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PLANS - 19-00780 - 500 N 2nd E - DL Evans Bank
1 INTERIOR ELEVATION DETAIL BUILDING SECTION DOOR NUMBER WINDOW NUMBER WALL TYPE COLUMN GRID REVISION ROOM NAME & NUMBER LEVEL 1 24 3 A1.01 A2.11 BUILDING ELEVATION 1 - Name Elevation A1.01 1 SIM abbreviations symbols eA general notes vicinity map code data graphics legend drawing schedule me UNITS INV JST JAN JT INSUL INT ID INSULATION INSIDE DIAMETER INVERT JANITOR JOIST JOINT INTERIOR HCW HW ICMU HORIZ HT HM GA GALV GWB FOS FTG FT HOLLOW CORE WOOD HORIZONTAL HARDWOOD INTEGRAL COLORED CONCRETE MASONRY HOLLOW METAL HEIGHT GALVANIZED FACE OF STUDS GYPSUM BOARD GAUGE FEET FOOTING EQUIP EQUIPMENT FIN FLR FOF FND FEC FD FF EXIST EXT EXP ESTR EFIS FLOOR DRAIN FOUNDATION FACE OF FINISH FACTORY FINISH FIRE EXTINGUISHER FINISH FLOOR CAB. EXPANSION EXTERIOR FINISH (NEW OR EXISTING) EXPOSED STRUCTURE & INSULATION SYSTEM EXISTING EXTERIOR EM EPLS EP EQ ELEC ELEV EJ EC DN DS E EA DIA DISP DIM DF ELECTRICAL ELEVATION ENTRANCE MAT EXPANSION JOINT EXISTING PLASTER EXPANSION JOINT EXISTING CONCRETE EQUAL DIMENSION DISPENSER DOWNSPOUT EXISTING MATERIAL DRINKING FOUNTAIN DOWN EACH DIAMETER UNO UNLESS NOTED OTHERWISE WASHABLE CEILING TILE WATER RESISTANT WELDED WIRE FABRIC VINYL WALL COVERING VINYL COMPOSITION VERIFY IN FIELD W/O WRGB WP WWF WT WATERPROOF GYPSUM BOARD WEIGHT VCT VERT VWC VIF VEST WC WCT WD W/ WH VAR W WOOD WITH WATER CLOSET WATER HEATER WITH OUT WASHER TILE VESTIBULE VERTICAL VARIES TEXTILE WALL COVERING RAIN WATER CONDUCTOR TONGUE AND GROOVE STAINLESS STEEL SMOOTH TROWELED SEMI GLOSS ENAMEL SUSPENDED GYPSUM SEALER (FLOOR) SOLID CORE WOOD SQ SQUARE STL STD SUSP SV STOR STRUCT TWC TEMP T&G TYP STC TS SS SHEET VINYL TEMPORARY TUBE STEEL TYPICAL STEEL SUSPENDED STRUCTURAL CONCRETE STORAGE STANDARD RWC SCW SGE SGWB SEAL SCHED SHT SHTG SIM SPECS RW RO RM SHEET SPECIFICATIONS SHEATHING WALL BOARD SIMILAR ROOM ROUGH OPENING SCHEDULE REDWOOD BROOM FINISH CONCRETE CMU CONCRETE MASONRY CPT DBL DEPT DT CSK CWB CT CONC CONST CORR CONT COL CO CARPET DEPARTMENT CERAMIC TILE COUNTERSINK CAPILLARY WATER DOUBLE DETAIL BARRIER CONSTRUCT CONTINUOUS CLEAN OUT CONCRETE CORRIDOR UNITS COLUMN CLG CJ CL CAB BRG BOT BTWN BSMT BLDG BFC BLKG BM CENTERLINE CONTROL JOINT CEILING CABINET BASEMENT BEARING BOTTOM BETWEEN BUILDING BEAM BLOCKING ANOD APPROX ASSOC BD ACT ALUM ADJ AB @ & # ASSOCIATED ADJUSTABLE ACOUSTIC TILE ANCHOR BOLT APPROXIMATE ANODIZED BOARD ALUMINUM CENTERLINE NUMBER OR POUND AT AND ANGLE DIAMETER NO BASE (EXPOSED WALL THERMAL RESISTANCE RUBBER WALL BASE RAIN DRAIN LEADER NOT IN CONTRACT OUTSIDE DIAMETER OR FOUNDATION) OPNG OPENING OVF PLAST POX RWB PLYWD REINF RE: RDL REQ REFRIG RD R PR REFERENCE ROOF DRAIN REFRIGERATOR REINFORCING REQUIRED PAIR EPOXY PAINT PLASTIC PLYWOOD OVERFLOW MTG MTD NIC NTS OFF NOM OC OD NM NO NB NC NA OFFICE NEW MASONRY ON CENTER NOT TO SCALE NUMBER NOMINAL MOUNTING