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Police Search Building Drawings4. 3. 2. 1. GENERAL CONDITIONS GENERAL NOTES 1. CONTRACTOR TO REVIEW AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. ANY CONDITIONS NOT INDICATED ON CONTRACT DOCUMENTS ARE TO BE REPORTED TO THE ARCHITECT PRIOR TO BEGINNING WORK. 2. CONTRACTOR TO CONTACT LOCAL UTILITIES, IF NECESSARY, SUBMIT ALL APPLICABLE PERMIT DOCUMENTS, QUALIFICATIONS, ETC., AND BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH PERMITS, UTILITY EXTENSIONS, TAP-INS, ETC. 3. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AS A RESULT OF THIS PROJECT. 4. THE CONTRACTOR SHALL SCHEDULE HIS WORK AND MATERIAL AND EQUIPMENT DELIVERIES SO AS NOT TO INTERFERE WITH THE DAILY OPERATIONS OF THE REMAINDER OF THE FACILITY. 5. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, EQUIPMENT, FIXTURES, ETC. FROM DAMAGE DURING THE COURSE OF CONSTRUCTION. 6. ALL SURFACES AND/OR FINISHES DAMAGED AS A RESULT OF AND ADJACENT TO THE WORK SHALL BE REPAIRED AND FINISHED TO THEIR ORIGINAL CONDITION. 7. EACH SUBCONTRACTOR IS RESPONSIBLE TO COORDINATE AND SCHEDULE HIS WORK WITH THE GENERAL CONTRACTOR AND ALL OTHER SUBCONTRACTORS WHOSE WORK WILL BE AFFECTED. 8. USE DETAILS MARKED 'TYPICAL' (TYP) WHEREVER APPLICABLE. 9. ALL ITEMS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY PERSONS SKILLED IN THEIR RESPECTIVE TRADE AND WHO NORMALLY PARTICIPATE IN THE WORK OF THAT TRADE. 10. WORDS WHICH HAVE WELL KNOWN TECHNICAL OR TRADE MEANINGS ARE USED IN THE DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH SUCH RECOGNIZED MEANINGS. 11. WITHIN THE DRAWINGS AND RELATED SPECIFICATIONS THERE SHALL BE THE FOLLOWING PRECEDENCE: A) ADDENDA OR MODIFICATIONS TO THE DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE OVER THE ORIGINAL, WHEN ISSUED BY THE ARCHITECT. B) SPECIFICATIONS SHALL TAKE PRECEDENCE OVER DRAWINGS. C) WITHIN THE DRAWINGS THE LARGER SCALE TAKES PRECEDENCE OVER THE SMALLER, FIGURED DIMENSIONS OVER SCALED AND NOTED MATERIALS OVER GRAPHIC INDICATIONS. 12. THE ARCHITECT OR ENGINEER SHALL BE IN THE FIRST INSTANCE THE SOLE INTERPRETER OF THE DRAWINGS AND SPECIFICATIONS WITH REGARD TO THEIR MEANING OR INTENT. 13. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES AND PROCEDURES. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY DURING BUILDING CONSTRUCTION. THE GENERAL CONTRACTOR IS TO GUARANTEE ALL WORK INCLUDING WORK DONE BY SUBCONTRACTORS FOR A PERIOD COMMENCING WITH THE SUBSTANTIAL COMPLETION OF THE CONTRACT. ALL GUARANTEES/WARANTIES BEGIN AT SUBSTATIAL COMPLETION AND EXTEND FOR THE IDENTIFIED DURATION FROM FINAL ACCEPTANCE. BUILDING 1 YEAR, ROOF 2 YEARS ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL GOV- ERNING CODES, ORDINANCES AND AUTHORITIES HAVING JURISDICTION. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL REQUIRED BUILDING PERMITS. THE GENERAL CONTRACTOR IS TO HAVE A FULL TIME QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES WHILE WORK IS BEING PERFORMED. ALL MATERIAL SPECIFIED IS TO BE NEW & INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. GENERAL CONTRACTOR IS TO CONSTRUCT PROJECT IN ACCORDANCE WITH THE DOCUMENTS. ANY DEVIATION FROM THE INTENT OF THE DOCUMENTS, WITHOUT ARCHITECT OR ENGINEER'S APPROVAL, ARE AT THE CONTRACTOR'S OWN RISK AND MAY RESULT IN THE WORK BEING DONE OVER AT CONTRACTOR'S EXPENSE (MATERIALS AND LABOR). DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com T0.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 TITLE SHEET MSHMH PR O J E C T # : 2 0 0 2 0 4 POLICE SEARCH BUILDING PROJECT INFORMATION: SHEET INDEX NUMBER NAME ISSUE DATE REVISION TITLE T0.00 TITLE SHEET 4/1/2021 T0.10 CODE REVIEW 4/1/2021 CIVIL C0.10 EXISTING SITE SURVEY AND DEMO PLAN 4/1/2021 C1.10 COMBINED SITE AND UTILITY PLAN 4/1/2021 ARCHITECTURAL A0.0 ARCHITECTURAL NOTES 4/1/2021 A1.00 LEVEL 1 FLOOR PLAN 4/1/2021 A1.20 MEZZANINE LEVEL PLAN 4/1/2021 A2.00 LEVEL 1 REFLECTED CEILING PLAN 4/1/2021 A2.10 MEZZANINE LEVEL REFLECTED CEILING PLAN 4/1/2021 A3.00 ROOF PLAN 4/1/2021 A3.10 ROOF DETAILS 4/1/2021 A4.00 EXTERIOR ELEVATIONS 4/1/2021 A5.00 BUILDING SECTIONS 4/1/2021 A6.00 WALL SECTIONS 4/1/2021 A7.00 FLOOR FINISH PLAN 4/1/2021 A7.10 INTERIOR ELEVATIONS 4/1/2021 A8.00 DOOR AND WINDOW SCHEDULE AND DETAILS 4/1/2021 STRUCTURAL S0.00 STRUCTURAL NOTES 4/1/2021 S1.00 FOUNDATION PLAN 4/1/2021 S2.00 MEZZANINE FLOOR FRAMING PLAN 4/1/2021 S2.10 ROOF FRAMING PLAN 4/1/2021 S3.00 SHEAR PLAN 4/1/2021 S4.00 FOUNDATION DETAILS 4/1/2021 S4.10 FRAMING DETAILS 4/1/2021 S4.20 SHEAR DETAILS 4/1/2021 MECHANICAL M0.00 MECHANICAL TITLE SHEET 4/1/2021 M1.10 LEVEL 1 HVAC PLAN 4/1/2021 M7.00 MECHANICAL DETAILS 4/1/2021 M8.00 MECHANICAL SCHEDULES 4/1/2021 PLUMBING P0.00 PLUMBING TITLE SHEET 4/1/2021 P1.00 UNDERFLOOR PLUMBING PLAN 4/1/2021 P1.10 LEVEL 1 PLUMBING SUPPLY PLAN 4/1/2021 P2.10 LEVEL 1 WASTE & VENT PLAN 4/1/2021 P3.00 ROOF PLUMBING PLAN 4/1/2021 P7.00 PLUMBING DETAILS 4/1/2021 P8.00 PLUMBING SCHEDULES 4/1/2021 ELECTRICAL E0.00 ELECTRICAL TITLE SHEET 4/1/2021 E0.10 ELECTRICAL SITE PLAN 4/1/2021 E1.10 LEVEL 1 LIGHTING PLAN 4/1/2021 E1.20 LEVEL 2 LIGHTING PLAN 4/1/2021 E2.10 LEVEL 1 POWER AND SYSTEMS PLAN 4/1/2021 E2.20 LEVEL 2 POWER AND SYSTEMS PLAN 4/1/2021 E5.00 ELECTRICAL DIAGRAMS 4/1/2021 E7.00 ELECTRICAL DETAILS 4/1/2021 E8.00 ELECTRICAL SCHEDULES 4/1/2021 S I T E OWNER/DEVELOPER DESIGN PROFESSIONAL BUILDING DEPARTMENT KALISPELL BUILDING DEPARTMENT 201 1ST AVE E KALISPELL, MT 59901 ATTN: JEFF CLAWSON EMAIL: JCLAWSON@KALISPELL.COM TEL: (406) 785-7730 JACKOLA ENGINEERING & ARCHITECTURE, P.C. 2250 HWY. 93 SOUTH PO BOX 1134 KALISPELL, MT 59903 ARCHITECT: MELISSA STEINER CIVIL ENGINEER: ERIK GARBERG STRUCTURAL ENGINEER: ERIK GARBERG MECHANICAL ENGINEER: COURTNEY CARRIER SURVEYOR: SAM DUGUAY CITY OF KALISPELL 312 1ST AVE E KALISPELL, MT 59901 ATTN: DOUG OVERMAN EMAIL: doverman@kalispell.com TEL: (406) 253.4633 CITY OF KALISPELL 1ST AVE WEST KALISPELL, MT 59901 SITE LOCATION: MELISSA KATHLEEN STEINER 13707 SN E D ECIL A RCHIT E C T ANS T AT EOF M O N T A BOZEMAN, MT A A 1 1 C C 4 4 12" MIN EXIT EATD = 75'-0" FEC STORAGE / MECH: 380 SF/300 = 2 OCCS VEHICLE STORAGE/BUSINESS USE: 1180 SF/150 = 8 OCCS HAND RAIL EXTENSION OCCUPANCY: S-1 CPET (COMMON PATH OF EGRESS TRAVEL) EATD (EXIT ACCESS TRAVEL DISTANCE) 30" 48" ø 6 0 " TURN AROUND SPACE CIRCULAR T-SHAPE CLEAR FLOOR SPACE LEGEND BLOCKING HORIZONTALLY @ TOP & BOTTOM OF CABINET 5/8" TYPE"X" GWB ALL SIDES OF RECESSED AREA RECESSED CABINET TRIM BY INTERIORS A A 1 C C 4 B B MOST REMOTE POINT STORAGE: 450 SF/300 = 2 OCCS HAND RAIL EXTENSION 12" 12" HA N D R A I L E X T E N S I O N DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com T0.10 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 CODE REVIEW MKSHH PR O J E C T # : 2 0 0 2 0 4 BUILDING REQUIREMENTS FROM THE INTERNATIONAL BUILDING CODE 2018 USE AND OCCUPANCY CLASSIFICATION (CHAPTER 3): WAREHOUSE/STORAGE: S-1 (MOTOR VEHICLE GARAGE/STORAGE) (NOT A VEHICLE REPAIR GARAGE. VEHICLES WILL NOT BE RUNNING WHILE INSIDE BUILDING) SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY (CHAPTER 4): SECTION 406: MOTOR VEHICLE STORAGE FLOOR SURFACE TO BE CONCRETE OR OTHER SIMILIAR NON-ABSORBANT MATERIAL AND SLOPED TO DRAIN. SLIP RESISTANT NON-ABSORBANT FINISH COMPLYING WITH ASTM E648 OR NFPA 253 IS PERMITTED. GENERAL BUILDING HEIGHTS AND AREAS (CHAPTER 5): CONSTRUCTION TYPE: VB BUILDING HEIGHT ALLOWED: 40FT (ACTUAL: 23FT) ALLOWED STORIES: 1 (ACTUAL: 1) ALLOWED AREA: 9,000 SF (ACTUAL: 1610SF) 503.1.2 TWO OR MORE BUILDINGS ON THE SAME LOT CAN BE CONSIDERED PORTIONS OR AGGREGRATES OF A SINGLE BUILDING IF BUILDING HEIGHT, STORAGE AND AREAS ARE WITHIN THE LIMITATION REQUIREMENTS. TYPE OF CONSTRUCTION (CHAPTER 6): VB MINIMUM FIRE SEPARATION DISTANCE: >10FT = 0 HR RATING (ACTUAL DISTANCE TO EXISTING BUILDING ON SAME LOT: 12'-0") - NO SEPERATION REQUIRED FIRE AND SMOKE PROTECTION FEATURES (CHAPTER 7): N/A INTERIOR FINISHES (CHAPTER 8): INTERIOR EXIT STAIRWAYS/RAMPS, EXIT PASSAGEWAYS (IF PRESENT): CLASS B CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS/RAMPS (IF PRESENT): CLASS B ROOMS AND ENCLOSED SPACES: CLASS C FIRE PROTECTION SYSTEMS (CHAPTER 9): TABLE: 903.2 - FIRE AREA < 2,500 SF = NO FIRE SPRINKLER REQUIRED. 906 - PORTABLE FIRE EXTINGUISHERS TABLE 906.3 - PROVIDE (1) 2-A FIRE EXTINGUISHER, CENTRALLY LOCATED. MEANS OF EGRESS (CHAPTER 10): 1004.1.2 OCCUPANT LOAD: 12 OCCUPANTS TOTAL (SEE PLAN) 1005.3.2 EGRESS COMPONENTS (OTHER THAN STAIRS) SHALL BE SIZED BASED ON 0.2 INCH PER OCCUPANT. 468*0.2=93.6" OF EXIT WIDTH 1005.5 DISTRIBUTION OF EGRESS CAPACITY: WHERE MORE THAN ONE EXIT IS REQUIRED, THE MEANS OF EGRESS SHALL BE CONFIGURED SUCH THAT THE LOSS OF ANY ONE EXIT SHALL NOT REDUCE THE AVAILABLE CAPACITY TO LESS THAN 50% OF REQUIRED CAPACITY 1014.2.4.2.1-4 EGRESS THROUGH INTERVENING SPACES: 1. EGRESS FROM A ROOM OR SPACE SHALL NOT PASS THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS, EXCEPT WHERE SUCH ADJOINING ROOMS OR AREAS AND THE AREA SERVED ARE ACCESSORY TO ONE OR THE OTHER AND PROVIDE A DISCERNABLE PATH OF EGRESS TRAVEL TO AN EXIT. 2. MEANS OF EGRESS SHALL NOT PASS THROUGH A ROOM THAT CAN BE LOCKED TO PREVENT EGRESS. 3. EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS, OR SPACES USED FOR SIMILAR PURPOSES. COMMON PATH OF EGRESS TRAVEL: S-1 (NON-SPRINKLED): 100' MAX (ACTUAL 75') = 1 REQUIRED EXIT 1009 ACCESSIBLE MEANS OF EGRESS - MEZZANINE FOR EMPLOYEES ONLY AND NOT REQUIRED TO BE ACCESSIBLE - NO ACCESSIBLE MEANS OF EGRESS REQUIRED FROM MEZZANINE. 1011.2 - EXCEPTION 1: WIDTH OF STAIRWAY TO BE NOT LESS THAN 36" ACCESSIBILITY (CHAPTER 11): 1104.1 ACCESSIBLE ROUTES ARE REQUIRED FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING/LOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS TO THE BUILDING ENTRANCE SERVED. 1104.3 WHEN A BUILDING IS REQUIRED TO BE ACCESSIBLE, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH PORTION OF THE BUILDING. EXCEPTIONS: 1104.4.1 EMPLOYEE WORK SPACES. EXCEPTION 1 - MEZZANINES < 3000 SF 1109.2 TOILET AND BATHING FACILITIES SHALL BE ACCESSIBLE. AT LEAST ONE OF EACH FIXTURE TYPE SHALL BE ACCESSIBLE. INTERIOR ENVIRONMENT (CHAPTER 12): 1202 - VENTILATION: CROSS VENTILATION IN ENCLOSED ATTIC REQUIRED. NET FREE VENTILATION SHALL BE 1/150 OF THE AREA VENTILATED IN CLIMATE ZONE 6, USING GABLE END VENTS ON BOTH END WALLS. TOTAL ROOF AREA= 1850 SF NET-FREE VENTILATED AREA ≥ 1/150 AREA OF VENTILATED SPACE TOTAL VENTILATION REQUIRED = 1850 SF/150 =12.33 SF 12.33 SF ~~ 12.50 SF/ 2 GABLE END VENTS = 6.25 SF VENTILATION PER GABLE END. 1208 - ATTIC SPACES: ACCESS NOT LESS THAN 20" X 30" INTO ATTIC SPACE WHERE HEAD ROOM IS GREATER THAN 30", IS REQUIRED. 1208 INTERIOR SPACE DIMENSIONS: MINIMUM CEILING HEIGHT IS 7'-6". 1210.2.1 TOILET AND BATHROOM FINISHES: FLOORING SHALL BE SMOOTH, HARD, NONABSORBENT AND EXTEND UPWARDS ONTO THE WALLS NOT LESS THAN 4". WALLS WITHIN 2' OF SERVICE SINKS, URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE TO A HEIGHT OF 4' ABOVE THE FLOOR. ENERGY EFFICIENCY (CHAPTER 13): 2012 IECC WALL R-VALUE: (WOOD FRAMED) R-21 (MT ARM) ROOF: (INSULATION IN ATTIC SPACE) R-49 UNHEATED SLAB: R-10 FOR 24" BELOW SLAB WINDOW U-VALUE: (FIXED OR OPERABLE)U=- 0.32 SHGC: NA (MT ARM) SWINGING: U-0.37 ROLL UP: R-4.75 (ENTRANCE DOORS) 0.77 GLASS AND GLAZING (CHAPTER 24): 2406.4 HAZARDOUS LOCATIONS: 1. GLAZING IN DOORS 2. GLAZING WITHIN 2' HORIZONTALLY OF A DOOR WITH EXPOSED EDGE OF GLAZING LESS THAN 60" ABOVE WALKING SURFACE. 3. GLAZING IN WINDOWS MEETING ALL OF THE FOLLOWING CONDITIONS: INDIVIDUAL PANE GREATER THAN 9 SF, BOT EDGE OF GLAZING LESS THAN 18" AFF, TOP EDGE OF GLAZING GREATER THAN 36" ABOVE THE FLOOR, AND WALKING SURFACE WITHIN 36" HORIZONTALLY FROM THE PLANE OF GLAZING. PLASTIC (CHAPTER 26): 2603.4 THERMAL BARRIER: FOAM PLASTIC SHALL BE SEPARATED FROM THE INTERIOR OF A BUILDING BY AN APPROVED THERMAL BARRIER OF 1/2" GYPSUM WALL BOARD OR APPROVED MATERIAL MEETING TEMPERATURE TRANSMISSION AND FIRE TEST AND INTEGRITY FIRE TEST OF NFPA 275. PLUMBING SYSTEMS (CHAPTER 29): PLUMBING FIXTURE COUNT: OCCUPANT LOAD: STORAGE/BUSINESS = 12 OCCUPANTS TOTAL 1 WC/25 OCCUPANTS = 1 RESTROOM REQUIRED (1 RESTROOM PROVIDED) 3/16" = 1'-0"2 LEVEL 1 CODE REVIEW PLAN 1" = 1'-0"3 FIRE EQUIP. CABINET WALL RECESS 3/16" = 1'-0"1 MEZZANINE LEVEL CODE REVIEW PLAN MELISSA KATHLEEN STEINER 13707 SN E D ECIL A RCHIT E C T ANS T AT EOF M O N T A BOZEMAN, MT C0.00 GENERAL CIVIL INFORMATION INDEX OF DRAWINGS SHEET #SHEET TITLE ABBREVIATIONS C0.10 EXISTING SITE SURVEY AND DEMO PLAN C1.10 SITE AND UTILITY PLAN GENERAL NOTES A AHJ AGENCY HAVING JURISDICTION B BLDG BUILDING BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION C CATV CABLE TV COS CERTIFICATE OF SURVEY CJ CONSTRUCTION JOINT D DTL DETAIL DIA DIAMETER DIM DIMENSION DIV DIVISION DWG DRAWING E E EAST EA EDGE OF ASPHALT ELEC ELECTRIC ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EXIST EXISTING F FO FIBER OPTIC G G GAS H HT HEIGHT HORIZ HORIZONTAL HR HOUR I IBC INTERNATIONAL BUILDING CODE M MAX MAXIMUM MIN MINIMUM MPWSS MT PUBLIC WORKS STANDARD SPECIFICATIONS N N NORTH NIC NOT IN CONTRACT NTS NOT TO SCALE O OPP OPPOSITE OHP OVERHEAD POWER P PVI POINT OF VERTICAL INTERSECTION PROP PROPERTY R REF REFERENCE REQ'D REQUIRED REV REVISION ROW RIGHT-OF-WAY S SCH SCHEDULE SIM SIMILAR S SOUTH SPEC SPECIFICATION STD STANDARD T TYP TYPICAL TBC TOP BACK OF CURB U UP UNDERGROUND POWER UT UNDERGROUND TELEPHONE UNO UNLESS NOTED OTHERWISE V VERT VERTICAL W w/WITH LEGEND X X X UP TELEPHONE PEDESTAL FENCE UNDERGROUND POWER TRAFFIC SIGN UTILITY POLE WATER GATE VALVE W WATER MAIN TREE LINE UT UNDERGROUND TELEPHONE DECIDUOUS TREE OHP OVERHEAD POWER SD STORM DRAIN SS SANITARY SEWER MAIN 3031.40 3040.38(e) SEWER MANHOLE CATCH BASIN FIRE HYDRANT CAP WITH THRUST BLOCK STORM MANHOLE EXISTING CONTOUR EXISTING SPOT GRADE DESIGN SPOT GRADE TRANSFORMER TBC DESIGN SPOT GRADE(3031.90) DESIGN CONTOUR WATER METER PIT ELECTRICAL JUNCTION BOX M (SD)(SD)EXISTING STORM DRAIN (SS)(SS)EXISTING SANITARY SEWER (UT)(UT)EXISTING UNDERGROUND PHONE (W)(W)EXISTING WATER (UP)EXISTING UNDERGROUND POWER (G)(G)EXISTING GAS (FO)EXISTING FIBER OPTIC WATER CURB STOP THRUST BLOCK WATER TEE IRR IRRIGATION VALVE BOX FROST FREE YARD HYDRANTYHD 3030 3025EXISTING BUILDING EXISTING ASPHALT EXISTING SIDEWALK (OHP)EXISTING OVERHEAD POWER EXISTING PROPERTY LINE DRAINAGE SWALE PROPOSED ASPHALT PROPOSED BUILDING PROPOSED SIDEWALK STANDARD CURB AND GUTTER TOP OF POND SPILL CURB AND GUTTER PROPOSED PROPERTY LINE DRIVE OVER CURB AND GUTTER CURB INLET STORM DRAIN DRYWELL TV TV UNDERGROUND CABLE G G GAS MAIN fdc FIRE DEPARTMENT CONNECTION SS co CLEAN OUT PIPE CAP SD DW CB LIGHT POLE T E C J CABLE PEDESTAL ELECTRICAL PEDESTAL (TV)(TV)EXISTING UNDERGROUND CABLE FO FO UNDERGROUND FIBER OPTIC EXISTING LIGHT POLE 1.ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL GOVERNING CODES, ORDINANCES AND AUTHORITIES HAVING JURISDICTION. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL REQUIRED PERMITS. THE GENERAL CONTRACTOR IS TO HAVE A FULL TIME QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES WHILE WORK IS BEING PERFORMED. 2.ALL MATERIAL SPECIFIED IS TO BE NEW AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. GENERAL CONTRACTOR IS TO CONSTRUCT PROJECT IN ACCORDANCE WITH THE DOCUMENTS. ANY DEVIATION FROM THE INTENT OF THE DOCUMENTS, WITHOUT ENGINEER'S APPROVAL, ARE AT THE CONTRACTOR'S OWN RISK AND MAY RESULT IN THE WORK BEING DONE OVER AT CONTRACTOR'S EXPENSE (MATERIALS AND LABOR). 3.CONTRACTOR TO REVIEW AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. ANY CONDITIONS NOT INDICATED ON CONTRACT DOCUMENTS ARE TO BE REPORTED TO THE ENGINEER PRIOR TO BEGINNING WORK. 4.THE CONTRACTOR SHALL REMOVE ALL DEBRIS AS A RESULT OF THIS PROJECT. 5.THE CONTRACTOR SHALL SCHEDULE HIS WORK AND MATERIAL AND EQUIPMENT DELIVERIES SO AS NOT TO INTERFERE WITH THE DAILY VEHICLE TRAFFIC. 6.THE CONTRACTOR SHALL PROTECT EXISTING SITE IMPROVEMENTS, FACILITIES, EQUIPMENT, FIXTURES, ETC. FROM DAMAGE DURING THE COURSE OF CONSTRUCTION. 7.ALL SURFACES AND/OR FINISHES DAMAGED AS A RESULT OF, AND ADJACENT TO THE WORK, SHALL BE REPAIRED AND FINISHED TO EQUAL OR BETTER THAN ORIGINAL CONDITION. 8.ALL ITEMS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY PERSONS SKILLED IN THEIR RESPECTIVE TRADE AND WHO NORMALLY PARTICIPATE IN THE WORK OF THAT TRADE. 9.THE ENGINEER SHALL BE IN THE FIRST INSTANCE THE SOLE INTERPRETER OF THE DRAWINGS AND SPECIFICATIONS WITH REGARD TO THEIR MEANING OR INTENT. 10.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES AND PROCEDURES. CONTRACTOR SHALL COORDINATE WORK WITH OWNER TO ALLOW FOR CONTINUED OPERATION OF THE EXISTING FACILITY WHERE APPLICABLE. 11.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY AND TRAFFIC CONTROL DURING CONSTRUCTION. 12.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY PERMITS INCLUDING, BUT NOT LIMITED TO, SWPPP. 13.ALL WORK IS TO BE COMPLETED PER THE CURRENT EDITION OF MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS) AND MOST CURRENT CITY OF KALISPELL CODE. RD RD ROOF DRAIN C1.30 SITE GRADING PLAN C2.00 GENERAL NOTES AND DETAILS C2.01 GENERAL NOTES AND DETAILS DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : E No.14108 PE T L CE S EN DI P RIKD.GARBERG A NANOM** F O R ISS E LANO E REENIGN Z: \ C l i e n t F i l e s \ 2 0 2 0 \ C i t y o f K a l i s p e l l \ 2 0 0 2 0 4 P o l i c e S e a r c h B u i l d i n g \ 6 D r a w i n g s \ 1 A u t o c a d \ C O K _ P S B _ C 0 . 0 0 . d w g FOR PERMIT C0.0020 0 2 0 4 4/1/2021 EDGJAC GENERAL CIVIL INFORMATION KA L S I P E L L M T 5 9 9 0 1 1S T A V E W . PO L I C E S E A R C H B U I L D I N G CI T Y O F K A L I S P E L L GM GM SS CB CB CB SD 6" PVC SD CB CB W SD XSDCB-1 XSDMH-01 XSDCB-02 XOS-01 XSDCB-03 XSSMH-02 C C EM CP # 2 CP # 5 CP # 4 CP # 3 CP # 1 6" S T O R M P V C 8" ST O R M P V C 8" STORM P V C 6 " S T O R M P V C 6 " S T O R M P V C 4" S T O R M P V C 30" SEWER RCP 30" SEWER RCP 30" SEWER RCP EXISTINGBUILDING EXISTINGBUILDING 29 3 0 2930 2 9 3 0 2930 2 9 3 0 2931 29 3 1 293 1 2 1 1 POINT COORDINATE TABLE POINT 1 2 3 5 NORTHING 1470504.07 1470586.48 1470358.74 1470571.83 EASTING 795854.26 795857.86 795844.96 795788.25 ELEVATION 2930.63 2930.98 2930.26 2930.62 DESCRIPTION NAIL NAIL NAIL NAIL BASIS OF SURVEY: BASIS OF BEARINGS IS PER CITY OF KALISPELL UTILITY MAP UTILZING SEWER MANHOLES XSS-1 & XSS-2 AS A BASIS. ELEVATION DATUM IS PER CITY OF KALISPELL UTILITY MAP ELEVATION AT SEWER MANHOLE XSS-2. COORDINATE SYSTEM IS PER CITY OF KALISPELL UTILITY MAP UTILIZING SEWER MANHOLES XSS-1 & XSS-2 AS A BASIS. SURVEY NOTES: 1.UTILITIES ARE SHOWN BASED ON THE SITE SURVEY PERFORMED BY JACKOLA ENGINEERING AND ARCHITECTURE ON 02/04/2020. UNDERGROUND CABLE, GAS, AND ELECTRIC UTILITIES WERE SURVEYED BASED ON UTILITY MARKINGS PROVIDED BY OTHERS. OVERHEAD POWER WAS MARKED BASED ON OBSERVABLE POLES AND WIRES. SEWER, WATER, AND STORM ON FIRST AVE. WEST WERE NOT MARKED PRIOR TO THE FIELD SURVEY. THESE UTILITIES ARE SHOWN AS APPROXIMATE AND ARE BASED ON OBSERVABLE MANHOLES, HYDRANTS, AND VALVES AS WELL AS GIS DRAWINGS PROVIDED BY THE CITY OF KALISPELL. 2.PRIVATE UTILITIES WERE NOT LOCATED PRIOR TO THE FIELD SURVEY. DEMO NOTES: 1.NEATLY SAWCUT, REMOVE, AND PROPERLY DISPOSE OF ASPHALT. 2.LOCATION OF PROPOSED BUILDING FOOTPRINT SHOWN FOR REFERENCE. # SEWER STRUCTURE TABLE: XSSMH-01 RIM: 2931.25' IE OUT: 2925.74' XSSMH-02 RIM: 2929.89' IE IN:2923.84' STORM STRUCTURE TABLE: XSDCB-01 RIM: 2929.94' XSDCB-02 RIM: 2930.17' IE OUT:2926.34' XSDCB-03 RIM: 2929.65' IE IN:2925.88' XSDMH-01 RIM: 2930.40' XOS-01 RIM: 2930.21' IE OUT:2927.38' DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : E No.14108 PE T L CE S EN DI P RIKD.GARBERG A NANOM** F O R ISS E LANO E REENIGN Z: \ C l i e n t F i l e s \ 2 0 2 0 \ C i t y o f K a l i s p e l l \ 2 0 0 2 0 4 P o l i c e S e a r c h B u i l d i n g \ 6 D r a w i n g s \ 1 A u t o c a d \ C O K _ P S B _ C 0 . 1 0 . d w g FOR PERMIT C0.1020 0 2 0 4 4/1/2021 EDGJAC EXISTING SITE SURVEY AND DEMO PLAN KA L S I P E L L M T 5 9 9 0 1 1S T A V E W . PO L I C E S E A R C H B U I L D I N G CI T Y O F K A L I S P E L L EXISTING SITE SURVEY AND DEMO PLAN11" = 10'5-5 10 20 SCALE: 1" = 0 10' ADDENDUM --/--/--A REVISION --/--/--1 GM GM SS CB CB CB 6" PVC SD CB CB W SD XSDCB-1 XSDMH-01 XSDCB-02 XOS-01 XSDCB-03 XSSMH-02 C C EM CP # 2 CP # 5 CP # 4 CP # 3 CP # 1 8" ST O R M P V C 8" STORM P V C 6 " S T O R M P V C 6 " S T O R M P V C 8" STORM PVC 4" S T O R M P V C 30" SEWER RCP 30" SEWER RCP 30" SEWER RCP EXISTINGBUILDING EXISTINGBUILDING 29 3 0 2930 2 9 3 0 2930 2 9 3 0 2931 29 3 1 293 1 NEW BUILDING FF: 2930.8' W W co w UPUPUPUPUP UP UPUP UP UP FO FO FO FO EM GGGGGGGGGGGGGGGG G G CB GM SD SD SD S D 1 2 3 4 5 7 9 10 11 6 11 10 10 10 10 10 12 GM GM SS SD W SD XOS-01 XSSMH-02 C EM CP # 4 8" STORM PV C 4" S T O R M P V C 30" SEWER RCP 30" SEWER RCP EXISTINGBUILDING 29 3 0 2930 2 9 3 0 2930 NEW BUILDING FF: 2930.8' co w UPUP UP FO EM GGGGGGGGGGGGG G CB GM SD 1 2 3 4 8 5 7 9 10 11 6 11 10 10 10 10 10 12 KEYNOTES: 1.1" WATER SERVICE. 2.WATER METER PIT PER DTL. 3/C2.00. 3.4" SEWER SERVICE PER DTL. 4/C2.00. 4.SANITARY SEWER CLEANOUT PER DTL. 5/C2.00. 5.4" STORM DRAIN. 6.NEW STORM CATCH BASIN PER DTL. 6/C2.00. 7.3/4" GAS WITH GAS METER. 8.NATURAL GAS SERVICE, COORDINATE WITH UTILITY. 9.3" UNDERGROUND POWER WITH ELECTRIC METER. 10.NEW BOLLARD PER DTL. 7/C2.00 11.NEW 5" CONCRETE SLAB. 12.2" CONDUIT FOR FUTURE COMMUNICATION CONNECTION. GENERAL NOTES: 1.PATCH ASPHALT AS REQUIRED FOR NEW UTILITY CONNECTIONS. 2.CONTRACTOR TO FIELD VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO INSTALLATION. # DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : E No.14108 PE T L CE S EN DI P RIKD.GARBERG A NANOM** F O R ISS E LANO E REENIGN Z: \ C l i e n t F i l e s \ 2 0 2 0 \ C i t y o f K a l i s p e l l \ 2 0 0 2 0 4 P o l i c e S e a r c h B u i l d i n g \ 6 D r a w i n g s \ 1 A u t o c a d \ C O K _ P S B _ C 1 . 1 0 . d w g FOR PERMIT C1.1020 0 2 0 4 4/1/2021 EDGJAC COMBINED SITE AND UTILITY PLAN KA L S I P E L L M T 5 9 9 0 1 1S T A V E W . PO L I C E S E A R C H B U I L D I N G CI T Y O F K A L I S P E L L COMBINED SITE AND UTILITY PLAN11" = 10'5-5 10 20 SCALE: 1" = 0 10' ADDENDUM --/--/--A REVISION --/--/--1 UTILITY CONNECTION PLAN21" = 30'15-15 30 60 SCALE: 1" = 0 30' GM GM SS CB CB CB SD 6" PVC SD CB CB W SD XSDCB-1 XSDMH-01 XSDCB-02 XOS-01 XSDCB-03 XSSMH-02 C C EM CP # 2 CP # 5 CP # 4 CP # 3 CP # 1 6" S T O R M P V C 8" ST O R M P V C 8" STORM P V C 6 " S T O R M P V C 6 " S T O R M P V C 4" S T O R M P V C 30" SEWER RCP 30" SEWER RCP 30" SEWER RCP EXISTINGBUILDING EXISTINGBUILDING NEW BUILDING FF: 2930.8' CB 2930 2930 2930 29312931293129312931 29 3 1 293 1 2930 293 1 293 0 . 8 0 293 0 . 8 0 293 0 . 8 0 293 0 . 8 0 29 3 0 . 3 0 -1 0 . 3 % -3.5% -3 . 3 % 29 3 0 . 6 6 29 3 0 . 6 6 293 0 . 6 8 29 3 0 . 6 8 29 3 0 . 1 5 293 0 . 4 0 2 9 3 0 . 1 0 VA L L E Y 29 3 0 . 7 0 293 0 . 7 0 293 0 . 8 0 293 0 . 8 0 -6.2% -2 . 0 % -0 . 6 % - 1 . 2 % RIM ELEV. = 2930.30' IE OUT WEST = 2926.77' IE IN SOUTH = 2926.87' MA T C H E X I S T I N G MAT C H E X I S T I N G MA T C H E X I S T I N G MA T C H E X I S T I N G MA T C H E X I S T I N G LEGEND: EXISTING SPOT GRADE DESIGN SPOT GRADE DESIGN TBC SPOT GRADE 2979.04(e) 2979.73 (2980.23) DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : E No.14108 PE T L CE S EN DI P RIKD.GARBERG A NANOM** F O R ISS E LANO E REENIGN Z: \ C l i e n t F i l e s \ 2 0 2 0 \ C i t y o f K a l i s p e l l \ 2 0 0 2 0 4 P o l i c e S e a r c h B u i l d i n g \ 6 D r a w i n g s \ 1 A u t o c a d \ C O K _ P S B _ C 1 . 