GRATING BY OTHERS 4 STEEL LADDER TO ROOF. 18" MINIMUM WIDTH. PRIME AND PAINT. VERIFY EXACT LOCATION 5 EXIT DISCHARGE DOOR 6 ROOF HATCH 7 STEEL LADDER WITH 2 1/2" RAILS AND 1" DIA. RUNGS 8 STEEL BRACKET 0'4'2'8' NORTH3/16" = 1'-0" FLOOR PLAN 1/4" = 1'-0" LADDER AND ROOF HATCH1 REVISIONS #DATE 1 5/4/22 NOT F O R C O N S T R U C T I O N 5 A1.2 4 A1.2 4 A1.2 3' - 8 " 2' - 0 " 8' - 0" 4 A1.2 4 A1.2 5 A1.2 4 A1.2 4 A1.2 5 A1.2 5 A1.2 CONVEYOR TRENCH PLAN NOTE: SEE FLOOR PLANS FOR EMBED PLATE LOCATIONS 6' - 0" 5' - 8 " 5' - 8 " OVERALL LENGTH = 120'-2" DIRECTION OF VEHICLE TRAVEL SEE STRUCTURAL FOR REINFORCING VEHICLE IS TRAVELING AWAY FROM VIEWER OF THIS DETAIL 1' - 5 " 2 ' - 6 " C L E A R NOTE:AT HIGH ENDS OF CONVEYOR TRENCH, THE WEDGE WILL GET SMALLER AND GRADUALLY DISAPPEAR IN ORDER TO MAINTAIN THE 2'-6" DIMENSION FROM TOP OF CONCRETE TO TOP OF WEDGE. UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL, TYPICAL SERRATED WATERSTOP, TYPICAL 3' - 8" 8" 3 1 / 2 " 1' - 10 1/2" 45° M AX STEEL EMBED PLATE 8"x8"x0.5" AT 5'-0" OC WITH (4) 1/4" x 2" WELD STUDS CENTERLINE OF WASH SYSTEM A1.2 4 A1.2 5 L1.75xL1.75x0.25 WITH 1/4"x3" HCA'S AT 24" OC CENTERLINE OF WASH SYSTEM L2.5xL2.5x0.25 WITH 1/4"x3" HCA'S AT 24" OC 1 1 2 2 3 3 4 4 5 5 AA BB CC DD 100.00 99.79 T.T.109 WASH TUNNEL 106 EQUIPMENT 105 CLEAN EQUIPMENT 103 HALL 102 CONTROL 101 MANAGER 104 TOILET 108 MAT WASH 107 ELECTRICAL 99.83 100.00 100.00 99.63 100.25 100.25100.25 100.25 100.17 100.17 100.00 100.00100.00 100.00 3 A1.2 22 14 26.19 22 14 26.19 22 14 26.19 22 14 26.23 95.98 B.T. 97.18 T.O.W. 1 1 1.83% 1.83% 95.56 B.T. 96.19 B.T. 97.18 B.T. 96.19 B.T. 99.79 T.T. 99.27 T.T. 99.23 T.T. 99.42 B.S. 4 A7.1 2.08% 99.75 99.85 99.75 99.83 99.83 100.00 100.00 99.94 99.94 99.75 99.75 99.88 99.88 1. 93% 1. 8 3 % 99.8499.85 2.40% 1.74% 1.87% 1.88%2.83% 1.74% 100.17 1.94% 1 . 8 4 % [No Slope] 0.43% 5.00%99.23 T.T. 99.28 99.19 T.T. 99.19 T.T. 0.50% 99.49 T.T. 99.49 T.T. 0.50% 99.46 99.41 99.61 0.50% 99.30 99.51 99.53 99.58 99.6699.79 T.T. 0.50% 0.50% 0.50% 99.92 99.7999.79 99.79 99.76 T.T. 99.81 99.76 0.50% 99.76 99.76 99.75 1. 87% 100.00 100.00 100.00 99.47 99.48 99.54 99.28 TRASH PIT WALL L1.75xL1.75x0.25 WITH 1/4"x3" HCA'S AT 24" OC METAL GRATING STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A1.2 SLAB, TRENCH, AND PIT GRADING AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 GENERAL NOTES A. ABBREVIATIONS: a. B.P. = BOTTOM OF PIT b. B.T. = BOTTOM OF TRENCH c. B.S. = BOTTOM OF STEP d. C.P. = CENTER OF PIPE e. C.I.P = CAST IN PLACE f. I.E. = INVERT ELEVATION -FLOW LEVEL AT PIPE g. T.T. = TOP OF TRENCH B. ASSUMED ELEVATION 0.00 IS EQUAL TO ELEVATION TBD. C. ALL PIPE / PIPE SLEEVE ELBOWS TO BE LONG SWEEP. D. SEE PLUMBING PLAN FOR SANITARY PIPE LAYOUT AND CLEANOUTS. E. PROVIDE MEDIUM BROOM CONCRETE FINISH AT ENTIRE CAR WASH TUNNEL. PROVIDE SMOOTH TROWEL FINISH AT PASSENGER SIDE OF CONVEYOR TRENCH FOR THE FIRST 4' (1219mm) ADJACENT TO TRENCH AND MEDIUM BROOM FINISH BEGINNING AT THE 4' MARK TO ADJACENT WALL. PROVIDE SMOOTH TROWEL FINISH AT ALL OTHER INTERIOR CONCRETE LOCATIONS. SHEET NOTES #:DESCRIPTION: 1 SET TOP OF TRENCH DRAIN ASSEMBLY FLUSH WITH LOW POINT AT CONVEYOR TRENCH GUTTER 1/4" = 1'-0" CONVEYOR TRENCH DETAIL2 1/2" = 1'-0" CONVEYOR TRENCH SECTION3 3" = 1'-0" FEMALE EMBED ANGLE4 3" = 1'-0" MALE EMBED ANGLE5 NORTH 0'4'2'8' 3/16" = 1'-0" SITE, TRENCH, AND PIT GRADING PLAN KEYNOTES MARK:DESCRIPTION: 22 14 26.19 PRESLOPED TRENCH DRAIN, ACO S200K WITH SLOTTED IRON 8" LOAD CLASS F GRATE (OR APPROVED EQUAL) 22 14 26.23 TUNNEL TRENCH DRAIN ASSEMBLY, OWNER FURNISHED CONTRACTOR INSTALLED 3" = 1'-0" GRATING SUPPORT ANGLE6 REVISIONS #DATE NOT F O R C O N S T R U C T I O N 12 2 3 3 4 4 5 5 A BB CC DD 4" S L 1 4" S L 1 4" S L 1 5' - 6 " 5' - 6 " 4' - 0"5' - 0" 4" S L 2 4" S L 2 4" S L 2 4' - 10"7' - 0" 7' - 0 " 16' - 6"8' - 0" 9"1' - 5" 2' - 4"1' - 6"4' - 1"3' - 9"3' - 7"3' - 8"2' - 0"8' - 4 1/2"4' - 2"13' - 4 1/2" 4" S L 2 4" S L 2 4" S L 2 1' - 0" 4" S L 2 6" R W 2 4" D4 10"2' - 0"3' - 0"11' - 0" 4" S L 1 4" D2 4" D 2 4" D2 WT R 2" D 2 22 14 26.19 22 14 26.19 6" 6" 1' - 4" 6" 6" 2' - 11"6" 8" 22 14 26.19 22 14 26.23 4" S L 2 6" 6" RW4 4" S L 1 SL 5 SL 5 4" R W 3 4" D6 SL 3 SL 3 SL 3 4" 4" D2 2" D2 10 " D 1 2" D2 4" D22" D2 4" D2 4' - 10 1/2"4' - 5" 3" 17' - 1" 4" S L 4 6" S L 6 3 2 2 1 222222 2 2 2 2222 3 4" D 2 8" D 2 22 14 26.19 22 14 26.19 4" R W 3 6" R W 2 4" D 4 4 5 6" D 3 2' - 0" 2' - 0 " 4" D 4 2" D2 6" RW4 8" D 2 1' - 0"6" RW4 3' - 0 " 6 1 STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION Checker 21005 BUILDING PERMIT - NFC A1.3 SLAB PLUMBING PLAN AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 3/16" = 1'-0" SLAB PLUMBING PLAN PIPE SCHEDULE #:DESCRIPTION: D1 10" SCH40 PVC FROM TUNNEL TRENCH TO TRASH PIT D2 SCH40 PVC DRAIN PIPE ASSEMBLY, SIZE AS INDICATED D3 6" SCH40 PVC DRAIN FROM TUNNEL TRENCH DRAIN ASSEMBLY TO SAND/ OIL INTERCEPTOR D4 4" SCH40 PVC DRAIN NETWORK TO SAND/ OIL INTERCEPTOR D5 4" SCH40 PVC DRAIN FROM PRESLOPED TRENCH DRAIN TO SIDE WALL OF CONVEYOR TRENCH D6 4" SCH40 PVC DRAIN FROM PRESLOPED TRENCH DRAIN TO SIDE WALL OF TRASH PIT RW1 6" SCH80 PVC RECLAIM WATER HEADER PIPING FROM FILTER TO PUMPS AND TRENCH FLUSH RW2 6" SCH80 PVC RECLAIM WATER FROM SUMP PUMP TO FILTER RW3 4" SCH80 PVC RECLAIM WATER FROM NIGHT TIME SUMP PUMP. STUB UP AT EQUIPMENT ROOM AND CONNECT TO VERTICAL LEG OF RW4 PUMBING WITH WYE FITTING ARRANGED FOR DOWNWARD FLOW AT 12" ABOVE SLAB RW4 6" SCH40 PVC RECLAIM WATER TRENCH FLUSH PIPE ASSEMBLY. PROVIDE CONSTANT DOWNWARD SLOPE EACH DIRECTION FROM WYE FITTING AS ILLUSTRATED TO SIDEWALL OF TRENCH. PIPE INVERT AT TRENCH TO BE 3" ABOVE GUTTER FLOOR OF TRENCH TO ACCOMMODATE WATERSTOP ASSEMBLIES. RW5 8" SCH40 PVC RECLAIM WATER SANITARY TEE BETWEEN TANKS. PIPE INVERT AT EACH TANK TO BE SAME ELEVATION AS INLET PIPE RW1 SL1 4" SCH40 PVC SLEEVE STUB UP FROM EQUIPMENT ROOM TO SIDE WALL OF TRENCH SL2 4" SCH40 PVC SLEEVE FROM SIDE WALL OF TRENCH TO STUB UP IN TUNNEL SLAB SL3 1.5" SCH40 PVC PIPE SLEEVES FOR COMPRESSED AIR HOSE INSTALLATION BY OTHERS, PROVIDE 2 PIPES TO EACH TO LID OF RECLAIM TANKS <E013> & <E014> AS ILLUSTRATED. SEE A7.1 RECLAIM SYSTEM DETAILS. SL4 4" SCH40 SLEEVE FOR TIRE SHINE AIR AND CHEMICAL LINES SL5 (2X) 1.5" SCH40 PVC SLEEVES FOR COMPRESSED AIR. STUB-UP INTO CLOSEST VACUUM ARCH STANCHION BASE AT ROW OF VACUUMS NEAREST THE BUILDING AND ALSO AT ROW ACROSS LOT DRIVE FOR ARCHES NOTED AS FUTURE. SL6 6" SCH40 PVC SLEEVE FROM CONVEYOR POWER PACK TO SIDE WALL OF CONVEYOR TRENCH WTR LOCATION OF WATER SERVICE ENTERING BUILDING. SEE MECHNICAL PLANS FOR INTERIOR PIPE SIZE AND CONTINUATION INSIDE OF BUILDING AND CIVIL UTILITY PLAN FOR EXTERIOR PIPE SIZE AND CONTINUATION ON SITE TO MUNICIPAL WATER SUPPLY SYSTEM. B. ASSUMED ELEVATION 0.00 IS EQUAL TO ELEVATION (TO BE DETERMINED). C. ALL PIPE / PIPE SLEEVE ELBOWS TO BE LONG SWEEP. D. SEE PLUMBING PLAN FOR SANITARY PIPE LAYOUT AND CLEANOUTS. B.P. = BOTTOM OF PIT B.T. = BOTTOM OF TRENCH C.P. = CENTER OF PIPE C.I.P = CAST IN PLACE I.E. = INVERT ELEVATION (FLOW LEVEL AT PIPE)... A. ABBREVIATIONS GENERAL NOTES NORTH 0'4'2'8' SHEET NOTES #:DESCRIPTION: 1 SET PIPE INVERT 1/2" LOWER THAN BOTTOM OF TRENCH 2 SET PIPE INVERT15" BELOW TOP OF TRENCH 3 SET PIPE INVERT 3" ABOVE BOTTOM OF TRENCH SO NO MUD WILL COLLECT 4 10" TO 6" ECCENTRIC REDUCER 5 22.5 DEGREE LONG-SWEEP ELBOW 6 ROUTE TO FRENCH DRAIN KEYNOTES MARK:DESCRIPTION: 22 14 26.19 PRESLOPED TRENCH DRAIN, ACO S200K WITH SLOTTED IRON 8" LOAD CLASS F GRATE (OR APPROVED EQUAL) 22 14 26.23 TUNNEL TRENCH DRAIN ASSEMBLY, OWNER FURNISHED CONTRACTOR INSTALLED REVISIONS #DATE 1 5/4/22 1 NOT F O R C O N S T R U C T I O N 4' - 3 " ( C O N F I R M W I T H O W N E R ) GALVANIZED ANGLES AND P1000 SHAPES AND FASTENERS AS REQUIRED TO SUPPORT HORIZONTAL UNISTRUT SHELVES VERTICAL SUPPORTS AND CROSS MEMBERS AT 5'-0" OC MAXIMUM SPACING COMPLETE 1-5/8" GLAVANIZED UNISTRUT METAL FRAMING SYSTEM EXPANSION ANCHORS INTO CONCRETE AS REQUIRED 2' - 0" PE R O W N E R PE R O W N E R 2' - 3 " ± CA SCW ICW SHW HOTSY PLUMBING BY GC 4" 3 1 / 2 " 4 " 4 " 5 " 4 " MOUNT PIPES ON OWNER PROVIDED UNISTRUT RACK WITH "CUSH-A-CLAMP" CHANNEL MOUNTING SYSTEM TO SUPPORTS AT 5'-0" ON CENTER MAX. NOTE: OWNER INSTALLED CEILING UNISTRUT IS FOR SUPPORT OF OWNER INSTALLED ITEMS ONLY AND MAY ONLY BE UTILZED BY CONTRACTOR WITH WRITTEN AUTHORIZATION BY ARCHITECT. SHW NOTE: REFER TO EQUIPMENT PLAN FOR EXACT SPACING AND LAYOUT. FAILURE TO COORDINATE WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ANY AND ALL PIPING. NOTE: DO NOT INSTALL VALVES UNTIL EQUIPMENT IS SET IN FINAL PLACE AND LOCATION OF VALVE IS CONFIRMED WITH OWNER MOUNT PIPES ON OWNER PROVIDED UNISTRUT RACK WITH "CUSH-A-CLAMP"CHANNEL MOUNTING SYSTEM TO SUPPORTS AT 5'-0" ON CENTER MAX. ROUTE COMPRESSED AIR TAKE-OFFS FROM TOP OF MAIN LINE. INSTALL BALL VALVE AT THE END OF MAIN LINE FOR CONDENSATE DRAIN CA ICW SCW SHW BALL VALVES TO BE INSTALLED AT +78" ABOVE SLAB FEMALE THREADED BALL VALVES FOR FUTURE CONNECTION BY OWNER. SEE PLAN FOR SIZING AND PLACEMENT REQUIREMENTS NOTE: NOT ALL PIPES ARE SHOWN IN ISOMETRIC SKETCH 2" SHW 1.5" ICW 1.5"1.5"1.5" 1. 5 " R R 1" CA 1.5" SHW 1.5" SCW 3" I C W 1. 5 " I C W 1.5" ICW1.5" ICW 2" SCW 2" S C W 0.75" CA 0. 7 5 " C A 1 9 9 9 11 2348 7 56 10 1.25" SCW 1.5"0.5"0.5" 1' - 4" 1.5" SHW A1.5 1 2"1.5"1.5" 0.75"0.75"1"1" 5 0.75" 0.75"0.75"0.5" 2" 1.5"2"1.5" 16" 1.5" 1.5" 1.5" 10 10 10 10 3" ICW 2 A1.5 T/O FLOOR 100' -0" 6" RW1 0. 5 " C A 0.75" CA1" CA 1" C A 0. 7 5 " C A 0. 7 5 " C A 0. 7 5 " C A 0. 7 5 " C A 0. 7 5 " C A E410 E201 E112 E406 E402 E405 E404 E401 E403 E502 E501 E102 E103 E101 E107 E106 E020 E830 6" R W 1 6" R W 1 6" R W 1 6" R W 4 4" S L 1 4" R W 3 4" S L 1 4" S L 1 4" S L 1 4" S L 1 6" S L 6 4" S L 4 4" D 2 1. 5 " S L 5 1. 5 " S L 5 2" D 2 E4 2 2 E4 2 1 1. 5 " S H W 1. 5 " S C W 1. 5 " S H W 1. 5 " S C W 2" S C W 1. 5 " S H W 2" S H W 2" I C W 2" I C W 1. 5 " I C W 1. 5 " I C W E301E302 E201a E840 E108 1. 5 " R W 1 4" D 4 6" R W 2 4" D 4 1" C A 7 5 6 1110 1.5" RR 106 EQUIPMENT 2 A1.5 4' - 0" 5' - 9" 6' - 6" 7' - 3" 4' - 9" 6' - 9" T/O FLOOR 100' -0" E930E002E001b UH-1 E109 E110 E030b E111 E003a UH-2 2" D 2 4" D 2 1. 5 " S L 3 1. 5 " S L 3 1. 5 " S L 3 E003b 1. 5 " R R 1" S C W 0. 7 5 " S C W 2" S C W 2" S H W 2" I C W 2" I C W 3" I C W 2" 0. 5 " C A E920 4" W T R 4" D 4 4" D 2 1. 5 " S H W 1.5" SL51.5" SL54" RW36" RW2 E030 E004 OH106 106a 22 42 16.1 22 14 26.19 1 2 3 4 8 106 EQUIPMENT 105 CLEAN EQUIPMENT 2' - 0" 6' - 0" 8' - 2" 7' - 2" 5' - 0" 6' - 6" STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A1.5 WASH EQUIPMENT PLUMBING PLAN AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 GENERAL NOTES A. SEE P-SERIES PLUMBING DRAWINGS FOR CONTINUATION AND ADDITIONAL REQUIREMENTS. B. SEE SLAB, TRENCH & PIT GRADING PLAN A1.2b FOR ADDITIONAL BENEATH SLAB SLEEVES AND PIPING. C. COORDINATE SEQUENCING AND INSTALLATION OF EQUIPMENT POWER AND PLUMBING SYSTEMS WITH OWNER'S CONSTRUCTION FORCES. D. PROVIDE ALL INDICATED CONDUITS AND VALVES FOR ALL EQUIPMENT INDICATED ON EQUIPMENT SCHEDULE TO BE "FUTURE". E. ALL PIPING TO BE GRADE L COPPER UNLESS SPECIFICALLY DESIGNATED OTHERWISE BELOW. F. ALL COPPER PIPE SHALL INCORPORATE BRAZED COPPER FITTINGS. G. ALL BALL VALVES TO BE FEMALE PIPE THREAD, BRASS BODIED, FULL PORT. H. PIPE INSULATION SHALL BE PROVIDED AT HOT WATER PIPING AND EXTERIOR IN-GROUND PIPING THAT IS LESS THAN 36" BURIAL DEPTH OR FROST LINE. I. PIPE INSULATION PROVIDED SHALL BE 1" FOR PIPES UP TO AND INCLUDING 2" IN DIAMETER, AND 1.5" FOR PIPES MORE THAN 2" IN DIAMETER. J. ABBREVIATIONS: CA COMPRESSED AIR: RAPIDAIR FASTPIPE SYSTEM AND COMPRESSION FITTINGS. USE MAXLINE WHEN INDICATED TO RUN IN UNDERGROUND PVC SLEEVE. HOTSY HOTSY PRESSURE WASHING SYSTEM: PROVIDE 1/2" 4000PSI BLACK HIGH PRESSURE HOT WATER HOSE AND FITTINGS. PROVIDE CUSH-A- CLAMP UNISTRUT SUPPORT ICW INDUSTRIAL COLD WATER: GRADE L COPPER PIPE RO REVERSE OSMOSIS WATER: GRADE L COPPER RR RO REJECT RECOVERY WATER: GRADE L COPPER RW RECLAIM WATER: GRADE L COPPER SCW SOFT COLD WATER: GRADE L COPPER SHW SOFT HOT WATER: GRADE L COPPER SHWU SOFT HOT WATER UNDER SLAB: GRADE K COPPER VAC VACUUM PIPING: PROVIDE SOLID CORE PVC NPT NATIONAL PIPE THREAD LEGEND HOSE BIB 'HB-1'. PROVIDE & INSTALL 3/4" THREADED OUTLET BALL VALVE. INSTALL AT 66" ABOVE SLAB UNLESS OTHERWISE NOTED ON PLANS. ADDITIONAL HOSE BIBS ARE SPECIFIED ON SHEET PLUMBING PLANS. BALL VALVE. PROVIDE FEMALE PIPE THREAD UNITS -SEE DETAIL 3 FOR VALVE WITH DROP STEM MOUNTING. TEST & DRAIN BALL VALVE. SHUT-OFF BALL VALVE. ELBOW. PROVIDE QUANTITY AS REQUIRED. TEE. DOUBLE TEE. MAKE PLUMBING CONNECTION. HEAT EXCHANGER ON POWER PACK UNIT -OWNER FURNISH, CONTRACTOR INSTALLED MIXING VALVE T/D 1 : 10 UNISTRUT RACK BY OWNER2 12" = 1'-0" PIPE AND BALL VALVE MOUNTING3 3/16" = 1'-0" WASH EQUIPMENT PLUMBING PLAN NORTH 0'4'2'8' 3/16" = 1'-0" PLUMBING - EQUIPMENT NORTH1 3/16" = 1'-0" PLUMBING - EQUIPMENT SOUTH5 PIPE SCHEDULE #:DESCRIPTION: SCW SOFT COLD WATER SHW SOFT HOT WATER SL1 4" SCH40 PVC SLEEVE STUB UP FROM EQUIPMENT ROOM TO SIDE WALL OF TRENCH SL3 1.5" SCH40 PVC PIPE SLEEVES FOR COMPRESSED AIR HOSE INSTALLATION BY OTHERS, PROVIDE 2 PIPES TO EACH TO LID OF RECLAIM TANKS <E013> & <E014> AS ILLUSTRATED. SEE A7.1 RECLAIM SYSTEM DETAILS. SL4 4" SCH40 SLEEVE FOR TIRE SHINE AIR AND CHEMICAL LINES SL5 (2X) 1.5" SCH40 PVC SLEEVES FOR COMPRESSED AIR. STUB-UP INTO CLOSEST VACUUM ARCH STANCHION BASE AT ROW OF VACUUMS NEAREST THE BUILDING AND ALSO AT ROW ACROSS LOT DRIVE FOR ARCHES NOTED AS FUTURE. SL6 6" SCH40 PVC SLEEVE FROM CONVEYOR POWER PACK TO SIDE WALL OF CONVEYOR TRENCH WTR LOCATION OF WATER SERVICE ENTERING BUILDING. SEE MECHNICAL PLANS FOR INTERIOR PIPE SIZE AND CONTINUATION INSIDE OF BUILDING AND CIVIL UTILITY PLAN FOR EXTERIOR PIPE SIZE AND CONTINUATION ON SITE TO MUNICIPAL WATER SUPPLY SYSTEM. PIPE SCHEDULE #:DESCRIPTION: CA COMPRESSED AIR D2 SCH40 PVC DRAIN PIPE ASSEMBLY, SIZE AS INDICATED D4 4" SCH40 PVC DRAIN NETWORK TO SAND/ OIL INTERCEPTOR ICW INDUSTRIAL COLD WATER RR RO REJECT RECOVERY RW1 6" SCH80 PVC RECLAIM WATER HEADER PIPING FROM FILTER TO PUMPS AND TRENCH FLUSH RW2 6" SCH80 PVC RECLAIM WATER FROM SUMP PUMP TO FILTER RW3 4" SCH80 PVC RECLAIM WATER FROM NIGHT TIME SUMP PUMP. STUB UP AT EQUIPMENT ROOM AND CONNECT TO VERTICAL LEG OF RW4 PUMBING WITH WYE FITTING ARRANGED FOR DOWNWARD FLOW AT 12" ABOVE SLAB RW4 6" SCH40 PVC RECLAIM WATER TRENCH FLUSH PIPE ASSEMBLY. PROVIDE CONSTANT DOWNWARD SLOPE EACH DIRECTION FROM WYE FITTING AS ILLUSTRATED TO SIDEWALL OF TRENCH. PIPE INVERT AT TRENCH TO BE 3" ABOVE GUTTER FLOOR OF TRENCH TO ACCOMMODATE WATERSTOP ASSEMBLIES. SHEET NOTES # DESCRIPTION 1 SEE P-SERIES PLUMBING DRAWINGS FOR CONTINUATION 2 SEE PLUMBING DRAWINGS FOR WATER SERVICE BACKFLOW PREVENTERS, INSTALL PARALLEL TO WALL IN SHORTEST REASONABLE LENGTH. 3 SEE PLUMBING DRAWINGS FOR WATER SOFTENER SYSTEM (2" PRE-PLUMBED PIPING MANIFOLD. 4 SEE PLUMBING DRAWINGS FOR BOILER DETAIL. SYSTEM INCLUDES PRE-PLUMBED MANIFOLD & SKID. 5 SEE SHEET A1.2 FOR UNDERGROUND COMPRESSED AIR PIPING FROM AIR DRYER TO VACUUM ARCH BASES. PROVIDE SHUT-OFF BALL VALVE TO EACH OF (2) PIPES. 6 BALL VALVE FOR EXTENSION TO FUTURE AIR VALVES AT BLOWER ROOM FANS. 7 CONNECT (2) AIR COMPRESSORS TO SINGLE AIR DRYER & PROVIDE BYPASS LOOP AROUND AIR DRYER. SEE PLUMBING DETAIL. 8 SEE PLUMBING DRAWINGS FOR ICE MELT BOILER DETAIL. SYSTEM INCLUDES RACK AND PRE-PLUMBED SYSTEM MANIFOLD. 9 PIPING TO TUNNEL BALL VALVES SHALL SLOPE DOWN TO VALVE, SO TUNNEL PIPING CAN BE DRAINED EASILY, TYPICAL. INSTALL VALVES AT +48". 10 MOUNT PIPE OR GROUP OF PIPES AS OCCURS TO OWNERS UNISTRUT RACK SYSTEM PER DETAILS 2 & 3, TYPICAL AT SOUTH WALL. 11 INSTALL AND SUPPORT OWNER FURNISHED 6" SCH80 RECLAIM DELIVERY MANIFOLD KIT FROM RECLAIM FILTER TO 6" STUB-UP PLUMBING. SEE A1.2b FOR LOCATION OF UNDERGROUND STUB-UP LOCATION. REVISIONS #DATE NOT F O R C O N S T R U C T I O N STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A1.6a EQUIPMENT SCHEDULE AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 E100 PUMPS AND MOTORS ITEM DESCRIPTION UNLOADED FURNISHED SET IN PLACE INSTALLED CONDUIT OH / UG POWER VOLTAGE (V) CONTROL VOLTAGE TUNNEL CONTROL FUNCTION CONTROL WIRE SPECIFICATION CONTROL WIRE QUANTITY/ TYPE CONTROL CONNECTION TYPE CONTROL FED FROM/ FEEDS TO POWER FEED FROM/FEEDS TO HARDWIRE PROVIDE CONDUIT(S) PROVIDE VALVES PLUMBING IN PLUMBING IN PIPE SIZE PLUMBING OUT PLUMBING OUT PIPE SIZE STARTUP TEST BALANCE MOUNTING COMMENTS E101 PUMP HFX; HSW PUMP 1;GC O O O UG 480VAC - 0 PREWIRED PREWIRED PREWIRED PREWIRED HA/ UNIT VFD/ MOTOR GC GC O 2" O 2" O FRAME/ SLAB GRUNDFOS CRE10-10 N-GJ-A-E-HQQE E101a PRESSURE TRANSDUCER - O - GC UG - 24VDC 0 SOUTHWIRE MCTC-18-3S-1 1/SENSOR CABLE TERMINAL BLOCK MCC/ TRANSDUCER - GC GC - - -- - - - E102 PUMP HFX; HSW PUMP 2;GC O O O UG 480VAC 0 PREWIRED PREWIRED PREWIRED PREWIRED HA/ UNIT VFD/ MOTOR GC GC O 2" O 2" O FRAME/ SLAB GRUNDFOS CRE10-10 N-GJ-A-E-HQQE E102a PRESSURE TRANSDUCER - O - GC UG - 24VDC 0 SOUTHWIRE MCTC-18-3S-1 1/SENSOR CABLE TERMINAL BLOCK MCC/ TRANSDUCER - GC GC - - -- - - - - E103 BACK-UP PUMP; (FUTURE) NO CONNECTIONS - O O O - - - 0 - - - - - - - - - - - - - - - E103a PRESSURE TRANSDUCER O - GC UG - 24VDC 0 SOUTHWIRE MCTC-18-3S-1 1/SENSOR CABLE TERMINAL BLOCK MCC/ TRANSDUCER - GC GC - - -- - - - - E104 PUMP; SUMP RECLAIM; MAIN SUPPLY GC O GC GC UG 480VAC - 0 PREWIRED PREWIRED PREWIRED PREWIRED CWMS VFD/ MOTOR GC GC - - - GC 6" O TANK MAKE SURE PUMP MOTOR ROTATES IN CORRECT DIRECTION E104a PRESSURE TRANSDUCER O - GC UG - 24VDC 1/SENSOR CABLE TERMINAL BLOCK MCC/ TRANSDUCER - GC GC - - -- - - RECLAIM MAIN E104a LOW LEVEL FLOAT; SUMP RECLAIM O O GC GC UG - 4-20mA 0 SOUTHWIRE MCTC-18-3S-1 1/SENSOR CABLE TERMINAL BLOCK MCC TC CWMS/ METER GC GC - -- - - - TANK E104b MOTOR HEAT SENSOR ON PUMP - O - - UG - - 0 - - - - - GC GC - - - - - - TANK E105 PUMP; SUMP RECLAIM; AT NIGHT TRENCH FLUSH GC O GC GC UG 480VAC - 0 PREWIRED PREWIRED PREWIRED PREWIRED CWMS STARTER/ MOTOR GC GC - - - GC 4" O TANK E106 PUMP; RECLAIM HIGH PRESSURE GC O GC O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED VFD/ MOTOR GC GC 3" GC (2) 1.5" GC 1" SS O SLAB E107 PUMP; RECLAIM HIGH PRESSURE GC O GC O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED VFD/ MOTOR GC GC 3" GC (2) 1.5" GC 1" SS O SLAB E108 PUMP; MUD BLAST GC O GC O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC VFD/ MOTOR GC GC 3" GC 3" GC 1.25" SS O SLAB GRUNDFOS CR 45-5-2 A-G-A-E-HQQE E108a PRESSURE TRANSDUCER GC O - GC UG - 24VDC 0 SOUTHWIRE MCTC-18-3S-1 1/SENSOR CABLE TERMINAL BLOCK MCC/ TRANSDUCER - GC GC - - -- - - PUMP E109 PUMP; RO PRODUCTION - O - O UG 480VAC - 0 - - PREWIRED - - GC GC - - - - - - SKID E109a LOW/HIGH LEVEL FLOAT - O - O OH 480VAC - 0 - - - - - - GC - - - - - - TANK E110 PUMP; RO DELIVERY - O - O UG 480VAC - 1 - - PREWIRED - - GC GC - - - - - - SKID E111 PUMP; RO REJECT RECOVERY - O - O UG 480VAC - 0 - - - - - GC GC - - - - - - SLAB E111a LOW LEVEL FLOAT; RO REJECT RECOVERY - O - O OH - - 0 - - - - - - GC - - - - - - TANK E112 PUMP; PRESSURE WASHER W/ WALL BRACKET GC O GC O UG 480VAC - 0 - - - - HA/ UNIT STARTER GC GC 1.5" HSW GC 1" TYPE K O 0.5" SS O WALL (BRACKET) AALADIN 443-SS W/ SOAP CONTAINER AND CLUTCH E121 MOTOR, TOP BRUSH GC O O O OH 480VAC 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O ARCH PECO ELECTRIC MOTOR IN TUNNEL E122a MOTOR, WRAPS 1 DS GC O O O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O ARCH PECO ELECTRIC MOTOR IN TUNNEL E122b MOTOR, WRAPS 1 PS GC O O O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O ARCH PECO ELECTRIC MOTOR IN TUNNEL E123a MOTOR, ROCKER 1 PS GC O O O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O PEDESTAL PECO ELECTRIC MOTOR IN TUNNEL E123b MOTOR, ROCKER 1 DS GC O O O UG 480 - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - O PEDESTAL PECO ELECTRIC MOTOR IN TUNNEL E124a MOTOR, ROCKER 2 PS GC O O O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O PEDESTAL PECO ELECTRIC MOTOR IN TUNNEL E124b MOTOR, ROCKER 2 DS GC O O O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O PEDESTAL PECO ELECTRIC MOTOR IN TUNNEL E125 MOTOR, TOP BRUSH 2 GC O O O OH 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O ARCH PECO ELECTRIC MOTOR IN TUNNEL E126a MOTOR, WRAPS 2 DS GC O O O OH 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O ARCH PECO ELECTRIC MOTOR IN TUNNEL E126b MOTOR, WRAPS 2 PS GC O O O OH 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O ARCH PECO ELECTRIC MOTOR IN TUNNEL E127a MOTOR, TIRE SHINE DS GC O O O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O EQUIP PECO ELECTRIC MOTOR IN TUNNEL E127b MOTOR, TIRE SHINE PS GC O O O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC1 VFD/ MOTOR GC GC - - - - - O EQUIP PECO ELECTRIC MOTOR IN TUNNEL E130 MOTOR; SPEED DOOR & CONTROL BOX; EXIT GC O O O UG 480VAC 1 14/3 SHIELDED 3 CONDUCTOR SHIELDED x2 MCC1 TC/ UNIT CONTROLLER HA/ UNIT VFD/ MOTOR GC GC - - - - - O WALL RYTEC PREDADOOR; VFD ON WALL NEXT TO DOOR E000 WATER PROCESSING / BOILER SYSTEMS ITEM DESCRIPTION UNLOADED FURNISHED SET IN PLACE INSTALLED CONDUIT OH / UG POWER VOLTAGE (V) CONTROL VOLTAGE HARDWIRE WIRE DEVICE TO CONTROLLER PROVIDE CONDUIT(S)PLUMBING IN PLUMBING IN PIPE SIZE PLUMBING OUT PLUMBING OUT PIPE SIZE STARTUP TEST BALANCE MOUNTING COMMENTS E001a BACKFLOW PREVENTER; 3" (PROCESS WATER) - GC GC GC -- - - - - GC 3" GC 3" - - INSTALL RPBP'S IN PARALLEL E001b BACKFLOW PREVENTER; 1 1/2" (DOMESTIC) - GC GC GC - -- - - - GC 1.5" GC 1.5" - - INSTALL RPBP'S IN PARALLEL E002 WATER SOFTENER SYSTEM; DU-PLEX GC O GC GC UG (2) 120VAC - GC PREWIRED GC GC 2" GC 2" GC SLAB VWW VS2-2000-210 - SKID MOUNTED E003a BOILER: UHE; ICE MELT GC O GC GC UG 120VAC - GC PREWIRED GC GC 1.5" GC 1.5" GC SLAB 400,000 BTU E003b ICE MELT MANIFOLDS; MULTIPLE - SEE PLAN - O - - - - -- - - - - - - - SLAB SEE VENDORS DESIGN E003c ICE MELT SENSOR - O - - UG - 4-20mA GC GC GC - - - - - PAVING SEE VENDORS DESIGN E003d THERMOSTAT SENSOR - O GC GC OH - 4-20mA GC GC GC - - - - - PAVING SEE VENDORS DESIGN E004 BOILER; UHE; WATER GC O GC GC UG 120VAC - GC GC GC GC 2" GC 2" GC SLAB 400,000 BTU E010 TRENCH TRASH COLLECTION DRAIN; SWIRLY GC O GC GC - - -- - - GC - GC 10" - TRENCH FORM IN AND POUR IN PLACE WITH TUNNEL CONVEYOR TRENCH CONCRETE E011 TANK 1; RECLAIM; 3,000 GA GC GC GC GC - - - - - GC 12" GC 8" - GROUND SEE SHEET A7.1 E012 TANK 2; RECLAIM; 3,000 GA GC GC GC GC - - - - - GC 8" GC 8" - GROUND SEE SHEET A7.1 E013 TANK 3; RECLAIM; 3,000 GA GC GC GC GC - - - - - GC 8" GC 8" - GROUND SEE SHEET A7.1 E014 TANK 4; SAND/ OIL INTERCEPTOR; 3,000 GA GC GC GC GC - - - - - GC 8" GC 8" - GROUND SEE SHEET A7.1 E020 RECLAIM FILTER, 115VAC; 60HZ GC O GC O UG 120VAC GC GC GC 6" GC 6" - SLAB NETAFIM; APOLLO, 5 UNIT TWIN, 4" WASTE E030 RO UNIT SKID; 14,400 GPD GC O GC O UG - 4-20mA - - - GC 1" GC 1" SLAB - E030a RO CARBON FILTER (GAC)- O O O UG - - - - - - - - SKID - E030b RO PREFILTER - O O O -- - - - - - - - SKID - E030c RO STORAGE TANK 1; 1,500 GA GC O O O -- - - GC GC - SLAB - E030d RO REJECT TANK 2; 1,500 GA GC O O O -- - - GC GC - SLAB - E200 HYDRAULICS ITEM DESCRIPTION UNLOADED FURNISHED SET IN PLACE INSTALLED CONDUIT OH / UG POWER VOLTAGE (V) CONTROL VOLTAGE TUNNEL CONTROL FUNCTION CONTROL WIRE SIZE/ TYPE CONTROL WIRE QUANTITY/ TYPE CONTROL CONNECTION TYPE CONTROL FED FROM/ FEEDS TO POWER FEED FROM/FEEDS TO HARDWIRE WIRE DEVICE TO CONTROLLER PROVIDE CONDUIT(S)PLUMBING IN PLUMBING OUT STARTUP TEST BALANCE MOUNTING COMMENTS E201 PUMP, HYDRAULIC, CONVEYOR GC O GC O UG 480VAC - 1 PREWIRED PREWIRED PREWIRED PREWIRED MCC VFD/ MOTOR GC GC GC O O O SLAB E201a LOW OIL SENSOR - O - O UG - 24VAC 1 SOUTHWIRE MCTC-18-3S-1 1/SENSOR CABLE CEE CONDUIT BODY/FLEXIBLE CONDUIT/JBOX TC/ JBOX-CONDULET MCC CONTROLLER/ UNIT GC GC GC - - - NEEDS A SEPARATE CONDUIT TO MCC ; MULTIPLE LOW OIL LINES CAN SHARE CONDUIT WHEN EQUIPMENT IS ADJACENT TO ONE-ANOTHER. E300 AIR MOVEMENT ITEM DESCRIPTION UNLOADED FURNISHED SET IN PLACE INSTALLED CONDUIT OH / UG POWER VOLTAGE (V) CONTROL VOLTAGE TUNNEL CONTROL FUNCTION CONTROL WIRE SIZE/ TYPE CONTROL WIRE QUANTITY/ TYPE CONTROL CONNECTION TYPE CONTROL FED FROM/ FEEDS TO POWER FEED FROM/FEEDS TO HARDWIRE WIRE DEVICE TO CONTROLLER PROVIDE CONDUIT(S) PROVIDE VALVES PLUMBING IN PLUMBING OUT STARTUP TEST BALANCE MOUNTING COMMENTS E301 AIR COMPRESSOR 1 GC O GC O UG 480VAC 0 - - - - HA/ UNIT STARTER GC - GC O O O O SLAB CONNECT BOTH COMPRESSORS FROM 3/4" HOSE INTO SINGLE 1" LINE E302 AIR COMPRESSOR 2 GC O GC O UG 480VAC 0 - - - - HA/ UNIT STARTER GC - GC O O O O SLAB CONNECT BOTH COMPRESSORS FROM 3/4" HOSE INTO SINGLE 1" LINE E303a BLOWER 1 GC O O O OH 480VAC 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303b BLOWER 2 GC O O O OH 480VAC 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303c BLOWER 3 GC O O O OH 480VAC 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303d BLOWER 4 GC O O O OH 480VAC 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303e BLOWER 5 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303f BLOWER 6 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303g BLOWER 7 GC O O O OH 480VAC 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303h BLOWER 8 GC O O O OH 480VAC 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303i BLOWER 9 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303j BLOWER 10 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303k BLOWER 11 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303l BLOWER 12 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303m BLOWER 13 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303n BLOWER 14 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303o BLOWER 15 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303p BLOWER 16 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E303q BLOWER 17 GC O O O OH 480VAC - 1 MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC PREWIRED MCC/ MOTOR GC - GC O - - - BEAM HEAD SYSTEMS E304 VAC PRODUCER GC O GC O UG 480VAC - 0 BELDEN 8618 1/BELDEN WEATHERBOX VFD/TRANSDUCER MDP/VFD; VFD/MOTOR GC - GC - O O O PAD WIRE VFD IN VACUUM ROOM;SEE VACUTECH DRAWINGS E304a PRESSURE TRANSDUCER - O - GC UG - 24VDC 0 SOUTHWIRE MCTC-18-3S-1 1/SENSOR CABLE TERMINAL BLOCK MCC/ TRANSDUCER - GC - GC - - - - - - E305 VAC PRODUCER GC O GC O UG 480VAC - 0 BELDEN 8618 1/BELDEN WEATHERBOX VFD/TRANSDUCER MDP/VFD; VFD/MOTOR GC - GC - O O O PAD WIRE VFD IN VACUUM ROOM;SEE VACUTECH DRAWINGS E305A PRESSURE TRANSDUCER - O - GC UG - 24VDC 0 SOUTHWIRE MCTC-18-3S-1 1/SENSOR CABLE TERMINAL BLOCK MCC/ TRANSDUCER - GC - GC - - - - - - SCHEDULE KEY B- BOBRICK ACCESSORY CATOLOGUE NUMBERS GC GENERAL CONTRACTOR O OWNER OC OWNERS CONSTRUCTION FORCES NA NOT APPLICABLE / R RECESSED APPLICATION V VARIES GREY COLOR INDICATES NOT APPLICABLE EXXX HAVE CUT SHEET(S) FOR THESE ITEMS DEFINITIONS FURNISHED SET IN PLACE INSTALLED HARDWIRE PROVIDE CONDUIT PROVIDE VALVES PLUMBING CONNECTION SUPPLIED TO SITE AT OWNERS OR GENERAL CONTRACTORS CHOSEN LOCATION MOVED FROM ANY LOCATION ON PROPERTY AND SET IN APPROPRIATE PLACE. THIS LOCATION SHALL BE CONFIRMED BY THE OWNER OR OWNER'S REPRESENTATIVE EQUIPMENT TO BE FASTENED, MOUNTED OR SECURED IN PLACE CONNECT CONDUCTORS FROM SOURCE TO EQUIPMENT; THIS INCLUDES BOTH POWER AND CONTROL CONDUCTORS EXTEND APPROPRIATE CONDUIT FROM SOURCE TO EQUIPMENT AND PROVIDE BOX AS NECESSARY. SEE SCHEDULE FOR ROUTING OVERHEAD OR UNDERGROUND RECESSED APPLICATION THIS INCLUDES VALVES AND ALL NECESSARY PLUMBING FITTINGS FOR COMPLETE, CODE COMPLIANT INSTALLATION. ALL CODE REQUIRED VALVES MAY NOT BE SHOWN. IT IS THE GENERAL CONTRACTORS PROVIDE PIPING AND FITTINGS REQUIRED AND MAKE FINAL CONNECTION TO EQUIPMENT FOR ALL WATER, SEWER, GAS, AND COMPRESSED AIR SYSTEMS REVISIONS #DATE NOT F O R C O N S T R U C T I O N STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A1.6b EQUIPMENT SCHEDULE CONTINUED AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 E400 CHEMICAL / WATER DISPENSING ITEM DESCRIPTION UNLOADED FURNISHED SET IN PLACE INSTALLED CONDUIT OH / UG POWER VOLTAGE (V) CONTROL VOLTAGE TUNNEL CONTROL FUNCTION CONTROL WIRE SIZE/ TYPE CONTROL WIRE QUANTITY/ TYPE CONTROL CONNECTION TYPE CONTROL FED FROM/ FEEDS TO POWER FEED FROM/FEEDS TO HARDWIRE WIRE DEVICE TO CONTROLLER PROVIDE CONDUIT(S) PROVIDE VALVES PLUMBING IN PLUMBING OUT STARTUP TEST BALANCE MOUNTING BACKING COMMENTS E401 HYDRAFLEX PANEL 1 - HD7/9; HOT SOFT WATER; 24VAC; 24.5W - O O O UG - - 7 #16AWG/THHN/THWN 9/7 HOTS/1 NEUTRAL/1 GROUND YELLOW CORD; 1"CONDUIT/ JBOX TC/6X6X4 JBOX PANEL/ HYDRAFLEX PANEL GC GC GC O O O O WALL NO CONNECT YELLOW MAIN TRUNK WIRE TO J-BOX; CONNECT GREY WIRE TO CTRL UNIT E401a PANEL 1-1; CTA 1; ALKALINE; AIR - - - - - - - 0 - - - - - - - - O O O O - - NOT SHOWN ON PLAN, PART OF E401 E401b PANEL 1-2; CTA 2; ALKALINE; AIR - - - - - - - 0 - - - - - - - - O O O O - - NOT SHOWN ON PLAN, PART OF E401 E401c PANEL 1-3; BUG JUICE LOW; NO AIR - - - - - - - 0 - - - - - - - - O O O O - - NOT SHOWN ON PLAN, PART OF E401 E401d PANEL 1-4; BUG JUICE TOP; NO AIR - - - - - - - 0 - - - - - - - - O O O O - - NOT SHOWN ON PLAN, PART OF E401 E401e PANEL 1-5; PRESOAK PEDESTAL 1; AIR - - - - - - - 0 - - - - - - - - O O O O - - NOT SHOWN ON PLAN, PART OF E401 E401f PANEL 1-6; PRESOAK PEDESTAL 2; AIR - - - - - - - 0 - - - - - - - - O O O O - - NOT SHOWN ON PLAN, PART OF E401 E401g PANEL 1-7+; RAINBOW FOAM; NEUTRAL; AIR - - - - - - - 0 - - - - - - - - O O O O - - NOT SHOWN ON PLAN, PART OF E401 E402 HYDRAFLEX PANEL 2 - HD7/9; COLD SOFT WATER; 24VAC; 24.5W - O O O UG - - 7 #16AWG/THHN/THWN 9/7 HOTS/1 NEUTRAL/1 GROUND YELLOW CORD; 1"CONDUIT/ JBOX TC/6X6X4 JBOX PANEL/ HYDRAFLEX PANEL GC GC GC O O O O WALL NO CONNECT YELLOW MAIN TRUNK WIRE TO