MOUNTED NOT APPLICABLE NEW CONCRETE MASONRY OPENING LATEX SEMI GLOSS LAB LAV LSF MAT MECH MET MFR MO MISC MIN MAX LAM LE LF METAL MECHANICAL MISCELLANEOUS MANUFACTURER MINIMUM MATERIAL MAXIMUM LABORATORY LOW LUSTRE LATEX FLAX LATEX ENAMEL- LAVATORY LAMINATE fax. (208) 331-9035 tlennon@erstadarchitects.com ph. (208) 331-9031 boise, id. 83702 310 north 5th street architectural erstad ARCHITECTS not to scale OTS OPEN TO STRUCTURE PLASTIC LAMINATE MASONRY RIGID INSULATION SYMBOL WOOD FRAMING PLYWOOD WOOD BLOCKING METAL STUD CLAY MASONRY CONCRETE ACOUSTIC CEILING BATT/SOUND INSULATION GYPSUM BOARD GRAVEL BASE TILE EARTH electrical engineer tom lennon FFE FINISH FLOOR ELEVATION gregb@musgrovepa.com ph. (208) 384-0585 boise, id 83709 234 s. whisperwood way musgrove engineering greg bartholomew A 101 Room name 101 me mechanical engineer toddn@musgrovepa.com ph. (208) 384-0585 boise, id 83709 234 s. whisperwood way musgrove engineering todd nelson srg landscape architect will@stackrockgroup.com kiley@stackrockgroup.com ph. (208) 345-0500 boise, id 83702 404 s. 8th street, #154 stack rock group will howard he civil engineer clintb@horrocks.com ph. (208) 522-1223 idaho falls, id 83402 901 pier view dr. suite 205 horrocks engineering ax structural engineer lskelton@axiompllc.com krisung@axiompllc.com ph. (208) 780-4199 boise, id 83702 121 n 9th st. suite 401 axiom p.l.l.c. larry skelton connor davis connord@musgrovepa.com clint boyle kiley gardiner kai risung OCCUPANCY GROUP: B - BUSINESS PROJECT ADDRESS: NNA NORTH 2ND EAST REXBURG, IDAHO 83440 ZONING: CBC (COMMUNITY BUSINESS CENTER) #926 PARCELS: RPRXBCA0203469 BUILDING HEIGHT: (PER PROPERTY OWNER) ALLOWABLE: 22'-0" ACTUAL: 21'-11" OCCUPANT LOAD: B OCCUPANCY = 100 SF GROSS/OCCUPANT 3,972/100 = 40 OCCUPANTS PROPERTY AREA: 0.637 ACRES PARKING: H.C.: 2 STANDARD: 20 PARKING STALLS: 9'-0" X 20'-0" DRIVE AISLES: 22'-0" REQUIRED (TWO- WAY) 25'-0" PROVIDED (TWO-WAY) 17'-0" PROVIDED (ONE-WAY) CODE: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 FUEL GAS CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2017 IDAHO PLUMBING CODE 2015 INTERNATIONAL FIRE CODE 2017 NATIONAL ELECTRICAL CODE PROJECT NAME: D.L. EVANS BANK - REXBURG, IDAHO MINIMUM SETBACKS: FRONT (POWER UTILITY): 27' SIDE STREET: 0' REAR: 0' BUILDING FOOTPRINT: 3,977 SF FIRE SPRINKLERS: NO ALARM SYSTEM: NO EGRESS WIDTH: NON-SPRINKLED: 0.2 INCHES PER OCCUPANT, (SECTION 1005.1) 40 TOTAL OCCUPANTS 8 INCHES REQUIRED 36 INCHES MINIMUM PROVIDED = OK CONSTRUCTION TYPE: V-B 6. CONTRACTOR(S) SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS SET SHALL BE A PART OF THE GENERAL CONTRACTORS CLOSE-OUT PACKAGE. 5. CONTRACTOR(S) TO VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 4. CONTRACTOR(S) SHALL VERIFY THE LOCATION OF ALL UTILITIES. 3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE, AND FEDERAL CODES AND ORDINANCES. 7. PREMISES TO BE `BROOM CLEAN' AND EMPTY OF ALL LOOSE ITEMS AND DEBRIS AT ALL TIMES. 