3 0 . d w g FOR PERMIT C1.3020 0 2 0 4 4/1/2021 EDGJAC SITE GRADING PLAN KA L S I P E L L M T 5 9 9 0 1 1S T A V E W . PO L I C E S E A R C H B U I L D I N G CI T Y O F K A L I S P E L L SITE GRADING PLAN11" = 10'10-10 20 40 SCALE: 1" = 0 20' ADDENDUM --/--/--A REVISION --/--/--1 4" PVC, TYP. 12" MIN. 1. PRIMARY TRENCH (UTILITY POLE TO VAULT: TRENCH TO TRANSFORMER PAD/VAULT PER PLAN) CONDUIT AMBIENT TEMP. SHALL START @20°C (68°F) BEFORE ANY DERATE & CONDUCTOR AMBIENT TEMP. SHALL START @75°C (167°F) BEFORE ANY DERATE. NOTES: 1.TRENCH CONTENTS SHALL CONFORM TO NEC ARTICLE 300 AND TABLES 300-5 & 310-60, AND APPENDIX B. 2.MULTIPLE ELECTRICAL POWER CONDUITS SHALL MAINTAIN 7.5" SPACING CL TO CL HORIZONTAL AND VERTICALLY (2" MIN), AND SHALL MAINTAIN 12" SEPARATION FROM ALL GAS LINES, COMMUNICATION LINES, AND OPTIC LINES. 3.SLIGHT SERPENTINE LAY IS ALLOWED TO ADEQUATELY COMPENSATE FOR FROST HEAVE. 4.PROVIDE FULL LENGTH 1/4" POLY PULL LINE IN EMPTY CONDUIT SECTIONS. LABEL EACH END. 5.ALL DRY UTILITIES SHALL BE 5' MIN. FROM WATER AND SEWER MAINS 6.REFER TO E1.0 FOR DUCT BANK DESCRIPTIONS EXISTING STREET SURFACE 3' - 0 " N T S GRADE PHONE 2" PVC, TYP. CONDUITS AND WIRE SIZE PER NEC AND SITE ELECTRICAL PLAN 4" SPARE EXCAVATEDMATERIAL 18" MIN. PROVIDE 12" MIN., SEPARATION FROM ALL COMMUNICATION LINES AND OPTIC LINES. PROVIDE 36" SEPARATION FROM GAS LINES. 3. FEEDER TRENCH (VAULT TO SERVICE PANEL & METERS) TRENCH WIDTH=0.D. OF PIPE + 24" INSTALL DETECTABLE WARNING TAPE 12" MAX. DEPTH. SUB GRADE OR GROUND SURFACE RESURFACE TO MATCH ORIGINAL 1 1 3 3/4" 1" 3"1" 2. SITE ELECTRICAL (LOT LIGHTS & SIGNS TO SERVICE PANEL) 36 " M I N . 40 " M A X . 4" PVC, TYP. 2" CATV 2" PHONE 2- 0 " T O 2 ' - 6 " CATV ELECTRICAL TRENCH SECTION11" = 1'-0" 12" SANITARY SEWER SERVICE LINE41" = 1'-0" EXCAVATE AND VERIFY EXISTING SEWER SERVICE INVERT. CONNECT NEW SCH 40 PIPING AND EXTEND TO BUILDING. COORDINATE WITH PLUMBING DRAWINGS. NEW SANITARY WYE, OR CONNECT TO GREASE INTERCEPTOR CONNECT PIPE TO EXISTING BELLED END OR USE RIGID COUPLING COMPACTED BACKFILL FINISHED GRADE MUELLER SERIES 300 BALL STYLE CURB STOP VALVE 9" RADIUS FINISHED GRADE NOTES: 1.3/4" - 2" SERVICES SHALL BE INSTALLED WITH BR2 SERIES SERVICE SADDLES AND PE SERVICE LINE. 2.4" AND LARGER SERVICES SHALL BE INSTALLED WITH A ROMAC SSTIII STAINLESS STEEL TAPPING SLEEVE AND CLASS 150 PVC SERVICE LINE. 2 NTS WATER SERVICE CONNECTION DETAIL TO BUILDING TYPICAL CLEANOUT DETAIL53/4" = 1'-0" PAVED OR OTHER SURFACE SEWER/STORM LINE-SEE PLAN FOR SIZE FLOW IF LINE DEAD ENDS, INSTALL WATERTIGHT PLUG COMPACTED BACKFILL FILL W/ SAND OR CRUSHED TOP COURSE SURFACING MATERIAL CAP WITHOUT GASKET BOLT-LOCKING CAST IRON RING & COVER, 14" MINIMUM OPENING DIA. H-20 RATED IN PAVED AREAS CONCRETE 45° BEND 2" 3" M I N 6" M A X 4" 12 " NOTES: 1. CAST IRON COVER SHALL READ "SEWER" 2. LOCKING BOLTS FOR COVER SHALL BE 5/8"-11 NC STAINLESS STEEL TYPE 304 3. 14" BOLT-LOCKING CAST IRON COVER SHALL BE EQUAL TO INLAND FOUNDRY NO. 209 METER PIT DETAIL3N.T.S. W W W MUELLER THERMAL COIL METER BOX WITH DOMESTIC METER WITH METER VALVES AND CHECK VALVE WATER SERVICE CURB STOP WITH MUELLER H-10306 CURB BOX FOR 3/4" AND 1" SERVICES AND H-10310 FOR 2" SERVICES CLASS 200 PSI C901 PE PIPE TO B U I L D I N G NOTES: 1.CURB STOPS TO MUELLER 300 SERIES BALL VALVE.. 2.SERVICE FITTINGS TO BE MUELLER INSTATITE OR 110 SERIES COMPRESSION FITTINGS. USE STAINLESS STEEL INSERTS PER MANUFACTURER RECOMMENDATIONS ON FITTINGS LARGER THAN 1". TRAFFIC RATED LID REQUIRED 24 " CONCRETE ADJUSTMENT RING, 2" MIN, 12' MAX 2' - 6" CONCRETE CATCH BASIN STORM PIPE, SEE PLAN FOR SIZE AND SLOPE NOTE: 1.ALL JOINTS BETWEEN CATCH BASIN, ADJUSTMENT RINGS, CASTING, AND SEWER PIPE SHALL BE WATER TIGHT. JOINING MATERIAL SHALL BE RAM-NEK OR EQUAL FOR ALL JOINTS OTHER THAN JOINTS BETWEEN SEWER PIPE AND CATCH BASIN. 2.ALL PIPE CONNECTIONS NOT CONSTRUCTIBLE AS DETAILED SHALL BE SUBMITTED TO CITY ENGINEER FOR REVIEW. FLEXIBLE GASKETED OR BOOTED JOINT, GROUT INTERIOR 6" OF 3" MINUS CRUSHED COMPACTED AGGREGATE FOUNDATION 6" CONCRETE APRON, PER CITY OF KALISPELL STANDARDS FOR DESIGN AND CONSTRUCTION 2'EDGE OF CONCRETE 3/8" BELOW PAVEMENT 24 " M I N . 6 NTS TYPICAL STORMWATER CATCH BASIN 24" MIN MH-37 FRAME AND SLOTTED COVER OR APPROVED EQUAL STEEL PIPE BOLLARD7NTS 3' 1'-6" DIA. 3" 4'4" Ø CONC. FILLED STEEL PIPE W/ YELLOW PLASTIC SHEATH 1/2" PRE-MOLDED EXPANSION JOINT WHERE CONCRETE OCCURS PAVING GRANULAR FILL CONCRETE SONNOTUBE 10x10x1/4" THICK PLATE WELDED ALL AROUND DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : E No.14108 PE T L CE S EN DI P RIKD.GARBERG A NANOM** F O R ISS E LANO E REENIGN Z: \ C l i e n t F i l e s \ 2 0 2 0 \ C i t y o f K a l i s p e l l \ 2 0 0 2 0 4 P o l i c e S e a r c h B u i l d i n g \ 6 D r a w i n g s \ 1 A u t o c a d \ C O K _ P S B _ C 2 . 0 0 . d w g FOR PERMIT C2.0020 0 2 0 4 4/1/2021 EDGJAC GENERAL NOTES AND DETAILS KA L S I P E L L M T 5 9 9 0 1 1S T A V E W . PO L I C E S E A R C H B U I L D I N G CI T Y O F K A L I S P E L L WALL ASSEMBLY NOTES: 1. ALL WALL TO WALL, WALL TO FLOOR AND WALL TO CEILING JOINTS TO HAVE ACOUSTICAL SEALANT. AT LOCATIONS WITH DEFLECTION GAPS, PROVIDE BATT INSULATION BETWEEN WALL PLATE AND ROOF TRUSS ASSEMBLY. 2. SEE FINISH SCHEDULE FOR GWB AND MDO FINISHES VERTICAL METAL SIDING WEATHER RESISTANT AIR BARRIER (1) STRUCTURAL SHEATHING WHERE REQ'D PER STRUCT. 2x6 WD STUDS @ 16" O.C. R-21 BATT INSULATION (1) 5/8" GYP. WALLBD. TAPE, TEXTURE, & PAINT EXTERIOR WALL SCALE: 1 1/2" = 1' A.1 6 MIL VAPOR BARRIER 2x4 WD STUDS @ 16" O.C. (1) 5/8" GYP. WALLBD. TAPE, TEXTURE, & PAINT INT. 2X4 WALL SCALE: 1 1/2" = 1' B.1 (1) 5/8" GYP. WALLBD. TAPE, TEXTURE, & PAINT 2x6 WD STUDS @ 16" O.C. R-11 SOUND BATTS (WHERE NOTED) (1) 5/8" GYP. WALLBD. TAPE, TEXTURE, & PAINT INT. 2X6 WALL SCALE: 1 1/2" = 1' B.2 (1) 5/8" GYP. WALLBD. TAPE, TEXTURE, & PAINT A.1X S 0'-0" KEY FOR WALL TYPES WALL ASSEMBLY 'X' INDICATES FIRE RATED SOUND INSULATION (WHERE OCCURS) ASSEMBLY HT. (IF NOT FULL HT.) VERTICAL METAL SIDING WEATHER RESISTANT AIR BARRIER (1) STRUCTURAL SHEATHING WHERE REQ'D PER STRUCT. 2x6 WD STUDS @ 16" O.C. R-21 BATT INSULATION EXTERIOR WALL SCALE: 1 1/2" = 1' A.2 6 MIL VAPOR BARRIER 2x6 WD STUDS @ 16" O.C. R-11 SOUND BATTS (WHERE NOTED) MDO PLYWOOD (UP TO 8'- 0") PAINTED W/ (1) 5/8" GWB ABOVE (8'-0") TO STRUCTURE ABOVE. TAPE, TEXTURE, PAINT. INT. 2X6 WALL SCALE: 1 1/2" = 1' B.5 MDO PLYWOOD TO FLOOR STRUCTURE ABOVE, SEE FINISH SCHEDULE 2x6 WD STUDS @ 16" O.C. R-11 SOUND BATTS (WHERE NOTED) (1) MDO PLYWOOD TO FLOOR STUCTURE ABOVE, PAINTED INT. 2X6 WALL SCALE: 1 1/2" = 1' B.3 (1) 5/8" GYP. WALLBD. TAPE, TEXTURE, & PAINT 2x6 WD STUDS @ 16" O.C. R-11 SOUND BATTS (WHERE NOTED) INT. 2X6 WALL SCALE: 1 1/2" = 1' B.4 (1) 5/8" GYP. WALLBD. TAPE, TEXTURE, & PAINT MDO PLYWOOD (UP TO 8'- 0") PAINTED W/ (1) 5/8" GWB ABOVE (8'-0") TO STRUCTURE ABOVE. TAPE, TEXTURE, PAINT. MDO PLYWOOD (UP TO 8'- 0") PAINTED W/ (1) 5/8" GWB ABOVE (8'-0") TO STRUCTURE ABOVE. TAPE, TEXTURE, PAINT. DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com A0.0 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 ARCHITECTURAL NOTES MSHH PR O J E C T # : 2 0 0 2 0 4 SHEET WHERE ITEM IS CUT ITEM IDENTIFICATION AX.X XX AX.X XX XX AX.X XX AX.X DETAIL ELEVATION ROUGH WOOD SECTION XXX X UNDISTURBED EARTH WALL TYPE REVISION NUMBER ROOM NUMBER DOOR NUMBER WINDOW TYPE PLYWOOD METAL RIGID INSULATION BATT INSULATION FINISHED WOODSTRUCTURAL FILL BLOCKING SAND, PLASTER, GROUT AND& ANGLEL AT@ CENTERLINECL CHANNELu DIAMETERO PLATEPL / ABBREVIATIONS SYMBOLS & MATERIALS SYMBOLS USED AS ABBREVIATIONS A AFF ACT ADJ AB ALUM ALT ANOD APPROX ARCH B BSMT BATH BM BRG BEDRM BET BLDG BO BOT BN BS C CPT CLG CT CLR CLST COL CONC CONST CONT CONTR CORR CJ CMU D DEMO DTL DIA DIM DW DIV DL DR DN DS DWG DF D E EA E ELEC ELEV EQ EQUIP EXIST EXP EJ EXT F FOB FOC FOM ABOVE FINISH FLOOR ACOUSTICAL CEILING TILE ADJUSTABLE ANCHOR BOLT ALUMINUM ALTERNATE ANODIZED APPROXIMATE ARCHITECT BASEMENT BATHROOM BEAM BEARING BEDROOM BETWEEN BUILDING BOTTOM OF BOTTOM BOUNDARY NAILING BOTH SIDES CARPET CEILING CERAMIC TILE CLEAR CLOSET COLUMN CONCRETE CONSTRUCTION CONTINUOUS CONTRACT, CONTRACTOR CORRIDOR CONTROL JOINT CONCRETE MASONRY UNIT DEMOLISH, DEMOLITION DETAIL DIAMETER DIMENSION DISHWASHER DIVISION DEAD LOAD DOOR DOWN DOWNSPOUT DRAWING DRINKING FOUNTAIN DRYER EACH EAST ELECTRIC ELEVATION, ELEVATOR EQUAL EQUIPMENT EXISTING EXPANSION EXPANSION JOINT EXTERIOR FACE OF BRICK FACE OF CONCRETE FACE OF MASONRY FOS FIN FF FEC FL FLR FD FT FTG FND FURN FUT FBO FRP G GA GALV GEN GL GWB GYPC H HALL HDW HVAC HT HM HORIZ HWT HR I IBC INCL INFO ID INSUL INT J JAN JC JT K KIT KO L LBL LAM LNDRY LAV LVL LL LR LOC'N M MFR MAS MO FACE OF STUDS FINISH FINISH FLOOR FIRE EXTINGUISHER/AND OR CABINET FLASHING FLOOR FLOOR DRAIN FOOT, FEET FOOTING FOUNDATION FURNITURE FUTURE FURNISHED BY OTHERS FIBER REINFORCED PANEL GAUGE GALVANIZED GENERAL GLASS GYPSUM WALL BOARD GYPCRETE HALLWAY HARDWARE HEATING, VENTILATING, & AIR CONDITIONING HEIGHT HOLLOW METAL HORIZONTAL HOT WATER TANK HOUR INTERNATIONAL BUILDING CODE INCLUDE, INCLUDED (ING) INFORMATION INSIDE DIAMETER INSULATE,INSULATION INTERIOR JANITOR JANITOR'S CLOSET JOINT KITCHEN KNOCK OUT LABEL LAMINATED LAUNDRY LAVATORY LEVEL LIVE LOAD LIVING ROOM LOCATION MANUFACTURER MASONRY MASONRY OPENING MATERIAL MAXIMUM MECHANICAL, MECHANICAL ROOM METAL MINIMUM MIRROR MISCELLANEOUS NOMINAL NORTH NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE NUMBER ON CENTER OFFICE OPENING OPPOSITE OUTSIDE DIAMETER OUTSIDE FACE OUT TO OUT PAINT, PAINTED PANEL PHASE PLASTIC PLASTIC LAMINATE PLATE PLYWOOD POLYVINYL CHLORIDE PREFINISHED PROPERTY QUANTITY RADIUS RAIN WATER LEADER REFERENCE REINFORCE, REINFORCEMENT REFLECTED CEILING PLAN REQUIRED REQUEST FOR INFORMATION REVISION RISER ROOF DRAIN ROOM ROUGH OPENING SCHEDULE SECTION SAFETY GLASS SHEATHING SIMILAR SLAB ON GRADE SOUTH SPECIFICATION SQUARE STANDARD STEEL STORAGE STRUCTURAL SQUARE FEET SUSPENDED MATL MAX MECH MTL MIN MIRR MISC N NOM N NA NIC NTS NO O OC OFF OPG OPP OD OF O/O P PNT PNL PH PLAS P-LAM PL PLYWD PVC PREFIN PROP Q QUAN R RAD RWL REF REINF RCP REQ'D RFI REV R RD RM RO S SCHED SEC SG SHTG SIM SOG S SPEC SQ STD STL STOR STRUCT SF SUSP NORTH ARROW STEEL GRAVEL BRICK VENEER POURED CONCRETE CONCRETE BLOCK VENEER EIFS KEY NOTE DEMOLITION NOTE FINISH TAG XX X X X X SPRAYFOAM INSULATION DISTURBED EARTH TELEPHONE TELEVISION TEMPERED, TEMPORARY TONGUE AND GROOVE TOP OF BRICK TOP OF SLAB TOP OF WALL TOP OF MASONRY TREAD TYPICAL UPWARD ACTING SECTIONAL DOOR UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE UTILITY VAPOR BARRIER VENEER VERTICAL VERTICAL GRAIN VINYL COMPOSITION TILE WAINSCOT WATER CLOSET WINDOW WATERPROOF (ING) WEATHER RESISTANT BARRIER WELDED WIRE FABRIC WELDED WIRE MESH WEIGHT WEST, WASHER WITH WASHER / DRYER T TEL TV TEMP T&G TOB TOS TOW TOM T TYP U UAS UBC UNO UTIL V VB VNR VERT VG VCT W WSCT WC WIN WP WRB WWF WWM WT W W/ W/D X.XX - S X'-X" 1 1/2" = 1'-0"1 WALL TYPE ASSEMBLIES MELISSA KATHLEEN STEINER 13707 SN E D ECIL A RCHIT E C T ANS T AT EOF M O N T A BOZEMAN, MT UP A A 1 C C 4 D4.1 2 D4.1 1 D4.0 1 B B 2 3 1' - 4" 5' - 8"12' - 4"27' - 8" SHOP 101 EVIDENCE / STOR. 102 UTILITY / MECH 103 R.R. 104 STOR. 105 EXIT A4.00 2 A4.001 A4.00 3 A4.00 4 1 A5.00 1 A5.00 2 A5.00 2 A5.00 40' - 0" B.3 A.1 A.2 B.4 A.2 A.1 A.1A.2 B.1 B.2 108 106 105 104 101 102 103 6' - 0 " 10 ' - 0 " 1' - 3 " 10 ' - 0 " 1' - 3 " 10 ' - 0 " 1' - 6 " 40 ' - 0 " 5' - 1 1 / 2 " A.1 A.1 B.4 CL CL CL CL CL 0' - 4 " 9' - 8 " 10 ' - 0 " 1' - 6 " 8' - 6 " 1' - 0 " 8' - 8 " 0' - 4 " 21 ' - 6 " 9' - 6 " 9' - 0 " 40 ' - 0 " 1 110111 B.5 CL 2' - 10"14' - 2" 2 2 2 2 B.1 6' - 9" CL 3' - 5 1/2" 3 A5.00 3 A5.00 3 TYP 4 5 DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com A1.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 LEVEL 1 FLOOR PLAN MSHMH PR O J E C T # : 2 0 0 2 0 4 LEVEL 1 FLOOR PLAN KEYNOTES 1 EMERGENCY SHOWER/ EYEWASH, SEE PLUMBING 2 BOLLARD, SEE CIVIL FOR EXACT LOACTION. PAINT RUST-OLEUM SAFETY YELLOW 3 FLOOR DRAIN 4 MOP SINK 5 WATER HEATER 3/8" = 1'-0"1 FLOOR PLAN GENERAL PLAN NOTES: 1. SEE PLUMBING SHEETS FOR ALL FIXTURES MELISSA KATHLEEN STEINER 13707 SN E D ECIL ARCHIT E C T ANS T AT EOF M O N T A BOZEMAN, MT UP A A 1 C C 4 B B 2 3 CL CL CL 9' - 6 " 9' - 6 " 10 ' - 6 " MEZZANINE 201 1 A5.00 1 A5.00 2 A5.00 2 A5.00 CL 2' - 0 " 8' - 6 " 40' - 0" B B 1 B.1 42" A.F.F 12' - 4"6' - 8" CLCL 7' - 0" CLCL 7' - 0"7' - 0" B A A A A A A A.2 A.2 A.1 A.1 A.1 A.1 40 ' - 0 " B.1 SLOPE WALL 42" ABOVE STAIR TREADS 3 A5.00 3 A5.00 DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com A1.20 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 MEZZANINE LEVEL PLAN MSHH PR O J E C T # : 2 0 0 2 0 4 3/8" = 1'-0"1 MEZZANINE LEVEL PLAN MEZZANINE KEYNOTES 1 PONY WALL AS GUARDRAIL, 42" AFF MIN. SEE FINISH PLAN FOR CAP A7.00 MELISSA KATHLEEN STEINER 13707 SN E D ECIL A RCHIT E C T ANS T AT EOF M O N T A BOZEMAN, MT MTL SOFFIT GWB CEILING TYPES LEGEND 1 A A 1 C C 4 B B 2 3 EVIDENCE / STOR. 102 UTILITY / MECH 103 R.R. 104 SHOP 101 STOR. 105 GWB W/ FRAMING 8' - 0" GWB W/ FRAMING 8' - 0" GWB W/ FRAMING 8' - 0 1/2" 7' - 7 5/8" B.O. BEAM 2 2 3 3 DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com A2.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 LEVEL 1 REFLECTED CEILING PLAN MSHH PR O J E C T # : 2 0 0 2 0 4 LEVEL 1 RCP KEYNOTES 1 SLOPED CEILING @ B.O. STAIR 2 SEE ELECTRICAL DRAWINGS FOR FINAL FIXTURE LOCATIONS 3 WESTERN STATES METAL SALES SOFFIT 3/8" = 1'-0"1 LEVEL 1 RCP MELISSA KATHLEEN STEINER 13707 SN E D ECIL A RCHIT E C T ANS T AT EOF M O N T A BOZEMAN, MT CEILING GENERAL NOTES: 1. SEE ELECTRICAL DRAWINGS FOR ALL LIGHTING FIXTURES LOCATION. 2. SEE MECH DRAWINGS FOR ALL FIXTURES AND LOCATIONS A A 1 C C 4 B B 2 3 1 ATTACHED TO B.O. ROOF TRUSS 8'-0" (VFY) GWB W/ FRAMING 22 2 2 3 GWB CEILING TYPES LEGEND MTL SOFFIT DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com A2.10 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 MEZZANINE LEVEL REFLECTED CEILING PLAN MKSHMH PR O J E C T # : 2 0 0 2 0 4 3/8" = 1'-0"1 MEZZANINE LEVEL RCP MEZZANINE RCP KEYNOTES 1 ACCESS HATCH. SEE STRU FOR DETAILS 2 WESTERN STATES METAL SALES SOFFIT 3 MECH UNIT. CEILING GENERAL NOTES: 1. SEE ELECTRICAL DRAWINGS FOR ALL LIGHTING FIXTURES LOCATION. 2. SEE MECH DRAWINGS FOR ALL FIXTURES AND LOCATIONS MELISSA KATHLEEN STEINER 13707 SN E D ECIL A RCHIT E C T ANS T AT EOF M O N T A BOZEMAN, MT -24 GAUGE PRB PANEL (PURLIN BEARING R PANEL) MATTE BLACK -UDL-30 OR SIMILAR UNDERLAYMENT -SHTG PER STRUCT. -FRAMING PER STRUCT. -R-30 MIN. INSULATION BLOW IN -6 MIL. V.B. -5/8" GWB B.O. TRUSSES ROOF TYPE LEGEND R-1 -24 GAUGE PRB PANEL (PURLIN BEARING R PANEL) MATTE BLACK -FRAMING PER STRUCT. R-2 3"/12" 2" / 1 2 " 1 A A 1 C C 4 3"/12" 2"/12" R-1 R-2 R-2 TYP. OVRHNG 1' - 6" 40' - 0" 4' - 0" 6' - 0" 0' - 11" 1 A5.00 1 A5.00 2 A5.00 2 A5.00 ROOF BELOW 7' - 0 3/4" 40' - 0" 1 1 1 2 2 TYP 1 TYP. OVRHNG 1' - 6"40' - 0" TYP. OVRHNG 1' - 6" 3 R-1 1 A3.10 6 A3.10 3 A3.10 3 A3.10 4 A3.10 4 A3.10 4 1 3 A5.00 3 A5.00 TYP TYP. OVRHNG 1' - 6" 7 A3.10 DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com A3.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 ROOF PLAN MSHH PR O J E C T # : 2 0 0 2 0 4 ROOF PLAN KEYNOTES 1 GUTTER AND DOWNSPOUT, ROOF MANUF TO SUPPLY TO MATCH 2 ICE AND WATERSHIELD 3 SNOW GUARD 4 PLUMBING VENT, SEE MECH DRAWINGS FOR EXACT LOCATION 3/8" = 1'-0"1 ROOF PLAN MELISSA KATHLEEN STEINER 13707 SN E D ECIL A RCHIT E C T ANS T AT EOF M O N T A BOZEMAN, MT PREFINISHED METAL ROOFING PANEL ROOF SHTG. 30# FELT UNDERLAYMENT FASTENER PREFINISHED J-CHANNEL SEALANT PREFINISHED METAL FLASHING FASTENER SIDING PER ELEV PERPENDICULAR TO WALL WRB, LAP OVER FLASHING ROOF SHTG. 30# FELT UNDERLAYMENT (IF APPLIED OVER WD SHTG), RUN UNDER PHILEDALPHIA FLASHING PREFINISHED METAL ROOFING PANEL PREFINISHED METAL FLASHING SIDING PER ELEV PREFINISHED J-CHANNEL FASTENER FASTENER SEALANT SLOPED AT WALL WRB, LAP OVER FLASHING ROOF JACK TYP. ROOF ASSEMBLY PIPE OR FLUE SEALANT BELOW JACK FLANGES PER MFR REQUIREMENTS ROOF SHTG PREFINISHED METAL ROOFING PANEL UNDERLAYMENT SNOW GUARDS: S-5 COLOR GUARD SNOW FENCE SYSTEM -ROOF MFR TO PROVIDE MATCHING COLOR STRIP, SPACING PER MFR'S RECOMMENDATION ICE & WATER SHIELD SHALL BE APPLIED FROM EAVES TO A LINE 24" INSIDE EXTERIOR WALL LINE (36" MIN DISTANCE FROM EAVES @ SLOPES > 8/12), INSTALL PER MANUFACTURERS INSTRUCTIONS DRIP EDGE SYNTHETIC UNDERLAYMENT UDL-30 OR SIM. LAP PER MFR'S RECOMMENDATION PRE FINISHED METAL ROOFING PANEL (SEE ROOF PLAN A3.00) 4 "M I N PRE-MANUF MTL GUTTER TO MATCH ROOFING PANEL METAL PANEL METAL PANEL OUTSIDE CLOSURE STITCH @ EVERY RIB TAPE SEALANT UNIVERSAL RIB COVER PRE-MANUFACTURED TRUSSES UNDERLAYMENT SHEATHING PER STRUCTURAL EAVE ALONG RAKE SHADOW BOARD (IF PRESENT) METAL DRIP EDGE APPLIED OVER FELT ALONG RAKE ROOF SHTG UNDERLAYMENT FASCIA ROOFING PER A3.0 ROOF SHTG UNDERLAYMENT DRIP EDGE, APPLIED BELOW UNDERLAYMENT, USE DEEP LEG ON SLOPES LOWER THAN 3:12. FASCIA ROOF PER A3.0 DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com A3.10 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 ROOF DETAILS MSMRC PR O J E C T # : 2 0 0 2 0 4 1 1/2" = 1'-0"2 ROOF BREAK PERP. TO WALL 1 1/2" = 1'-0"3 ROOF BREAK SLOPED AT WALL 1 1/2" = 1'-0"5 ROOF PENETRATION DTL-METAL ROOF 1 1/2" = 1'-0"6 SNOW GUARD 1 1/2" = 1'-0"4 ROOF EDGE FLASHING 1 1/2" = 1'-0"1 RIDGE CAP @ MTL ROOF (NON-VENTED) 1 1/2" = 1'-0"7 DRIP EDGE - RAKE MELISSA KATHLEEN STEINER 13707 SN E D ECIL A RCHIT E C T ANS T AT EOF M O N T A BOZEMAN, MT 1 1/2" = 1'-0"8 DRIP EDGE F.F. 0' -0" T.O.PLATE 17' -2 7/8" AC MEZZANINE FF 9' -1 3/4" 2 2 2 6 6 7 8 B.O. BRACE 4' - 4" B.O. BRACE 5' - 4" 8 8 A A A 12 10 10 3 10 11 2 A8.00 3 A8.00 4 A8.00 F.F. 0' -0" T.O.PLATE 17' -2 7/8" 14 MEZZANINE FF 9' -1 3/4" 2 6 9 1 10 10 8 7 12 TYP TYP 103 102 A.1 101 2 3 11 5 A8.00 6 A8.00 7 A8.00 F.F. 0' -0" T.O.PLATE 17' -2 7/8" 1 4 MEZZANINE FF 9' -1 3/4" 1 2 3 3 4 5 8 10 8 B B B 10 10 TYP TYP TYP 2 11 F.F. 0' -0" T.O.PLATE 17' -2 7/8" A C MEZZANINE FF 9' -1 3/4" 2 2 3 7 48 8 A A A 12 2 10 11 8 A8.00 9 A8.00 10 A8.00 DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com A4.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 EXTERIOR ELEVATIONS MSHH PR O J E C T # : 2 0 0 2 0 4 1/4" = 1'-0"2 NORTH ELEVATION 1/4" = 1'-0"1 EAST ELEVATION 1/4" = 1'-0"3 WEST ELEVATION 1/4" = 1'-0"4 SOUTH ELEVATION ELEVATION KEYNOTES 1 GABLE END VENT (24" x 42"), CONTRACTOR TO PROVIDE STANDARD COLOR SAMPLES TO ARCH FOR APPROVAL. 2 WESTERN STATES MTL ROOFING PRB PANEL, MATTE BLACK, 24 GAUGE. INSTALLATION TO FOLLOW MANUF REQUIREMENTS TO ENSURE NO OIL CANNING. 3 PREMANUFACTURED GUTTER AND DOWNSPOUT TO MATCH ROOFING 4 VINYL WINDOW, SEE WINDOW SCHEDULE ON A8.00, TYP ALL. 5 COLUMN AND BEAM PER STRUCTURAL, STAIN MINWAX 'DARK WALNUT' 2716 (OIL BASED) 6 KNEE BRACE PER STRUCTURAL, STAIN MINWAX 'DARK WALNUT' 2716 (OIL BASED) 7 WESTERN STATES PBR METAL SIDING PANEL, ASH GREY, 24 GAUGE. INSTALLATION TO FOLLOW MANUF REQUIREMENTS TO ENSURE NO OIL CANNING. 8 WESTERN STATES MTL FASCIA, MATTE BLACK TO MATCH ROOFING PANEL. 9 SIGNAGE, BY OWNER 10 LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS, TYP ALL. 11 METAL TRIM PER METAL MANUF 12 MECH EQUIPMENT, SEE MECH DRAWINGS, TYP ALL MELISSA KATHLEEN STEINER 13707 SN E D ECIL A RCHIT E C T ANS T AT EOF M O N T A BOZEMAN, MT F.F. 0' -0" T.O.PLATE 17' -2 7/8" FOUNDATION -4' -0" 14 T.O.P LEVEL 1 8' -1 1/8" MEZZANINE FF 9' -1 3/4" 23 2 A5.00 106108 B B R-49 BLOW IN INSULATION B 110 SHOP 101 16 RISERS 9' - 1 3/4" MAX 42" AFF A6.00 2 A5.00 4 3 A5.00 8' - 0" A.F.F.MD O GW B F.F. 0' -0" T.O.PLATE 17' -2 7/8" FOUNDATION -4' -0" AC T.O.P LEVEL 1 8' -1 1/8" MEZZANINE FF 9' -1 3/4" B 1 A5.00 42" 4' - 0" A6.00 1 SHOP 101 R.R. 104 MEZZANINE 201 A6.00 3 A A A R-49 BLOW IN INSULATION MD O GW B 8' - 0" A.F.F. METAL SOFFIT TO MATCH ROOFING, SEE 1/A2.10 WC GW B A3.10 8 LAG BOLT INTO WOOD BLOCKING IN WOOD STUD WALL. BLACK FINISH NOTE: TOP OF HANDRAIL TO BE A MIN. OF 34" AND A MAX. OF 38" HANDRAIL SUPPORT NOT TO EXCEED 4'-0" O.C. 1 1/2" MIN 1 1/4" MIN TO 2" MAX F.F. 0' -0" T.O.PLATE 17' -2 7/8" FOUNDATION -4' -0" A C T.O.P LEVEL 1 8' -1 1/8" MEZZANINE FF 9' -1 3/4" B MD O GW B R-49 BLOW IN INSULATION 1 A5.00 A35 (2) ON CENTER STRINGER (1) ON EDGE STRINGERS SEE STRUCT. FLOOR SHTG JOISTS 2X12 TREAD 2X6 NAILER DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com A5.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 BUILDING SECTIONS MSHH PR O J E C T # : 2 0 0 2 0 4 1/4" = 1'-0"1 BUILDING SECTION 1 1/4" = 1'-0"2 BUILDING SECTION 2 NTS4HANDRAIL DTL 1/4" = 1'-0"3 BUILDING SECTION 3 1" = 1'-0"5 STAIR DTL MELISSA KATHLEEN STEINER 13707 SN E D ECIL A RCHIT E C T ANS T AT EOF M O N T A BOZEMAN, MT 12 3 F.F. 0' -0" T.O.PLATE 17' -2 7/8" FOUNDATION -4' -0" C HEADER, SEE STRUCTURAL OVERHEAD DOOR PER PLAN FOUNDATION, SEE STRUCTURAL CONCRETE DRIVE, SEE CIVIL CONCRETE SLAB, SEE STRUCTURAL A8.00 5 WALL TYPE PER PLAN GWB 5/8" GWB CEILING, ATTACH TO B.O. STRUCUTRE R-49 BLOWN-IN INSULATION METAL SOFFIT TO MATCH ROOFING, SEE RCP METAL ROOFING, SEE ROOF PLAN ROOF TRUSSES, SEE STRUCTURAL MD O GW B 8' - 0" A.F.F. F.F. 0' -0" T.O.PLATE 17' -2 7/8" FOUNDATION -4' -0" 4 T.O.P LEVEL 1 8' -1 1/8" MEZZANINE FF 9' -1 3/4" VENTED METAL SOFFIT R-49 BLOW IN INSULATION GUTTER FASCIA SUB FASCIA SHEATHING PER STRUCTURAL 2X BLOCKING WRB MEMBRANE WALL TYPE PER PLAN FOUNDATION, SEE STRUCTURAL CONCRETE SLAB, SEE STRUCTURAL 108 SHOP 101 METAL ROOF, SEE ROOF PLAN 8' - 0" A.F.F.MD O GW B MAX 3' - 6" WALL CAP, SEE 3/A6.00 GWB 5/8" GWB CEILING, ATTACH TO B.O. STRUCUTRE ALUMINUMN T-STRIP @ MDO TO GWB TRANSITION F.F. 0' -0" T.O.P LEVEL 1 8' -1 1/8" MEZZANINE FF 9' -1 3/4" B 2X6 WALL CAP, CLEAR FIR, HAND SMOOTH W/ POLY TOP COAT, ATTACH W/8d FINISH NAILS 6" O.C. STAGGERED MAX 3' - 6" CONCRETE SLAB PER STRUCTURAL SHEATHING PER STRUCTURAL 10" WALL TYPE PER PLAN WC GW B MEZZANINE 201 R.R. 104 WALL TYPE PER PLAN GWB 8' - 0" A.F.F. MDO 5/8" GWB CEILING, ATTACH TO B.O. STRUCUTRE LVP FLOOR FINISH, SEE FINISH PLAN DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com A6.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 WALL SECTIONS MKSHMH PR O J E C T # : 2 0 0 2 0 4 3/4" = 1'-0"1 WALL SECTION @ GRIDLINE C 3/4" = 1'-0"2 WALL SECTION @ GRIDLINE 4 3/4" = 1'-0"3 WALL SECTION @ GRIDLINE B MELISSA KATHLEEN STEINER 13707 SN E D ECIL A RCHIT E C T ANS T AT EOF M O N T A BOZEMAN, MT UP PT B-1 LVP PLY PLY PLY PLY PT B-1 SC PT PT PT PT PT B-1 LVP WC/PT WC/PT WC/PT WC/PT PT B-1 SC PT PT PT PT A7.10 3 24 EVIDENCE / STOR. 102 SHOP 101 UTILITY / MECH 103 R.R. 104 LVP SC LVP SC SC PT B-1 LVP PT PT PT PT OPEN TO BELOW UP CAP CAP MEZZANINE 201 TREADSLVP DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com A7.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 FLOOR FINISH PLAN MSHH PR O J E C T # : 2 0 0 2 0 4 FINISH SCHEDULE TAG KEY COLOR MANUFACTURER STYLE NOTE B-1 BASE 48 GREY TRADITIONAL VINYL 1/8" (TYPE TV) TARKETT RESILIANT BASE 4" WITH TOE TARKETT 960 WALL BASE ADHESIVE CAP RAILING CAP CLEAR GRADE 2X6 DOUGLAS FIR ANY WOOD SAND TO HAND SMOOTH, POLY FINISH LVP LUXURY VINYL PLANK ZURICH NOLV0206 TAS FLOORING WF TAYLOR 2091 ADHESIVE PT-1 PAINT AGREEABLE GREY SW7029 SHERWIN WILLIAMS SC SEALED CONCRETE ST-1 STAIN PROVINCIAL MW 211 MINWAX TREADS TREADS 48 GREY TARKETT .080" GAUGE TARKETT 965 FLOORIING AND TREAD ADHESIVE WC WAINSCOATING BRUSHED ALUMINUM KOROGUARD PROTECTIVE WALL COVERINGS .040" TRIM W/ ALUMINUM STRIPPING. KOROSEAL JC12, IC12, AND DB12 CLG BASE FLOOR SOUTH WALL EAST WALL NORTH WALL WEST WALL NOTES: 1/4" = 1'-0"1 FINISH FLOOR PLAN ROOM FINISH KEY 1/4" = 1'-0"2 MEZZANINE FINISH FLOOR MELISSA KATHLEEN STEINER 13707 SN E D ECIL A RCHIT E C T ANS T AT EOF M O N T A BOZEMAN, MT 39"- 41" 33" -36" 12" MAX.18" MIN 39"- 41" 42" CL 12"24" 36" 33" -36" 1' - 6 1/2"16"-18" 17 " -19 " FINISH FLOOR CL GRAB BARS TOILET PAPER DISPENSER SINK/LAV THE FRONT OF LAVATORIES AND SINKS SHALL BE 34" MAXIMUM ABOVE THE FLOOR MEASURED TO THE HIGHER OF THE RIM OR COUNTER SURFACE SOAP DISPENSER MIRROR 40" MAX. IF O V E R A SI N K , 3 5 " MA X I F NO T TOWEL DISPENSER 48" MAX COAT HOOK LEVER TO BE ON THE SIDE OPPOSITE TO A WALL CLEAR AREA 34" MAX 27" MIN 6" 9" 17" 8" REST .... 