J-BOX; CONNECT GREY WIRE TO CTRL UNIT E402a PANEL 2-1; PRESOAK 2; BANANA FOAMER; LOW PH; AIR - - - - - - - 0 - - - - - - - - O O O O - - NOT SHOWN ON PLAN, PART OF E402 E402b PANEL 2-2; CTA 3; LOW PH; AIR - - - - - - - 0 - - - - - - - - O O O O - - NOT SHOWN ON PLAN, PART OF E402 E402c PANEL 2-3+; CARNUBA WAX; LOW PH; AIR - - - - - - - 0 - - - - - - - - O O O O - - NOT SHOWN ON PLAN, PART OF E402 E402d PANEL 2-4+; TOTAL SURFACE PROTECTION CERAMIC; ICE - - - - - - - 0 - - - - - - - - O O O O - - NOT SHOWN ON PLAN, PART OF E402 E402e PANEL 2-5; CLEAR COAT; BLAZIN GLAZE - - - - - - - 0 - - - - - - - - O O O O - - NOT SHOWN ON PLAN, PART OF E402 E402f PANEL 2-6; DRYING AGENT; BLAZIN GLAZE - - - - - - - 0 - - - - - - - - O O O O - - NOT SHOWN ON PLAN, PART OF E402 E402g PANEL 2-7; RUST INHIBITOR;- - - - - - - 0 - - - - - - - - O O O O - - NOT SHOWN ON PLAN, PART OF E402 E403 ACCU-PUMP 1; 4 UNIT GROUP - O O O UG 120VAC - 1 - - - - - - - GC - O O O WALL NO E404 ACCU-PUMP 2; 4 UNIT GROUP - O O O UG 120VAC - 1 - - - - - - - GC - O O O WALL NO E405 ACCU-PUMP 3; 4 UNIT GROUP - O O O UG 120VAC - 1 - - - - - - - GC - O O O WALL NO E406 ACCU-PUMP 4; 4 UNIT GROUP - O O O UG 120VAC - 1 - - - - - - - GC - O O O WALL NO E410 TIRE SEAL CONTROL PANEL - O O O UG - 24VAC 1 #16AWG/THHN/THWN 5/3HOT/1NEUTRAL/1GROUN D CEE CONDUIT BODY/FLEXIBLE CONDUIT/JBOX TC/ JBOX-CONDULET TC/ JBOX GC GC GC - O O O WALL NO E420 SOLENOID UNDER CARRIAGE RINSE 12VDC - O O O UG - 12VDC 1 #16AWG/THHN/THWN 3/1HOT/1NEUTRAL/1GROUN D CEE CONDUIT BODY/FLEXIBLE CONDUIT/JBOX TC/ JBOX-CONDULET TC/ JBOX GC GC GC - O O O WALL NO E421 FRESH WATER SOLENOID MANIFOLD 1 - O O O OH - 24VAC 4 #16AWG/THHN/THWN 10/8 HOT/1 NEUTRAL/1 GROUND CEE CONDUIT BODY/FLEXIBLE CONDUIT/JBOX TC/ JBOX-CONDULET TC/ JBOX GC GC GC - O O O WALL NO PECO; (4) 1/2" SOLENOIDS E421a FRESH WATER SOLENOID 1-1 - O GEN UG - 24VDC #12AWG/THHN/THWN 3/1HOT/1NEUTRAL/1GROUN D JBOX/SO CORD OR FLEXIBLE CONDUIT MCC TC/ SOLENOID JBOX TC/ SOLENOID JBOX GEN GEN .75" CA GEN - O E421b FRESH WATER SOLENOID 2-2 - O GEN UG - 24VDC #12AWG/THHN/THWN 3/1HOT/1NEUTRAL/1GROUN D JBOX/SO CORD OR FLEXIBLE CONDUIT MCC TC/ SOLENOID JBOX TC/ SOLENOID JBOX GEN GEN .75" CA GEN - O E421c FRESH WATER SOLENOID 2-3 - O GEN UG - 24VDC #12AWG/THHN/THWN 3/1HOT/1NEUTRAL/1GROUN D JBOX/SO CORD OR FLEXIBLE CONDUIT MCC TC/ SOLENOID JBOX TC/ SOLENOID JBOX GEN GEN .75" CA GEN - O E421d FRESH WATER SOLENOID 2-3 - O GEN UG - 24VDC #12AWG/THHN/THWN 3/1HOT/1NEUTRAL/1GROUN D JBOX/SO CORD OR FLEXIBLE CONDUIT MCC TC/ SOLENOID JBOX TC/ SOLENOID JBOX GEN GEN .75" CA GEN - O E422 FRESH WATER SOLENOID MANIFOLD 2 - O O O OH - 24VAC 4 #16AWG/THHN/THWN 10/8 HOT/1 NEUTRAL/1 GROUND CEE CONDUIT BODY/FLEXIBLE CONDUIT/JBOX TC/ JBOX-CONDULET TC/ JBOX GC GC GC - O O O WALL NO PECO; (4) 1/2" SOLENOIDS E422a FRESH WATER SOLENOID 2-1 - - - - - - - 0 - - - - - - - - - GEN - O E422b FRESH WATER SOLENOID 2-2 - - - - - - - 0 - - - - - - - - - - - O WALL - E422c FRESH WATER SOLENOID 2-3 - - - - - - - 0 - - - - - - - - - - - O WALL - E422d FRESH WATER SOLENOID 2-4 - - - - - - - 0 - - - - - - - - - - - O WALL - E431 MAT WASHER 1; 110VAC; 30AMP GC O GC O UG 120VAC - 0 - - - - HOUSE PANEL/ EQUIP GC - GC .5" HSW GC GC O SLAB - RHINO OR SPOTLESS; SS ; VALVE IN GROUND; E432 MAT WASHER 2; 110VAC; 30AMP GC O GC O UG 120VAC - 0 - - - - HOUSE PANEL/ EQUIP GC - GC .5" HSW GC GC O SLAB - RHINO OR SPOTLESS; SS ; VALVE IN GROUND; SCHEDULE KEY B- BOBRICK ACCESSORY CATOLOGUE NUMBERS GC GENERAL CONTRACTOR O OWNER OC OWNERS CONSTRUCTION FORCES NA NOT APPLICABLE / R RECESSED APPLICATION V VARIES GREY COLOR INDICATES NOT APPLICABLE EXXX HAVE CUT SHEET(S) FOR THESE ITEMS DEFINITIONS FURNISHED SET IN PLACE INSTALLED HARDWIRE PROVIDE CONDUIT PROVIDE VALVES PLUMBING CONNECTION SUPPLIED TO SITE AT OWNERS OR GENERAL CONTRACTORS CHOSEN LOCATION MOVED FROM ANY LOCATION ON PROPERTY AND SET IN APPROPRIATE PLACE. THIS LOCATION SHALL BE CONFIRMED BY THE OWNER OR OWNER'S REPRESENTATIVE EQUIPMENT TO BE FASTENED, MOUNTED OR SECURED IN PLACE CONNECT CONDUCTORS FROM SOURCE TO EQUIPMENT; THIS INCLUDES BOTH POWER AND CONTROL CONDUCTORS EXTEND APPROPRIATE CONDUIT FROM SOURCE TO EQUIPMENT AND PROVIDE BOX AS NECESSARY. SEE SCHEDULE FOR ROUTING OVERHEAD OR UNDERGROUND RECESSED APPLICATION THIS INCLUDES VALVES AND ALL NECESSARY PLUMBING FITTINGS FOR COMPLETE, CODE COMPLIANT INSTALLATION. ALL CODE REQUIRED VALVES MAY NOT BE SHOWN. IT IS THE GENERAL CONTRACTORS PROVIDE PIPING AND FITTINGS REQUIRED AND MAKE FINAL CONNECTION TO EQUIPMENT FOR ALL WATER, SEWER, GAS, AND COMPRESSED AIR SYSTEMS E600 SIGNS / SPECIALTY LIGHTING ITEM DESCRIPTION UNLOADED FURNISHED SET IN PLACE INSTALLED CONDUIT OH / UG POWER VOLTAGE (V) TUNNEL CONTROL FUNCTION CONTROL WIRE SIZE/ TYPE CONTROL WIRE QUANTITY/ TYPE CONTROL CONNECTION TYPE CONTROL FED FROM/ FEEDS TO POWER FEED FROM/FEEDS TO HARDWIRE WIRE DEVICE TO CONTROLLER PROVIDE CONDUIT(S) MOUNTING COMMENTS E601 ALL BUILDING SIGNAGE; SEE SIGNAGE PACKAGE FOR LOCATIONS SC SC SC SC OH - 0 --- - LCP/ SIGN GC - GC WALL ALL BUILDING SIGNAGE; SEE SIGNAGE PACKAGE FOR LOCATIONS E611 ALL SITE SIGNAGE; SEE SIGNAGE PACKAGE FOR LOCATIONS SC SC SC SC UG - 0 --- - LCP/ SIGN GC - GC VARIES ALL SITE SIGNAGE; SEE SIGNAGE PACKAGE FOR LOCATIONS E621a SIGN; DIGITAL MENU 1; 100-240VAC; 4AMP (FUTURE)- O O O UG 120VAC 0 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED TC/ DRIVER/ LED GC GC GC PAD SPOTLESS DIGITAL MENU E621b SIGN; DIGITAL MENU 2; 100-240VAC; 4AMP (FUTURE)- O O O UG 120VAC 0 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED TC/ DRIVER/ LED GC GC GC PAD SPOTLESS DIGITAL MENU E631 GRAND ENTRANCE ARCH O O O O UG 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED TC/ DRIVER/ LED GC GC GC SLAB SPOTLESS E632a SIGN; WALL MOUNTED O O O O UG 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED TC/ DRIVER/ LED GC GC GC WALL E632b SIGN; WALL MOUNTED O O O O UG 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED TC/ DRIVER/ LED GC GC GC WALL E633 SIGN; WALL MOUNTED O O O O UG 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED TC/ DRIVER/ LED GC GC GC WALL E634 SIGN; WALL MOUNTED O O O O UG 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED TC/ DRIVER/ LED GC GC GC WALL E635 SIGN; WALL MOUNTED O O O O UG 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED TC/ DRIVER/ LED GC GC GC WALL E636 SIGN; WALL MOUNTED O O O O UG 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED TC/ DRIVER/ LED GC GC GC WALL E637 SIGN; STILL DRYING / GO - O O O UG 120VAC 2 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED TC/ DRIVER/ LED GC GC GC PAVEMENT SPOTLESS E600 LED LIGHTING ITEM DESCRIPTION FURNISHED SET IN PLACE INSTALLED CONDUIT OH / UG POWER VOLTAGE (V) TUNNEL CONTROL FUNCTION CONTROL WIRE SPECIFICATION CONTROL WIRE QUANTITY/ TYPE CONTROL CONNECTION TYPE CONTROL FED FROM/ FEEDS TO HARDWIRE WIRE DEVICE TO CONTROLLER PROVIDE CONDUIT(S) MOUNTING COMMENTS E641 LED; PRESOAK; 6' O O O OH 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED GC GC GC UNISTRUT G&G LED; RAINBOW MAXX E642 LED; RAINBOW FOAM; 4' x 6' x 4' O O O OH 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED GC GC GC UNISTRUT G&G LED; RED E643 LED; CARNUBA WAX; 6' O O O OH 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED GC GC GC UNISTRUT G&G LED; RAINBOW MAXX E644 LED; RINSE; 6'O O O OH 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED GC GC GC UNISTRUT G&G LED; AMBER MAXX E645 LED; SURFACE PROTECTANT; 6' O O O OH 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED GC GC GC UNISTRUT G&G LED; BLUE E646 LED; CLEAR COAT PROTECTANT; 6' O O O OH 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED GC GC GC UNISTRUT G&G LED; AMBER E647 LED; DRYING AGENT; 6' O O O OH 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED GC GC GC UNISTRUT G&G LED; RED E648 LED; SPOT FREE RINSE; 6' O O O OH 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED GC GC GC UNISTRUT G&G LED; RED E649 LED; BLOWER BEAM 1; 6' O O O OH 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED GC GC GC UNISTRUT G&G LED; RED E650 LED; BLOWER BEAM 2; 6' O O O OH 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED GC GC GC UNISTRUT G&G LED; RED E651 LED; BLOWER BEAM 3; 6' O O O OH 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED GC GC GC UNISTRUT G&G LED; RED E652 LED; BLOWER BEAM 4; 6' O O O OH 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED GC GC GC UNISTRUT G&G LED; RED E653 LED; BLOWER BEAM 5; 6' O O O OH 120VAC 1 #16AWG/THHN/THWN 3/1SWITCH/1NEUTRAL/1GROUND SO CORD/JBOX TC/ DRIVER/ LED GC GC GC UNISTRUT G&G LED; RED E500 AIR CONTROLS ITEM DESCRIPTION FURNISHED SET IN PLACE INSTALLED CONDUIT OH / UG CONTROL VOLTAGE TUNNEL CONTROL FUNCTION CONTROL WIRE SIZE/ TYPE CONTROL WIRE QUANTITY/ TYPE CONTROL CONNECTION TYPE CONTROL FED FROM/ FEEDS TO HARDWIRE WIRE DEVICE TO CONTROLLER PROVIDE CONDUIT(S) PROVIDE VALVES STARTUP TEST BALANCE MOUNTING BACKING COMMENTS E501 AIR TREE 1 SOLENOIDS (24VDC)O O O UG 24VDC 6 #16AWG/THHN/THWN 8/6HOT/1NEUTRAL/1GROUND JBOX/SO CORD TC/ SOLENOID JBOX GC GC GC .75" CA O WALL NO E501a SOLENOID - TOP BRUSH RETRACT SINGLE - - - - - 0 --- - - - - - - - - E501b SOLENOID - SIDE BRUSH 1 PS EXTEND SINGLE - - - - - 0 --- - - - - - - E501c SOLENOID - SIDE BRUSH 2 DS EXTEND SINGLE - - - - - 0 --- - - - - - - - - E501d SOLENOID - SIDE BRUSH 2 DS EXTEND SINGLE - - - - - 0 --- - - - - - - E501e SOLENOID - WRAP 1 DRIVER EXTEND DUAL - - - - - 0 --- - - - - - - - - E501f SOLENOID - WRAP 1 PASSENGER EXTEND DUAL - - - - - 0 --- - - - - - - - - E502 AIR TREE 2 SOLENOIDS (24VDC)O O O UG 24VDC 7 #16AWG/THHN/THWN 11/9 HOTS/1 NEUTRAL/1 GROUND JBOX/SO CORD TC/ SOLENOID JBOX GC GC GC .75" CA O WALL NO E502a SOLENOID - TOP BRUSH 2 RETRACT SINGLE - - - - - 0 --- - - - - - - - - E502b SOLENOID - WRAP 1 DRIVER EXTEND DUAL - - - - - 0 --- - - - - - - E502c SOLENOID - WRAP 1 PASSENGER EXTEND DUAL - - - - - 0 --- - - - - - - E502d SOLENOID - SIDE BRUSH 1 DS EXTEND SINGLE - - - - - 0 --- - - - - - - E502e SOLENOID - TIRE SHINER DRIVER EXTEND SINGLE - - - - - 0 --- - - - - - - - - E502f SOLENOID - TIRE SHINER PASSENGER EXTEND SINGLE - - - - - 0 --- - - - - - - - - REVISIONS #DATE NOT F O R C O N S T R U C T I O N STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A1.6c EQUIPMENT SCHEDULE CONTINUED AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 E800 ELECTRICAL PANELS, CONTROLLERS, POS SYSTEMS ITEM SORTCODE DESCRIPTION UNLOADED FURNISHED SET IN PLACE INSTALLED CONDUIT OH / UG POWER VOLTAGE (V) CONTROL VOLTAGE TUNNEL CONTROL FUNCTION CONTROL WIRE SIZE/ TYPE CONTROL WIRE QUANTITY/ TYPE CONTROL CONNECTION TYPE CONTROL FED FROM/ FEEDS TO POWER FEED FROM/FEEDS TO HARDWIRE WIRE DEVICE TO CONTROLLER PROVIDE CONDUIT(S) MOUNTING Comments PT 21 PAD MOUNTED TRANSFORMER GC GC GC GC UG 480VAC - 0 ---- SEE ONE LINE GC - GC SLAB SPECIFIED BY POWER COMPANY / ENGINEER MSB 22 MAIN SWITCH BOARD (MSB); 1200AMP GC GC GC GC UG 480VAC - 0 ---- SEE ONE LINE GC - GC SLAB/W SPECIFIED BY ENGINEER MCC 23 MOTOR CONTROL CENTER; 800 AMP GC O O O UG 480VAC - 0 #16AWG/THHN/THWN 5/2HOTS/2NEUTRALS/1GROUND UG STUBS TO BOTTOM RIGHT SIDE OF MCC NEAREST 120VAC PANEL /MCC MSB/ MCC1 GC GC GC SLAB/W DESIGNED BY VENDOR TC 24 TUNNEL CONTROLLER (TC); (1) 40AMP GC O O O UG 220VAC - 0 RS422 1 UG SITEWATCH SERVER/TC MCC / TC GC GC GC IN MCC DESIGNED BY VENDOR HA 25 480Y/277 SUB-PANEL GC GC GC GC UG 480VAC - 0 ---- SEE ONE LINE GC - GC WALL SPECIFIED BY ENGINEER LA 26 208Y/120 SUB-PANEL GC GC GC GC UG 120-208VAC - 0 ---- SEE ONE LINE GC - GC WALL SPECIFIED BY ENGINEER LCP 27 LIGHTING CONTROL PANEL GC GC GC GC UG - - 0 ---- SEE ONE LINE GC - GC WALL SPECIFIED BY ENGINEER TA 28 TRANSFORMER; 112.5 KVA GC GC GC GC UG - - 0 ---- SEE ONE LINE GC - GC SLAB SPECIFIED BY ENGINEER TTB 29 TELEPHONE TERMINAL BOARD GC GC GC GC UG - - 0 ----- GC - GC WALL SPECIFIED BY ENGINEER, PAINT IC 200 IRRIGATION CONTROLLER GC GC GC GC UG 120VAC - 0 ----- GC - GC WALL SPECIFIED BY ENGINEER VFD1 201 VFD, VACUUM PRODUCER 1; DISCONNECT RATED GC O GC GC UG 480VAC 12VDC 0 ----- GC - GC WALL OWNER FURNISHED, CONTRACTOR INSTALLED VFD2 202 VFD, VACUUM PRODUCER 2; DISCONNECT RATED (FUTURE)- - - - UG 480VAC 12VDC 0 ----- GC - GC WALL OWNER FURNISHED, CONTRACTOR INSTALLED E801a 210 DRB SW; SITEWATCH SERVER - O O O UG 120VAC - 1 CAT5E 1 WALL PLATE/ PATCH CABLE DMARC/ SERVER LOCATION HOUSE PANEL/ UNIT GC - GC IN RACK LOCATED IN MANAGERS OFFICE POS RACK E801b 210 DRB SITEWATCH SRMB - O O O UG - - 1 CAT5E 1 WALL PLATE/ PATCH CABLE DMARC/ SERVER LOCATION HOUSE PANEL/ UNIT GC - GC IN RACK SEE NON-TUNNELWATCH CONTROLLER INTERFACE WIRING IN DRB LITERATURE E802 210 DRB TW; TUNNELWATCH COMPUTER; 120VAC - O O O UG 120VAC - 0 CAT5E 1 WALL PLATE/ PATCH CABLE SITEWATCH SERVER/ WALL JACK HOUSE PANEL/ UNIT GC - GC IN RACK LOCATED IN MANAGERS OFFICE POS RACK E803 210 DRB MWS1; MANAGER'S WORKSTATION 1 AT CONTROL; 120VAC - O O O UG 120VAC - 0 CAT5E 1 WALL PLATE/ PATCH CABLE SITEWATCH SERVER/ WALL JACK HOUSE PANEL/ UNIT GC - GC DESK AT CONTROL E804 210 DRB MWS2; MANAGER'S WORKSTATION 2; AT MANAGER'S OFFICE; 120VAC - O O O UG 120VAC - 0 CAT5E 1 WALL PLATE/ PATCH CABLE SITEWATCH SERVER/ WALL JACK HOUSE PANEL/ UNIT GC - GC DESK AT MANAGER'S OFFICE E805 210 SWS LOADING TUNNEL CONTROL STATION/ LAGUNA KEYPAD O O O O UG 120VAC - 0 CAT5E/ (2) RS422 3 WALL PLATE/ PATCH CABLE SITEWATCH SERVER/ STATION HOUSE PANEL/ UNIT GC GC GC SLAB ON LOADING PEDESTAL E806a 230 DRB XPT1; EXPRESS PAY TERMINAL; LANE 1; 120VAC; 8A - O O O UG 120VAC - 0 CAT5E 1 EQUIPMENT MOUNTED BOX SITEWATCH SERVER/ XPT HOUSE PANEL/ UNIT GC - GC ISLAND XPT STANDARD BASE FRAME; INSTALL PER PRODUCT LITERATURE E806b 230 DRB XPT2; EXPRESS PAY TERMINAL; LANE 2; 120VAC; 8A - O O O UG 120VAC - 0 CAT5E 1 EQUIPMENT MOUNTED BOX SITEWATCH SERVER/ XPT HOUSE PANEL/ UNIT GC - GC ISLAND XPT STANDARD BASE FRAME; INSTALL PER PRODUCT LITERATURE E807a 230 DRB FPR1; FASTPASS PROXIMITY READER; LANE 1 - O O O UG - - 0 MANUF. PREWIRED WHIP ---- GC - GC ISLAND INSTALL PER PRODUCT LITERATURE E807b 230 DRB FPR2; FASTPASS PROXIMITY READER; LANE 2 - O O O UG - - 0 MANUF. PREWIRED WHIP ---- GC - GC ISLAND INSTALL PER PRODUCT LITERATURE E808a 230 DRB GATE1; MAGNETIC GATE; LANE 1; 120VAC; 5A - O O O UG 120VAC - 0 CAT5E 1 EQUIPMENT MOUNTED JBOX XPT/GATE HOUSE PANEL/ UNIT GC - GC ISLAND PROVIDE 2 1/2" PVC GUIDE TUBE PER PRODUCT LITERATURE E808b 230 DRB GATE 2; MAGNETIC GATE; LANE 2; 120VAC; 5A - O O O UG 120VAC - 0 CAT5E 1 EQUIPMENT MOUNTED JBOX XPT/GATE HOUSE PANEL/ UNIT GC - GC ISLAND PROVIDE 2 1/2" PVC GUIDE TUBE PER PRODUCT LITERATURE E809a 230 DRB EPL1; EXTERNAL PROXIMITY LOOP; LANE 1 - O GC GC UG - - 0 SEE NOTE AT END ---- GC - GC PAVEMENT IN-PAVEMENT LOOPS; SEE DRB LITERATURE FOR LOOP SOURCING E809b 230 DRB EPL2; EXTERNAL PROXIMITY LOOP; LANE 2 - O GC GC UG - - 0 SEE NOTE AT END ---- GC - GC PAVEMENT IN-PAVEMENT LOOPS; SEE DRB LITERATURE FOR LOOP SOURCING E810a 230 DRB GL1; GATE LOOP; LANE 1 - O GC GC UG - - 0 SEE NOTE AT END ---- GC - GC PAVEMENT IN-PAVEMENT LOOPS; SEE DRB LITERATURE FOR LOOP SOURCING E810b 230 DRB GL2; GATE LOOP; LANE 2 - O GC GC UG - - 0 SEE NOTE AT END ---- GC - GC PAVEMENT IN-PAVEMENT LOOPS; SEE DRB LITERATURE FOR LOOP SOURCING E811a 230 DRB ML1; MERGE LOOP 1 GC GC GC GC UG - - 0 SEE NOTE AT END ---- GC - GC PAVEMENT 8' DISTANCE FROM GATE LOOPS; SEE LIT. FOR LOOP SOURCING E811b 230 DRB ML2; MERGE LOOP 2 GC GC GC GC UG - - 0 SEE NOTE AT END ---- GC - GC PAVEMENT 8' DISTANCE FROM GATE LOOPS; SEE LIT. FOR LOOP SOURCING E812a 230 POS LANE 1 PULL BOX GC GC GC GC UG - - 0 ----- - - GC SLAB E812b 230 POS LANE 2 PULL BOX GC GC GC GC UG - - 0 ----- - - GC SLAB E821 230 PULSE SWITCH - O O O UG - - 1 BELDEN 8618 1/ BELDEN REMOTE MOUNTED JBOX TC/ JBOX TC/ JBOX GC GC GC CONVEYOR STI E822 230 VEHICLE DETECTION MODULE; SONAR - O O O UG - - 1 BELDEN 8618 1/ BELDEN REMOTE JBOX TO MCC TC TC/ JBOX TC/ JBOX GC GC GC SLAB SITS IN RECESS IN TUNNEL SLAB E823a 230 AMPLIFIER; ENTER EYES - O O O UG 120VAC - 1 #16AWG/THHN/THWN 10/7HOTS/2NEUTRALS/1GROUN D JBOX TC/ JBOX/ UNIT PANEL/ AMPLIFIER GC GC GC IN RACK INDIVIDUAL CIRCUIT, STOP / START CIRCUIT (CONVEYOR ONLY), DO NOT ROUTE IN TRENCH E823b 230 ENTER EYES PAIR - O O O UG - - 1 BELDEN 8618 1/ BELDEN OTT OTT/ EYE TC/ AMPLIFIER GC GC GC SLAB E824 230 VEHICLE PROFILE SENSOR; TRUCK BED SONAR - O O O OH - - 1 BELDEN 8102 1/ BELDEN FLEXIBLE VPS INTERFACE/SONAR SENSOR - GC GC GC WALL CONNECT TO E845 CONTROLLER E825a 230 EMERGENCY START/ STOP; PUSH BUTTON & TWIST TO RESET GC GC GC GC UG - - 1 #14AWG/THHN/THWN SEE DRB INSTALL MANUAL CONDUIT TCS/ JBOX TC/ BUTTONS GC GC GC WALL START & STOP WITH LED STATUS INDICATOR; ALL INDIVIDUALLY HOMERUN TO WBC E825b 230 EMERGENCY START/ STOP; PUSH BUTTON & TWIST TO RESET GC GC GC GC UG - - 1 #14AWG/THHN/THWN SEE DRB INSTALL MANUAL CONDUIT TCS/ JBOX TC/ BUTTONS GC GC GC WALL CONNECT TO E845 CONTROLLER E825c 230 EMERGENCY START/ STOP; PUSH BUTTON & TWIST TO RESET GC GC GC GC UG - - 1 #14AWG/THHN/THWN SEE DRB INSTALL MANUAL CONDUIT TCS/ JBOX TC/ BUTTONS GC GC GC WALL CONNECT TO E845 CONTROLLER E825d 230 EMERGENCY START/ STOP; PUSH BUTTON & TWIST TO RESET GC GC GC GC UG - - 1 #14AWG/THHN/THWN SEE DRB INSTALL MANUAL CONDUIT TCS/ JBOX TC/ BUTTONS GC GC GC WALL CONNECT TO E845 CONTROLLER E826 230 ANTI-COLLISION LOOP; 2'-6" x 6'-0"- O GC GC UG - - 0 SEE NOTE 1 ---- GC GC GC PAVEMENT E830 230 PETIT SYSTEM CONTROLLER; 208VAC; 3PH; 20AMP; CAT-5E & THHN - O GC GC UG - - 0 #18AWG/THHN/THWN 13/11HOTS/1NEUTRAL/1GROUN D --- GC GC GC IN MCC DESIGNED BY VENDOR E840 230 WELDING OUTLET, 220VAC, 50AMP - GC GC GC UG - - 0 ---- LA/ JBOX GC - GC FRAMING E900 OTHER EQUIPMENT ITEM DESCRIPTION FURNISHED SET IN PLACE INSTALLED CONDUIT OH / UG POWER VOLTAGE (V) CONTROL WIRE SPECIFICATION POWER FEED FROM/FEEDS TO HARDWIRE WIRE DEVICE TO CONTROLLER PROVIDE CONDUIT(S) PROVIDE VALVES MOUNTING COMMENTS E901a RACK FOR SECURITY SERVER O O O - - - - - - - - SLAB E901b RACK FOR POINT OF SALE SERVER O O O - - - - - - - - SLAB E902 SECURITY SERVER; RECEPTACLE O O O UG 120VAC - - - - GC - RACK E903 CAMERA OR MARKETING WALL MONITORS; RECEPTACLE O O O UG 120VAC - - - - GC - WALL E904 MODEM / ROUTER; RECEPTACLE O O O UG 120VAC - - - - GC - RACK E905 PC; RECEPTACLE O O O UG 120VAC - - - - GC - COUNTER E906 MULTIFUNCTION PRINTER; RECEPTACLE O O O UG 120VAC - - -- GC - COUNTER E910 REFRIGERATOR; FULL; RECEPTACLE O O O UG 120VAC - - - - GC - WALL E911 MICROWAVE; ON COUNTER; RECEPTACLE O O O UG 120VAC - - -- GC - SHELF LOCATED ON MILLWORK SHELF E912 COFFEE MAKER RECEPTACLE O O O UG 120VAC - - - - GC - COUNTER E920 WORK BENCH 8' x 2.5'O O O OH - - - - - GC .5" CA BV SLAB BALL VALVE IS FOR OWNER PROVIDED HOSE REEL AT BENCH E930 WASHING MACHINE O O O UG 120VAC - - - - GC .75" CSW SLAB E940 CAMERA LOCATION; ALL POE SC SC SC OH 48VDC CAT 6A SEC SERVER/ CAMERA OC OC GC - VARIES SCHEDULE KEY B- BOBRICK ACCESSORY CATOLOGUE NUMBERS GC GENERAL CONTRACTOR O OWNER OC OWNERS CONSTRUCTION FORCES NA NOT APPLICABLE / R RECESSED APPLICATION V VARIES GREY COLOR INDICATES NOT APPLICABLE EXXX HAVE CUT SHEET(S) FOR THESE ITEMS DEFINITIONS FURNISHED SET IN PLACE INSTALLED HARDWIRE PROVIDE CONDUIT PROVIDE VALVES PLUMBING CONNECTION SUPPLIED TO SITE AT OWNERS OR GENERAL CONTRACTORS CHOSEN LOCATION MOVED FROM ANY LOCATION ON PROPERTY AND SET IN APPROPRIATE PLACE. THIS LOCATION SHALL BE CONFIRMED BY THE OWNER OR OWNER'S REPRESENTATIVE EQUIPMENT TO BE FASTENED, MOUNTED OR SECURED IN PLACE CONNECT CONDUCTORS FROM SOURCE TO EQUIPMENT; THIS INCLUDES BOTH POWER AND CONTROL CONDUCTORS EXTEND APPROPRIATE CONDUIT FROM SOURCE TO EQUIPMENT AND PROVIDE BOX AS NECESSARY. SEE SCHEDULE FOR ROUTING OVERHEAD OR UNDERGROUND RECESSED APPLICATION THIS INCLUDES VALVES AND ALL NECESSARY PLUMBING FITTINGS FOR COMPLETE, CODE COMPLIANT INSTALLATION. ALL CODE REQUIRED VALVES MAY NOT BE SHOWN. IT IS THE GENERAL CONTRACTORS PROVIDE PIPING AND FITTINGS REQUIRED AND MAKE FINAL CONNECTION TO EQUIPMENT FOR ALL WATER, SEWER, GAS, AND COMPRESSED AIR SYSTEMS E600 APPLICATORS ITEM DESCRIPTION FURNISHED SET IN PLACE INSTALLED CONDUIT OH / UG TUNNEL CONTROL FUNCTION CONTROL WIRE SIZE/ TYPE CONTROL WIRE QUANTITY/ TYPE CONTROL CONNECTION TYPE CONTROL FED FROM/ FEEDS TO POWER FEED FROM/FEEDS TO HARDWARE WIRE DEVICE TO CONTROLLER PROVIDE CONDUIT(S) PLUMBING IN MOUNTING BACKING COMMENTS E661 APPLICATOR; BUG SPRAY LOWER O O O - 0 --- - - - - - O E662 APPLICATOR; BUG SPRAY TOP O O O - 0 --- - - - - - O E663a APPLICATOR; PRESOAK PEDESTAL SET SIDE - BACK O O O - 0 --- - - - - - O E663b APPLICATOR; PRESOAK PEDESTAL SET FRONT - SIDE O O O - 0 --- - - - - - O E664a APPLICATOR; PRESOAK CTA SET 1 O O O - 0 --- - - - - - O E665 APPLICATOR; TOP BRUSH 1 WATER; MANIFOLD (PECO SUPPLIED)O O O - 0 --- - - - - - O E666 APPLICATOR; UNDERCARRIAGE BLAST MANIFOLD O O O - 0 --- - - - - - O E668 APPLICATOR; MUD BLASTER SET O O O - 0 --- - - - - - O E670 APPLICATOR; SIDE BRUSH 1 WATER; MANIFOLD (PECO SUPPLIED)O O O - 0 --- - - - - - O E671 APPLICATOR; RANBOW FOAM RAIN BAR O O O - 0 --- - - - - - O E672 APPLICATOR; TOP BRUSH 2 WATER; MANIFOLD (PECO SUPPLIED)O O O - 0 --- - - - - - O E673 APPLICATOR; CARNUBA WAX RAIN BAR O O O - 0 --- - - - - - O E674 APPLICATOR; WRAPS 1 WATER; MANIFOLDS (PECO SUPPLIED)O O O - 0 --- - - - - - O E675 APPLICATOR; SIDE BRUSH 2 WATER; MANIFOLD (PECO SUPPLIED)O O O - 0 --- - - - - - O E676 APPLICATOR; WRAPS 2 WATER; MANIFOLDS (PECO SUPPLIED)O O O - 0 --- - - - - - O E680 UNDERCARRIAGE RUST INHIBITOR O O O - 0 --- - - - - - O E681 APPLICATOR; ARCH; MEDIUM PRESSURE RINSE 1 O O O - 0 --- - - - - - O E682 APPLICATOR; ARCH; MEDIUM PRESSURE RINSE 2 O O O - 0 --- - - - - - O VAN SIDES E683 APPLICATOR; SURFACE PROTECTANT; RAIN BAR O O O - 0 --- - - - - - O E684 APPLICATOR; CLEAR COAT PROTECTANT; RAIN BAR O O O - 0 --- - - - - - O VAN SIDES E685 APPLICATOR; DRYING AGENT; ARCH O O O - 0 --- - - - - - O ARCH E686 APPLICATOR; REVERSE OSMOSIS; ARCH O O O - 0 --- - - - - - O ARCH E687 APPLICATOR; TIRE SHINE; MANIFOLD SET (PECO SUPPLIED)O O O - 0 --- - - - - - O ARCH PECO ARCH 18" WIDER; MODIFICATIONS BY SPOTLESS REQUIRED REVISIONS #DATE NOT F O R C O N S T R U C T I O N FE 1 1 2 2 34 4 5 5 AA BB CC DD 101 MANAGER 102 CONTROL 103 HALL 104 TOILET 105 CLEAN EQUIPMENT 109 WASH TUNNEL 107 ELECTRICAL 108 MAT WASH 106 EQUIPMENT E902 E001aE001bE002 E004 E930E030a E107 E301E302 E030d E030c ICLCPLA TAHA MSB E824 E107 E920E030b E020 E112 E401E402E410 E431E432 E303h E303g E303lE303p E303o E303k E303d E303e E303c E303b E303i E303mE303q E303n E303j E303f E303a E125 E126a E126b E122a E122b E121 E823b E823b E825a E822 E825bE825c E501 E420 E502 E201 UH-2 UH-1 10 44 16 E003c E003b E003d E030 TTB VFD1 VFD2 E823a TCMCC E830 E840 E662 E421 E601 E611 E635E636 E637 E003a E111 E110 E109 E403E404E405E406 E422 E634 E633 E632a E632b E686 E685 E646 E645 E681 E680 E661 E683 E684 E825d E631 E830 E666 E643 E642 E644 E682E647 E648 E649 E650 E651E652E653 E805 18' - 0" 6' - 8 " 14' - 6"7' - 10" 4' - 2" 1' - 0" 3' - 3" 14' - 5"6' - 10" 2' - 1" 2' - 5"2' - 8" 11" 3' - 0" 1' - 8" 1' - 8" 3' - 9" 1' - 6"30' - 4"3' - 0" 4' - 0" 4' - 0" 4' - 1" 3' - 11" 2' - 8" 5' - 11" 4' - 10" 5' - 5"9' - 8" 4' - 6" 6' - 2"2' - 7" 2' - 7" 6' - 0" 4' - 9" 4' - 6" 2' - 9" 7' - 6" 9' - 0" E663a E663b E664a E665 E668 E671 E123aE124a E124bE123b E670 E673 E675 E674E676 E802 E903 E801a E801b E904 E905 E804 E906 E907 E803 E908E910E911 E201a E108 E101 E103E102 STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A1.6d EQUIPMENT PLAN / MOTOR LIST AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 E100 - E300 MOTOR LIST ITEM DESCRIPTION HP VOLTAGE (V) PANEL TUNNEL CONTROL FUNCTION VFD IN MCC VFD WITH UNIT STARTER IN MCC STARTER WITH UNIT PROVIDE TWIST LOCK PLUG COMMENTS E101 PUMP HFX; HSW PUMP 1;7.5 480 HA 0 1 0 0 0 1 TRANSDUCER E102 PUMP HFX; HSW PUMP 2;7.5 480 HA 0 1 0 0 0 1 TRANSDUCER E104 PUMP; SUMP RECLAIM; MAIN SUPPLY 30 480 HA 0 1 0 0 0 0 FLOAT LOW-LEVEL SHUT-OFF; HIGH-TEMP SENSOR SHUT-OFF E105 PUMP; SUMP RECLAIM; AT NIGHT TRENCH FLUSH 3 480 HA 0 0 0 1 0 0 HYDROSONIC SENSOR LOW-LEVEL SHUT-OFF E106 PUMP; RECLAIM HIGH PRESSURE 30 480 MCC 1 1 0 0 0 1 - E107 PUMP; RECLAIM HIGH PRESSURE 30 480 MCC 1 1 0 0 0 1 - E108 PUMP; MUD BLAST 30 480 MCC 1 1 0 0 0 1 - E109 PUMP; RO PRODUCTION 3 480 HA 0 0 1 0 0 0 - E110 PUMP; RO DELIVERY 2 480 MCC 1 1 0 0 0 0 - E111 PUMP; RO REJECT RECOVERY 2 480 HA 0 0 1 0 0 1 - E112 PUMP; PRESSURE WASHER W/ WALL BRACKET 7.5 208 LA 0 0 0 0 1 0 STARTER IN UNIT E121 MOTOR, TOP BRUSH 1 480 MCC 1 1 0 0 0 0 HOMERUN VFD CABLE DIRECT FROM MOTOR TO MCC (NO SPLICING) E122a MOTOR, WRAPS 1 DS 1 480 MCC 1 1 0 0 0 0 - E122b MOTOR, WRAPS 1 PS 1 480 MCC 1 1 0 0 0 0 - E123a MOTOR, ROCKER 1 PS 1 480 MCC 1 1 0 0 0 0 - E123b MOTOR, ROCKER 1 DS 1 480 MCC 1 1 0 0 0 0 - E124a MOTOR, ROCKER 2 PS 1 480 MCC 1 1 0 0 0 0 - E124b MOTOR, ROCKER 2 DS 1 480 MCC 1 1 0 0 0 0 - E125 MOTOR, TOP BRUSH 2 1 480 MCC 1 1 0 0 0 0 - E126a MOTOR, WRAPS 2 DS 1 480 MCC 1 1 0 0 0 0 - E126b MOTOR, WRAPS 2 PS 1 480 MCC 1 1 0 0 0 0 - E127a MOTOR, TIRE SHINE DS 1 480 MCC 1 1 0 0 0 0 - E127b MOTOR, TIRE SHINE PS 1 480 MCC 1 1 0 0 0 0 - E130 MOTOR; SPEED DOOR & CONTROL BOX; EXIT 2 208 LA 1 0 1 0 0 0 - E201 PUMP, HYDRAULIC, CONVEYOR 10 480 MCC 1 0 0 1 0 0 24VAC LOW OIL SWITCH TO TC E301 AIR COMPRESSOR 1 10 480 HA 0 0 0 0 1 0 STARTER SUPPLIED BY VENDOR IN UNIT E302 AIR COMPRESSOR 2 10 480 HA 0 0 0 0 1 0 STARTER SUPPLIED BY VENDOR IN UNIT E303a BLOWER 1 15 480 MCC 1 0 0 1 0 0 AIR VALVE KIT E303b BLOWER 2 15 480 MCC 1 0 0 1 0 0 AIR VALVE KIT E303c BLOWER 3 15 480 MCC 1 0 0 1 0 0 AIR VALVE KIT E303d BLOWER 4 15 480 MCC 1 0 0 1 0 0 AIR VALVE KIT E303e BLOWER 5 15 480 MCC 1 0 0 1 0 0 AIR VALVE KIT E303f BLOWER 6 15 480 MCC 1 0 0 1 0 0 AIR VALVE KIT E303g BLOWER 7 15 480 MCC 1 0 0 1 0 0 AIR VALVE KIT E303h BLOWER 8 15 480 MCC 1 0 0 1 0 0 AIR VALVE KIT E303i BLOWER 9 15 480 MCC 1 0 0 1 0 0 AIR VALVE KIT E303j BLOWER 10 15 480 MCC 1 0 0 1 0 0 AIR VALVE KIT E303k BLOWER 11 15 480 MCC 1 0 0 1 0 0 AIR VALVE KIT E303l BLOWER 12 15 480 MCC 1 0 0 1 0 0 AIR VALVE KIT E303m BLOWER 13 15 480 MCC 1 0 0 1 0 0 AIR VALVE KIT E303n BLOWER 14 15 480 MCC 1 0 0 1 0 0 AIR VALVE KIT E303o BLOWER 15 15 480 MCC 1 0 0 1 0 0 AIR VALVE KIT E303p BLOWER 16 15 480 MCC 1 0 0 1 0 0 AIR VALVE KIT E303q BLOWER 17 15 480 MCC 1 0 0 1 0 0 AIR VALVE KIT E304 VAC PRODUCER 50 480 MDP 0 0 1 0 0 0 VFD 1 AT ELECTRICAL ROOM, DISCONNECT BY MOTOR E305 VAC PRODUCER 50 480 MDP 0 0 1 0 0 0 VFD 1 AT ELECTRICAL ROOM, DISCONNECT BY MOTOR 551.5 35 19 5 19 3 6 NORTH 0'4'2'8' GENERAL NOTES A. FOR EQUIPMENT AND ACCESSORY MOUNTING HEIGHTS, SEE SHEET A2.3. B. WALL-MOUNTED ACCESSORIES AND EQUIPMENT TO BE ATTACHED TO STUD FRAMING, BACKING AND / OR BLOCKING IN ACCORDANCE WITH THE EQUIPMENT SCHEDULE. WALL MOUNTED ITEMS AT CONCRETE WALLS DO NOT REQUIRE BACKING. C. COORDINATE SEQUENCING AND INSTALLATION OF EQUIPMENT POWER AND PLUMBING SYSTEMS WITH OWNER'S CONSTRUCTION FORCES. D. WHERE A SINGLE EQUIPMENT TAG IS USED TO REFERENCE A GROUP OF ITEMS THE "E" IS SOMETIMES OMITTED. E. PROVIDE ALL INDICATED CONDUITS AND VALVES FOR ALL EQUIPMENT INDICATED ON EQUIPMENT SCHEDULE TO BE "FUTURE" . 3/16" = 1'-0" EQUIPMENT PLAN REVISIONS #DATE NOT F O R C O N S T R U C T I O N 1' - 0" 1' - 0" 48" TYP TAPERED RIGID INSULATION - BEGIN INSULATION HERE AT 1/4" : 12" NOTE: ACTUAL DEPTH OF PRECAST ROOF IS NOT SHOWN ROOF DRAIN TAPERED RIGID INSULATION - BEGIN INSULATION HERE AT 1/4" : 12" ROOF OVERFLOW DRAIN SECTION 1/4" : 12" STRUCTURE SLOPE 1/4" : 12" TAPERED INSULATION SLOPE 1/4" : 12" TAPERED INSULATION SLOPESLOPED RD SECTION SECTION PLAN 1" INSULATION SUMP NOTE: WATER INLET AT THE OVERFLOW ROOF DRAIN IS TO BE 2" HIGHER THAN AT THE ROOF DRAIN ORD7/8"2 1 / 4 " 1 1 /2 " 4 3 /8 " 1" 1" 4" 1/2" 5" 6" 4" 1 1/4" 1/2"2 1 / 8 " 1" 3" 1 1/2" 3"1/2" CUSTOM J HIGH SIDE AND RAKE CUSTOM DRIP HIGH SIDE & RAKE ANGLE TRIM ALL SIDES MT-26 EAVE TRIM STANDARD LOW SIDE MT-61 GUTTER STANDARD LOW SIDE 1 1 2 2 3 3 4 4 5 5 AA BB CC DD 5' - 0 " 1 5 ' - 0 " 20 ' - 0 " 1/4" / 12" 1/4" / 12" 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " R1 22 14 26.13 03 41 13 12' - 0"12' - 0"93' - 0"20' - 0" 1 2 223 1/4" / 12"1/4" / 12"1/4" / 12" 1/4" / 12" 5 A1.7 4 A1.7A3 A3.3 3 A1.7 2 A1.7 2 A1.7 2 A1.7 07 61 13 07 62 00 07 62 00 07 42 14 *PF9 *PF9 *PF4 *PF1 1 1 1 1 1 1/4" / 12" 1 10 71 13.43 07 72 33 4 07 54 23 3 METAL GUTTER, MATCH ROOF COLOR STANDING SEAM METAL ROOF WITH ROOF UNDERLAYMENT INSIDE CLOSURE W/ 1" (25mm) ROLL TAPE SELANT (TOP & BOT) ROOF UNDERLAYMENT DRIP FLASHING SHEATHING, SEE STRUCT. ICE AND WATER SHIELD PRE-FINISHED METAL SOFFIT ANGLE METAL SOFFIT PANELS PRE-FINISHED METAL FASCIA PANEL SHEATHING, SEE STRUCT. ROOF UNDERLAYMENT ICE AND WATER SHIELD FASTENING CLEAT MAXIMA 2" ARCHITECTURAL RAKE TRIM LOW FIXED RAKE SUPPORT ANGLE 3/32" x 1" ROLL TAPE SEALANT (TOP AND SIDE OF ANGLE TRIM) ICE AND WATER SHIELD MAXIMA 2" PANEL OVER THERMAL SPACER & ROOF UNDERLAYMENT FIELD CUT PANEL AND TURN UP PANEL EDGE 2" (51mm) 43D POP RIVET (@ 1'-0" O.C. (305mm)) 3/32" x 1" ROLL TAPE SEALANT (TOP AND SIDE OF ANGLE TRIM) PRE-FINISHED METAL SOFFIT ANGLE METAL SOFFIT PANELS PRE-FINISHED METAL FASCIA PANEL INSIDE CLOSURE W/ 1" (25mm) ROLL TAPE SELANT (TOP & BOT) ICE AND WATER SHIELD FASTENING CLEAT SHEATHING, SEE STRUCT. HIGH-SIDE EVE TRIM AND CUSTOM J-TRIM ROOF UNDERLAYMENT ROOF UNDERLAYMENT PRE-FINISHED METAL SOFFIT ANGLE METAL SOFFIT PANELS PRE-FINISHED METAL FASCIA PANEL STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION JH 21005 BUILDING PERMIT - NFC A1.7 ROOF PLAN AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 GENERAL NOTES A. VERIFY EXISTING ROOF SLOPES FOR CONFORMANCE TO SLOPES INDICATED ON DRAWINGS. CERTIFY THAT ENTIRE ROOF IS MAINTAINING POSITIVE DRAINAGE B. CERTIFY THAT ALL DRAINAGE FROM ROOF IS AND WILL CONTINUE FUNCTIONING AND DRAINING WITHOUT WATER INTRUSION. C. PROVIDE DRAINAGE CRICKETS AT ALL MECHANICAL OR OTHER ROOF CURBS AS REQUIRED TO PROVIDE POSITIVE DRAINAGE, EVEN IF NOT INDICATED ON DRAWINGS D. PROVIDE GALVANIZED PRE-FINISHED (COLOR AS SELECTED BY OWNER) FLASHINGS, COUNTER-FLASHINGS, REGLETS, DRIP-EDGES, VENTS, AND COPINGS OF MINIMUM 22 GAUGE. E. PROVIDE MINIMUM #60 ASPHALT INFUSED ROOFING FELT BENEATH ALL NON-METAL ROOFING SYSTEMS. F. PROVIDE BITUMINOUS RUBBERIZED ASPHALT WATER-PROOF ICE/WATER SHIELD BENEATH ALL METAL ROOFING SYSTEMS. G. BASIS-OF-DESIGN MATERIALS: a. TPO ROOF MEMBRANE SYSTEM: MULE-HIDE, 60 MIL, FULLY-ADHERED, WHITE b. ROOF HATCH: BILCO, E-20, 36"x36", WITH LADDERUP SAFETY POST c. STANDING SEAM METAL ROOF: MBCI, BATTENLOK HS, 12", OR EQUAL, COATED ALUMINUM, MUST MATCH MP1 COIL COLOR, KYNAR 500 SHEET NOTES #:DESCRIPTION: 1 DRAINAGE CRICKET 2 AFTER HOLLOW CORE SLAB ERECTION, OWNER WILL INSTALL METAL TEES BETWEEN SECTIONS OF SLABS. COORDINATE SCHEDULE WITH OWNER FOR THOSE INSTALLATION ACTIVITES. 