1. CONTRACTOR(S) SHALL CONSULT WITH ARCHITECT TO RESOLVE ANY CHANGES, OMISSIONS, OR PLAN DISCREPANCIES PRIOR TO BIDDING OR CONSTRUCTION. 2. CONTRACTOR(S) SHALL COORDINATE AND MANAGE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO, ARCHITECTURAL DRAWINGS AND CONSTRUCTION AGREEMENT CONTRACT. 8. DO NOT SCALE DRAWINGS. TAX CODE NUMBER: 2066 ALLOWABLE AREA: 9,000 SQ. FT. PROPOSED GROSS FLOOR AREA: 3,778 SQ. FT. = OK AFF ABOVE FINISH FLOOR LUXURY VINYL TILELVT PLAM PLASTIC LAMINATE PT PORCELAIN TILE SC SEALED CONCRETE A 1 A1.01 WALL SECTION1 A1.01 1 EQUIPMENT NUMBER DRIVE THRU CANOPY FOOTPRINT: 1,024 SF PROJECT DESCRIPTION: NEW CONSTRUCTION OF COMMERCIAL BANK BUILDING WITH (4) OFFICE SPACES, OPEN OFFICER'S DECK, TELLER LINE, VAULT, BREAKROOM, AND CONFERENCE ROOM. NEW DRIVE THROUGH WITH CANOPY AND DRIVE-UP ATM EQUIPMENT. CONSTRUCTION OF SITE TO INCLUDE NEW PARKING SPACES AND LANDSCAPE. SECTION/TOWNSHIP/RANGE: 20/6N/40E PLUMBING FIXTURES: REQUIRED PROVIDED (IBC TABLE 2902.1) WATER CLOSETS 2 3 1 PER 25 FOR FIRST 50 LAVATORIES 2 2 1 PER 40 FOR FIRST 80 SERVICE SINK 1 1 1 REQUIRED DRINKING FOUNTAIN 1 1 1 PER 100 REQUIRED OWNER: D.L. EVANS BANCORP 375 N OVERLAND AVE BURLEY, IDAHO 83318 BICYCLE PARKING: 1 RACK / 2 SPACES PROVIDED SEISMIC DESIGN CATEGORY: D PROJECT SITE N. YELLOWSTONE HIGHWAYN. 2ND EASTSOUTH FORK TETON RIVER E. 4TH NORTH erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a0.01 cover sheetnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl ck 12.20.2019 180404 permit set nna north 2nd east rexburg, idaho 83440 d.l. evans bank - rexburg architectural a1.11 site plan a1.21 site details a2.11 floor plan a2.12 perimeter framing layout plan a2.21 finish plan + schedule a2.23 equipment plan + schedule a2.31 reflected ceiling plan a2.32 reflected ceiling plan details a2.41 roof plan a2.42 roof details a2.43 roof details a3.11 elevations a3.12 elevations a3.21 interior elevations a3.22 interior elevations a3.23 millwork details a4.11 sections a4.12 sections a4.21 wall sections a4.22 wall sections a5.01 wall types a5.11 details a6.11 door + window schedules a6.12 door + window details general a0.01 cover sheet a0.02 envelope compliance structural s0.01 structural cover sheet s0.02 general notes s0.03 general notes s1.01 foundation plan s1.02 roof framing plan s5.01 concrete details s5.02 foundation details s5.21 masonry details s5.31 steel details s5.51 cold formed details s5.61 wood details s5.62 framing details s6.01 concrete and steel schedules s6.61 wood schedules mechanical m0.00 mechanical cover sheet m2.11 hvac floor plan m2.41 hvac roof plan m3.00 hvac controls m4.00 hvac details m4.01 hvac seismic details m5.00 hvac schedules plumbing p1.11 plumbing underground plan p2.11 plumbing floor plan p2.41 plumbing roof plan p4.00 plumbing details p5.00 plumbing risers & schedules electrical e0.00 electrical cover sheet e0.01 