60" MAX .... 48" MIN ROOM BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT NOTE: SIGNS SHALL COMPLY WITH CHAPTER 7: COMMUNICATION ELEMENTS AND FEATURES, 703 SIGNS -'ADA STANDARDS FOR ACCESSIBLE DESIGN' CHARACTER HEIGHT OF SIGNAGE IS BASED ON THE VIEWING DISTANCE AND HEIGHT OF THE SIGN AFF. MIN. 5/8". MAX 44" 17" 1 1/2" MIN. TO TOWEL PULL 48" MAX 2 3 5 WC PT-1 5' - 0" B-1 PT-1 45' - 0" WC B-1 1 5 PT-1 5' - 0" WC B-1 DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com A7.10 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 INTERIOR ELEVATIONS MSHH PR O J E C T # : 2 0 0 2 0 4 INTERIOR ELEVATION KEYNOTES 1 TOILET PAPER DISPENSER 2 SOAP DISPENSER 3 MIRROR 4 PAPER TOWEL DISPENSER 5 GRAB BARS 1/4" = 1'-0"1 BATHROOM ACCESSORIES - ADA 1/2" = 1'-0"3 RESTROOM NORTH 1/2" = 1'-0"2 RESTROOM EAST 1/2" = 1'-0"4 RESTROOM WEST MELISSA KATHLEEN STEINER 13707 SN E D ECIL A RCHIT E C T ANS T AT EOF M O N T A BOZEMAN, MT A B C D "WAYNE-DALTON" CLASSIC STEEL GARAGE DOOR CONTEMPOARY STYLE TAUPE INTERIOR SOLID CORE WOOD DOOR STAIN: DARK WALNUT MW2716 WITH SATIN POLYURETHANE TOP COAT HOLLOW METAL DOOR "STEELCRAFT" B SERIES FLUSH DOOR PAINT TO MATCH OVERHEAD DOOR INSULATED HOLLOW METAL DOOR "STEELCRAFT" B SERIES FLUSH DOOR PAINT TO MATCH OVERERHEAD DOOR PELLA 350 SERIES VINYL W/CENTER SET GLAZING. COLOR: DUAL COLOR BLACK EXTERIOR, WHITE INTERIOR GLAZING: 1" THICK INSULATING GLASS, LOW-E SAFETY GLAZING REQUIRED LOCATIONS: -ALL DOORS -GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL IS WITHIN 24" ARC OF EITHER VERTICAL EDGE OF DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE WALKING SURFACE. -GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF WALKING SURFACE WHEN EXPOSED SURFACE OF GLASS IS LESS THAN 60" ABOVE THE WALKING SURFACE (EXCEPTION: IF HANDRAIL OR GUARD IS INSTALLED , POSITIONED BETWEEN 34"-38" ABOVE WALKING SURFACE, CAPABLE OF WITHSTANDING 50 LBS OF FORCE/ FT WITHOUT TOUCHING THE GLASS) -GLAZING ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD OF THE STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD. B A 5' - 0" 2' - 0" 7' - 0" 4' - 0" 4' - 0" 4' - 0" EQ EQ 3' - 0" AL -ALUMINUM FG -FIBERGLASS HM -HOLLOW METAL, WELDED STEEL KD -KNOCKDOWN METAL MDF -MEDIUM DENSITY FIBERBOARD MPD -MOLDED PANEL DOOR (MASONITE) MTL -METAL, STEEL SC WD -SOLID CORE WOOD WD -WOOD SHTG PER STRUCTURAL SIDING PER ELEV HM DOOR GWB FLASHING VB INTERIOR EXTERIOR WRB, LAP OVER HD FLASHING WALL TYPE PER PLAN SEALANT, TYP.TRIM & SIDING PER ELEV HM DOOR CAULKING, TYP. WRB WRAP INTO OPENING VB INTERIOR EXTERIOR SHTG PER STRUCTURAL WALL TYPE PER PLAN HM DOOR EXTERIOR CONCRETE SLAB WEATHERING DOOR SWEEP THRESHOLD, 1/2" MAX HGT. INTERIOR EXTERIOR WALL BEYOND UPWARD ACTING SECTIONAL DOOR INTERIOR CONCRETE SLAB THERMAL BREAK THRESHOLD, 1/2" MAX HGT. INTERIOR EXTERIOR WALL TYPE PER PLAN HDR PER STRUCTURAL P.T. 2X6 WEATHER SEAL UPWARD ACTING SECTIONAL DOOR J-METAL TRIM PAD OUT AS REQUIRED MTL TRIM SIDING PER ELEV SHTG PER STRUCTURAL UPWARD ACTING SECTIONAL DOOR P.T. 2X6 WEATHER SEAL J-METAL TRIM WALL TYPE PER PLAN WRB WOOD STOP MOULDING TRIM INTERIOR EXTERIOR INSTALLED FENESTRATION UNIT APPLY WEATHER RESISTANT BARRIER / AIR BARRIER PER MFR INSTRUCTIONS STEP 1. INSTALL FLEXIBLE SILL FLASHING STEP 2. APPLY SEALANT AT JAMBS AND HEAD STEP 3. INSTALL FLANGED WINDOW STEP 4. INTERIOR EXTERIOR 6" MIN. LAP PAST SILL FLASHING 1" MIN INSTALL STRAIGHT FLASHING OVER WINDOW FLANGE AT JAMBS STEP 5. INSTALL STRAIGHT FLASHING OVER WINDOW FLANGE AT HEAD STEP 6. INSTALL WINDOW HEAD TRIM AND CUT IN THRU- WALL HEAD FLASHING OVER TOP WINDOW TRIM STEP 7. REMOVE SILL FOR NEW WINDOW INSTALLATION VINYL WINDOW METAL SIDING PER ELEV APPLY 4" 'TARCO LEAKBARRIER' DOOR AND WINDOW TAPE PER MFR WRB OVER WINDOW FLANGE AT HEAD INTERIOR EXTERIOR SHTG SEALANT J-METAL TRIM SEALANT APPLY 4" 'TARCO LEAKBARRIER' DOOR AND WINDOW TAPE PER MFR METAL SIDING PER ELEV VINYL WINDOW GWB INTERIOR EXTERIOR WRB OVER WINDOW FLANGE AT HEAD J-METAL TRIM SEALANT WINDOW EDGE METAL SIDING PER ELEV APPLY 4" 'TARCO LEAKBARRIER' DOOR AND WINDOW TAPE PER MFR VINYL WINDOW WRB UNDER WIN FLANGE AT SILL GWB J-METAL TRIM FLEXIBLE SILL FLASHING TYP. TURN UP AT JAMB 3" MIN. INTERIOR EXTERIOR DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com A8.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 DOOR AND WINDOW SCHEDULE AND DETAILS MKSHH PR O J E C T # : 2 0 0 2 0 4 DOOR SCHEDULE DOOR NO. FROM TO SIZE LABEL TYPE DOOR MAT. FRAME MAT. LITE HARDWARE DOOR STOP (W:WALL, F:FLOOR)REMARKS 101 EXTERIOR SHOP 10'-0" x 12'-0" x 2" A OH NONE (none) HARDWARE BY MANUFACTURER (COORDINATE W/ELECTRICAL) 102 EXTERIOR SHOP 10'-0" x 14'-0" x 2" A OH NONE (none) HARDWARE BY MANUFACTURER (COORDINATE W/ELECTRICAL) 103 EXTERIOR SHOP 10'-0" x 10'-0" x 2" A OH NONE (none) HARDWARE BY MANUFACTURER (COORDINATE W/ELECTRICAL) 104 EXTERIOR SHOP 3-0" x 6'-8" x 1 3/4" B HM NONE HDW-1 SINGLE ENTRANCE 105 STOR. SHOP 2'-6" x 6'-8" x 1 3/4" D HM NONE HDW-7 EVIDENCE 106 EVIDENCE / STOR. SHOP 3-0" x 6'-8" x 1 3/4" C MTL NONE HDW-4 OFFICE 108 SHOP R.R. 3'-0" x 6'-8" x 1 3/4" D HM NONE HDW-5 PRIVATE RESTROOM 110 UTILITY / MECH SHOP 3'-0" x 6'-8" x 1 3/4" D HM NONE HDW-8 PASSAGE DOOR 111 UTILITY / MECH EXTERIOR 3-0" x 6'-8" x 1 3/4" B HM NONE HDW-1 SINGLE ENTRANCE 1/4" = 1'-0" DOOR SCHEDULE 1/4" = 1'-0" WINDOW SCHEDULE DOOR HARDWARE HDW HARDWARE HDW-1 SINGLE ENTRANCE 1 CYLINDER LOCK 1 1/2 PR BUTTS 1 THRESHOLD WEATHERSTRIPPING HDW-4 OFFICE 1 1/2 PR BUTTS 1 LOCKSET ANSI F-82/ BHMA B 1 WALL STOP 1 SET SILENCERS HDW-5 PRIVATE RESTROOM 1 1/2 PR BUTTS 1 LOCKSET F-76 1 WALL STOP 1 SET SILENCERS KICK PLATE HDW-7 EVIDENCE 1 1/2 PR BUTTS 1 LOCKSET ANSI F86/ BHMA D 1 WALL STOP 1 SET SILENCERS HDW-8 PASSAGE DOOR 1 1/2 PR BUTTS 1 LOCKSET ANSI F-75/ BHMA N 1 WALL STOP 1 SET SILENCERS GENERAL NOTES: 1. HARDWARE: HINGES:BY STANLEY, HAGER OR APPROVED EQUAL. LOCKSETS:BY SARGENT, ADAMS-RITE, SCHLAGE OR APPROVED EQUAL . CLOSER:BY LCN, DORMA OR APPROVED EQUAL. WEATHERSTRIPPING, THRESHOLD, AND SWEEP:BY PEMKO OR APPROVED EQUAL KEY SYSTEM - -SARGENT (CY-1) CYLINDERS FOR ALUMINUM ENTRANCES. 2. CONTRACTOR RESPONSIBLE TO NOTIFY DESIGNER OF SUBSTITUTIONS FOR NOTED HARDWARE. 3. DOOR & DOOR HARDWARE SUBMITTAL REQUIRED. 4. HOLLOW METAL DOORS: 18 GAUGE METAL. HOLLOW METAL DOOR FRAMES: 16 GAUGE AND WELD UP. 5. KNOCKDOWN FRAMES: 18 GA OR 20GA? HARDWARE COLOR: 1 2 1 1/2" = 1'-0"2 HM DR DET 1 1/2" = 1'-0"3 HM DR JAMB DTL 1 1/2" = 1'-0"4 THRESHOLD AT HM DR 1 1/2" = 1'-0"7 THRESHOLD AT OH DR 1 1/2" = 1'-0"5 OH DR HD DTL-MTL SIDING 1 1/2" = 1'-0"6 OH DR JAMB DTL-MTL SIDING 3/4" = 1'-0"11 WIN FLASHING SEQUENCE 1 1/2" = 1'-0"8 VINYL WIN HD DTL-MTL SIDING 1 1/2" = 1'-0"9 VINYL WIN JAMB DTL-MTL SIDING 1 1/2" = 1'-0"10 VINYL WIN SILL DTL-MTL SIDING MELISSA KATHLEEN STEINER 13707 SN E D ECIL A RCHIT E C T ANS T AT EOF M O N T A BOZEMAN, MT 0.783/0.221 0.62/0.288 115 MPH 100 PSF II LIGHT FRAMED WALL SYSTEM W/ WOOD STRUCTURAL PANELS D 3.345 KIPS 1.0 2. FLOOR LIVE LOAD 3. ROOF LIVE LOAD - 4. ROOF SNOW LOAD 5. WIND LOAD A. BASIC WIND SPEED (3-SECOND GUST) - B. WIND IMPORTANCE FACTOR- C. BUILDING CATEGORY - D. WIND EXPOSURE - 6. EARTHQUAKE DESIGN DATA A. SEISMIC IMPORTANCE FACTOR - D. SPECTRAL RESPONSE COEFFICIENTS SDS / SD1 - E. SITE CLASS - H. BASE SHEAR F. SEISMIC DESIGN CATEGORY G. BASIC SEISMIC FORCE RESISTING SYSTEM- 20 PSF1. ROOF DEAD LOAD B. OCCUPANCY CATEGORY- C. MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss / S1 - I. SEISMIC RESPONSE COEFFICIENT Cs J. RESPONSE MODIFICATION FACTOR K. ANALYSIS PROCEDURE USED II 0.095 6.5 EQUIVALENT LATERAL FORCE B NOTE: SEE DRIFTS & UNBALANCED SNOW LOADS ON 6/S0.00 B. DESIGN LOADS STRUCTURAL DESIGN A. GOVERNING CODES AND GENERAL NOTES INTERNATIONAL BUILDING CODE (IBC) 2018 AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)- MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES- ASCE 7-16 AMERICAN CONCRETE INSTITUTE (ACI) - BUILDING CODE & COMMENTARY ACI 318-14 AMERICAN CONCRETE INSTITUTE (ACI) - BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530-14 AMERICAN INSTITUTE STEEL OF CONSTRUCTION (AISC) - STEEL CONSTRUCTION MANUAL FOURTEENTH EDITION AISC 360-16 AMERICAN FOREST & PAPER ASSOCIATION (AF&PA) - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION NDS 2018 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) 9TH EDITION THE CONTRACTOR IS RESPONSIBLE FOR LOCATING OR HAVING LOCATED THE BUILDING ON THE SITE AND VERIFYING ALL FOUNDATION DIMENSIONS, AND SETBACK REQUIREMENTS FROM EASEMENTS AND PROPERTY LINES WITH THE ARCHITECT PRIOR TO CONSTRUCTION. D 20 PSF 1.0 46 PSF 1.0 60.0 PSF A. THE GROUND SNOW LOAD, Pg - B. AWNING SNOW LOAD, Pf - C. SNOW EXPOSURE FACTOR, Ce - D. SNOW LOAD IMPORTANCE FACTOR, I - E. THERMAL FACTOR, Ct - 1 1.1 50.40 PSF 6. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL DOUBLE TOP PLATES, SEE DETAIL FOR LAP SPLICE SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 10. DOUBLED TOP PLATES, TYPICAL FACE NAIL 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 1. JOIST TO SILL OR GIRDER, TOENAIL 2. BRIDGING TO JOIST, TOENAIL EACH END 3. 1"X6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 4. WIDER THAN 1"X6" SUBFLOOR TO EACH JOIST, FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 20. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 21. 1"X8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 22. WIDER THAN 1"X8" SHEATHING TO EACH BEARING, FACE NAIL 26. WOOD STRUCTURAL AND PARTICLE BOARD 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 14. CONTINUOUS HEADER, TWO PIECES 15. CEILING JOIST TO PLATE, TOENAIL 16. CONTINUOUS HEADER TO STUD, TOENAIL 12. RIM JOIST TO TOP PLATE, TOENAIL 7. TOP PLATE TO STUD, END NAIL 8. STUD TO SOLE PLATE 9. DOUBLE STUDS, FACE NAIL 5/8" 29. INTERIOR PANELING 3/8" 1/4" 25/32" 28. FIBERBOARD SHEATHING: 1/2" 24. BUILT-UP GIRDER AND BEAMS 1/2" OR LESS 27. PANEL SIDING (TO FRAMING): 25. 2" PLANKS 19. RAFTER TO PLATE, TOE NAIL 23. BUILT-UP CORNER STUDS 16d @ 16" o.c. 2-16d 16d @ 16" o.c. 3-16d @ 16" 16d @ 24" o.c. 3-8d 4-8d,TOENAIL OR 2-16d, END NAIL 3-8d 2-8d 2-8d 3-8d 2-16d 8d No. 11 ga. No. 16 ga. No. 11 ga. No. 16 ga. 6d 4d 6d 8d 3-8d 2-8d 3-16d 2-8d 3-8d 16d @ 24" o.c. BOTTOM AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE 2-16d AT EACH BEARING SEE STRUCTURAL PLANS 20d @ 32" o.c. AT TOP AND 6d 2-16d 3-8d 4-8d 3-16d 16d @ 16" o.c. ALONG EACH EDGE 8d @ 6" o.c. 1. COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. 2. CORROSION-RESISTANT SIDING OR CASING NAILS CONFORMING TO TABLE 2304.9.1 OF IBC. 3. CORROSION-RESISTANT ROOFING NAILS WITH 7/16" DIA. HEAD AND 1-1/2" LENGTH FOR 1/2" SHEATHING AND 1-3/4" LENGTH FOR 25/32" SHEATHING CONFORMING TO TABLE 2304.9.1 OF IBC. 4. CORROSION-RESISTANT STAPLES WITH NOMINAL 7/16" CROWN AND 1-1/8" LENGTH FOR 1/2" SHEATHING AND 1-1/2" LENGTH FOR 25/32" SHEATHING CONFORMING TO TABLE 2304.9.1 OF IBC. 5. PANEL SUPPORTS AT 16" (20" IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES, 12" AT INTERMEDIATE SUPPORTS. 6. PANEL SUPPORTS AT 24". CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES, 12" AT INTERMEDIATE SUPPORTS. 7. WHEN 3X SOLE PLATE IS USED, END NAILING SHALL BE 2-30d BOX OR COMMON NAILS TO STUD. CONNECTION NAILING 1 3 7 5 6 5 4 4 4 2 3 8 CONCRETE A. SEE 7/S0.0 FOR SITE PREP AND STRUCTURAL FILL REQUIREMENTS ON THIS SHEET FOR SUBGRADE PREP. B. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING OR HAVING LOCATED THE BUILDING ON THE SITE AND VERIFYING ALL FOUNDATION DIMENSIONS, AND SETBACK REQUIREMENTS FROM EASEMENTS AND PROPERTY LINES WITH THE ARCHITECT PRIOR TO CONSTRUCTION. C. ALL CEMENT IN CONCRETE TO CONFORM TO ASTM C150 SPECIFICATION FOR PORTLAND CEMENT. D. ALL AGGREGATE TO CONFORM TO ASTM C33 SPECIFICATION FOR CONCRETE AGGREGATES. E. CONCRETE SUPPLIER TO MIX BASED ON THEIR TESTING TO ASSURE THIS MINIMUM COMPRESSIVE STRENGTH PER ACI 318 SECTION 5.3. IN THE ABSENCE OF SUFFICIENT TEST DATA, CONCRETE PROPORTIONING SHALL BE DONE IN ACCORDANCE WITH ACI 318 SECTION 5.3.1.2, 5.3.2.2, 5.3.3.2, & 5.4. F. THE MAXIMUM NOMINAL AGGREGATE SIZE SHALL BE ONE FIFTH THE NARROWEST DIMENSION BETWEEN THE FORMS OR ONE THIRD THE DEPTH OF THE SLAB, OR THREE-FOURTHS THE MINIMUM CLEAR SPACING BETWEEN INDIVIDUAL REINFORCING BARS OR WIRES, WHICHEVER APPLIES. THESE PROVISIONS ARE TO ASSURE CONCRETE PLACEMENT WITHOUT VOIDS OR HONEYCOMBS AND MAY BE WAIVED ONLY BY THE BUILDING OFFICIAL IF THEY JUDGE THAT LARGER SIZES ARE ADEQUATE BECAUSE OF WORKABILITY AND METHODS OF CONSOLIDATION. G. CONCRETE CURING (OTHER THAN HIGH-EARLY) SHALL BE MAINTAINED ABOVE A TEMPERATURE OF 50°F AND IN A MOIST CONDITION FOR AT LEAST THE FIRST SEVEN DAYS AFTER PLACEMENT. HIGH EARLY CONCRETE SHALL BE CURED ABOVE 50°F AND IN A MOIST CONDITION FOR AT LEAST THE FIRST THREE DAYS. H. ADEQUATE EQUIPMENT SHALL BE PROVIDED FOR HEATING CONCRETE MATERIALS AND PROTECTING CONCRETE DURING FREEZING OR NEAR-FREEZING WEATHER. ALL CONCRETE MATERIALS, REINFORCEMENT, FORMS, FILLERS, AND GROUND WHICH THE CONCRETE IS TO BE IN CONTACT WITH IS TO BE FREE OF FROST. FROZEN MATERIALS OR MATERIALS CONTAINING ICE SHALL NOT BE USED. I. DURING HOT WEATHER, PROPER ATTENTION SHALL BE GIVEN TO INGREDIENTS, PRODUCTION METHODS, HANDLING, PLACING, PROTECTION, AND CURING TO PREVENT EXCESSIVE CONCRETE TEMPERATURES AND EVAPORATION THAT MAY IMPAIR REQUIRED STRENGTH OR SERVICEABILITY OF THE MATERIAL. J. ALL WALLS & FOUNDATIONS SHALL BE MECHANICALLY CONSOLIDATED. VIBRATORS SHALL BE INSERTED IN PREVIOUS POURED FRESH CONCRETE TO PREVENT COLD JOINTS WHEN MULTIPLE LAYER OF CONCRETE ARE PLACED IN A WALL. K. CONDUITS, PIPES, AND SLEEVES SHALL BE ALLOWED ONLY WHERE NOTED ON THE PLANS. ANY ADDITIONAL ALTERATIONS ARE NOT PERMITTED WITHOUT ENGINEER APPROVAL THAT IT WILL NOT COMPROMISE STRUCTURAL INTEGRITY. L. THE SURFACE OF ALL CONSTRUCTION JOINTS SHALL BE CLEANED AND LAITANCE REMOVED. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, JOINTS SHALL BE WETTED AND STANDING WATER REMOVED. PROVISIONS SHALL BE MADE TO TRANSFER SHEAR FORCES THROUGH THE CONSTRUCTION JOINT. M. INTERIOR SLAB ON GRADE SHALL BE CLASS 1 W/ A NORMAL STEEL TROWELED FINISH. TOTAL AIR CONTENT SHALL NOT EXCEED 3%. FLOOR SHALL BE WITHIN 1/8" PER 10 FT FOR FLATNESS REQUIREMENTS. SLAB SHALL BE SEALED WITH A HIGH SOLID CONTENT SOLVENT BASED CURE & SEAL, EUCLID SUPER DIAMOND OR APPROVED EQUAL N. CONCRETE IN SIDEWALKS OR EXTERIOR SLABS THAT WILL BE EXPOSED TO FREEZING/THAWING OR DEICING CHEMICALS SHALL HAVE A MINIMUM 0.45 WATER/CEMENTITIOUS RATIO BY WEIGHT FOR NORMAL WEIGHT AGGREGATE CONCRETE AND BE 4000 PSI MINIMUM. O. ALL REINFORCING BARS SPECIFIED SHALL BE DEFORMED BARS AT LEAST GRADE 60. P. ALL BENDING OF REINFORCING MATERIAL SHALL BE DONE COLD AND MINIMUM BEND DIAMETER SHALL BE 6 TIMES THE NOMINAL BAR DIAMETER FOR #3-#8 BAR AND 8 TIMES THE NOMINAL BAR DIAMETER FOR #9-#11 BARS. REINFORCEMENT PARTIALLY IMBEDDED IN CONCRETE MAY BE FIELD BENT. Q. REINFORCEMENT, ANCHORS AND EMBEDDED ITEMS SHALL BE ACCURATELY PLACED AND SUPPORTED BEFORE CONCRETE IS PLACED AND SHALL BE SECURED AGAINST DISPLACEMENT WITHIN TOLERANCES OF SECTION 1907.5 OF THE CURRENT VERSION OF CURRENT IBC. R. #5 BAR REQUIRED 2" CLEAR FROM TOP AND BOTTOM OF STEM WALLS AROUND FULL PERIMETER OF FOUNDATION, MIN. S. STANDARD HOOK ON REINFORCING BAR SHALL BE: 1. 180° BEND PLUS 4d EXTENSION, BUT NOT LESS THAN 2 1/2" AT FREE END OF BAR. 2. 90° BEND PLUS 12d EXTENSION AT FREE END OF BAR. 3. FOR STIRRUP AND TIE HOOKS: SEE S3.0 T. MINIMUM REBAR LAPS - FOR #3-15", #4-20", #5-24 & #6-30" WITH A CLEAR SPACING OF NOT LESS THAN 2d AND CLEAR COVER OF NOT LESS THAN d. ALL OTHER SPLICES CONDITIONS SHALL BE BY THE EOR AND ILLUSTRATED ON FOUNDATION PLAN & DETAIL SHEETS. U. REFER TO TABLE BELOW FOR MINIMUM COVER AND TOTAL AIR CONTENT FOR CONCRETE IN DIFFERENT SERVICE CONDITIONS. SUCH AS A CONCRETE SLAB EXPOSED TO THE WEATHER: No. 9 THRU No. 18 BAR No. 8 BAR AND SMALLER CONCRETE TILT-UP PANELS CAST AGAINST A RIGID HORIZONTAL SURFACE SLABS, WALLS, AND JOISTS: No. 14 AND No. 18 BAR No. 11 BAR AND SMALLER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: 1-1/2 1 2 3/4 CAST-IN-PLACE CONCRETE (NON-PRESTRESSED) CONCRETE EXPOSED TO EARTH OR WEATHER: No. 6 THRU No. 18 BAR No. 5 BAR, W31 OR D31 WIRE AND SMALLER CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH 3 2 1-1/2 MINIMUM COVER (IN)DESCRIPTION CONCRETE PROTECTION FOR REINFORCEMENT FOOTINGS FOUNDATION WALLS INTERIOR SLAB EXTERIOR SLAB 3000 PSI 3000 PSI 4000 PSI 4000 PSI 28 DAY COMPRESSIVE STRENGTH 3/1 3/1 3/1 3/1 SLUMP (IN) MAX/MIN .5 .5 .45 .45 MAX W/C RATIO 6 +/- 1.5% 6 +/- 1.5% 3 MAX 6 +/- 1.5% AIR CONTENT (%) PREFABRICATED WOOD TRUSSES A. CODES AND FABRICATION: MANUFACTURER'S APPROVED ICC PRODUCT EVALUATION REPORTS. B. GRADE STAMPED DOUGLAS FIR/LARCH NO. 2 OR BETTER, OR AS REQ'D BY DESIGN. C. DESIGN REQUIREMENTS: 1. TOP CHORD DEAD LOAD 12 PSF, BOTTOM CHORD DEAD LOAD 8 PSF 2. DEFLECTION: ROOF TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/280, LIVE LOAD DEFLECTION SHALL NOT EXCEED L/360. D. CALCULATIONS & SHOP DRAWINGS: SUBMIT FOR REVIEW, SHOP DRAWINGS AND CALCULATIONS BY A LICENSED ENGINEER IN THE STATE OF THE PROJECT, FOR THE DESIGN LOADS, INCLUDING MAXIMUM REACTION, SHEAR, MOMENT, AND DEFLECTION IN COMPARISON TO THE ALLOWABLES. SIZE THE TOP CHORD FOR THE DIAPHRAGM NAILING AND A 2X MINIMUM NOMINAL WIDTH. THE TRUSSES SHOWN ON THE DRAWINGS ARE SCHEMATIC AND MAY REQUIRE SIZE OR SPACING MODIFICATIONS. VERIFY WITH BEARING LOCATIONS BEFORE MAKING ANY CHANGES. E. BLOCKING, BRACING AND BRIDGING: AS REQUIRED BY THE MANUFACTURER'S APPROVED PRODUCT EVALUATION REPORTS, THE IBC, ICC APPROVALS, THE CALCULATIONS AND THE DRAWINGS. F. TRUSS CHANGES: OBTAIN WRITTEN CONSENT FROM THE TRUSS MFR ENGINEER TO CHANGE THE TRUSS TYPE, WIDTH, CHORD DEPTH, TRUSS SHAPE OR SPACING. G. TRUSS MARKINGS: EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION WITHIN 2' OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD: H. TRUSS MFR SHALL CERTIFY THAT ALL LOADING IS PER LOCAL CONDITIONS STATED ON 'STRUCTURAL LOAD INFORMATION' NOTE. I. TRUSS MFR SHALL CERTIFY THAT THE CALCULATIONS REFLECT COMPLIANCE WITH THE LATEST EDITION OF IBC FOR UNBALANCED SNOW LOADS, FOR DRIFT LOADING, FOR IMPACT LOADING AS NOTED ON THE PLANS. ALL EAVES SHALL BE DESIGNED FOR 2 TIMES THE LIVE LOAD. J. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE SOLE RESPONSIBILITY OF THE TRUSS MANUFACTURER. K. STAMPED SHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND ENGINEER FOR REVIEW BEFORE ANY FABRICATION. L. TRUSS HANDLING AND JOB-SITE STORAGE SHALL BE PER TPI STANDARDS AND NOT AFFECT TRUSS PERFORMANCE. M. CONFIRM WEIGHT, SIZE AND LOCATION OF MECHANICAL EQUIPMENT PRIOR TO DESIGN OF TRUSSES TO ENSURE POINT LOADS ARE ACCOUNTED FOR IN TRUSS DESIGN. STRUCTURAL COMPOSITE LUMBER (SCL) A. PRODUCTS: STRUCTURAL COMPOSITE LUMBER (SCL) 1. I-JOIST PRODUCTS SHALL BE DESIGNED TO FIT THE DIMENSIONS AND LOADS INDICATED ON PLANS. JOISTS SHALL BE MANUFACTURED WITH ORIENTED STRAND WEBS, LAMINATED VENEER LUMBER FLANGES AND WATERPROOF STRUCTURAL AHDESIVES. 2. RIMBOARD SHALL BE BCI 1 1/2 VERSA STRAND 0.8 WITH A MINIMUM MODULUS OF ELASTICITY OF 800,000 PSI 3. LAMINATED VENEER LUMBER BEAMS SHALL BE VERSA-LAM 2.0 2800 AND 2.0 3100 OR APPROVED EQUAL. MINIMUM MODULUS OF ELASTICITY OF 2,000,000 PSI AND BENDING STRENGTH OF 2,800 AND 3,100 PSI DEPENDING ON SIZE. 4. GLU-LAMS - UNO ALL GLULAMS SHALL BE ARCHITECTURAL APPEARANCE BEAMS AND COLUMNS WITH VOIDS GREATER THAN 3/4" FILLED. IF AVAILABLE HEADER BEAMS MAY BE USED IN CONCEALED APPLICATIONS. A. SIMPLE SPAN GLULAM BEAMS SHALL BE BOISE GLULAM 24F-V4 UNBALANCED UNO WITH MINIMUM MODULUS OF ELASTICITY OF 1,800,000 PSI, BENDING STRENGTH OF 2,400 TENSION ZONE IN TENSION, 1,850 PSI COMPRESSION ZONE IN TENSION. SIMPLE SPAN GLULAM BEAMS SHALL BE CAMBERED WITH A 3,500 RADIUS FOR SPANS OVER 25' UNLESS SPECIFIED OTHERWISE ON PLANS. B. MULTIPLE SPAN GLULAM BEAMS SHALL BE BOISE GLULAM 24F-V8 BALANCED UNO WITH MINIMUM MODULUS OF ELASTICITY OF 1,800,000 PSI, BENDING STRENGTH OF 2,400 PSI IN BOTH TENSION ZONE IN TENSION AND COMPRESSION ZONE IN TENSION UNLESS SPECIFIED OTHERWISE ON PLANS. C. GLULAM COLUMNS SHALL BE BOISE GLULAM COLUMNS UNO WITH MINIMUM MODULUS OF ELASTICITY OF 1,900,000 PSI PERPENDICULAR AND PARALLEL TO THE GLUELINES, BENDING STRENGTH OF 2,000 PSI PERPENDICULAR AND 2,100 PSI PARALLEL TO GLUELINES AND 2,300 PSI COMPRESSION STRENGTH PARALLEL TO THE GRAIN. ARCHITECTURAL ACCENT COLUMNS CAN HAVE GLULAM BEAM SPECIFICATIONS B. FOR JOIST & BEAM SUBSTITUTIONS: A COMPLETE SET OF DESIGN CALCULATIONS SHALL BE PREPARED BY THE MANUFACTURER VERIFYING MEMBERS MEET OR EXCEEDING THE LOADS SPECIFIED AND THE GEOMETRY SHOWN. CALCULATIONS AND LAYOUT DRAWING SHALL BE SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF THIS PROJECT. C. FOR JOIST AND BEAM SUBSTITUTIONS. SHOP DRAWINGS SHOWING LAYOUT AND DETAIL NECESSARY FOR DETERMINING FIT AND PLACEMENT IN THE BUILDING SHALL BE PROVIDED BY THE SUPPLIER TO THE EOR FOR APPROVAL ALONG WITH THE DESIGN CALCULATIONS. D. ALL SCL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH AN APPROVED ICC MATERIALS REPORT, AND PRODUCED WITH MATERIALS SATISFYING THE APPROVED ICC-ES CODE REPORT, PRODUCTS SHALL BE PROVEN BY TESTING AND EVALUATION IN ACCORDANCE WITH THE PROVISIONS OF ASTM D-5055. E. IDENTIFICATION: EACH OF THE SCL MEMBERS EXCLUDING G/L'S SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST SERIES OR MEMBER PROPERTIES, ICC-ES REPORT NUMBER, MANUFACTURER'S NAME, PLANT NUMBER, DATE OF FABRICATION AND THE INDEPENDENT INSPECTION AGENCY'S LOGO UNLESS ARCHITECTURAL GRADE IS SPECIFIED. COORDINATE WITH ARCHITECT IN THIS CASE. F. HANGERS AND HARDWARE : ANY HARDWARE SHOWN ON THE PLANS TO ATTACH THE MEMBERS TO APPROPRIATE WALLS, BEAMS, HEADERS, ETC. SHALL BE SPECIFIED AND CERTIFIED TO MEET THE LOAD REQUIRED FOR THE APPLICATION. ALL HARDWARE SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. G. INSTALLATION: SCL, IF STORED PRIOR TO INSTALLATION, SHALL BE PROTECTED FROM THE WEATHER. THEY SHALL BE HANDLED WITH CARE SO THEY ARE NOT DAMAGED. MEMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND ANY MANUFACTURER DRAWINGS AND INSTALLATION SUGGESTIONS. TEMPORARY CONSTRUCTION LOADS THAT CAUSE STRESSES BEYOND DESIGN LIMITS ARE NOT PERMITTED, SAFETY BRACING IS TO BE PROVIDED BY THE INSTALLED TO KEEP THE MEMBER STRAIGHT AND PLUMB AS REQUIRED, AND TO ENSURE ADEQUATE LATERAL SUPPORT FOR THE INDIVIDUAL MEMBERS AND THE ENTIRE SYSTEM UNTIL THE SHEATHING MATERIAL IS APPLIED. H. WARRANTY: THE PRODUCTS DELIVERED SHALL BE FREE FROM MANUFACTURING ERRORS OR DEFECTS IN WORKMANSHIP AND MATERIAL. THE PRODUCTS, WHEN CORRECTLY INSTALLED AND MAINTAINED, SHALL BE WARRANTED TO PERFORM AS DESIGNED FOR THE NORMAL AND EXPECTED LIFE OF THE BUILDING. SUBMITTALS SUBMITTALS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD (EOR) AND FORWARDED TO THE BUILDING OFFICIAL FOR REVIEW PRIOR TO FABRICATION IN ACCORDANCE WITH IBC107.3.4.1. ALLOW 7-14 DAYS FOR REVIEW BY THE EOR. A. SUBMIT MIX DESIGNS FOR: a. CAST-IN-PLACE CONCRETE B. SUBMIT SHOP DRAWINGS FOR: a. REINFORCING STEEL C. SUBMIT SHOP DRAWINGS , STAMPED BY A REGISTERED STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON, FOR: a. PRE-FABRICATED WOOD TRUSSES b. PRE-FABRICATED JOISTS A. ALL STRUCTURAL FRAMING SHALL BE DESIGNED FOR BALANCED SNOW LOADING PER SNOW LOAD ABOVE AND UNBALANCED LOADING AS SHOWN. BALANCED SNOW LOADING DOES NOT OCCUR CONCURRENTLY WITH UNBALANCED SNOW LOADING. BOTH CASES MUST BE EXAMINED DURING DESIGN. B. UNBALANCED SNOW LOADING IS PER CURRENT VERSION OF ASCE 7. C. UNBALANCED AND BALANCED SNOW LOADING SHALL BE EXAMINED IN CONJUNCTION WITH SNOW DRIFT PLAN. D. FIGURE ABOVE SHOWS UNBALANCED LOADING DUE TO WIND FROM THE LEFT, BOTH WIND DIRECTIONS MUST BE ACCOUNTED FOR DURING DESIGN. E. L = x 2.2 x √S 2.2 x 21.2 F. ROOF TRUSSES SHALL BE DESIGNED FOR SNOW DRIFT LOADING SHOWN IN ADDITION TO ALL OTHER LOADS INDICATED ON THE PLANS, DETAILS AND NOTES. G. ROOFS THAT DRAIN WATER OVER THE EAVES SHALL BE DESIGNED FOR 2XPF ON THE OVERHANGING PORTION OF THE EAVE. THIS SHALL BE COMBINED WITH DEAD LOAD ONLY. 8 3 Pr=√S L Pa LOAD = 0.3xPs 1 S Ps SNOW LOADING SOILS AND FOUNDATIONS A. FOUNDATIONS HAVE BEEN DESIGNED BASED ON ALLOWABLE BEARING PRESSURE OF1,500 PSF B. CONSTRUCTION MATERIAL -EARTHWORK: 1. STRUCTURAL FILL SHALL CONSIST OF APPROVED ON-SITE SOILS OR BE FROM AN APPROVED MATERIAL SOURCE. 