3 ROOFTOP MECHANICAL UNITS ARE NOT SHOWN. REFERENCE MECHANICAL PLANS. PROVIDE INSULATED CURBS AND TAPERED INSULATION CRICKETS AT ALL UNITS. 4 ROOF ACCESS HATCH W/ INSULATED CURB. COORDINATE LOCATION W/ PRECAST ROOF SLAB LAYOUT. KEYNOTES #:DESCRIPTION: 03 41 13 PRECAST CONCRETE HOLLOW CORE PLANKS 07 42 14 METAL SLAT CLADDING SYSTEM 07 54 23 THERMOPLASTIC-POLYOLEFIN (TPO) ROOFING, 60 MIL, WHITE 07 61 13 STANDING SEAM METAL ROOF 07 62 00 SHEET METAL FLASHING AND TRIM 07 72 33 ROOF HATCH, BASIS-OF-DESIGN IS BILCO E-20 OR APPROVED EQUAL 10 71 13.43 FIXED SUN SCREENS INTEGRAL WITH ALUMINUM STOREFRONT 22 14 26.13 ROOF DRAIN 1 : 10 ROOF DRAIN AND OVERFLOW DRAIN2 1 : 5 METAL ROOF FLASHING1 NORTH 0'8'4'16' 1/8" = 1'-0" ROOF PLAN 3" = 1'-0" LOWER FASCIA33" = 1'-0" RAKE FASCIA43" = 1'-0" UPPER FASCIA5 FINISH SCHEDULE MARK:DESCRIPTION: *PF1 PREFINISHED METAL, MBCI, SIGNATURE 200, 24GA MIN, CHARCOAL GRAY *PF4 PRE-FINISHED STANDING SEAM METAL ROOF, 24GA MIN, MATCH MP1, RED *PF9 PRE-FINISHED METAL, 24GA MIN, MATCH MP1, RED REVISIONS #DATE NOT F O R C O N S T R U C T I O N 1 1 2 2 3 3 4 4 5 5 1 A3.1 1 A3.1 3 A3.1 3 A3.1 2 A3.1 2 A3.1 AA BB CC DD 106 EQUIPMENT107 ELECTRICAL 108 MAT WASH 109 WASH TUNNEL 105 CLEAN EQUIPMENT 103 HALL 104 TOILET 102 CONTROL 101 MANAGER 4 A3.1 4 A3.1 10' - 6" 10' - 6" 10' - 6" 2 5 4 2 8 8 8 7 6 3 07 42 93 07 62 00 10 71 13.43 07 42 14 09 51 13 09 51 13 03 41 13 26 51 00 05 12 23 E644E645E646E647E648E649E650E651E652E653 E643 E642 *PF1 *PF9 *PF9 *PF7 4 A1.7 5 A1.7 3 A1.7 905 51 33 07 72 33 26 51 00 26 51 00 26 51 00 1 A1.1 12 24 13 12 24 13 9' - 0" UH-2 UH-1 1 2 2 6 1 1 1 1 1 6 5 5 5 5 5 5 5 26 51 00 26 51 00 26 51 00 26 51 0026 51 0026 51 00 STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION JH 21005 BUILDING PERMIT - NFC A1.8 REFLECTED CEILING PLAN AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 GENERAL NOTES A. REFER TO ROOM FINISH SCHEDULE ON SHEET A6.1 FOR CEILING DESIGNATIONS AND HEIGHTS. B. ALL CEILING MOUNTED ELECTRICAL AND MECHANICAL DEVICES TO BE AT CENTER OF CEILING PANEL AS DEFINED BY THE PANEL PATTERN. C. HVAC DIFFUSERS SHOWN FOR COORDINATION ONLY -SEE MECHANICAL HVAC PLANS FOR SIZES OF GRILLES, ETC. D. LIGHTING AND ELECTRICAL DEVICES SHOWN FOR COORDINATION ONLY - SEE ELECTRICAL PLANS FOR MORE INFORMATION ON LIGHTING. E. NOT ALL EXPOSED STRUCTURE IS ILLUSTRATED. F. SUSPENDED CEILINGS SHALL BE INSTALLED IN ACCORDANCE WITH 2015 IBC SECTION 808.1, ASTM C635, ASTM C636. G. ALL PENETRATIONS THROUGH HOLLOW CORE ROOF PLANKS REQUIRE WRITTEN ARCHITECT APPROVAL. H. NOT ALL CEILING AND ROOF PENETRATIONS ARE IDENTIFIED ON THIS PLAN. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. I. PROVIDE SEALANT AT ENTIRE PERIMETER AT CAR WASH TUNNEL WHERE PRECAST ROOF PANELS MEET CONCRETE WALL PANELS, TYPICAL. J. SEE ROOF PLAN FOR ALL ROOF DRAIN LOCATIONS. K. PROVIDE CORE HOLES FOR ALL BOILER VENTS AND AIR INTAKE PIPES, ROOF DRAINS AND OTHER HOLLOW CORE DECK PENETRATIONS THE PRECASTER IS NOT PROVIDING HOLES FOR. REVEAL IN CEILING PANEL WHERE APPLICABLE OS RCP LEGEND CEILING / WALL MOUNTED EXIT SIGN RETURN GRILLE SUPPLY DIFFUSERS OCCUPANCY SENSOR RECESSED CAN FIXTURE 2' x 2' RECESSED FIXTURE 8' LONG LED -SURFACE MOUNTED AT UNDERSIDE OF DECK EXHAUST FANS 2' x 4' RECESSED FIXTURE 3/16" = 1'-0" REFLECTED CEILING PLAN 0'4'2'8' NORTH SHEET NOTES # DESCRIPTION 1 BLOWER SUPPORT BEAM, SEE A2.4. 2 MANUALLY OPERATED OVERHEAD COILING DOOR AND HOOD FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. 3 BOILER VENTS AND AIR INTAKE PIPES. VENT AND AIR INTAKE PIPES AND ROOF TERMINATIONS ARE SUPPLIED AND INSTALLED BY CONTRACTOR. SEE MANUFACTURER'S LITERATURE FOR REQUIREMENTS. FIELD CORE HOLLOW CORE PANELS AFTER PLACEMENT OF EQUIPMENT TO ENSURE VENT PIPES ARE PLUMB WITH NO JOGS OR OFFSETS FROM UNIT THROUGH ROOF. 4 PROVIDE SEALANT AT ENTIRE PERIMETER OF TUNNEL WHERE HOLLOW CORE MEETS WALLS. SEALANT COLOR SHALL APPROXIMATE CONCRETE COLOR. 5 MECHANICAL ROOF PENETRATION. SEE MECHANICAL FOR SIZE OF OPENINGS. COORDINATE SIZE AND EXACT PLACEMENT WITH ALL TRADES. 6 ROOF AND OVERFLOW DRAIN LEADER PIPE DECK PENETRATION. 7 SUSPENDED GYPSUM BOARD CEILING. 8 SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM. 9 ROOF ACCESS HATCH LOCATION. COORDINATE LOCATION W/ PRECAST ROOF SLAB LAYOUT. KEYNOTES MARK:DESCRIPTION: 03 41 13 PRECAST CONCRETE HOLLOW CORE PLANKS 05 12 23 STRUCTURAL STEEL FOR BUILDINGS 05 51 33 METAL LADDER 07 42 14 METAL SLAT CLADDING SYSTEM 07 42 93 METAL SOFFIT PANEL 07 62 00 SHEET METAL FLASHING AND TRIM 07 72 33 ROOF HATCH, BASIS-OF-DESIGN IS BILCO E-20 OR APPROVED EQUAL 09 51 13 ACOUSTICAL PANEL CEILINGS 10 71 13.43 FIXED SUN SCREENS INTEGRAL WITH ALUMINUM STOREFRONT 12 24 13 ROLLER WINDOW SHADES 26 51 00 INTERIOR LIGHTING REVISIONS #DATE NOT F O R C O N S T R U C T I O N T/O FLOOR 100' -0" T/O PARAPET 1 117' -0" T/O PARAPET 2 119' -0" T/O Tower 123' -0" ABCD 07 42 13.1 03 41 00 03 41 00 03 41 00 OH109b 107 C8a C8 C8 C8 *MP1 07 62 00 10 71 13.43 07 42 14 07 62 00 03 41 00 *TP1 *MP2 *PF7 *PF1 *PF2 *TP2 07 62 00 07 61 13 *PF9 *PF4 *TP3 *TP4 *TP3 *TP1 10 14 33 *TP5 *TP1 *TP1 *TP1 R2 T/O FLOOR 100' -0" T/O PARAPET 1 117' -0" T/O PARAPET 2 119' -0" 1345 03 41 00 03 41 00 03 41 00*TP1 03 41 00 *TP2 C8a C8 C8 OH108 106a OH106 104 07 42 14 10 71 13.43 08 43 13 *PF9 *PF7 *PF6 *TP103 41 00102a S4 S5 03 41 00 07 62 00 *TP3 *TP1 *PF9 07 62 00 *PF2 C8 C8 C8 2 " / 1 2 " *TP2 *MP1 07 62 00*MP2 *TP3 *PF1 14' - 0" 10' - 0" 07 62 00 10 14 33 10 14 33 *TP5 *TP5 28' - 1" T/O FLOOR 100' -0" T/O PARAPET 1 117' -0" T/O PARAPET 2 119' -0" T/O Tower 123' -0" 1 2 4 5 C8 C8 *TP1 *TP3 S6S6S6S7 08 43 13 10 14 33 C8 *TP2 C8C8C8 *TP1 *TP1 *TP3 07 42 14 10 71 13.43 08 42 13 07 62 00 2" / 12" 07 62 00*PF1 *PF9 *PF6 *PF7 S1 102b *PF1 *PF6 *PF9 10 14 33 07 62 0010 14 33 S7 101' - 0" 108' - 0" 103' - 0" 128' - 1 1/4" T/O FLOOR 100' -0" T/O PARAPET 1 117' -0" A C D OH109a S3 S2 03 41 00 08 43 13 10 71 13.43 07 42 14 07 62 00 03 41 00 07 62 00 *PF1 *PF9 *PF7 *PF6 C8 C8 *TP1 *TP3 *TP3 *PF9 07 42 93 *PF1 10 14 33 STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION JH 21005 BUILDING PERMIT - NFC A2.1 EXTERIOR ELEVATIONS AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 KEYNOTES MARK:DESCRIPTION: 03 41 00 PRECAST CONCRETE WALL PANELS, TYPICAL. 07 42 13.1 ACM WALL PANEL, REYNOBOND, COLORWELD 500 07 42 14 METAL SLAT CLADDING SYSTEM 07 42 93 METAL SOFFIT PANEL 07 61 13 STANDING SEAM METAL ROOF 07 62 00 SHEET METAL FLASHING AND TRIM 08 42 13 ALUMINUM-FRAMED ENTRANCE 08 43 13 ALUMINUM-FRAMED STOREFRONT 10 14 33 SIGNAGE BY OTHERS REQUIRES SEPARATE PLAN REVIEW AND PERMIT 10 71 13.43 FIXED SUN SCREENS INTEGRAL WITH ALUMINUM STOREFRONT FINISH SCHEDULE MARK:DESCRIPTION: *MP1 ALUMINUM COMPOSITE METAL PANEL, ALPOLIC, 4MM, BTR RED #4-BTR-50 *MP2 TRIM AT ACM PANELS, COIL TO MATCH MP1, 24GA MIN *PF1 PREFINISHED METAL, MBCI, SIGNATURE 200, 24GA MIN, CHARCOAL GRAY *PF2 PREFINISHED METAL, MBCI, SIGNATURE 300, 24GA MIN, SLATE GRAY *PF4 PRE-FINISHED STANDING SEAM METAL ROOF, 24GA MIN, MATCH MP1, RED *PF6 PREFINISHED ALUMINUM STOREFRONT SYSTEM; CLEAR, ANNODIZED *PF7 PREFINISHED ALUMINUM FIXED SUN SCREEN; MATCH MP1, RED *PF9 PRE-FINISHED METAL, 24GA MIN, MATCH MP1, RED *TP1 BUILDING DARK GRAY PAINT COLOR: SPRAY APPLIED TEXTURE / PAINT - ACRYLIC TEXTURE COATING - BM OVERCOAT #CC-544; (2) COATS ACRYLIC TEXTURE COATING; (1) COAT EXTERIOR LATEX *TP2 BUILDING MEDIUM GRAY PAINT COLOR: SPRAY APPLIED TEXTURE / PAINT - ACRYLIC TEXTURE COATING - BM COBBLESTONE PATH #1606; (2) COATS ACRYLIC TEXTURE COATING; (1) COAT EXTERIOR LATEX *TP3 BUILDING RED PAINT COLOR: SPRAY APPLIED TEXTURE / PAINT - ACRYLIC TEXTURE COATING - COLOR TBD; (2) COATS ACRYLIC TEXTURE COATING; (1) COAT EXTERIOR LATEX *TP4 BUILDING WHITE: SPRAY APPLIED TEXTURE / PAINT - ACRYLIC TEXTURE COATING - COLOR TBD; (2) COATS ACRYLIC TEXTURE COATING; (1) COAT EXTERIOR LATEX *TP5 EXTERIOR STEEL CHARCOAL GRAY PAINT COLOR TO MATCH TP1; FACTORY PRIME STEEL AND APPLY WEATHERSKIN 5 YEAR EXTERIOR PAINTING SYSTEM WITH PRIME-, BASE-, AND TOPCOAT; GLOSS SHEEN GENERAL NOTES A. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. B. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION. C. ALL DIMENSIONS ARE TO COLUMN CENTERLINES OR TO FACE OF FRAMING, U.N.O. CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. D. ALL EXPOSED FOUNDATIONS AND FOOTINGS ARE TO BE PAINTED TO MATCH ADJACENT WALL FINISH OR COLOR AS SELECTED BY OWNER. PROVIDE NECESSARY SURFACE FILLER AS RECOMMENDED BY MANUFACTURER FOR PARTICULAR APPLICATION. E. PROVIDE 24 GUAGE PRE-FINISHED METAL FLASHING, DRIP EDGE, AND TRIM TO MATCH ROOFING COLOR, AS SELECTED BY OWNER. F. PROVIDE TEXTURED PAINT FINISH AT ALL EXTERIOR CONCRETE SURFACES INCLUDING FACES ONLY VISIBLE FROM THE ROOF. G. METAL SLAT CLADDING: BASIS-OF-DESIGN IS AWNEX HOLLYWOOD SUNSCREEN WALL PANELS. PROVIDE 1"x4" SLAT WITH 4" SPACE BETWEEN SLATS. PROVIDE STANDARD 2-COAT KYNAR FINISH COLOR MATCHED TO MP1. INSTALL SYSTEM AND ANCHORING PER MANUFACTURER'S PUBLISHED INSTRUCTIONS. H. SIGNAGE WHEN ILLUSTRATED IS FOR REFERENCE ONLY. SIGNAGE WILL BE SUBMITTED FOR REVIEW UNDER SEPARATE PERMIT AND MAY VARY FROM PRELIMINARY INFORMATION PROVIDED ON THIS DRAWING. 1/8" = 1'-0" WEST ELEVATION11/8" = 1'-0" SOUTH ELEVATION2 1/8" = 1'-0" NORTH ELEVATION31/8" = 1'-0" EAST ELEVATION4 0'8'4'16' REVISIONS #DATE NOT F O R C O N S T R U C T I O N FE F NOTES: 1.DIMENSIONS ARE FROM FINISHED WALL SURFACE AND FINISHED FLOOR. 2.ALL DIMENSIONS SHOWN ARE TO TOP OF OPERATING MECHANISM FOR EACH ACCESSORY. DIMENSION LINES WITH TWO DIMENSIONS INDICATE THE MINIMUM AND MAXIMUM DIMENSION. KEYNOTES: A. WATER CLOSET (W.C.) B. ADJACENT WALL C. SINK D. ELECTRICAL RECEPTACLE E. ELECTRICAL SWITCHES, THERMOSTATS, F.A. PULLS F. MINIMUM CLEARANCE G. KNEE / TOE SPACE H.DRINKING FOUNTAIN, DUAL I.FIRE ALARM J.FIRE EXTINGUISHER K.FLUSH CONTROL AT OPEN SIDE OF TOILET (NOT ADJACENT TO WALL) L.ADA LAVATORY PIPE BOOT. A K A F C L I E J D C L G H H G SPOUT OUTLET 5' - 0" MIN 4' - 8" MIN 16" - 18"1' - 3" MIN 2' - 1 0 " M A X 6' - 8 " 3' - 1 0 " 1' - 6 " U O N 4' - 6 " 27 " M I N 2' - 1 0 " M A X 38 " - 4 8 " 36 " M A X 1' - 3" MIN 5" MAX FORWARD APPROACH 3 1/2" MAX PARALLEL APPROACH SP O U T NOTES: 1. DIMENSIONS ARE FROM FINISHED WALL SURFACE AND FINISHED FLOOR. 2.ALL DIMENSIONS SHOWN ARE TO TOP OF OPERATING MECHANISM FOR EACH ACCESSORY. DIMENSION LINES WITH TWO DIMENSIONS INDICATE THE MINIMUM AND MAXIMUM DIMENSION. 3.REFER AND VERIFY WITH MANUFACTURER'S RECOMMENDED MOUNTING HEIGHTS. 4.NOT ALL ACCESSORIES ARE SHOWN IN MOUNTING SCHEDULE. 3' - 6 " PAPER TOWEL DISPENSER SOAP DISPENSER TOILET TISSUE DISPENSER SANITARY NAPKIN DISPOSAL SANITARY NEEDLE DISPOSAL SURFACE MOUNTED WASTE RECEPTACLE MIRROR A1 A2 A3 W.C. A4 A13 A5 A7 24"X36" UNLESS NOTED OTHERWISE 3' - 6 " 24" TO WALL 1- 1 / 2 " M I N . 14 " - 1 9 " 2' - 3 " 2' - 3 " 2' - 6 " REFLECTIVE SURFACE 3' - 4 " M A X GRAB BAR GRAB BARS A8 A10 A9 C.L. OF W.C. 2' - 0" MIN. MIN. 1' - 0" 33 " - 3 6 " 33 " - 3 6 " MAX 1' - 0" 3' - 6" MIN. 4' - 6" MIN. 39" - 41" 1' - 6 " M I N . 39 " - 4 1 " T/O FLOOR 100' -0" 4' - 0 " 09 30 13.1 09 21 16 A10 A9 A6 A4 A5 A12 T/O FLOOR 100' -0" A10 A9 09 30 13.1 09 21 16 26 51 00 1 A4 A3 A8 A6 T/O FLOOR 100' -0" A7 A8 4' - 6 " 26 51 00 09 21 16 09 30 13.1 1 A1 A2 A9 A3 T/O FLOOR 100' -0" 4' - 6 " 09 30 13.1 09 21 16 26 51 00 A12 A1 A5 A2 A7 T/O FLOOR 100' -0" WC 12 18 WC 24 36 BC1 25 36 BC2 25 39 2' - 6 " 1' - 8 " 2' - 1 0 " 12 36 61.16 22 42 16.16 BC2 25 39 WC 24 36 WC 24 36 E910 H2 H3 A2.3 4 104 TOILET 105 CLEAN EQUIPMENT 102 CONTROL 101 MANAGER 103 HALL A2.311 10 A2.3 3 2' - 1 " 4' - 3 " 2' - 1"3' - 11" 3' - 10"4' - 10"2' - 0" 8" 2 ' - 0 " 4 ' - 6 " 12 12 36 61.16 12 36 61.16 22 42 16.16 12 36 61.16 14' - 9" 3' - 8" A2.3 9 A2.3 2 1' - 6 " 3' - 0 " H4H5 105a 10 3 10 2 b 10 1 10 2 a 10 4 5' - 8 1 / 2 " 4 ' - 7 1 / 2 " 4 ' - 0 " 12 36 61.1612 36 61.16 12 36 61.16 12 36 61.1612 36 61.16 CT3 A2.5 CT2 A2.5 T/O FLOOR 100' -0" 3' - 0 " 12 36 61.16 09 65 13.1 103 GL-2GL-4 T/O FLOOR 100' -0" 10 " 2' - 1 0 " 3' - 1 1 / 2 " BC4 24 18 12 32 1609 65 13.1 12 36 61.1612 36 61.16 10" T/O FLOOR 100' -0" 12 36 61.1612 36 61.16 09 21 16 10 " 2' - 1 0 " 09 65 13.1 GL-2 101 12 36 61.16 T/O FLOOR 100' -0" 12 36 61.16 BC4 24 18 2' - 6 " 06 41 1809 65 13.1 3' - 6" P4 12 36 61.16 12 36 61.16 12 36 61.16 12 24 1312 24 13 3' - 8 " 2' - 1 0 " 12 32 16 ADA COUNTER 3' - 2"3' - 6" 09 65 13.1 1' - 1 " 1' - 1 " 6" 12 36 61.16 12 36 61.16 12 32 16 base ar m ar m Size of Turning Space ICC/ANSI FIG 304.3 Size of Clear Floor Space ICC/ANSI FIG 305.3 30 " 48" ø 5' - 0" 60 " 60" 24 " 3 6 " 12" 36" 12" A2.3 6 7 8 5 5' - 1 7 / 8 " 10' - 2 5/8" 4' - 0 " 2' - 6" ø 5' - 0 " 5' - 0 " 4' - 8" 54 ft² 104 TOILET A9 A1 0 A8 A7 A6 A1 A2 A4 A3 A5 A1 2 A11 STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A2.3 INTERIOR ELEVATIONS AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 GENERAL NOTES A. ABBREVIATIONS: F = FILE DRAWER WITH HANGING FILE SYSTEM B. ALL GYPSUM WALLS / SURFACES TO BE A LEVEL 4 GRADE FINISH. C. GYPSUM BOARD CONTROL JOINTS, ARE NOT SHOWN FOR CLARITY, ALL CONTROL JOINTS ARE TO BE EQUALLY SPACED WITHIN A ROOM/WALL/SPACE, CONFIRM ACCEPTABILITY OF LOCATION WITH ARCHITECT. D. ALL WALL-MOUNTED ELEMENTS ARE TO RECEIVE WALL BACKING, SEE WALL-BACKING DETAILS AND REQUIREMENTS. E. FIRE ALARM HORN-STROBE LOCATIONS ARE TO BE CONFIRMED AND ACCEPTABLE ARCHITECT, CONTRACTOR TO COORDINATE PLACEMENT WITH ARCHITECT F. PROVIDE WALL BASE AT ALL GYPSUM BOARD CLAD WALLS AND AT ALL CABINET TOE KICKS. THIS INCLUDES ALL WALLS EVEN IF NOT INDICATED ON ROOM FINISH SCHEDULE. G. PROVIDE 3" DEEP TOE KICK AT FRONT AND EXPOSED SIDES OF ALL CABINETS. H. FOR TYPICAL BARRIER FREE TOILET ROOM CLEARANCES SEE 3/A2.3a. I. FOR PLUMBING FIXTURE AND ACCESSORY MOUNTING HEIGHTS SEE A2.3a. J. FIELD VERIFY ALL DIMENSIONS BETWEEN WALLS FOR CABINETS. CABINET DIMENSIONS INDICATED DO NOT ACCOUNT FOR GYPSUM BOARD AND OTHER FINISHES. WHERE CABINET DIMENSION INCLUDE " ± " USE THAT CABINET TO ACCOMMODATE NECESSARY ADJUSTMENTS IN OVERALL WIDTH. K. ALL VERTICAL DIMENSIONS ARE FROM TOP OF FINISHED FLOORING. ADJUST DIMENSIONS IF CABINETS ARE INSTALLED PRIOR TO FLOORING UNDERLAYMENT. L. PROVIDE ADJUSTABLE MELAMINE SHELVES ONLY WHERE SHELVING IS CONCEALED BEHIND CABINET DOORS, QUANTITY AS SHOWN ON ELEVATIONS. M. REFER TO EQUIPMENT SCHEDULE FOR WALL-MOUNTED ACCESSORIES AND EQUIPMENT TO BE ATTACHED TO STUD FRAMING, BACKING AND / OR FRT BLOCKING. N. OUTLETS WHEN SHOWN ARE FOR COORDINATION ONLY, SEE ELECTRICAL O. COORDINATE LOCATIONS FOR GROMMETS AT WORK SURFACES WITH OWNER SUPPLIED COMPUTERS, EQUIPMENT, ETC. FOR BIDDING PURPOSES ASSUME AND PROVIDE 4 GROMMETS P. SCRIBE ALL CABINETS AND COUNTERTOPS TO WALL. PROVIDE CABINET FILLERS AT ALL LOCATIONS WHERE GAP EXISTS BETWEEN CABINET AND ADJACENT FINISH. MAXIMUM CABINET FILLER TO BE NO MORE THAN 2". Q. PROVIDE SEALANT AT ALL LOCATIONS WHERE CABINETS MEET ADJACENT SURFACES. R. FOR EQUIPMENT AND ACCESSORY TAG DESIGNATIONS SEE SCHEDULES ON A1.3 SERIES SHEETS. S. PROVIDE SOLID SURFACE SILLS AT ALL EXTERIOR WINDOWS EXCEPT AT TUNNEL. T. PROVIDE WINDOW SHADES AT ALL WINDOWS TO EXTERIOR AT MANAGER #101. DO NOT PROVIDE WINDOW SHADES AT ENTRANCE DOORS AND TRANSOM WINDOWS. LEGEND SYMBOL (2x SCALE)DESCRIPTION A1 *17 24 MILLWORK DETAIL REFERENCE -SEE A2.5 WIDTH OF CABINET OR DRAWER FACE IF NOT DIMENSIONED OVERALL DEPTH OF CABINET, COUNTERTOPS EXTEND PAST 25mm (1") * EQ = EQUALLY SIZED CABINET FACE PANELS WHERE INDICATED ACCESSORY SCHEDULE #DESCRIPTION MANUFACTURER / # A1 PAPER TOWEL DISPENSER BOBRICK B-72974 A2 SOAP DISPENSER BOBRICK B-2013 A3 TOILET TISSUE DISPENSER W/ SHELF BOBRICK B-2840 A4 SANITARY NAPKIN DISPOSAL BOBRICK B-270 A5 SURFACE MOUNTED WASTE RECEPTACLE BOBRICK B-277 A6 TOILET SEAT COVER DISPENSER SHARPS COMPLIANCE #10502 A7 MIRROR BOBRICK B-165 A8 HORIZONTAL GRAB BAR - 36" BOBRICK B-9806 x 36 A9 HORIZONTAL GRAB BAR - 42" BOBRICK B-9806 x 42 A10 VERTICAL GRAB BAR - 18" BOBRICK B-9806 x 18 A11 COAT HOOK BOBRICK B-6827 A12 HAND DRYER; ELECTRIC; HIGH-VELOCITY DYSON; V-POWER; 240VAC 3/8" = 1'-0" FIXTURE / DEVICE MOUNTING SCHEDULE SHEET NOTES #:DESCRIPTION: 1 PROVIDE SOLID FRT WOOD BACKING IN WALL FOR SUPPORT OF GRAB BARS KEYNOTES MARK:DESCRIPTION: 06 41 18 METAL KNEE BRACE, PREFINISHED BLACK 09 21 16 GYPSUM BOARD ASSEMBLIES 09 30 13.1 PORCELAIN WALL TILE, AMERICAN OLEAN, HORIZON, GREY JOLLY, HZ04, 6x16, HORIZONTAL 09 65 13.1 RESILIENT BASE AND ACCESSORIES, 4" HEIGHT 12 24 13 ROLLER WINDOW SHADES 12 32 16 MANUFACTURED PLASTIC-LAMINATE-CLAD CASEWORK 12 36 61.16 SOLID SURFACING COUNTERTOPS 22 42 16.16 UNDERCOUNTER MOUNTED SINK 26 51 00 INTERIOR LIGHTING 3/8" = 1'-0" ACCESSORY MOUNTING SCHEDULE 1/4" = 1'-0" TOILET NORTH8 1/4" = 1'-0" TOILET EAST7 1/4" = 1'-0" TOILET SOUTH6 1/4" = 1'-0" TOILET WEST5 1/4" = 1'-0" BREAK4 1/4" = 1'-0" ENLARGED OFFICE INTERIOR PLAN1 1/4" = 1'-0" CONTROL SOUTH12 1/4" = 1'-0" CONTROL EAST11 1/4" = 1'-0" CONTROL NORTH10 1/4" = 1'-0" MANAGER WEST3 1/4" = 1'-0" ACCESSIBLE COUNTER9 1/4" = 1'-0" TURNING AND CLEAR FLOOR SPACE 1/2" = 1'-0" TOILET DIMENSION PLAN2 REVISIONS #DATE NOT F O R C O N S T R U C T I O N S.S. PL 1/2"x12"x12" W/ (4) 1/2"Øx4" HCAs G.S. W12X19 S.S. PL 3/8"x3-1/2"x7-1/2" W/ (2) 3/4"Ø A325 BOLTS 3/16 1 1 / 4 " 3" 1 1 / 4 " 1 1/2" T/O FLOOR 100' -0" T/O FOOTING 97' -10" 2 3 4 5 109 WASH TUNNEL 10' - 2 15/16" CENTERLINE OF PLATES 10 ' - 1 1 7 / 8 " 3' - 1"4' - 0"4' - 0"4' - 0"4' - 0"2' - 7"8"2' - 7" T/O FLOOR 100' -0" T/O FOOTING 97' -10" 2345 109 WASH TUNNEL 10' - 2 15/16" CENTERLINE OF PLATES 11 ' - 0 " 2 2 3 3 4 4 5 5 CC DD 109 WASH TUNNEL 2' - 7"4' - 0"4' - 0"4' - 0"4' - 0"3' - 1"2' - 7" CENTERLINE OF BEAM / TUNNEL 20' - 0" 3' - 9" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 2' - 7" 8" 2' - 7" 3' - 10" 11" 5' - 1" STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A2.4 TUNNEL EQUIPMENT EMBED PLATE LOCATIONS AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 3" = 1'-0" BEAM TO EMBED PLATE4 GENERAL NOTES A. ALL EMBED PLATES AND HCA ANCHORS ON THIS SHEET ARE STAINLESS STEEL. B. ELEVATION TAGS AND DIMENSIONS ARE TO CENTER OF PLATE. C. ABBREVIATIONS: G.S. = GALVANIZED STEEL M.S. = MILD STEEL S.S. = STAINLESS STEEL SHEET NOTES 3/16" = 1'-0" EMBED PLATE LOCATIONS NORTH ELEVATION2 3/16" = 1'-0" EMBED PLATE LOCATIONS SOUTH ELEVATION1 3/16" = 1'-0" TUNNEL EQUIPMENT EMBED LOCATIONS3 NORTH 0'4'2'8' REVISIONS #DATE NOT F O R C O N S T R U C T I O N SPACER BAR OR OTHER COMPONENT TO KEEP PERIMETER COMPONENTS FROM SPREADING OUT. PERIMETER SUPPORT WIRE PER ASTM C636 6:1, +/-10 DEGREES MAXIMUM PERIMETER ATTACHMENT PER ASTM C636 STANDARD DUTY T-BAR GRID SYSTEM PERIMETER SUPPORT PERIMETER SUPPORTWALL ANGLE, TYP. SUSPENDED CEILING TO BE INSTALLED TO MANUFACTURER'S SPECIFICATIONS 1 1" HOLLOW CORE DECK DEEP LEG DEFLECTION TRACK METAL TRACK OR WOOD STUD INSULATION, SEE WALL ASSEMBLY 09 29 00.D1 05 41 0005 41 00 SEE REFLECTED CEILING PLAN 09 29 00.D1 2' - 0" OF S E L F - R I M M I N G S I N K 86 4 M A X . A B O V E F I N I S H E D F L O O R ME A S U R E D T O T O P STEEL BRACKET SOLID SURFACE BACKSPLASH SOLID SURFACFE WITH SUB-TOP SUPPORT AS RECOMMENDED BY MANUFACTURER/ WARRANTY DOOR PULL BASE AS SCHEDULED FOR ROOM 2' - 0" SOLID SURFACE BACKSPLASH SOLID SURFACFE WITH SUB-TOP SUPPORT AS RECOMMENDED BY MANUFACTURER/ WARRANTY DOOR PULL BASE AS SCHEDULED FOR ROOM STEEL BRACKET DRAWER SLIDES FULL EXTENTION DRAWER PULL SE E E L E V A T I O N S 2' - 0" SOLID SURFACE BACKSPLASH SOLID SURFACFE WITH SUB-TOP SUPPORT AS RECOMMENDED BY MANUFACTURER/ WARRANTY DOOR PULL BASE AS SCHEDULED FOR ROOM STEEL BRACKET DRAWER SLIDES FULL EXTENTION DRAWER PULL SE E E L E V A T I O N S 2' - 0" SOLID SURFACE BACKSPLASH SOLID SURFACFE WITH SUB-TOP SUPPORT AS RECOMMENDED BY MANUFACTURER/WARRANTY BASE AS SCHEDULED FOR ROOM STEEL BRACKET DRAWER SLIDES FULL EXTENTION SE E E L E V A T I O N S SE E E L E V A T I O N S BASE AS SCHEDULED FOR ROOM METAL KNEE BRACE, PREFINISHED BLACK STEEL BACKING PLATE SOLID SURFACE WITH SUB-TOP SUPPORT AS RECOMMENDED BY MANUFACTURER/ WARRANTY 2' - 1" SOLID SURFACE WITH SUB-TOP SUPPORT AS RECOMMENDED BY MANUFACTURER/ WARRANTY 9" 2' - 1" METAL KNEE BRACE, PREFINISHED BLACK REMOVABLE PANEL BASE AS SCHEDULED FOR ROOM STEEL BACKING PLATE APPLIED PANELS 13mm (1/2") ANODIZED ALUMINUM REVEAL BETWEEN PANELS, CONTINUE AROUND END PANELS OF MILLWORK NOTE: USE FRY REGLET DRYWALL REGLETS OR EQUAL AT REVEALS. USE REVEAL CHANNEL SCREED BETWEEN PANELS, F-REVEAL BETWEEN PANELS AND COUNTERTOPS AND X-MOLDING AT OUTSIDE CORNERS AND BOTTOM EDGE 2' - 4 1/2" METAL KNEE BRACE, PREFINISHED BLACK REMOVABLE PANEL BASE AS SCHEDULED FOR ROOM STEEL BACKING PLATE APPLIED PANELS 13mm (1/2") ANODIZED ALUMINUM REVEAL BETWEEN PANELS, CONTINUE AROUND END PANELS OF MILLWORK SOLID SURFACE WITH SUB-TOP SUPPORT AS RECOMMENDED BY MANUFACTURER/ WARRANTY 8" 2' - 10" SE E E L E V A T I O N S SE E E L E V A T I O N S SE E E L E V A T I O N S STEEL BACKING PLATE NOTCH ADJUSTABLE SHELVES TO ACCOMMODATE PLUG MOLD (2) LAYERS OF 19mm (3/4" ) PARTICLE BOARD AT FIXED SHELF MELAMINE ADJUSTABLE SHELVES BASE AS SCHEDULED FOR ROOM WIRE DOOR PULLS SEE ELEVATIONS SE E E L E V A T I O N S STEEL BACKING PLATE CABINET EXHAUST LOUVERS AT TOP AND BOTTOM OF DOORS BY MILLWORK CONTRACTOR WIRE DOOR PULLS BOTTOM OPEN TO FLOOR PROVIDE GAP FOR WIRING CABINET EXHAUST LOUVERS AT TOP AND BOTTOM OF DOORS BY MILLWORK CONTRACTOR 2" MIN. VARIES SEE ELEVATIONS 5/8" PLYWOOD BACK AS REQUIRED BY UTILITY PROVIDER SE E E L E V A T I O N S STEEL BACKING PLATE NOTCH ADJUSTABLE SHELVES TO ACCOMMODATE PLUG MOLD (2) LAYERS OF 19mm (3/4" ) PARTICLE BOARD AT FIXED SHELF MELAMINE ADJUSTABLE SHELVES WIRE DOOR PULLS BOTTOM OPEN TO FLOOR 610 MM MIN CLEAR DEPTH 1' - 0" SE E E L E V A T I O N S MELAMINE SHELVES, ADJUSTABLE DOOR PULL STEEL BACKING PLATE STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A2.5 INTERIOR DETAILS AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 3/4" = 1'-0" SUSPENDED ACCOUSTICAL PANEL CEILING, TYPICAL 3/4" = 1'-0" FULL HEIGHT WALL, TYPICAL 3/4" = 1'-0" GYP BD CEILING, TYPICAL 3/4" = 1'-0" BC1 - SINK CABINET 3/4" = 1'-0" BC2 - CABINET WITH TOP DRAWER 3/4" = 1'-0" BC3 - 2 DEEP DRAWERS AND TOP DRAWER 3/4" = 1'-0" BC4 - 2 DEEP DRAWERS 3/4" = 1'-0" CT1 - OPEN COUNTERTOP 3/4" = 1'-0" CT2 - MILLWORK WALL AND COUNTERTOP 3/4" = 1'-0" CT3 - MILLWORK WALL AND TWO TIER COUNTERTOP 3/4" = 1'-0" TC1 - TALL CABINET 3/4" = 1'-0" TC2 - TALL CABINET 3/4" = 1'-0" TC3 - TALL CABINET 3/4" = 1'-0" WC - WALL CABINET REVISIONS #DATE 1 5/4/22 NOT F O R C O N S T R U C T I O N T/O FLOOR 100' -0" T/O PARAPET 2 119' -0" T/O FOOTING 97' -10" 2 3 4 53 A3.1 4 A3.1 A3.2 6 A3.2 2 109 WASH TUNNEL R1 C8 C6 C6 C8 A2.4 2 3 A7.1 97.18 99.79 95.56 96.18 100.00 22 14 26.19 107.68 R.O.107.38 R.O.107.45 R.O. 3' - 0" R.O. 2' - 11" 7' - 1" 1' - 4" 7' - 5 1/2" 7' - 2 1/4" R.O. 6' - 1 1 1 / 8 " 6' - 11 1/8" 96.18 UNDERLAY LEVEL 113' -0" T/O FLOOR 100' -0" T/O PARAPET 1 117' -0" T/O FOOTING 97' -10" 1 43 A3.1 4 A3.1 107 ELECTRICAL 106 EQUIPMENT 105 CLEAN EQUIPMENT 103 HALL 102 CONTROL A3.2 4 A3.2 5 R1 P7 C8a C8 C8 10' - 6" P5 P709 51 13 108' - 0" 3 A7.1 22 14 26.19 A7.1 4 26 51 00 UNDERLAY LEVEL 113' -0" T/O FLOOR 100' -0" T/O PARAPET 1 117' -0" T/O PARAPET 2 119' -0" 1 A3.1 2 A3.1 A C D A3.2 4 A3.2 1 102 CONTROL 109 WASH TUNNELC8 F4F409 51 13 22 14 26.13 A1.7 2 R1 A1.2 3 1/4" / 12" 14' - 0" 10' - 6" 100.00 R2 A3.2 3 C8 C8 C8 R2 UNDERLAY LEVEL 113' -0" T/O FLOOR 100' -0" T/O PARAPET 1 117' -0" T/O PARAPET 2 119' -0" 1 A3.1 2 A3.1 B C D A3.2 5 A3.2 6A3.2 7 C8 C8 C8 C8a C8 A1.2 3 109 WASH TUNNEL 107 ELECTRICAL 108 MAT WASH R1 14' - 0" F5 1' - 0" P7 1/4" / 12" 1' - 0" CP8 UNDERLAY LEVEL 113' -0" STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A3.1 BUILDING SECTIONS AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 KEYNOTES MARK:DESCRIPTION: 09 51 13 ACOUSTICAL PANEL CEILINGS 22 14 26.13 ROOF DRAIN 22 14 26.19 PRESLOPED TRENCH DRAIN, ACO S200K WITH SLOTTED IRON 8" LOAD CLASS F GRATE (OR APPROVED EQUAL) 26 51 00 INTERIOR LIGHTING 3/16" = 1'-0" WASH TUNNEL SECTION1 3/16" = 1'-0" EQUIPMENT ROOM SECTION2 3/16" = 1'-0" CONTROL SECTION3 3/16" = 1'-0" ELECTRICAL & DRYING SECTION4 0'4'2'8' REVISIONS #DATE NOT F O R C O N S T R U C T I O N T/O FLOOR 100' -0" D R1 07 21 13 03 41 13 A3.3 B3 A5.1 C1 A5.1 C1 A1.7 4 07 54 23 07 62 00 07 42 93 07 61 13 10 14 33 08 12 13 *PF6 *PF9 *PF1 *PF4 19' - 0" UNDERLAY LEVEL 113' -0" T/O FLOOR 100' -0" T/O FOOTING 97' -10" 2 07 21 13 R1 03 41 13 A5.1 C1 A5.1 E4 A3.3 A3 07 54 23 A1.7 5 R22" / 12" 19' - 0" 10 14 33 10 14 33 22 14 26.19 07 62 00 07 61 13 07 42 93 *PF4 *PF9 *PF1 UNDERLAY LEVEL 113' -0" T/O FLOOR 100' -0" T/O PARAPET 1 117' -0" 1 03 31 00.2F4 A5.1 D3 A5.1 D1 09 21 16 05 41 00 09 51 13 ACT R1 07 21 13 03 41 13 A3.3 D3 A3.3 A1 07 54 23 07 42 14 10 71 13.43 C8 08 42 13*PF6 07 62 00*PF1 *PF9 *PF7 UNDERLAY LEVEL 113' -0" T/O FLOOR 100' -0" T/O PARAPET 1 117' -0" B 14' - 0" C8 *TP2 *TP2 07 42 13.1 03 41 00 03 41 00*TP1 A3.3 A3 A5.1 C1 A5.1 E4 07 54 23 07 21 13 07 54 23 03 31 00.2 C8a C8 03 41 13 R1 A3.3 A3 A3.3 B2 A3.3 C2 10' - 0" 03 41 00 UNDERLAY LEVEL 113' -0" T/O FLOOR 100' -0" T/O PARAPET 2 119' -0" 5 C8 R1 A5.1 C1 A5.1 E4 07 21 13 07 54 23 03 41 13 03 31 00.2 A3.3 B3 A3.3 A3 UNDERLAY LEVEL 113' -0" T/O FLOOR 100' -0" C 107 ELECTRICAL 109 WASH TUNNEL C8 R1 07 54 23 07 21 13 03 41 13 03 41 13 07 21 13 07 21 13 03 41 00 06 16 33 F5 1/4" / 12" A3.3 D3 UNDERLAY LEVEL 113' -0" T/O FLOOR 100' -0" C C8 F4 ACT R1 C8 R2 03 31 00.2 08 11 13 03 41 13 07 62 00 07 61 13 09 51 13 06 41 17 07 54 23 A1.7 4 A3.3 B3 A3.3 D3 A5.1 A3 A5.1 A1 *PF4 *PF9 *PF1 07 42 93 07 54 23 19' - 0" 17' - 0" UNDERLAY LEVEL 113' -0" STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A3.2 WALL SECTIONS AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 KEYNOTES MARK:DESCRIPTION: 03 31 00.2 130mm (5") CONCRETE SLAB, TROWEL FINISH 03 41 00 PRECAST CONCRETE WALL PANELS, TYPICAL. 03 41 13 PRECAST CONCRETE HOLLOW CORE PLANKS 05 41 00 STRUCTURAL METAL STUD FRAMING 06 16 33 5/8" EXTERIOR GRADE PLYWOOD SHEATHING 06 41 17 SOLID SURFACE COUNTERTOP, TYPICAL 07 21 13 BOARD INSULATION 07 42 13.1 ACM WALL PANEL, REYNOBOND, COLORWELD 500 07 42 14 METAL SLAT CLADDING SYSTEM 07 42 93 METAL SOFFIT PANEL 07 54 23 THERMOPLASTIC-POLYOLEFIN (TPO) ROOFING, 60 MIL, WHITE 07 61 13 STANDING SEAM METAL ROOF 07 62 00 SHEET METAL FLASHING AND TRIM 08 11 13 HOLLOW METAL DOOR AND FRAME AS SCHEDULED. PAINT. 08 12 13 HOLLOW METAL FRAME AS SCHEDULED. PAINT. 