electrical energy code e1.00 electrical site plan e2.00 lighting plan e2.01 mechanical power plan e2.02 power plan e2.03 special systems plan e2.04 electrical roof plan e3.0 one-line diagram e3.1 electrical details no. desc. date civil c1.0 cover c1.1 general notes c1.2 legend c2.0 overall existing conditions & demo plan c3.0 site plan c4.0 grading plan c5.0 utility & drainage plan c6.0 erosion and sediment control plan landscape L1.00 landscape plan L1.01 landscape details L2.00 irrigation plan L2.01 irrigation details erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a0.02 envelope compliancenna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl ck 12.20.2019 180404 permit set no. desc. date STATE MAP51789520I- 8 4 93I- 8 4 I-86 I-15I-15I-15 30 342 6 9 3 20 33 7526 202 6 2 8 75 21 9355I -84 5295 959512 139595I-909595 MONTANAWYOMINGUTAH CANADA WASHINGTONOREGONBOUNDARY BONNER KOOTENAI SHOSHONE BENEWAH LATAH CLEARWATER NEZ PERCE LEWIS IDAHO ADAMS WASHINGTON VALLEY LEMHI CUSTER CLARK FREMONT BOISEGEM PAYETTE BLAINE CAMAS ELMOREADA CANYON OWYHEE BUTTE LINCOLNGOODING JEROME TWIN FALLS CASSIA MINIDOKA POWER ONEIDA BANNOCK CARIBOU FRANKLIN BEAR LAKE BINGHAM BONNEVILLE JEFFERSON MADISON TETON VICINITY MAP Know what's below. Call before you dig. R PROJECT SITE NEVADA IF-797-1601 BM # SURVEY NOTE: THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE OWNER'S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANANCE WITH SAID SURVEY. SHEET INDEX PAGE #SHEET #SHEET TITLE 1 C.1.0 COVER 2 C.1.1 GENERAL NOTES 3 C.1.2 LEGEND 4 C.2.0 OVERALL EXISTING CONDITIONS & DEMO PLAN 5 C.3.0 SITE PLAN 6 C.4.0 GRADING PLAN 7 C.5.0 UTILITY & DRAINAGE PLAN 8 C.6.0 EROSION AND SEDIMENT CONTROL PLAN SITE PLAN FOR D.L. EVANS BANK NNA NORTH 2ND EAST, REXBURG, IDAHO 83440 H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_01_COVER.dwg - C.1.0 COVER - 12/17/2019 04:40pm, cadenf 1 5 REVISIONSREV #DATEDRAWING INFODATEDESIGNEDDRAWN*SEE GENERAL NOTES SHEETWARNING012IF THIS BAR DOES NOTMEASURE 2" THENDRAWING IS NOT TO SCALEwww.horrocks.comPAGE C PROJECTCHECKEDD B A #2 3 4 901 Pier View Dr., Suite 205Idaho Falls, ID 83402(208) 522-1223PRELIMINARY NOT FOR CONSTRUCTION CITY REVIEW SETID-1174-1805LTSCJFCJF20 DEC 2019COVERD.L. EVANS BANKNNA NORTH 2ND EAST,REXBURG, IDAHO 834401 C.1.0 ENGINEER: HORROCKS ENGINEERS 901 Pier View Dr., Suite 205 Idaho Falls, ID 83402 (208) 522-1223 CONTACT: LEITH SHEETS, PE UTILITIES: POWER: ROCKY MOUNTAIN POWER GAS: INTERMOUNTAIN GAS SEWER: CITY OF REXBURG WATER: CITY OF REXBURG APPLICANT: ERSTAD ARCHITECTS 310 NORTH 5TH STREET BOISE, ID 83702 (208) 331-9031 CONTACT: TOM LENNON HWY 20W MAIN STN 5TH WR.R.E 1ST N N 2ND EN YELLOWSTONE HWYE 2ND N E 7TH N N 2ND EOWNER: DL EVANS BANK 375 N OVERLAND P.O. BOX 1188 BURLEY, ID 83318 (208) 363-8400 CONTACT: JESSICA AGUILAR BENCHMARK: BM#1 ELEV: 4871.46' N:791240.3293' E: 758958.7957' FOUND: PK & WASHER BM#2 ELEV:4870.88' N: 791402.3408' E: 