2. GRANULAR STRUCTURAL FILL SHALL MEET THE FOLLOWING GRADATION & COMPOSITION SIEVE SIZE % PASSING BY WEIGHT 3 INCH 100 1 1/2"85-100 NO. 4 30-60 NO. 200 10 MAXIMUM BOTH STRUCTURAL FILL & GRANULAR STRUCTURAL FILL SHALL MEET THE FOLLOWING: a. PLACED IN NO GREATER THAN 8" THICK LIFTS COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 b. MOISTURE CONTENT OF THE STRUCTURAL FILL AT THE TIME OF COMPACTION SHOULD BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM 698 c. COBBLES AND BOULDERS LARGER THAN 4" MAXIMUM SIZE SHOULD NOT BE USED IN FILL MATERIALS d. SAND & GRAVEL SIZE PARTICLES COMPRISING THE FILL SHOULD BE HARD DURABLE ROCK MATERIALS THAT WILL NOT DEGRADE BY MOISTENING OR UNDER MECHANICAL ACTION OF THE COMPACTION EQUIPMENT; I.E. NO SHALE OR OTHER CLAYEY ROCK TYPES e. THE BINDER/FINES SHOULD HAVE MAXIMUM LIQUID LIMIT AND PLASTIC INDEX VALUES OF 25 & 10% RESPECTIVELY f. NO FROZEN, ORGANIC OR OTHER DELETERIOUS MATERIALS SHOULD BE PRESENT IN FILL MATERIAL. g. GRANULAR STRUCTURAL FILL SHALL BE USED UNDER BUILDING FOUNDATION AND IF THE FILL OPERATIONS ARE PLANNED FOR RELATIVELY WET FALL, WINTER & SPRING MONTHS. 3. OPEN GRADED ANGULAR CRUSH ROCK: a. BETWEEN 1/4 TO 3/4" ANGULAR CRUSHED ROCK b. COMPACTED USING VIBRATORY COMPACTION METHODS UNTIL WELL KEYED 4. 1/4 TO 1 1/2" OPEN GRADED DRAINAGE AGGREGATE 5. NON-WOVEN DRAINAGE GEOTEXTILE: MIRAFI 140N OR APPROVED EQUAL. EDGES SHALL BE OVERLAPPED AND HELD IN PLACE DURING BACK FILL OPERATION TO ENSURE THE DRAIN AGGREGATE IS COMPLETELY ENCLOSED FOLLOWING BACKFILL 6. WOVEN SEPARATION FABRIC: MIRAFI 500X OR APPROVED EQUAL. 7. VAPOR BARRIER: 10 MIL WR MEADOWS PERMIATOR, STEGO INDUSTRIES STEGO WRAP CLASS A OR APPROVED EQUAL. ALL SEAMS SHALL BE OVERLAPPED & SEALED WITH MANUFACTURER APPROVED TAPE. ALL PROTRUSIONS & PENETRATIONS SHALL BE SEALED. HOLES SHALL BE REPAIRED. SEAL THE VAPOR BARRIER TO THE VERTICAL FACE OF THE STEM WALL WITH THE MANUFACTURER RECOMMENDED ATTACHMENT DETAIL. INSTALLATION SHALL MEET ASTM E 1643-C STANDARD PRACTICE FOR INSTALLATION OF VAPOR RETARDER USED IN CONTACT WITH EARTH OR FILL UNDER CONCRETE SLAB 8. DAMPPROOFING: BASF HYDROCIDE 700B COLD APPLIED WATER BASED REINFORCED EMULSIFIED ASPHALTIC DAMPPROOFING OR APPROVED EQUAL. HYDROCIDE 700B IS AN ASPHALT-BASED CLAY EMULSION WITH FIBERS. APPLICATION SHALL BE APPLIED BY BRUSH, ROLLER, OR SPRAY WITH THE PROPER EQUIPMENT PER MANUFACTURER RECOMMENDATIONS. MATERIALS AND INSTALLATION SHALL MEET ASTM D 1227, TYPE 2, CLASS 1, AND ASTM D 1187, TYPE 1 9. FOUNDATION & SLAB INSULATION: USE DOW CHEMICAL BUILDING PRODUCT OR APPROVED EQUAL a. VERTICAL SLAB INSULATION • EXTERIOR APPLICATION -STYROFOAM BRAND PERIMATE INSULATION 2" THICK WITH A MINIMUM COMPRESSIVE STRENGTH OF 30 PSI. TOP OF INSULATION SHALL BE PROTECTED DURING & FOLLOWING CONSTRUCTION • INTERIOR APPLICATION -STYROFOAM BRAND EXTRUDED POLYSTYRENE FOAM SQUARE EDGE INSULATION 2" THICK UNO b. HORIZONTAL INSULATION • SUB SLABS NOT SUBJECT TO VEHICLE TRAFFIC STYROFOAM BRAND EXTRUDED POLYSTYRENE FOAM SQUARE EDGE INSULATION 2" THICK UNO W/ MIN. COMPRESSIVE STRENGTH OF 25 PSI BEDDED IN SAND. (THIS INCLUDES HEATED SLABS & FOOTINGS W/ INSUFFICIENT FROST PROTECTION. • SUB SLABS SUBJECT TO VEHICLE TRAFFIC STYROFOAM HIGH LOAD 60 EXTRUDED POLYSTYRENE FOAM SQUARE EDGE INSULATION 2" THICK W/ MIN. COMPRESSIVE STRENGTH OF 60 PSI, BEDDED IN SAND C. SITE PREPARATION: 1. THE REMOVAL OF TOPSOIL, OTHER ORGANIC MATERIAL & FILL, INCLUDING THE CLEARING AND GRUBBING OF SURFICIAL VEGETATION AND ROOT ZONES, SHOULD BE ACCOMPLISHED WITHIN THE CONSTRUCTION ZONE PRIOR TO ANY EARTHWORK CONSTRUCTION. 2. SURFACE DRAINAGE SHOULD BE ESTABLISHED TO DIRECT RUNOFF AWAY FROM THE CONSTRUCTION AREA 3. CARE SHOULD BE TAKEN TO MINIMIZE CONSTRUCTION TRAFFIC OVER MOISTURE SENSITIVE SUBGRADE SOILS DURING WET WEATHER CONDITIONS. 4. THE STABILITY OF CONSTRUCTION EXCAVATIONS AND ASSOCIATED WORKER SAFETY ARE THE RESPONSIBILITY OF THE CONTRACTOR IN ACCORDANCE WITH CURRENT OSHA REGULATIONS; THIS RESPONSIBILITY MAY REQUIRE DESIGN BY A REGISTERED PROFESSIONAL ENGINEER BASED ON THE PREDOMINANT SOIL TYPES ENCOUNTERED. ACTUAL SUBSURFACE CONDITIONS AT THE TIME OF EXCAVATION SHOULD BE OBSERVED BY A GEOTECHNICAL ENGINEER TO DETERMINE WHETHER SLOPE FLATTENING, BRACING OR OTHER STABILIZATION IS NECESSARY DUE TO SEEPAGE OR OTHER UNEXPECTED CONDITIONS. 5. FINAL EXCAVATIONS SHALL BE COMPLETED WITH A SMOOTH-LIPPED BUCKETS IN FINE GRAINED SOILS SUCH AS SILTS & CLAYS. ANY AREAS OF RUTTING, EXCESSIVE DEFORMATION, OR OTHER NON-UNIFORM PERFORMANCE OF THE NATIVE SURFACE OR THE BACKFILL SHALL BE REMOVED AND REPLACED BY GRANULAR STRUCTURAL FILL D. FOUNDATION & SLAB PREPARATION: 1. CONTINUOUS WALL AND SPREAD FOOTING FOUNDATIONS SHALL BE ESTABLISHED ON UNDISTURBED NATIVE. NOTIFY EOR IF ANY RUTTING, EXCESSIVE DEFORMATION, OR OTHER NON-UNIFORM PERFORMANCE OF THE NATIVE SURFACE IS OBSERVED 2. ALL INTERIOR FOOTINGS SHOULD HAVE A MINIMUM EMBEDMENT OF 1.0 FT BELOW FINISHED INTERIOR SURFACES. EXTERIOR WALL FOOTINGS SHOULD BE EMBEDDED TO ESTABLISH FROST PROTECTION. 3. BACKFILL COMPACTION WITHIN 5 FEET OF FOUNDATION WALLS SHOULD BE CONDUCTED USING HAND OPERATED TAMPING EQUIPMENT ONLY. 4. INTERIOR SLAB PREPARATION: THE SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH ITEM C1. AREAS OF UNSUITABLE FILL MATERIAL OR WHERE RUTTING, YIELDING, OR OTHER NON-UNIFORM SUBGRADE PERFORMANCE IS OBSERVED SHALL BE REMOVED & GRANULAR STRUCTURAL FILL OR APPROVED COMPACTED NATIVE SHALL BE INSTALLED TO GRADE ELEVATION. FOLLOWING THE SUBGRADE PREPARATION ANY SITE GRADING PER D6 BELOW SHALL BE COMPLETED. A NOMINAL 6-INCH THICK LAYER OF OPEN-GRADED ANGULAR CRUSHED ROCK TO BE INSTALLED FOR A CAPILLARY BREAK WITH 2 INCHES OF 3/4 INCH MINUS CRUSHED ROCK ABOVE TO PROVIDE A COMPACT SURFACE FOR CONSTRUCTION ACTIVITIES. THE SLAB-ON GRADE BASE COURSE SHOULD BE COMPACTED USING VIBRATORY COMPACTION METHODS UNTIL WELL KEYED. A VAPOR BARRIER PER B7 SHALL BE INSTALLED UNDER THE SLAB 5. EXTERIOR SLAB PREPARATION a. EXTERIOR SLABS AT ENTRYWAYS FIXED TO THE BUILDING SHALL BE PROTECTED AGAINST FROST HEAVES b. A MINIMUM OF 18" OF GRANULAR STRUCTURAL FILL SHALL BE INSTALLED UNDER A 6" LAYER OF OPEN GRADED ANGULAR ROCK UNDERNEATH SLABS. ALL ITEMS SHALL BE COMPACTED PER THE ABOVE SPECIFICATIONS. 6. IF GRADE NEEDS TO BE RAISED UNDER THE SLAB BETWEEN THE NATIVE & THE BASE OF THE CAPILLARY BREAK LAYER EITHER STRUCTURAL OR GRANULAR FILL PER B1 & B2 ABOVE SHALL BE INSTALLED. E. QUALITY CONTROL SHALL BE COMPLETED PER THE REQUIREMENTS OF THE TESTING AND OBSERVATION NOTES. DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com S0.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 STRUCTURAL NOTES JTJHH PR O J E C T # : 2 0 0 2 0 4 1" = 1'-0"1 STRUCTURAL DESIGN INFORMATION 1" = 1'-0"3 NAILING SCHEDULE 1" = 1'-0"2 CONCRETE NOTES 1/2" = 1'-0"4 PREFABRICATED TRUSS NOTES 1" = 1'-0"5 STRUCTURAL COMPOSITE LUMBER 7 DEFERRED SUBMITTALS 1/4" = 1'-0"6 SNOW LOADING INFORMATION & NOTES 1" = 1'-0"8 SOILS & GEOTECHNICAL NOTES M O NTAN A PR O F E S S ION A L E N G INEE R LICE N S E D ERIC D. GARBERG No. 14108 PE FOUNDATION LEGEND FOOTING THICKENED SLAB SAWCUT CONTROL JOINT HOLD-DOWN FROM ABOVE, SEE SHEAR PLAN A A 1 1 C C 4 4 SLOPE PER CIVIL 1 2 TOF: (FF) -4'-0" 4 5 5 5 5 5 7 T.O. PIER: (FF) 0'-6" TYP 8 8 8 8 8 3 4" 4" 8' - 8" 8' - 6" 10' - 0" 9' - 8" 5' - 8" B B 2 2 3 3 1' - 6" 1' - 0" 9' - 6" 9' - 0" 21' - 6" 40' - 0" 12' - 4"27' - 8" 40' - 0" 3 T.O. FTG: (-) 4'-0" 9 1' - 4" 11' - 3" C1 C1 C1 C1 C1 1 S4.00 1' - 4" TOW: (FF) 0'-0" TOW: (FF) -0'-5" 4 S4.00 2 S4.00 3 S4.00 TYP 8 S4.00 7' - 0" 9 4' - 0" 6' - 6" 6 S4.00 1' - 4" 3" 5' - 0" 10 8 S4.00 TYP 10 10 10 C2 C2 8" TYP DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com S1.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 FOUNDATION PLAN JTJHH PR O J E C T # : 2 0 0 2 0 4 FOUNDATION KEYNOTES 1 5" SLAB, #4 BAR @ 24" O.C. E.W. 2 POUR THRU @ OVERHEAD DOOR, TYP 3 POUR THRU @ MAN DOOR 4 8" CONCRETE WALL W/ 16"W X 8" THICK FTG, TYP 5 FLOOR DRAIN, SLOPE SLAB TO DRAIN, COORDINATE LOCATION WITH MECH 7 4" SLAB, COORDINATE LOCATION WITH CIVIL 8 12" SONOTUBE W/ 24" BIGFOOT, 4'-0" DEPTH, TYP 9 10" THICK, THICKENED SLAB 10 BOLLARD. SEE CIVIL FOR LOCATION COLUMN SCHEDULE TAG SIZE MATERIAL COLUMN BASE COLUMN CAP C1 6X6 TIMBER ABU66Z CC66, CAP @ END COLUMNS ECC66 C2 6X6 TIMBER 3/8" = 1'-0"1 FOUNDATION M O NTAN A PR O F E S S ION A L E N G INEE R LICE N S E D ERIC D. GARBERG No. 14108 PE A A 1 1 C C 4 4 B B 2 2 3 3 1 2 H. 1 -1. X . 1 B. 1 B. 1 B. 1 B. 1 3 3 S4.10 3 6 S4.10 1 S4.10 4 S4.10 H. 3 -1. X . 1 H. 3 -1. X . 1 H. 3 -1. X . 1 H. 1 -1. X . 1 2 H.2-1.X.1 H. 1 -1. X . 1 H. 1 -1. X . 1 H.1-1.X.1 10 S4.10 TYP FLOOR FRAMING LEGEND JOIST BEAM HANGER SHEATHING DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com S2.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 MEZZANINE FLOOR FRAMING PLAN JTJHH PR O J E C T # : 2 0 0 2 0 4 3/8" = 1'-0"1 MEZZANINE FLOOR FRAMING FLOOR FRAMING KEYNOTES 1 11 7/8 " BCI 6000 LVL @ 16" O.C. 2 2X8 DF/L NO.2 @ 2'-0" O.C. 3 5/8" EXP. 1 PLY HEADER SCHEDULE TAG HDR SIZE SPEC TRIMMERS H.1 (2) 2X8 DF/L NO. 2 H.2 (3) 2X8 DF/L NO. 2 H.3 (2) 2X10 DF/L NO. 2 BEAM SCHEDULE TAG Model SIZE B.1 DF NO. 1 6X8 NOTE: NOT ALL HEADERS IN THIS VIEW M O NTAN A PR O F E S S ION A L E N G INEE R LICE N S E D ERIC D. GARBERG No. 14108 PE ROOF FRAMING LEGEND TRUSS BEAM, GIRDER OR HEADER HANGER SHEATHING INT. BRG WALL A A 1 1 C C 4 4 B B 2 2 3 3 1 2 1 3 3 4 H. 1 -1. X . 1 H. 1 -1. X . 1 H.2-1.X.1 H.2-1.X.1 H.2-1.X.1 H.2-1.X.1 H.2-1.X.1 H.2-1.X.1 H. 1 -1. X . 1 5 5 S4.10 5 S4.10 4 S4.10 4 S4.10 S4.10 12 DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com S2.10 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 ROOF FRAMING PLAN JTJHH PR O J E C T # : 2 0 0 2 0 4 ROOF FRAMING KEYNOTES 1 2X OUTLOOKERS @ 24" O.C. 2 PRE-MANUFACTURED ROOF TRUSS @ 24" O.C. 3 DROP CHORD GABLE END TRUSS 4 5/8" EXP.1 ROOF SHEATHING 5 ACCESS HATCH 3/8" = 1'-0"1 ROOF FRAMING PLAN HEADER SCHEDULE TAG HDR SIZE SPEC TRIMMERS H.1 (2) 2X8 DF/L NO. 2 H.2 (3) 2X8 DF/L NO. 2 H.3 (2) 2X10 DF/L NO. 2 NOTE: NOT ALL HEADERS IN THIS VIEW M O NTAN A PR O F E S S ION A L E N G INEE R LICE N S E D ERIC D. GARBERG No. 14108 PE UP SHEAR WALL SHEAR PLAN LEGEND X DIAPHRAGM TAG, SEE DET. 5/S4.20 TOP PLATE CONN. TAG, SEE DET. 2/S4.20 HOLD DOWN LOCATION OR VERTICAL STRAP X X SX.XX XHOLD DOWN TAG, SEE DET. 1/S4.20 SHEAR WALL TAG, SEE DET. 5/S4.20 2X BLOCKING HORIZONTAL STRAP DRAG TRUSS XA A 1 1 C C 4 4 B B 2 2 3 3 A A A A 1 2 1 2 3 3 5 S4.20 B 4 S4.20 A TYP TYP TYP TYP A A A A DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com S3.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 SHEAR PLAN JTJHH PR O J E C T # : 2 0 0 2 0 4 3/8" = 1'-0"1 SHEAR PLAN SHEAR PLAN KEYNOTES 1 3/4" T&G FLOOR SHEATHING 2 5/8" EXP.1 SHEATHING 3 A 35 CLIPS @ 10' O.C. M O NTAN A PR O F E S S ION A L E N G INEE R LICE N S E D ERIC D. GARBERG No. 14108 PE WD STUDS 8" (4)#5 HORIZ. EQ. SPACING 5/8" X 12"A.B. @ 32" O.C. MAX FLASHING PER ARCH #5 BAR 2" FROM TOP, TYPICAL 5" SLAB IJ SEE 4/S4.00 FTG BACKFILL PER GEOTECHNICAL RECOMMENDATION W SEE 4/S4.00 FOR TYP. SLAB PREP DAMPROOFING #4 LATERALS @ 16" O.C. 4" PERF. PIPE IN 3/8" TO 3/4" OPEN GRADED DRAINAGE AGGREGATE FOOTING DRAIN. WRAP IN MIRAFI 140N REBAR CONTINUOUS IN FOOTING W<16" - (2) #4 16"≤W<24" - (3) #4 24"≤W<36" - (4) #4 PERIMETER INSULATION SEE ARCH. FOR LOCATION & SIZE. #4 @16" O.C. VERTS ALT. BEND DIRECTION INTO FOUNDATION 3" MIN SEE PLAN SEE PLAN FND WALL & FOOTING PER PLAN/ DETAILS DOOR OPENING PER PLAN WALL BEYOND SLOPE SLAB @ DOOR FOR DRAINAGE SLOPE PER SITE 1 1 SEE SOILS & GEOTECHNICAL NOTES FOR EXTERIOR FLATWORK PREP. 12" 8" 5/8" POLYISO, LOCATE UNDER DOOR THRESHOLD PER ARCH (2) #4 @ EDGE ASPHALT, SIDEWALK OR GRADE PER SITE SEE SOILS & GEOTECHNICAL NOTES FOR FILL REQUIREMENTS - 18 " 6" #4 DOWEL @ 32" O.C. #3 @ 18" O.C. EW 2' 2' SEALANT NPI OR EQUAL SEE PIJ A. FOR DOWEL DETAIL BACKER ROD EJ MATERIAL EJ @ SIDEWALK SLOPE AWAY FROM BUILDING APRON @ BUILDING POUR THRU 4', 1/2" SMOOTH DOWELS @ 18" OC @ COLD JT LOCATIONS. GREASE END IN SECOND POUR T/ 4 PLASTIC OR PREFORMED HARDBOARD STRIP; IF SAWCUT ONLY, FILL WITH SEALER FREE END OF SMOOTH DOWELS TO BE COATED WITH NON-BONDING AGENT CONSTRUCTION COLD JOINT, FILL WITH SEALER CONTROL JOINT CONSTRUCTION JOINT REBAR PER PLAN TYPICAL SLAB 10 MIL VB TYP. SLAB SEE PLAN FOR THICKNESS & REBAR LOCATE REBAR IN CENTER OF SLAB SEE 'TYPICAL SLAB' FOR SUBGRADE 3/8" EXPANSION JOINT MATERIAL WR MEADOW FIBRE EXPANSION JOINT OR APPROVED EQUAL 3/8" WIDE X1/2" DEEP GROOVE W/SEALANT WR MEADOWS SAFE SEAL 3405 OR APPROVED EQUAL VB SEAL TO WALL SLAB SEE 'TYPICAL SLAB' FOR SUBGRADE SEE 'TYPICAL SLAB' FOR SUBGRADE 6" OPEN GRADED ROCK COMPACTED STRUCTURAL FILL TO UNDISTURBED NATIVE SEE 'TYPICAL SLAB' FOR SUBGRADE 3/8" EXPANSION JOINT MATERIAL WR MEADOW FIBRE EXPANSION JOINT OR APPROVED EQUAL 3/8" WIDE X1/2" DEEP GROOVE W/SEALANT WR MEADOWS SAFE SEAL 3405 OR APPROVED EQUAL VB SEAL TO WALL PERIMETER ISOLATION JOINT PIJ A. PERIMETER ISOLATION JOINT PIJ B. 2" LEVELING COURSE JOINT SPACING LIMITED TO MAXIMUM OF +/- 15 FEET 4', 1/2" SMOOTH DOWELS @ 18" OC ALTERNATE USE DIAMOND PLATE DOWEL BY PNA OR APPROVED EQUAL FRAMING FLUSH W/ INSIDE OF CONCRETE FRAMING FLUSH W/ OUTSIDE OF CONCRETE GREASE END 9/16" Ø HOLE 2" MIN 4" (3), #3 VERTICAL 12" SONO-TUBE #3 STIRRUPS @12" 6X6 TIMBER COLUMN SIMPSON ABU66 POST BASE SLAB IJ PER PLAN 4' - 0" (3) #3 STIRRUPS @2" 1' - 0 1/4" BF 24 t+ 1 1 / 2 " PR O J E C T I O N TREATED PLATE ANCHOR BOLT PER SCHEDULE. POSITION @ C/L OF PLATE. t= T H I C K N E S S PLATE WASHERS REQUIRED AT SHEAR WALLS, SEE SIZE TABLE SPLICE OR CORNER, WHERE OCCURS 12" MAX 6" MIN - 12" MAX 6" MIN - SPACING AS SCHEDULED 8" MIN. 2 3/4" 6" COMPACTED STRUCTURAL FILL TO NATIVE 9/16"Ø HOLE 4" DEEP 3/8" EXPANSION JOINT MATERIAL PER 3/ S1.1 1/2" SMOOTH DOWEL 24" LONG, MATCH BOTTOM BAR LAYOUT, GREASE END IN WALL THICKENED SLAB BOTTOM BARS THICKENED SLAB @ FOUNDATION WALLS PROVIDE #4 DROP BAR LATERALS @ 32" O.C. & TIE OFF TO #4 SLAB STEEL AS SHOWN. #4 BAR HORIZONTAL, (1) BAR FOR EACH 12" OF WIDTH SLAB THICKNESS PER PLAN RUN SLAB BARS THRU #5 BAR 5/8" SIMPSON TITEN HD BOLTS @ 32" O.C. 4" MIN. EMBED, MAX 8" FROM END AT PLATES 2X4 OR 2X6 FRAMED WALL PER PLAN PER PLAN PE R P L A N P.T. PLATE 1 1 SEE NOTES FOR SUBSLAB RECOMMENDATIONS COUNTERSUNK 1/2"X3" TITEN HD L-3X3X1/4"-6" ANGLE PER PLAN PER PLAN STAIR STRINGER BAR SIZE HOOKED REINFORCEMENT TENSION DEVELOPMENT LENGTH SCHEDULE TENSION DEVELOPMENT LENGTH, (ldh), INCHES f'c = 3 KSI #3 #4 #5 #6 9" #7 #8 #9 #10 #11 4db 2 1/2" MIN. ldh db 12 d b SEE NOTES BELOW FOR BAR YIELD STRENGTH FACTOR f'c = 4 KSI 11" 14" 17" 20" 22" 25" 28" 31" 8" 10" 12" 15" 17" 19" 22" 24" 27" BENDING RADIUS 3db FOR #3 THROUGH #8 AND 4db FOR #9 THROUGH #11 MEASURED TO THE INTERIOR OF THE BARFACE OF SUPPORT, HORIZONTAL OR VERTICAL JOINT OR POTENTIAL CRACK LINE db BENDING DIAMETER 6db FOR #3 THROUGH #8 AND 8db FOR #9 THROUGH #11 MEASURED TO THE INTERIOR OF THE BAR ldh NOTES: 1. TABULATED DEVELOPMENT LENGTHS ARE BASED ON REINFORCING YIELD STRENGTH FY = 60 KSI AND NORMAL WEIGHT CONCRETE. 2. ALL TABULATED VALUES ARE MINIMUM LENGTHS. IN CASE OF CONFLICT WITH THE PLANS, SECTIONS OR DETAILS, USE THE LONGER LENGTH. 3. ADJUST TABULATED LENGTHS BY THE FOLLOWING FACTOR WHERE APPLICABLE. A. REINFORCING BAR YIELD STRENGTH OTHER THAN 60 KSI: ( fy/ 60,000) STRAIGHT SPLICE LENGTH SCHEDULE SEE NOTES BELOW FOR COVER AND SPACING FACTORS DEV.LENGTH LAP LENGTH <6" AND ld/5 DEV.LENGTH REINFORCING DOWELS OR BARS CONTINUOUS THROUGH JOINT FACE OF SUPPORT, HORIZONTAL OR VERTICAL JOINT OR POTENTIAL CRACK LINE DEVELOPMENT REFER TO "HOOKED REINFORCEMENT TENSION DEVELOPMENT LENGTH SCHEDULE" WHEN THE STRAIGHT DEV. LENGTH IN TENSION CANNOT BE ACCOMMODATED IN THE CONCRETE SECTION. LAP SPLICE LAP SPLICES IN ADJACENT BARS SHALL BE STAGGERED A MINIMUM OF 24 INCHES. NOTES: 1. ALWAYS USE TENSION DEVELOPMENT LENGTH AND TENSION LAP SPLICE LENGTH VALUES, EXCEPT WHEN THE PLANS OR DETAILS NOTE SPECIFICALLY COMPRESSION LENGTHS. 2. TABULATED DEVELOPMENT AND LAP SPLICE LENGTHS ARE BASED ON REINFORCING YIELD STRENGTH FY = 60 KSI, NORMAL WEIGHT CONCRETE AND CLASS B LAPS. 3. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12 INCHES OF FRESH CONCRETE CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE. 4. WHEN DIFFERENT BAR DIAMETERS ARE SPLICED, USE LARGER BAR LAP SPLICE LENGTH. 5. ALL TABULATED VALUES AREA MINIMUM LENGTHS. IN CASE OF CONFLICT WITH THE PLANS, SECTIONS OR DETAILS, USE THE LONGER LENGTH. 6. TABULATED VALUES FOR DEVELOPMENT AND LAP LENGTHS IN TENSION SHALL BE FACTORED BY 1.5 WHEN THE CLEAR COVER IS LESS THAN db AND THE CLEAR SPACING IS LESS THAN db (AND THERE ARE STIRRUPS OR TIES ALONG ld) OR IS LESS THAN 2db (AND THERE ARE NO STIRRUPS OR TIES ALONG ld). 7. ALL STRAIGHT BAR DEVELOPMENTS AND SPLICES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 318. 8. db = BAR DIAMETER LAP SPLICE LENGTH, INCHES FOOTINGS TOP BOTTOM #3 BAR SIZE #4 #5 #6 FDN WALLS VERTS HORIZ. SLABS SINGLE MAT DOUBLE MAT 28" 37" 46" 56" 21" 28" 36" 43" 28" 37" 46" 56" 21" 28" 36" 43" MINIMUM 60 KSI STEEL MINIMUM 3000 PSI CONCRETE 28" 37" 46" 56" STD ACI HOOK PER TYP. DTL 1. CORNER BARS MAY BE OMITTED IF BOTH WALL STEEL BARS HAVE 90 ˚HOOKS WITH MINIMUM LAPS AS SCHEDULED. 2. MATCH SIZE, SPACING, NUMBER, AND LOCATION OF HORIZONTAL WALL, FOOTING, OR GRADE BEAM BARS. 3. USE AT ALL CONCRETE CORNERS INCLUDING THICKENED SLAB ON GRADE, WALLS, CURBS, BEAMS, GRADE BEAMS, AND SLABS UNLESS INDICATED OTHERWISE. SINGLE REINFORCING MAT 1. ALL 90˚ HOOKS SHALL EXTEND TO FAR SIDE REINFORCING OF WALL OR FOOTING. DOUBLE REINFORCING MAT STD ACI HOOK FOR TYP. DTL VERTICAL BARS REQ'D @ CORNER AND LAP -3" WALL JOINT VFY JOINT LOCATIONS W/ STRUCTURAL ENGINEER IN ADVANCE WATERSTOP RQ'D WHEN EXTERIOR GRADE IS ABOVE F.F. 2x4 KEYWAY LAP PER SCHED LAP PER SCHED LAP PER SCHED LAP PER SCHED LAP PER SCHED LAP PER SCHED SCHED LAP PER LAP PER SCHED LAP PER SCHED LAP PER SCHED VERTICAL BARS REQ'D @ CORNER AND LAP -3" MIN CLEARANCES SEE TABLE FOR SCHED LAP PER 1/2" PREMOLDED EXP. JT. WHERE CONC. OCCURS SONO TUBE FDN EXTEND TO GRADE WHEN NOT IN PAVEMENT GRANULAR FILL 4"Ø CONC. FILLED STEEL PIPE -PAINT PER ARCH ROUNDED CONC. TOP 1/2" CROWN 3' - 0" COORDINATE W/ MANUFACTURER 4' - 0" TYP. MIN 1' - 6" DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com S4.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 FOUNDATION DETAILS JTJHMH PR O J E C T # : 2 0 0 2 0 4 1" = 1'-0"1 TYP. 8" FOUNDATION WALL DTL 1" = 1'-0"2 TYP. POUR THRU & APRON 1" = 1'-0"4 SLAB AND CONTROL JOINTS 1" = 1'-0"3 SONOTUBE FOUNDATION 1" = 1'-0"5 ANCHOR LOC'NS 1" = 1'-0"6 TYP. THICKENED SLAB 1" = 1'-0"8 STAIR STRINGER CONN. TO FLOOR 1" = 1'-0"9 STANDARD REINFORCEMENT SCHEDULES 3/4" = 1'-0"7 TYP. CORNER REINFORCING DET. 3/4" = 1'-0"10 TYP. PIPE BOLLARD M O NTAN A PR O F E S S ION A L E N G INEE R LICE N S E D ERIC D. GARBERG No. 14108 PE A35 (2) ON CENTER STRINGER (1) ON EDGE STRINGERS FLOOR SHTG PER PLAN JOISTS PER PLAN PREFORMED WOOD STAIR TREAD W/ ROUNDED NOSING TREAD 2X4 WALL JOIST PER PLAN STAGGER EN, TYP. (1) 8d INTO T&B CHORDS RIM BOARD PER PLAN STAGGER EN, TYP. 8d @ 6" O.C. TOE NAIL (2) 10d 3 1/2" SCREWS & BLOCKING B/W JOISTS 10d BOX NAIL EACH SIDE FLOOR SHTG PER PLANA H1 COLUMN CAP PER SCHED. BEAM PER SCHED. COLUMN PER SCHED. HU28 HANGER 2X10 LEDGER W/ (2) SDWS22500 SCREWS IN EA STUD SHEATHING PER SHEAR PLAN FASCIA PER ARCH SHEATHING PER PLAN FINISH PER ARCH R.O. HEADER, SEE PLANS AND HEADER SCHEDULE DBL TOP PL. DENOTES HEADER SCHEDULE # # OF LEFT CRIPPLES (H=HANGER) H.1-1.X.2 # OF INTERMEDIATE BRG (X=NONE) # OF RIGHT CRIPPLES (H=HANGER - SEE REMARKS) NOTE: KING STUD NOTATIONS ONLY FOR NON SHEAR WALL LOCATIONS. REFER TO SHEAR PLAN AND H.D. DTLS FOR KING STUD RQ'MTS @ SHEAR WALL ENDS. BACK NAIL W/ 16d IN SUCCESSIVE LAYERS AS SHOWN > 3'-6" SINGLE KING STUD 3'-6" < 6'-0" DBL KING STUD 6'-0" > 10'-0" TRIPLE KING STUD 10'-0" < SEE PLAN INTERIOR WALLS CAN DOUBLE SPANS NOTED FOR KING STUD RQ'MTS. ELEVATION AS VIEWED FROM EXTERIOR OR LABEL SIDE ON INTERIOR HEADER 2X SECTION DOUBLE TOP PLATE HEADER 2X FLAT INSULATION OR CRIPPLE TO DOUBLE TOP PLATE --- PER PLAN NOTE: SEE PLANS FOR HEADER LOCATIONS WALL BUILDUP PER ARCH FOUNDATION SEE S1.00 EDGE NAIL, STAGGERED WALL SHEATHING PER SHEAR WALLS, IF NO SHEAR WALL NAILING PROVIDED FOR WALL, USE 6" O.C. EN, 12" O.C. FN HEADER SEE FRAMING PLAN 2X8 / 2X6 / 2X4 PER PLAN WINDOW FRAMING SHOW DOOR SIM EN @ 6" OC EN @ 6" OC 2X STUDS TO DBL TOP PLATE, BASED ON PLATE HEIGHT/ HEADER NO CRIPPLES MAY BE RQUIRED DBL TOP PLATE STAGGERED EN HURRICANE TIES ON ALL TRUSSES H1 UNO DIAPHRAGM NAILING INTO BLOCKING FULL HEIGHT SOLID BLOCKING VENT PER ARCH 2X8 SUB FASCIA (3) 12 D NAILS FASCIA PER ARCH EXTEND SHTG TO BASE OF RAKED OR FLAT SOFFIT BLOCKING TO BE MIN 1 1/4" LSL OR STACKED 2X SEE ARCH FOR SOFFIT TOP OF FOUNDATION 2X6 WALL I JOIST PER PLAN STAGGER EN, TYP. (1) 8d INTO T&B CHORDS RIM BOARD PER PLAN STAGGER EN, TYP. 8d @ 6" O.C. TOE NAIL GRK RSS 5/16 X 4" @ EACH JOIST 10d BOX NAIL EACH SIDE 3/4" PLYWOOD 7/16" APA RATED OSB SHTG, GRADE & NAIL PER SCHEDULE. MAINTAIN MIN. 1/8" GAP AT SHTG PER APA GUIDELINES FOR SWELL WALL FRAMING SIMPSON HANGER PER PLAN SOLID BLOCKING OUTLOOKER @ 24" O.C. PER PLAN DROP CHORD GABLE END TRUSS PER PLAN SIMPSON H 1 @ EACH OUTLOOKER SUB-FASCIA CONTINUOUS EDGE NAILING ON SHEATHING TO BLOCKING MANUFACTURED TRUSS PER PLAN ROOFING APA RATED EXPOSURE 1 SHEATHING 2X WIND BRACING @ 8'-0" O.C. TYP. SIMPSON GBC CLIPS EACH SIDE OF BRACE 4 0 ° - 6 0 ° ADJUST BETWEEN LIMITS FOR ANGLE BRACING TO TERMINATE @ TRUSS TOP CHORDS 2X BLOCKING AT BRACE, NAIL SHTG TO BLK'G 5 1/2" MIN 2"MIN. A WHERE DIM. "A" IS LESS THAN 1 1/2", A GALVANIZED PROTECTION PLATE EXTENDING 2" BELOW THE TOP PLATE, FASTENED WITH 8-16d NAILS, IS REQUIRED. "A" DIM "A" FROM EDGE OF PIPE TO FACE OF FRAMING WHERE DIM. "A" IS 1 1/2" OR MORE, A GALVANIZED PROTECTION PLATE, FASTENED WITH 8-16d NAILS, IS REQUIRED. WHEREVER DIM. "A" IS LESS THAN 1 1/2", A GALVANIZED PROTECTION PLATE EXTENDING 2" ABOVE THE BOTTOM PLATE, FASTENED WITH 8-16d NAILS, IS REQUIRED. WHEREVER DIM. "A" IS 1 1/2" OR MORE, A GALVANIZED PROTECTION PLATE, FASTENED WITH 8-16d NAILS, IS REQUIRED. WHEREVER DIM. "A" IS 1/2" OR LESS, A STUD SHOE OR SHALL BE INSTALLED TO REPAIR THE STUD AND PROTECT THE PIPE. AWHEREVER DIM. "A" IS 1 1/2" OR LESS, A GALVANIZED PLATE EXTENDING AT LEAST 1 1/2" ABOVE AND BELOW THE PIPE IS REQUIRED MAXIMUM HOLE DIA OR NOTCH DEPTH WITHOUT REPAIR OR PROTECTION: FRMG BRG/NBRG HOLE DIA.NOTCH DPTH 2X4 INT-NBRG 2 1/8" 1 3/8" EXT/BRG 1 3/8" 7/8" 3 1/4" 2 3/16"2X6 2 3/16" 1 3/8" INT-NBRG EXT/BRG WHEREVER DIM. "A" IS 1 1/4" OR LESS, A GALVANIZED PLATE EXTENDING AT LEAST 1 1/4" ABOVE AND BELOW THE WIRE IS REQUIRED A FOR (1) AND (2) FAMILY DWELLINGS ONLY, NO REPAIR OR PROTECTION IS REQUIRED FOR MAXIMUM HOLE DIAMETERS/NOTCH DEPTHS: 2X4 - 1 3/4" 2X6 - 2 3/4" DIM "A" FOR PIPES MUST BE AT LEAST 1 1/2" A WHEREVER THE BOTTOM PLATE IS CUT FOR DUCTWORK, A GALVANIZED 16 GA REPAIR STRAP IS REQUIRED. FASTEN WITH (6) 16d NAILS ON EACH SIDE OF CUT WHEREVER THE TOP PLATE IS CUT FOR DUCTWORK, A GALVANIZED 16 GA REPAIR STRAP IS REQUIRED FOR EACH PLATE. FASTEN WITH (6) 16d NAILS ON EACH SIDE OF CUT WHEREVER THE TOP PLATES ARE CUT FOR DUCTWORK IN TWO ADJACENT STUD BAYS, A 3" WIDE, 16 GA GALVANIZED REPAIR STRAP IS REQUIRED. FASTEN WITH (6) 16d NAILS ON EITHER END OF THE CUTS WHEREVER THE BOTTOM PLATE IS CUT FOR DUCTWORK IN TWO ADJACENT STUD BAYS, A 3" WIDE, 16 GA GALVANIZED REPAIR STRAP IS REQUIRED. FASTEN WITH (6) 16d NAILS ON EITHER END OF THE CUTS FOR (1) AND (2) FAMILY DWELLINGS ONLY, MAXIMUM NOTCH DEPTHS IN TOP & BOTTOM PLATES ARE: FRMNG BRG/NBRG NOTCH DPTH 2X4 INT-NBRG NO LIMIT EXT/BRG 1 3/4" NO LIMIT2X6 2 3/4" INT-NBRG EXT/BRG 1X WD TRIM ALL SIDES GWB PER ARCH 5/8" GWB 1/2" PLYWOOD 1/4" PLYWOOD SIDES - 2" TALLER THAN INSULATION STIFFEN AS REQUIRED BATT INSULATION ATTACHED TO LID CEILING INSULATION 4X4 TIMBER 4X 4 T I M B E R 4X4 TIMBER 3/8" LAG SCREW W/ WASHER CSK, TYPICAL LAG SCREW INTO 2X BLOCKING, TYP LAG INTO COLUMN IN WALL. SEE PLAN FOR SIZING 1 1 2' - 0" 2' - 6" 30 " M I N MATCH BOTTOM CHORD HEIGHT TRUSSES @ 24" O.C. 11 S4.10 HINGE @ 24" O.C., MIN 2 DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com S4.10 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 FRAMING DETAILS JTJHMH PR O J E C T # : 2 0 0 2 0 4 1" = 1'-0"1 STAIR DETAIL 1" = 1'-0"6 RIM DETAIL (BEARING) 1" = 1'-0"3 FRAMING AT FRONT PORCH 3/4" = 1'-0"2 HEADER/BEAM DETAIL 1" = 1'-0"4 DETAILED WOOD FRAMED WALL 1" = 1'-0"7 RIM DETAIL (NON-BEARING) 1" = 1'-0"5 TYP. OUTLOOKER DETAIL 1/2" = 1'-0"8 PLBG/ELCTRCL REPAIRS & PRTCTN 1/2" = 1'-0"9 HVAC REPAIRS 1" = 1'-0"11 ATTIC ACCESS DETAIL 1" = 1'-0"10 KNEE BRACE DET - GABLE END 1" = 1'-0"12 ATTIC ACCESS PLAN M O NTAN A PR O F E S S ION A L E N G INEE R LICE N S E D ERIC D. GARBERG No. 14108 PE 1. INSTALL HOLD-DOWN AFTER TIME HAS PASSED TO ALLOW SHRINKAGE TO OCCUR. 