08 42 13 ALUMINUM-FRAMED ENTRANCE 09 21 16 GYPSUM BOARD ASSEMBLIES 09 51 13 ACOUSTICAL PANEL CEILINGS 10 14 33 SIGNAGE BY OTHERS REQUIRES SEPARATE PLAN REVIEW AND PERMIT 10 71 13.43 FIXED SUN SCREENS INTEGRAL WITH ALUMINUM STOREFRONT 22 14 26.19 PRESLOPED TRENCH DRAIN, ACO S200K WITH SLOTTED IRON 8" LOAD CLASS F GRATE (OR APPROVED EQUAL) FINISH SCHEDULE MARK:DESCRIPTION: *PF1 PREFINISHED METAL, MBCI, SIGNATURE 200, 24GA MIN, CHARCOAL GRAY *PF4 PRE-FINISHED STANDING SEAM METAL ROOF, 24GA MIN, MATCH MP1, RED *PF6 PREFINISHED ALUMINUM STOREFRONT SYSTEM; CLEAR, ANNODIZED *PF7 PREFINISHED ALUMINUM FIXED SUN SCREEN; MATCH MP1, RED *PF9 PRE-FINISHED METAL, 24GA MIN, MATCH MP1, RED *TP1 BUILDING DARK GRAY PAINT COLOR: SPRAY APPLIED TEXTURE / PAINT - ACRYLIC TEXTURE COATING - BM OVERCOAT #CC-544; (2) COATS ACRYLIC TEXTURE COATING; (1) COAT EXTERIOR LATEX *TP2 BUILDING MEDIUM GRAY PAINT COLOR: SPRAY APPLIED TEXTURE / PAINT - ACRYLIC TEXTURE COATING - BM COBBLESTONE PATH #1606; (2) COATS ACRYLIC TEXTURE COATING; (1) COAT EXTERIOR LATEX 1/2" = 1'-0" TUNNEL WALL11/2" = 1'-0" TUNNEL ENTRY21/2" = 1'-0" OFFICE WALL41/2" = 1'-0" EQUIP. RM WALL51/2" = 1'-0" TUNNEL EXIT61/2" = 1'-0" EQUIP. RM / TUNNEL7 1/2" = 1'-0" OFFICE / TUNNEL3 REVISIONS #DATE NOT F O R C O N S T R U C T I O N 1/2" PREFORMED JOINT FILLER EXTERIORINTERIOR CONCRETE SLAB, REF. STRUCTURAL. SEE A1.2 FOR ELEVATIONS & SLOPES CONCRETE APRON OR WALK PER SITE PLAN CONCRETE GRADE BEAM, REF. STRUCTURAL T.O. GRADE BEAM REF. STRUCTURAL PRECAST CONCRETE WALL SYSTEM, REF. STRUCTURAL CAP SHEET MEMBRANE MEMBRANE FLASHING TO WRAP FROM BASE TO TOP OF WALL AND DOWN FACE OF WALL A MINIMUM OF 102mm (4") METAL COPING CAP WITH CONTINUOUS HOLD-DOWN CLEATS 1/2" SHIM FASTENING CLEAT 4" 4" ROOF MEMBRANE FLASHING SET IN BONDING ADHESIVE AT PARAPET MANUFACTURER'S BATTEN WITH FASTENERS AT 305mm (12") OC MAXIMUM SEAM PER MANUFACTURER MEMBRANE FLASHING TO WRAP FROM BASE TO TOP OF WALL AND DOWN FACE OF WALL A MINIMUM OF 4" 4" 4" 07 62 00.1 07 62 00 05 41 00 REF. ELEVATION 1/2" SHIM MEMBRANE FLASHING TO WRAP FROM BASE TO TOP OF WALL AND DOWN FACE OF WALL A MINIMUM OF 4" 4" 4" 07 62 00.1 07 62 00 REF. ELEVATION 1/2" SHIM 07 42 13.2 03 41 00 1/2" PREFORMED JOINT FILLER EXTERIORINTERIOR CONCRETE SLAB, REF. STRUCTURAL. SEE A1.2 FOR ELEVATIONS & SLOPES CONCRETE GRADE BEAM, REF. STRUCTURAL PRECAST CONCRETE WALL SYSTEM, REF. STRUCTURAL CONCRETE APRON OR WALK PER SITE PLAN WEATHER-RESISTIVE BARRIER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING RAIN DRIP AT EXTERIOR OR AT WASH BAY 6" METAL RUNNER CHANNEL T.O. GRADE BEAM REF. STRUCTURAL 1/2" PREFORMED JOINT FILLER EXTERIORINTERIOR CONCRETE SLAB, REF. STRUCTURAL. SEE A1.2 FOR ELEVATIONS & SLOPES CONCRETE GRADE BEAM, REF. STRUCTURAL PRECAST CONCRETE WALL SYSTEM, REF. STRUCTURAL CONCRETE APRON OR WALK PER SITE PLAN RAIN DRIP AT EXTERIOR OR AT WASH BAY T.O. GRADE BEAM REF. STRUCTURAL 05 41 00 07 62 00 REF. ELEVATION 03 41 00 07 42 13.2 07 62 00 3" 07 62 00 3" 07 62 00 07 42 13.2 06 16 00.2 07 11 00 1" SEALANT W/ BACKER 03 41 00 REF. ELEVATION STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A3.3 EXTERIOR DETAILS AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 3" = 1'-0" WALL BASE - EXTERIOR CONC C8D3 3" = 1'-0" PARAPET COPING - EXTERIOR CONC C8A3 3" = 1'-0" MEMBRANE BASE TIE-INB3 3" = 1'-0" PARAPET COPING - EXTERIOR CONC C8aA2 3" = 1'-0" PARAPET COPING - EXTERIOR CONC C8bA1 3" = 1'-0" WALL BASE - EXTERIOR CONC C8aD2 3" = 1'-0" WALL BASE - EXTERIOR CONC C8bD1 3" = 1'-0" PANEL FURRING - BOTTOM - EXTERIOR CONC C8aC2 3" = 1'-0" PANEL FURRING - TOP - BELOW PARAPET C8aB2 REVISIONS #DATE NOT F O R C O N S T R U C T I O N 5 34 2 DIMENSIONS AND NOTES ARE TYPICAL AT EACH OF (2) LANES 1 LANE 2 LANE 1 20' - 0" CENTERLINE OF POS SYSTEM 9' - 0 " 4' - 0 " 9' - 0 " 3' - 6 " CENTERLINE OF POS ISLAND 6' - 0 " 1 ' - 6 " 2 ' - 0 " 2 ' - 0 " 1 ' - 6 " 6 ' - 0 " 1 ' - 6 " 1' - 6" 2' - 6" 5' - 0" 10' - 0" 2' - 6" 4' - 0"20' - 0" 3 A4.1 3 A4.1 5 8769 10 11 12 10 CENTERLINE OF POS SYSTEM 6" 1' - 6 " 9" 1 ' - 3 " 1' - 6 " 6 " 6" 1 ' - 6 " 1 ' - 6 " 6 " 6"1' - 6 " 2' - 0 " 9"2' - 0 " 1' - 6 " 3' - 3" 3' - 0" 3' - 0" 3' - 2" 2' - 10" 3' - 3" 3' - 0" 3' - 0" 3' - 2" 2' - 10" 32 39 13 DIMENSIONS AND NOTES ARE TYPICAL AT EACH OF (2) LANES 32 39 13 5 876912 T.O. POS ISLAND 100' -0" UNDERLAY LEVEL 113' -0" STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A4.1 POS ISLAND DETAILS AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 1/4" = 1'-0" POS HORIZONTAL CONTROL11/4" = 1'-0" POS EQUIPMENT LOCATION PLAN2 SHEET NOTES 1 6" Ø CONCRETE FILLED PIPE BOLLARD, PAINT WITH RUST INHIBITOR AND PROVIDE BOLLARD COVER. 2 CONCRETE ISLAND, TYPICAL. FORM AND FILL ISLAND WITH CONCRETE TO AN OVERALL DEPTH OF 12" MINIMUM. PROVIDE #3 BARS @ 12" O.C. EACH WAY AT TOP AND PROVIDE #3 CONTINUOUS AROUND THE BOTTOM PERIMETER. PROVIDE 3" MINIMUM COVERAGE. PROVIDE BROOM FINISH. 3 6" HIGH x 1" CHAMFER EDGE AT PERIMETER OF PAY ISLAND. 4 PREFORMED JOINT MATERIAL AND POLYEURETHANE SEALANT FS-TT-S-00227, TYPE II, NON SAG AND I-SELF LEVELING, CLASS A, ALL AROUND, TYPICAL. 5 PROVIDE DIVIDED PULL-BOX FOR ISLAND POWER AND CONTROLS CONDUCTORS. 6 DRB XPT - EXPRESS PAY TERMINAL. 7 DRB FASTPASS READER PEDESTAL. 8 DRB MAGNETIC GATE. 9 MENU SIGN LOCATION. 10 IN PAVEMENT SENSOR LOOP. DIVISION 16 TO SET LOOP IN LOCATION ILLUSTRATED AND SET ON CHAIRS SO THAT THE LOOP CONDUCTORS ARE 2" BELOW TOP OF PAVEMENT, TYPICAL. 11 IN PAVEMENT MERGE LOOP LEAD-IN WIRES, CONDUITS AND SENSING CONDUCTORS PROVIDED BY DIVISION 16 CONTRACTOR. REFER TO DRB LITERATURE FOR ADDITIONAL REQUIREMENTS AND LOOP SOURCING. ROUTE CONDUCTORS TO MAGNETIC GATE BASES AS ILLUSTRATED. 12 3" SLEEVE FOR BUG JUICE LINE. STUB UP AT TWO LOCATIONS AT ISLANDS. EXTEND LINE TO BUG JUICE PUMP E404 IN EQUIPMENT ROOM. GENERAL NOTES A. IN ADDITION TO THE ARCHITECTURAL AND ELECTRICAL DRAWINGS, INSTALL POS SYSTEM INFRASTRUCTURE IN ACCORDANCE WITH POINT-OF-SALE MANUFACTURER'S INSTALLATION LITERATURE (DRB TUNNEL SOLUTIONS). B. IT IS CONTRACTORS RESPONSIBILITY TO AQUIRE POINT-OF-SALE MANUFACTURER'S INSTALLATION LITERATURE AVAILABLE THROUGH OWNER. C. ALL ELECTRICAL WORK SHALL BE PERFORMED BY LICENSED ELECTRICIAN AND INSTALLED IN ACCORDANCE WITH LOCALLY ADOPTED CODES. D. IN ADDITION TO ROUTING OF ALL POWER AND CONTROLS CONDUCTORS THROUGH THE PULL BOX, ALSO ROUTE CONDUCTORS BETWEEN EQUIPMENT THROUGH PULL- BOX. 3/16" = 1'-0" POS ELEVATION3 NORTH 0'4'2'8' NORTH 0'4'2'8' KEYNOTES MARK:DESCRIPTION: 32 39 13 METAL BOLLARDS REVISIONS #DATE NOT F O R C O N S T R U C T I O N 3 A4.1 5 1 3 4 2 J J J CE N T E R L I N E O F PO S S Y S T E M J 2 3 J4J 5 1 3 A4.1 6 7 9 10 11 12 5 1 8 J J J J 7 10 6 9 5 1 8 J J J 12 J 11 CENTERLINE OF POS SYSTEM NOTE: PULL BOX IS ALSO USED TO CONNECT POWER AND CONTROLS CONDUITS AND CONDUCTORS BETWEEN POS ISLAND EQUIPMENT (NOT SHOWN) POWER CONTROLS CONDUIT FOR MAGNETIC GATE, XPT, AND MENU SIGN CONDUIT FOR MECHANICAL CIRCUITS CONDUIT FOR RECEPTICAL POWER AND LIGHTING 1" C FOR XPT CONTROL 1" C FOR BACKUP DIVIDER 13 14 STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A4.2 POS ISLAND POWER & SPECIAL SYSTEMS PLANS AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 1/4" = 1'-0" POS POWER PLAN11/4" = 1'-0" POS SPECIAL SYSTEMS PLAN2 GENERAL NOTES A. IN ADDITION TO THE ARCHITECTURAL AND ELECTRICAL DRAWINGS, INSTALL POS SYSTEM INFRASTRUCTURE IN ACCORDANCE WITH POINT-OF-SALE MANUFACTURER'S INSTALLATION LITERATURE (DRB TUNNEL SOLUTIONS). B. IT IS CONTRACTORS RESPONSIBILITY TO AQUIRE POINT-OF-SALE MANUFACTURER'S INSTALLATION LITERATURE AVAILABLE THROUGH OWNER. C. ALL ELECTRICAL WORK SHALL BE PERFORMED BY LICENSED ELECTRICIAN AND INSTALLED IN ACCORDANCE WITH LOCALLY ADOPTED CODES. D. IN ADDITION TO ROUTING OF ALL POWER AND CONTROLS CONDUCTORS THROUGH THE PULL BOX, ALSO ROUTE CONDUCTORS BETWEEN EQUIPMENT THROUGH PULL- BOX. 1 : 25 PULL BOX CONDUIT3 SHEET NOTES 8 CONDUIT AND CONNECTION FROM XPT TO FASTPASS RFID BY DIVISION 16 CONTRACTOR. CONNECT OWNER FURNISHED CA06050 PRE-TERMINATED CABLE TO 48V POWER SUPPLY AND CONTROL TERMINAL STRIP AT XPT. 9 CONTROL CONDUIT, CONDUCTORS AND CONNECTION FROM XPT TO MAGNETIC GATE BY DIVISION 16 CONTRACTOR. CONNECT CAT 6 CABLE. 10 CONDUIT AND CONTROL CONNECTION FROM MAGNETIC GATE TO GATE LOOP BY DIVISION 16 CONTRACTOR. CONDUCTORS ARE FURNISHED BY OWNER AND INSTALLED BY DIVISION 16 CONTRACTOR. OWNER FURNISHED ASSEMBLY TO BE LEAD-IN-SYSTEMS OR EQUAL PART IMSA 51-3/18 MANUFACTURED LOOP FOR DIRECT BURY INSTALL. LOOP LEAD IN WIRES ARE 16AWG TWISTED 6 TURNS PER FOOT FROM EDGE OF LOOP TO THE CONNECTIONS ON THE LOOP DETECTOR SOCKET INSIDE OF THE GATE. THE FURNISHED LOOP SENSING CONDUCTORS ARE TO BE STRANDED, TINNED COPPER WITH XLPE INSULATION RATED FOR 600V. 11 CONTROL CONNECTION FROM MAGNETIC GATE TO MERGE LOOP BY DIVISION 16 CONTRACTOR. CONDUIT AND CONDUCTORS ARE NOT PROVIDED BY OWNER. DIVISION 16 CONTRACTOR SHALL PROVIDE PVC CONDUIT AND LEAD-IN-SYSTEMS OR EQUAL PART IMSA 51-3/18 MANUFACTURED LOOP FOR DIRECT BURY INSTALL. LOOP LEAD IN WIRES ARE 16AWG TWISTED 6 TURNS PER FOOT FROM EDGE OF LOOP TO THE CONNECTIONS ON THE LOOP DETECTOR SOCKET INSIDE OF THE GATE. THE FURNISHED LOOP SENSING CONDUCTORS ARE TO BE STRANDED, TINNED COPPER WITH XLPE INSULATION RATED FOR 600V. 12 CONTROL CONNECTION FROM SIGN CONTROL STATION AT MANAGERS OFFICE TO FUTURE DIGITAL SIGN BY DIVISION 16 CONTRACTOR. PROVIDE CAT-6 CABLE ROUTED THROUGH ISLAND PULL-BOX. 13 (3) 1" POWER CONDUITS TO 120VAC PANEL. PROVIDE DEDICATED 20AMP BREAKER FOR EACH. 14 (2) 1" CONTROL CONDUITS TO DRB SERVER RACK HEAD END EQUIPMENT LOCATED IN MANAGER'S OFFICE. (1) IS SPARE. SHEET NOTES 1 PROVIDE CONDUIT AND CONDUCTORS BETWEEN ISLAND EQUIPMENT AND PULL-BOX. DIVISION 16 TO TERMINATE POWER AND CONTROLS CONDUCTORS TO THE EQUIPMENT. 2 POWER CONNECTION FROM PANEL TO DRB XPT (POS UNIT) BY DIVISION 16 CONTRACTOR. 120VAC, 8 AMP "COMPUTER GRADE POWER" WITH DEDICATED EARTH GROUND AND 20AMP DEDICATED CIRCUIT. USE 1" METAL CONDUIT FROM PANEL TO PULL-BOX. 3 POWER CONNECTION FROM PANEL TO DRB MAGNETIC GATE BY DIVISION 16 CONTRACTOR. 115VAC, 5AMP, PROVIDE 20 AMP DEDICATED CIRCUIT. USE 1" METAL CONDUIT FROM PANEL TO PULL-BOX. 4 POWER CONNECTION FROM PANEL TO DIGITAL SCREEN MENU BY DIVISION 16 CONTRACTOR. 100-240VAC, 6 AMP, PROVIDE 20AMP DEDICATED CIRCUIT. ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL. USE 1" METAL CONDUIT FROM PANEL TO PULL-BOX. 5 PULL-BOX, SEE DETAIL C5/A4.2. ROUTE ALL ISLAND POWER AND CONTROLS CONDUCTORS FROM BUILDING AND BETWEEN DRB AND OTHER POS ISLAND EQUIPMENT THROUGH BOX. DO NOT TERMINATE OR SPLICE AT BOX. DIVISION 16 CONTRACTOR TO EXTEND (3) 1" METAL POWER CONDUIT WITH DEDICATED 20AMP CIRCUITS TO NORTH DIVIDED HALF OF PULL BOX AND (2) 1" METAL CONTROLS CONDUITS AT SOUTH SIDE OF PULL BOX. 6 DIVISION 16 CONTRACTOR TO PROVIDE (3) 1" CONDUITS WITH (4) CAT6 CONDUCTORS EACH FOR CONNECTION TO ALARM SYSTEM, SITE WATCH SERVER, INTERCOM SYSTEM AND SECURITY CAMERA SYSTEM. EXTEND TO DRB HEAD END EQUIPMENT LOCATED IN MANAGER'S OFFICE. ROUTE CONDUIT AND CONDUCTORS THROUGH PULL-BOX. CONDUITS FROM PULL-BOX TO EQUIPMENT TO BE PROVIDED BY DIVISION 16 CONTRACTOR. 7 CONTROL CONNECTION TO EXTERNAL PROXIMITY LOOP BY DIVISION 16 CONTRACTOR. OWNER FURNISHED ASSEMBLY TO BE LEAD-IN-SYSTEMS OR EQUAL PART IMSA 51-3/18 MANUFACTURED LOOP FOR DIRECT BURY INSTALL. LOOP LEAD IN WIRES ARE 16AWG TWISTED 6 TURNS PER FOOT FROM EDGE OF LOOP TO THE CONNECTIONS ON THE LOOP DETECTOR SOCKET INSIDE OF THE XPT. THE FURNISHED LOOP SENSING CONDUCTORS ARE TO BE STRANDED, TINNED COPPER WITH XLPE INSULATION RATED FOR 600V. NORTH 0'4'2'8' NORTH 0'4'2'8' REVISIONS #DATE NOT F O R C O N S T R U C T I O N SEALANT AND BACKER ROD ALUMINUM STOREFRONT SYSTEM NOTE: SET FRAME WEEP IN THE OPPOSITE POSITION (INTERIOR) SO THAT WATER DOES NOT MIGRATE FROM TUNNEL TO EXTERIOR OF CAR WASH. GLAZING TO BE SET SO THAT 1ST SURFACE IS AT EXTERIOR. DO NOT BLOCK WEEP WITH SEALANT. TUNNEL EXTERIOR SEALANT AND BACKER ROD ALUMINUM STOREFRONT SYSTEM NOTE: SET FRAME WEEP IN THE OPPOSITE POSITION (INTERIOR) SO THAT WATER DOES NOT MIGRATE FROM TUNNEL TO EXTERIOR OF CAR WASH. GLAZING TO BE SET SO THAT 1ST SURFACE IS AT EXTERIOR. DO NOT BLOCK WEEP WITH SEALANT. TUNNEL EXTERIOR SEALANT AND BACKER ROD ALUMINUM STOREFRONT SYSTEM NOTE: SET FRAME WEEP IN THE OPPOSITE POSITION (INTERIOR) SO THAT WATER DOES NOT MIGRATE FROM TUNNEL TO EXTERIOR OF CAR WASH. GLAZING TO BE SET SO THAT 1ST SURFACE IS AT EXTERIOR. DO NOT BLOCK WEEP WITH SEALANT. TUNNEL EXTERIOR 3" 20 GA STAINLESS STEEL FLASHING WITH WITH HEMMED DRIP EDGE AT BOTH SIDES OF WALL NOTE: SEE SCHEDULE FOR GALVANNEALED DOOR & FRAME LOCATIONS SEALANT AND BACKER ROD RAIN DRIP AT EXTERIOR OR AT WASH BAY HOLLOW METAL FRAME NOTE: SEE SCHEDULE FOR GALVANNEALED DOOR & FRAME LOCATIONS SEALANT AND BACKER ROD HOLLOW METAL FRAME CONCRETE ANCHOR SIZE AND QUANTITY AS RECOMMENDED BY STEEL DOOR INSTITUTE SEALANT AND BACKER ROD RAIN DRIP AT EXTERIOR OR AT WASH BAY HOLLOW METAL FRAME CORNER METAL SEALANT NOTE: SEE SCHEDULE FOR GALVANNEALED DOOR & FRAME LOCATIONS NOTE: SEE SCHEDULE FOR GALVANNEALED DOOR & FRAME LOCATIONS SEALANT AND BACKER ROD HOLLOW METAL FRAME CONCRETE ANCHOR SIZE AND QUANTITY AS RECOMMENDED BY STEEL DOOR INSTITUTE CORNER METAL SEALANT BREAK METAL FACIA, SEE ELEVATIONS FOR COLOR FASTENING CLEAT METAL SIDING SEE A3.1b BUILDING SECTION FOR OH DOOR CONTINUATION OH DOOR CURTAIN & GUIDE ANGLES INTERIOR EXTERIOR BREAK METAL FACIA, SEE ELEVATIONS FOR COLOR BREAK METAL TRIM, SEE ELEVATIONS FOR COLOR FASTENING CLEAT WEATHER-RESISTIVE BARRIER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING 6" METAL RUNNER CHANNEL NOTE: DOOR ASSEMBLY GUIDE ANGLES TO EXTEND PAST OPENING THE SAME AMOUNT AT EACH SIDE OF OPENING. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. OH DOOR CURTAIN ANGLES INTERIOR EXTERIOR BREAK METAL FACIA, SEE ELEVATIONS FOR COLOR BREAK METAL TRIM, SEE ELEVATIONS FOR COLOR FASTENING CLEAT METAL SIDING WEATHER-RESISTIVE BARRIER R-15 BLANKET HEADER PER STRUCTURAL W/ INSULATION SEALANTSEALANT 1/2" HOLLOW METAL FRAME SEALANT AND BACKER ROD ALUMINUM STOREFRONT SYSTEM CORNER METAL SEALANT INTERIOR EXTERIOR BREAK METAL FACIA, SEE ELEVATIONS FOR COLOR FASTENING CLEAT METAL SIDING SEALANT AND BACKER ROD ALUMINUM STOREFRONT SYSTEM INTERIOR EXTERIOR 1"SOLID SURFACE 19mm (3/4") THICK WITH 25mm (1") THICK SQUARE EDGE SEALANT WALL, SEE PLAN BREAK METAL FLASHING WITH WITH HEMMED DRIP EDGE 3/ 4 " BREAK METAL FACIA, SEE ELEVATIONS FOR COLOR METAL SIDING 1/2" PREFORMED JOINT FILLER DOOR PANEL AS SCHEDULED GROUT SOLID THRESHOLD CAVITY DOOR HARDWARE AS SCHEDULED EXTERIORINTERIOR EDGE OF GRADE BEAM BLOCK- OUT BEYOND CONCRETE SLAB, REF. STRUCTURAL. SEE A1.2 FOR ELEVATIONS & SLOPES CONCRETE GRADE BEAM, REF. STRUCTURAL 1/2" PREFORMED JOINT FILLER OVERHEAD DOOR PANEL AS SCHEDULED CONCRETE WALL PANEL BEYOND EXTERIOR INTERIOR CONCRETE SLAB, REF. STRUCTURAL. SEE A1.2 FOR ELEVATIONS & SLOPES CONCRETE APRON PER SITE PLAN CONCRETE GRADE BEAM, REF. STRUCTURAL SEALANT AND BACKER ROD ALUMINUM STOREFRONT SYSTEMCORNER METAL SEALANT INTERIOR EXTERIOR BREAK METAL FACIA, SEE ELEVATIONS FOR COLOR FASTENING CLEAT METAL SIDING SEE A3.1b BUILDING SECTION FOR OH DOOR CONTINUATION OH DOOR CURTAIN & GUIDE ANGLES IN T E R I O R EX T E R I O R NOTE: DOOR ASSEMBLY GUIDE ANGLES TO EXTEND PAST OPENING THE SAME AMOUNT AT EACH SIDE OF OPENING. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. OH DOOR CURTAIN ANGLES INTERIOR EXTERIOR STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A5.1 DOOR AND WINDOW DETAILS AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 1 1/2" = 1'-0" AL CONC. HEAD TUNNELA11 1/2" = 1'-0" AL CONC. JAMB TUNNELA21 1/2" = 1'-0" AL CONC. SILL TUNNELA3 1 1/2" = 1'-0" HM CONC. HEADB11 1/2" = 1'-0" HM CONC. JAMBB21 1/2" = 1'-0" HM CONC. HEAD OFFICEB31 1/2" = 1'-0" HM CONC. JAMB OFFICEB4 1 1/2" = 1'-0" OH CONC. HEAD EXITC11 1/2" = 1'-0" OH CONC. JAMB EXITC2 1 1/2" = 1'-0" HM STUD INTERIOR HEAD/JAMBA4 1 1/2" = 1'-0" AL CONC. JAMB OFFICED21 1/2" = 1'-0" AL CONC. SILL OFFICED31 1/2" = 1'-0" TYPICAL HM/AL THRESHOLDD4 1 1/2" = 1'-0" TYPICAL OH THRESHOLDE4 1 1/2" = 1'-0" AL CONC. HEAD OFFICED1 1 1/2" = 1'-0" OH CONC. HEAD ENTRYC31 1/2" = 1'-0" OH CONC. JAMB ENTRYC4 REVISIONS #DATE NOT F O R C O N S T R U C T I O N GL-2 GL-2 F G FG SC H E D U L E SE E D O O R 1 3 4 2 OR 3 SCHEDULE SEE DOOR SCHEDULE SEE DOOR SCHEDULE SEE DOOR 36 " - 4 8 " TY P I C A L 6" 6" AREA OF REFUGE 4' - 0 " M I N 5' - 0 " M A X STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A6.1 DOOR AND FINISH SCHEDULES AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 1/4" = 1'-0" DOOR PANEL TYPES ROOM FINISH SCHEDULE ROOM #ROOM NAME FLOORS WALLS CEILING WIN D O W C O V E R I N G REMARKSMA T E R I A L FI N I S H BA S E NORTH EAST SOUTH WEST MA T E R I A L FI N I S H HE I G H T MA T E R I A L FI N I S H WA I N S C O T MA T E R I A L FI N I S H WA I N S C O T MA T E R I A L FI N I S H WA I N S C O T MA T E R I A L FI N I S H WA I N S C O T 101 MANAGER CS PC1 RB1 GB P1 - GB P1 - GB P1 - GB P1 - SAP1 FF 10' - 6" - 102 CONTROL CS PC1 RB1 GB P1 - GB P1 - GB P1 - GB P1 - SAP1 FF 10' - 6" - 103 HALL CS PC1 RB1 GB P1 - GB P1 - GB P1 - GB P1 - SAP1 FF 10' - 6" - 104 TOILET CS T2 T1 T1/GB P1 - T1/GB P1 - T1/GB P1 - T1/GB P1 - GSB P1 9' - 0" - 105 CLEAN EQUIPMENT CS PC1 RB1 PLY P3 - PLY P3 - PLY P3 - PLY P3 - CC - - 106 EQUIPMENT CS CC2 - CW - - PLY P3 - CW - - PLY P3 - CC - - 107 ELECTRICAL CS CC2 - PLY P3 - CW - - PLY P3 - PLY P3 - CC - - 108 MAT WASH CS CC2 - PLY PVC - CW - - PLY PVC - PLY PVC - CC - - PLYWOOD WITH EXTRUTECH LINER AT INTERIOR WALLS 109 WASH TUNNEL CS CC2 - CW CC1 - CW CC1 - CW CC1 - CW CC1 - CC - - CAULK ENTIRE PERIMTER OF TUNNEL CEILING TO WALL JOINT 110 WASH TUNNEL TRENCH CS CC2 - CW - - CW - - CW - - CW - - - - - WS1 WINDOW SHADES MECHOSHADE, 6000 SERIES, 3% OPEN, COLOR: TBD SEE SCHEDULE / ELEVATIONS T2 PORCELAIN FLOOR TILE AMERICAN OLEAN, INFUSION, GRAY FABRIC, IF55, 12x24 AT TOILET ROOM FLOOR T1 PORCELAIN WALL TILE AMERICAN OLEAN, HORIZON, GREY JOLLY, HZ04, 6x16, HORIZONTAL AT TOILET ROOM WALLS, PARTIAL HEIGHT, SEE ELEVATIONS ST1 WOOD DOOR STAIN MINWAX, WOOD FINISH, PENETRATING STAIN, CLASSIC GRAY 271, TWO COATS ALL WOOD DOORS SS1 SOLID SURFACE COUNTERTOPS WILSONART 9091ML, MIDNIGHT MELANGE ALL COUNTERTOPS AND ALL WINDOW SILLS AT OFFICE AREA SAP1 ACOUSTICAL CEILING PANEL ARMSTRONG, CORTEGA #769, SQUARE EDGE, IN 2x4 GRID - RB1 RUBBER BASE 1 JOHNSONITE, 4" TOPSET, 0.125" (3.17mm) THICK, COVED TOE, COLOR: #82 BLACK PEARL AT OFFICES, WORK ROOM AND BREAK AREAS PL1 PLASTIC LAMINATE 1 WILSONART 8200K-16, WHITE DRIFTWOOD ALL VERTICAL MILLWORK SURFACES EXCEPT AS NOTED PC1 POLISHED CONCRETE SCOFIELD, GRADE 1 - LIGHT SAND, CLASS 2 MEDIUM - 800 GRIT, APPLY FORMULA ONE LITHIUM DENS. MP & GUARD-W PROTECT CONCRETE SURFACE DURING OTHER TRADES CONSTRUCTION P4 SEVERE EXPOSURE PAINT BOD: MAX WAX PRODUCT PROVIDE AT ALL EMBED STEEL IN WASH TUNNEL WALLS. DO NOT PAINT STAINLESS STEEL PLATES. P3 PAINT SHERWIN-WILLIAMS, SEMI-GLOSS; WHITE SANDED PLYWOOD WALLS AT WORK ROOM & ELECTRICAL P2 HOLLOW METAL DOOR AND FRAME PAINT SHERWIN-WILLIAMS, SEMI-GLOSS, COLOR: 7674 PEPPERCORN ALL HOLLOW METAL DOORS & FRAMES; DO NOT PAINT STAINLESS STEEL P1 INTERIOR WALL FIELD PAINT SHERWIN-WILLIAMS, EGG SHELL, COLOR: 7649 SILVERPLATE ALL WALLS, UNLESS NOTED OTHERWISE EB1 VINYL EDGE BAND WILSONART 8200K-16, WHITE DRIFTWOOD USE AT ALL EDGE BANDS CC2 CONCRETE FLOOR SEALER CRETO: DPS - DEEP PENETRATING SEALER PENETRATING SEALER AT ALL EXPOSED SLABS CC1 CONCRETE WALL SEALER V-SEAL: V-SEAL 101 APPLIED AFTER POUR WITH SECONDARY PHASE II LITHIUM SILICATE WATER... PENETRATING SEALER AT INTERIOR OF CONCRETE WALLS AS INDICATED TYPE:DESCRIPTION:MANUFACTURER:NOTES: INTERIOR MATERIALS KEYPERIMETER SEAL PEMKO PK55 D 1 DOOR BOTTOM PEMKO 4131CRL A 1 WALL STOP ROCKWOOD 409 32D 1 ENTRANCE LOCK SARGENT 28-7G05-LL 26D 1 HW HINGES MCKINNEY T4A3386 - 4.5 X 4.5 X NRP 32D 3 GROUP 5 MANUFACTURER:PART #:FINISH:QUANITY: PERIMETER SEAL PEMKO PK55 D 1 CLOSER... SARGENT SR-351-CPSH-TB, WITH HO EN 1 DOOR BOTTOM PEMKO 4131CRL A 1 WALL STOP ROCKWOOD 409 32D 1 SERVICE STATION LOCK SARGENT 28-10G44-LL (10 LINE) 26D 1 HW HINGES MCKINNEY T4A3386 - 4.5 X 4.5 X NRP 32D 3 GROUP 4 MANUFACTURER:PART #:FINISH:QUANITY: ALL HARDWARE INCLUDING HINGES, CLASSROOM FUNCTION LEVER STYLE LOCK, CLOSER, THRESHOLD, DOOR SWEEP AND BRUSH WEATHERSWEEP TO BE SUPPLIED BY DOOR MANUFACTURER. IT IS ACCEPTABLE AS OPTION TO PROVIDE EXIT DEVICE IN LIEU OF INSIDE LATCH, BUT EXTERIOR LATCH MUST BE PROVIDED. NON-LATCHING PULL HANDLES ARE NOT ACCEPTABLE. GROUP 3 MANUFACTURER:PART #:FINISH:QUANITY: DOOR SWEEP PEMKO 345ANB A 1 WEATHER SEAL PEMKO PK55 D 1 CLOSER SARGENT SR-351-CPSH-TB, WITH HO EN 1 PASSAGE LATCH SARGENT 28-7U15-LL 26D 1 HW HINGES MCKINNEY T4A3386 - 4.5 X 4.5 X NRP 32D 3 GROUP 2 MANUFACTURER:PART #:FINISH:QUANITY: BRUSH WEATHERSTRIP PEMKO 45061CNB A 1 DOOR SWEEP PEMKO 345ANB A 1 WEATHER SEAL PEMKO PK55 D 1 CLOSER SARGENT SR-351-CPSH-TB, WITH HO EN 1 CLASSROOM LOCK SARGENT 28-7G37-LL 26D 1 HW HINGES MCKINNEY T4A3386 - 4.5 X 4.5 X NRP... 32D 3 GROUP 1B MANUFACTURER:PART #:FINISH:QUANITY: BRUSH WEATHERSTRIP PEMKO 45061CNB A 1 DOOR SWEEP PEMKO 345ANB A 1 WEATHER SEAL PEMKO PK55 D 1 THRESHOLD PEMKO 271A A 1 CLOSER SARGENT SR-351-CPSH-TB, WITH HO EN 1 CLASSROOM LOCK SARGENT 28-7G37-LL 26D 1 HW HINGES MCKINNEY T4A3386 - 4.5 X 4.5 X NRP 32D 3 GROUP 1A MANUFACTURER:PART #:FINISH:QUANITY: DOOR HARDWARE SCHEDULE GENERAL NOTES A. PROVIDE FRT SOLID WOOD BACKING IN FRAMED WALLS AT ALL WALL MOUNTED DOOR STOPS. B. ALL GLAZING IN DOORS AND ADJACENT LITES SHALL BE TEMPERED SAFETY GLAZING. C. PROVIDE NRFC RATED EXTERIOR STOREFRONT WINDOW AND ENTRANCE ASSEMBLIES FOR PERFORMANCE VALUES INDICATED IN SPECIFICATIONS. D. SEE A0.1 ENERGY CODE NOTES FOR DOOR, FRAME AND GLAZING ASSEMBLY U- VALUES. E. DOOR HARDWARE SHALL MEET THE REQUIREMENTS OF LOCAL CODES AND JURDICTIONAL REQUIREMNETS. HARDWARE SHALL NOT REQUIRE PINCHING, TIGHT GRASPING, OR TWISTING OF THE WRIST TO OPERATE. F. OVERHEAD DOOR: OVERALL SGI -2.12 OR BETTER G. VERIFY ALL DOOR HARDWARE KEYING & KEY GROUPINGS WITH OWNER PRIOR TO PROCUREMENT. a. GRAND MASTER KEY BETWEEN SITES b. MASTER KEY: ALL DOORS INCLUDING RESTROOMS c. KEY GROUP 1: ALL DOORS EXCEPT MANAGERS OFFICE AND RESTROOMS d. KEY GROUP 2: RESTROOMS ONLY e. KEY GROUP 3: MANAGER'S OFFICE ONLY ABBREVIATIONS A ANNEALED GLASS AL ALUMINUM CC1, CC2...CONCRETE SURFACE FINISH AND / OR CURING COMPOUND CS CONCRETE SLAB CW CONCRETE WALL EP1, EP2...EPOXY PAINT FF FACTORY FINISHED FG FROSTED GLASS GB 5/8" TYPE 'X' GYPSUM BOARD GSB 1/2" EXTERIOR GYPSUM SOFFIT BOARD GHM GALVANNEALED HOLLOW METAL FRAME HM HOLLOW METAL (WELDED FRAME) IGM INSULATED GALVANNEALED METAL DOOR / FRAME WITH TOP CAP SEAL IHM INSULATED HOLLOW METAL DOOR / FRAME ISS INSULATED HOLLOW STAINLESS STEEL DOOR / FRAME WITH TOP CAP SEAL IT 1" INSULATED TEMPERED SAFETY GLAZING O OVERHEAD DOOR P1, P2...PAINT PLY 7/16" PLYWOOD SANDED SMOOTH FOR PAINT FINISH S1, S2...SIGNAGE TYPE, SEE DETAIL THIS SHEET SAP1 SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM SS STAINLESS STEEL FRAME (SEAMLESS) VWP VINYL WALL PANELING VT1 LUXURY VINYL TILE FLOORING T TEMPERED SAFETY GLAZING T1, T2...TILE TC TILT CONCRETE WALLS OR HOLLOW CORE ROOF PANELS WD WOOD PANEL WITH LAMINATE FACE & EDGE, BOD LYNDEN LD3500-4-SCL-HDPL WS1 WINDOW SHADE NOTES - FINISHES 1 INSULATED HOLLOW METAL DOOR. SEE SCHEDULE FOR HOLLOW METAL AND GALVANNEALED "A" OR "ZF" COATED UNITS. WHERE GALVANNEALED UNITS ARE SPECIFIED, PROVIDE 0.6 OUNCES OF ZINC PER SQUARE FOOT (60 WEIGHT). 2 STOREFRONT ENTRANCE DOOR. PROVIDE WIDE STILE UNITS TO ACCOMMODATE MORTISE LOCK SYSTEMS. 3 WOOD SOLID CORE DOOR. CODE SIGNAGE PROVIDE BASIS-OF-DESIGN CODE COMPLIANT SIGNAGE WITH BRAILLE LETTERING FOR THE FOLLOWING ROOMS AS MANUFACTURED BY INPRO CORPORATION OR ARCHITECT APPROVED EQUAL: S1: TACTILE EXIT SIGNS: BLACK FACE, WHITE TEXT4”H X 8”W (S320QS-EX-0152) MOUNT ON WALL AT HINGE SIDE OF DOOR #107b. S2: UNISEX TOILET ROOM: BLACK FACE, WHITE TEXT 8”X 6”(S320QS-UH-0152) MOUNT ON WALL AT STRIKE SIDE OF DOORS #106, #112. S3: MECHANICAL ROOM: BLACK FACE, WHITE TEXT 4”H X 8”W (S320QS-MR-0152) MOUNT ON WALL AT STRIKE SIDE OF DOOR #110B. S4: ELECTRICAL ROOM: BLACK FACE, WHITE TEXT 4”H X 8”W (S320QS-ELE-0152) MOUNT ON WALL AT STRIKE SIDE OF DOOR #111. DOOR SCHEDULE DOOR NUMBER SIZE DOOR FRAME DETAILS FI R E R A T I N G HA R D W A R E G R O U P SI G N A G E REMARKSWI D T H HE I G H T TY P E TH I C K N E S S MA T E R I A L FI N I S H GL A Z I N G TY P E MA T E R I A L FI N I S H THRESHOLD: HE A D JA M B 101 3' - 0" 7' - 0" F 1 3/4" WD ST1 - S9 HM P2 A5.1/A4 A5.1/A4 -5 - WOOD DOOR, HOLLOW METAL FRAME 102a 3' - 0" 7' - 0" G 1 3/4" AL FF GL-1 S5 AL FF - - - 3 S1 ALUMINUM ENTRANCE DOOR AND STOREFRONT FRAME 102b 3' - 0" 7' - 0" G 1 3/4" AL FF GL-1 S1 AL FF - - - 3 S1 ALUMINUM ENTRANCE DOOR AND STOREFRONT FRAME 103 2' - 10" 7' - 0" F 1 3/4" SS FF - S6 HM SS A5.1/B1 A5.1/B2 -1B - STAINLESS STEEL DOOR, HOLLOW METAL SS FRAME 104 3' - 0" 7' - 0" F 1 3/4" IGM P2 - H1 HM TP5 A5.1/B3 A5.1/B4 - 4 S2 GALVANNEALED DOOR, HOLLOW METAL FRAME 105a 3' - 0" 7' - 0" F 1 3/4" WD ST1 - H1 HM P2 A5.1/A4 A5.1/A4 - 2 - WOOD DOOR, HOLLOW METAL FRAME 105b 3' - 0" 7' - 0" F 1 3/4" IHM P2 - H1 HM P2 A5.1/A4 A5.1/A4 - 2 - INSULATED HOLLOW METAL DOOR AND FRAME 106a 3' - 0" 7' - 0" F 1 3/4" IGM P2 - H1 HM TP5 A5.1/B1 A5.1/B2 - 1A S1, S3 GALVANNEALED DOOR, HOLLOW METAL FRAME 106b 3' - 0" 7' - 0" F 1 3/4" SS FF - H1 HM SS A5.1/B1 A5.1/B2 -1B - STAINLESS STEEL DOOR, HOLLOW METAL SS FRAME 107 3' - 0" 7' - 0" F 1 3/4" IGM P2 - H1 HM TP5 A5.1/B1 A5.1/B2 - 1A S1, S4 GALVANNEALED DOOR, HOLLOW METAL FRAME OH106 6' - 0" 8' - 0" O 2" - FF - - - FF A5.1/C1 A5.1/C2 - - - VINYL SPEED DOOR; OWNER FURNISHED, CONTRACTOR INSTALLED OH108 10' - 0" 8' - 0" O 2" - FF - - - FF A5.1/C1 A5.1/C2 - - - VINYL SPEED DOOR; OWNER FURNISHED, CONTRACTOR INSTALLED OH109a 12' - 0" 10' - 0" O 2" - FF - - - FF A5.1/C1 A5.1/C2 - - - MANUAL OPERATED OVERHEAD COILING DOOR; OWNER FURNISHED, CONTRACTOR INSTALLED OH109b 12' - 0" 10' - 0" O 2" - FF - - - FF A5.1/C1 A5.1/C2 - - - VINYL SPEED DOOR; OWNER FURNISHED, CONTRACTOR INSTALLED 1/4" = 1'-0" CODE SIGNAGE REVISIONS #DATE 1 5/4/22 1 NOT F O R C O N S T R U C T I O N 2" DOOR SIZE VARIES PER 2" DOOR SIZE VA R I E S P E R 2" 1 T/O FLOOR 100' -0" D1 A5.1 D2 A5.1 D2 A5.1 D4 A5.1 2" 2' - 8 " 2" 3' - 1 0 " 2" 3' - 0 " 8' - 0" 10 ' - 0 " 2" 4' - 6" 0" 3' - 2" 2" GL-1 GL-1 GL-1 102b GL-1 08 42 13 10 71 13.43 T/O FLOOR 100' -0" 7' - 0 " 3' - 0 " 2' - 6" D1 A5.1 D2 A5.1 D2 A5.1 D3 A5.1 GL-1 08 43 13 10 71 13.43 T/O FLOOR 100' -0" 7' - 0 " 3' - 0 " D1 A5.1 D2 A5.1 D2 A5.1 D3 A5.1 4' - 0" GL-1 08 43 13 10 71 13.43 T/O FLOOR 100' -0" 3' - 0 " 7 ' - 0 " 8' - 0" D3 A5.1 D1 A5.1 D2 A5.1 D2 A5.1 GL-1 10 ' - 0 " 08 43 13 10 71 13.43 GL-1 GL-1 GL-1 T/O FLOOR 100' -0" 10 ' - 0 " D1 A5.1 D2 A5.1 D2 A5.1 D4 A5.1 2" 2' - 2" 2" 3' - 0" 2" 2' - 2" 2" 8' - 0" 2" 6 ' - 1 0 " 2 " 2 ' - 8 " 2 " 102a GL-1 GL-1GL-1GL-1 GL-1 GL-1 08 42 13 10 71 13.43 T/O FLOOR 100' -0" B1 A5.1 B2 A5.1 B2 A5.1 B2 A5.1 GL-2 103 2' - 10" 4' - 1" 3' - 1 0 " 2" 3' - 0 " 08 11 13 T/O FLOOR 100' -0" B1 A5.1 B2 A5.1 B2 A5.1 B2 A5.1 4' - 2 " 3' - 0 " 7' - 5 1/2" GL-4 08 12 13 T/O FLOOR 100' -0" 4' - 2 " 3' - 0 " 4' - 0" GL-4 A4 A5.1 A4 A5.1 A4 A5.1 A4 A5.1 08 12 13 T/O FLOOR 100' -0" 2" 3' - 1 0 " 2" 3' - 0 " 2" 4' - 6" 2" 3' - 0" 2" 8' - 0" GL-2 101 A4 A5.1 A4 A5.1 A4 A5.1 A4 A5.1 7' - 2 " 08 11 13 T/O FLOOR 100' -0" A1 A5.1 A2 A5.1 A2 A5.1 A3 A5.1 1' - 0 " 7 ' - 0 " 5' - 0" GL-2 T/O FLOOR 100' -0" A3 A5.1 A1 A5.1 A2 A5.1A2 A5.1 GL-2GL-2 1' - 0 " 7 ' - 0 " 10' - 0" 2" 4' - 9" 2" 4' - 9" 2" STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A6.2 FRAME TYPES AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 1/4" = 1'-0" STOREFRONT FRAMES H1 1 : 50 HOLLOW METAL FRAMES GENERAL NOTES A. ALL GLAZING IN DOORS AND ADJACENT LITES AND WHERE OTHERWISE NOTED SHALL BE TEMPERED SAFETY GLAZING. B. PROVIDE NRFC RATED EXTERIOR STOREFRONT WINDOW AND ENTRANCE ASSEMBLIES FOR PERFORMANCE VALUES INDICATED. C. BASIS OF DESIGN STOREFRONT SYSTEM IS KAWNEER TRIFAB 451T. D. BASIS OF DESIGN ENTRANCE DOOR SYSTEM IS KAWNEER 350T. E. BASIS OF DESIGN SUNSHADE IS KAWNEER VERSOLEIL SUNSHADE OUTRIGGER SYSTEM WITH PLANAR STYLE BADES. F. ALL STOREFRONT DOORS AND ENTRANCE DOORS ARE CLEAR ANODIZED. G. PROVIDE STOREFRONT OR CURTAINWALL ASSEMBLIES EXCEEDING THE FOLLOWING ENERGY PERFORMANCE CHARACTERISTICS PER NECB: a. FIXED WINDOWS: OVERALL SGI -0.39 OR BETTER b. OPERABLE WINDOWS: OVERALL SGI -0.39 OR BETTER c. ENTRANCE DOORS SOLID: OVERALL SGI -0.35 OR BETTER H. AS-BUILT FRAME OPENINGS SHALL BE VERIFIED PRIOR TO SHOP DRAWINGS AND FRAME FABRICATION. SUBMIT RFI'S FOR DISCREPANCIES. I. FIRE-RATED GLAZING TO BE FIRELITE OR APPROVED EQUAL SET IN 60-MIN RATED HOLLOW METAL FRAME. J. GLAZING TYPES: SEE SPECIFICATIONS. ALL GLASS IS HEAT STRENGTHENED TEMPERED SAFETY. a. GL-1: LOW-E, GREY INSULATING GLASS UNIT b. GL-2: CLEAR, LOW REFLECTANCE INSULATING GLASS UNIT c. GL-3: CLEAR, 60-MIN FIRE RATED INSULATING GLASS UNIT (NOT USED) d. GL-4: SURVEILLANCE MIRROR GLASS SHEET NOTES 1 INSULATED HOLLOW METAL DOOR OR WOOD DOOR AS SCHEDULED. S1S2S3S4S5 H4H5 H3 H2 S6S7 KEYNOTES MARK:DESCRIPTION: 08 11 13 HOLLOW METAL DOOR AND FRAME AS SCHEDULED. PAINT. 08 12 13 HOLLOW METAL FRAME AS SCHEDULED. PAINT. 08 42 13 ALUMINUM-FRAMED ENTRANCE 08 43 13 ALUMINUM-FRAMED STOREFRONT 10 71 13.43 FIXED SUN SCREENS INTEGRAL WITH ALUMINUM STOREFRONT 0'4'2'8' REVISIONS #DATE NOT F O R C O N S T R U C T I O N T/O FLOOR 100' -0" E011E012 E013 E014 3 A7.1 4b 4a SAND / OIL INTERCEPTOR 3 THIRD SETTLING TANK 2 SECOND SETTLING TANK 1 FIRST SETTLING TANK 3" 1' - 4 " 2' - 0 " RW5 RW5 RW5 05 43 00 SL 3 SL 3 SL 3 05 43 00 C5 d C5 c C5 b C5 a E1 0 4 10 " 2' - 0 " 1' - 4 " 2' - 0 " 1' - 4 " 2' - 0 " 6 8 7 DIRECTION OF FLOW 91.20 IE 1' - 4 " 2' - 0 " E1 0 5 1 2 1 2 1 2 1 2 4 11 10 11 10 11 10 5 5 5 3 3 3 3 7 7 RW 2 RW 3 93.17 IE D2 93.26 IE D3 5' - 4 " 8' - 0 " 8" 8" 8" 92.50 IE 91.83 IE 91.00 IE 2" 8" 92.00 IE 1 A7.1 E014 E013 E012 E011 3 A7.1 1 2 3 4b 4a 4 GREASE INTERCEPTOR 1 2 3 5 11 10 3 THIRD SETTLING TANK 7 1 2 3 5 11 10 2 SECOND SETTLING TANK 1 2 5 3 1 FIRST SETTLING TANK RW5 RW5RW5 6 8 SL 3 SL 3 SL 3 E104 7 71110C5d C5c C5b C5a E105 DIRECTION OF FLOW RW 3 RW 2 D2 D3 T/O FLOOR 100' -0" T/O FOOTING 97' -10" B C D 95.56 B.T. 94.00 BP TRASH PIT CONVEYOR TRENCH 106 EQUIPMENT 109 WASH TUNNEL RW 5 05 53 00 05 53 00 1FIRST SETTLING TANK A7.1 4 A1.2 3 95.52 IE 1/4" / 12" 95.35 IE 8" D2 8" D2 SL 3 10" D1 1/4" / 12" 93.96 IE 93.26 IE93.17 IE 1 A7.1 94.75 TT 87.83 BT T/O FLOOR 100' -0" 94.91 IE 96.30 IE 05 53 00 05 53 00 95.95 TG 03 15 13 10" INLET FROM TRENCH 8" OUTLET TO RECLAIM TANK 94.95 BP A1.2 4 A1.2 4 A1.2 6 A1.2 6 05 53 00.1 05 53 00.1 STAMP: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2022 SPOTLESS WASH SOLUTIONS USA INC. CHECKED: DATE: JOB NUMBER: ISSUED FOR: SHEET NUMBER: SP O T L E S S W A S H S O L U T I O N S PO B O X 5 4 5 6 TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 DRAWN: BI N D I N G 02/15/2022 PERMIT REVIEW SET NOT FOR CONSTRUCTION 21005 BUILDING PERMIT - NFC A7.1 RECLAIM SYSTEM DETAILS AS NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 8 5/4/22 SHEET NOTES 1 24" CONTINUOUS PRECAST MANHOLE, LID AND FRAME, TYPICAL. 2 30" CONTINUOUS PRECAST MANHOLE, LID AND FRAME, TYPICAL. 3 FIXED LADDER PROVIDED BY TANK MANUFACTURER, TYPICAL. FIRST LADDER RUNG SHALL BEGIN NO MORE THAN 12" ABOVE BOTTOM OF TANK AND EXTEND UP INTO TANK GOOSENECK WITH THE HIGHEST LADDER RUNG NO MORE THAN 12" BELOW MANHOLE RIM ELEVATION. 4 PROVIDE PIPING AT INTERIOR AND EXTERIOR OF GREASE INTERCEPTOR TO MEET LOCALLY ADOPTED CODES AND STANDARDS. SUBMIT RFI IF DESIGN DOES NOT CONFORM TO LOCAL JURISDICTIONAL REQUIREMENTS. CONTRACTOR SHALL REVIEW REQUIREMENTS WITH PLUMBING INSPECTOR PRIOR TO FABRICATION. 5 ALL PIPES TO TANKS AND BETWEEN TANKS ARE 8" SCH40 PVC UNLESS INDICATED OTHERWISE. 