758958.1883' FOUND: PK & WASHER BM#3 ELEV:4872.39' N: 791437.1284' E: 758991.4898' FOUND: 1\2" REBAR PLS 12457 BM#4 ELEV: 4872.16' N: 791437.8380' E: 759084.1026' FOUND: 1\2" REBAR PLS 12458 BM#5 ELEV:4871.83' N: 791416.6038' E: 759103.0743' FOUND: 1\2" REBAR PLS 12459 BM#6 ELEV: 4871.06' N: 791241.4558' E: 759103.7384' FOUND: 1\2" REBAR PLS 12460 04.12.19 09:26 AM | H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_02_GENERAL NOTES.dwg Know what's below. Call before you dig. R THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWING BY VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. ENGINEER'S NOTICE TO CONTRACTOR USE OF THE INFORMATION CONTAINED IN THIS INSTRUMENT FOR OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED IS FORBIDDEN UNLESS EXPRESSLY PERMITTED IN WRITING IN ADVANCE TO HORROCKS ENGINEERS, AND HORROCKS ENGINEERS SHALL HAVE NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR WRITTEN CONSENT. LEGAL NOTICE TO CONTRACTOR REVISIONS REV No.SHEET No.DATE OF REV DESCRIPTION # 1.ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. ·CITY OF REXBURG ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS. ·CITY OF IDAHO FALLS SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO ISPWC, 2018 EDITION. ·IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC, 2017). ·PROJECT GEOTECHNICAL REPORT PREPARED BY MTI , FILE NUMBER E180207G AND DATED 10-11-2018 NOTE: CONTRACTOR SHALL MAINTAIN A CURRENT COPY OF ALL PROJECT SPECIFICATIONS AND STANDARDS AT THE JOBSITE DURING CONSTRUCTION. PROJECT SPECIFICATIONS AND STANDARDS GENERAL NOTES UTILITY NOTES H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_02_GENERAL NOTES.dwg - C.0.2 GENERAL NOTES - 12/17/2019 04:40pm, cadenf 1 5 REVISIONSREV #DATEDRAWING INFODATEDESIGNEDDRAWN*SEE GENERAL NOTES SHEETWARNING012IF THIS BAR DOES NOTMEASURE 2" THENDRAWING IS NOT TO SCALEwww.horrocks.comPAGE C PROJECTCHECKEDD B A #2 3 4 901 Pier View Dr., Suite 205Idaho Falls, ID 83402(208) 522-1223PRELIMINARY NOT FOR CONSTRUCTION CITY REVIEW SETID-1174-1805LTSCJFCJF20 DEC 2019GENERAL NOTESD.L. EVANS BANKNNA NORTH 2ND EAST,REXBURG, IDAHO 834402 C.1.1 INTERMOUNTAIN GAS COMPANY 1527 HOLLIPARK DR. IDAHO FALLS, IDAHO 83401 (208) 542-6600 NATURAL GAS POWER CITY OF REXBURG PUBLIC WORKS 35 NORTH 1ST EAST REXBURG, IDAHO 83440 (208) 372-2320 WATER / SEWER ROCKY MOUNTAIN POWER 170 W 2ND N REXBURG, ID 83440 (208) 359-6155 UTILITY CONTACTS 1. THE STANDARD SPECIFICATIONS AND DRAWINGS USED FOR THIS PROJECT ARE CITY OF REXBURG ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS,CITY OF IDAHO FALLS ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS(2018). CITY OF IDAHO FALLS PUBLIC WORKS DIVISION ENGINEERING DEPARTMENT STANDARD DRAWINGS(2018), AND IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC, 2017). 2. ALL SURPLUS EXCAVATION SHALL BE REMOVED FROM SITE AS PART OF THE PROJECT AND DISPOSED OF AT AN APPROVED LOCATION. 