2. HOLES IN FRAMING MEMBERS SHALL BE NO GREATER THAN BOLT SIZE +1/16". 3. STEEL NYLON LOCKING NUTS OR THREAD ADHESIVE SHALL BE USED ON ANCHOR BOLTS. 4. A FINAL CHECK ON ALL BOLTED HOLD-DOWN CONNECTIONS SHALL OCCUR BEFORE CLOSING IN THE WALL TO ASSURE TIGHT ANCHORS. NUTS MAY LOOSEN WITH SHRINKAGE. 5. USE OVERSIZED WASHERS ON ALL HOLD- DOWNS THAT ARE BOLTED TO THE FRAMING. 6. USE CARE TO DRILL STRAIGHT HOLES THRU FRAMING MEMBERS WITH ONE PASS. 7. INSTALL ALL HOLD-DOWNS TO MFR RECOMMENDATIONS, FILL ALL HOLES ON NAILED/SCREWED HOLD-DOWNS. 8. ANCHOR BOLTS TO BE REPLACED BY ALL THREADS FOR ABOVE GRADE DETAILS. 9. HTT 4 MAY BE REPLACED BY HTT5 CL STAGGER EN TO PLATE T.O. FND. HD POST CONT. TO TOP PLATE HD SEE PLAN FOR LOC'N TAG NUMBER DETAIL NUMBER SHEET NUMBER HOLD-DOWN LOCATION SUPPORT STUDS PER DETAIL DIA. STAGGER EN TO POST INSTALL ANCHOR PER SIMPSON INSTRUCTIONS HEX NUT OFFSET 0' - 2 " EM B E D PR O J . # OF ROWS NAIL/ SCREW QUANTITY SPLICE LENGTH NAIL/ SCREW QUANTITY SPACING DENOTATION KEY APA CERTIFICATION KEY INDICATES SIDE OF WALL TO BE SHEETED DENOTES SCHEDULE SPECIFICATION APA CERTIFICATION STAMP DENOTES ROOF/ FLOOR SPAN RATING DENOTES SHEATHING THICKNESS DENOTES SHEATHING EXPOSURE RATING DENOTES SHEATHING STRUCTURAL RATING DENOTES RATED SHEATHING X APA 32/16 EXPOSURE 1 STRUCTURAL 1 RATED WOOD ASSOCIATION RATED SHEATHING THE ENGINEERED SIZED FOR SPACING 15/32 INCH 000 PRP-108 HUD-UM-40CPANELIZED ROOFS HD POST PER SCHEDULE SHTG PER SCHEDULEINSIDE FACE OF FDN GR HD PER TAG GR SGL/DBL TRIMMER STAGGER EN INTO POSTSHTG PER SCHEDULE GR RO HD PER TAG INSIDE FACE OF FDN HOLDOWN DTL.4HOLDOWN DTL.3 STAGGER EN 16 15 14 MAX UNREINFORCED HOLE SIZE 4 1/2"X 4 1/2", NO OVERCUTTING PERMITTED 2X BLOCKING FOR HOLES LARGER THAN 4 1/2"X 4 1/2". MAX ACCUMULATED LENGTH OF HOLE <20% OF SHEAR WALL LENGTH. NO HOLES OR CUTTING OF SHEATHING WITHIN 16" OF CORNERS. STAGGER END NAIL INTO ALL KING STUD/ HOLDDOWN POST ASSEMBLES ALONG SHEAR WALLS @ WINDOWS AND DOORS. EXTEND NAILING FROM SILL PLATE TO DOUBLE TOP PLATE. NAIL TRIMMER W/ FIELD NAIL STAGGER EDGE NAIL (EN) SHTG TO HOLD-DOWN POSTS @ EACH BOUNDARY OF SHEAR WALL PER SCHEDULE APA RATED SHEATHING PER THE SHEAR WALL SCHEDULE BLOCKING REQUIRED (SIZE PER SCHEDULE) AT ALL HORIZONTAL SEAMS SPECIAL FRAMING MEMBER(S) AT PANEL EDGES PER SCHEDULE 1/8" GAP AT ALL PANEL EDGES - TYPICAL SHEAR WALL NAILS PLACED NOT LESS THAN 3/8" FROM PANEL EDGE AND FIRMLY DRIVEN FLUSH INTO FRAMING MEMBER WITHOUT CRUSHING THE SURFACE OF THE SHEATHING EDGE NAIL PER SCHEDULE DBL TOP CHORDS, MIN. 6' LAP - SPLICE PER SCHEDULE FIELD NAILING PER SCHEDULE HOLD-DOWN AND ANCHORS PER SCHEDULE ANCHOR BOLT SIZE & SPACING PER SCHEDULE; PLATE WASHERS REQUIRED FRAMING PER SCHEDULE, DOUGLAS FIR/ LARCH NO. 2+ CRIPPLES PER H.D. DTLS AND HEADER SCHEDULE ELEVATION VIEW 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 13 3 4 9 711 10 7812 14 15 7 3 6 4 5 BOUNDARY NAIL TO WALL BLOCKING PER SCHEDULE EXTERIOR WALL OR INTERIOR SHEAR WALL TYPICAL FRAMING MEMBERS ON LAYOUT BOUNDARY NAIL SHTG TO ALL COLLECTORS PER PLAN EDGE NAIL EACH SHEET TO COMMON FRAMING MEMBER STAGGER SHEETS ACROSS FRAMING BLOCK LONGITUDINAL SEAMS WHEN SCHEDULED FIELD NAILING PER SCHEDULE GAP SHEETS 1/8" FOR SWELLING NAILS TO BE DRIVEN FLUSH W/ NO CRUSHING OF SHEETING AND A MIN OF 3/8" FROM EDGE. STRUT, TIE, OR COLLECTOR ELEMENT PER PLAN PLAN VIEW 1 2 3 4 5 6 7 8 9 10 11 2 5 3 487 6 5 1 10 8 9 11 DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com S4.20 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 SHEAR DETAILS JTJHMH PR O J E C T # : 2 0 0 2 0 4 1" = 1'-0"1 HOLD DOWN TAG TABLE 1/2" = 1'-0"2 TOP PLATE CONNECTION SCHEDULE 1/8" = 1'-0"5 SHEAR WALL SCHEDULE/ DIAPHRAGM SCHEDULE 1/2" = 1'-0"6 SHEAR WALL DETAIL 1/2" = 1'-0"7 HORIZONTAL DIAPHRAGM SHEAR WALL SCHEDULE TAG APA RATED SHTG. SHTG. TYPE SIDES SHTD. SILL BLK'G PANEL EDGE NAILS EDGE NAIL FIELD NAIL STUD SPACING A.B. SIZE A.B. SPACING SILL TO WOOD NAILING A 7/16" EXP.1 1 2X 2X 8d 6" 1'-0" 1'-4" 5/8" X 10" 4'-0"O.C. 6" O.C. 1. ALL NAILS ARE COMMON WIRE UNLESS NOTHED OTHERWISE 2. REFER TO TYPICAL SHEAR WALL FRAMING DETAIL FOR FURTHER REQUIREMENTS HORIZONTAL DIAPHRAGM NAILING SCHEDULE TAG BLOCKING APA RATED SHTG SPAN RATING NAILS EDGE NAIL BOUNDARY NAIL FIELD NAIL NOTES 1 NONE 5/8" EXP.1 40/24 8d 6" 6" 12" 2 NONE 3/4" EXP.1 40/20 10d 6" 6" 12" NOTE: BOLD LINES ON SHEAR PLAN DENOTE REGION TOP PLATE CONNECTION SCHEDULE TAG MIN SPLICE # ROWS SPACING PLATE GRADE NAIL/SCREW MIN # OF NAILS/ SCREWS PER SPLICE COMMENTS A 4' 2 12" DF/L NO.2+ OR HEM FIR SS 16d 12 HOLD DOWN SCHEDULE TAG HOLD DOWN HD POST OFFSET PROJ. DIA. SIMPSON CONCRETE ANCHOR A HDU4-DFD2.5 (3)2X6 1 3/8" 6" 7/8" SB5/8"X24" B HDU4-DFD2.5 (2) 2x6 1 3/8" 6" 7/8" SB5/8"X24" M O NTAN A PR O F E S S ION A L E N G INEE R LICE N S E D ERIC D. GARBERG No. 14108 PE CO2 CO H HS NO2 S TH TS T MS CHWS CDR CWR CWS HWR HWS STM CHWR CHILLED WATER RETURN CHILLED WATER SUPPLY CONDENSATE RETURN CONDENSER WATER RETURN CONDENSER WATER SUPPLY HEATING WATER RETURN HEATING WATER SUPPLY STEAM REF-L REF-S REFRIGERANT-LIQUID REFRIGERANT-SUCTION CAP REF-HG REFRIGERANT-HOT GAS PLUMBING AND PIPING SYMBOLS KEYNOTE CONTINUATION SYMBOL NUMBER OF SHEET WHERE DETAIL APPEARS NUMBER OF DETAIL ON SHEET REVISION NUMBER - SHOWN ON PLANS GENERAL DRAWING SYMBOLS ROOM NAME AND NUMBER POINT WHERE NEW CONNECTS TO EXISTING ITEM TO BE DEMOLISHED AREA NOT IN CONTRACT PIPE RISE PIPE DROP PIPE TEE 1 - --- * NOTE * THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE USED IN THIS SET OF DRAWINGS. Room 1 16"x8" 16"/8" (E) F S M B D C 16"Ø E/A O/A T/A L/A R/A S/A EXHAUST AIR OUTSIDE AIR RELIEF AIR RETURN AIR SUPPLY AIR TRANSFER AIR GRILLES, REGISTERS & DIFFUSERS TAG CFM THROW-150FPM/ 100FPM/ 50FPM NECK SIZE / MODULE SIZE EXISTING DUCT TAG OVAL DUCT SIZE TAG (WIDTH / HEIGHT) SQUARE DUCT SIZE TAG (WIDTH x HEIGHT) HVAC SYMBOLS RECTANGULAR SUPPLY/OUTSIDE AIR DUCT RISE RECTANGULAR RETURN/TRANSFER AIR DUCT RISE MECHANICAL EQUIPMENT TAGS ROUND DUCT SIZE TAG (DIAMETER) LINEAR DIFFUSER TAG CFM TYPE (SEE SCHEDULE)NUMBER OF SLOTS / ACTIVE SLOT LENGTH (PLENUM LENGTH) / NECK SIZE DUCT BEING DEMOLISHED ELEVATION (CENTER OF FACE) ROUND SUPPLY/OUTSIDE AIR DUCT RISE ROUND RETURN/TRANSFER AIR DUCT RISE RECTANGULAR EXHAUST/RELIEF AIR DUCT RISE ROUND EXHAUST/RELIEF AIR DUCT RISE DROP DROP DROP DROP DROP DROP GE/A GREASE EXHAUST AIR SE/A SMOKE EXHAUST AIR EQUIPMENT BY OTHERS (REFER TO OTHER DISCIPLINE FOR ADDITIONAL INFORMATION) EXISTING EQUIPMENT TO REMAIN FLUE EXHAUST GAS FLUE C/A COMBUSTION AIR S-O/A CONDITIONED OUTSIDE AIR Ø ROUND ABV ABOVE AC AIR CONDITIONING AD AREA DRAIN ADD ADDENDUM AFF ABOVE FINISHED FLOOR AFUE ANNUAL FUEL UTILIZATION EFFICIENCY ALT ALTERNATE AP ACCESS PANEL ARCH ARCHITECT/ARCHITECTURAL BFF BELOW FINISHED FLOOR BLW BELOW BTU BRITISH THERMAL UNITS BTUH BRITISH THERMAL UNITS PER HOUR CAP CAPACITY CB CATCH BASIN CFM CUBIC FEET PER MINUTE CLG CEILING CO CLEAN OUT CW COLD WATER D DEGREE DB DRY BULB DIA DIAMETER DN DOWN DW DISTILLED WATER EA EACH EAT ENTERING AIR TEMPERATURE ELEC ELECTRICAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EWT ENTERING WATER TEMPERATURE E/A EXHAUST AIR EXIST EXISTING F DEGREES FAHRENHEIT FCO FLOOR CLEAN OUT FD FLOOR DRAIN FD FIRE DAMPER FDV FIRE DEPARTMENT VALVE FL FLOOR FO FUEL OIL FOV FUEL OIL VENT FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FPM FEET PER MINUTE FS FLOOR SINK FT FOOT/FEET FTR FIN TUBE RADIATION GAL GALLON GC GENERAL CONTRACTOR GPM GALLONS PER MINUTE GW GREASE WASTE HB HOSE BIB HP HORSE POWER HTG HEATING HTR HEATER HW HOT WATER HYD HYDRANT ID INDIRECT IN INCH INV INVERT LB POUND LB/HR POUNDS PER HOUR LAT LEAVING AIR TEMPERATURE LP LOW PRESSURE LPG LIQUEFIED PETROLEUM GAS LVR LOUVER LWT LEAVING WATER TEMPERATURE M/A MIXED AIR MAX MAXIMUM MBH ONE THOUSAND BTU PER HOUR MCF ONE THOUSAND CUBIC FEET MD MOTORIZED DAMPER MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTR MOTOR MU/A MAKE-UP/AIR NC NOISE CRITERIA NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NUMBER NO NORMALLY OPEN NTS NOT TO SCALE O OXYGEN O/A OUTSIDE AIR ORD OVERFLOW ROOF DRAIN PD PRESSURE DROP PIV POST INDICATOR VALVE PLBG PLUMBING PRESS PRESSURE PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE PWR POWER R DUCT RISER R/A RETURN AIR RCP RADIANT CEILING PANEL RD ROOF DRAIN REC RECESSED RED REDUCER RH RELATIVE HUMIDITY RL/A RELIEF AIR RM ROOM RPM REVOLUTIONS PER MINUTE RW RAIN WATER SF SQUARE FOOT S/A SUPPLY AIR SAN SANITARY SF SQUARE FOOT SD SMOKE DAMPER SM SURFACE MOUNT SP STANDPIPE SP STATIC PRESSURE STM STEAM T THERMOSTAT TD TEMPERATURE DROP TDR TRENCH DRAIN TEMP TEMPERATURE TYP TYPICAL UG UNDERGROUND VAC VACUUM V VENT VAV VARIABLE AIR VOLUME VENT VENTILATION VTR VENT THROUGH ROOF W WASTE WB WET BULB WCO WALL CLEAN OUT WH WALL HYDRANT ABBREVIATIONS AC AIR CONDITIONING UNIT AHU AIR HANDLING UNIT AS AIR SEPARATOR B BOILER BP BOILER PUMP CC COOLING COIL CH CHILLER CT COOLING TOWER CU CONDENSING UNIT CWP CONDENSER WATER PUMP CHWP CHILLED WATER PUMP DBP DOMESTIC WATER BOOSTER PUMP DCP DOMESTIC WATER CIRCULATING PUMP DF DUCT FURNACE DH DUCT HEATER EF EXHAUST FAN EH ELECTRIC HEATER ERV ENERGY RECOVERY VENTILATOR ET EXPANSION TANK F FURNACE FC FAN COIL FP FIRE PUMP GI GREASE INTERCEPTOR GRV GRAVITY ROOF VENTILATOR HP HEAT PUMP HS HYDRAULIC SEPARATOR HWP HEATING WATER PUMP HX HEAT EXCHANGER HRV HEAT RECOVERY VENTILATOR MAU MAKE-UP AIR UNIT P PUMP RF RETURN FAN RTU ROOF TOP UNIT SD SLIM DUCT SEP SEWAGE EJECTOR PUMP SF SUPPLY FAN SP SUMP PUMP UH UNIT HEATER VAV VARIABLE AIR VOLUME BOX WH WATER HEATER WM WALL MOUNT EQUIPMENT ABBREVIATIONS 400 48"x2 1/2" LS-1 300 8" / 24x24 S-2 400 12" / --- S-3 LINEAR BAR GRILLE LINEAR SLOT DIFFUSER PERFORATED DIFFUSER WITH DEFLECTORS ROUND DIFFUSER WITH ADJUSTABLE PATTERNS LOUVERED DOUBLE DEFLECTION GRILLE 500 12"x10" / --- S-4 TYPE (SEE SCHEDULE) H-5/7/1422 400 10" / 24x24 S-1 3-CONE DIFFUSER THROW PATTERN MAX NC RATING 200 1 / 4' - 0" / 8" LS-2 8' - 0" AFF 200 1 / 4' - 0" / 8" LS-2 18' - 0"200 1 / 4' - 0" / 8" LS-2 SECTION TOTAL TRACK LENGTH 500 12"x10" / 24x12 R-2 LOUVERED GRILLE 18 500 12"x10" / 24x24 R-1 EGGCRATE RETURN GRILLE BOTTOM OF EQUIPMENT ELEVATION 590 lb RTU-XX 4.0 ton RTU-XX 115000 Btu/h 115 CFH RTU-XX HEATING COIL FLOW OPERATING WEIGHT NOT INCLUDING CURB FUEL INPUT GAS PIPE FLOW NOMINAL COOLING CAPACITY ROOFTOP UNIT PIPE ACCESSORY TAGS BALANCING VALVE 1/4 TURN BALL VALVE CHECK VALVE 3-WAY MIXING VALVE MOTORIZED CONTROL VALVE 3 WAY MOTORIZED CONTROL VALVE PRESSURE REDUCING VALVE REFRIGERANT SOLENOID VALVE BUTTERFLY VALVE 2" BALANCING 2" SHUTOFF 2" CHECK 2" TMV 2" M-CNTRL 2" 3-WAY CNTRL 2" PRV 3/8" SOLENOID 2" BUTTERFLY DATA DEVICE TAGS DAMPER TAGS VAV-XX RTU-XX EQUIPMENT ID SYMBOL BBB INLET COLLAR DAMPER MANUAL BALANCING DAMPER BACKDRAFT DAMPER COMBINATION FIRE/SMOKE DAMPER FIRE DAMPER SMOKE DAMPER MOTORIZED DAMPER SENSOR MANUAL SWITCH THERMOSTAT TEMPERATURE SENSOR TEMPERATURE & HUMIDITY SENSOR HUMIDITY SENSOR NITROGEN DIOXIDE SENSOR CARBON MONOXIDE SENSOR CARBON DIOXIDE SENSOR HUMIDISTAT PIPE SYMBOLS VAV-XX 10' - 0" (E)VAV-XX VAV-XX Htg: 3.7 GPM VAV-XX GWR GEOTHERMAL WATER RETURN GWS GEOTHERMAL WATER SUPPLY STM-HP STEAM -HIGH PRESSURE 1-M1.02D DENOTES BUILDING NUMBER (OMIT ON SINGLE BUILDING PROJECTS) DENOTES SPECIFIC DISCIPLINE DENOTES SHEET TYPE DENOTES DEMO PLANS (OMIT ON NON DEMO SHEETS) DENOTES SHEET COUNT DENOTES BUILDING LEVEL (0 IS BASEMENT/CRAWLSPACE LEVEL 1 IS 1 ETC.) BUILDING MECHANICAL SYSTEMS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: • 2018 INTERNATIONAL MECHANICAL CODE • 2018 UNIFORM PLUMBING CODE • 2012 IECC INTERNATIONAL ENERGY CONSERVATION CODE • ANSI/ASHRAE/IESNA STANDARD 90.1-2019 ENERGY STANDARD FOR BUILDINGS EXCEPT FOR LOW-RISE RESIDENTIAL BUILDINGS • ANSI/ASHRAE STANDARD 62.1-2019 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY • ASHRAE STANDARD 62.2-2019 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY IN LOW- RISE RESIDENTIAL BUILDINGS CODE COMPLIANCE KALISPELL, MONTANA ANNUAL DESIGN CONDITIONS: ASHRAE FUNDAMENTALS 2017 WEATHER STATION - KALISPELL, MT WMO# 727790 ELEVATION: 2957' LAT: 48.304N LONG: 114.264W WINTER: -6.0 (99.6%) SUMMER: 90.0 DRY BULB (0.4%) 62.6 WET BULB (0.4%) INDOOR DESIGN CONDITIONS: WINTER: 70 ± 2º F SUMMER: 75 ± 2º F HVAC DESIGN CRITERIA 1. INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE BY A LICENSED CONTRACTOR PER THE STATE BUILDING, MECHANICAL ENERGY, FIRE, PLUMBING AND HEALTH CODES, AND REGULATIONS AS ADOPTED BY LOCAL JURISDICTIONS. 2. ALL EQUIPMENT SHALL BE THE CAPACITY AND TYPE AS SHOWN ON THE EQUIPMENT SCHEDULE AND SHALL BE THE LISTED MANUFACTURER AND MODEL NUMBER OR SHALL BE AN EQUAL APPROVED BY THE OWNER/ENGINEER. 3. CONTRACTOR IS TO BRING UP THE DISCREPANCIES AND ITEMS WHICH ARE NOT SPECIFICALLY CALLED FOR OR SHOWN BUT ARE REQUIRED FOR A COMPLETE MECHANICAL SYSTEM. ALL SUCH ITEMS REQUIRED FOR A COMPLETE SYSTEM READY FOR THE OWNER'S BENEFICIAL USE SHALL BE FURNISHED AND INSTALLED INCLUDING ALL SUCH DISCREPANCY ITEMS MENTIONED ABOVE, AT NO ADDITIONAL COST TO THE OWNER AND PER LOCAL CODES, MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE STANDARDS WITH THE ARCHITECT/ENGINEER'S APPROVAL. 4. ALL EQUIPMENT SUPPLIED FOR THESE SPECIFICATIONS SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP, AND TITLE, AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. IF IT APPEARS WITHIN ONE YEAR FROM DATE OF FINAL ACCEPTANCE THAT EQUIPMENT DOES NOT MEET THE WARRANTIES ABOVE, THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFECT AND SHALL RESTORE THE SYSTEM TO THE ORIGINAL SATISFACTORY CONDITIONS AT HIS EXPENSE. THE FOREGOING WARRANTY IS EXCLUSIVE AND IN LIEU OF OTHER WARRANTIES, WHETHER WRITTEN, ORAL, IMPLIED, OR STATUTORY. NO WARRANTY OR MERCHANT ABILITY OF FITNESS FOR PURPOSE SHALL APPLY (THE WARRANTY SHALL START FROM THE TIME OF ARCHITECT/ENGINEER'S FINAL ACCEPTANCE). 5. COORDINATE THE CONSTRUCTION SCHEDULE WITH THE GC AND PERFORM ALL REQUIRED WORK IN STRICT ACCORDANCE WITH THE OWNER'S SCHEDULE. 6. MECHANICAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND CERTIFICATES REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 7. HVAC NOTES: A. PROVIDE FLEXIBLE CONNECTION IN ALL DUCTS CONNECTING TO AIR MOVING EQUIPMENT AS CLOSE TO FAN AS POSSIBLE. FLEXIBLE CONNECTION SHALL CONSIST OF 6" OR MORE OF AIR TIGHT, FIRE PROOF FLEXIBLE NEOPRENE COATED WOVEN FIBROUS GLASS MATERIAL. VENT FABRICS, INC. OR APPROVED EQUAL. B. ALL MAIN TRUNK AND BRANCH TAKEOFF DUCTWORK SHALL BE SHEET METAL. FLEXIBLE DUCT IS ALLOWED ON LAST 6' SERVING GRDs. FIBERGLASS DUCTWORK SHALL NOT BE USED. C. ALL SUPPLY & RETURN FLEXIBLE DUCTS CONNECTING TO GRILLES, REGISTERS AND DIFFUSERS SHALL BE CONSTRUCTED OF DOUBLE LAMINATION OF POLYESTER ENCAPSULATED STEEL WIRE HELIX FOR INNER CORE HIGH DENSITY FIBERGLASS INSULATION AND GRAY POLYESTER FILM WITH SPIRAL REINFORCEMENTS, EQUAL TO ATCO-70 SERIES (MIN. POS. PRESS. = 6' W.C. NEG. PRESS. = 0.75" W.C. & R=5.79). D. SEAL ALL DUCTWORK JOINTS PER SMACNA CLASS C FOR SYSTEMS UP TO 2 IN W.G. AND SEAL ALL JOINTS AND SEAMS PER SMACNA CLASS B FOR SYSTEMS GREATER THAN 2 IN W.G. E. ALL EQUIPMENT, DUCTWORK AND PIPING SHALL BE STRUCTURALLY SUPPORTED AND SECURELY FASTENED TO BUILDING STRUCTURE IN AN ACCEPTABLE MANNER TO OWNER, ARCHITECT, ENGINEER AND LOCAL JURISDICTION AND SHALL BE SEISMICALLY BRACED PER THE SMACNA AND/OR REQUIRED BY LOCAL JURISDICTIONS. F. PROVIDE LOCKABLE VOLUME DAMPERS IN ALL TAKEOFFS. G. DUCT HANGERS, SUPPORTS AND METHODS OF INSTALLATION SHALL CONFORM TO ASHRAE & SMACNA RECOMMENDATIONS. H. DUCT SIZES SHOWN ON PLANS INDICATE INSIDE FREE AREA. I. ALL DUCTWORK SHALL BE CLASS-1 AIR DUCT AS APPROVED BY U.L.-181. J. ALL SQUARE ELBOWS SHALL HAVE TURNING VANES. K. DUCT INSULATION SHALL BE PROVIDED AS FOLLOWS: a. ALL SUPPPLY DUCT IN UNCONDITIONED SPACES TO BE INSULATED WITH MIN. R-8 INSULATION (2" THICKNESS, 0.24 K VALUE). b. ALL RETURN DUCT IN UNCONDITIONED SPACES TO BE INSULATED WITH MIN. R-8 INSULATION (2" THICKNESS, 0.24 K VALUE). c. ALL CONCEALED SUPPLY DUCT TO BE INSULATED WITH MIN. R-6 INSULATION (1 1/2" THICKNESS, 0.24 K VALUE). d. ALL OUTDOOR AIR TO BE INSULATED WITH MIN. R-6 INSULATION (1 1/2" THICKNESS, 0.24 K VALUE). e. THE 6' OF EXHAUST DUCT NEAREST TO THE EXTERIOR TO BE INSULATED WITH MIN. R-6 INSULATION (1 1/2" THICKNESS, 0.24 K VALUE). 8. ALL FIRE RATED STRUCTURE SHALL BE FIRE DAMPERED AS REQUIRED BY THE JURISDICTION. 9. FLEXIBLE DUCTS SHALL HAVE MAXIMUM 6 FEET LENGTH UNLESS SHOWN OTHERWISE AND SHALL NOT PENETRATE THROUGH ANY FIRE RATED WALLS. DO NOT INSTALL FLEXIBLE DUCTS WITHIN 6 FEET OF HEATING ELEMENT. 10. HVAC SYSTEM SHALL BE STARTED UP AND FUNCTIONALLY TESTED BY MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL CONFIRM THAT ALL HVAC SYSTEMS ARE READY FOR TESTING, ADJUSTING, AND BALANCING. HVAC SYSTEMS SHALL BE TESTED, ADJUSTED, AND BALANCED (TAB) BY CONTRACTOR CERTIFIED BY THE AABC, NEBB, OR OTHER APPROVED AGENCY. REFRIGERATION PIPING SHALL BE TESTED UNDER PRESSURE AND PROVEN TO BE LEAK FREE. REFRIGERATION SYSTEM SHALL BE STARTED UP AND BROUGHT DOWN TO DESIGN TEMPERATURE. 11. MECHANICAL, HVAC, AND PLUMBING ELEMENTS SHALL AT NO TIME COME IN CONTACT WITH CEILING CONSTRUCTION EXCEPT AS NECESSARY PENETRATIONS MAY REQUIRE. ESCUTCHEONS SHALL BE USED ON ALL VISIBLE PENETRATIONS 12. ACCESS SHALL BE PROVIDED BY GC AS REQUIRED FOR INSTALLATION AND MAINTENANCE OF MECHANICAL,ELECTRICAL, AND OTHER ELEMENTS WITHIN CEILING SPACE AND AS REQUIRED BY CODE. LOCATIONS FOR SPECIAL ACCESS DOORS, HATCHES, ETC. SHALL BE COORDINATED WITH OTHER TRADES. 13. INSPECTIONS, AS REQUIRED BY LOCAL AUTHORITIES, SHALL BE COORDINATED BY GC PRIOR TO CLOSING OF CEILING. 14. SHOP DRAWINGS FOR ALL RELATED TRADES (PLUMBING, HVAC) SHALL BE SUBMITTED FOR REVIEW/APPROVAL PRIOR TO MANUFACTURING AND INSTALLATION. 15. ALL HVAC ELEMENTS SHALL MATCH ADJACENT WALL OR CEILING FINISH COLOR, INSTALLED FLUSH AND TRUE AND CENTERED WITHIN THE CEILING GRID. LOCATIONS SHALL BE PER APPROVED MECHANICAL PLANS. 16. INSULATION OF COLD WATER LINES SHALL BY PROVIDED TO PREVENT CONDENSATION DAMAGE AND IN OBSERVANCE OF ENERGY CONSERVATION PRACTICES, HOT WATER HEATING LINES SHALL BE INSULATED - SEE SPECIFICATIONS. 17. THERMOSTATS SHALL BE MOUNTED AT 4'-0" A.F.F. LOCATIONS PER MECHANICAL PLAN AND TO BE COORDINATED BY GC WITH OTHER TRADES. MOUNT TO ALIGN VERTICALLY WITH LIGHT SWITCHES. 18. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO THE OWNER AT JOB COMPLETION. ALL PRODUCT WARRANTY REGISTRATION CARDS, APPLICATIONS, AND CERTIFICATES SHALL BE COMPLETED AND TURNED OVER TO THE OWNER. GENERAL MECHANICAL NOTES HVAC GENERAL NOTES * CONTRACTOR SHALL LOCATE THERMOSTATS AND TEMPERATURE SENSORS AT 4'-0" AFF, A MAXIMUM OF 8" FROM LIGHT SWITCH. * PROVIDE A 4" HOUSEKEEPING PAD FOR EACH PIECE OF MECHANICAL EQUIPMENT. COORDINATE SIZES WITH MECHANICAL EQUIPMENT SELECTED. * ALL SUPPLY, RETURN, AND EXHAUST DUCTWORK SHALL BE RATED FOR PRESSURE CLASS OF 2" W.G. UNLESS NOTED OTHERWISE. * THIS CONTRACTOR SHALL BE REQUIRED TO REPLACE FILTERS ON HVAC EQUIPMENT AFTER ALL DUST PRODUCING CONSTRUCTION HAS BEEN COMPLETED AND PRIOR TO THE FINAL PUNCH. PROJECT GENERAL NOTES * REMOVE ALL UNUSED PIPING, DUCTWORK AND ACCESSORIES. * THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING, PRIOR TO FINAL BID, ALL EXISTING CONDITIONS FOR PLUMBING AND MECHANICAL SYSTEMS WITHIN TENANT SPACE AND WITHIN CLOSE PROXIMITY OF TENANT SPACE. * WHERE FLOOR DRAINS OCCUR WITHIN THE LIMITS OF CONSTRUCTION, PREVENT CONSTRUCTION DEBRIS FROM ENTERING DRAIN BODY BY SEALING DRAIN OPENING PRIOR TO START OF WORK. UNSEAL DRAINS AT COMPLETION OF CONSTRUCTION. * COORDINATE INSTALLATION OF PIPING, DUCTWORK, CONDUIT, LIGHTS, CABLE TRAY, STRUCTURE, AND EQUIPMENT TO PREVENT CONFLICTS. * THE CONTRACTOR SHALL BE FAMILIAR WITH ALL THE CONDITIONS BOTH EXISTING AND THOSE ILLUSTRATED BY THESE DOCUMENTS AS WELL AS THOSE WHICH CAN BE REASONABLY ANTICIPATED INCLUDING, BUT NOT LIMITED TO ARCHITECTURAL, ELECTRICAL, VENTILATION, PLUMBING, AND OTHER SYSTEMS INVOLVED ON THIS PROJECT. * FINAL PRODUCT SHALL BE A COMPLETE AND FUNCTIONING SYSTEM, AND SHALL CONFORM TO ALL REQUIREMENTS OF APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING BUT NOT LIMITED TO THE INTERNATIONAL BUILDING CODE AND INTERNATIONAL MECHANICAL CODE. * ALL ROOF MOUNTED EQUIPMENT SHALL BE A MINIMUM 10'-0" FROM EDGE OF ROOF. * LOCATE DUCTWORK, PIPING AND MECHANICAL EQUIPMENT AWAY FROM THE SPACE ABOVE ELECTRICAL PANELS. TRANSFORMERS AND OTHER ELECTRICAL EQUIPMENT. * FIRE SEAL AROUND DUCT AND PIPING PENETRATIONS OF FIRE RATED WALLS. REFER TO SPECIFICATION. * PROVIDE SLEEVES AND/OR OPENINGS TO RUN PIPES AND DUCTS THROUGH FOUNDATIONS, FLOORS, WALLS, AND ROOF. * ADJUST PIPING AND DUCTWORK SIZES TO PROPERLY CONNECT TO MECHANICAL EQUIPMENT. * REFER TO PLUMBING SERIES DRAWINGS FOR GAS AND A.C. CONDENSATE DRAIN PIPING. * PIPE SIZES SHOWN SHALL BE CONTINUED IN THE DIRECTION OF FLOW UNTIL ANOTHER SIZE IS SHOWN. * FOR DETAILS, EQUIPMENT CONNECTIONS, AND PIPE SIZES NOT SHOWN ON THE SEGMENTS, REFER TO DETAILS, SCHEDULES, AND SPECIFICATIONS. * INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS, AT A LEVEL OF QUALITY AND WORKMANSHIP CONSISTENT WITH THE SPECIFICATIONS. * LOCATIONS OF PIPING, DUCTWORK AND EQUIPMENT AS INDICATED ON THE DRAWING, ARE APPROXIMATE AND SUBJECT TO MINOR ADJUSTMENTS IN THE FIELD. WORK SHALL BE COORDINATED WITH ALL OTHER TRADES TO AVOID INTERFERENCE IN THE FIELD. * INSTALL EXPOSED PIPING AND DUCTWORK AS HIGH AS PRACTICAL IN ROOMS WITHOUT CEILINGS U.N.O. MECHANICAL SHEET INDEX MECHANICAL M0.00 MECHANICAL TITLE SHEET M1.10 LEVEL 1 HVAC PLAN M7.00 MECHANICAL DETAILS M8.00 MECHANICAL SCHEDULES DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t M0.