6 8" SCH40 PVC WITH CAST IRON GCO - GRADE CLEAN-OUT. COVER TO BE INSCRIBED "SANITARY SEWER CLEANOUT". 7 EXTEND PIPE DOWN WALL TO HEIGHT INDICATED AND ATTACH WITH P1000-ST 316 STAINLESS STEEL UNISTRUT PARALLEL TO PIPE WITH SS CUSH-A-CLAMP CONNECTOS. ANCHOR UNISTRUT TO TANK WITH SS WEDGE ANCHORS AT 12" O.C. 8 3" SCH-40 PVC VENT TO EXTEND TO INSIDE STUD WALL CAVITY AND VTR WITH TERMINATION. ROUTING PER GC. 10 1 1/2" SCH80 PVC AT LID FOR AIR, SECURE TO WALL TO 3' ABOVE BOTTOM OF TANK WITH SS UNISTRUT, SEE SHEET A1.2 FOR TERMINATION AT BUILDING. 11 1" SCH80 PVC AT LID FOR OZONE, SECURE TO WALL TO 3' ABOVE BOTTOM OF TANK WITH SS UNISTRUT. GENERAL NOTES A. TANKS: STRUCTURAL ENGINEERING DESIGN OF TANKS IS RESPONSIBILITY OF THE CONTRACTOR. PROVIDE STAMPED AND SEALED SHOP DRAWING SUBMITTAL FOR ARCHITECT'S REVIEW. DESIGN SHALL ASSUME VEHICLE LIVE LOAD FOR (HL-93 DESIGN TRUCK) = 32 KIP (SINGLE AXLE). B. THE CIVIL ENGINEER WILL PROVIDE MANHOLE RIM ELEVATIONS. IT IS CONTRACTOR'S RESPONSIBILITY TO REQUEST / VERIFY RIM ELEVATIONS WITH CIVIL ENGINEER. C. TANKS: IF TANKS ARE MANUFACTURED WITH MULTIPLE SECTIONS, PROVIDE (2) CONTINUOUS VOLCLAY WATER STOP STRIPS OR WATERPROOFING MEASURE RECOMMENDED BY TANK MANUFACTURER AT EACH JOINT. D. TANKS: MODIFY MANUFACTURER'S STANDARD PRECAST TANK SPECIFICATIONS TO MATCH REQUIREMENTS INDICATED. E. TANKS: ALL HOLES FOR INLET / OUTLET PIPES SHALL BE CORE DRILLED. PROVIDE A WATER TIGHT SEAL (KOR-N-SEAL I OR LINK-SEAL CONNECTORS). GROUTED CONNECTIONS ARE NOT PERMITTED. F. TANKS: TANK WATERTIGHTNESS IS RESPONSIBILITY OF THE CONTRACTOR. FILL TANKS AND TEST WATERTIGHTNESS PRIOR TO BACKFILLING. G. MANHOLE COVERS AND FRAMES: PROVIDE RECESSED FLUSH HEAVY DUTY TRAFFIC RATED ASTM A48 FIBERGLASS BOLT DOWN MANHOLE COVER. PROVIDE 32mm (1-1/4") MINIMUM LETTERS INDICATING "RECLAIM". LABELING AT MANHOLE COVERS WITH LADDERS TO READ "LADDER". H. MANHOLE: PRECAST MANHOLE TO EXTEND FROM TOP OF TANK TO UNDERSIDE OF MANHOLE LID. SET LID PER MANUFACTURER'S INSTRUCTIONS. I. TANKS: IT IS CONTRACTOR'S RESPONSIBILITY TO REQUEST / VERIFY RIM ELEVATIONS WITH GRADING PLAN DESIGNER WHEN NOT ILLUSTRATED ON GRADING PLAN. J. TANKS: SEE EQUIPMENT SCHEDULE FOR TANK RESPONSIBILITY MATRIX. K. PIPING: ALL PIPING TO TANKS, BETWEEN TANKS, INSIDE OF TANKS AND BACK TO BUILDING IS RESPONSIBILITY OF THE CONTRACTOR. TERMINATE PIPING A MINIMUM OF 203mm (8") PAST INSIDE OF TANK. A SINGLE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PIPING INCLUDING WHERE THE PIPES STUB UP INSIDE THE BUILDING AT THE EQUIPMENT ROOM. L. PIPING: ALL PIPES TO, BETWEEN AND INSIDE OF TANKS ARE 300mm (12") SCH40 PVC UNLESS INDICATED OTHERWISE. TERMINATE PVC PIPING A MINIMUM OF 200mm (8") PAST INSIDE FACE OF TANK WALL. M. PROTECT EXISTING AND NEW TANKS AND PIPING DURING CONSTRUCTION ACTIVITIES. IT IS RESPONSIBILITY OF CONTRACTOR FOR CONSTRUCTION DAMAGE TO EXISTING AND NEW TANK ASSEMBLIES AND PIPING. N. LADDERS: EXTEND FROM BOTTOM OF TANK TO TOP OF MANHOLE LID. MAXIMUM RISER FROM TANK BOTTOM TO GRADE AT LID TO BE 305mm (12"). USE BASIS-OF-DESIGN LADDER OR MANUFACTURED STEP PER LANE POLYPROPYLENE P-10938 OR EQUAL. O. INSTALL XYPEX WATERPROOFING AT CONCRETE TANK WALLS, TRASH PIT WALLS, PUMP PIT WALLS, CONVEYOR TRENCH WALLS. P. ABBREVIATIONS: a. BP = BOTTOM OF PIT b. BT = BOTTOM OF TRENCH c. IE = INVERT ELEVATION AT PIPE d. TG = TOP OF GRATING RECLAIM PIPE SCHEDULE #DESCRIPTION RW1 6" SCH80 PVC RECLAIM WATER HEADER PIPING FROM FILTER TO PUMPS AND TRENCH FLUSH RW2 6" SCH80 PVC RECLAIM WATER FROM SUMP PUMP TO FILTER RW3 4" SCH80 PVC RECLAIM WATER FROM NIGHT TIME SUMP PUMP. STUB UP AT EQUIPMENT ROOM AND CONNECT TO VERTICAL LEG OF RW4 PUMBING WITH WYE FITTING ARRANGED FOR DOWNWARD FLOW AT 12" ABOVE SLAB RW4 6" SCH40 PVC RECLAIM WATER TRENCH FLUSH PIPE ASSEMBLY. PROVIDE CONSTANT DOWNWARD SLOPE EACH DIRECTION FROM WYE FITTING AS ILLUSTRATED TO SIDEWALL OF TRENCH. PIPE INVERT AT TRENCH TO BE 3" ABOVE GUTTER FLOOR OF TRENCH TO ACCOMMODATE WATERSTOP ASSEMBLIES. RW5 8" SCH40 PVC RECLAIM WATER SANITARY TEE BETWEEN TANKS. PIPE INVERT AT EACH TANK TO BE SAME ELEVATION AS INLET PIPE RW1 RECLAIM CONDUIT SCHEDULE #DESCRIPTION C5a CONDUIT TO MCC FOR SUMP PUMP VFD CABLES. SEE SHEET A1.2b FOR CONDUIT RUNS AND STUB-UP LOCATIONS C5b CONDUIT TO MCC FOR SUMP PUMP VFD CABLES. SEE SHEET A1.2b FOR CONDUIT RUNS AND STUB-UP LOCATIONS C5c 1" PVC CONDUIT TO TC FOR FLOAT CONDUCTORS C5d 1" PVC CONDUIT TO TC FOR HEAT SENSOR CONDUCTORS 1/4" = 1'-0" RECLAIM SYSTEM SECTION1 1/4" = 1'-0" RECLAIM SYSTEM PLAN VIEW2 NORTH 0'4'2'8' 1/4" = 1'-0" RECLAIM / TRASH PIT / TRENCH SECTION3 3/4" = 1'-0" TRASH PIT4 KEYNOTES MARK:DESCRIPTION: 03 15 13 WATERSTOP, SERRATED 05 43 00 SLOTTED CHANNEL FRAMING, UNISTRUT P1000 1-5/8" X 1-5/8",PRE-GALVANIZED, STANDARD HOLE PATTERN 05 53 00 METAL GRATING, OWNER PROVIDED, AMD 1.5x1.5x1.5 MOLDED PROFILE NUMBER 14, YELLOW, OR APPROVED EQUAL 05 53 00.1 1.75" x 1.75" x 1/4" FEMALE EMBED ANGLE AT PERIMETER OF SLAB OPENING FOR OWNER PROVIDED GRATING. PROVIDE 1/4" x 2" NELSON STUDS AT 12" O.C. REVISIONS #DATE NOT F O R C O N S T R U C T I O N fl fl fl fl fl fl fl fl fl toetoetoetoetoetoetoetoetoe toe toetoetoe eee eee pp sd sd pp tob to b 14'' w 14'' w s IR R IR R IR R IR R IR R IR R fl fl fl fl fl fl fl fl fl toetoetoetoetoetoetoetoetoe toe toetoetoe eee eee pp sd sd pp tob to b 14'' w 14'' w s 7' 7'14' 5.5'15 ' 7' R3 . 5 ' R3.5' 9' TYP 12.5' TYP 9' TYP 12.5' TYP 20 ' TY P 131.5' 9' 15 ' 5.5' 3.5' 1.5' 23' 29 ' 3.5' 30 . 3 ' 11.5' R4' 24 ' 11.5' 1.1' 68' 13 . 3 ' 12.1' R 4 ' 5' 6. 7 ' 24' 55 . 7 ' 5' R 3 . 5 ' 1. 5 ' 233.9' R3 0 . 5 ' 2.8' R2 9 . 5 ' 20' R2 9 . 5 ' 2.8' R3 0 . 5 ' 30.7' R 5 . 5 ' R20 '6.7' R1 9 . 5 ' 24.2' 14 ' R14 ' 11.9' 17.1' 5' 5. 4 ' 9. 1 ' R 4 . 5 ' 42' 46.5' 22 . 6 ' 5' 5' 16 . 4 ' 9' 11 . 9 ' 14 ' 31 ' R11 . 5 ' 35' 2.9' R 4 . 5 ' 11.7' R3 0 . 5 ' 2.8' R2 9 . 5 ' 20' 7.1' 4. 5 ' 7.9'13 . 5 ' 4. 1 ' 5' R2 9 . 5 ' 2.8' R3 0 . 5 ' 233.9' R3.5 ' 1' R 3 . 5 ' 235.2' R5. 5 ' 6' 18' 4' R 1 ' 21 . 9 ' 21 . 4 ' 20 . 1 ' 24 ' 12' 7' 17 . 5 ' 9.5' 2. 5 ' 14 . 5 ' 47.5' 14 . 5 ' 7' 11' R 1 4 . 5 ' 3. 5 ' 15 ' 11 . 7 ' 9.4' 13 . 5 ' R4.5 ' 3.9 ' 6.5 ' 5' 10 ' 52.5' 1.5' 18 ' TY P 8' 0.9'9. 7 ' 17.7' 24' 23.5' 297.9' 5' 22 8 . 1 ' 5' 5' 56 ' 16 . 5 ' 14 ' 15 . 2 ' 3' 3. 1 ' 7.5' 7' 6.3' 10.5' 6. 5 ' 4 ' 302.8'26 . 8 ' 6. 5 ' 4. 6 ' 26 . 3 ' 29.1' 70 . 1 ' 2.5' R14 . 5 ' R 1 4 . 5 ' 6.8' 30 ' 3.5' TYP 5.5' 5.5' 3.5' TYP 7' 8' 7' 7' 6' 2' 22 . 6 ' 55.5' 7' 11 . 9 ' 6.4' 42 ' 43 . 2 ' 6.7' 29.1' R4.5' 23.5'6' 13 . 2 ' 2.5' 5' 10' R2 . 5 ' R4' R4' 8' R4.5 ' 1' R 1 1 . 5 ' 3' TYP 4. 5 ' T Y P 60 ' 26 . 3 ' NOTE: THIS LOT WILL BE DESIGNED AS PART OF A SEPARATE SITE PLAN SUBMITTAL 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S 0 30'60' SCALE: 1" = 30' N ID - L D - 4 0 7 0 - 2 1 CJ F TL M JB F 05 / 0 3 / 2 0 2 2 OV E R A L L S I T E P L A N RE X B U R G N O R T H N I T R O C A R W A S H RE X B U R G , I D A H O 6 C.3.1 SHEET NOTES: 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. SITE PLAN KEYNOTES INSTALL LIGHT DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.3.2) INSTALL HEAVY DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.3.2) ADA SIGN PER DETAIL 4 SHEET C.3.2 INSTALL 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 3 SHEET C.3.2 TIE INTO EXISTING ASPHALT, SAWCUT AS REQUIRED INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714, 714A, 714B UNLESS OTHERWISE NOTED INSTALL BOLLARD PER DETAIL 5 SHEET C.3.2 INSTALL 6" THICKEND EDGE SIDEWALK PER DETAIL 6 SHEET C.3.2 INSTALL HEATED CONCRETE PER MANUFACTURES SPECIFICATIONS INSTALL TRASH ENCLOSURE PAD ENCLOSURE PER CITY OF REXBURG SD-11 INSTALL ADA RAMP WITH TRUNCATED DOMES PER CITY OF REXBURG SD INSTALL LANDSCAPE PER LANDSCAPE PLAN STRIPING PER MUTCD STANDARDS INSTALL CONCRETE PAVEMENT PER PCCP PAVEMENT SECTION PER TABLE SHEET C.3.2 INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PER DETAIL 5 SHEET C.3.2 PYLON SIGN APPROXIMATE LOCATION INSTALL LIGHT POLE (REFER TO ARCHITECTURAL AND ELECTRICAL PLANS FOR DETAILS) LIGHT POLES SHOWN IN APPROXIMATE LOCATIONS INSTALL STOP SIGN PER MUTCD STANDARDS INSTALL VACUUM AND CANOPY SYSTEM PER ARCHITECTS EQUIPMENTS PLAN ELECTRICAL TRANSFORMER PAD (SEE ELECTRICAL PLANS) INSTALL TYPICAL SECTION PER CITY OF REXBURG SD-3 CURB & GUTTER TRANSITION FROM CITY OF REXBURG SD-3 TO 1.5' FLAT PAN CURB INSTALL SHELTER SEE ARCHITECTURAL PLANS FOR DETAILS SNOW STORAGE ARE ( SEE LANDSCAPE TABLE FOR AREA) INSTALL CONCRETE CURB CUT DIMENSION PER PLAN 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 MOODY ST NO R T H 2 N D E A S T 01 01 02 02 03 04 04 04 04 04 05 05 05 06 06 06 06 0808 09 10 11 11 12 12 12 12 12 12 12 12 12 12 12 12 12 1313 13 14 14 14 18 20 19 20 21 21 PROPOSED BUILDING ± 4,593 SF C. 3 . 2 2 C.3.2 1 18 17 17 17 24 24 24 11 11 25 25 25 21 05 VAN ACCESSIBLE ONLY LANDSCAPE AND SIDEWALK OF ROW 104 3 22 19 05/04/22 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y PR E L I M I N A R Y N O T F O R CO N S T R U C T I O N FO R R E V I E W O N L Y 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION ID - L D - 4 0 7 0 - 2 1 CJ F TL M JB F 05 / 0 3 / 2 0 2 2 SI T E P L A N D E T A I L S RE X B U R G N O R T H N I T R O C A R W A S H RE X B U R G , I D A H O 7 C.3.2 FLEXIBLE PAVEMENT SECTION SUMMARY CLASSIFICATION LIGHT DUTY HEAVY DUTY ASPHALTIC CONCRETE 2.5"3.0" CRUSHED AGGREGATE BASE 4.0"6.0" STRUCTURAL SUBBASE 10.0"14.0" MATERIAL SPECIFICATIONS: ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF THE ISPWC, SECTION 810 CLASS III PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. AGGREGATE BASE:MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED AGGREGATE MATERIALS STRUCTURAL SUBBASE:THE MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 2 3 THE COMPONENT THICKNESS. GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER ISPWC SECTION 801, TABLE 1. HD 25' 50' BACK TO BACK P/L 25' 2% LANDSCAPE 2% 6.5' LANDSCAPE 5' 79' ROW 6.5'5'.5'.5' SCALE: NTS MOODY STREET TYPICAL SECTION1 C.3.2 48' 96' BACK TO BACK P/L 48' 2% LANDSCAPE 2% 6.5' LANDSCAPE 5' 125' ROW 6.5'5'.5'.5' SCALE: NTS NORTH 2ND EAST TYPICAL SECTION2 C.3.2 2.5'2.5' 2.5'2.5' P/L P/L LANDSCAPING TABLE *OVERALL SITE LANDSCAPING SITE AREA = 51,793 SF TOTAL LANDSCAPING = 14,240 SF (27.5% OF SITE) TOTAL HARDSCAPE = 37,553 SF (72.5% OF SITE) SITE INTERIOR LANDSCAPING FOR PARKING PROV. = 12,358 SF SITE INTERIOR LANDSCAPING FOR PARKING REQ. = 1,284 SF TOTAL SNOW REMOVAL AREA= 25,149.68 SF (48.55 % OF SITE) TOTAL SNOW STORAGE = 2,793.79 SF (11.1% OF PLOW-ABLE HARDSCAPE) PARKING ANALYSIS REQUIREMENTS REQUIRED PROVIDED PARKING STALLS 13 18 ADA STALLS 1 TOTAL 13 19 BUILDING ANALYSIS BUILDING MAIN FLOOR BUILDING AREA (TOTAL = 55,980 SF)±4,593 SF MAX BUILDING HEIGHT 28' BUILDING TYPE (IBC) *II-B* SPRINKLED IBC OCCUPANCY CLASSIFICATION AI, AII, AIII NOTES: * BUILDING TYPE TO BE VERIFIED WITH ARCHITECTURAL PLANS, ARCHITECTURAL PLANS TO SUPERCEDE. STALL COUNT# LD SNOW STORAGE AREA WIDTH VARIES 6" VA R I E S - 6 " M A X 1' - 6 " 6" R = 1' SE E G R A D I N G P L A N SCALE: 6 C.3.2 6" THICKENED EDGE SIDEWALK NTS VA R I E S 3' M I N " 1 3 / 8 " 3" M I N . 9"9" CAP TOP OF POST 3/8"X3 1/2" CADMIUM PLATED HEX HEAD BOLT WITH FLAT LOCK WASHER AND NUT 6' - 0 " 4" 18 " 6" 12" BLUE BACKGROUND W/ WHITE SYMBOL AND LETTERING PROVIDE SIGN THAT IDENTIFIES ALL VAN ACCESSIBLE STALLS. REFER TO PLAN FOR LOCATIONS NOTE: TOP OF POST TO BE CUT 1/2" BELOW TOP OF SIGN SCALE: 3 C.3.2 FLAT PAN CURB & GUTTER NTS 3/4" GRAVEL ROAD BASE FIN. GRADE (W/ LIP FLAT) CONC. CURB & GUTTER 3/4'' GRAVEL ROAD BASE ASPHALT PAVEMENT 1. 0 ' 0. 5 ' 0. 5 ' 2''± 4'' 1.5' 0.5' 1' SCALE: 4 C.3.2 TYPICAL HANDICAP SIGN DETAIL NTSSCALE: 5 C.3.2 PIPE BOLLARD DETAIL NTS PER CITY OF REXBURG REQUIREMENTS FOR PARKING FOR COMMERCIAL USE (CAR WASH) 3 STALLS PER 1,000 SF 6" VERTICAL CURB & GUTTER PER ISPWC6" - 3/4" CRUSHED GRAVEL 3" ASPHALT PLANT MIX CHIP AND SEAL COAT (FULL WIDTH) COMPACT UPPER 6" OF SUBGRADE TO 95% DRY DENSITY 6" VERTICAL CURB & GUTTER PER ISPWC 20" PIT RUN GRAVEL 6" VERTICAL CURB & GUTTER PER ISPWC3" - 3/4" CRUSHED GRAVEL 6" ASPHALT PLANT MIX CHIP AND SEAL COAT (FULL WIDTH) COMPACT UPPER 6" OF SUBGRADE TO 95% DRY DENSITY 6" VERTICAL CURB & GUTTER PER ISPWC 20" PIT RUN GRAVEL ASPHALT CRUSHED AGGREGATE BASE COMPACTED SUBBASE NATURAL GROUND 2 - #4 REBAR EVENLY SPACED SMOOTH SLOPED MORTAR CAP PAINTED ASPHALT PAVEMENT OR CONCRETE WHERE OCCURS SEE PLAN 6" DIA. STANDARD STEEL PIPE FILLED WITH CONCRETE AND PAINTED YELLOW 18" DIA. CONCRETE FOOTING (2) #6 BARS 12" LONG EACH WAY WELD TO PIPE ONLY LANDSCAPE AND SIDEWALK OF ROW FABRIC WRAP OUTER EDGES FABRIC WRAP OUTER EDGES FABRIC WRAP OUTER EDGES FABRIC WRAP OUTER EDGES 05/04/22 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y PR E L I M I N A R Y N O T F O R CO N S T R U C T I O N FO R R E V I E W O N L Y fl fl fl fl fl fl fl fl fl toetoetoetoetoetoetoetoetoe toe toetoetoe eee eee pp sd sd pp tob to b 14'' w 14'' w 14'' w 14'' w s fl fl fl fl fl fl fl fl fl toetoetoetoetoetoetoetoetoe toe toetoetoe eee eee pp sd sd pp tob to b 14'' w 14'' w 14'' w 14'' w s 4876 4878 4878 4877 4 8 7 5 48 7 7 4 8 7 5 4 8 7 6 TBC: 4878.20 TBC: 4878.00 FG: 4877.13 FG: 4877.56 FG: 4877.74 FG: 4876.99 TBC: 4879.25 TBC: 4879.29 TBC: 4878.96 TBC: 4878.96 DTBC: 4878.50 DTBC: 4878.47 TBC: 4878.88 TBC: 4878.81 TBC: 4878.93 TBC: 4878.44 TBC: 4878.56 TBC: 4878.38 TBC: 4878.46 TBC: 4878.10 TBC: 4878.05 TBC: 4878.14 TBC: 4878.36 TBC: 4878.99 TBC: 4878.89 TBC: 4878.75 TBC: 4878.70 TBC: 4878.12 TBC: 4878.68 DTBC: 4878.76 DTBC: 4878.32 DTBC: 4878.29 TBC: 4879.01 TBC: 4878.73 TBC: 4878.58 TBC: 4878.65 TBC: 4877.66 TBC: 4877.76 TBC: 4877.75 TBC: 4877.69 TBC: 4878.61 TBC: 4878.61 TBC: 4878.25 TBC: 4878.33 TBC: 4878.39 TBC: 4878.48 TBC: 4879.10 TBC: 4879.02 TBC: 4878.96 TBC: 4878.88 TBC: 4879.58 TBC: 4879.34 TBC: 4879.34 DTBC: 4878.32 DTBC: 4878.29 TBC: 4878.71 TBC: 4878.51 TBC: 4878.38 TBC: 4878.25 TBC: 4879.32 TBC: 4879.26 TBC: 4879.05 TBC: 4878.90 TBC: 4879.52 TBC: 4879.59 TBC: 4879.89 TBC: 4880.46 TBC: 4880.39 TBC: 4878.84 TBC: 4879.32 TBC: 4879.32 TBC: 4879.35 TBC: 4880.03 TBC: 4878.69 TBC: 4880.08 TBC: 4879.48 TBC: 4878.54 TBC: 4878.54 TBC: 4878.75 TBC: 4878.68 TBC: 4878.33 TBC: 4878.38 TBC: 4878.24 TBC: 4877.99TBC: 4877.52 TBC: 4877.58 TBC: 4878.30 TBC: 4878.23 TBC: 4878.08 TBC: 4877.80 TOA:4877.60 TOC: 4877.94 TOC: 4877.70 TOC: 4879.49 TOC: 4879.40 TOC: 4879.12 TOC: 4879.62 TOC: 4879.63 TOC: 4879.73 TOC: 4879.73 TOC: 4879.12 TOC: 4877.63 TOC: 4877.80 TOC: 4878.31 TOC: 4878.08 TOC: 4878.78 TOC: 4878.64 TOC: 4878.78 TOC: 4878.37 TOC: 4878.37 TOC: 4878.55 TOC: 4878.23 TOC: 4878.14 TOC: 4878.47 TOC: 4878.50 DTBC: 4878.47 DTBC: 4878.50 TOC: 4879.33 TOC: 4879.33 TOC: 4879.33 DTBC: 4878.39 TBC: 4879.59 TOC: 4879.09 TOC: 4879.24 TBC: 4879.19 TOA:4878.00 TOA:4878.11 TOA:4878.11 TOA:4877.49 TOA:4877.19 TOC: 4877.88 TOC: 4877.70 TOC: 4878.30 TOC: 4878.48 TOC: 4880.00 TOC: 4879.96 FG: 4879.32 FG: 4879.45 FG: 4879.63 FG: 4879.40 FG: 4879.40 FG: 4879.40 FG: 4879.40FG: 4879.40 FG: 4878.70 FFE: 4879.40 GRADE BREAK GR A D E BR E A K GR A D E BR E A K GRADE BREAK GR A D E BR E A K GRADE BREAK 3.3% 2. 1 % 2.2 % 2 . 2 % 2 . 3 % 2. 7 % 0 . 5 % 1.7 % 1 . 9 % 1 . 0 % 2.1 % 1.6% 1.6% 5.2% 1.6% 0.8%0.6% 0.7%1.0% 1.0% 0.0%0.2% 1. 9 % 5.0% 3.6 % 3.4 % 4 8 7 6 48 7 5 4876 487 7 4 8 7 8 48 7 6 4877 4 8 7 8 4878 4878 4877 4876 4 8 7 8 4879 4 8 7 8 487 9 4879 4878 4878 TBC: 4879.96 TOC: 4878.93 TOC: 4879.05 GR A D E BR E A K 2 . 0 % 1.2% TBC: 4877.63 TOC: 4878.26 TOC: 4878.74 TOA:4879.00 TOC: 4878.10 TOC: 4878.10 TBC: 4878.85 TOC: 4878.74 TBC: 4878.73 TBC: 4879.00 TBC: 4877.68 TBC: 4877.68 TBC: 4878.09 TBC: 4878.09 TBC: 4878.09 TBC: 4878.09TBC: 4877.66 TBC: 4877.68 TBC: 4878.20 FG: 4876.24 FG: 4876.67 FG: 4876.67 FG: 4876.27 TBC: 4878.10 TBC: 4877.31 TBC: 4878.36 TBC: 4877.67 METBC: 4878.17 METBC: 4877.77 METOA: 4877.92 METOA: 4877.50 TOC: 4877.73 TOC: 4877.75 TBC: 4877.67 TBC: 4877.59TBC: 4877.74 TOC: 4877.65TOC: 4877.81 TBC: 4877.62 TOC: 4878.38 TOC: 4878.35 METOA: 4877.78 METOA: 4877.87 TOA:4877.71 TOA:4877.61 TOC: 4877.87 TOC: 4877.69 TBC: 4878.63 TBC: 4878.62 TOC: 4877.43 TOC: 4877.44 TOC: 4878.44 TOC: 4878.43 TOC: 4878.45 TOC: 4878.49 TBC: 4878.26 TOC: 4878.17 TOC: 4878.21 TOC: 4878.50 TOC: 4878.52 TBC: 4879.36 TBC: 4879.31 TOC: 4878.47 TOC: 4878.46 FG: 4876.25 FG: 4876.25 TBC: 4879.73 TBC: 4879.78 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S 0 30'60' SCALE: 1" = 30' N ID - L D - 4 0 7 0 - 2 1 CJ F TL M JB F 05 / 0 3 / 2 0 2 2 OV E R A L L G R A D I N G P L A N RE X B U R G N O R T H N I T R O C A R W A S H RE X B U R G , I D A H O 9 C.4.0 LEGEND TOA: TOP OF ASPHALT METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB METBC: MATCH EXISTING TOP BACK CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE FFE: FINAL FLOOR ELEVATION FG: FINISH GRADE FL: FLOW LINE TOP: TOP OF POND BOP: BOTTOM OF POND TOG: TOP OF GRATE -CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS -ALL ELEVATIONS ARE FG SHEET NOTE SHEET C.7.0 SH E E T C . 7 . 1 PR I V A T E D R I V E SH E E T C . 7 . 2 MOODY STREET NO R T H 2 N D E A S T PROPOSED BUILDING FFE = 4879.50' ARCH PLAN = 100 05/04/22 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y PR E L I M I N A R Y N O T F O R CO N S T R U C T I O N FO R R E V I E W O N L Y fl fl fl fl fl fl fl fl fl toe toe toe toe toe toe toe toe toetoetoetoetoetoetoetoetoe toe toetoetoe eee e ee pp sd sd pp to b to b t o b to b t o b tobtobtobtobtobtobtobtobtobtob tob tob tob tob tob tob tob tob tob tob to b to b to b to b to b to b to b to b t o b to b to b to b to b to b to b to b tob to b 14'' w 14'' w 14'' w 14'' w 14'' w s s s fl fl fl fl fl fl fl fl fl toe toe toe toe toe toe toe toe toetoetoetoetoetoetoetoetoe toe toetoetoe eee e ee pp sd sd pp to b to b t o b to b t o b tobtobtobtobtobtobtobtobtobtob tob tob tob tob tob tob tob tob tob tob to b to b to b to b to b to b to b to b t o b to b to b to b to b to b to b to b tob to b 14'' w 14'' w 14'' w 14'' w 14'' w s s s IR R IR R IR R IR R IR R IR R 16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W SS SD SD SD 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S s S s sssssssssss S S SSSSSSSS S SS SS SSS EX-SSMH - 1 100LF 4" WATER SERVICE 49LF 4" WATER SERVICE8LF 4" WATER SERVICE 4878 48 7 8 4 8 7 8 4878 4 8 7 8 4878 4878 48784878 4879 4879 STRUCTURE - (22) RIM: 4868.10 INV: 4870.88 4" (N) SSMH 2 RIM: 4879.00 INV IN: 4868.07 8" (S) INV IN: 4868.50 6" (W) INV OUT: 4867.97 8" (N) INV OUT: 4867.97 4" (E) REC TANK 2 RIM: 4878.24 INV IN: 4872.76 4" (W) INV OUT: 4872.10 4" (E) REC TANK 1 RIM: 4878.19 INV IN: 4872.76 8" (N) INV OUT: 4872.76 4" (E) SSMH 5 RIM: 4878.03 INV IN: 4858.00 12" (E) INV IN: 4858.23 8" (S) INV OUT: 4857.90 12" (W) SS PLUG - 3 RIM: 4878.01 INV IN: 4873.49 6" (S) SS PLUG - 2 RIM: 4877.35 INV OUT: 4873.49 8" (S) SS PLUG - 1 RIM: 4877.04 INV OUT: 4873.49 4" (S) INV: 4872.68 4" (E)SSMH 3 RIM: 4875.18 INV IN: 4872.00 4" (W) SSMH 4 RIM: 4878.63 INV OUT: 4868.34 8" (N) 25LF OF 6" SS @ -1.20% 28LF OF 6" SS @ -6.00% 40LF OF 4" SS @ 2.00% 92LF OF 4" SS @ 1.95% 68LF OF 8" SS @ 0.40% 15 0 L F O F 8 " S S @ 6 . 5 0 % 121LF OF 4" SS @ -3.34% 35LF OF 6" SS @ 4.18% GI 1 RIM: 4878.49 INV IN: 4870.78 4" (W) INV IN: 4870.78 4" (S) INV OUT: 4869.95 6" (E) 10LF OF 4" SS @ 1.00% REC TANK 3 RIM: 4878.32 INV IN: 4872.10 4" (W) INV OUT: 4871.44 6" (N) INV OUT: 4871.44 4" (E) 28LF OF 8" SS @ 2.58% 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S 0 30'60' SCALE: 1" = 30' N ID - L D - 4 0 7 0 - 2 1 CJ F TL M JB F 05 / 0 3 / 2 0 2 2 OV E R A L L U T I L I T Y P L A N RE X B U R G N O R T H N I T R O C A R W A S H RE X B U R G , I D A H O 10 C.5.0 SHEET C.7.0 SH E E T C . 7 . 2 SH E E T C . 7 . 1 MOODY ST NO R T H 2 N D E A S T WATER KEYNOTES TIE INTO EXISTING 8" WATER MAIN INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INSTALL 6" X 8" TEE WITH GATE VALVE PER CITY OF REXBURG STANDARDS. INSTALL 4" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER CITY OF REXBURG STANDARD. INCLUDE PLUG, SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 8" X 8" TEE INSTALL 8" GATE VALVE INSTALL 16" X 4" TEE 36 37 38 39 40 41 42 43 44 45 SEWER KEYNOTES INSTALL RECLAIM TANKS AND RECLAIM SYSTEM PER ARCHITECTURAL PLANS INSTALL 4" SANITARY SEWER SERVICE LINE (LENGTH PER PLANS), INCLUDE PLUG, SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 6" SANITARY SEWER SERVICE LINE (LENGTH PER PLANS), INCLUDE PLUG, SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 8" SANITARY SEWER SERVICE LINE (LENGTH PER PLANS), INCLUDE PLUG, SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL SEWER CLEANOUT WITH TRAFFIC RATED LID PER ISPWC SD-506 INSTALL SANITARY SEWER MAIN LINE (SIZE, LENGTH, AND SLOPE PER PLANS) INSTALL 1500 GALLON GREASE INTERCEPTOR PER ARCHITECTURAL PLANS INSTALL SANITARY SEWER MANHOLE PER ISPWC SD-501A, SIZE PER PLAN 51 52 53 54 55 56 57 58 40 51 51 52 52 54 52 56 56 56 56 57 52 58 58 58 58 TIE INTO EXISTING SS MANHOLE CONTRACTOR TO FIELD VERIFY LOCATION 45 42 42 53 40 LF 52 LF 28 LF 05/04/22 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y PR E L I M I N A R Y N O T F O R CO N S T R U C T I O N FO R R E V I E W O N L Y fl fl fl fl fl fl fl fl fl toe toe toe toe toe toe toe toe toetoetoetoetoetoetoetoetoe toe toetoetoe eee eee pp sd sd pp tob to b 14'' w 14'' w 14'' w s 4876 4878 4878 4877 4 8 7 5 48 7 7 48 7 8 48 7 6 48 7 6 48 7 7 48 7 7 fl fl fl fl fl fl fl fl fl toe toe toe toe toe toe toe toe toetoetoetoetoetoetoetoetoe toe toetoetoe eee eee pp sd sd pp tob to b 14'' w 14'' w 14'' w s IR R IR R IR R IR R IR R IR R 16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W SS IR IR IR IR SD SD SD 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W S s S IR ssssssss S S SSSSSSSS S SS SS SSS EX-SSMH - 1 48' 10 ' 58.5' 5' 10' 10 ' 92LF OF 12" S.D. @ 0.50%82LF OF 12" S.D. @ 0.40% 5LF OF 12" S.D. @ 1.00% 60LF OF 12" S.D. @ 0.00% SD INLET - E RIM: 4879.04 INV IN: 4875.59 6" (NW) INV IN: 4875.11 6" (N) RD PLUG - B RIM: 4877.30 INV OUT: 4876.28 6" (S) SD INLET - D RIM: 4876.82 INV IN: 4872.55 6" (N) INV OUT: 4870.00 24" (E) RD PLUG - A INV OUT: 4876.29 6" (S) SD CO - B RIM: 4877.24 INV IN: 4876.22 6" (N) INV OUT: 4876.22 6" (W) RD PLUG - C RIM: 4879.31 INV OUT: 4876.12 6" (SE) 6LF OF 6" S.D. @ 1.00% 7LF OF 6" S.D. @ 6.13% 48LF OF 6" S.D. @ 1.04% 49LF OF 6" S.D. @ 6.27% 17LF OF 6" S.D. @ 3.18% SDMH - A RIM: 4878.40 INV IN: 4873.06 12" (N) INV OUT: 4872.96 12" (W) SD INLET - A RIM: 4877.35 INV OUT: 4874.10 12" (E) SD INLET - C RIM: 4877.79 INV IN: 4873.21 12" (W) INV OUT: 4873.11 12" (S) SD INLET - B RIM: 4877.61 INV IN: 4873.64 12" (W) INV OUT: 4873.54 12" (E) 3LF OF 24" S.D. @ 1.00% SD CO - A RIM: 4876.89 INV IN: 4875.87 6" (N) INV IN: 4875.72 6" (E) INV OUT: 4875.62 6" (S) 27LF OF 6" S.D. @ 1.00% SD CO - C RIM: 4879.11 INV IN: 4875.38 6" (NW) INV OUT: 4875.38 6" (S) 31LF OF 6" S.D. @ 1.00% SD PLUG - D RIM: 4878.69 INV OUT: 4875.69 6" (SE) 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION DRAINAGE SYSTEM CALCULATIONS SYSTEM REQUIREMENTS: DRAINAGE AREA OF "REXBURG NORTH NITRO CARWASH": 46,688 SF RIGHT OF WAY: 1,217 CF NORTH BASIN: 221 CF SOUTH BASIN:2,630 CF DESIGN STORM:1.3 IN SEDIMENT FACTOR:15 % STORM VOLUME REQUIRED:4,068 CF SUMMARY: STORAGE SYSTEM:STORM POND & INFILTRATOR STORAGE PROVIDED RIGHT OF WAY: 1,398 CF NORTH BASIN: NORTH STORM SWALE CONTRIBUTIONS:342 CF SOUTH BASIN: SOUTH STORM SWALE CONTRIBUTIONS:1,119 CF INFILTRATOR CONTRIBUTIONS: 1,658 CF PROVIDED STORAGE:4,517 CF ----------------------------------------------------------------------------------------------------------------------------------------------- TOTAL STORAGE REQUIRED:4,068 CF TOTAL STORAGE PROVIDED:4,517 CF H O R R O C K S E N G I N E E R S 0 30'60' SCALE: 1" = 30' N ID - L D - 4 0 7 0 - 2 1 CJ F TL M JB F 05 / 0 3 / 2 0 2 2 OV E R A L L D R A I N A G E P L A N RE X B U R G N O R T H N I T R O C A R W A S H RE X B U R G , I D A H O 11 C.6.0 STORM DRAIN KEYNOTES INSTALL STORM DRAIN PIPE. LENGTH, SIZE AND SLOPE OF PIPE PER PLANS INSTALL STORM DRAIN CURB CATCH BASIN PER STD IF-604-A (2010) INSTALL MARK AND PLUG FOR ROOF DRAIN & BUILDING CONNECTIONS PER DETAIL 1 INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 2 INSTALL STORM DRAIN CLEAN OUT 66 67 68 69 70 MOODY ST NO R T H 2 N D E A S T 66 66 67 67 67 67 67 6666 68 6868 69 69 69 TYPICAL ROOF DRAIN CONNECTION DETAIL NTS 1 C.6.0 6" S.D. (P.V.C. SDR 35) 1% MIN. TO ROOF D R A I N H E A D E R 5' 1. 5 ' C O V E R M I N . (SEE STORM DRAIN P L A N S ) FINISH GRADE END ROOF DRAIN PIPE 5' FROM BUILDING SEE ARCHITECTURAL PLANS FOR CONTINUATION & CONNECTION EXCAVATE TO FREE DRAINING SAND AND GRAVEL PER PROJECT GEOTECHNICAL REPORT. CONSULT GEOTECHNICAL ENGINEER (TYP) 3/4" TO 2"WASHED GRANITE STONE BA C K F I L L UNDISTURBED MATERIAL WRAP TRENCHES TOP AND SIDES WITH AMOCO 4545 OR EQUIVALENT SCALE: 2 C.6.0 TYPICAL INFILTRATION TRENCH DETAIL NTS 10' 8' MIN 12" COVER IN LANDSCAPING 70 70 7068 66 05/04/22 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y PR E L I M I N A R Y N O T F O R CO N S T R U C T I O N FO R R E V I E W O N L Y fl toetoetoetoetoetoetoetoetoe toe toetoetoe tob to b 14'' w 14'' w 14'' w 14'' w 14'' w s s s IR R IR R fl toetoetoetoetoetoetoetoetoe toe toetoetoe tob to b 14'' w 14'' w 14'' w 14'' w 14'' w s s s 16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W 0+44 1+00 2+00 3+00 4+00 4+ 5 4 BP : 0 + 4 4 . 1 1 PC : 4 + 0 2 . 2 0 EP: 4+53.53 SD SD SD 8' ' W 8' ' W 8' ' W 8' ' W S s S s sssssssssssSSSSSSSSS SS SS 48 7 8 4876 4878 4877 4878 4878 TBC: 4879.09 TOC: 4878.68 TOC: 4878.68 TOC: 4878.55 TOC: 4879.01 TOC: 4879.10 TOC: 4879.04 TOC: 4878.34 TOC: 4878.73 TOC: 4878.79 TOC: 4878.98 TOC: 4879.02 TBC: 4878.74 DTBC: 4878.77 DTBC: 4878.83 TBC: 4878.90 DTBC: 4878.96 DTBC: 4879.02 METOA:4878.30 TOG: 4877.62 TOG: 4877.80 TOG: 4877.37 TBC: 4878.00 TBC: 4877.78 TOA:4877.38 4878 4 8 7 8 4879 4878 SDMH - A RIM: 4878.40 INV IN: 4873.06 12" (N) INV OUT: 4872.96 12" (W) SD INLET - C RIM: 4877.79 INV IN: 4873.21 12" (W) INV OUT: 4873.11 12" (S) SD INLET - B RIM: 4877.61 INV IN: 4873.64 12" (W) INV OUT: 4873.54 12" (E) SD INLET - A RIM: 4877.35 INV OUT: 4874.10 12" (E) 92LF OF 12" S.D. @ 0.50% 82LF OF 12" S.D. @ 0.40% 5LF OF 12" S.D. @ 1.00% 60LF OF 12" S.D. @ 0.00% 58.5' 5' 2. 1 % 2.1 % 2.1 % 0.7%0.9%0.3%0.5% METOA:4877.77 EX-SSMH - 1 SSMH 6 12" S.S. 30LF OF 8" SS @ 0.40% SSMH - 4 RIM: 4870.15 INV OUT: 4857.61 8" (S) 12" S.S. SS PLUG - 6 12" S.S. SSMH 5 El e v a t i o n 4840 4850 4860 4870 4880 4890 4840 4850 4860 4870 4880 4890 0+00 1+00 2+00 3+00 4+00 5+00 6+00 1+00 48 7 8 . 0 4 48 7 8 . 1 7 2+00 48 7 8 . 2 2 48 7 8 . 2 9 3+00 48 7 8 . 6 2 48 7 8 . 3 3 4+00 48 7 9 . 0 4 48 7 9 . 1 0 5+00 ST A : 4 + 4 0 . 8 1 ( - 1 7 9 . 5 2 , L ) EX S S M H RI M : 4 8 7 7 . 4 1 IN V I N : 4 8 5 9 . 0 7 - 8 " ( N ) IN V O U T : 4 8 5 8 . 9 7 - 8 " ( W ) ST A : 4 + 3 7 . 6 8 ( - 1 8 9 . 2 6 , L ) EX L I F T S T A T I O N RI M : 4 8 7 8 . 0 0 IN V O U T : 4 8 5 9 . 0 0 - 8 " ( S ) ST A : 4 + 1 9 . 3 4 ( - 6 0 . 2 2 , L ) EX - S S M H - 1 RI M : 4 8 7 8 . 6 6 IN V I N : 4 8 5 8 . 4 9 - 8 " ( E ) IN V O U T : 4 8 5 8 . 1 6 - 1 2 " ( W ) EX. 8" S.S. 70.53' of 12" @ 0.22% 20.66' of 12" @ 0.22% ST A : 0 + 8 8 . 0 2 ( - 4 9 . 8 4 , L ) SS M H 6 RI M : 4 8 7 7 . 1 4 IN V I N : 4 8 5 7 . 4 9 - 8 " ( N ) IN V I N : 4 8 5 7 . 2 6 - 1 2 " ( E ) IN V O U T : 4 8 5 7 . 1 6 - 1 2 " ( W ) ST A : 0 + 1 9 . 6 8 ( - 5 . 3 3 , L ) SS M H - 4 RI M : 4 8 7 0 . 1 5 IN V O U T : 4 8 5 7 . 6 1 - 8 " ( S ) IR R . M H - D RI M : 4 8 7 9 . 8 1 IN V I N : 4 8 7 0 . 9 7 - 4 8 " ( S ) IN V O U T : 4 8 7 3 . 7 5 - 3 6 " ( N ) IR R . M H - E RI M : 4 8 7 7 . 9 2 IN V I N : 4 8 7 3 . 7 5 - 3 6 " ( S ) 104.71 of 48" EQUIVALENT SQUASH PIPE @ 0.00% ST A = 0 + 4 9 . 8 4 T. O . W . = 4 8 7 2 . 0 2 STA = 3+30.99 T.O.W. = 4871.72 STA = 4+28.93 T.O.W. = 4872.31 STA = 4+32.86 T.O.W. = 4872.30 ST A : 3 + 5 5 . 2 9 4" W A T E R S E R V I C E ( R T ) ST A : 1 + 8 0 . 0 5 16 " x 6 " W A T E R T E E ST A : 1 + 9 1 . 3 2 16 " B U T T E R F L Y V A L V E ST A : 0 + 5 8 . 3 2 16 " x 8 " W A T E R T E E ST A : 4 + 3 1 . 2 8 16 " C O N N E C T I O N T O E X . M A I N ST A : 0 + 4 9 . 8 4 16 " P L U G EX 14" DI WATER PIPE281LF OF 16" DI WATER PIPE 98LF OF 16" DI WATER PIPE 14" to 16" REDUCER SD I N L E T - A RI M : 4 8 7 7 . 3 5 IN V O U T : 4 8 7 4 . 1 0 - 1 2 " ( E ) 91.88' of 12" RCP @ 0.50% SD I N L E T - B RI M : 4 8 7 7 . 6 1 IN V I N : 4 8 7 3 . 6 4 - 1 2 " ( W ) IN V O U T : 4 8 7 3 . 5 4 - 1 2 " ( E ) 81.71' of 12" RCP @ 0.40% SD I N L E T - C RI M : 4 8 7 7 . 7 9 IN V I N : 4 8 7 3 . 2 1 - 1 2 " ( W ) IN V O U T : 4 8 7 3 . 