3. ALL CONSTRUCTION OF WATER, SEWER AND STORM SHALL BE TO THE CITY OF IDAHO FALLS STANDARDS UNLESS SPECIFIED OTHERWISE BY THE CITY OF REXBURG. THE SPECIFICATIONS AND DRAWINGS ARE AVAILABLE ONLINE AT: http://www.idahofallsidaho.gov/ OR http://rexburg.org/ 4. ALL CONSTRUCTION OF STREETS LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE TO THE CITY OF REXBURG STANDARDS. 5. THE CONTRACTOR SHALL LOCATE, RETAIN, AND PROTECT ALL EXISTING UTILITIES UNLESS DESIGNATED TO BE REMOVED. 7. ALL UTILITIES ADJUSTMENT OF MANHOLES, WATER VALVES, ETC. SHALL BE ADJUSTED TO FINISH GRADE BY THE CONTRACTOR AFTER PAVING AND LANDSCAPING ARE COMPLETE. 8. CONTRACTOR IS REQUIRED TO HAVE A SWPPP IN PLACE PRIOR TO ANY EARTH WORK OR CONSTRUCTION. 9. CONTRACTOR IS REQUIRED TO MAINTAIN THE SWPPP UNTIL THE NOTICE OF TERMINATION (NOT) IS FILED. 10. ANY MODIFICATION TO THE CONSTRUCTION, TO THE CONSTRUCTION SCHEDULE, OR TO THE CONSTRUCTION PHASE LIMITS SHALL BE APPROVED BY THE CITY ENGINEER. PRIOR TO SAID APPROVAL ALL IMPROVEMENT DRAWINGS SHALL BE RE-SUBMITTED TO THE CITY ENGINEER DEPT. SHOWING THE PROPOSED CHANGES. 11. CONTRACTOR IS RESPONSIBLE TO CONTROL ALL TEMPORARY STORM WATER POLLUTION AND DUST ABATEMENT DURING THE CONSTRUCTION PHASE AS REQUIRED BY THE FEDERAL CLEAN WATER ACT. 12. ALL STORM PIPE AND SANITARY SEWER PIPE SHALL BE TO THE CITY OF REXBURG STANDARDS. 13.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 14.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 15.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 16.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED UTILITIES AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER. 17.THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, AS REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND SUCH MATERIAL WHICH IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THE FOUNDATION OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DISPOSED OF OFF SITE. 18.CONTRACTOR IS REQUIRED TO CALL DIG LINE OF IDAHO 1-800-342-1585 AT LEAST (2) BUSINESS DAYS PRIOR TO CONSTRUCTION, TO DETERMINE LOCATION OF UNDERGROUND UTILITIES. 19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL RECOMMENDATIONS WITHIN THE GEOTECHNICAL REPORT. 20.GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK AND BETWEEN TRADES. SUB-CONTRACTORS ARE ALSO RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND DISCIPLINES INCLUDED IN THE CONTRACT DOCUMENTS. IF ANY DISCREPANCIES ARE FOUND, THE GENERAL CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY BEFORE COMMENCEMENT OF WORK. NO EXTRA COSTS TO THE PROJECT WILL BE INCURRED DUE TO FAILURE OF GENERAL CONTRACTOR AND/OR SUB-CONTRACTORS TO REVIEW CONTRACT DOCUMENTS AND COORDINATE WITH OTHER TRADES. 21.ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND CITY STANDARDS. 