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 MECHANICAL TITLE SHEET CLCMSM PR O J E C T # : P r o j e c t N u m b e r M O NTAN A C O U RTNEY CAR RIER No.15309P E PR O F E S SION A L E N G INEE R LICEN S E D Title Sheet Revision T T A A C C B B R.R. 104 UTILITY / MECH 103 EVIDENCE / STOR. 102 STOR. 105 SHOP 101 UH-2 UH-1 EF-1 36"x24" IL-1 50 4" EH-1 EF-4 1 1 2 2 3 3 4 4 EF-3 150 6" EH-2 250 6" EH-2 EF-2 CO NO2 6"Ø E/A 4"Ø E/A 1 1 24"Ø C/A 4"Ø FLUE 4"Ø C/A4"Ø FLUE 3 3 13' AFF KEYNOTES 1 PROVIDE MANUFACTURERS HORZONTAL CONCENTRIC VENT KIT PER DETAIL /M7.00 2 NO2 SENSOR LOCATED AT 3' AFF, CO SENSOR LOCATED @ 5' 6" AFF 3 MOUNT UNIT HEATER TO CIELING 15' 6'' AFF 8'16'4'0 3/8" = 1'-0"1 LEVEL 1 HVAC PLAN DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t M1.10 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 LEVEL 1 HVAC PLAN CLCMSM PR O J E C T # : P r o j e c t N u m b e r M O NTAN A C O U RTNEY CAR RIER No.15309P E PR O F E S SION A L E N G INEE R LICEN S E D M O NTAN A C O U RTNEY CAR RIER No.15309P E PR O F E S SION A L E N G INEE R LICEN S E D SECURE CONCENTRIC ADAPTER BOX TO WALL WITH BRACKETS AND ADJUST SO THAT THE BOX IS SLIGHTLY SLOPED TO THE OUTSIDE COMBUSTION AIR PIPE VENT AIR PIPE ONE PIECE "TERMINAL END " VENT PIPE-PITCH TO DRAIN THIMBLE DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t M7.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 MECHANICAL DETAILS CLCMSM PR O J E C T # : P r o j e c t N u m b e r N.T.S.1 CONCENTRIC VENT ASSEMBLY KIT M O NTAN A C O U RTNEY CAR RIER No.15309P E PR O F E S SION A L E N G INEE R LICEN S E D CONTROL SEQUENCE OF OPERATION EXHAUST FANS: EF-1 SHALL BE INTERLOCKED WITH THE CO/NO2 SENSOR AND SHALL ENERGIZE WHEN NO2 OR CO CONCENTRATION REACHES UNSAFE LEVELS. MANUAL OVERIDE SWITCH SHALL ALSO BE PROVIDED. EF-2 SHALL ENERGIZE DURING OCCUPANCY LOUVERS: IL-1 SHALL BE INTERLOCKED WITH EF-1. UNIT HEATERS: UH-1- UH-2 WILL BE SET TO MAINTAIN A HEATING SET POINT OF 68°F(ADJ) CONTROLLED BY A PROGRAMMABLE THERMOSTAT LOCATED PER PLANS DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t M8.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 MECHANICAL SCHEDULES CLCMSM PR O J E C T # : P r o j e c t N u m b e r UNIT HEATER SCHEDULE TAG DESCRIPTION BASIS OF DESIGN HEATING INPUT HEATING OUT PUT AFUE V/Ø/Hz MOCP FLA WEIGHT (LBS)NOTESMANUFACTURER MODEL UH-1 NATURAL GAS UNIT HEATER REZNOR UDAS 75000 Btu/h 62250 Btu/h 83 120/1/60 15.0 A 3.3 A 81 lb 1 UH-2 NATURAL GAS UNIT HEATER REZNOR UDAS 75000 Btu/h 62250 Btu/h 83 120/1/60 15.0 A 3.3 A 81 lb 1 EXHAUST FAN SCHEDULE TAG DESCRIPTION BASIS OF DESIGN AREA SERVED AIR FLOW MOTOR POWER DESIGN POWER RPM E.S.P. ELECTRICAL FLA WEIGHT NOTESMANUFACTURER MODEL VOLTAGE FREQUENCY PHASE EF-1 SIDEWALL EXHASUT FAN GREENHECK SE1-16-426-VG WAREHOUSE 1100 CFM 0.50 hp 0.03 hp 695 0.050 in-wg 115 V 60 Hz 1 6.80 A 34.0 lb EF-2 CEILING MOUNTED EXHAUST FAN LIGHT PANASONIC FV-30VQ3 WAREHOUSE 250 CFM 0.08 hp 0.08 hp 877 0.250 in-wg 120 V 60 Hz 1 0.24 A 10.4 lb EF-3 CEILING MOUNTED EXHAUST FAN LIGHT PANASONIC FV-20VQ3 EVIDENCE 150 CFM 0.05 hp 0.02 hp 871 0.250 in-wg 120 V 60 Hz 1 0.24 A 10.4 lb EF-4 CEILING MOUNTED EXHAUST FAN LIGHT PANASONIC FV-0511VKL2 RESTROOM 50 CFM 0.02 hp 0.02 hp 731 0.250 in-wg 120 V 60 Hz 1 0.24 A 10.4 lb LOUVER SCHEDULE TAG DESCRIPTION BASIS OF DESIGN UNIT SIZE (W"xH"xD") FREE AREA (FT^2) PERFORMANCE FINISH MOUNTING NOTESMANUFACTURER MODEL VOLUME SP (IN WC) IL-1 INTAKE COMBINATION LOUVER GREENHECK EAC-401 36X24X4 2 1100 CFM 0.04 BLACK 1,2 EXHAUST HOOD SCHEDULE TAG DESCRIPTION BASIS OF DESIGN NECK INSTALLATION DAMPERMANUFACTURER MODEL WIDTH HEIGHT BORDER TYPE EH-1 EXHAUST WALL CAP BROAN 843BL SURFACE MOUNT INSTALLATION EH-2 EXHAUST WALL CAP BROAN 843BL SURFACE MOUNT INSTALLATION NOTES: 1. FLANGE MOUNT TO EXTERIOR WALL. 2. INCLUDE 120V ACTUATOR. NOTES: 1. PROVIDE VERTICLE LOUVER AT -54° M O NTAN A C O U RTNEY CAR RIER No.15309P E PR O F E S SION A L E N G INEE R LICEN S E D WV CA CD CW F-CW H-CW S-CW HW HW 140° HWC HWC 140° GV GW NG OV OW V W RWL RWLO COMBINATION WASTE& VENT COMPRESSED AIR CONDENSATE DRAINAGE COLD WATER FILTERED COLD WATER HARD COLD WATER SOFT COLD WATER HOT WATER HOT WATER 140° HOT WATER RECIRC HOT WATER RECIRC 140° GREASE VENT GREASE WASTE NATURAL GAS SAND/OIL VENT SAND/OIL WASTE SANITARY VENT SANITARY SEWER RAIN WATER LEADER RAIN WATER LEADER OVERFLOW CAP PLUG 2" 4" 4"4" PLUMBING AND PIPING SYMBOLS KEYNOTE CONTINUATION SYMBOL NUMBER OF SHEET WHERE DETAIL APPEARS NUMBER OF DETAIL ON SHEET REVISION NUMBER - SHOWN ON PLANS GENERAL PLUMBING SYMBOLS ROOM NAME AND NUMBER POINT WHERE NEW CONNECTS TO EXISTING ITEM TO BE DEMOLISHED AREA NOT IN CONTRACT DRAIN SIZE PIPE RISE PIPE DROP PIPE TEE REDUCING 45 DEGREE TEE 45 DEGREE TEE 1 - --- * NOTE * THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE USED IN THIS SET OF DRAWINGS. LP PROPANE GAS TYPE (SEE SCHEDULE) Room 4 RO REVERSE OSMOSIS WATER IW INDIRECT WASTE 4000 SF 6" RD-1 Ø ROUND ABV ABOVE AC AIR CONDITIONING AD AREA DRAIN ADD ADDENDUM AFF ABOVE FINISHED FLOOR AFUE ANNUAL FUEL UTILIZATION EFFICIENCY ALT ALTERNATE AP ACCESS PANEL ARCH ARCHITECT/ARCHITECTURAL BFF BELOW FINISHED FLOOR BLW BELOW BTU BRITISH THERMAL UNITS BTUH BRITISH THERMAL UNITS PER HOUR CAP CAPACITY CB CATCH BASIN CFM CUBIC FEET PER MINUTE CLG CEILING CO CLEAN OUT CW COLD WATER D DEGREE DB DRY BULB DIA DIAMETER DN DOWN DW DISTILLED WATER EA EACH EAT ENTERING AIR TEMPERATURE ELEC ELECTRICAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EWT ENTERING WATER TEMPERATURE E/A EXHAUST AIR EXIST EXISTING F DEGREES FAHRENHEIT FCO FLOOR CLEAN OUT FD FLOOR DRAIN FD FIRE DAMPER FDV FIRE DEPARTMENT VALVE FL FLOOR FO FUEL OIL FOV FUEL OIL VENT FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FPM FEET PER MINUTE FS FLOOR SINK FT FOOT/FEET FTR FIN TUBE RADIATION GAL GALLON GC GENERAL CONTRACTOR GPM GALLONS PER MINUTE GW GREASE WASTE HB HOSE BIB HP HORSE POWER HTG HEATING HTR HEATER HW HOT WATER HYD HYDRANT ID INDIRECT IN INCH INV INVERT LB POUND LB/HR POUNDS PER HOUR LAT LEAVING AIR TEMPERATURE LP LOW PRESSURE LPG LIQUEFIED PETROLEUM GAS LVR LOUVER LWT LEAVING WATER TEMPERATURE M/A MIXED AIR MAX MAXIMUM MBH ONE THOUSAND BTU PER HOUR MCF ONE THOUSAND CUBIC FEET MD MOTORIZED DAMPER MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTR MOTOR MU/A MAKE-UP/AIR NC NOISE CRITERIA NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NUMBER NO NORMALLY OPEN NTS NOT TO SCALE O OXYGEN O/A OUTSIDE AIR ORD OVERFLOW ROOF DRAIN PD PRESSURE DROP PIV POST INDICATOR VALVE ABBREVIATIONS 4" FD-1FLOOR DRAIN 4" FS-2FLOOR SINK 4" FD-3PFLOOR DRAIN 8 WFU 4" FD-13HUB DRAIN DRAIN TAGS "P" - INDICATES PRIMER CONNECTION FIXTURE UNITS COMBINATION DRAINS ROOF AREA SERVED BY DRAIN 2" DOM. WM PIPE ACCESSORY TAGS DOMESTIC WATER METER BALANCING VALVE 1/4 TURN BALL VALVE CHECK VALVE 3-WAY MIXING VALVE MOTORIZED CONTROL VALVE 3 WAY MOTORIZED CONTROL VALVE PRESSURE REDUCING VALVE REFRIGERANT SOLENOID VALVE BUTTERFLY VALVE 2" BALANCING 2" SHUTOFF 2" CHECK 2" TMV 2" M-CNTRL 2" 3-WAY CNTRL 2" PRV 3/8" SOLENOID 2" BUTTERFLY WATER CLOSET - WALL HUNG - ADA WC-5 UR-2 1 WFU LAV-1A 1 CWFU 1 HWFU LAV-1A FIXTURE UNITS 4" WCO PIPE ACCESORY TAG PLUMBING FIXTURE TAGS 4" WCO TYPE (SEE SCHEDULE) WC-5A PIPING SYMBOLSGENERAL PLUMBING NOTES 1. ALL PLUMBING AND PRACTICE TO BE IN ACCORDANCE WITH CURRENT UNIFORM PLUMBING CODE. 2. COMPLETE INSTALLATION OF PLUMBING SYSTEM TO CONFORM TO STATE BUILDING, MECHANICAL ENERGY, FIRE, AND HEALTH CODES, AND REGULATIONS ADOPTED BY LOCAL JURISDICTIONS. 3. PLUMBING SYSTEMS AS SHOWN ARE SCHEMATIC IN NATURE AND ITEMS NOT SPECIFICALLY CALLED FOR OR SHOWN, BUT REQUIRED FOR INSTALLATION FOR THE COMPLETE MECH. SHALL BE PROVIDED, AND ARE REQUIRED AS PART OF THE CONTRACT. MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY STANDARDS SHALL APPLY. 4. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE PLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED, AND AS REQUIRED BY CODE. 5. CONTRACTOR RESPONSIBILITY TO VERIFY QUANTITIES. 6. MAINTAIN A MINIMUM OF 6'-6" OF GROUND COVER OVER ALL UNDERGROUND WATER MAINS AND A MINIMUM OF 3'0" OF GROUND COVER OVER ALL UNDERGROUND SEWERS AND DRAINS. 7. INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING. 8. ALL PIPING SHALL CLEAR DOORS AND WINDOWS. 9. ALL PIPING SHALL GRADE TO LOW POINTS. PROVIDE HOSE END DRAIN VALVES AT THE BOTTOM OF ALL RISERS AND LOW POINTS. 10. SUBCONTRACTOR SHALL COORDINATE WITH GENERAL AND VERIFY ALL ROUTING AND SUPPORT SYSTEMS & INCLUDE IN HIS BID ALL NECESSARY TO PROVIDE THE OWNER WITH A COMPLETE SYSTEM. 11. ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 12. ALL "OR EQUAL" FIXTURES AND ACCESSORIES TO BE APPROVED BY ARCHITECT OR ENGINEER. 13. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL FIXTURES SHALL BE WHITE. 14. IT IS UNLAWFUL TO CONCEAL CRACKS, HOLES, OR OTHER IMPERFECTIONS IN MATERIALS BY WELDING, BRAZING, OR SOLDERING OR BY USING THEREIN OR THEREON ANY PAINT, WAX, TAR, OR OTHER LEAK-SEALING OR REPAIR AGENT. 15. BURRED ENDS OF ALL PIPE AND TUBING SHALL BE REAMED TO THE FULL BORE OF THE PIPE. 16. PLUMBING SYSTEMS SHALL BE INSTALLED IN A MANNER CONFORMING TO THE PLUMBING CODE AND THE MANUFACTURER'S RECOMMENDATIONS. IN INSTANCES WHERE THE CODE AND THE MANUFACTURER'S INSTRUCTIONS CONFLICT, THE MORE STRINGENT PROVISIONS SHALL PREVAIL. 17. ALL VALVES, PIPES, AND FITTINGS SHALL BE INSTALLED IN CORRECT RELATIONSHIP TO THE DIRECTION OF FLOW. 18. NO PIPING SHALL BE DIRECTLY EMBEDDED IN CONCRETE OR MASONRY. NO STRUCTURAL MEMBER SHALL BE SERIOUSLY WEAKENED OR IMPAIRED BY CUTTING, NOTCHING OR OTHERWISE. 19. PIPING SUBJECT TO UNDUE CORROSION, EROSION, OR MECHANICAL DAMAGE SHALL BE PROTECTED IN AN APPROVED MANNER. 20. NO WATER, SOIL, OR WASTE PIPE SHALL BE INSTALLED OR PERMITTED OUTSIDE A BUILDING OR IN AN EXTERIOR WALL UNLESS, WHERE NECESSARY, ADEQUATE PROVISION IS MADE TO PROTECT SUCH PIPE FROM FREEZING. 21. ALL PIPE PENETRATING FLOOR/CEILING ASSEMBLIES AND FIRE- RESISTANCE RATED WALLS OR PARTITIONS SHALL BE PROTECTED WITH THE REQUIREMENTS OF THE BUILDING CODE. 22. SLEEVES SHALL BE PROVIDED TO PROTECT ALL PIPING THROUGH CONCRETE OR MASONRY EXTERIOR OR BEARING WALLS, AND SHALL BE SIZED SO THERE IS A MINIMUM 1/2" CLEARANCE AROUND THE PIPE AND/OR INSULATION. 23. PIPING THROUGH CONCRETE OR MASONRY WALLS SHALL NOT BE SUBJECT TO ANY LOAD FROM BUILDING CONSTRUCTION. 24. ALL PIPING SHALL BE SUPPORTED IN SUCH A MANNER AS TO MAINTAIN ITS ALIGNMENT, AND PREVENT SAGGING. 25. ALL PIPING SHALL BE HUNG AND/OR SUPPORTED TO ELIMINATE NOISE AND VIBRATION WITH APPROPRIATE HANGERS AND SUPPORTS. SEE DETAILS FOR REQUIREMENTS. 26. PIPING IN THE GROUND SHALL BE LAID ON A FIRM BED FOR ITS ENTIRE LENGTH. WHERE SUPPORT IS OTHERWISE PROVIDED, IT SHALL BE ACCEPTABLE TO THE ADMINISTRATIVE AUTHORITY. 27. HANGERS AND ANCHORS SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT THE WEIGHT OF THE PIPE AND ITS CONTENTS. PIPING SHALL BE ISOLATED FROM INCOMPATIBLE MATERIALS. 28. THREADS ON IRON PIPE SIZE (IPS) PIPE AND FITTINGS SHALL BE STANDARD TAPER PIPE THREADS. THREADS ON TUBING SHALL BE APPROVED TYPES. THREADS ON PLASTIC PIPE SHALL BE FACTORY CUT OR MOLDED. THREADED PLASTIC PIPE SHALL BE SCHEDULE 80 MINIMUM WALL THICKNESS. TUBING THREADS SHALL CONFORM TO FINE TUBING THREAD STANDARDS. WHEN A PIPE JOINT MATERIAL IS USED, IT SHALL BE APPLIED ONLY ON MALE THREADS AND SUCH MATERIALS SHALL BE APPROVED TYPES, INSOLUBLE IN WATER, AND NONTOXIC. CLEANOUT PLUGS AND CAPS SHALL BE LUBRICATED WITH WATER INSOLUBLE, NON-HARDENING MATERIAL OR TAPE. 29. JOINTS IN COPPER TUBING SHALL BE MADE BY THE APPROPRIATE USE OF APPROVED COPPER OR COPPER ALLOY FITTINGS. SURFACES TO BE JOINED BY SOLDERING SHALL BE CLEANED BRIGHT BY MANUAL OR MECHANICAL MEANS. THE JOINTS SHALL BE PROPERLY FLUXED WITH AN APPROVED TYPE FLUX, AND MADE UP WITH APPROVED SOLDER. ALL SOLDER AND FLUXES SHALL BY MANUFACTURED TO APPROVED STANDARDS. 30. SOLDERS AND FLUXES WITH A LEAD CONTENT WHICH EXCEEDS TWO-TENTHS (0.20) OF ONE (1) PERCENT ARE PROHIBITED IN PIPING SYSTEMS USED TO CONVEY POTABLE WATER. 31. JOINTS FROM COPPER TUBING TO THREADED PIPE SHALL BE MADE BY THE USE OF BRASS ADAPTER FITTINGS. 32. APPROVED UNIONS MY BE USED IN DRAINAGE WORK WHEN ACCESSIBLY LOCATED IN THE TRAP SEAL OR BETWEEN A FIXTURE AND ITS TRAP; IN THE VENT SYSTEM, EXCEPT UNDERGROUND OR IN WET VENTS; AT ANY POINT IN THE WATER SUPPLY SYSTEM. 33. WHEN CONNECTING PLASTIC PIPE TO OTHER TYPES OF PIPING USE ONLY APPROVED TYPES OF FITTINGS AND ADAPTERS DESIGNED FOR THE SPECIFIC TRANSITION INTENDED. BUILDING MECHANICAL SYSTEMS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: • 2018 INTERNATIONAL MECHANICAL CODE • 2018 UNIFORM PLUMBING CODE • 2018 INTERNATIONAL FUEL GAS CODE • 2012 IECC INTERNATIONAL ENERGY CONSERVATION CODE TRAPS AND INTERCEPTOR NOTES: 1. EACH PLUMBING FIXTURE, EXCEPTING THOSE HAVING INTEGRAL TRAPS, SHALL BE SEPARATELY TRAPPED BY AN APPROVED TYPE WATERSEAL TRAP. NOT MORE THAN ONE (1) TRAP SHALL BE PERMITTED ON A TRAP ARM. 2. THE VERTICAL DISTANCE BETWEEN A FIXTURE OUTLET AND THE TRAP WEIR SHALL BE AS SHORT AS PRACTICABLE, BUT IN NO CASE SHALL THE TAILPIECE FROM ANY FIXTURE EXCEED TWENTY- FOUR (24) INCHES IN LENGTH. 3. EACH PLUMBING FIXTURE TRAP, EXCEPT AS OTHERWISE PROVIDED IN THE UPC, SHALL BE PROTECTED AGAINST SIPHONAGE AND BACK-PRESSURE, AND AIR CIRCULATION ASSURED THROUGHOUT ALL PARTS OF THE DRAINAGE SYSTEM BY MEANS OF A VENT PIPE. 4. THE VENT PIPE OPENING FROM A SOIL OR WASTE PIPE, EXCEPT FOR WATER CLOSETS AND SIMILAR FIXTURES, SHALL NOT BE BELOW THE WEIR OF THE TRAP. 5. EACH TRAP SHALL HAVE THE MANUFACTURER'S NAME STAMPED LEGIBLY IN THE METAL OF THE TRAP AND EACH TUBING TRAP SHALL HAVE THE GAUGE OF THE TUBING IN ADDITION TO THE MANUFACTURER'S NAME. 6. EVERY TRAP SHALL HAVE A SMOOTH AND UNIFORM INTERIOR WATERWAY. 7. THE TRAP SHALL BE THE SAME SIZE AS THE TRAP ARM TO WHICH IT IS CONNECTED. SUPPLY PIPING NOTES: 1. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING SERVES TWO OR MORE FIXTURES. 2. ALL WATER SUPPLY LINES SHALL BE TYPE L COPPER MIN. 3. ALL WATER LINES (HOT & COLD) SHALL HAVE 3/4" MIN. INSULATION. OR AS SCHEDULED IN PLUMBING SPECS. 4. UNLESS OTHERWISE NOTED, ALL DOMESTIC COLD AND HOT WATER PIPING SHALL BE 1/2" SIZE. 5. ALL STOPS, RISERS, ESCUTCHEON, P-TRAPS, OR OTHER ACCESSORIES TO BE STAINLESS STEEL OR CHROME PLATED. 6. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS, TRAPS, FLANGES, AND OTHER APPURTENANCES REQUIRING ACCESS ARE ACCESSIBLE. 7. WHERE DOMESTIC COLD AND HOT WATER PIPING DROPS INTO A PIPE CHASE, THE SIZE SHOWN FOR THE PIPE DROPS SHALL BE USED TO THE LAST FIXTURE. 8. ALL JOINTS AND FITTINGS IN WATER LINES SHALL BE SOLDERED TO MEET CURRENT REGULATIONS. 9. UNIONS AND/OR FLANGES SHALL BE INSTALLED AT EACH PIECE OF EQUIPMENT, IN BYPASSES, AND IN LONG PIPING RUNS (100 FEET OR MORE) TO PERMIT DISASSEMBLY FOR ALTERATION AND REPAIRS. 10. ALL VALVES IN THE WATER LINES TO BE BRASS. 11. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND EASY OPERATION. 12. ALL VALVES (EXCEPT CONTROL VALVES) AND STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE REDUCING SIZE TO MAKE CONNECTIONS TO EQUIPMENT AND CONTROLS. 13. PROVIDE ALL PLUMBING FIXTURES AND EQUIPMENT WITH ACCESSIBLE STOPS. 14. ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE PROVIDED WITH POSITION INDICATORS AND MAXIMUM ADJUSTABLE STOPS. 15. ALL VALVES SHALL BE INSTALLED SO THAT VALVE REMAINS IN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE OF VALVE IS REMOVED. 16. PROVIDE FLEXIBLE CONNECTIONS IN ALL PIPING SYSTEMS CONNECTED TO PUMPS AND OTHER EQUIPMENT WHICH REQUIRE VIBRATION ISOLATION. FLEXIBLE CONNECTIONS SHALL BE PROVIDED AS CLOSE TO THE EQUIPMENT AS POSSIBLE, OR AS INDICATED ON THE DRAWINGS. 17. IN ALL BUILDINGS WHERE POTABLE WATER AND NONPOTABLE WATER SYSTEMS ARE INSTALLED, EACH SYSTEM SHALL BE CLEARLY IDENTIFIED. EACH SYSTEM SHALL BE COLOR CODED AS FOLLOWS: POTABLE WATER: GREEN BACKGROUND WITH WHITE LETTERING NONPOTABLE WATER: YELLOW BACKGROUND WITH BLACK LETTERING, WITH THE WORDS "CAUTION: NONPOTABLE WATER, DO NOT DRINK" WASTE AND VENT PIPING NOTES: 1. RUN ALL WASTE AND VENT PIPING WITH 2% MINIMUM GRADE UNLESS OTHERWISE NOTED. HORIZONTAL VENT PIPING SHALL BE GRADED TO DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY. 2. ELEVATIONS AS SHOWN ON THE DRAWINGS ARE TO THE CENTERLINE OF ALL PRESSURE PIPING, AND TO THE INVERT OF ALL GRAVITY PIPING. 3. ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE IN LINE WHERE PIPE SIZE CHANGES. 4. ALL DRAIN PIPING, VENT PIPING, AND RELATED FITTINGS TO BE SCHEDULE 40 PVC AND CONFORM TO ASTM D-1785. 5. UNLESS OTHERWISE NOTED, ALL PIPING IS TIGHT TO UNDERSIDE OF SLAB, WITH SPACE FOR INSULATION IF REQUIRED. 6. ALL FIXTURES TO HAVE P-TRAPS & WATER STOP VALVES OF ADEQUATE SIZE PROVIDED. 7. UNLESS OTHERWISE NOTED, DRAINS SHALL BE INSTALLED AT THE LOW POINT OF ROOFS, AREAWAYS, FLOORS, ETC. 8. ALL FLOOR DRAINS SHALL HAVE AUTOMATIC TRAP PRIMING DEVICES. 9. PROVIDE CLEANOUTS IN SANITARY AND STORM DRAINAGE SYSTEMS AT ENDS OF RUNS, AT CHANGES IN DIRECTION, NEAR THE BASE OF STACKS, EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL AND EACH RUN OF PIPING, WHICH IS MORE THAN FIFTY (50) FEET IN TOTAL DEVELOPED LENGTH, SHALL BE PROVIDED WITH A CLEANOUT FOR EACH FIFTY (50) FEET, OR FRACTION THEREOF, IN LENGTH OF SUCH PIPING.. 10. ALL CLEANOUTS SHALL BE FULL SIZE OF PIPE FOR PIPE SIZES 6 INCHES AND SMALLER, AND SHALL BE 6 INCHES FOR PIPE SIZES LARGER THAN 6 INCHES. 11. ALL VTR's AS SPECIFIED ARE MIN. SIZE TO ROOF. ALL ROOF PENETRATIONS TO BE 3" MIN. 12. ALL ROOF PENETRATIONS TO PROTRUDE 16" MIN. 13. FITTINGS ON SCREWED PIPE SHALL BE OF THE RECESSED DRAINAGE TYPE. BURRED ENDS SHALL BE REAMED TO THE FULL BORE OF THE PIPE. 14. THE THREADS OF DRAINAGE FITTINGS SHALL BE TAPPED SO AS TO ALLOW ONE-QUARTER (1/4) INCH PER FOOT GRADE. 15. FITTINGS USED FOR DRAINAGE SHALL BE OF THE DRAINAGE TYPE, HAVE A SMOOTH INTERIOR WATERWAY, AND BE CONSTRUCTED SO AS TO ALLOW ONE FOURTH (1/4) INCH PER FOOT GRADE. 16. CLEANOUTS SHALL BE DESIGNED TO BE GAS AND WATERTIGHT WITHOUT THE USE OF ANY GASKET, PACKING, OR WASHER. 17. EACH PLUMBING FIXTURE TRAP, EXCEPT AS OTHERWISE PROVIDED IN THE UPC, SHALL BE PROTECTED AGAINST SIPHONAGE AND BACK PRESSURE, AND AIR CIRCULATION SHALL BE ASSURED THROUGHOUT ALL PARTS OF THE DRAINAGE SYSTEM BY MEANS OF VENT PIPES. 18. CHANGES IN DIRECTION OF VENT PIPING SHALL BE MADE BY THE APPROPRIATE USE OF APPROVED FITTINGS AND NO SUCH PIPE SHALL BE STRAINED OR BENT. BURRED ENDS SHALL BE REAMED TO THE FULL BORE OF THE PIPE. 19. INDIRECT WASTE PIPES EXCLUDING 5' BUT LESS THAN 15' IN LENGTH SHALL BE DIRECTLY TRAPPED, BUT SHALL NEED NOT BE VENTED. TRAPS REQUIRING VENTING SHALL EXTEND SEPARATELY TO THE OUTSIDE AIR. 20. NO MORE THAN 1/3 OF TOTAL PERMITTED VENT LENGTH PER TABLE 703.2 OF CURRENT U.P.C. CAN BE INSTALLED IN HORIZONTAL POSITION UNLESS SIZE IS INCREASED BY ONE PIPE SIZE. 21. ALL RAIN WATER TO BE INSULATED. 4" AD-6 AREA DRAIN 4" SD-29 DECK DRAIN FLOW CONTROL DRAIN4" SD-12 STORM DRAIN4" SD-15 1-P1.02D DENOTES BUILDING NUMBER (OMIT ON SINGLE BUILDING PROJECTS) DENOTES SPECIFIC DISCIPLINE DENOTES SHEET TYPE DENOTES DEMO PLANS (OMIT ON NON DEMO SHEETS) DENOTES SHEET COUNT DENOTES BUILDING LEVEL (O IS BASEMENT/CRAWLSPACE LEVEL 1 IS 1 ETC.) PLBG PLUMBING PRESS PRESSURE PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE PWR POWER R DUCT RISER R/A RETURN AIR RCP RADIANT CEILING PANEL RD ROOF DRAIN REC RECESSED RED REDUCER RH RELATIVE HUMIDITY RL/A RELIEF AIR RM ROOM RPM REVOLUTIONS PER MINUTE RW RAIN WATER SF SQUARE FOOT S/A SUPPLY AIR SAN SANITARY SF SQUARE FOOT S/A SUPPLY AIR SAN SANITARY SF SQUARE FOOT SD SMOKE DAMPER SM SURFACE MOUNT SP STANDPIPE SP STATIC PRESSURE STM STEAM T THERMOSTAT TD TEMPERATURE DROP TDR TRENCH DRAIN TEMP TEMPERATURE TYP TYPICAL UG UNDERGROUND VAC VACUUM V VENT VAV VARIABLE AIR VOLUME VENT VENTILATION VTR VENT THROUGH ROOF W WASTE WB WET BULB WCO WALL CLEAN OUT WH WALL HYDRANT CODE COMPLIANCE IRR IRRIGATION DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t P0.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 PLUMBING TITLE SHEET CLCMSM PR O J E C T # : P r o j e c t N u m b e r PLUMBING SHEET INDEX P0.00 PLUMBING TITLE SHEET P1.00 UNDERFLOOR PLUMBING PLAN P1.10 LEVEL 1 PLUMBING SUPPLY PLAN P2.10 LEVEL 1 WASTE & VENT PLAN P3.00 ROOF PLUMBING PLAN P7.00 PLUMBING DETAILS P8.00 PLUMBING SCHEDULES PLUMBING GENERAL NOTES * FIELD VERIFY ALL NEW WATER, WASTE, AND VENT PIPING CONNECTIONS AND PROVIDE NEW CONNECTIONS AS REQUIRED FOR PROPERLY OPERATING SYSTEMS. * PITCH UNDERFLOOR SANITARY WASTE PIPING AT 1/4" PER FOOT, UNLESS NOTED OTHERWISE. * PITCH UNDERFLOOR STORM PIPING 3" AND GREATER AT 1/8" PER FOOT, UNLESS NOTED OTHERWISE. PITCH ALL OTHER STORM PIPING AT 1/4" PER FOOT UNLESS OTHERWISE NOTED. * FIELD VERIFY LOCATION AND INVERTS OF SITE UTILITIES PRIOR TO INSTALLATION. * ROUTE DOMESTIC WATER, FIRE PROTECTION, SANITARY SEWER, AND STORM SEWER SERVICES TO SITE UTILITIES 5'-0" FROM BUILDING UNLESS NOTED OTHERWISE. REFER TO CIVIL PLANS. * WASTE AND VENT PIPING BELOW FLOOR AND THROUGH FLOOR SHALL BE 2" MINIMUM. * PROVIDE CLEANOUT IN ACCESSIBLE LOCATION AT THE BASE OF ALL PLUMBING RISERS. PROJECT GENERAL NOTES * REMOVE ALL UNUSED PIPING, DUCTWORK AND ACCESSORIES. * THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING, PRIOR TO FINAL BID, ALL EXISTING CONDITIONS FOR PLUMBING AND MECHANICAL SYSTEMS WITHIN TENANT SPACE AND WITHIN CLOSE PROXIMITY OF TENANT SPACE. * WHERE FLOOR DRAINS OCCUR WITHIN THE LIMITS OF CONSTRUCTION, PREVENT CONSTRUCTION DEBRIS FROM ENTERING DRAIN BODY BY SEALING DRAIN OPENING PRIOR TO START OF WORK. UNSEAL DRAINS AT COMPLETION OF CONSTRUCTION. * COORDINATE INSTALLATION OF PIPING, DUCTWORK, CONDUIT, LIGHTS, CABLE TRAY, STRUCTURE, AND EQUIPMENT TO PREVENT CONFLICTS. * THE CONTRACTOR SHALL BE FAMILIAR WITH ALL THE CONDITIONS BOTH EXISTING AND THOSE ILLUSTRATED BY THESE DOCUMENTS AS WELL AS THOSE WHICH CAN BE REASONABLY ANTICIPATED INCLUDING, BUT NOT LIMITED TO ARCHITECTURAL, ELECTRICAL, VENTILATION, PLUMBING, AND OTHER SYSTEMS INVOLVED ON THIS PROJECT. * FINAL PRODUCT SHALL BE A COMPLETE AND FUNCTIONING SYSTEM, AND SHALL CONFORM TO ALL REQUIREMENTS OF APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING BUT NOT LIMITED TO THE INTERNATIONAL BUILDING CODE AND INTERNATIONAL MECHANICAL CODE. * ALL ROOF MOUNTED EQUIPMENT SHALL BE A MINIMUM 10'-0" FROM EDGE OF ROOF. * LOCATE DUCTWORK, PIPING AND MECHANICAL EQUIPMENT AWAY FROM THE SPACE ABOVE ELECTRICAL PANELS. TRANSFORMERS AND OTHER ELECTRICAL EQUIPMENT. * FIRE SEAL AROUND DUCT AND PIPING PENETRATIONS OF FIRE RATED WALLS. REFER TO SPECIFICATION. * PROVIDE SLEEVES AND/OR OPENINGS TO RUN PIPES AND DUCTS THROUGH FOUNDATIONS, FLOORS, WALLS, AND ROOF. * ADJUST PIPING AND DUCTWORK SIZES TO PROPERLY CONNECT TO MECHANICAL EQUIPMENT. * REFER TO PLUMBING SERIES DRAWINGS FOR GAS AND A.C. CONDENSATE DRAIN PIPING. * PIPE SIZES SHOWN SHALL BE CONTINUED IN THE DIRECTION OF FLOW UNTIL ANOTHER SIZE IS SHOWN. * FOR DETAILS, EQUIPMENT CONNECTIONS, AND PIPE SIZES NOT SHOWN ON THE SEGMENTS, REFER TO DETAILS, SCHEDULES, AND SPECIFICATIONS. * INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS, AT A LEVEL OF QUALITY AND WORKMANSHIP CONSISTENT WITH THE SPECIFICATIONS. * LOCATIONS OF PIPING, DUCTWORK AND EQUIPMENT AS INDICATED ON THE DRAWING, ARE APPROXIMATE AND SUBJECT TO MINOR ADJUSTMENTS IN THE FIELD. WORK SHALL BE COORDINATED WITH ALL OTHER TRADES TO AVOID INTERFERENCE IN THE FIELD. * INSTALL EXPOSED PIPING AND DUCTWORK AS HIGH AS PRACTICAL IN ROOMS WITHOUT CEILINGS U.N.O. M O NTAN A C O U RTNEY CAR RIER No.15309P E PR O F E S SION A L E N G INEE R LICEN S E D Title Sheet Revision A A C C B B R.R. 104 UTILITY / MECH 103 EVIDENCE / STOR. 102 STOR. 105 SHOP 101 2" FD-1 2" FD-1 4" W 4" W 2" W 2" W 2" V 2" V 2" V FCO 1 1" CW 4'' TWO-WAY CLEANOUT 3 4 4 1 1 2 2 3 3 4 4 4" W SCH 40 PVC @ 1/4'' PER 1' 0'' 5 3" OW 3" OW SCH 40 PVC @1/4'' PER 1' 0''3" W FCO (TYP.) 2 2" W 2" V 3" W 1 1" CW UP 2" V UP2" V UP 2" V UP FCO KEYNOTES 1 1/2" PEX TO PRIME TRAP FROM LAV TAIL PIECE PER DETAIL 1/P7.00 2 INSTALL FLOOR CLEANOUT PER DETAIL 2/P7.00 3 INSTALL 2-WAY CLEANOUT PER DETAIL 4 SEE CIVIL PLANS FOR CONTINUATION OF PIPING 5 SEE DETAIL 6 /P7.00 FOR SAND OIL SEPERATOR DETAIL 8'16'4'03/8" = 1'-0"1 UNDERFLOOR PLUMBING PLAN DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t P1.