1 1 - 1 2 " ( S ) 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION C.3.2 1 H O R R O C K S E N G I N E E R S 0 30'60' SCALE: 1" = 30' N ID - L D - 4 0 7 0 - 2 1 CJ F TL M JB F 05 / 0 3 / 2 0 2 2 PL A N & P R O F I L E - M O O D Y S T R E E T RE X B U R G N O R T H N I T R O C A R W A S H RE X B U R G , I D A H O 12 C.7.0 MOODY STREET SHEET C.7.1 MOODY STREET NO R T H 2 N D E A S T 01 HD 02 02 03 03 03 04 04 05 06 06 07 PROPOSED SURFACE EXISTING SURFACE A 66 6666 6767 68 69 6' MINIMUM 47 47 38 41 SHEET C.7.2 38 48 50 34 WATER KEYNOTES INSTALL 16" PLUG INSTALL 16" X 4" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 8" WATER MAIN INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INSTALL 6" X 8" TEE WITH GATE VALVE PER CITY OF REXBURG STANDARDS. INSTALL 4" WATER SERVICE INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER CITY OF REXBURG STANDARD. INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 8" X 8" TEE INSTALL 8" GATE VALVE INSTALL 6" FIRE CONNECTION. WATER SERVICE TO HAVE A MINIMUM 1.5' VERTICAL SEPARATION TO ANY NON-POTABLE UTILITY LINE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL 16" X 6" TEE INSTALL 16" X 8" TEE INSTALL 16" VALVE 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB METBC: MATCH EXISTING TOP BACK CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. ALL DIMENSIONS PERTAINING TO PLAN AND PROFILE SHEETS C.7.0, C.7.1, C.7.2, & C.7.3 ARE SHOWN ON SHEET C.3.0 SHEET NOTE MISCELLANEOUS KEYNOTES PARKING LOT LIGHT POLE PER ELECTRICAL PLANSA STORM DRAIN KEYNOTES INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS. SEE DRAINAGE CALCULATIONS TABLE, AND DETAIL 1 SHEET C.6.0 INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 2, SHEET C.6.0 66 67 68 69 IRRIGATION KEYNOTES INSTALL 72" IRRIGATION CONCRETE STRUCTURE INSTALL 48" CULVERT (CONCRETE OR METAL) TIE INTO EXISTING CULVERT 81 82 83 SITE PLAN KEYNOTES INSTALL HEAVY DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.3.2) INSTALL 2.5' CURB & GUTTER PER CITY OF REXBURG SD-3 TIE INTO EXISTING ASPHALT, SAWCUT AS REQUIRED INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714, 714A, 714B UNLESS OTHERWISE NOTED INSTALL ADA RAMP WITH TRUNCATED DOMES PER CITY OF REXBURG SD INSTALL LANDSCAPE PER LANDSCAPE PLAN INSTALL STOP SIGN PER MUTCD STANDARDS INSTALL LIGHT DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.3.2) 01 02 03 04 05 06 07 08 SHEET C.3.1, C.4.0, C.5.0, C.6.0 SEWER KEYNOTES TIE INTO EXISTING SANITARY SEWER MANHOLE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 5251 43 555354 47 49 35 33 EXISTING LIFT STATION 37 43 43 43 53 53 55 52 55 05/04/22 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y PR E L I M I N A R Y N O T F O R CO N S T R U C T I O N FO R R E V I E W O N L Y fl fl fl fl fl fl fl fl fl sd sd 14 ' ' w 14 ' ' w s IRRIRRIRRIRRIRRIRR fl fl fl fl fl fl fl fl fl sd sd 14 ' ' w 14 ' ' w s 16 ' ' W 16 ' ' W 16 ' ' W 7+ 0 0 7+ 3 2 IR IR IR IR 0+00 1+002+003+004+00 4+83 BP : 0 + 0 0 . 0 0 PI : 0 + 2 1 . 2 2 PI : 1 + 0 9 . 4 2 PI : 2 + 4 2 . 2 2 PI : 4 + 2 2 . 5 8 E P : 4 + 8 3 . 0 5 s IR EP: 7+32.07 ss ss S S SSSSS S SS EX-SSMH - 1 2.1 % 48 7 9 1 . 6 % 2 . 9 % 1. 7 % TBC: 4878.61 TBC: 4879.10 TOC: 4878.68 TOC: 4878.68 TOC: 4878.55 TOC: 4879.01 TOC: 4879.10 TOC: 4879.04 TOC: 4878.34 TOC: 4878.73 TOC: 4878.79 TOC: 4878.98 TOC: 4879.02 TBC: 4878.74 DTBC: 4878.77 DTBC: 4878.83 TBC: 4878.90 DTBC: 4879.02 DTBC: 4878.10 DTBC: 4877.75 METBC:4878.14 DTBC: 4878.36 TBC: 4878.33 DTBC: 4877.73 TBC: 4878.26 METBC:4877.77 TBC: 4878.01 TBC: 4878.08 TBC: 4877.63 METOA:4877.86 METOA:4877.93 METOA:4877.41 METOA:4877.50 4 8 7 7 4878 4878 4878 4 8 7 8 4 8 7 7 48 7 7 METOA:4877.41 32LF OF 48" S.D. @ 0.59 % DTBC: 4877.31 DTBC: 4877.66 IRR. MH - E RIM: 4877.92 INV IN: 4873.75 36" (S) 105LF OF 36" S.D. @ 0.00% IRR. MH - D RIM: 4879.81 INV IN: 4870.97 48" (S) INV OUT: 4873.75 36" (N) 144LF OF 48" S.D. @ 0.00% IRR. MH - C RIM: 4878.96 INV IN: 4870.97 48" (S) INV OUT: 4870.97 48" (N) 140LF OF 48" S.D. @ 0.00% IRR. MH - B RIM: 4878.31 INV IN: 4870.97 48" (SE) INV OUT: 4870.97 48" (N) 36LF OF 48" S.D. @ 7.41% IRR. MH - A RIM: 4878.54 INV IN: 4873.62 48" (S) INV OUT: 4873.62 48" (NW) 0+001+002+003+004+005+00 0+00 48 7 6 . 0 0 1+00 48 7 4 . 4 7 48 7 8 . 8 4 2+00 48 7 4 . 8 7 48 7 8 . 5 1 3+00 48 7 4 . 4 6 48 7 8 . 3 3 4+00 48 7 4 . 1 5 48 7 7 . 9 7 5+00 144LF OF 48" CONCRETE @ 0.00% 105LF OF 48" EQUIVALENT SQUASHED PIPE @ 0.00% IR R . M H - D RI M : 4 8 7 9 . 8 1 IN V I N : 4 8 7 0 . 9 7 - 4 8 " ( S ) IN V O U T : 4 8 7 3 . 7 5 - 3 6 " ( N ) IR R . M H - E RI M : 4 8 7 7 . 9 2 IN V I N : 4 8 7 3 . 7 5 - 3 6 " ( S ) IR R . M H - C RI M : 4 8 7 8 . 9 6 IN V I N : 4 8 7 0 . 9 7 - 4 8 " ( S ) IN V O U T : 4 8 7 0 . 9 7 - 4 8 " ( N ) IR R . M H - A RI M : 4 8 7 8 . 5 4 IN V O U T : 4 8 7 3 . 6 2 - 4 8 " ( S ) IN V I N : 4 8 7 3 . 6 2 - 4 8 " ( N W ) 36LF OF 48" CONCRETE @ 7.41% 140LF OF 48" CONCRETE @ 0.00%140LF OF 48" CONCRETE @ 0.00%EX. 48" CULVERT ST A : 2 + 2 7 . 7 3 ( 5 4 . 2 4 , R ) SS M H 4 RI M : 4 8 7 8 . 6 3 IN V O U T : 4 8 6 8 . 3 4 - 8 " ( N ) 68.33' of 8" S.S. @ 0.40% ST A : 1 + 5 9 . 4 0 ( 5 4 . 1 3 , R ) SS M H 2 RI M : 4 8 7 9 . 0 0 IN V I N : 4 8 6 8 . 0 7 - 8 " ( S ) IN V I N : 4 8 6 8 . 5 0 - 6 " ( W ) IN V O U T : 4 8 6 7 . 9 7 - 8 " ( N ) IN V O U T : 4 8 6 7 . 9 7 - 4 " ( E ) 149. 7 6 ' o f 8 " S . S . @ 6 . 5 0 % ST A : 0 + 8 9 . 7 7 ( 9 8 . 5 2 , R ) SS M H 5 RI M : 4 8 7 8 . 0 3 IN V I N : 4 8 5 8 . 0 0 - 1 2 " ( E ) IN V I N : 4 8 5 8 . 2 3 - 8 " ( S ) IN V O U T : 4 8 5 7 . 9 0 - 1 2 " ( W ) 4850 4860 4870 4880 4890 4900 6+00 4850 4860 4870 4880 4890 4900 -1+00 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S 0 30'60' SCALE: 1" = 30' N ID - L D - 4 0 7 0 - 2 1 CJ F TL M JB F 05 / 0 3 / 2 0 2 2 PL A N & P R O F I L E - N O R T H 2 N D E A S T RE X B U R G N O R T H N I T R O C A R W A S H RE X B U R G , I D A H O 13 C.7.1 NORTH 2ND EAST SHEET C.7.0 MO O D Y S T R E E T NORTH 2ND EAST 01HD02 02 03 04 06 05 PROPOSED SURFACE EXISTING SURFACE A A C.3.2 2 SHEET C.3.1, C.4.0, C.5.0, C.6.0 05 EL E V A T I O N 01HD 96" CIRCULAR STRUCTURE 96" CIRCULAR STRUCTURE WATER KEYNOTES INSTALL 16" PLUG INSTALL 16" X 4" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 8" WATER MAIN INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INSTALL 6" X 8" TEE WITH GATE VALVE PER CITY OF REXBURG STANDARDS. INSTALL 4" WATER SERVICE INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER CITY OF REXBURG STANDARD. INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 8" X 8" TEE INSTALL 8" GATE VALVE INSTALL 6" FIRE CONNECTION. WATER SERVICE TO HAVE A MINIMUM 1.5' VERTICAL SEPARATION TO ANY NON-POTABLE UTILITY LINE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL 16" X 6" TEE INSTALL 16" X 8" TEE INSTALL 16" VALVE 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB METBC: MATCH EXISTING TOP BACK CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. ALL DIMENSIONS PERTAINING TO PLAN AND PROFILE SHEETS C.7.0, C.7.1, C.7.2, & C.7.3 ARE SHOWN ON SHEET C.3.0 SHEET NOTE MISCELLANEOUS KEYNOTES PARKING LOT LIGHT POLE PER ELECTRICAL PLANSA STORM DRAIN KEYNOTES INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS. SEE DRAINAGE CALCULATIONS TABLE, AND DETAIL 1 SHEET C.6.0 INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 2, SHEET C.6.0 66 67 68 69 IRRIGATION KEYNOTES INSTALL 72" IRRIGATION CONCRETE STRUCTURE INSTALL 48" CULVERT (CONCRETE OR METAL) TIE INTO EXISTING CULVERT 81 82 83 SITE PLAN KEYNOTES INSTALL HEAVY DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.3.2) INSTALL 2.5' CURB & GUTTER PER CITY OF REXBURG SD-3 TIE INTO EXISTING ASPHALT, SAWCUT AS REQUIRED INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714, 714A, 714B UNLESS OTHERWISE NOTED INSTALL ADA RAMP WITH TRUNCATED DOMES PER CITY OF REXBURG SD INSTALL LANDSCAPE PER LANDSCAPE PLAN INSTALL STOP SIGN PER MUTCD STANDARDS INSTALL LIGHT DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.3.2) 01 02 03 04 05 06 07 08 SEWER KEYNOTES TIE INTO EXISTING SANITARY SEWER MANHOLE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 83 81 81 8182 82 82 82 81 51 52 5253 53 5353 4" SS PRESSURE MAIN LINE 05/04/22 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y PR E L I M I N A R Y N O T F O R CO N S T R U C T I O N FO R R E V I E W O N L Y 0+00 1+00 2+00 3+00 4+00 0+00 1+00 48 7 6 . 9 8 48 7 7 . 6 6 2+00 48 7 5 . 3 0 48 7 7 . 7 1 3+00 48 7 5 . 0 1 48 7 7 . 1 3 4+00 48 7 5 . 2 1 48 7 5 . 5 8 ST A : 0 + 4 9 . 5 9 ( - 5 . 6 8 , L ) SS M H 6 RI M : 4 8 7 7 . 1 4 IN V I N : 4 8 5 7 . 4 9 - 8 " ( N ) IN V I N : 4 8 5 7 . 2 6 - 1 2 " ( E ) IN V O U T : 4 8 5 7 . 1 6 - 1 2 " ( W ) ST A : 0 + 1 9 . 6 8 ( - 5 . 3 3 , L ) SS M H - 4 RI M : 4 8 7 0 . 1 5 IN V O U T : 4 8 5 7 . 6 1 - 8 " ( S ) 29.91' of 8" S.S. @ 0.40% ↕ 19.98' (SS) ↕ 12.54' (SS) ST A = 0 + 2 7 . 4 5 T. O . W . = 4 8 7 2 . 1 6 STA = 2+73.61 T.O.W. = 4870.48 ST A : 0 + 6 1 . 6 3 8" x 9 0 ° H O R Z . B E N D ST A : 2 + 6 2 . 6 3 8" G A T E V A L V E ST A : 2 + 7 3 . 9 0 8" x 6 " W A T E R T E E 343LF OF 8" DI WATER PIPE t o e t o e t o e to e to e t o e t o e t o e to e to e 16 ' ' W 16 ' ' W 16 ' ' W 0+00 1+00 2+00 3+00 4+00 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W SSBP : 0 + 0 0 . 0 0 PI : 4 + 2 6 . 4 8 SS 48 7 6 48 7 8 4878 48 7 8 4 8 7 8 4 8 7 7 4875 4876 4 8 7 7 487 6 SSMH 6 SSMH - 4 8" S.S. 4830 4840 4850 4860 4870 4880 4890 4900 9+00 El e v a t i o n 4830 4840 4850 4860 4870 4880 4890 4900 -1+00 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S 0 30'60' SCALE: 1" = 30' N ID - L D - 4 0 7 0 - 2 1 CJ F TL M JB F 05 / 0 3 / 2 0 2 2 PL A N & P R O F I L E - P R I V A T E D R I V E W E S T RE X B U R G N O R T H N I T R O C A R W A S H RE X B U R G , I D A H O 14 C.7.2 PRIVATE DRIVE SHEET C.3.1, C.4.0, C.5.0, C.6.0 SHEET C.7.0 01 08 0807 06 06 06 04 03 02 02 37 37 38 3943 45 PROPOSED SURFACE EXISTING SURFACE 43 INSTALL 8" 90° HORIZONTAL BEND, INCLUDING THRUST BLOCK PER ISPWC SD-403 MO O D Y S T PRIVATE DRIVE WATER KEYNOTES INSTALL 16" PLUG INSTALL 16" X 4" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 8" WATER MAIN INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INSTALL 6" X 8" TEE WITH GATE VALVE PER CITY OF REXBURG STANDARDS. INSTALL 4" WATER SERVICE INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER CITY OF REXBURG STANDARD. INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 8" X 8" TEE INSTALL 8" GATE VALVE INSTALL 6" FIRE CONNECTION. WATER SERVICE TO HAVE A MINIMUM 1.5' VERTICAL SEPARATION TO ANY NON-POTABLE UTILITY LINE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL 16" X 6" TEE INSTALL 16" X 8" TEE INSTALL 16" VALVE 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB METBC: MATCH EXISTING TOP BACK CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. ALL DIMENSIONS PERTAINING TO PLAN AND PROFILE SHEETS C.7.0, C.7.1, C.7.2, & C.7.3 ARE SHOWN ON SHEET C.3.0 SHEET NOTE MISCELLANEOUS KEYNOTES PARKING LOT LIGHT POLE PER ELECTRICAL PLANSA STORM DRAIN KEYNOTES INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS. SEE DRAINAGE CALCULATIONS TABLE, AND DETAIL 1 SHEET C.6.0 INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 2, SHEET C.6.0 66 67 68 69 IRRIGATION KEYNOTES INSTALL 72" IRRIGATION CONCRETE STRUCTURE INSTALL 48" CULVERT (CONCRETE OR METAL) TIE INTO EXISTING CULVERT 81 82 83 SITE PLAN KEYNOTES INSTALL HEAVY DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.3.2) INSTALL 2.5' CURB & GUTTER PER CITY OF REXBURG SD-3 TIE INTO EXISTING ASPHALT, SAWCUT AS REQUIRED INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714, 714A, 714B UNLESS OTHERWISE NOTED INSTALL ADA RAMP WITH TRUNCATED DOMES PER CITY OF REXBURG SD INSTALL LANDSCAPE PER LANDSCAPE PLAN INSTALL STOP SIGN PER MUTCD STANDARDS INSTALL LIGHT DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.3.2) 01 02 03 04 05 06 07 08 SEWER KEYNOTES TIE INTO EXISTING SANITARY SEWER MANHOLE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 6' MINIMUM 6' MINIMUM 42 53 5352 49 54 05/04/22 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y PR E L I M I N A R Y N O T F O R CO N S T R U C T I O N FO R R E V I E W O N L Y fl fl fl sd fl fl fl sd IR R IR R 2 1. 3 9 1 A C 4876 48 7 6 4 8 7 8 48 7 6 4 8 7 6 48 7 7 TOA:4877.66 TOA:4876.99 TOA:4876.36 TOA:4877.90 TOA:4877.30 TOA:4875.14 TOA:4875.39 TOA:4875.91 TOA:4875.74 4+ 0 0 5+00 6+00 7+00 7+32 PI: 4+26.48 EP : 7 + 3 2 . 0 7 0.9%1.8 % 1.8 % 0.5% 4 8 7 7 4877 4 8 7 7 4876 4+00 5+00 6+00 7+00 4+00 48 7 5 . 2 1 48 7 5 . 5 8 5+00 48 7 5 . 4 7 48 7 5 . 8 2 6+00 48 7 5 . 9 6 48 7 6 . 6 0 7+00 48 7 5 . 9 1 48 7 6 . 6 7 ST A = 6 + 9 1 . 4 4 T. O . W . = 4 8 6 7 . 7 2 ST A : 5 + 6 7 . 3 7 8" x 6 " W A T E R T E E 271LF OF 8" DI WATER PIPE 18" MIN. El e v a t i o n 4830 4840 4850 4860 4870 4880 4890 4900 -1+00 4830 4840 4850 4860 4870 4880 4890 4900 9+00 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION 1 H O R R O C K S E N G I N E E R S 0 30'60' SCALE: 1" = 30' N ID - L D - 4 0 7 0 - 2 1 CJ F TL M JB F 05 / 0 3 / 2 0 2 2 PL A N & P R O F I L E - P R I V A T E D R I V E S O U T H RE X B U R G N O R T H N I T R O C A R W A S H RE X B U R G , I D A H O 15 C.7.3 SHEET C.7.1 NO R T H 2 N D E A S T PROPOSED SURFACE EXISTING SURFACE 6' MINIMUM SHEET C.7.2 SHEET C.3.1, C.4.0, C.5.0, C.6.0 PRIVATE DRIVE SOUTH 01 HD PRIVATE DRIVE SOUTH WATER KEYNOTES INSTALL 16" PLUG INSTALL 16" X 4" TEE INSTALL 16" TO 14" REDUCER TIE INTO EXISTING 8" WATER MAIN INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET CITY OF REXBURG STANDARDS. INSTALL 6" X 8" TEE WITH GATE VALVE PER CITY OF REXBURG STANDARDS. INSTALL 4" WATER SERVICE INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER CITY OF REXBURG STANDARD. INSTALL 8" PLUG POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 8" X 8" TEE INSTALL 8" GATE VALVE INSTALL 6" FIRE CONNECTION. WATER SERVICE TO HAVE A MINIMUM 1.5' VERTICAL SEPARATION TO ANY NON-POTABLE UTILITY LINE INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER INSTALL 16" X 6" TEE INSTALL 16" X 8" TEE INSTALL 16" VALVE 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 LEGEND METOA: MATCH EXISTING TOP OF ASPHALT TBC: TOP BACK OF CURB DTBC: DEPRESSED TOP BACK OF CURB METBC: MATCH EXISTING TOP BACK CURB TOC: TOP OF CONCRETE METOC: MATCH EXISTING TOP OF CONCRETE TOG: TOP OF GRATE 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE. 2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS 3. ALL ELEVATIONS ARE FG 4. ALL DIMENSIONS PERTAINING TO PLAN AND PROFILE SHEETS C.7.0, C.7.1, C.7.2, & C.7.3 ARE SHOWN ON SHEET C.3.0 SHEET NOTE MISCELLANEOUS KEYNOTES PARKING LOT LIGHT POLE PER ELECTRICAL PLANSA STORM DRAIN KEYNOTES INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1. GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL INSTALL STORM DRAIN PIPE, SIZE AND LENGTH PER PLAN INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS. SEE DRAINAGE CALCULATIONS TABLE, AND DETAIL 1 SHEET C.6.0 INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 2, SHEET C.6.0 66 67 68 69 IRRIGATION KEYNOTES INSTALL 72" IRRIGATION CONCRETE STRUCTURE INSTALL 48" CULVERT (CONCRETE OR METAL) TIE INTO EXISTING CULVERT 81 82 83 SITE PLAN KEYNOTES INSTALL HEAVY DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.3.2) INSTALL 2.5' CURB & GUTTER PER CITY OF REXBURG SD-3 TIE INTO EXISTING ASPHALT, SAWCUT AS REQUIRED INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714, 714A, 714B UNLESS OTHERWISE NOTED INSTALL ADA RAMP WITH TRUNCATED DOMES PER CITY OF REXBURG SD INSTALL LANDSCAPE PER LANDSCAPE PLAN INSTALL STOP SIGN PER MUTCD STANDARDS INSTALL LIGHT DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION SUMMARY TABLE SHEET C.3.2) 01 02 03 04 05 06 07 08 SEWER KEYNOTES TIE INTO EXISTING SANITARY SEWER MANHOLE INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS) 51 52 53 54 55 PROPOSED SURFACE 05/04/22 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y PR E L I M I N A R Y N O T F O R CO N S T R U C T I O N FO R R E V I E W O N L Y fl fl fl fl fl fl fl fl fl toe toe toe toe toe toe toe toe toetoetoetoetoetoetoetoetoe toe toetoetoe eee e ee pp sd sd pp to b to b t o b to b t o b tobtobtobtobtobtobtobtobtobtob tob tob tob tob tob tob tob tob tob tob to b to b to b to b to b to b to b to b t o b to b to b to b to b to b to b to b tob to b 14'' w s LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LO D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF 48 7 5 48 7 6 4878 4879 4878 4877 4 8 7 8 48 7 7 fl fl fl fl fl fl fl fl fl toe toe toe toe toe toe toe toe toetoetoetoetoetoetoetoetoe toe toetoetoe eee e ee pp sd sd pp to b to b t o b to b t o b tobtobtobtobtobtobtobtobtobtob tob tob tob tob tob tob tob tob tob tob to b to b to b to b to b to b to b to b t o b to b to b to b to b to b to b to b tob to b 14'' w s IR R IR R IR R IR R IR R IR R 4877 48 7 8 4877 48 7 7 48 7 5 48 7 6 4 8 7 6 48 7 6 48 7 6 487 7 4 8 7 8 4876 48 7 7 4877 4876 1 5 RE V I S I O N S RE V # DA T E DR A W I N G I N F O DA T E DE S I G N E D DR A W N *S E E G E N E R A L N O T E S S H E E T WA R N I N G 0 1 2 IF T H I S B A R D O E S N O T ME A S U R E 2 " T H E N DR A W I N G I S N O T T O S C A L E CI T Y R E V I E W S E T ww w . h o r r o c k s . c o m PAGE C PR O J E C T CH E C K E D D B A # 2 3 4 21 9 4 S n a k e R i v e r P k w y . , S u i t e 2 0 5 Id a h o F a l l s , I D 8 3 4 0 2 (2 0 8 ) 5 2 2 - 1 2 2 3 PRELIMINARY NOT FOR CONSTRUCTION H O R R O C K S E N G I N E E R S 0 30'60' SCALE: 1" = 30' N LEGEND SILT FENCE SEE DETAIL THIS SHEETSFSF CONSTRUCTION FENCE INLET PROTECTION SEE DETAIL THIS SHEET STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL THIS SHEET PROPERTY BOUNDARY LIMITS OF DISTURBANCE PORTABLE TOILET CONTAINMENT JOBSITE DUMPSTER CONCRETE WASHOUT AREA DIRECTION OF EXISTING OVERLAND FLOW LOD LOD INSTALL TEMPORARY INLET PROTECTION AT STORM DRAIN INLETS, 2 BAGS HIGH PER BMP31. ALL SILT TO BE REMOVED REGULARLY(FOR EXISTING AND PROPOSED INLETS) STABILIZED CONSTRUCTION ENTRANCE PER APWA 126 AT ENTRANCES AS SHOWN. CONSTRUCT SILT FENCE/PRESERVATION PER BMP 63-68 PROVIDE DUST CONTROL FOR ENTIRE SITE. CONCRETE WASHOUT AREA APPROXIMATE QUANTITY SUMMARY LINEAR FIBER ROLL - SILT FENCE 981' CONSTRUCTION FENCE - EARTH DIKE & DRAINAGE SWALE - RIP RAP - HYDROSEEDING - STABILIZED CONSTRUCTION ENTRANCE 2 EA STABILIZED STAGING AREA 1 EA CONCRETE WASH OUT 1 EA SEDIMENT BASIN - WHEEL WASH - INLET PROTECTION 7 EA CHECK DAM - LIMITS OF DISTURBANCE ±2 AC PROJECT ACRES ±2 AC 1 2 3 4 5 1)BMP NEEDS FOR STORM WATER RUNOFF FOR A PARTICULAR AREA WILL BE DETERMINED WHEN A NEW STRUCTURE IS PROPOSED FOR CONSTRUCTION. 2)IT IS NOT INTENDED FOR THE SITE TO RECEIVE ANY ONCOMING FLOW FROM OUTSIDE SOURCES NOT CONTAINED IN EXISTING FLOW STRUCTURES. 3)FIELD MARK LIMITS OF DISTURBANCE FOR APPROVAL BY LOCAL AUTHORITY AND OBTAIN APPROPRIATE STORM WATER MANAGEMENT PERMIT. 4)INSTALL SILT FENCE AND/OR ENVIRONMENTAL FENCE AROUND PERIMETER OF PROJECT AS INDICATED ON THIS PLAN SHEET. 5)INSTALL SEDIMENT CONTROL MEASURES INDICATED IN ALL EXISTING STORM DRAIN INLETS ADJACENT TO THE CONSTRUCTION SITE. 6)CONTRACTOR WILL BEGIN DEMOLITION, GRADING, EXCAVATION, AND CONSTRUCTING SITE UTILITY IMPROVEMENTS AS NEW DRAINAGE ELEMENTS ARE COMPLETED, CONSTRUCT SEDIMENT PROTECTION AT ALL NEW INLETS. 7)AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WILL BE STABILIZED WITH NATIVE GRASS MATERIAL OUTSIDE THE STREET RIGHT OF WAY AND PAVEMENT AREAS OF PARKING AND DRIVEWAY AREAS. SITE STABILIZATION OF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO BE COMPLETED WITHIN 14 DAYS OF FINISHING AN AREA TO THE FINAL LINES AND GRADES INDICATED ON THE GRADING PLAN. 8)LANDSCAPE ESTABLISHMENT, REMOVE TEMPORARY MEASURES AND CLEAN STORM DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO PROJECT OWNER. 9)DISCHARGE FROM THE SITE WILL BE THROUGH THE NEW STORM DRAIN SYSTEM AND INTO THE SNAKE RIVER LANDING COMMUNAL SYSTEM. 10)THE BMPS AND SITE WILL BE MONITORED REGULARLY, ANY ADDITIONAL BMPS THAT ARE NEEDED WILL BE DETERMINED DURING REGULAR INSPECTIONS AND INSTALLED ACCORDING TO SPECIFICATIONS. 11)CONTRACTOR TO UTILIZE STABLIZED CONSTRUCTION ENTRANCE FOR VEHICLE TIRE WASH, AS NECESSARY. EROSION CONTROL NOTES NOTE: SEE LANDSCAPE PLAN FOR FINAL STABILIZATION ID - L D - 4 0 7 0 - 2 1 CJ F TL M JB F 05 / 0 3 / 2 0 2 2 ER O S I O N C O N T R O L RE X B U R G N O R T H N I T R O C A R W A S H RE X B U R G , I D A H O 15 C.8.0 1 INLET PROTECTION (PAVED AREA) BMP 31 RETRIEVAL STRAP OVERFLOW (PEAK STORM) SEDIMENT ACCUMULATION GEOTEXTILE FABRIC SILT FENCE BMP 63-68 EQUAL ALTERNATE: STEEL FENCE POST FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" X 2" 14 GA WIRE FABRIC OR EQUIV. BURY BOTTOM OF FILTER MATERIAL IN 8" X 12" TRENCH FILTER FABRIC MATERIAL 2" X 2" 14 GA WIRE FABRIC OR EQUIV. PROVIDE 3/4" - 1 1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OR FILTER FENCE FABRIC ON THE SURFACE 2" X 4" WOOD POST ALT: STEEL FENCE POSTS 8" 12 " 2' - 6 " 2' - 0 " 5' - 0 " 6" 12" DIAMETER ROCK 6" MIN 18" MIN 18 " M I N 48" MIN48" MIN 4" PVC PIPE FLOW CROSS-SECTION WOVEN FABRIC SANDBAG FILLED WITH COARSE SAND-MIN WEIGHT 40 LBS. 24" MIN FRONT VIEW 4" PVC PIPE FOR DRAINAGE SANDBAG BARRIER SPC-2 R25' 1" TO 3" COARSE AGGREGATE FILTER FABRIC 50' MI N PUB L I C R O A D HA R D S U R F A C E STABILIZED CONSTRUCTION ENTRANCE EC-5 30' MI N 2 3 3 3 3 4 4 5 111 4 4 4 1 2 MOODY ST PR I V A T E D R I V E NO R T H 2 N D E A S T 1 1 PROPOSED BUILDING ± 4,613 SF 05/04/22 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N FOR R E V I E W O N L Y PR E L I M I N A R Y N O T F O R CO N S T R U C T I O N FO R R E V I E W O N L Y ...\22-06 SE-1 SITE ELECTRICAL PLA 1/13/2022 2:04:00 PM NOT F O R C O N S T R U C T I O N ...\22-06 SE-2 ENLARGED POINT OF S 1/13/2022 2:06:37 PM NOT F O R C O N S T R U C T I O N PRO F E S S I O N A L EN GI N E E R ST ATE O F I D A H O A 1/ 7 / 2 2 14 1 3 4 D VID B . P O R T E R L I C E N SED GENERAL STRUCTURAL NOTES (APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS) GENERAL REQUIREMENTS: 1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNED PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OF LIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3). 2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVE BEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMING REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS. 4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUT SHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY. 5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT AND STRUCTURAL ENGINEER. 6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIRED BY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANS SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING DEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR. 7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TO ITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW. VERIFY ALL DIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A STRUCTURAL ENGINEER REGISTERED IN THE APPROPRIATE STATE. THE SHOP DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER ARE NOT TO BE CONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW (5) WORKING DAYS FOR THE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH SUBMITTAL WILL BE RETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS. BASIS FOR DESIGN: 1.BUILDING CODE: 2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS. RISK CATEGORY = II 4. SEISMIC DESIGN PARAMETERS: ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCE FACTOR Ie = 1.00 SITE CLASS D SEISMIC DESIGN CATEGORY D MAPPED SPECTRAL RESPONSE ACCELERATIONS S1 = 0.141, SS = 0.373 DESIGN SPECTRAL RESPONSE ACCELERATIONS SD1 = 0.218, SDS = 0.374 PERCENT SNOW INCLUDED WITH SEISMIC LOADS 20% VERTICAL SHEAR TRANSFER ELEMENTS: INTERMEDIATE PRECAST SHEARWALL(S)R = 4.0, CS = 0.094 5. WIND DESIGN PARAMETERS (STRENGTH): ULTIMATE WIND SPEED 115 MPH (3 SECOND GUST) WIND EXPOSURE C IMPORTANCE FACTOR Iw = 1.00 INTERNAL PRESSURE COEFFICIENT -0.18 COMPONENT AND CLADDING PRESSURE 27.8 PSF NET UPLIFT ON ROOF 4.5 PSF 2. VERTICAL LOADS: LOCATION LIVE / SNOW LOAD DEAD LOAD PRECAST ROOF 35 PSF 50 PSF 3. DEFLECTION LIMITS: ELEMENTS LIVE LOAD TOTAL LOAD ROOF PANELS L/360 L/240 BEAMS L/360 L/240 FOUNDATION NOTES: 1.FOUNDATIONS DESIGNED IN CONFORMANCE WITH RECOMMENDATIONS BY: ATLAS, INC. REPORT NO. E212744g, DATED DECEMBER 1, 2021. 2.SITE PREPARATION AND GRADING REQUIREMENTS OF THE SOIL REPORT AND ANY ADDENDUM'S SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF FOUNDATIONS. ANY TESTS OR INSPECTIONS REQUIRED BY THE SOIL REPORT SHALL BE PERFORMED PRIOR TO PLACEMENT OF FOUNDATION REINFORCING STEEL OR CONCRETE. ALTERATIONS TO SITE PREPARATION OR GRADING SHALL BE REPORTED TO THE GEOTECHNICAL ENGINEER PRIOR TO FOUNDATION CONSTRUCTION. 3.A ONE-THIRD INCREASE IN BEARING PRESSURES IS ALLOWED WITH SEISMIC OR WIND LOAD COMBINATIONS. LATERAL BEARING AND LATERAL SLIDING RESISTANCE MAY BE COMBINED. 4.ALL FOUNDATIONS SHALL BEAR ON COMPACTED ENGINEERED FILL OR COMPETENT NATIVE SOIL SUBBASE COMPACTED TO 95% DRY DENSITY (STANDARD PROCTOR). GRADE IS DEFINED AS LOWEST ADJACENT GRADE WITHIN 5 FEET OF THE BUILDING FOR PERIMETER FOOTINGS. WHERE EXTERIOR PAVING OR CONCRETE IS DIRECTLY ADJACENT TO BUILDING, GRADE IS DEFINED AS TOP OF EXTERIOR PAVING AT LEAST 5 FEET FROM BUILDING. CONCRETE FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE OF LOOSE DEBRIS OR UN-COMPACTED MATERIAL AT TIME OF CONCRETE PLACEMENT. 5.CONCRETE SLABS ON GRADE SHALL BE SUPPORTED ON A 4 INCH (MIN) LAYER OF FREE-DRAINING GRANULAR MAT (DRAINAGE FILL COURSE). THE MAT SHOULD CONSIST OF A WELL GRADED SAND AND GRAVEL MIXTURE WITH MAXIMUM 3/4-INCH CRUSHED AGGREGATE. THE GRANULAR MAT SHOULD BE COMPACTED TO NO LESS THAN 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 6.BACKFILL AGAINST RESTRAINED WALLS SHALL NOT BE PLACED UNTIL AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS AND CONCRETE OR GROUT STRENGTH HAS REACHED THE 28 DAY STRENGTH LISTED BELOW. THE SOIL DESIGN VALUES FOR THE FOUNDATION ARE: ALLOWABLE BEARING PRESSURE 2500 PSF ALLOWABLE LATERAL BEARING PRESSURE 346 PSF/FT ALLOWABLE LATERAL SLIDING COEFFICIENT .35 FOUNDATION BEARING DEPTH 36" BELOW FINISHED GRADE CONCRETE: 2.ALL NORMAL WEIGHT CONCRETE SHALL BE REGULAR WEIGHT OF 150 POUNDS PER CUBIC FOOT USING HARD-ROCK AGGREGATES. AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. 3.LAP SPLICES FOR BEAMS AND FLOOR SLABS SLABS SHALL BE ACCORDING TO CHAPTER 12 OF ACI 318 OR LAP SCHEDULE ON THESE DRAWINGS. STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. 4.ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS "CLEAR" OR "CLR" ARE TO CENTER OF STEEL. MINIMUM COVER FOR NON-PRESTRESSED CONCRETE REINFORCING SHALL BE AS FOLLOWS: 5.MAXIMUM SLUMP FOR ALL CONCRETE SHALL BE 6". PORTLAND CEMENT SHALL CONFORM TO ASTM C150. TYPE V CEMENT SHALL BE USED FOR CONCRETE IN CONTACT WITH ALKALINE SOIL, AND TYPE II ELSEWHERE. 6.NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS APPROVED BY THE TESTING AGENCY. 7.CONCRETE PLACEMENT AND QUALITY SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301 AND ACI 318. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND AND UNDER FLOOR DUCTS, ETC. CAST CLOSURE POUR, WHERE SHOWN ON PLANS AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. REMOVE ALL DEBRIS FROM FORMS BEFORE PLACING CONCRETE. ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING, DOWELS, BOLTS, ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE FORMS BEFORE PLACING THE CONCRETE. 8.ALL CONCRETE SLABS ON GRADE SHALL BE DIVIDED INTO AREAS BY CONTROL JOINTS (KEYED OR SAW CUT) SUCH THAT ONE SLAB AREA DOES NOT EXCEED A MAXIMUM LENGTH OF 24 TIMES THE SLAB THICKNESS IN BOTH DIRECTIONS (EXAMPLE: 4" SLAB = 8'-0" LENGTH). SQUARE LAYOUTS ARE PREFERRED, BUT THE SLAB GEOMETRY MAY DICTATE OTHERWISE. THE RATIO OF THE LONG TO SHORT DISTANCE SHALL NOT EXCEED 1.3. IT IS RECOMMENDED THAT SAW CUTS BE MADE WITHIN 16 HOURS OF CONCRETE BATCHING. KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING, ALL OTHER JOINTS MAY BE SAW CUT. 9.HORIZONTAL PIPES AND ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE AND SLABS ON GRADE EXCEPT WHERE SPECIFICALLY APPROVED OR NOTED BY THE STRUCTURAL ENGINEER. PIPES AND CONDUITS SHALL NOT IMPAIR THE STRENGTH OF THE WORK. 10.FLY ASH MAY BE USED ONLY IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS AND SHALL BE LIMITED TO 18 PERCENT OF CEMENTITIOUS MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURAL EXPOSED CONCRETE. 11.COLD/HOT WEATHER CONCRETE CONSTRUCTION: PROTECT CONCRETE FROM DAMAGE OR REDUCED STRENGTH IN COMPLIANCE WITH ACI 305 AND 306. 12.CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND APPROVED BY THE STRUCTURAL ENGINEER. 13.LIMIT ALKALI-SILICA REACTION (ASR) TO 0.1% EXPANSION AT 28 DAYS IN CONCRETE MIX AT ALL EXTERIOR CONCRETE AND INTERIOR CONCRETE EXPOSED TO MOISTURE. LOCATION:MINIMUM COVER TOLERANCE CAST AGAINST EARTH (FOOTINGS)3"± 3 8" SLABS ON GRADE 112"± 14" EXPOSED TO EARTH OR WEATHER - #5 AND SMALLER 112"± 3 8" EXPOSED TO EARTH OR WEATHER - #6 AND LARGER 2"± 3 8" NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND ROOF SLAB 1"18" STRUCTURAL SLABS AND WALLS 3 4"18" BEAMS AND COLUMNS (PRIMARY) REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 112"3 8" 1. MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE AS FOLLOWS: USE:CONCRETE STRENGTH: MAX W/C RATIO AIR ENTRAINMENT FOUNDATIONS 3500 PSI 0.45 5.5% ± 1% CONCRETE SLABS ON GRADE & TOPPING SLAB 3500 PSI 0.45 N/A PRECAST WALLS & ROOF HOLLOW CORE PANELS 6000 PSI 0.36 2.0% ± 1.5% REINFORCING STEEL: 1.ASTM A615 GRADE 60 (FY = 60 KSI) DEFORMED BARS FOR ALL BARS #4 AND LARGER. ASTM A615 GRADE 40 (FY = 40 KSI) DEFORMED BARS FOR ALL BARS #3 AND SMALLER. GRADE 60 DEFORMED BARS SHALL BE USED FOR CONCRETE WALLS, BEAMS, ELEVATED SLABS AND COLUMN REINFORCING. 