22.THE CONTRACTOR MUST OBTAIN A PERMIT FROM THE BUILDING DEPARTMENT FOR ANY WALLS GREATER THAN 4' IN HEIGHT CONSTRUCTED WITHIN THE PROJECT. ALL ROCK WALLS CONSTRUCTED WITHIN THE PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED ENGINEER PRIOR TO THE CITY'S FINAL ACCEPTANCE. 1.THE WATER LINE CONSTRUCTION SHALL CONFORM TO REXBURG STANDARD DRAWINGS & SPECIFICATIONS AND THE DEPARTMENT OF ENVIRONMENTAL QUALITY REGULATIONS OF PUBLIC DRINKING WATER SYSTEMS AND DISINFECTION SPECIFICATIONS SHOULD BE TO ANSI/AWWA C 651-92: DISINFECTION OF WATER MAINS STANDARDS. 2.THE CONTRACTOR SHALL MAINTAIN 10' HORIZ. AND 18'' VERT. SEPARATION BETWEEN WATER AND NON-POTABLE LINES. WATER SEWER 1.ALL SANITARY SEWER PIPE SHALL BE TO THE PROJECT STANDARDS. 2.CONTRACTOR SHALL INSTALL ALL SANITARY SEWER MAINS AND SERVICE LINES PRIOR TO INSTALLING ANY WATER SYSTEM IMPROVEMENTS. ADJUST WATER LINES AS PER PLANS TO MAINTAIN SEPARATION OF MAIN LINES AND TO AVOID SANITARY SEWER SERVICE LINES. 3.THE CONTRACTOR SHALL MAINTAIN 10' HORIZ. AND 18'' VERT. SEPARATION BETWEEN WATER AND NON-POTABLE LINES. 4.ALL NEW AND EXISTING SEWER SYSTEMS WILL BE MANDREL AND AIR TESTED. 5.ALL REMOVED EXISTING SEWER OR WATER UTILITIES SHALL EITHER BE SALVAGED OR PROPERLY DISPOSED OF ACCORDING TO GOVERNING REGULATIONS. 6.SEWER LATERALS MAY EITHER BE COMPLETELY REMOVED OR ABANDONED IN PLACE. LATERALS TO BE REMOVED SHALL BE CUT AT THE MAIN AND CAPPED ON BOTH ENDS AS INDICATED IN NOTE 6 ABOVE. A.HORROCKS ENGINEERS HAS PREPARED GRADING PLANS AND SIZED DRAINAGE FACILITY SHOWN ON THIS PLAN TO CONTAIN THE RUNOFF FROM THE CITY OF REXBURG SPECIFIED DESIGN STORM EVENT FOR THE PROPOSED SITE. ONLY. B.ALL IMPORTED STRUCTURAL FILL, IF REQUIRED, SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO DELIVERY TO THE SITE C.THE GRADING AND DRAINAGE PLANS DO NOT IDENTIFY THE CONSTRUCTION METHODS, EQUIPMENT, PROCEDURES, AND OR SEQUENCING TO BE EMPLOYED BY THE CONTRACTOR. ALL GRADING OPERATIONS INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SCARIFICATION, EXCAVATION, OVER-EXCAVATION, PLACEMENT OF FILLS, AND COMPACTION OF FILLS, SHALL BE PERFORMED BY THE CONTRACTOR IN CONFORMANCE WITH THE GEOTECHNICAL REQUIREMENTS FOR THE SITE AND ONSITE FIELD OBSERVATIONS AS REQUIRED BY THE GEOTECHNICAL FIRM. D.IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY HORROCKS IMMEDIATELY IF THERE ARE ANY CONFLICTS BETWEEN THE REQUIREMENTS OF THE GRADING AND DRAINAGE PLANS AND THE REQUIREMENTS OF THE GEOTECHNICAL REPORT OR GEOTECHNICAL FIELD OBSERVATIONS. E.ALL EXCAVATION, GRADING, AND FILL OPERATIONS WITHIN THE BUILDING AREA SHOULD BE OBSERVED BY THE GEOTECHNICAL ENGINEER TO VERIFY SUBSOIL CONDITIONS AND DETERMINE ADEQUACY OF SITE PREPARATION, SUITABILITY OF FILL MATERIALS AND COMPLIANCE WITH COMPACTION REQUIREMENTS. F.THE CONTRACTOR SHALL PROVIDE SUITABLE METHODS & EQUIPMENT TO CONTROL DUST AND AIR POLLUTION CAUSED BY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL ALSO PROVIDE SUITABLE MUD AND DIRT CONTAINMENT TO MAINTAIN THE WORK SITE. ACCESS ROADWAYS AND ADJACENT PROPERTIES IN