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 UNDERFLOOR PLUMBING PLAN CLCMSM PR O J E C T # : P r o j e c t N u m b e r M O NTAN A C O U RTNEY CAR RIER No.15309P E PR O F E S SION A L E N G INEE R LICEN S E D A A C C B B R.R. 104 UTILITY / MECH 103 EVIDENCE / STOR. 102 STOR. 105 SHOP 101 1" CW WC-1A LAV-1A MS-1 DHW-1 EWS-1 3/4" NG 1/2" NG 1/2" NG METER: 150,000 BTU/H 14'' W.C. INLET PRESSURE 1 1 2 2 3 3 4 4 1 3/4" CW 1/2" HW 1" HW HB-1HYD-1 3/4" CW DN 1/2" CW DN 1/2" HW 1/2" CW 1/2" CW DN 1/2" CW DN 1" HW 1" CW 2 1" DCV 45 1" CW KEYNOTES 1 PROVIDE RECESSSED WALL CABINET FOR THERMOSTATIC MIXING VALVE (S19-2150 OR EQUIVELANT) 2 ROUTE GAS PIPING ALONG CEILING 3 SEE DETAIL 8/P7.00 FOR UNIT HEATER GAS CONNECTION 4 SEE DETIAL 9/P7.00 FOR WATER RISER DIAGRAM 5 SEE WATER HEATER DETAIL 10/P7.00 8'16'4'03/8" = 1'-0"1 LEVEL 1 PLUMBING PLAN DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t P1.10 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 LEVEL 1 PLUMBING SUPPLY PLAN CLCMSM PR O J E C T # : P r o j e c t N u m b e r 3 3 M O NTAN A C O U RTNEY CAR RIER No.15309P E PR O F E S SION A L E N G INEE R LICEN S E D A A C C B B R.R. 104 UTILITY / MECH 103 EVIDENCE / STOR. 102 STOR. 105 SHOP 101 WC-1A DHW-1 LAV-1A 2" V DN 2" V DN FCO 1 1 2 2 3 3 4 4 EWS-1MS-1 2" FD-1 FCO 3" FD-1 3" FD-1 3" FD-1 2" FD-1 2" V UP 2" V UP 3" VTR 2" V DN FCO FCO 4'' TWO-WAY CLEANOUT 3" VTR3" VTR 1 DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t P2.10 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 LEVEL 1 WASTE & VENT PLAN CLCMSM PR O J E C T # : P r o j e c t N u m b e r KEYNOTES 8'16'4'03/8" = 1'-0"1 LEVEL 1 PLUMBING WASTE & VENT PLAN M O NTAN A C O U RTNEY CAR RIER No.15309P E PR O F E S SION A L E N G INEE R LICEN S E D A A C C B B 1 1 2 2 3 3 4 4 3" VTR 3" VTR KEYNOTES DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t P3.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 ROOF PLUMBING PLAN CLCMSM PR O J E C T # : P r o j e c t N u m b e r 0 2'4'6'3/8" = 1'-0"1 ROOF PLUMBING PLAN M O NTAN A C O U RTNEY CAR RIER No.15309P E PR O F E S SION A L E N G INEE R LICEN S E D (2) PVC COMBINATION WYE-1/8" BENDS BACK TO BACK (TYP.) OR (1) 2-WAY CLEANOUT TEE GRADE PVC FITTING, TYPICAL ALL FITTINGS PVC THREADED PLUG, TYP6" M A X FLANGED WITH FLASHING COLLAR AS REQ'D FLOOR LINE BRONZE SCORATED TOPCENTER SECURING SCREW THREADED PLUG FITTING TYPE AS REQ'D TO SUIT FLASHING COLLAR FLASHING PAN FLOORING PER FINISH SCHEDULE 9" (225) DIA. TWO-PIECE NICKEL BRONZE FLASHING STRAINER LOOSE GRAVEL AT WEEP HOLES CAULKED, NO-HUB OR THREADED CONNECTION CHROME PLATED BRASS TAILPIECE WITH 1/2" Ø BRANCH 1/2" Ø PEX PIPE TO FLOOR DRAIN COMPRESSION COUPLING ESCHUTCHEON 1/2" STAINLESS STEEL BRAIDED HOSE LAVATORY PRIMING DISTRIBUTION TEE WHERE 3 FD'S ARE BEING SERVED (SOUIX CHIEF 695-D30) OR EQUAL CONDENSATE FROM ABOVE (IF REQUIRED) ESCUTCHEON CLEANOUT TEE CLEANOUT PIPE ACCESS COVER FINISHED WALL MIXING VALVE FLOW SWITCH WALL BRACKET INLET PLUGGED NIPPLE EYEWASH DRAIN FLANGE WITH 3 BOLT HOLES ANCHOR WITH EXPANSION BOLTS EYE-FACE WASH WITH STAINLESS STEEL BOWL DELUGE HEAD 1" BALL VALVE 7' -0" FLOW ALARM ANNUNCIATOR HW SUPPLY CW SUPPLY BALL VALVE WITH MEMORY STOP AND LABELING TO PREVENT UNAUTHORIZED SHUT-OFF EYEWASH VALVE NOTE: 1. PROVIDE A LOOSE-KEY LOCKSHIELD TYPE SHUT-OFF VALVE IN DOMESTIC WATER SUPPLY DROP TO EYEWASH. LABEL VALVE TO PREVENT UNAUTHORIZED SHUT-OFF. WATER DEPTHMODEL No. DIM "B" DIM "F"WEIGHTDIM "E" DIM "D"DIM "C" DIM "A" 2'-10"2'-0"11,6315004'-0"6'-0"2'-2"3'-0"4113-SO CAPACITY GALLON GROUT ALL AROUND INLET SIZE PER PLANS OUTLET SIZE PER PLANS ADJUST TO GRADE 24" DIA. TRAFFIC RATED, WATER TIGHT BOLT DOWN LIDS CLEAR ACCESS OPENINGS PRECAST BAFFLE 2" DIA. VENT HOLE DI M " F " DI M " C " . 1' -0" DI M " D " DI M " E " 1/3 LENGTH2/3 LENGTH 2/ 3 W A T E R T A B L E VA R I E S DIM "B" DI M " A " . . SAMPLE PORT RING AND LID (TRAFFIC RATED) CLEAN OUT/VENT FLOATING OIL ADSORBENT SKIMMER OLD CASTLE PRECAST (BASIS OF DESIGN) SEE SAMPLE PORT DETAIL PLUG . CLEAN OUT VENT G SHUT-OFF COCK (4)-1/2"DIA. STEEL RODS WITH TURN BUCKELS UNION SEE MECHANICAL FLOOR PLANS FOR CONTINUATION AND SIZE 1' -0" M I N . DRIP LEG 1" POLY SERVICE LINE SWEEP SLEEVE THROUGH FLOOR AND SEAL 1"X1" POLY SWEAT COPPER ADAPTER 1" COPPER LINE 1" WATTS LF007 (OR EQUAL) BACKFLOW PREVENTER SHUT-OFF VALVE DRAIN VALVE PRESSURE GAUGE TYP. 1" CW TO FIXTURES CODED NOTES 1 2 3 4 5 6 7 8 9 6 7 5 4 3 2 1 9 P P 10 10 CW COLD WATER SERVICE, SIZE AS SHOWN ON PLANS CHECK VALVE SIZE TO PIPE SIZE WATTS POTABLE WATER EXPANSION TANK, PLT-5, INSTALL PER MFR. RECOMMENDATION AND STATE & LOCAL CODES. UNION, DIELECTRIC IF REQ'D WATER HEATER, SEE SCHEDULE BALL VALVE T&P RELIEF VALVE , AND DRAIN PAN TO BE PIPED TO BATHROOM BELOW SEISMIC STRAP TO WALL PER UPC, HOLDRITE HR-80-180 120°F WATER SERVICE LOOP, SIZE AS SHOWN ON PLANS CODED NOTES 1 7 2 8 4 5 4 8 11 1 2 3 4 5 7 8 9 10 11 9 HW CW TO FIXTURES, SIZE PER PLANS 3 TM V THERMOSTATIC MIXING VALVE (CALEFFI TANK MIXER 520) OR EQUAL 12 12 10 10 DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t P7.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 PLUMBING DETAILS CLCMSM PR O J E C T # : P r o j e c t N u m b e r N.T.S.4 2WAY CLEANOUT1 N.T.S.2 FLOOR CLEANOUT N.T.S.3 FLOOR DRAIN1 N.T.S.1 TAILPIECE TRAP PRIMER N.T.S.5 WALL CLEANOUT 3/32" = 1'-0"7 EMERGENCY EYEWASH PIPING DETAIL N.T.S.6 SAND/OIL INTERCEPTOR DETAIL N.T.S.8 UNIT HEATER-GAS N.T.S.9 WATER RISER DIAGRAM 1" = 1'-0"10 ELEC. WATER HEATER M O NTAN A C O U RTNEY CAR RIER No.15309P E PR O F E S SION A L E N G INEE R LICEN S E D DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t P8.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 PLUMBING SCHEDULES CLCMSM PR O J E C T # : P r o j e c t N u m b e r DOMESTIC FIXTURE SCHEDULE TAG DESCRIPTION BASIS OF DESIGN TRIM SPECIFICATIONMANUFACTURER MODEL MANUFACTURER MODEL EWS-1 EMERGENCY EYEWASH/SHOWER STATION BRADLEY S19314 INCLUDE TEPID WATER TMV S19-2150 FD-1 FLOOR DRAIN WATTS FD-12 PVC FLOOR DRAIN WITH ADJUSTABLE ROUND HEEL PROOF NICKEL BRONZE STRAINER, TRAP PRIMING PORT, AND NO HUB OUTLET. HB-1 HOSE BIBB WOODFORD 24 INTERIOR HOSE BIBB WITH VACUUM BREAKER, 3/4" HOSE THREAD OUTLET, LOCK SHIELD CAP, AND REMOVABLE "TEE" HANDLE. PROVIDE SHUTOFF VALVE IN COLD WATER SUPPLY AHEAD OF HOSE BIBB. HYD-1 EXTERIOR WALL HYDRANT WOODFORD 67 WOODFORD 67 NON-FREEZE TYPE WALL HYDRANT, WITH DOUBLE CHECK BACKFLOW PREVENTER, VALVE ON THE INSIDE OF THE WALL, SPOUT WITH BACKFLOW PREVENTER, AND LOOSE KEY SOCKET ON THE OUTSIDE OF THE WALL. MAKE ARRANGEMENTS WITH THE GENERAL CONTRACTOR TO PROVIDE THE NECESSARY RECESS IN THE WALL. WHERE A RISER TO A WALL HYDRANT OCCURS IN AN OUTSIDE WALL THE CONTRACTOR SHALL INSULATE THE CHASE WITH 2” STYROFOAM INSULATION ON ALL SIDES OF THE CHASE, EXCEPT THE INSIDE WALL OF THE CHASE. PROVIDE SHUTOFF VALVE IN ACCESSIBLE LOCATION. LAV-1A LAVATORY - WALL HUNG - ADA KOHLER K-1728 MOEN 8430F05 WALL HUNG LAVATORY WITH BACKSPLASH, FAUCET HOLES ON 4” CENTERS. MANUAL DECK-MOUNTED FAUCET, EXTERNAL ASSE 1070 COMPLIANT THERMOSTATIC MIXING VALVE, GRID DRAIN, LOOSE KEY ANGLE STOPS AND SUPPLIES. INSULATE WATER AND WASTE WITH INSULATION KIT. MOUNT AT ADA COMPLIANT HEIGHT. MS-1 JANITOR SINK EL MUSTEE 63M EL MUSTEE 63.600A SERVICE BASIN WITH CAP ON TWO SIDES, FAUCET SHALL INCLUDE PAIL HOOK AND ATMOSPHERIC VACUUM BREAKER SPOUT. INCLUDE HOSE AND HOSE HOLDER, MOP HANGER, AND STAINLESS STEEL BUMPER GUARDS, AND WALL GUARDS. WC-1A WATER CLOSET - FLOOR MOUNT - TANK TYPE - ADA KOHLER K-3979 TANK TYPE ELONGATED FLOOR MOUNTED TANK TYPE WATER CLOSET, WITH CHURCH 295CT ELONGATED OPEN FRONT SEAT. PROVIDE A 1/4" BRASS BALL VALVE AT WALL CONNECTION. INSTALL AT ADA COMPLIANT HEIGHT. ELECTRIC WATER HEATER SCHEDULE TAG BASIS OF DESIGN TYPE ELECTRIC HEAT EXCHANGER EF UNIT WEIGHT FLA VOLT PH REMARKSMANUFACTURER MODEL NO. HEATING CAP WATERSIDE STORAGE MAX TEMP RISERECOVERY VOL DHW-1 AO SMITH DEN-52 STORAGE 4.5 kW 18.6 gal/h 50.0 gal 95 °F 0 565 lb 37.5 A 240 V 1 PROVIDE ASSE 1017 COMPLIANT MIXING VALVE; POWERS SERIES LFSH OR EQUAL. PIPE ACCESSORY SCHEDULE TAG DESCRIPTION BASIS OF DESIGN VALVE PROPERTIES REMARKSMANUFACTURER MODEL FLOW PRESSURE DROP AT RATED FLOW DCV DOUBLE CHECK VALVE BACKFLOW PREVENTION DEVICE WATTS LF007 20.0 GPM 4.0 psi LEAD FREE, MOUNT VERTICAL M O NTAN A C O U RTNEY CAR RIER No.15309P E PR O F E S SION A L E N G INEE R LICEN S E D L J PB XX-1 2 3 4 K OS MC T TD D J P P J R OS LS PC TC H T W D S S V M F F F F F F S F P Z I FR T ES ML DC CL CR MD E B D S P 2 P 2 N1 1P 1 POLE (2P, 3P, 4P, ETC.) A AMPERE AC ABOVE COUNTER OR AIR CONDITIONER ACLG ABOVE CEILING ADO AUTOMATIC DOOR OPENER AF AMP FRAME AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFI ARC FAULT CIRCUIT INTERRUPTER AHU AIR HANDLING UNIT AL ALUMINUM ALT ALTERNATE AMP AMPERE AMPL AMPLIFIER ANNUN ANNUNCIATOR APPROX APPROXIMATELY AQ-STAT AQUASTAT ARCH ARCHITECT, ARCHITECTURAL AS AMP SWITCH AT AMP TRIP ATS AUTOMATIC TRANSFER SWITCH AUTO AUTOMATIC AUX AUXILIARY AV AUDIO VISUAL AWG AMERICAN WIRE GAUGE BATT BATTERY BD BOARD BLDG BUILDING BMS BUILDING MANAGEMENT SYSTEM C CONDUIT CAB CABINET CAT CATALOG CATV CABLE TELEVISION CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT CLG CEILING COMB COMBINATION CMPR COMPRESSOR CONN CONNECTION CONST CONSTRUCTION CONT CONTINUATION OR CONTINUOUS CONTR CONTRACTOR CONV CONVECTOR CP CIRCULATING PUMP CRT CATHODE-RAY TUBE CT CURRENT TRANSFORMER CTR CENTER CU COPPER DCP DOMESTIC WATER CIRCULATING PUMP DEPT DEPARTMENT DET DETAIL DIA DIAMETER DISC DISCONNECT DIST DISTRIBUTION DN DOWN DPR DAMPER DS SAFETY DISCONNECT SWITCH DT DOUBLE THROW DWG DRAWING EC ELECTRICAL CONTRACTOR ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR EM EMERGENCY EMS ENERGY MANAGEMENT SYSTEM EMT ELECTRICAL METALLIC TUBING EP ELECTRIC PNEUMATIC EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXIST EXISTING EXH EXHAUST EXP EXPLOSION PROOF FA FIRE ALARM FABP FIRE ALARM BOOSTER POWER SUPPLY PANEL FACP FIRE ALARM CONTROL PANEL FCU FAN COIL UNIT FIXT FIXTURE FLR FLOOR FLUOR FLUORESCENT FU FUSE FUDS FUSED SAFETY DISCONNECT SWITCH GA GAUGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GEN GENERATOR GFI GROUND FAULT CIRCUIT INTERRUPTER GFP GROUND FAULT PROTECTOR GND GROUND GRS GALVANIZED RIGID STEEL (CONDUIT) GYP BD GYPSUM BOARD HOA HANDS-OFF-AUTOMATIC SWITCH HORIZ HORIZONTAL HP HORSEPOWER HPF HIGH POWER FACTOR HT HEIGHT HTG HEATING HTR HEATER HV HIGH VOLTAGE HVAC HEATING, VENTILATING AND AIR CONDITIONING HWP HYDRONIC WATER PUMP IC INTERRUPTING CAPACITY IG ISOLATED GROUND IMC INTERMEDIATE METAL CONDUIT INCAND INCANDESCENT IR INFRARED I/W INTERLOCK WITH J-BOX JUNCTION BOX KV KILOVOLT KVA KILOVOLT-AMPERE KVAR KILOVOLT-AMPERE REACTIVE KW KILOWATT KWH KILOWATT HOUR LOC LOCATE OR LOCATION LT LIGHT LTG LIGHTING LTNG LIGHTNING LV LOW VOLTAGE MAX MAXIMUM MAG.S MAGNETIC STARTER M/C MOMENTARY CONTACT MC MECHANICAL CONTRACTOR MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MDC MAIN DISTRIBUTION CENTER MDP MAIN DISTRIBUTION PANEL MFR MANUFACTURER MFS MAIN FUSED DISCONNECT SWITCH MH MANHOLE MIC MICROPHONE MIN MINIMUM MISC MISCELLANEOUS MLO MAIN LUGS ONLY MMS MANUAL MOTOR STARTER MOA MULTIOUTLET ASSEMBLY MSP MOTOR STARTER PANELBOARD MSBD MAIN SWITCHBOARD MT MOUNT MT.C EMPTY CONDUIT MTS MANUAL TRANSFER SWITCH MTR MOTOR, MOTORIZED N.C. NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION NFDS NON-FUSED SAFETY DISCONNECT SWITCH NIC NOT IN CONTRACT NL NIGHT LIGHT N.O. NORMALLY OPEN NPF NORMAL POWER FACTOR NTS NOT TO SCALE OH OVERHEAD OL OVERLOADS PA PUBLIC ADDRESS PB PULL BOX OR PUSHBUTTON PE PNEUMATIC ELECTRIC PED PEDESTAL PF POWER FACTOR PH PHASE PIV POST INDICATING VALVE PNL PANEL PP POWER POLE PR PAIR PRI PRIMARY PROJ PROJECTION PRV POWER ROOF VENTILATOR PT POTENTIAL TRANSFORMER PVC POLYVINYL CHLORIDE (CONDUIT) PWR POWER QUAN QUANTITY RCPT RECEPTACLE REQD REQUIRED RM ROOM RSC RIGID STEEL CONDUIT RTU ROOF TOP UNIT SC SURFACE CONDUIT SEC SECONDARY SHT SHEET SIM SIMILAR S/N SOLID NEUTRAL SPEC SPECIFICATION SPKR SPEAKER SP SPARE SR SURFACE RACEWAY SS STAINLESS STEEL SSW SELECTOR SWITCH S/S STOP/START PUSHBUTTONS STA STATION STD STANDARD SURF SURFACE MOUNTED SW SWITCH ELECTRICAL ABBREVIATIONS LIST SWBD SWITCHBOARD SYM SYMMETRICAL SYS SYSTEM TEL TELEPHONE TEL/DATA TELEPHONE/DATA TERM TERMINAL TL TWIST LOCK TR TAMPER RESISTANT T-STAT THERMOSTAT TTC TELEPHONE TERMINAL CABINET TV TELEVISION TVTC TELEVISION TERMINAL CABINET TYP TYPICAL UC UNDER COUNTER UE UNDERGROUND ELECTRICAL UG UNDERGROUND UH UNIT HEATER UT UNDERGROUND TELEPHONE UTIL UTILITY UV UNIT VENTILATOR OR ULTRAVIOLET V VOLT VA VOLT-AMPERES VDT VIDEO DISPLAY TERMINAL VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VOL VOLUME W WATT W/ WITH WG WIRE GUARD WH WATER HEATER W/O WITHOUT WP WEATHERPROOF XFMR TRANSFORMER XFR TRANSFER ∠ ANGLE @ AT ▲ DELTA ' FEET " INCHES # NUMBER Ø PHASE C CENTER LINE P PLATE SYMBOL RELAY SYMBOL SYMBOL SYMBOL ELECTRICAL SYMBOL LEGEND J 2 POLE SINGLE THROW SW. SINGLE POLE SW. LIGHT ON CORD REEL (TYPE DENOTED) LIGHTING CHANNEL WIRE (TYPE DENOTED) DIMMER SWITCH MOMENTARY CONTACT SWITCH OCCUPANCY SENSOR SWITCH PUSH BUTTON SINGLE RECEPT. TIME DELAY SWITCH SPLIT DUPLEX RECEPT. FOURPLEX RECEPT. DUPLEX RECEPT. RECEPT ON EMERGENCY CKT (DUPLEX SHOWN) ISOLATED GROUND RECEPT (DUPLEX SHOWN) 240 VOLT RECEPT. RECEPT ON DROP CORD (DUPLEX SHOWN) RECEPT ON CORD REEL (DUPLEX SHOWN) FLOOR RECEPT. (DUPLEX SHOWN) TIMER SWITCH KEYED SW. SW. W/PILOT 3-WAY SW. 4-WAY SW. DESCRIPTION WALL MOUNTED FLOODLIGHT (TYPE DENOTED) POLE MOUNTED LIGHT (TYPE DENOTED) RECESSED LIGHT (TYPE DENOTED) SURFACE LIGHT (TYPE DENOTED) EXIT SIGN (TYPE DENOTED) SUSPENDED OR PENDANT LIGHT (TYPE DENOTED) TRACK AND TRACK LIGHT (TYPES DENOTED) SURFACE LINEAR LIGHT (TYPE DENOTED) STRIP LIGHT (TYPE DENOTED) EMERGENCY BATTERY LIGHT (TYPE DENOTED) RECESSED LINEAR LIGHT (TYPE DENOTED) POLE MOUNTED FLOODLIGHT (TYPE DENOTED) FOURPLEX RECEPTACLE ON EMERGENCY CIRCUIT LIGHT FIXTURE ON (EM) LIFE SAFETY BRANCH LIGHT FIXTURE ON (EM) CRITICAL BRANCH CIRCUIT BREAKER PANEL DASHED SYMBOL INDICATES REMOVED HALFTONE SYMBOL INDICATES EXISTING SOLENOID VALVE BUS DUCT WITH PLUG IN DISCONNECT (FUSED) LIGHT LEVEL SENSOR - TYPE DENOTED TIME CONTROL SWITCH (TIME SWITCH) HUMIDISTAT THERMOSTAT PHOTOCELL ENCLOSED CIRCUIT BREAKER PRESSURE SWITCH SAFETY DISC. SW. (FUSED) SAFETY DISC. SW. (NON-FUSED) COMB. MOTOR STARTER (FUSED) POWER OR DISTRIBUTION PANEL MOTOR (SEE SCHEDULE) TRANSFORMER (TYPE DENOTED) STATIC GROUND RECEPTACLE (TYPE DENOTED) SPECIAL RECEPT. OR CONN. (SEE SCHEDULE) JUNCTION BOX PULL BOX GROUND ROD (PLAN VIEW) LIGHTNING PROTECTION AIR TERMINAL SURGERY SERVICE COLUMN CLOCK (TYPE DENOTED) POWER POLE (OPEN OFFICE STYLE) MULTIOUTLET ASSEMBLY (TYPE DENOTED) DESCRIPTION LIGHTNING PROTECTION CONDUCTOR SPLICE UTILITY SERVICE POWER POLE (SITE) OCCUPANCY SENSOR - TYPE DENOTED FLOAT SWITCH ANTENNA DOOR SIGNAL - APT. UNIT SPEAKER (WALL OR CEILING MT.) MICROPHONE OUTLET HORN TYPE SPEAKER VOLUME CONTROL BUZZER BELL INFORMATION OUTLET (TYPE DENOTED) WALL TELEPHONE OUTLET (TYPE DENOTED) TELEPHONE OUTLET (TYPE DENOTED) TELEVISION OUTLET DESCRIPTION CHIME WIRELESS ACCESS POINT DESCRIPTION GAS DETECTOR (TYPE DENOTED) F.A. PULLSTATION (TYPE DENOTED) F.A. DOOR CLOSER F.A. DOOR HOLDER F.A. INDIVIDUAL ADDRESSABLE MODULE FIRE ALARM SHUT DOWN RELAY SPRINKLER VALVE TAMPER SWITCH SPRINKLER FLOW SWITCH F.A. ZONE ADDRESSABLE MODULE SPRINKLER TEMPERATURE SWITCH SPRINKLER LEVEL SWITCH SPRINKLER PRESSURE SWITCH HEAT DETECTOR (TYPE & TEMP DENOTED) FIRE ALARM BELL FIRE ALARM BELL W/STROBE (CANDELAS) SMOKE DETECTOR (TYPE DENOTED) FIRE ALARM STROBE (CANDELAS) FIRE ALARM SPEAKER W/STROBE (CANDELAS) FLAME DETECTOR (TYPE DENOTED) DUCT SMOKE DETECTOR (TYPE DENOTED) REMOTE TEST/STATUS STATION LINEAR HEAT DETECTOR FIRE ALARM CHIME W/STROBE (CANDELAS) FIRE ALARM HORN W/STROBE (CANDELAS) FIRE ALARM REMOTE ANNUNCIATOR END OF LINE RESISTOR CCTV CAMERA WITH PAN/TILT DRIVE CCTV CAMERA NURSE CALL DOME LIGHT (2 LAMP) DOOR CONTACTS CARD READER ELECTRIC STRIKE MOTION DETECTOR (TYPE DENOTED) NURSE CALL EMERG. STATION NURSE CALL DUTY STATION NURSE CALL STAFF STATION NURSE CALL CODE BLUE EMERG. STATION NURSE CALL SINGLE PATIENT STATION NURSE CALL DUAL PATIENT STATION KEYPAD MAGNETIC LOCK COMBINATION LOCK 1 KEYED NOTE (SEE SCHEDULE) D 1,3,5 1 T1 LPN-102 1 ELECTRICAL SYMBOL NOTES THE CONTROL DEVICE DESIGNATION IS INDICATED BY A LOWER CASE LETTER. EXAMPLE: SINGLE POLE SWITCH "d" TO CONTROL LIGHTING FIXTURES INDICATED BY "D". SPECIAL CONNECTIONS. THE EQUIPMENT IS INDICATED BY A NUMBER IN A CIRCLE. SEE THE MOTOR AND EQUIPMENT SCHEDULE FOR THE LOAD DESCRIPTION AND TYPE OF CONNECTION. THE CIRCUIT DESIGNATION IS INDICATED BY NUMBER(S) ADJACENT TO THE SYMBOL. EXAMPLE: EQUIPMENT NO. 1; 3 PHASE CONNECTION TO CIRCUITS 1, 3, 5. TRANSFORMERS. THE TRANSFORMER TYPE IS INDICATED BY A NUMBER FOLLOWING THE UPPER CASE LETTER "T". SEE THE TRANSFORMER SCHEDULE OR THE SINGLE LINE DIAGRAM FOR THE TRANSFORMER DESCRIPTION AND REQUIREMENTS. EXAMPLE: TRANSFORMER TYPE "T1". PANELBOARDS. PANELBOARD DOORS MAY BE SHOWN TO INDICATE OPENING SIDE OF RECESSED PANELBOARDS. KEYNOTE. SEE THE SPECIAL NOTES ON THAT SHEET FOR THE NOTE NUMBER INDICATED IN THE HEXAGON. CONDUIT/WIRES SHOWN WITH SLASH MARKS. SLASH MARK INDICATORS ARE: SHORT STRAIGHT=PHASE CONDUCTOR LONG STRAIGHT=NEUTRAL GROUND= DOT ISOLATED GROUND = DOT WITH T HOME RUN TO BRANCH CIRCUIT PANELBOARD. THE PANELBOARD DESIGNATION IS SHOWN WITH THE HOME RUN ARROW AIMING AT THE ID. CIRCUIT BREAKER SIZES (AMPS/NUMBER OF POLES) ARE SHOWN IN THE PANELBOARD SCHEDULE WITH THE CORRESPONDING PANELBOARD AND CIRCUIT DESIGNATION. EXAMPLE: HOME RUN TO PANELBOARD LPN; CIRCUITS 1, 3, 5. LPN-1,3,5 DISCONNECT NOTATION. EXAMPLE: 30A DISCONNECT, 2 POLE, NEMA 3R, 15 AMP FUSE 30A/2P/3R 15AF CIRCUIT ID. NOTION IS FOUND NEXT TO A SWITCH, WIRE, LIGHT, RCPT OR EQMT. INDICATES PANEL NAME AND CIRCUIT NUMBER(S). EXAMPLE: PANEL P1, CIRCUIT NUMBERS 11 & 13.P1-11,13 .. (ISO) GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL EQUIPMENT, FIXTURES, MATERIALS, METHODS, AND WORK MUST BE IN ACCORDANCE AND COMPLIANCE WITH MOST RECENT APPROVED EDITION OF ADAAG, ANSI, IEEE, NEC, NEMA, NFPA, OSHA, TIA, CODES AND STANDARDS. IN ADDITION, ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, STANDARDS, AND ORDINANCES MUST BE FULLY MET. 2. ALL ELECTRICAL WORK IS TO BE PERFORMED, INSTALLED, TESTED, INSPECTED, AND APPROVED BY QUALIFIED AND LEGALLY LICENSED AND BONDED ELECTRICAL CONTRACTORS/PROFESSIONALS AND THEIR DIRECT REPORTS. WORKING ON ENERGIZED PARTS REQUIRES PROPER EQUIPMENT AND SHALL ONLY BE PERFORMED BY OSHA CERTIFIED EMPLOYEES. 3. ALL ELECTRICAL MATERIAL, EQUIPMENT, FIXTURES, AND DEVICES SHALL BE NEW AND ORIGINAL (UNLESS OTHERWISE NOTED), AND BE LISTED WITH THE UNDERWRITERS LABORATORIES INC., OR EQUAL, AND SHALL MEET THEIR REQUIREMENTS, AND SHALL BEAR THEIR LABEL WHEREVER STANDARDS HAVE BEEN ESTABLISHED AND LABEL SERVICE IS REGULARLY FURNISHED BY THAT AGENCY. ALL ELECTRICAL MATERIAL, EQUIPMENT, FIXTURES, AND DEVICES MUST BE INSTALLED PER THE MANUFACTURERS LISTING AGREEMENT AND IN ACCORDANCE WITH THE INTENDED PURPOSE. ANY SHOP, FIELD OR SITE MODIFICATIONS TO ELECTRICAL MATERIAL, EQUIPMENT, FIXTURES, AND DEVICES, MUST NOT INTERFERE, REMOVE, OR ALTER ITS LISTING, WARRANTY, OR SAFETY AGREEMENTS. 4. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, TEST EQUIPMENT, TRANSPORTATION AND PERFORM ALL OPERATIONS NECESSARY OR INCIDENTAL TO PROPER EXECUTION AND COMPLETION OF ALL "ELECTRICAL WORK" WHETHER SPECIFICALLY MENTIONED OR NOT. 5. ALL COMPLETED ELECTRICAL JOB(S) SHALL BE GUARANTEED BY THE ELECTRICAL CONTRACTOR FOR THE PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE BY OWNER. ANY WORKMANSHIP PERFORMED BY THE EC FOUND TO BE DEFECTIVE OR FAULTY DURING THAT PERIOD OF TIME SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION AT THE SOLE EXPENSE OF THE EC. 6. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC, RELATED TO ELECTRICAL WORK SHALL BE TURNED OVER TO THE OWNER AT JOB COMPLETION BY EC. ADDITIONALLY, ALL PRODUCT WARRANTY REGISTRATION CARDS, APPLICATIONS, AND CERTIFICATES SHALL BE COMPLETED AND FILLED OUT AND TURNED OVER TO OWNER. ALL SPARE, SURPLUS, AND RELATED ADJUSTMENT PARTS, TOOLS OR DEVICES ARE TO TURNED OVER TO OWNER. 7. GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH ONE COMPLETE SET OF ELECTRICAL "AS BUILTS" DRAWINGS AT THE COMPLETION OF THE JOB. 8. ELECTRICAL DRAWINGS ARE ESSENTIALLY REPRESENTATIVE IN NATURE, AND DIAGRAMMATIC IN STYLE, SO THAT THE EXACT SIZE AND LOCATION OF EQUIPMENT SHOWN MAY NOT BE TO SCALE, ALL DIMENSIONS AND CONDUIT/CONDUCTOR DATA SHALL BE VERIFIED IN THE FIELD. LOCATIONS AND DIMENSIONS SHALL BE PER ARCHITECTURAL DRAWINGS; ENGINEERING DOCUMENTS (IF ANY) SHALL PREVAIL IN CASE OF VARIATION IN SPECIFICATIONS. DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF GC AND OWNER BEFORE START OF WORK. FURNITURE INDICATED ON PLANS IS FOR REFERENCE ONLY. 9. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL MATERIAL, EQUIPMENT, FIXTURES, AND DEVICE LOCATIONS WITH ALL RELATED ARCHITECTURAL, MECHANICAL, AND STRUCTURAL DRAWINGS TO AVOID AND PREVENT IMPROPER INSTALLATIONS OR WASTEFUL PRACTICES. 10. OWNER, GENERAL CONTRACTOR, AND ELECTRICAL CONTRACTOR SHALL COORDINATE AND VERIFY ALL ELECTRICAL WORK REQUIRED FOR ANY OTHER SCOPE OF WORK REQUIRED FOR AUDIO, FIRE/SECURITY ALARMS; MECHANICAL SYSTEMS; TELEPHONE/DATA CABLES; LIFE SAFETY SYSTEMS; SITE/SEWERAGE WORK, UTILITY/TRENCHING REQUIREMENTS; EMERGENCY/STANDBY POWER SYSTEMS; AND THE LIKE;, WHETHER OR NOT SPECIFICALLY SHOWN ON THIS PRINT PACK, PRIOR BID. 11. TYPICAL END USER (CORD CONNECTED) ELECTRICAL EQUIPMENT, SUCH AS BUT NOT LIMITED TO, TELEPHONES, COMPUTER, OFFICE EQUIPMENT, TOOLING, OTHER CORD CONNECTED EQUIPMENT, ETC., SHALL BE PROVIDED BY OTHERS. GENERAL CONTRACTOR SHALL PROVIDE FOR COORDINATION WITH OUTSIDE VENDORS/INSTALLERS REGARDING DELIVERIES, COMMISSIONING, AND TRAINING AS DIRECTED BY OWNER. 12. COMPATIBILITY: ALL ELECTRICAL DEVICES, EQUIPMENT, WIRING, ETC. SHALL BE COMPATIBLE, EACH WITH ONE ANOTHER. 13. SHOP DRAWINGS AND SUBMITTALS SHALL BE PRODUCED WITH APPLICABLE ELECTRICAL DRAWING SHEET PER DESIGN SPECIFICATION AND ALL APPLICABLE CODES AND STANDARDS AND APPROVED CHANGES OR ADDENDUMS. 14. PANEL SCHEDULES SHALL BE COMPUTER GENERATED (TYPED) AND PLACED IN THE PANEL COVER. 15. VERIFY BREAKER, FUSE, CONDUIT AND WIRE SIZES WITH THE NAMEPLATE RATING OF EQUIPMENT BEFORE INSTALLATION. 