2.WELDING OF REINFORCING BARS SHALL BE MADE ONLY TO ASTM A706 GRADE 60 BARS AND ONLY USING E90 SERIES RODS. WELDING OF REINFORCING BARS SHALL BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS. 3.REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. DEFERRED SUBMITTAL ITEMS: PRECAST WALLS AND HOLLOW CORE ROOF PANELS SHEET INDEX SHEET DESCRIPTION DETAILS S1.0 GENERAL STRUCTURAL NOTES --- S1.1 TYPICAL DETAILS T-SERIES S2.0 FOUNDATION PLAN --- S2.1 ROOF FRAMING PLAN --- S3.0 FOUNDATION DETAILS 100 - SERIES S4.0 ROOF FRAMING DETAILS 200 - SERIES S5.0 PANEL WALL ELEVATIONS --- S5.1 PANEL WALL ELEVATIONS --- CAST IN PLACE CENTERLINE CENTERLINE OF BEAM CENTERLINE OF COLUMN CENTERLINE OF WALL CLEAR CONCRETE CONCRETE CONTROL JOINT CONCRETE SAWCUT JOINT CONCRETE MASONRY UNIT CONNECTION CONTINUOUS DEAD LOAD DOWN DRAWING(S) EQUAL EQUIPMENT EXPANSION JOINT EACH WAY FINISHED FLOOR FACE OF STEEL FACE OF WALL GAUGE GALVANIZED GENERAL STRUCTURAL NOTES CENTERLINE OF FOOTING FACE OF MEMBER EXPANSION BOLT EDGE OF SLAB DIAMETER GALV GSN DN. DWG(S) EQ EQUIP EXP. JT (E.J.) E.W. F.F. F.O.S. F.O.W. GA F.O.M. EXP. BOLT E.O.S. Ø OR DIA. C.I.P. C L C.L.B. C.L.C. C.L.W. CLR CONC C.C.J. C.S.J. C.M.U. CONN. CONT D L C.L.F. W/WITH W/O WITHOUT T.O.P. U.N.O. W.W.F. TYP VERT T.O.S. T.O.W. T.O.D. T.O.F. T.O.L. T.O.M. STD T.O.B. T L SLH SLV SIM SQ PSF PSI REINF PREFAB OPP P.C. PLF N.T.S. O.C. O.F.W. TOP OF FOOTING UNLESS NOTED OTHERWISE WELDED WIRE FABRIC TOP OF MASONRY TOP OF PLATE TOP OF STEEL TOP OF WALL TYPICAL VERTICAL STANDARD TOP OF BEAM TOP OF DECK TOP OF LEDGER TOTAL LOAD OUTSIDE FACE OF WALL PRECAST CONCRETE POUNDS PER LINEAR FOOT POUNDS PER SQUARE INCH SHORT LEG VERTICAL SHORT LEG HORIZONTAL REINFORCING SIMILAR SQUARE NOT TO SCALE ON CENTER OPPOSITE PREFABRICATED AGGREGATE BASE COURSE AIR CONDITIONER ABOVE FINISHED FLOOR ALTERNATE ANCHOR BOLT AT (MEASUREMENT) BEAM BOTTOM OF BEAM BOTTOM OF DECK BEARING BELOW FINISHED FLOOR BOTTOM OF FOOTING A.B.C. A/C A.F.F. ALT A.B. @ BM B.O.B. B.O.D. BRG B.F.F B.O.F. ABBREVIATIONS LBS (#) MFR('S) M.C.J. MECH N/A LLV LLH HORIZ K(KIP) L L LONG LEG VERTICAL MANUFACTURER('S) MASONRY CONTROL JOINT NOT APPLICABLE LONG LEG HORIZONTAL POUNDS MECHANICAL HORIZONTAL 1000 POUNDS LIVE LOAD EXISTING(E) MIN MINIMUM MAX MAXIMUM POUNDS PER SQUARE FOOT GLUED-LAMINATED BEAMGLB PFT PREFAB FLOOR TRUSSES PRT PREFAB ROOF TRUSSES I.F.W.INSIDE FACE OF WALL PT PRESSURE TREATED CONCRETE COLUMNC.C. ANCHORAGE TO CONCRETE: ADHESIVE ANCHORS: HILTI HIT-HY 200 PER ICC ESR-3187 HILTI HIT-RE 500 V3 PER ICC ESR-3814 SIMPSON SET-3G PER ICC ESR-4057 MECHANICAL ANCHORS: HILTI KWIK HUS PER ICC ESR-3027 HILTI KWIK BOLT-TZ EXPANSION ANCHORS PER ICC ESR-1917 SIMPSON TITEN HD PER ICC ESR-2713 SIMPSON STRONG BOLT-2 PER ICC ESR-3037 REBAR DOWELING TO CONCRETE: ADHESIVES: HILTI HIT-HY 200 PER ICC ESR-3187 HILTI HIT-RE 500 V3 PER ICC ESR-3814 SIMPSON AT-XP PER IAPMO ER-263 SIMPSON SET-XP PER ICC ESR-2508 2.SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR OR IAPMO ER SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE. 3.INSTALL THE ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING. 4.THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS. 5.ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. POST-INSTALLED ANCHORS: 1.EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING ANCHOR TYPES. ALL ANCHORS ARE TO BE INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. SPECIAL INSPECTION ITEMS: 1.THE OWNER OR THE OWNER'S AUTHORIZED AGENT, OTHER THAN THE CONTRACTOR, SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PROVIDE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION ON THE TYPES OF WORK SPECIFIED PER IBC SECTION 1705 AND IDENTIFY THE APPROVED AGENCIES TO THE BUILDING OFFICIAL. SPECIAL INSPECTIONS ARE REQUIRED AS FOLLOWS: 2.QUALITY ASSURANCE PROGRAM: A.THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. B.THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE STRUCTURAL ENGINEER OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. CONCRETE (IBC TABLE 1705.3) VERIFICATION AND INSPECTION CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION 1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT -X 2. REINFORCING BAR WELDING: A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A 706;-X B. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5 16" ; AND X C. INSPECT ALL OTHER WELDS.X 3. INSPECT ANCHORS CAST IN CONCRETE -X 4. INSPECT ANCHORS POST INSTALLED IN HARDENED CONCRETE MEMBERS. A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. X B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A.X 5. VERIFY USE OF REQUIRED DESIGN MIX.-X 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. X - 7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.X - 8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.-X 9. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.-X 10. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.-X ANCHORAGE TO CONCRETE: ADHESIVE ANCHORS: HILTI HIT-HY 200 PER ICC ESR-3187 HILTI HIT-RE 500 V3 PER ICC ESR-3814 SIMPSON AT-XP PER IAPMO ER-263 SIMPSON SET-XP PER ICC ESR-2508 MECHANICAL ANCHORS: HILTI KWIK HUS PER ICC ESR-3027 HILTI KWIK BOLT-TZ EXPANSION ANCHORS PER ICC ESR-1917 SIMPSON TITEN HD PER ICC ESR-2713 SIMPSON STRONG BOLT-2 PER ICC ESR-3037 ADHESIVES: HILTI HIT-HY 200 PER ICC ESR-3187 HILTI HIT-RE 500 V3 PER ICC ESR-3814 SIMPSON AT-XP PER IAPMO ER-263 SIMPSON SET-XP PER ICC ESR-2508 REBAR DOWELING TO CONCRETE: SOILS (IBC TABLE 1705.6) VERIFICATION AND INSPECTION CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.-X 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.-X 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.-X 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. X - 5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. -X date drawn job no. sheet number: checked sheet title: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2021 SPOTLESS WASH SOLUTIONS USA INC. SP O T L E S S W A S H S O L U T I O N S U S A I N C TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 issued for revisions: stamp PO B O X 5 4 5 6 NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 0 - - - - - GENERAL STRUCTURAL NOTES S1.0 PROJECT MANAGER:CAD OPERATOR:JOB NO.: fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 Structural Engineering phone: 208.227.8404 This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. contact@frost-structural.com AVBBCIF-381 2.SITE PREPARATION AND GRADING REQUIREMENTS OF THE SOIL REPORT AND ANY ADDENDUM'S SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF FOUNDATIONS. ANY TESTS OR INSPECTIONS REQUIRED BY THE SOIL REPORT SHALL BE PERFORMED PRIOR TO PLACEMENT OF FOUNDATION REINFORCING STEEL OR CONCRETE. ALTERATIONS TO SITE PREPARATION OR GRADING SHALL BE REPORTED TO THE GEOTECHNICAL ENGINEER PRIOR TO FOUNDATION CONSTRUCTION. 3.A ONE-THIRD INCREASE IN BEARING PRESSURES IS ALLOWED WITH SEISMIC OR WIND LOAD COMBINATIONS. LATERAL BEARING AND LATERAL SLIDING RESISTANCE MAY BE COMBINED. 4.ALL FOUNDATIONS SHALL BEAR ON COMPACTED ENGINEERED FILL OR COMPETENT NATIVE SOIL SUBBASE COMPACTED TO 95% DRY DENSITY (STANDARD PROCTOR). GRADE IS DEFINED AS LOWEST ADJACENT GRADE WITHIN 5 FEET OF THE BUILDING FOR PERIMETER FOOTINGS. WHERE EXTERIOR PAVING OR CONCRETE IS DIRECTLY ADJACENT TO BUILDING, GRADE IS DEFINED AS TOP OF EXTERIOR PAVING AT LEAST 5 FEET FROM BUILDING. CONCRETE FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE OF LOOSE DEBRIS OR UN-COMPACTED MATERIAL AT TIME OF CONCRETE PLACEMENT. 5.CONCRETE SLABS ON GRADE SHALL BE SUPPORTED ON A 4 INCH (MIN) LAYER OF FREE-DRAINING GRANULAR MAT (DRAINAGE FILL COURSE). THE MAT SHOULD CONSIST OF A WELL GRADED SAND AND GRAVEL MIXTURE WITH MAXIMUM 3/4-INCH CRUSHED AGGREGATE. THE GRANULAR MAT SHOULD BE COMPACTED TO NO LESS THAN 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 6.BACKFILL AGAINST RESTRAINED WALLS SHALL NOT BE PLACED UNTIL AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS AND CONCRETE OR GROUT STRENGTH HAS REACHED THE 28 DAY STRENGTH LISTED THE SOIL DESIGN VALUES FOR THE FOUNDATION ARE: ALLOWABLE BEARING PRESSURE 2500 PSF ALLOWABLE LATERAL BEARING PRESSURE 346 PSF/FT ALLOWABLE LATERAL SLIDING COEFFICIENT .35 FOUNDATION BEARING DEPTH 36" BELOW FINISHED GRADE 3.A ONE-THIRD INCREASE IN BEARING PRESSURES IS ALLOWED WITH SEISMIC OR WIND LOAD COMBINATIONS. LATERAL BEARING AND LATERAL SLIDING RESISTANCE MAY BE COMBINED. 4.ALL FOUNDATIONS SHALL BEAR ON COMPACTED ENGINEERED FILL OR COMPETENT NATIVE SOIL SUBBASE COMPACTED TO 95% DRY DENSITY (STANDARD PROCTOR). GRADE IS DEFINED AS LOWEST ADJACENT GRADE WITHIN 5 FEET OF THE BUILDING FOR PERIMETER FOOTINGS. WHERE EXTERIOR PAVING OR CONCRETE IS DIRECTLY ADJACENT TO BUILDING, GRADE IS DEFINED AS TOP OF EXTERIOR PAVING AT LEAST 5 FEET FROM BUILDING. CONCRETE FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE OF LOOSE DEBRIS OR UN-COMPACTED MATERIAL AT TIME OF CONCRETE PLACEMENT. 5.CONCRETE SLABS ON GRADE SHALL BE SUPPORTED ON A 4 INCH (MIN) LAYER OF FREE-DRAINING GRANULAR MAT (DRAINAGE FILL COURSE). THE MAT SHOULD CONSIST OF A WELL GRADED SAND AND GRAVEL MIXTURE WITH MAXIMUM 3/4-INCH CRUSHED AGGREGATE. THE GRANULAR MAT SHOULD BE COMPACTED TO NO LESS THAN 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 6.BACKFILL AGAINST RESTRAINED WALLS SHALL NOT BE PLACED UNTIL AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS AND CONCRETE OR GROUT STRENGTH HAS REACHED THE 28 DAY STRENGTH LISTED BELOW. THE SOIL DESIGN VALUES FOR THE FOUNDATION ARE: ALLOWABLE BEARING PRESSURE 2500 PSF ALLOWABLE LATERAL BEARING PRESSURE 346 PSF/FT ALLOWABLE LATERAL SLIDING COEFFICIENT .35 FOUNDATION BEARING DEPTH 36" BELOW FINISHED GRADE 7. GRADE SLOPE AWAY FROM BUILDING 6" IN FIRST 10'. SPECIAL INSPECTOR: Atlas Technical Consultants 17778 E. Precision Dr. Idaho Falls ID 83401 208-529-8242 NOT F O R C O N S T R U C T I O N KEYNOTES: 1.FINISHED GRADE WHERE OCCURS 2.DO NOT EXCAVATE A TRENCH CLOSER THAN A 45 DEGREE ANGLE TO BELOW BOTTOM FOOTING OR FOUNDATION 3.BOTTOM OF CONCRETE FOOTING 4.BOTTOM OF TRENCH NOTE: A.DO NOT UNDERCUT EXISTING FOOTINGS B.NO PIPE OR OTHER UTILITIES SHALL PASS THRU WALL FOOTINGS OR UNDER COLUMN FOOTINGS 1 1 1 2 3 4 FOR CONSTRUCTION ABOVE FOOTING, SEE DETAILS. T1 TRENCH PARALLEL TO CONTINUOUS STRAP FOOTING TD01 NO SCALE KEYNOTES: 1.CONCRETE FOOTING 2.SLEEVE - PROVIDE 12" MINIMUM CLEARANCE AROUND PIPE OR CONDUIT 3.PIPE OR CONDUIT 4.CONCRETE FILL TO BE PLACED BEFORE FOOTING IS POURED - FORM SAME AS FOOTING AND POUR FULL WIDTH OF PIPE TRENCH 5.STEM WALL NOTE: A.NO PIPE SHALL PASS THRU FOOTING OR UNDER COLUMN FOOTINGS. FOR TRENCHES GREATER THAN 3'-6" BELOW BOTTOM OF FOOTING, SEE PIPE PASSING BELOW WALL FOOTING DETAIL. 1 2 3 4 5 5 4 2 1 3 T2 PIPE PASSING UNDER WALL FOOTING IN SHALLOW TRENCH TD02 NO SCALE 6" M I N 8" M I N 3' - 0 " M A X 8" MIN A SECTIONA KEYNOTES: 1.STEM WALL 2.CONCRETE FOOTING 3.1'-6" MAXIMUM - WHERE TRENCH EXCEEDS 1'-6" NOTIFY STRUCTURAL ENGINEER PRIOR TO PLACEMENT OF FOOTINGS 4.BACKFILL AND RECOMPACT TRENCH PER SOILS REPORT AND SPECIFICATIONS 5.BOTTOM OF TRENCH NOTE: A.DO NOT UNDERCUT EXISTING FOOTINGS B.NO PIPES OR OTHER UTILITIES SHALL PASS THRU WALL FOOTINGS OR UNDER COLUMN FOOTINGS 1 5 4 3 2 3' - 1 " O R G R E A T E R FOR CONSTRUCTION ABOVE FOOTING, SEE DETAILS. T3 PIPE PASSING BELOW FOOTING IN DEEP TRENCH TD03 NO SCALE KEYNOTES: 1.SLOPED FINISH GRADE 2.MINIMUM FOOTING DEPTH PER G.S.N. - 12" MINIMUM 3.DEEPEN FOOTING AS REQUIRED TO ACCOUNT FOR SLOPED GRADE 4.CONCRETE FOOTING NOTE: A.FOR ADDITIONAL INFORMATION, SEE PLANS AND DETAILS 1 4 3 2 5'-0" T4 TYPICAL DETAIL FOR FOUNDATION EMBEDMENT TD04 NO SCALE KEYNOTES: 1.CORNER DOWELS TO MATCH HORIZONTAL REINFORCEMENT 2.CONCRETE WALL WITH REINFORCEMENT 18" MIN LAP SPLICE (TYP) T5 TYPICAL CONCRETE CORNER TD05 NO SCALE 2 1 KEYNOTES: 1.CONCRETE SLAB ON GRADE 2.CONT KEYED JOINT 3.SAWCUT 18" WIDE x 14 SLAB THICKNESS IN DEPTH - CUT SHALL BE MADE SOON ENOUGH TO PREVENT SHRINKAGE CRACKING, BUT NOT SO SOON AS TO CAUSE SPALLING OF THE CONCRETE WHILE SAWING. WORK MUST BE COMPLETE WITHIN 16 HOURS OF CONCRETE PLACEMENT. NOTE: A.KEYED JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING PLACEMENT UNLESS SPECIFICALLY NOTED ON THE PLANS. B."TOOL WET JOINT", "ZIP STRIP", ETC SHALL MATCH SAWCUT REQUIREMENTS 1 2 3 1 12"6"6"12" X SAWCUT JOINT X KEYED JOINT T6 CONTROL JOINTS IN CONCRETE SLAB ON GRADE TD07 NO SCALE 6 MIN BAR OFFSET BAR CLEARANCE SPLICE DETAIL BEND & HOOK DETAILS COLUMN TIES BEAM STIRRUPS "d" 45° "d" "d" 1 2 4 5 6 10 9 8 7 3 1 5 5 9 10 8 KEYNOTES: 1.LAP - SEE G.S.N. 2.MAXIMUM 15 LAP BUT NOT MORE THAN 6" 3.WIRE TIES 4.1d (1" MINIMUM) 5.RADIUS = 3d FOR BARS NOT OVER #8; 4d FOR #9, #10, AND #1 BARS; 5d FOR #14 AND #18 BARS, 5d FOR ALL GRADE 40 BARS WITH 180 DEGREE HOOK 6.4D (4" MINIMUM) 7.12d (90 DEGREE HOOK) 8.6d (4" MINIMUM) 9.135 DEGREE BEND 10.BEND AROUND 112" PIN FOR #3 BARS. BEND AROUND 2" PIN FOR #4 BARS. BEND AROUND 212" PIN FOR #5 BARS. T7 TYPICAL REINFORCING DETAILS TD10 NO SCALE NOTES: 1.TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT. 2.UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE BEAMS, SLABS AND WALLS SHALL BE CLASS "B" TENSION LAP SPLICES. BAR SIZE CLASS B TENSION SPLICE LENGTHS f'c = 3,000 PSI f'c = 4,000 PSI f'c = 5,000 PSI HOIRZONTAL BARS W/ >12" OF CONC. BELOW VERTICAL AND BOTTOM HORIZONTAL BARS HOIRZONTAL BARS W/ >12" OF CONC. BELOW VERTICAL AND BOTTOM HORIZONTAL BARS HOIRZONTAL BARS W/ >12" OF CONC. BELOW VERTICAL AND BOTTOM HORIZONTAL BARS #3 12"12"12"12"12"12" #4 19"15"17"13"15"12" #5 29"23"26"20"23"18" #6 32"25"28"21"25"19" #7 54"41"47"36"42"32" #8 70"54"61"47"54"42" #9 89"68"77"59"69"53" #10 112"87"97"75"87"67" T9 STEEL REINFORCING LAP SPLICES IN CONCRETE TD14 NO SCALE T8 TYPICAL PIPE THROUGH STEM WALL TD61 NO SCALE NOTE: A.NO PIPE SHALL PASS THROUGH FOOTINGS OR UNDER COLUMN FOOTINGS. FOR ADDITIONAL INFORMATION SEE PLANS AND DETAILS B.MULTIPLE PIPES/CONDUIT SLEEVES ALLOWED PROVIDED SLEEVES ARE SPACED W/ MINIMUM OF 2x SLEEVE DIAMETER BETWEEN SLEEVES C.SLEEVES SHALL NOT OCCUR WITHIN 12" OF POINT LOADS OR HOLDOWN ANCHORS 1' - 0 " MI N 1 7 3 4 5 6 KEYNOTES: 1.WALL AS OCCURS, SEE PLAN 2.SIDEWALK, PAVEMENT, OR FINISH GRADE PER ARCH 3.SLEEVE, 8"Ø MAX, PROVIDE 12" MINIMUM CLEARANCE AROUND PIPE-CONDUIT 4.CONCRETE WALL, SEE PLAN 5.CONCRETE FOOTING, SEE PLAN 6.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 7.PIPE OR CONDUIT 8.SIDEWALK, PAVEMENT, OR FINISH GRADE PER ARCH 9.PROVIDE DRAINAGE SYSTEM BEHIND WALL, SEE TYPICAL DETAIL 10.FILTER FABRIC WRAPPED AROUND MIN 12"x12" OF GRAVEL BACKFILL 22 KEYNOTES: 1.CONCRETE WALL, SEE PLAN 2.3 1 2" STEEL STUD (33 MILS MIN THICKNESS) PLANT WALL PER ARCH, ATTACH W/ .145"DIA MIN SHOT PIN AT 16" O.C. 3.3 1 2" STUD BLOCKING TOP AND BOTTOM AND AT 16" O.C. REMAINDER 4.7 16" SHEATHING, ATTACH W/ #8 SELF TAPPING SCREWS AT 12" O.C. 5.SIDEWALK, PAVEMENT, OR FINISH GRADE PER ARCH 1" T10 TYPICAL PLANT WALL ATTACHMENT TD05 NO SCALE 3 2 4 1 3 T11 TYPICAL SPLICE IN CONTINUOUS STEEL CHORD/EDGE ANGLE TD_SF15 NO SCALE KEYNOTES: 1.STEEL CHORD/EDGE ANGLE - FOR SIZE AND LOCATION, SEE PLAN 2.8" LONG x 2"x3 8" THICK STEEL PLATES 1/2" M A X 1/4 TYP 1 1 2 2 5 PRO F E S S I O N A L EN GI N E E R ST ATE O F I D A H O A 1/ 7 / 2 2 14 1 3 4 D VID B . P O R T E R L I C E N SED date drawn job no. sheet number: checked sheet title: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2021 SPOTLESS WASH SOLUTIONS USA INC. SP O T L E S S W A S H S O L U T I O N S U S A I N C TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 issued for revisions: stamp PO B O X 5 4 5 6 NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 0 - - - - - TYPICAL DETAILS S1.1 PROJECT MANAGER:CAD OPERATOR:JOB NO.: fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 Structural Engineering phone: 208.227.8404 This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. contact@frost-structural.com AVBBCIF-381 NOT F O R C O N S T R U C T I O N 1 1 2 2 3 3 4 4 5 5 DD CC BB AA 4" CONCRETE SLAB ON GRADE W/ #3 AT 24" O.C. EACH WAY CENTERED IN SLAB THICKNESS OVER COMPACTED FILL. (SEE GSN) PROVIDE SLAB JOINTS PER TYPICAL DETAIL WITHIN 16 HOURS OF BATCH TIME FINISH FLOOR = VARIES CONCRETE SLAB ON GRADE 6" CONCRETE SLAB ON GRADE W/ #3 AT 24" O.C. EACH WAY CENTERED IN SLAB THICKNESS OVER COMPACTED FILL. (SEE GSN) PROVIDE SLAB JOINTS PER TYPICAL DETAIL WITHIN 16 HOURS OF BATCH TIME FINISH FLOOR = VARIES CONCRETE SLAB ON GRADE WF24 WF24 WF24 WF 2 4 WF 2 4 WF24 WF24 WF 2 4 A F36 WF 2 4 WF 2 4 WF 2 4 WF 2 4 WF24 101 101 108 105 108 105 109 104 107 106 102 103 103 103102 103102103102102106103 103 102 106 1 1 1 1 1 WF 2 4 A WF 2 4 A 2 2 2 TYP TOF=97'-10" TYP TOF=97'-10" WF 2 4 WF 2 4 TYP TOF=97'-10" TYP TOF=97'-10" TYP TOF=97'-10" D I C H A B K J G F E 137'-0" 24'-0"111'-0" 14'-0"8'-0"2'-0"3'-4"43'-1"6'-0"5'-2"3'-4"34'-0"10'-0"4'-0" 35 ' - 0 " 125'-0" 12'-0" 6'-81 2"2'-0" 17 ' - 0 " 23 ' - 0 " 5' - 0 " 12 ' - 0 " 3' - 0 " 4' - 0 " 12 ' - 0 " 4' - 0 " 2'-5" 2'-5" 3'-6"3'-4"87'-3"3'-4"23'-0" 2'-0" 10 ' - 0 " 3' - 8 " 6' - 4 " 20 ' - 0 " 15 ' - 0 " 7' - 1 0 1 2" 3' - 4 " 3' - 9 1 2" 4' - 9 " 10 ' - 6 " 4' - 9 " 5' - 0 " 15 ' - 0 " 5' - 0 " 20 ' - 0 " 40 ' - 0 " 102'-8"22'-4" 3'-31 2" 4' - 0 " 4' - 0 " 20 ' - 0 " 4'-7" 4' - 9 " 10 ' - 6 " 4' - 9 " 8'-0"12'-0"105'-0" 2'-1" SCALE: FOUNDATION PLAN 3/16" = 1'-0" PRO F E S S I O N A L EN G I N E E R S T ATE O F I D A H O A 1/ 7 / 2 2 14 1 3 4 D VID B . P O R T E R L I C E N SED FOOTING SCHEDULE NOTES: 1. FOR CONSTRUCTION ABOVE FOOTING, SEE DETAILS. 2. FOR MINIMUM CLEARANCE (CLR) OF REINFORCING, SEE GENERAL STRUCTURAL NOTES (GSN). MARK LENGTH WIDTH THICKN ESS FOOTING REINFORCING REMARKS F36 36"36"10"(4) #4 CONT TOP & BOTTOM --- WF24 CONT 24"10"(2) #4 CONT BOTTOM WF24A CONT 24"10"(3) #4 CONT TOP & BOTTOM --- STRIP FOOTING 1.PRE-FINISHED METAL PANEL PER ARCH 2.TURN DOWN SLAB TO BE USED AT OPENING, SEE DETAIL 106 PLAN KEYNOTESX A.VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL DRAWINGS. B.ALL SCHEDULED MARK DESIGNATIONS MAY NOT NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THIS PROJECT. C.THE DEPTH OF FOOTING DIMENSION INDICATED IN THE G.S.N. IS A MINIMUM. FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE SOILS REPORT AND OTHER TRADES TO INSURE THAT THESE MINIMUMS ARE SUFFICIENT FOR THE WORK. SEE TYPICAL DETAILS FOR ADDITIONAL REQUIREMENTS. D. WALLS WITH SOLID LINES DESIGNATED STRUCTURAL (BEARING) WALLS. E. WALLS WITH DASHED LINES DESIGNATE NON-STRUCTURAL (NON-BEARING) WALLS. F.W1, W2, ETC. - AS SHOWN ON PLAN INDICATES CONCRETE OR MASONRY WALLS. SEE WALL SCHEDULE FOR ADDITIONAL INFORMATION. G.WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES A CONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL INFORMATION. H.F36, F48, ETC. - AS SHOWN ON PLAN INDICATES A CONCRETE FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL INFORMATION. I.VERIFY EXACT SIZE AND LOCATION OF DEPRESSED AND/OR RAISED SLABS WITH ARCHITECTURAL DRAWINGS. J.FOR SIDEWALK AND LANDING LOCATIONS, SEE ARCHITECTURAL DRAWINGS. K.VERIFY EXACT SIZE AND LOCATION OF OPENINGS IN PRECAST CONCRETE WALL PANELS WITH ARCHITECTURAL DRAWINGS. FOUNDATION PLAN NOTES NORTH date drawn job no. sheet number: checked sheet title: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2021 SPOTLESS WASH SOLUTIONS USA INC. SP O T L E S S W A S H S O L U T I O N S U S A I N C TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 issued for revisions: stamp PO B O X 5 4 5 6 NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 0 - - - - - FOUNDATION PLAN S2.0 PROJECT MANAGER:CAD OPERATOR:JOB NO.: fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 Structural Engineering phone: 208.227.8404 This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. contact@frost-structural.com AVBBCIF-381 NOT F O R C O N S T R U C T I O N 1 1 2 2 3 3 4 4 5 5 DD CC BB AA 202202 201 203 203 210 205 202 203 8" PRECAST HOLLOW CORE PANELS AT 48" O.C. (UNO) 8" PRECAST HOLLOW CORE PANELS AT 48" O.C. (UNO) 1 1 2 2 205 204 201 201 204 3 3 28.5 KIPS (STRENGTH) TYP 208 209 206 TYP 208 207 D I C H A B K J G F (4) #4 DOWELS EVENLY SPACED AT PANEL JOINT (3) #4 DOWELS EVENLY SPACED AT PANEL JOINT (2) #4 DOWELS AT 1/3 POINTSTYP 208 (3) #4 DOWELS EVENLY SPACED AT PANEL JOINT (4) #4 DOWELS EVENLY SPACED AT PANEL JOINT (4) #4 DOWELS EVENLY SPACED AT PANEL JOINT (3) #4 DOWELS EVENLY SPACED AT PANEL JOINT(2) #4 DOWELS AT 1/3 POINTS(4) #4 DOWELS EVENLY SPACED AT PANEL JOINT (3) #4 DOWELS EVENLY SPACED AT PANEL JOINTE SCALE: ROOF FRAMING PLAN 3/16" = 1'-0" PRO F E S S I O N A L EN G I N E E R S T ATE O F I D A H O A 1/ 7 / 2 2 14 1 3 4 D VID B . P O R T E R L I C E N SED NORTH 1.ROOF PANEL LESS THAN 48" WIDE 2.FINAL PANEL LAYOUT BY PRECAST MANUFACTURER AND TO BE REVIEWED BY FROST STRUCTURAL ENGINEERING 3.PRE-FINISHED METAL PANEL PER ARCH PLAN KEYNOTESX ROOF FRAMING PLAN NOTES A.VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL DRAWINGS. B.ALL SCHEDULED MARK DESIGNATIONS MAY NOT NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THIS PROJECT. C.IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY. D.TYPICAL BEARING WALL FRAMING SHALL BE 8" PRECAST CONCRETE WALLS. E. WALLS WITH SOLID LINES DESIGNATED STRUCTURAL (BEARING) WALLS. F. WALLS WITH DASHED LINES DESIGNATE NON-STRUCTURAL (NON-BEARING) WALLS. G.FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF FRAMING CONDITION. H.FOR CLARITY, ALL ROOF OPENINGS MAY NOT BE SHOWN ON THE ROOF FRAMING PLAN. FOR EXACT SIZE, NUMBER AND LOCATION OF OPENINGS, SEE ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. FOR FRAMING AT OPENINGS, SEE TYPICAL DETAILS. I. INDICATES HVAC EQUIPMENT ON ROOF OR IN ATTIC SPACE. SEE TYPICAL DETAILS FOR FRAMING INFORMATION. J.VERIFY EXACT SIZE AND WEIGHT OF EQUIPMENT ON ROOF WITH MECHANICAL DRAWINGS. PROJECT MANAGER:CAD OPERATOR:JOB NO.: fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 Structural Engineering phone: 208.227.8404 This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. contact@frost-structural.com AVBBCIF-381 date drawn job no. sheet number: checked sheet title: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2021 SPOTLESS WASH SOLUTIONS USA INC. SP O T L E S S W A S H S O L U T I O N S U S A I N C TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 issued for revisions: stamp PO B O X 5 4 5 6 NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 0 - - - - - ROOF FRAMING PLAN S2.1 NOT F O R C O N S T R U C T I O N KEYNOTES: 1.8" CONCRETE PRECAST WALL PANEL, SEE PLAN 2.CONCRETE SLAB ON GRADE, SEE PLAN 3.EMBED CHANNEL BY PRECAST 4.3 8"x3"x0'-8" PLATE EACH SIDE 5.112" SHIM AND GROUT 6.12"x12"x1'-0" EMBED PLATE W/ (4) 12"Ø x 5" LONG HEADED STUDS 7.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 8.CONCRETE FOOTING, SEE PLAN 9.MINIMUM FOOTING DEPTH, SEE GSN 10.FINISH GRADE PER ARCH 11.GROUT OVER ALL EXPOSED STEEL BELOW GRADE 101 CONCRETE PRECAST WALL AT FOUNDATION NO SCALE 102 CONCRETE PRECAST WALL AT FOUNDATION NO SCALE 3" CLR 3" CL R 7 8 1 9 10 3 4 5 6 2 KEYNOTES: 1.PRECAST WALL PANEL BEYOND, SEE PLAN 2.CONCRETE SLAB ON GRADE, SEE PLAN 3.EMBED CHANNEL BY PRECAST 4.3 8"x3"x0'-8" PLATE EACH SIDE 5.112" SHIM AND GROUT 6.12"x12"x1'-0" EMBED PLATE W/ (4) 12"Ø x 5" LONG HEADED STUDS 7.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 8.CONCRETE FOOTING, SEE PLAN 9.MINIMUM FOOTING DEPTH, SEE GSN 10.FINISH GRADE PER ARCH 11.8" CONCRETE PRECAST WALL PANEL, SEE PLAN 12.#4 x 2'-0" DRILL AND EPOXY PER GSN 13.GROUT OVER ALL EXPOSED STEEL BELOW GRADE 3" CLR 3" CL R 7 8 1 9 10 3 4 5 6 2 11 12 KEYNOTES: 1.8" CONCRETE PRECAST WALL PANEL, SEE PLAN 2.CONCRETE SLAB ON GRADE, SEE PLAN 3.EMBED CHANNEL BY PRECAST 4.3 8"x3"x0'-8" PLATE EACH SIDE 5.112" SHIM AND GROUT 6.12"x12"x1'-0" EMBED PLATE W/ (4) 12"Ø x 5" LONG HEADED STUDS 7.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 8.CONCRETE FOOTING, SEE PLAN 9.MINIMUM FOOTING DEPTH, SEE GSN 10.FINISH GRADE PER ARCH 11.NON-STRUCTURAL FURRED OUT WOOD STUD WALL 12.GROUT OVER ALL EXPOSED STEEL BELOW GRADE 103 CONCRETE PRECAST WALL AT FOUNDATION NO SCALE 3" CLR 3" CL R 7 8 1 9 10 3 4 5 6 2 11 KEYNOTES: 1.8" CONCRETE PRECAST WALL PANEL, SEE PLAN 2.CONCRETE SLAB ON GRADE, SEE PLAN 3.EMBED CHANNEL BY PRECAST 4.3 8"x3"x0'-8" PLATE EACH SIDE 5.112" SHIM AND GROUT 6.12"x12"x1'-0" EMBED PLATE W/ (4) 12"Ø x 5" LONG HEADED STUDS 7.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 8.CONCRETE FOOTING, SEE PLAN 9.GROUT OVER ALL EXPOSED STEEL BELOW GRADE 105 CONCRETE PRECAST WALL AT FOUNDATION NO SCALE 3" CLR 3" CL R 7 8 1 2 3 4 5 6 2 KEYNOTES: 1.8" CONCRETE PRECAST WALL PANEL, SEE PLAN 2.CONCRETE SLAB ON GRADE, SEE PLAN 3.EMBED CHANNEL BY PRECAST 4.3 8"x3"x0'-8" PLATE EACH SIDE 5.112" SHIM AND GROUT 6.12"x12"x1'-0" EMBED PLATE W/ (4) 12"Ø x 5" LONG HEADED STUDS 7.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 8.CONCRETE FOOTING, SEE PLAN 9.NON-STRUCTURAL FURRED OUT WOOD STUD WALL 10.GROUT OVER ALL EXPOSED STEEL BELOW GRADE 104 CONCRETE PRECAST WALL AT FOUNDATION NO SCALE 3" CLR 3" CL R 7 8 1 2 3 4 5 6 2 9 107 CONCRETE PRECAST WALL AT FOUNDATION NO SCALE KEYNOTES: 1.PRECAST WALL PANEL BEYOND, SEE PLAN 2.CONCRETE SLAB ON GRADE, SEE PLAN 3.EMBED CHANNEL BY PRECAST 4.3 8"x3"x0'-8" PLATE EACH SIDE 5.112" SHIM AND GROUT 6.12"x12"x1'-0" EMBED PLATE W/ (4) 12"Ø x 5" LONG HEADED STUDS 7.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 8.CONCRETE FOOTING, SEE PLAN 9.8" CONCRETE PRECAST WALL PANEL, SEE PLAN 10.#4 x 2'-0" DRILL AND EPOXY PER GSN 11.GROUT OVER ALL EXPOSED STEEL BELOW GRADE 3" CLR 3" CL R 7 8 1 2 3 4 5 6 2 9 10 109 TRENCH DRAIN IN CONCRETE SLAB NO SCALE KEYNOTES: 1.#4 BENT DOWEL AT 18" O.C. 2.TRENCH DRAIN, SEE ARCHITECTURAL DRAWINGS 3.CONCRETE SLAB ON GRADE, SEE PLAN 1'-3" MIN LAP 1'-6" MIN 6" M I N 3 12 TYP 1/4 TYP 1/4 TYP TYP 1/4 TYP TYP 1/4 TYP TYP 1/4 TYP TYP 1/4 TYP TYP 1/4 11 9 10 11 13 12 106 CONCRETE SLAB AT FOUNDATION CW_S104 NO SCALE 3" CLR 3" CL R 8 7 6 5 4 3 1 2 KEYNOTES: 1.WALL BEYOND, SEE PLAN 2.#4 BENT DOWEL AT 24" O.C. 3.CONCRETE SLAB ON GRADE, SEE PLAN 4.6" SLAB TURN DOWN TO FOUNDATION, #3 REBAR 24" O.C. 5.CONCRETE FOOTING, SEE PLAN 6.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 7.MINIMUM FOOTING DEPTH, SEE GSN 8.SIDEWALK, PAVEMENT, OR FINISH GRADE PER ARCH 18" 24" KEYNOTES: 1.CONCRETE SLAB ON GRADE, SEE PLAN 2.CONT L13 4x13 4x14 W/ 14"Ø x 2" HEADED STUDS AT 18" O.C. 3.L212x212x14 W/ 14"Ø x 2" HEADED STUDS AT 18" O.C. 4.#4 BENT BARS AT 18" O.C. 5.8" CAST IN PLACE CONCRETE WALL, SEE PLAN 6.#4 BARS AT 18" O.C., EACH WAY 7.WATER STOP, SEE ARCH 8.CONCRETE SLAB W/ REINFORCEMENT, SEE PLAN 9.STEEL EMBED PLATE W/ (4) 12"Ø x 3" LONG HEADED STUDS 10.#4 x 2'-0" DRILL AND EPOXY PER GSN 11.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 12.SLOPED FLOOR PER ARCH 108 TRENCH DRAIN NO SCALE 1 4 11 6" B.O. PIT VARIES 9 2 4 5 10 66 1 3 5 10 66 7 8 12 PER ARCH PER ARCH PRO F E S S I O N A L EN GI N E E R ST ATE O F I D A H O A 1/ 7 / 2 2 14 1 3 4 D VID B . P O R T E R L I C E N SED PROJECT MANAGER:CAD OPERATOR:JOB NO.: fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 Structural Engineering phone: 208.227.8404 This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. contact@frost-structural.com AVBBCIF-381 date drawn job no. sheet number: checked sheet title: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2021 SPOTLESS WASH SOLUTIONS USA INC. SP O T L E S S W A S H S O L U T I O N S U S A I N C TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 issued for revisions: stamp PO B O X 5 4 5 6 NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 0 - - - - - FOUNDATION DETAILS S3.0 NOT F O R C O N S T R U C T I O N 202 PRECAST ROOF PANEL AT PRECAST CONCRETE WALL NO SCALE KEYNOTES: 1.PRECAST CONCRETE WALLS, SEE PLAN 2.CONCRETE CORBEL BY PRECAST MANUFACTURER 3.CONT 12" x 3" KOROLATH BEARING PAD OR EQUAL 4.PRECAST ROOF PANEL, SEE PLAN 5.1/4"x4"x4" EMBED PLATE W/ (1) 5 8"x5" HEADED STUD AT 48" O.C. 6.CONT L4x4X1/4 ANGLE 201 PRECAST ROOF PANEL AT PRECAST CONCRETE WALL NO SCALE KEYNOTES: 1.1/4"x4"x4" EMBED PLATE W/ (1) 5 8"x5" HEADED STUD AT 48" O.C. 2.PRECAST CONCRETE WALLS, SEE PLAN 3.PRECAST ROOF PANEL, SEE PLAN 4.CONT 12" x 3" KOROLATH BEARING PAD OR EQUAL 5.CONCRETE CORBEL BY PRECAST MANUFACTURER 6.CONT L4x4X1/4 ANGLE 6" 4" MIN BEARING 4" MIN BEARING 6" 1 2 3 1 5 4 2 34 5 NOTE: A.PRECAST MANUFACTURER SHALL DESIGN PARAPET FOR ±38 PSF (ASD) WIND LOAD NOTE: A.PRECAST MANUFACTURER SHALL DESIGN PARAPET FOR ±38 PSF (ASD) WIND LOAD 203 PRECAST ROOF PANEL AT PRECAST CONCRETE WALL NO SCALE KEYNOTES: 1.PRECAST CONCRETE WALLS, SEE PLAN 2.1/4"x4"x4" EMBED PLATE W/ (1) 5 8"x5" HEADED STUD AT 32" O.C. 3.PRECAST ROOF PANEL, SEE PLAN NOTE: A.PRECAST MANUFACTURER SHALL DESIGN PARAPET FOR ±38 PSF (ASD) WIND LOAD 3 1 205 PRECAST ROOF PANEL AT PRECAST CONCRETE WALL NO SCALE 2 3" MIN BEARING 204 PRECAST ROOF PANEL AT PRECAST CONCRETE WALL NO SCALE KEYNOTES: 1.12" LONG #5 REBAR DOWEL AT 12" O.C. DRILL AND EPOXY INTO WALL W/ SIMPSON SET-3G EPOXY AND 6" EMBEDMENT INTO WALL 2.PRECAST ROOF PANEL, SEE PLAN 3.PRECAST CONCRETE WALLS, SEE PLAN 2 3 KEYNOTES: 1.#4 BENT DOWEL AT 48" O.C. STAGGERED EACH DIRECTION, DRILL AND EPOXY INTO WALL 10" 2.PRECAST ROOF PANEL, SEE PLAN 3.PRECAST CONCRETE WALLS, SEE PLAN 4.CONT 12" x 3" KOROLATH BEARING PAD OR EQUAL 5.36" LONG #4 BAR AT EACH BENT DOWEL 6.GROUT IN PLACE EVERY CELL WHERE THAT HAS A REBAR DOWEL, BREAK OUT HOLLOWCORE AS NEEDED TO INSERT REBAR 2 3 44 1 1 3/164 5 6 6 2 2 3/164 3/16 4 3/16 4 206 PRECAST ROOF PANEL AT PRECAST CONCRETE WALL NO SCALE KEYNOTES: 1.PRECAST CONCRETE WALLS, SEE PLAN 2.CONCRETE CORBEL BY PRECAST MANUFACTURER 3.CONT 12" x 3" KOROLATH BEARING PAD OR EQUAL 4.PRECAST ROOF PANEL, SEE PLAN 5.1/4"x4"x4" EMBED PLATE W/ (1) 5 8"x5" HEADED STUD AT 48" O.C. 6.12" LONG L4x4X1/4 ANGLE AT EACH EMBED PLATE 7.CONT L5x5x3 8 ANGLE W/ 5 8"Øx6" TITEN HD ANCHOR AT 16" O.C. 8.600S162-43 STEEL STUD JOIST AT 24" O.C. 9.12"x6" TITEN HD ANCHOR AT 4'-0" O.C. (EVERY OTHER JOIST) 10.7 16" ROOF SHEATHING W/ #6 SELF TAPPING SCREWS AT 6" O.C. 11.CONT 600T150-43 STEEL TRACK 12.3" LONG L3x3x14 ANGLE CLIP AT EACH ANCHOR 6" 4" MIN BEARING 1 2 3 4 5 NOTE: A.PRECAST MANUFACTURER SHALL DESIGN PARAPET FOR ±38 PSF (ASD) WIND LOAD 5 6 3/16 4 3" MIN BEARING 3 5 6 5 3/16 4 5 2" 7 98 10 207 PRECAST ROOF PANEL AT PRECAST CONCRETE WALL NO SCALE KEYNOTES: 1.PRECAST CONCRETE WALLS, SEE PLAN 2.1/4"x4"x4" EMBED PLATE W/ (1) 5 8"x5" HEADED STUD AT 8" O.C. 3.PRECAST ROOF PANEL, SEE PLAN NOTE: A.PRECAST MANUFACTURER SHALL DESIGN PARAPET FOR ±38 PSF (ASD) WIND LOAD 3 1 2 2 3/16 4 3/16 4 208 CONCRETE PANEL AT CONCRETE PANEL NO SCALE KEYNOTES: 1.PRECAST ROOF PANEL, SEE PLAN 2.