16. ELECTRICAL DEVICE COLOR AND STYLE SHALL BE CHOSEN BY THE OWNER. VERIFY PRIOR TO ORDERING/INSTALLING. 17. PROVIDE UFER GROUND AT EACH ELECTRICAL SERVICE ENTRANCE. REFER TO ELECTRICAL DETAIL. 18. ALL MANUFACTURERS SPECIFIED IN THE DRAWINGS AND SPECIFICATIONS ARE BASIS OF DESIGN. OR EQUAL PRODUCTS ARE ALSO ALLOWED. 19. PROVIDE LOCAL DISCONNECTING MEANS AT ALL EQUIPMENT WHERE REQUIRED. 20. PROVIDE GFCI AND ARC FAULT PROTECTION PER NEC 2017. 21. PROVIDE CONTACTOR WHERE APPROPRIATE FOR EXTERIOR LOADS CONTROLLED BY A PHOTOCELL. 22. WIRE COUNTS FOR CIRCUIT CONDUCTORS ARE NOT SHOWN. PROVIDE PROPER NUMBER OF CONDUCTORS TO ACHIEVE CIRCUIT AND SWITCHING CONNECTIONS SHOWN. 23. CIRCUIT NUMBERS AT DEVICES CORRESPOND TO PANELBOARD BREAKERS (SEE PANELBOARD SCHEDULE). BRANCH CIRCUITS SHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER RATING, UNLESS INDICATED OTHERWISE ON THE EQUIPMENT SCHEDULE. 24. CIRCUIT PATH WIRING IS NOT SHOWN EXCEPT FOR SWITCHING INTENT OF FIXTURES AND CONTROL OF DEVICES. 25. FOR COMMERCIAL SPACES, EMT/MC CABLE IS REQUIRED UNLESS NOTED OTHERWISE. 26. HOMERUNS SHALL CONSIST OF 3/4" EMT AND #12 COPPER MINIMUM. ELECTRICAL MOUNTING HEIGHTS RECEPTACLE 18" SWITCH 46" THERMOSTAT 58" DATA/TEL 18" PANELBOARD 72" TOP OF ENCLOSURE FA PULL STATION 46" FA HORN STROBE 12" BELOW CEILING, IF CEILING IS 80"-96" AFF FA HORN HORN 86" OR 6" BELOW CEILING TV/AV/INTERCOM 86" EXIT SIGN 12" ABOVE DOOR TO CENTER OF FIXTURE, UNLESS CEILING MOUNTED HEIGHTS ARE TO CENTER OF BOX UNLESS OTHERWISE NOTED DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t E0.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 ELECTRICAL TITLE SHEET MIBJSJ PR O J E C T # : P r o j e c t N u m b e r INDEX OF ELECTRICAL DRAWINGS E0.00 ELECTRICAL TITLE SHEET E0.10 ELECTRICAL SITE PLAN E1.10 LEVEL 1 LIGHTING PLAN E1.20 LEVEL 2 LIGHTING PLAN E2.10 LEVEL 1 POWER AND SYSTEMS PLAN E2.20 LEVEL 2 POWER AND SYSTEMS PLAN E5.00 ELECTRICAL DIAGRAMS E7.00 ELECTRICAL DETAILS E8.00 ELECTRICAL SCHEDULES M O NTAN A No.71878PE PR O F E S S ION A L E N G INEE R LICE N S E D MIKI IKEMOTO BACKUS NEW BUILDING FF: 2930.8' EM TEXISTING 15KVA 120/240V 1Ø TRANSFORMER UTILITY METER, SERVICE DISCONNECT 200A DISCONNECT 1 2 3 4 BUILDING DMARK LOCATION SITE PLAN GENERAL NOTES * COORDINATE WITH UTILITY FOR SEPARATION OF WORK ASSOCIATED WITH SERVICE ENTRANCE FEEDER, CONDUCTORS, AND POTENTIAL TRANSFORMER UPGRADES. * ALL COMMUNICATIONS CONDUIT AND CABLES SHALL BE INSTALLED 36" (MINIMUM) BELOW FINISHED GRADE. * REFER TO CIVIL DRAWINGS FOR ADDITIONAL SITE RELATED INFORMATION. 1" = 10'-0"1 ELECTRICAL SITE PLAN KEYNOTES 1 PROVIDE NEW ELECTRICAL SERVICE FEEDER AND 3" CONDUIT FROM EXISTING 120/240V 1Ø TRANSFORMER TO NEW SERVICE ENTRANCE METER BASE. 2 ELECTRICAL METER BASE TO BE EQUIPPED WITH BYPASS PROVISIONS AS REQUIRED BY UTILITY. COORDINATE WITH UTILITY FOR MORE INFORMATION. 3 TO UTILITY PROVIDED FIBER OPTIC BOX. REFER TO CIVIL SHEETS FOR EXACT ROUTING AND ADDITIONAL INFORMATION. 4 FIBER OPTIC SHALL TERMINATE WITHIN BUILDING DMARK LOCATION. DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t E0.10 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 ELECTRICAL SITE PLAN MIBJSJ PR O J E C T # : P r o j e c t N u m b e r M O NTAN A No.71878PE PR O F E S S ION A L E N G INEE R LICE N S E D MIKI IKEMOTO BACKUS 3 D OS4 D OS2 3 OS 3 A A C C B B R.R. 104 UTILITY / MECH 103 EVIDENCE / STOR. 102 STOR. 105 SHOP 101 1 1 2 2 3 3 4 4 WP2 P1-8 WP2 P1-8 W1 WP1 P1-8 WP1 P1-8 P1 P1-4 P1-2 P1-7 1 2 E2 P1-4 E1 P1-7 L1 L1 L1 L1 L1 L1 L1E 3 3 4 P1-5 P1-12 KEYNOTES 1 LIGHTING SWITCH TO CONTROL MEZZANINE AREA LIGHTS. SEE LEVEL 2 LIGHTING PLAN FOR MORE INFORMATION. 2 LIGHTING SWITCH TO CONTROL LEVEL 2 SHOP LIGHTING. SEE LEVEL 2 LIGHTING PLAN FOR MORE INFORMATION. 3 SWITCHES SHALL BE NLIGHT WIRED ENABLED DEVICES TO COMMUNICATE WITH OCCUPANCY SENSORS AND POWER PACKS. BASIS OF DESIGN DEVICES SHALL BE: NLIGHT- NPODM-DX-WH. 4 SWITCHES SHALL BE NLIGHT WIRED ENABLED DEVICES TO COMMUNICATE WITH OCCUPANCY SENSORS AND POWER PACKS. BASIS OF DESIGN DEVICES SHALL BE: NLIGHT- NPODM-WH. 0 2'4'6' 3/8" = 1'-0"1 LEVEL 1 LIGHTING PLAN DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t E1.10 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 LEVEL 1 LIGHTING PLAN MIBJSJ PR O J E C T # : P r o j e c t N u m b e r LIGHTING GENERAL NOTES * CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY LIGHTING FIXTURES, CONTROL DEVICES, AND ACCESSORIES NEEDED TO ENSURE INSTALLED SYSTEM IS COMPLETE AND IN PROPER WORKING ORDER AS DESIGN INTENDED. * TYPICAL EMERGENCY AND EXIT LIGHTS SHALL BE WIRED TO NEAREST ROOM LIGHTING CIRCUIT AHEAD OF ANY CONTROLS OR SWITCHING. * ALL LAY-IN LIGHT FIXTURES ARE TO BE SUPPORTED INDEPENDENT OF NON-RATED GRID CEILINGS FROM THE STRUCTURE ABOVE FROM AT LEAST TWO CORNERS. ATTACH WITH GRID CLIPS OR TABS RATED FOR LAY-IN CEILINGS. * CONTRACTOR SHALL VERIFY EACH J-BOX HAS SUFFICIENT ATTACHMENT ANCHORAGE TO SUPPORT LIGHTING OR FAN WEIGHT LOADS * EXIT SIGNS SHALL BE FURNISHED WITH NUMBER OF FACES AND DIRECTIONAL ARROWS AS REQUIRED TO SUIT PLAN AND THE LOCAL AUTHORITY. * CONTRACTOR SHALL VERIFY ALL BULBS, COLORS, LENGTHS, TRIMS, CEILING TYPES, MOUNTINGS, FINISHES, ETC., WITH THE ENGINEER, PRIOR TO PLACING FINAL LIGHTING PURCHASE ORDER, INCLUDING THE INTENT OF ALL APPROVED REVISIONS OR PUBLISHED ADDENDUMS. * WIRE COUNTS FOR CIRCUIT CONDUCTORS ARE NOT SHOWN. PROVIDE PROPER NUMBER OF CONDUCTORS TO ACHIEVE CIRCUITING AND SWITCHING CONNECTIONS SHOWN. * CIRCUIT NUMBERS AT DEVICES AND FIXTURES CORRESPOND TO PANELBOARD BREAKERS (SEE PANELBOARD SCHEDULE). BRANCH CIRCUITS SHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER RATING, UNLESS INDICATED OTHERWISE ON THE ELECTRICAL EQUIPMENT SCHEDULE. M O NTAN A No.71878PE PR O F E S S ION A L E N G INEE R LICE N S E D MIKI IKEMOTO BACKUS M O NTAN A No.71878PE PR O F E S S ION A L E N G INEE R LICE N S E D MIKI IKEMOTO BACKUS OS1 OS1 OS1 A A C C B B 1 1 2 2 3 3 4 4 LB1 LB1 LB1E LB1 LB1E LB1 LB1 LB1 P1-12 L1E L1 L1 P1-5 WP1 P1-8 WP1 P1-8 +16' +16' 0 2'4'6' 3/8" = 1'-0"1 LEVEL 2 LIGHTING PLAN DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t E1.20 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 LEVEL 2 LIGHTING PLAN MIBJSJ PR O J E C T # : P r o j e c t N u m b e r LIGHTING GENERAL NOTES * CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY LIGHTING FIXTURES, CONTROL DEVICES, AND ACCESSORIES NEEDED TO ENSURE INSTALLED SYSTEM IS COMPLETE AND IN PROPER WORKING ORDER AS DESIGN INTENDED. * TYPICAL EMERGENCY AND EXIT LIGHTS SHALL BE WIRED TO NEAREST ROOM LIGHTING CIRCUIT AHEAD OF ANY CONTROLS OR SWITCHING. * ALL LAY-IN LIGHT FIXTURES ARE TO BE SUPPORTED INDEPENDENT OF NON-RATED GRID CEILINGS FROM THE STRUCTURE ABOVE FROM AT LEAST TWO CORNERS. ATTACH WITH GRID CLIPS OR TABS RATED FOR LAY-IN CEILINGS. * CONTRACTOR SHALL VERIFY EACH J-BOX HAS SUFFICIENT ATTACHMENT ANCHORAGE TO SUPPORT LIGHTING OR FAN WEIGHT LOADS * EXIT SIGNS SHALL BE FURNISHED WITH NUMBER OF FACES AND DIRECTIONAL ARROWS AS REQUIRED TO SUIT PLAN AND THE LOCAL AUTHORITY. * CONTRACTOR SHALL VERIFY ALL BULBS, COLORS, LENGTHS, TRIMS, CEILING TYPES, MOUNTINGS, FINISHES, ETC., WITH THE ENGINEER, PRIOR TO PLACING FINAL LIGHTING PURCHASE ORDER, INCLUDING THE INTENT OF ALL APPROVED REVISIONS OR PUBLISHED ADDENDUMS. * WIRE COUNTS FOR CIRCUIT CONDUCTORS ARE NOT SHOWN. PROVIDE PROPER NUMBER OF CONDUCTORS TO ACHIEVE CIRCUITING AND SWITCHING CONNECTIONS SHOWN. * CIRCUIT NUMBERS AT DEVICES AND FIXTURES CORRESPOND TO PANELBOARD BREAKERS (SEE PANELBOARD SCHEDULE). BRANCH CIRCUITS SHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER RATING, UNLESS INDICATED OTHERWISE ON THE ELECTRICAL EQUIPMENT SCHEDULE. KEYNOTES 1 LB1/LB1E FIXTURES SHOWN TO BE CONTROLLED VIA SWITCH LOCATED ON LEVEL 1. SEE LEVEL 1 PLANS FOR MORE INFORMATION. 2 L1/L1E FIXTURES SHOWN TO BE CONTROLLED VIA SWITCH LOCATED ON LEVEL 1. SEE LEVEL 1 PLANS FOR MORE INFORMATION. 1 M O NTAN A No.71878PE PR O F E S S ION A L E N G INEE R LICE N S E D MIKI IKEMOTO BACKUS 2 48" GFI 48 " GF I 48 " GF I 48" GFI 48 " GF I 48" GFI 48" GFI ACGF I GFI GFI GFI GF I J GFI T T A A C C B B R.R. 104 UTILITY / MECH 103 EVIDENCE / STOR. 102 STOR. 105 SHOP 101 P1 1 2 DHW-1 1 1 2 2 3 3 4 4 EF-4 IT/SECURITY RACK EUH-1 EUH-1 P1-22 P1-17 P1-13 P1-24 P1-8 P1-6 P1-11 P1-19 P1-27 EF-3 P1-3 P1-1 EUH-1 P1-30 120/240V, 1Ø, 3W 200A SERVICE DISCONNECT P1-9 P1-18,20 3 BUILDING DMARK LOCATION 4 5 0 2'4'6' 3/8" = 1'-0"1 LEVEL 1 POWER AND DATA PLAN KEYNOTES 1 INCOMMING ELECTRICAL SERVICE FROM UTILITY. 2 PROPOSED ELECTRICAL UTILITY METER, CT CAN, SERVICE DISCONNECT LOCATION. 3 EF-4 TO BE CONTROLLED BY OCCUPANCY SENSOR LIGHT SWITCH. SEE LIGHTING PLANS FOR MORE INFORMATION. 4 PROVIDE NECESSARY CONNECTION FROM BUILDING DMARK TO IT/SECURITY RACK LOCATION. COORDINATE WITH OWNER/I.T. FOR ALL NECESSARY EQUIPMENT CONNECTION. 5 CONTRACTOR SHALL PROVIDE SINGLE GANG J-BOX AND ALL ASSOCIATED MATERIAL FOR MOUNTING AND WATERPROOFING (EXTERIOR) FOR ALL CAMERA LOCATIONS SHOWN. COORDINATE WITH OWNER IT DEPARTMENT FOR SYSTEM REQUIREMENTS PRIOR TO PURCHASING. COORDINATE WITH EQUIPMENT MANUFACTURER FOR ALL ADDITIONAL INSTALLATION REQUIREMENTS. PROVIDE CAT6 CABLE FROM IT/SECURITY SERVER RACK TO EACH LOCATION UNLESS NOTED OTHERWISE OR SELECTED SYSTEM REQUIRES ALTERNATE MEANS OF CONNECTION. DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t E2.10 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 LEVEL 1 POWER AND SYSTEMS PLAN MIBJSJ PR O J E C T # : P r o j e c t N u m b e r POWER GENERAL NOTES * CIRCUIT NUMBERS AT DEVICES AND FIXTURES CORRESPOND TO PANELBOARD BREAKERS (SEE PANELBOARD SCHEDULE). BRANCH CIRCUITS SHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER RATING, UNLESS INDICATED OTHERWISE ON THE ELECTRICAL EQUIPMENT SCHEDULE. * RECEPTACLES RATED FOR WET LOCATIONS SHALL BE NEMA 5-20R. * PRIOR TO ROUGH-IN AND INSTALLATION, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATON AND REQUIREMENTS OF ALL ELECTRICAL ITEMS. * GROUNDING AND BONDING SHALL BE IN STRICT ACCORDANCE WITH THE NEC AND UTILITY REGULATIONS. PROVIDE COPPER EQUIPMENT GROUNDING CONDUCTOR IN ALL RACEWAYS. * RECEPTACLES ABOVE THE COUNTERTOPS WHERE INDICATED BY "AC". EXACT LOCATION SHALL BE COORDINATED WITH THE ARCHITECT. * WIRE COUNTS FOR CIRCUIT CONDUCTORS ARE NOT SHOWN. PROVIDE PROPER NUMBER OF CONDUCTORS TO ACHIEVE CIRCUITING AND SWITCHING CONNECTIONS SHOWN. M O NTAN A No.71878PE PR O F E S S ION A L E N G INEE R LICE N S E D MIKI IKEMOTO BACKUS J J CLNG CLNG CLNG A A C C B B 1 1 2 2 3 3 4 4 P1-26 P1-15 P1-31 P1-28 UH-2 P1-23 P1-16 P1-10 EF-1 UH-1 EF-2P1-12 1 0 2'4'6' 3/8" = 1'-0"1 LEVEL 2 POWER AND DATA PLAN DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t E2.20 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 LEVEL 2 POWER AND SYSTEMS PLAN MIBJSJ PR O J E C T # : P r o j e c t N u m b e r POWER GENERAL NOTES * CIRCUIT NUMBERS AT DEVICES AND FIXTURES CORRESPOND TO PANELBOARD BREAKERS (SEE PANELBOARD SCHEDULE). BRANCH CIRCUITS SHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER RATING, UNLESS INDICATED OTHERWISE ON THE ELECTRICAL EQUIPMENT SCHEDULE. * RECEPTACLES RATED FOR WET LOCATIONS SHALL BE NEMA 5-20R. * PRIOR TO ROUGH-IN AND INSTALLATION, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATON AND REQUIREMENTS OF ALL ELECTRICAL ITEMS. * GROUNDING AND BONDING SHALL BE IN STRICT ACCORDANCE WITH THE NEC AND UTILITY REGULATIONS. PROVIDE COPPER EQUIPMENT GROUNDING CONDUCTOR IN ALL RACEWAYS. * RECEPTACLES ABOVE THE COUNTERTOPS WHERE INDICATED BY "AC". EXACT LOCATION SHALL BE COORDINATED WITH THE ARCHITECT. * WIRE COUNTS FOR CIRCUIT CONDUCTORS ARE NOT SHOWN. PROVIDE PROPER NUMBER OF CONDUCTORS TO ACHIEVE CIRCUITING AND SWITCHING CONNECTIONS SHOWN. M O NTAN A No.71878PE PR O F E S S ION A L E N G INEE R LICE N S E D MIKI IKEMOTO BACKUS KEYNOTES 1 EF-2 SHALL BE CONTROLLED DURING OCCUPANCY. SEE MECHANICAL SHEETS FOR MORE INFORMATION. PROVIDE NLIGHT NPP16 POWER PACK TO TIE INTO LIGHTING CONTROLS. P1 225A 120/240V 3W, 1Ø MCB 10K AIC MSD (MAIN SERVICE DISCONNECT) 120/240V, 3W, 1Ø AVAILABLE FAULT CURRENT: 9,192 AIC AIC RATING: 10K AIC EXISTING 15KVA 120/240V 1Ø, 3W UTILITY TRANSFORMER UTILITY U.G. FEEDER UTILITY METER EQUIPPED WITH UTILITY APPROVED BYPASS PROVISIONS M 225A 2P MSD UFER GROUNDING, BUILDING STEEL, WATER PER NEC 250.52 GROUND RODS PER NEC 250.52 REFER TO ELECTRICAL SHEET 1/E7.00 FOR GROUNDING DETAIL. ALL BREAKERS SHALL BE BOLT-ON TYPE. ALL PANELS SHALL HAVE LOCKING DOORS AND ENGRAVED LABLES ALL CONDUCTORS SHALL BE COPPER. T INSTALL ELECTRICAL SERVICE AND METER PER LOCAL UTILITY POWER COMPANY REQUIREMENTS EXISTING SERVICE FEEDING ADJACENT PROPERTY BUILDING (3) #4/0 CU, (1) #4 GND, 2-1/2"C (3) #4/0 CU, (1) #4 GND, 2-1/2"C SINGLE LINE GENERAL NOTES * OVERCURRENT DEVICES OF ENTIRE DISTRIBUTION SYSTEM SHALL MEET STATED FAULT CURRENT VALUES WITH FULLY RATED EQUIPMENT. * REFER TO PANEL SCHEDULES FOR ADDITIONAL REQUIREMENTS. WHERE A DISCREPANCY EXISTS BETWEEN EQUIPMENT ON THE SINGLE LINE DIAGRAM AND THE DETAILED SCHEDULES, THE ITEM OR ARRANGEMENT WITH BETTER QUALITY, GREATER QUANTITY, OR HIGHER COST SHALL BE USED. * ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t E5.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 ELECTRICAL DIAGRAMS MIBJSJ PR O J E C T # : P r o j e c t N u m b e r N.T.S.1 ELECTRICAL SINGLE LINE DIAGRAM M O NTAN A No.71878PE PR O F E S S ION A L E N G INEE R LICE N S E D MIKI IKEMOTO BACKUS M I N 2 0 ' N GØ OUTLET BOX GROUNDING CONDUCTOR (GREEN) TAPPED HOLE IN BOX GROUND SCREW -#10 32 X 3/8" SLOTTED HEXAGON HEAD, WASHER FACE SCREW (TYP) WIRE NUT (TYP) CONDUIT NOTE: GROUNDING CONDUCTOR SHALL BE CONTINUOUS SO THAT REMOVAL OF DEVICE WILL NOT INTERFERE WITH CONDUCTOR CONTINUITY. STRIP INSULATION AND LOOP BARE CONDUCTOR AROUND PHASE SCREW WITHOUT CUTTING CONDUCTOR OR PROVIDE ADDITIONAL WIRE NUT TERMINATION EQUAL TO NEUTRAL. G N Ø RECEPTACLE GROUND LUG SCREW DETAIL KEY NOTES: 1. PROVIDE ENOUGH LENGTH TO TERMINATE DIRECTLY TO GROUND BUS. 2. INSTALL AN ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE, LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, CONSISTING OF AT LEAST 20 FT OF ZINC GALVANIZED OR OTHER ELECTRICALLY CONDUCTIVE COATED STEEL REINFORCING BARS OF NOT LESS THAN 1/2" IN DIAMETER, OR CONSISTING OF AT LEAST 20 FT OF BARE COPER CONDUCTOR NOT SMALLER THAN #4 AWG. REINFORCING BARS SHALL BE PERMITTED TO BE BONDED TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE MEANS. 3. GROUND THE INTERIOR METAL WATER PIPE WITHIN 5 FEET OF THE WATER PIPE ENTRANCE TO THE BUILDING. GROUNDING PATH CONTINUITY, OR THE BONDING CONNECTION TO INTERIOR PIPING, MUST NOT RELY ON WATER METERS OR SIMILAR EQUIPMENT (NEC 250.53(D)). 4. MINIMUM OF (2) 5/8" X 8'-0" COPPER CLAD STEEL GROUND RODS, 25 OHMS OR LESS. CLAMPS SHALL BE RATED FOR DIRECT BURIAL. 5. BOND ALL METAL RACEWAYS CONTAINING GROUNDING ELECTRODE CONDUCTORS AT BOTH END AS REQUIRED BY NEC 250.64(E). PROVIDE GROUNDING TYPE BUSHINGS AND FITTINGS. 6. BONDING JUMPERS AND COPPER GROUNDING ELECTRODE CONDUCTORS SHALL BE SIZED BASED UPON ELECTRICAL SERVICE SIZE (NEC 250.66). 7. PROVIDE COPPER BONDING JUMPER SIZED PER NEC 250.28(D) OR FACTORY PROVIDED NEUTRAL TO GROUND BAR LINK. THIS IS THE ONLY PLACE IN THE BUILDING WHERE NEUTRAL TO GROUND SHALL BE BONDED TOGETHER. CONCRETE-ENCASED ELECTRODE NEC 250.52(A)(3) BUILDING STEEL NEC 250.52(A)(2) METAL WATER PIPE NEC 250.52(A)(1) GROUND ROD NEC 250.52(A)(5) 1 5 6 4 6 3 26 6 G N 7 METER/MAIN DISCONNECT EQUIPMENT 6 6 6 DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t E7.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 ELECTRICAL DETAILS MIBJSJ PR O J E C T # : P r o j e c t N u m b e r N.T.S.2 TYP. RECEPTACLE GROUNDING DETAIL N.T.S.1 GROUNDING DETAIL M O NTAN A No.71878PE PR O F E S S ION A L E N G INEE R LICE N S E D MIKI IKEMOTO BACKUS DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: FOR PERMIT KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAW N:CHECKED: info@jackola.com jackola.com BI M 3 6 0 : / / A D 2 0 2 0 / C O K _ S e a r c h B u i l d i n g _ M E P 2 0 . r v t E8.00 4/1/2021 CI T Y O F K A L I S P E L L PO L I C E S E A R C H B U I L D I N G 1S T A V E W . KA L I S P E L L M T 5 9 9 0 1 ELECTRICAL SCHEDULES MIBJSJ PR O J E C T # : P r o j e c t N u m b e r OCCUPANCY SENSOR SCHEDULE TAG DESCRIPTION BASIS OF DESIGN POWER CONNECTION COVERAGE DELAY SENSITIVITY NOTESMANUFACTURER MODEL OS1 CEILING MOUNT DUAL TECH OCCUPANCY SENSOR NLIGHT NCM-6-RJB LOW VOLTAGE 1200 SF 20 MIN MAX PROVIDE NECESSARY NPP16 POWER PACK WITH DEVICE AS NEEDED. OS2 DUAL RELAY WALL SWITCH OCCUPANCY SENSOR NLIGHT NCM-10-RJB LOW VOLTAGE 500 SF 30 MIN MAX PROVIDE NECESSARY NPP16 POWER PACK WITH DEVICE AS NEEDED. OS3 OCCUPANCY SENSOR WALL SWITCH SENSOR SWITCH WSX 2P FAN-WH LINE VOLTAGE 20FT NA NA OS4 OCCUPANCY SENSOR WALL SWITCH SENSOR SWITCH WSX-WH LINE VOLTAGE 20FT NA NA ELECTRIC HEATER SCHEDULE TAG DESCRIPTION BASIS OF DESIGN MOUNTING WATTS VOLTAGE AMPS Ø POLE NOTESMANUFACTURER MODEL EUH-1 ELECTRIC UNIT HEATER CADET CSC101TW WALL 1100 W 120 V 9.2 A 1 1 NOTES: TOTAL EST. DEMAND:86.2 A RCPT 8700 VA 100.00% 8700 VA TOTAL CONN.:84.9 A LIGHTS 1225 VA 125.00% 1531 VA TOTAL EST. DEMAND:20681 VA HVAC 874 VA 100.00% 874 VA TOTAL CONN. LEAD:20375 VA HEAT 9576 VA 100.00% 9576 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS TOTAL AMPS:95.1 A 102.2 A TOTAL LOAD:11412 VA 12263 VA 41 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 42 39 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 40 37 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 38 35 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 36 33 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 34 31 S. GARAGE DOOR 101 20 A 1 800 VA 0 VA 1 20 A SPARE 32 29 SPARE 20 A 1 0 VA 1100 VA 1 20 A EUH-1 R.R.104 30 27 RCPT S. SHOP 101 20 A 1 540 VA 720 VA 1 20 A RCPT MEZ STORAGE 28 25 SPARE 20 A 1 0 VA 800 VA 1 20 A N. GARAGE DOOR 101 26 23 UH-2 S. SHOP 101 15 A 1 288 VA 360 VA 1 20 A RCPT S. UTILITY / MECH 103 24 21 SPARE 20 A 1 0 VA 720 VA 1 20 A RCPT EVIDENCE / STOR. 105 22 19 RCPT N. SHOP 101 20 A 1 900 VA 4500 VA 20 17 RCPT EVIDENCE / STOR. 105 20 A 1 540 VA 4500 VA 2 50 A DWH-1 UTILITY / MECH 103 18 15 MID. GARAGE DOOR 101 20 A 1 800 VA 816 VA 1 20 A EF-1 SHOP 101 16 13 RCPT R.R. 104 20 A 1 360 VA 14 11 RCPT N. UTILITY / MECH 103 20 A 1 360 VA 688 VA 1 20 A LIGHTS/EF-2 SHOP 101 12 9 RCPT I.T. RACK 103 20 A 1 1800 VA 288 VA 1 15 A UH-1 N. SHOP 101 10 7 LIGHTS EVIDENCE / STOR. 105 20 A 1 131 VA 1100 VA 1 20 A EUH-1 UTILITY / MECH 103 8 5 LIGHTS MEZZANINE 20 A 1 105 VA 1100 VA 1 20 A EUH-1 EVIDENCE / STOR. 105 6 3 EF-3 EVIDENCE / STOR. 105 20 A 1 29 VA 75 VA 1 20 A LIGHTS UTILITY / MECH 103 4 1 EF-4 R.R. 104 20 A 1 29 VA 70 VA 1 20 A LIGHTS R.R. 104 2 CKT CIRCUIT DESCRIPTION TRIP POLE A B POLE TRIP CIRCUIT DESCRIPTION CKT NOTES: ENCLOSURE:NEMA 1 MCB RATING:225A MOUNTING:SURFACE WIRES:3 MAINS RATING:225A SUPPLY FROM:UTILITY MSD PHASES:1 MAINS TYPE:MCB LOCATION:UTILITY/MECH...VOLTS:120/240 A.I.C. RATING:10,000 AIC PANEL: P1 LIGHTING FIXTURE SCHEDULE TAG DESCRIPTION BASIS OF DESIGN MOUNTING VOLT WATTS LAMP NOTESMFR CATALOG SERIES COLOR TEMP LUMENS E1 CEILING EXIT LIGHT LITHONIA LES 1 R 120/277 EL N SD CEILING/SURFACE 120 V 5 W 90 MIN BATTERY BACKUP INCLUDED. E2 EXIT/EMERGENCY COMBO LITHONIA LES 1 R 120/277 EL N SD CEILING/SURFACE 120 V 5 W 90 MIN BATTERY BACKUP INCLUDED. L1 LED WRAPAROUND FIXTURE LITHONIA BLWP4-40L-ADSM-120-EZ1-LP840 SURFACE 120 V 35 W 4000K 4099 lm L1E LED WRAPAROUND FIXTURE LITHONIA BLWP4-40L-ADSM-120-EZ1-LP880 SURFACE 120 V 35 W 4000K 4099 lm BATTERY BACKUP INCLUDED. LB1 SUSPENDED LED LOW BAY FIXTURE LITHONIA MSL-10000LM-SBL-120-GZ10-40K-80CRI-CS1W- WH SURFACE 120 V 86 W 4000K 9798 lm LB1E SUSPENDED LED LOW BAY FIXTURE LITHONIA MSL-10000LM-SBL-120-GZ10-40K-80CRI-CS1W- WH SURFACE 120 V 86 W 4000K 9798 lm BATTERY BACKUP INCLUDED. W1 LED WRAPAROUND FIXTURE LITHONIA BLWP2-40L-ADSM-120-EZ1-LP830 WALL 120 V 17 W 3000K 1200 lm WP1 LED WALL PACK LITHONIA ARC1LED-P3-40K-MVOLT-E4WH-PE-DBLXD WALL 120 V 24 W 4000K 3021 lm WP2 DECORATIVE LED WALL SCONCE LITHONIA OLLWU LED-P1-40K-MVOLT-DDB WALL 120 V 24 W 4000K 500 lm FIXTURE TO BE EQUIPPED WITH EGRESS BATTERY BACKUP. PROVIDE AND INSTALL COMPATIBLE EMERGENCY REMOTE DRIVER. BASIS OF DESIGN: BODINE BSL17 SERIES. COORDINATE WITH MANUFACTURER TO ENSURE MAKE AND MODEL NUMBER IS CURRENT AND REMAINS APPLICABLE TO APPLICATION. M O NTAN A No.71878PE PR O F E S S ION A L E N G INEE R LICE N S E D MIKI IKEMOTO BACKUS Com-Check Info: 9.4.1.1 -Automatic controls to shut off all building lighting installed: Occupancy sensors are installed in all areas. 9.4.1.2 -Indepent lighting controls installed per approved lighting plans and all manual controls are readily accessible and visible to occupants. 9.4.1.3 -Parking garage lighting is equipped with required lighting controls and daylight transition zone lighting. Not applicable. 9.4.1.4 -Primary sidelighted areas >=250 ft2 are equipped with required lighting controls. Not applicable. 9.4.1.5 -Enclosed spaces with daylight area under skylights and rooftop monitors >900 ft2 are equipped with required lighting. Not applicable. 9.4.1.6 -Separate lighting control devices for specific uses installed per approved lighting plans. Occupancy sensors, photocells, and digital controls are to be used for specific uses as shown. 9.4.1.7 -Automatic lighting controls for exterior lighting installed. Exterior lighting shall be controlled via photocell as indicated on drawings and in lighting fixture schedule Catalog #. 9.4.3 -Exterior grounds lighting over 100 W provides >60 lm/W unless on motion sensor of fixture is exempt from scope of code or from external LPD. Not exterior lighting fixtures are >60 lm/W. Code article is not applicable. 9.7 -Plans, specificiations, and/or calculations provide all information with which compliance can be determined for the exterior lighting and electrical systems and equipment and documant where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers, and control devices. Exterior Lighting: Tradable Wattage 120W Main door/Back Door -Allowed 120W WP2 LED fixture -2 fixture @ 24W = 48W Total Proposed Wattage = 48W COMPLIES WITH ENERGY REQUIREMENTS. 4.2.2,9.4.4,9.7 -Plans, specificiations, and/or calculations provide all information with which compliance can be determined for the interior lighting and electrical systems and equipment and documant where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers, and control devices. See lighting fixture schedule, occupancy sensor schedule and electrical sheets for device and fixture information. Interior Lighting: Warehouse (~1610 sq ft) Allowed Wattage -1063 L1/E LED fixture -10 fixtures @ 35W = 350W W1 LED fixture -1 fixture @ 17W = 17W LB1 LED low bay fixture -8 fixtures @ 86W = 688W Total Proposed Wattage = 1055W COMPLIES WITH ENERGY REQUIREMENTS. 8.7.1 -Furnished asbuilt drawings for electric power systems within 30 days of system acceptance. Contractor shall furnish asbuilts drawings for electric power systems within 30 days of system acceptance as required by code. 8.7.2 -Furnished O&M instructions for systems and equipment to the building owner or designated representative. Contractor shall provide programming instructions associated with digital lighting controls as required by code. 9.4.2 -Exit signs do not exceed 5 watts per face. Basis of design Exit sign is rated for 5W. Any lighting substitutions for Exit signs shall be <=5W. 9.6.2 -Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and separated from general lighting. All lighting controls are automatically controlled and are separate from general lighting.