#4 REBAR DOWEL AT SPACING SPECIFIED ON THE ROOF PLAN 3.GROUT IN PLACE EVERY CELL WHERE THAT HAS A REBAR DOWEL, BREAK OUT HOLLOWCORE AS NEEDED TO INSERT REBAR 3 1 2 209 PRECAST ROOF PANEL AT PRECAST CONCRETE WALL NO SCALE KEYNOTES: 1.1/4"x4"x4" EMBED PLATE W/ (1) 5 8"x5" HEADED STUD AT 48" O.C. 2.PRECAST CONCRETE WALLS, SEE PLAN 3.PRECAST ROOF PANEL, SEE PLAN 4.CONT 12" x 3" KOROLATH BEARING PAD OR EQUAL 5.CONCRETE CORBEL BY PRECAST MANUFACTURER 6.CONT L4x4X1/4 ANGLE 7.600S162-43 STEEL STUD JOIST AT 24" O.C. 8.12"x6" TITEN HD ANCHOR AT 4'-0" O.C. (EVERY OTHER JOIST) 9.7 16" ROOF SHEATHING W/ #6 SELF TAPPING SCREWS AT 6" O.C. 10.CONT 600T150-43 STEEL TRACK 11.3" LONG L3x3x14 ANGLE CLIP AT EACH ANCHOR 4" MIN BEARING 6" 2 3 1 5 4 NOTE: A.PRECAST MANUFACTURER SHALL DESIGN PARAPET FOR ±38 PSF (ASD) WIND LOAD 1 3/164 6 2'-0" 210 PRECAST ROOF PANEL AT PRECAST CONCRETE WALL NO SCALE KEYNOTES: 1.PRECAST CONCRETE WALLS, SEE PLAN 2.1/4"x4"x4" EMBED PLATE W/ (1) 5 8"x5" HEADED STUD AT 32" O.C. 3.PRECAST ROOF PANEL, SEE PLAN 4.C6x8.2 AT 24" O.C. 5.(2) 1 2"x5" TITEN HD ANCHOR 6.7 16" ROOF SHEATHING W/ #6 SELF TAPPING SCREWS AT 6" O.C. NOTE: A.PRECAST MANUFACTURER SHALL DESIGN PARAPET FOR ±38 PSF (ASD) WIND LOAD 3 1 2 2 3/16 4 3/16 4 1 6 15" 14 " 1/4 1111 12 10" 10 " 10 " 1 8 7 9 2'-0"10 10 1/4 11 8 7 9 10 10 1/4 11 2'-0" PRO F E S S I O N A L EN GI N E E R ST ATE O F I D A H O A 1/ 7 / 2 2 14 1 3 4 D VID B . P O R T E R L I C E N SED PROJECT MANAGER:CAD OPERATOR:JOB NO.: fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 Structural Engineering phone: 208.227.8404 This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. contact@frost-structural.com AVBBCIF-381 date drawn job no. sheet number: checked sheet title: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. SPOTLESS WASH SOLUTIONS USA INC, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF SPOTLESS WASH SOLUTIONS USA INC. COPYRIGHT 2021 SPOTLESS WASH SOLUTIONS USA INC. SP O T L E S S W A S H S O L U T I O N S U S A I N C TW I N F A L L S , I D A H O 8 3 3 0 3 PH . ( 2 0 8 ) 8 4 1 - 4 5 2 4 issued for revisions: stamp PO B O X 5 4 5 6 NI T R O C A R W A S H RE X B U R G , I D 13 7 1 N 2 N D E RE X B U R G , I D 8 3 4 4 0 - - - - - ROOF FRAMING DETAILS S4.0 NOT F O R C O N S T R U C T I O N ...\22-06 P-1 WASTE AND VENT FLOOR 1/13/2022 2:25:20 PM NOT F O R C O N S T R U C T I O N ...\22-06 P-2 WATER AND GAS FLOOR 1/13/2022 3:31:19 PM NOT F O R C O N S T R U C T I O N ...\22-06 P-3 PLUMBING FIXTURE SCH 1/13/2022 2:33:14 PM NOT F O R C O N S T R U C T I O N ...\21-93 M-1 HVAC FLOOR PLAN.dgn 1/13/2022 2:27:52 PM NOT F O R C O N S T R U C T I O N ...\21-93 M-2 HVAC ROOF PLAN.dgn 1/13/2022 2:30:48 PM NOT F O R C O N S T R U C T I O N Air System Sizing Summary for RTU-1 Project Name: 21-93 DR.SHINE CARWASH 08/18/2021 Prepared by: Kartchner Beaucannon Associates 01:14PM Air System Information Air System Name ............................................. RTU-1 Equipment Class ....................................... SPLT AHU Air System Type .............................................. SZCAV Number of zones .......................................................... 1 Floor Area .............................................................. 436.0 ft² Location ............................................ Idaho Falls, Idaho Sizing Calculation Information Calculation Months .................................... Jan to Dec Sizing Data .......................................... User-Modified Zone CFM Sizing ................ Sum of space airflow rates Space CFM Sizing ............ Individual peak space loads Central Cooling Coil Sizing Data Total coil load ......................................................... 2.2 Tons Total coil load ....................................................... 26.4 MBH Sensible coil load ................................................. 26.4 MBH Coil CFM at Aug 1500 ......................................... 1200 CFM Max block CFM ................................................... 1200 CFM Sum of peak zone CFM ....................................... 1200 CFM Sensible heat ratio .............................................. 1.000 CFM/Ton ............................................................ 545.3 ft²/Ton ................................................................. 198.1 BTU/(hr·ft²) ........................................................... 60.6 Water flow @ 10.0 °F rise ...................................... N/A Load occurs at ................................................ Aug 1500 OA DB / WB ................................................... 92.0 / 61.0 °F Entering DB / WB ........................................... 82.3 / 62.9 °F Leaving DB / WB ........................................... 58.0 / 54.9 °F Coil ADP .................................................................. 55.3 °F Bypass Factor ........................................................ 0.100 Resulting RH .............................................................. 37 % Design supply temp. ................................................ 58.0 °F Zone T-stat Check ................................................. 0 of 1 OK Max zone temperature deviation ................................ 7.0 °F Central Heating Coil Sizing Data Max coil load ........................................................ 15.6 MBH Coil CFM at Des Htg ........................................... 1200 CFM Max coil CFM ...................................................... 1200 CFM Water flow @ 20.0 °F drop .................................... N/A Load occurs at ................................................... Des Htg BTU/(hr·ft²) .............................................................. 35.7 Ent. DB / Lvg DB ............................................ 70.0 / 84.3 °F Supply Fan Sizing Data Actual max CFM .................................................. 1200 CFM Standard CFM ..................................................... 1008 CFM Actual max CFM/ft² ............................................... 2.75 CFM/ft² Fan motor BHP ........................................................ 0.00 BHP Fan motor kW .......................................................... 0.00 kW Fan static ................................................................. 0.00 in wg Outdoor Ventilation Air Data Design airflow CFM ................................................. 27 CFM CFM/ft² ................................................................. 0.06 CFM/ft² CFM/person ........................................................... 13.58 CFM/person Air System Sizing Summary for RTU-2 Project Name: 21-93 DR.SHINE CARWASH 08/18/2021 Prepared by: Kartchner Beaucannon Associates 01:19PM Air System Information Air System Name ............................................. RTU-2 Equipment Class ....................................... SPLT AHU Air System Type .............................................. SZCAV Number of zones .......................................................... 1 Floor Area .............................................................. 166.0 ft² Location ............................................ Idaho Falls, Idaho Sizing Calculation Information Calculation Months .................................... Jan to Dec Sizing Data .......................................... User-Modified Zone CFM Sizing ................ Sum of space airflow rates Space CFM Sizing ............ Individual peak space loads Central Cooling Coil Sizing Data Total coil load ......................................................... 2.9 Tons Total coil load ....................................................... 34.5 MBH Sensible coil load ................................................. 34.5 MBH Coil CFM at Jul 1400 ........................................... 1200 CFM Max block CFM ................................................... 1200 CFM Sum of peak zone CFM ....................................... 1200 CFM Sensible heat ratio .............................................. 1.000 CFM/Ton ............................................................ 417.3 ft²/Ton ................................................................... 57.7 BTU/(hr·ft²) ......................................................... 207.9 Water flow @ 10.0 °F rise ...................................... N/A Load occurs at .................................................. Jul 1400 OA DB / WB ................................................... 91.0 / 60.7 °F Entering DB / WB ........................................... 89.7 / 59.4 °F Leaving DB / WB ........................................... 58.0 / 47.7 °F Coil ADP .................................................................. 54.5 °F Bypass Factor ........................................................ 0.100 Resulting RH .............................................................. 17 % Design supply temp. ................................................ 58.0 °F Zone T-stat Check ................................................. 0 of 1 OK Max zone temperature deviation ................................ 8.7 °F Central Heating Coil Sizing Data Max coil load .......................................................... 3.6 MBH Coil CFM at Des Htg ........................................... 1200 CFM Max coil CFM ...................................................... 1200 CFM Water flow @ 20.0 °F drop .................................... N/A Load occurs at ................................................... Des Htg BTU/(hr·ft²) .............................................................. 21.8 Ent. DB / Lvg DB ............................................ 59.6 / 62.9 °F Supply Fan Sizing Data Actual max CFM .................................................. 1200 CFM Standard CFM ..................................................... 1008 CFM Actual max CFM/ft² ............................................... 7.23 CFM/ft² Fan motor BHP ........................................................ 0.00 BHP Fan motor kW .......................................................... 0.00 kW Fan static ................................................................. 0.00 in wg Outdoor Ventilation Air Data Design airflow CFM ................................................. 10 CFM CFM/ft² ................................................................. 0.06 CFM/ft² CFM/person ............................................................. 0.00 CFM/person COMcheck Software Version 4.1.5.3 Mechanical Compliance Certificate Project Title: 2018 IECC Project Type: New Construction Location: Rexburg, Idaho Climate Zone: 6b Construction Site: 1371 N 2ND E REXBURG, ID Owner/Agent: JOSH HOWA HOWA DESIGN 1891 N. WILDWOOD ST. TWIN FALLS, ID 83303 208-841-4524 Designer/Contractor: TYLER BEAUCANNON KARTCHER BEAUCANNON ASSOCIATES 1301 S FIVE MILE RD BOISE, ID 83709 208-888-7145 tbeaucannon@kbamep.com Project Information Energy Code: NITRO CAR WASH Credits: 1.0 Required 1.0 Proposed Reduced Lighting Power, 1.0 credit Additional Efficiency Package(s) Mechanical Systems List Quantity System Type & Description Heating: 1 each − Central Furnace, Gas, Capacity = 67 kBtu/h Proposed Efficiency = 81.00% Et, Required Efficiency: 80.00 % Et or 80% AFUE Cooling: 1 each − Single Package DX Unit, Capacity = 35 kBtu/h, Air−Cooled Condenser, Air Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency: 14.00 SEER Fan System: None 2 RTU (Single Zone): Heating: 1 each − Unit Heater, Gas, Capacity = 30 kBtu/h Proposed Efficiency = 82.00% Ec, Required Efficiency: 80.00 % Ec Fan System: None 2 HVAC System 2 (Single Zone): Heating: 1 each − Radiant Heater, Gas, Capacity = 34 kBtu/h No minimum efficiency requirement applies Fan System: None 1 HVAC System 3 (Single Zone): Heating: 1 each − Central Furnace, Gas, Capacity = 143 kBtu/h Proposed Efficiency = 92.00% Et, Required Efficiency: 80.00 % Et or 80% AFUE Fan System: None 1 MAU (Single Zone): Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2018 IECC requirements in COM check Version 4.1.5.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Project Title: Data filename: NITRO CAR WASH H:\Google Drive\2022\22-06 Nitro Carwash\ComCheck.cck 01/13/22Report date: 121 of Page ...\21-93 M-3 MECHANICAL SCHEDULES 1/13/2022 2:33:26 PM NOT F O R C O N S T R U C T I O N ...\21-93 M-4 MECHANICAL DETAILS.d 1/13/2022 2:34:15 PM NOT F O R C O N S T R U C T I O N ...\22-06 E-1 POWER FLOOR PLAN.dgn 1/13/2022 2:24:33 PM 14. ALL ELECTRICAL WORK IN CAR WASH TUNNEL IS TO BE WET LOCATION IP65 RATED OR BETTER. 15. ALL MOUNTING AND SUSPENSION SYSTEMS AND FASTENERS INSIDE OF TUNNEL TO BE STAINLESS STEEL. 16. ALL CONDUIT INSIDE OF CAR WASH TUNNEL TO BE WATER-TIGHT AND PVC. NOT F O R C O N S T R U C T I O N ...\22-06 E-2 LIGHTING FLOOR PLAN. 1/13/2022 2:20:11 PM NOT F O R C O N S T R U C T I O N ...\22-06 E-3 SPECIAL SYSTEMS FLOO 1/13/2022 2:26:51 PM NOT F O R C O N S T R U C T I O N ...\22-06 E-4 ELECTRICAL ROOF PLAN 1/13/2022 2:16:36 PM NOT F O R C O N S T R U C T I O N TYPE MANUFACTURER CATALOG NUMBER DESCRIPTION MOUNTING LAMPS QTY FIXTURE WATTS TOTAL WATTS VOLTAGE REMARKS DSX1-LED-30-1050-40K-T3M-MVOLT-SPA-DBLXD-PIRH-FAO POLE MOUNTED SQUARE SOFT CORNER POLE LED AL1 LITHONIA NO. POLE:SSS-20-4G-DM 19A S-DBLXD-SBC4 ALUMINUM HOUSING, GASKETED LENS, ARM 12582 3 102 306 MULTI 2 LED, TYPE III-ASYMMETRIC DISTRIBUTION MOUNTED 4000K SINGLE HEAD, 20 FT. POLE W/BASE COVER DSX1-LED-30-1050-40K-T4-MVOLT-SPA-DBLXD-PIRH-FAO POLE MOUNTED SQUARE SOFT CORNER LED LITHONIA NO. POLE:SSS-20-4G-DM 19A S-DBLXD-SBC4 ALUMINUM HOUSING, GASKETED LENS, POLE 12582 3 102 306 MULTI 2 AL2 LED, TYPE IV-ASYMMETRIC DISTRIBUTION ARM 4000K SINGLE HEAD, 20 FT. POLE W/BASE COVER MOUNTED POLE MOUNTED SQUARE SOFT CORNER, 2 HEADS (2)LED LITHONIA NO. DSX1-LED-30-1050-40K-T4-MVOLT-SPA-DBLXD-PIRH-FAO ALUMINUM HOUSING, GASKETED LENS, POLE 12582 AL3 2 HEADS POLE:SSS-20-4G-DM 28A S-DBLXD-SBC4 LED, TYPE IV-ASYMMETRIC DISTRIBUTION ARM 4000K 2 102 204 MULTI 2 SINGLE HEAD, 20 FT. POLE W/BASE COVER MOUNTED EMERGENCY LIGHTING UNIT WALL WITH EL1 LITHONIA NO. ELM2-LED-W-SD LOW PROFILE, THERMOPLASTIC HOUSING 7'-6"FIXTURE 2 3 6 120/277 2 DUAL LITE EV2DI DUAL HEAD AFF EMERGENCY LIGHTING UNIT WALL EL2 MULE LTG MRD-WL-LED-BL LOW PROFILE, THERMOPLASTIC HOUSING 7'-6" WITH 4 3 12 120/277 2 EELP ELM16-WL-LED-BLK DUALHEAD WER LOCATION AFF FIXTURE EXIT/EM LIGHT COMBO, LED, RED STENCIL ABOVE EX1 LITHONIA NO. LHQM-LED-R-SD-120/S77-W/ NI-CAD THERMOPLASTIC HOUSING,DOOR WITH 4 3 12 120/277 2 DUAL LITE EVCURWDI SINGLE OR DOUBLE FACE FIXTURE NI-CAD BATTERY EXIT/EM LIGHT COMBO, LED, RED STENCIL ABOVE EX2 MULE LTG CWL-1-R-BL-SD THERMOPLASTIC HOUSING,DOOR WITH 3 3 9 120/277 2 ENVOY CWLEZ-1-R-B-SDT SINGLE OR DOUBLE FACE FIXTURE NI-CAD BATTERY 2'X4' LED GRID MOUNTED TROFFER LED GL1 LITHONIA 2BLT4-30L-SDP-GZ10-LP835 ACRYLIC LENS, 0-10V DIMMING GRID 2962LMNS 7 24 168 120/277 2 3500K 8' LINEAR, LED, IP68 RATED CEILING LED SL1 G&G WPX8-SO-40K-WOX-PSU-80-WPX-MNT-NM SATIN LENS, AIRCRAFT CABLE HUNG PENDANT 8000LM 4 57 228 120/277 OWNER FURNISHED, DIVISION 16 INSTALLED 9'-0" AFF 4000K WPX8-SO-40K-WPX-PSU-600-WPX-MNT-NM 8', LINEAR LED, IP68 RATED CEILING LED SL2 G&G POWER SUPPLY.SATIN LENS, AIRCRAFT CABLE HUNG PENDANT 8000LM 33 57 1881 120/277 OWNER FURNISHED, DIVISION 16 INSTALLED 9'-0" AFF 4000K 7" ROUND SURFACE, LED CEILING LED SL3 JUNO JSF-7-35K-90-120-WH SURFACE 1000LMNS 1 13 13 120/277 2 3500K LED EXTERIOR WALL PACK, TYPE 3 DISTRIBUTION LED WL1 LITHONIA DSXW LED-20C-700-40K-T3M-MVOLT-DNA XD-PIR LED, MOTION SENSOR AND BI-LEVEL DIMMING WALL 5454LMNS 12 46 552 120/277 2 4000K LED EXTERIOR WALL PACK, TYPE 3 DISTRIBUTION LED WL1E LITHONIA DSXW LED-20-700-40K-T3M-MVOLT DNA XD-PIR-ELECW LED, MOTION SENSOR AND BI-LEVEL DIMMING WALL 5454LMNS 5 46 230 120/277 1,2,4 EMERGENCY DRIVER 4000K WATTSTOPPER NO. LIA42-115/277-48HD-1GS-HCLK8S(F) SURFACE/FLUSH (42)RELAY MASTER LIGHTING CONTROL PANEL SURFACE LCP LEVITON NO. R48MD-XXX NETWORK CAPABLE, ASTRONOMICAL TIMECLOCK OR N/A 120/277 2 HUBBELL CX82S482NM LCD SCREEN, INDIVIDUAL RELAY MANUAL OVERRIDE FLUSH PHOTOCELL, OCC. SENSOR, LOW VOTLAGE SWITCH INPUTS MOUNTED RELAYS:10 MILLION ON/OFF CYCLES, 14KAIC MIN. SEE DWGS. WATTSTOPPER NO. HDLS2SS (2)BUTTON DIGITAL SWITCH FLUSH DIGITAL DS1 LEVITON NO. ZMDSW-02W STATUS LED FOR EACH BUTTON MOUNTED N/A LOW 2 HUBBELL CXSW-2-W MATCHING WALL PLATE, CUSTJOM LABEL KIT FOR EACH IN DEEP VOLTAGE SWITCH FOR IN-FIELD LABELING SWITCH BOX WATTSTOPPER NO. HDLS4SS (4)BUTTON DIGITAL SWITCH FLUSH DIGITAL DS2 LEVITON NO. ZMDSW-04W STATUS LED FOR EACH BUTTON MOUNTED N/A LOW 2 HUBBELL CXSW-4-W MATCHING WALL PLATE, CUSTJOM LABEL KIT FOR EACH IN DEEP VOLTAGE SWITCH FOR IN-FIELD LABELING SEITCH BOX REMARKS 1. PROVIDE WITH BODINE EMERGENCY BATTERY PACK SUITABLE FOR LAMP TYPE AND HALF THE LAMP LUMEN OUTPUT, PROVIDE WITH SELF TEST LIGHT AND PUSHBUTTON. 2.OR PRE-BID APPROVED EQUAL 3. SEE LIGHTING DRAWINGS AND LIGHTING CONTROL PANEL SCHEDULES FOR ADDITIONAL INFORMATION INCLUDING NUM BER AND TYPE OF RELAYS THE ELECTRICAL CONTRACTOR SHALL INCLUDE FACTORY START-UP AND PROGRAMMING OF THE LIGHTING CONTROL SYSTEM AS WELL AS COMMISSIONING. 4. WHEN INSTALLED IN AN INSULATED CEILING, FIXTURE TO BE INSTALLED WITH FIRE RATED OR IC RATED ENCLOSURE OR HAVE SHEET ROCK ENCLOSURE BUILT PER DETAIL NOTE TO BIDDERS 1. BID ONLY PRODUCTS THAT ARE SPECIFIED OR APPROVED VIA ADDENDUM. SUBMITTED ITEMS NOT APPROVED VIA ADDENDUM WILL BE REJECTED 2. PACKAGING OF LIGHT FIXTURES WITH OTHER SYSTEMS IS NOT ALLOWED 3. WHEN ONLY ONE PRODUCT IS APPROVED FOR BIDDING, THE PRICE FOR THAT ITEM SHALL BE BROKEN OUT SEPERATELY WHEN SUBMITTING PRICING TO THE VARIOUS DISTRIBUTORS AND/OR CONTRACTORS AS REQUESTED. SWITCH TYPE/INPUT AREA(S) CONTROLLED SWITCH SWITCH/INPUT NAME SWITCH LOCATION BUTTON NO.NOTES RELAY(S) CONTROLLED HA 20 1 REALY 1 2 277 20A/1P DIG. SWITCH DS1 EQUIPMENT ROOM 1 ALL ON 1 7 HA 22 2 RELAY 2 2 277 20A/1P 2 ALL OFF 7 HA 24 3 RELAY 3 2 277 20A/1P HA 26 4 RELAY 4 2 277 20A/1P DIG. SWITCH DS2 OFFICE 1 ALL ON 1 1,2,3,4,5,6,7 HA 28 5 RELAY 5 2 277 20A/1P 2 ALL OFF 1,2,3,4,5,6,7 HA 30 6 RELAY 6 2 277 20A/1P 3 TUNNEL ON 1,2,3,4,5,6 HA 23 7 RELAY 7 2 277 20A/1P 4 TUNNEL OFF 1,2,3,4,5,6 HA 13 8 RELAY 8 1 277 20A/1P HA 17 9 RELAY 9 1 277 20A/1P HA 19 10 RELAY 10 1 277 20A/1P HA 18 11 RELAY 11 1 277 20A/1P HA 15 12 RELAY 12 1 120 20A/1P LA 57 13 RELAY 13 1 120 20A/1P LA 59 14 RELAY 14 1 120 20A/1P LA 61 15 RELAY 15 1 120 20A/1P LA 63 16 RELAY 16 1 120 20A/1P LA 61 17 RELAY 17 1 120 20A/1P LA 64 18 RELAY 18 1 120 20A/1P LA 43 19 RELAY 19 3 120 20A/1P LA 45 20 RELAY 20 3 120 20A/1P LA 47 21 RELAY 21 3 120 20A/1P LA 49 22 RELAY 22 3 120 20A/1P LA 44 23 RELAY 23 3 120 20A/1P LA 50 24 RELAY 24 3 120 20A/1P LA 56 25 RELAY 25 3 120 20A/1P LA 66 26 RELAY 26 3 120 20A/1P 26 RELAY 27 28 RELAY 28 29 RELAY 29 30 RELAY 30 31 RELAY 31 32 RELAY 32 33 RELAY 33 34 RELAY 34 35 RELAY 35 36 RELAY 36 37 RELAY 37 38 RELAY 38 38 RELAY 39 40 RELAY 40 41 RELAY 41 42 RELAY 42 43 RELAY 43 44 RELAY 44 45 RELAY 45 46 RELAY 46 47 RELAY 47 48 RELAY 48 RELAY NOTES: 1) THE RELAY SHALL BE CONTROLLED:PHOTO TO CELL ON, TIMECLOCK 2) THESE RELAYS SHALL BE PROGRAMMED FOR LIGHT SWEEP CONTROL LIGHTING CIRCUITS INDICATED BY OWNER. THE OVERRIDE SWITCHES SHALL BE PROGRAMMED TO PROVIDE AND ADDITIONAL 2-HOURS OF OVERRIDE WHEN ACTIVATED. LIGHTING CONTROL PANEL SCHEDULE-MASTER PANEL NAME: LCP PANEL VOLTAGE: 120V PANEL MOUNTING: SURFACE PROJECT NAME: DR. SHINE CAR WASH PANEL NOTES: PROVIDE ADDITIONAL INPUT CARDS AS REQUIRED FOR NUMBER OF INPUTS INDICATTED SWITCH BUTTON LABEL RELAY OUTPUTS LOCAL CONTACT INPUTS PANEL CKT SWITCH/INPUT NOTES: 1) BUTTON TO BE UTALIZED FOR 2-HR OVERRIDE AS INDICATED IN RELAY NOTE #2. TYPE INPUT TYPERELAY RELAY NAME RELAY NOTES VOLTAGE 3) COORDINATE PROGRAMMING WITH OWNER ...\22-06 E-5 LIGHTING SCHEDULES.d 1/13/2022 2:16:05 PM NOT F O R C O N S T R U C T I O N THREE PHASE PANEL BOARD SCHEDULE PANELBOARD ID: PANEL 'HA'FEATURES: LOCATION: See Plan AIC: 42000 WIRE SIZE LTG REC MISC KIT MTR BRKR/POLE CCT PHASE CCT BRKR/P OLE LTG REC MISC KIT MTR CIRCUIT DESCRIPTION WIRE SIZE 12 8 20/3 1 A 2 20/3 8 12 12 8 3 B 4 8 12 12 8 5 C 6 8 12 12 14 20/3 7 A 8 20/3 14 12 12 14 9 B 10 14 12 12 14 11 C 12 14 12 12 2 20/1 13 A 14 20/3 14 12 12 8.5 20/1 15 B 16 14 12 12 6 20/1 17 C 18 14 12 12 20/1 19 A 20 20/1 2 12 12 1.5 20/1 21 B 22 20/1 2 12 12 2 . 20/1 23 C 24 20/1 2 12 6 40 60/3 25 A 26 20/1 2 12 6 40 27 B 28 20/3 8 10 6 40 29 C 30 8 10 31 A 32 8 10 33 B 34 35 C 36 37 A 38 39 B 40 41 C 42 REMARKS: CONNECTED KVA/PHASE 31.0 PHASE A TOTAL LOADS CONNECTED LOAD (KVA) DEMAND LOAD (KVA)32.7 PHASE B 92.1 TOTAL CONNECTED KVA LIGHTING LIGHTING 32.1 PHASE C 94.2 TOTAL DEMAND KVA RECEPTACLE RECEPTACLE CONNECTED AMP/PHASE 113 TOTAL DEMAND AMPS MISC MISC 112 PHASE A 200 PANEL DESIGN AMPS KITCHEN KITCHEN 118 PHASE B MOTOR MOTOR 116 PHASE C CIRCUIT DESCRIPTION RO PRODUCTION PUMP RO REJECT PUMP SEE PLAN Wires: 4 Bus Amps: 200 AMPS CONNECTED AMPS CONNECTED AMPS Voltage: 480Y/277V MAIN: MLO Phase: 3 MOUNTING: Surface LTG:EXTERIOR AIR COMPRESSOR LTG:PARKING HOTSY AIR COMPRESSOR LTG:EQUIPMENT ROOM LTG:TUNNEL SUMP PUMP LTG:TUNNEL SUMP PUMP LTG:VACUUM FUTURE LTG:VACUUM LTG:TUNNEL LTG:OFFICE/ELEC.LTG:TUNNEL BLANK BLANK BLANK BLANK BLANK BLANK BLANK BLANK BLANK BLANK BLANK 0 0 81.4 82.0 7.8 9.3 0.0 0.0 2.9 2.9 THREE PHASE PANEL BOARD SCHEDULE PANELBOARD ID: PANEL 'LA'FEATURES: LOCATION: See Plan AIC: 42000 WIRE SIZE LTG REC MISC KIT MTR BRKR/POLE CCT PHASE CCT BRKR/POLE LTG REC MISC KIT MTR CIRCUIT DESCRIPTION WIRE SIZE 12 3 20/1 1 A 2 20/1 3 12 12 3 20/1 3 B 4 20/1 3 12 12 7.5 20/1 5 C 6 20/1 3 12 12 7 20/1 7 A 8 20/1 1.5 12 12 3 20/1 9 B 10 12 7 20/1 11 C 12 20/3 16 12 12 3 20/1 13 A 14 16 12 12 10 20/1 15 B 16 16 12 12 12.5 20/1 17 C 18 20/1 3 12 12 12.5 20/1 19 A 20 20/1 5 12 12 6 20/1 21 B 22 20/1 5 12 12 1.5 20/1 23 C 24 20/1 16 12 12 3 20/1 25 A 26 20/1 16 12 12 16 20/1 27 B 28 20/1 16 12 12 16 20/1 29 C 30 20/1 16 12 8 40 50/3 31 A 32 30/1 22 10 8 40 33 B 34 30/1 22 10 8 40 35 C 36 40/2 30 8 12 5 20/1 37 A 38 30 8 12 5 20/1 39 B 40 20/1 10 12 12 5 20/1 41 C 42 20/1 5 12 12 5 20/1 43 A 44 20/2 12 12 12 5 20/1 45 B 46 12 12 10 18 25/3 47 C 48 20/1 5 12 10 18 49 A 50 20/1 5 12 10 18 51 B 52 20/1 8 12 12 3 20/1 53 C 54 20/1 8 12 12 20/1 55 A 56 25/3 18 10 21 16 20/1 57 B 58 18 10 12 16 20/1 59 C 60 18 10 12 16 20/1 61 A 62 20/1 3 12 12 16 20/1 63 B 64 20/1 16 10 12 6 20/1 65 C 66 20/1 8 12 12 6.5 15/3 67 A 68 20/1 8 12 12 6.5 69 B 70 20/1 8 12 12 6.5 71 C 72 20/1 6 12 12 9 20/1 73 A 74 20/1 6 12 12 9 20/1 75 B 76 20/1 6 12 12 20/1 77 C 78 20/1 6 12 12 20/1 79 A 80 20/1 6 12 12 20/1 81 B 82 20/1 6 12 12 20/1 83 C 84 REMARKS: GFEP TYPE BREAKER FOR HEAT TAPE CIRCUIT CONNECTED KVA/PHASE 33.5 PHASE A TOTAL LOADS CONNECTED LOAD (KVA) DEMAND LOAD (KVA)35.9 PHASE B 103 TOTAL CONNECTED KVA LIGHTING LIGHTING 21.4 PHASE C 104 TOTAL DEMAND KVA RECEPTACLE RECEPTACLE CONNECTED AMP/PHASE 288 TOTAL DEMAND AMPS MISC MISC 167 PHASE A 400 PANEL DESIGN AMPS KITCHEN KITCHEN 155 PHASE B MOTOR MOTOR 178.5 PHASE C SPARE BLANK REC: EQUIPMENT GATE CONTROLLER REC: EQUIPMENT GATE CONTROLLER SPARE POINT OF SALE MONITOR SPARE POINT OF SALE MONITOR SPARE POINT OF SALE MONITOR EXTERIOR SIGN DIRECTIONAL SIGN HEAT TAPE POINT OF SALE MAU-1 POINT OF SALE POINT OF SALE GATE CONTROLLER REC: ROOF SNOW MELT BOILER SPARE RTU-2 EXTERIOR SIGN EXTERIOR SIGN EXTERIOR SIGN REC:VACUUMS LOADING STATION DOOR MOTOR RH-1 RTU-1 UH-2 EF-2 BOILER 0 0 0.0 0.0 3.1 3.7 7.0 7.0 92.8 92.8 IRRIGATION CONTROL RO SKID LIGHTING CONTROL PANEL ENTRY ARCH HYDRAFLEX ACCU PUMP WELDER MAT WASHER MAT WASHER TUNNEL CONTROLLER ENTRY EYES REC: RESTROOM ACCU PUMP RO CARBON FILTER ACCU PUMP HYDRAFLEX ACCU PUMP MICROWAVE RECLAIM FILTER COFFEE MAKER UH-1 REC: STAFF WASHING MACHINE PRINTER PETIT SYSTEM CONTROLLER REC: COMMON REFRIG REC: MANAGER REC: WORK PRINTER WATER SOFTENER REC: RECEPTION CIRCUIT DESCRIPTION REC: T.T.B.D REC: WORK REC: SECURITY/DATA REC: WORK SEE PLAN Wires: 4 Bus Amps: 400 AMPS CONNECTED AMPS CONNECTED AMPS Voltage: 208Y/120V MAIN: MLO Phase: 3 MOUNTING: Surface COMcheck Software Version 4.1.5.3 Interior Lighting Compliance Certificate Project Title: 2018 IECC Project Type: New Construction Construction Site: 1371 N 2ND E REXBURG, ID Owner/Agent: JOSH HOWA HOWA DESIGN 1891 N. WILDWOOD ST. TWIN FALLS, ID 83303 208-841-4524 Designer/Contractor: TYLER BEAUCANNON KARTCHER BEAUCANNON ASSOCIATES 1301 S FIVE MILE RD BOISE, ID 83709 208-888-7145 tbeaucannon@kbamep.com Project Information Energy Code: NITRO CAR WASH Credits: 1.0 Required 1.0 Proposed Reduced Lighting Power, 1.0 credit Additional Efficiency Package(s) Allowed Interior Lighting Power A Area Category B Floor Area (ft2) C Allowed Watts / ft2 D Allowed Watts (B X C) 1−Automotive Facility 11672 0.64 7458 7458Total Allowed Watts = Proposed I nterior Lighti ng Power E (C X D) D Fixture Watt. A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixtures 1−Automotive Facility LED1: GL1: LED Panel 19W: 1 7 24 168 LED 2: SL1: LED Linear 33W: 1 4 57 228 LED 3: SL2: LED Linear 33W: 1 33 57 1881 LED 4: SL3: Other: 1 1 13 13 2290Total Proposed Watts = Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Interior Li ghting PASSES: Desi gn 69% better than code Project Title: Data filename: NITRO CAR WASH H:\Google Drive\2022\22-06 Nitro Carwash\ComCheck.cck 01/13/22Report date: 61 of Page COMcheck Software Version 4.1.5.3 Exterior Lighting Compliance Certificate Project Title: 2018 IECC Project Type: New Construction Construction Site: 1371 N 2ND E REXBURG, ID Owner/Agent: JOSH HOWA HOWA DESIGN 1891 N. WILDWOOD ST. TWIN FALLS, ID 83303 208-841-4524 Designer/Contractor: TYLER BEAUCANNON KARTCHER BEAUCANNON ASSOCIATES 1301 S FIVE MILE RD BOISE, ID 83709 208-888-7145 tbeaucannon@kbamep.com Project Information Energy Code: NITRO CAR WASH 2 (Neighborhood business district (LZ2)) Exterior Lighting Zone Allowed Exterior Lighting Power A Area/Surface Category B Quantity C Allowed Watts / Unit D Tradable Wa ttage E Allowed Watts (B X C) Illuminated area of facade wall or surface 7050 ft2 0.07 No 529 Parking area 25000 ft2 0.04 Yes 1000 Total Tradable Watts (a) = Total Allowed Watts = Total Allowed Supplemental Watts (b) = 1000 1529 400 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 400 watts may be applied toward compliance of both non−tradable and tradable areas/surfaces. Proposed Exterior Lighting Power E (C X D) D Fixture Watt. A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixtures Illuminated area of facade wall or surface (7050 ft2): Non−tradable Wattage LED 1: WL1: Other: 1 12 46 552 LED 2: WL1E: Other: 1 5 46 230 Parking area (25000 ft2): Tradable Wattage LED 3: AL1: Other: 1 3 10 2 306 LED 4: AL2: Other: 1 3 10 2 306 LED 5: AL3: Other: 1 2 10 2 204 816Total Tradable Proposed Watts = Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Exterior Lighting PASSES: Design 29% better than code Project Title: Data filename: NITRO CAR WASH H:\Google Drive\2022\22-06 Nitro Carwash\ComCheck.cck 01/13/22Report date: 61 of Page COMcheck Software Version 4.1.5.3 Exterior Lighting Compliance Certificate Project Title: 2018 IECC Project Type: New Construction Construction Site: 1371 N 2ND E REXBURG, ID Owner/Agent: JOSH HOWA HOWA DESIGN 1891 N. WILDWOOD ST. TWIN FALLS, ID 83303 208-841-4524 Designer/Contractor: TYLER BEAUCANNON KARTCHER BEAUCANNON ASSOCIATES 1301 S FIVE MILE RD BOISE, ID 83709 208-888-7145 tbeaucannon@kbamep.com Project Information Energy Code: NITRO CAR WASH 2 (Neighborhood business district (LZ2)) Exterior Lighting Zone Allowed Exterior Lighting Power A Area/Surface Category B Quantity C Allowed Watts / Unit D Tradable Wa ttage E Allowed Watts (B X C) Illuminated area of facade wall or surface 7050 ft2 0.07 No 529 Parking area 25000 ft2 0.04 Yes 1000 Total Tradable Watts (a) = Total Allowed Watts = Total Allowed Supplemental Watts (b) = 1000 1529 400 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 400 watts may be applied toward compliance of both non−tradable and tradable areas/surfaces. Proposed Exterior Lighting Power E (C X D) D Fixture Watt. A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixtures Illuminated area of facade wall or surface (7050 ft2): Non−tradable Wattage LED 1: WL1: Other: 1 12 46 552 LED 2: WL1E: Other: 1 5 46 230 Parking area (25000 ft2): Tradable Wattage LED 3: AL1: Other: 1 3 10 2 306 LED 4: AL2: Other: 1 3 10 2 306 LED 5: AL3: Other: 1 2 10 2 204 816Total Tradable Proposed Watts = Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Exterior Lighting PASSES: Design 29% better than code Project Title: Data filename: NITRO CAR WASH H:\Google Drive\2022\22-06 Nitro Carwash\ComCheck.cck 01/13/22Report date: 61 of Page Name - Title Signature Date Project Title: Data filename: NITRO CAR WASH H:\Google Drive\2022\22-06 Nitro Carwash\ComCheck.cck 01/13/22Report date: 62 of Page ...\22-06 E-6 ELECTRICAL PANEL SCH 1/13/2022 2:12:32 PM NOT F O R C O N S T R U C T I O N Source Target Amps Fault Current Conductor/Conduit Type Wire Size C Value Length # of Conduct/Phase (n) Voltage of Circuit (E.) "f" Factor Multiplier (M) Sym RMS XFMR DISCO. 1000 51463 Copper NonMag 400 24297 50 3 480 0.127 0.887 45648.358 Source Target Amps Fault Current Conductor/Conduit Type Wire Size C Value Length # of Conduct/Phase (n) Voltage of Circuit (E.) "f" Factor Multiplier (M) Sym RMS MDP PANEL HA 200 45648.36 Copper NonMag 3\0 13923 15 1 480 0.177 0.8493 38768.637 Source Target Amps Fault Current Conductor/Conduit Type Wire Size C Value Length # of Conduct/Phase (n) Voltage of Circuit (E.) "f" Factor Multiplier (M) Sym RMS MDP PANEL LA 400 45648.358 Copper NonMag 3\0 13923 15 2 208 0.205 0.8300 37890.104 Line 10 Line 1 Line 11 ...\22-06 E-7 ELECTRICAL SINGLE LI 1/13/2022 2:15:25 PM NOT F O R C O N S T R U C T I O N