A CLEAN CONDITION. G.ALL EXCAVATION AND GRADING SHALL BE IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF IDAHO CITY CODES, UNIFORM BUILDING CODES, AND THE GEOTECHNICAL INVESTIGATION STUDY. H.THE GEOTECHNICAL ENGINEER SHALL PROVIDE A FINAL GRADING REPORT TO CONFIRM WORK HAS BEEN PERFORMED IN CONFORMANCE WITH THEIR RECOMMENDATIONS. GRADING & DRAINAGE NOTES 3/4'' W 3/4'' W 1'' W 1'' W 2'' W 2'' W 3'' W 3'' W 4'' W 4'' W 6'' W 6'' W 8'' W 8'' W WATER PROPOSEDEXISTING W W A ALGEBRAIC GRADE CHANGE ABC AGGREGATE BASE COURSE AC ASPHALTIC CEMENT OR CONCRETE BC BUILDING CORNER BCR BACK OF CURB RETURN BFE BASE FLOOD ELEVATION BFF BASEMENT FINISH FLOOR ELEVATION BLDG BUILDING BM BENCHMARK BP BEGIN POINT BV BUTTERFLY VALVE BVC BEGIN VERTICAL CURVE BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION BVP BEGIN VERTICAL PROFILE BVW BOTTOM OF VISIBLE WALL C&G CURB & GUTTER CL CENTERLINE CB CATCH BASIN CLR CLEAR CO CLEANOUT CONC CONCRETE Cu COPPER C.Y.CYCUBIC YARD DIA DIAMETER DIP DUCTILE IRON PIPE DWG DRAWING E EAST OR EASTING EA EACH EL ELEVATION EOC EDGE OF CONCRETE EOP EDGE OF PAVEMENT EP END POINT ESMT EASEMENT EVC END VERTICAL CURVE EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EVP END VERTICAL PROFILE EX EXISTING FF FINISHED FLOOR ELEVATION FE FLANGE END FG FINISHED GRADE ELEVATION FL FLOW LINE FJ FLANGE JOINT FM FORCE MAIN FPS FEET PER SECOND FT FOOT OR FEET FUT FUTURE G GAS LINE GB GRADE BREAK GFF GARAGE FINISHED FLOOR ELEVATION GV GATE VALVE HGL HYDRAULIC GRADE LINE HRZ HORIZONTAL HP HIGH POINT HWM HIGH WATER MARK ID INSIDE DIAMETER IN INCH(ES) IRR IRRIGATION (PRESSURIZED)/ NON-POTABLE K VERTICAL CURVE COEFFICIENT L LENGTH LF LINEAR FEET L/S LANDSCAPE LP LOW POINT LT LEFT MAX MAXIMUM MFR MANUFACTURER MGD MILLION GALLONS PER DAY MID MIDDLE MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT N NORTH OR NORTHING, FRICTION FACTOR N/A NOT APPLICABLE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OVHP OVERALL HIGH POINT OVLP OVERALL LOW POINT PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PH PHASE PI POINT OF INTERSECTION PL PROPERTY LINE PRC POINT OF REVERSE CURVE PT POINT OF TANGENCY PUE PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION Q RATE OF FLOW R RADIUS R/W RIGHT OF WAY REV REVISION RT RIGHT S SLOPE S/W SIDEWALK SD STORM DRAIN SDMH STORM DRAIN MANHOLE SEC SECTION SPEC SPECIFICATIONS SSMH SANITARY SEWER MANHOLE SS SANITARY SEWER S/L STREETLIGHT STA STATION STD STANDARD SVE SIGHT VISIBILITY EASEMENT TBM TEMPORARY BENCH MARK TC TOP OF CONCRETE TBC TOP BACK OF CURB TEMP TEMPORARY TA TOP OF ASPHALT TF TOP OF FOOTING TG TOP OF GRATE TRW TOP OF RETAINING WALL TW TOP OF WALL TYP TYPICAL UTC UNTREATED BASE COURSE V VELOCITY VC VERTICAL CURVE VRT VERTICAL WTR WATER W/WITH MATCHLINE STA. XX+XX.XX SEE SHEET PP-XX UNKNOWN 18'' W 18'' W 24'' W 24'' W 30'' W 30'' W 36'' W 36'' W EXISTING PROPOSED ELECTRICAL MANHOLE # PROPOSED BUILDING FINISHED FLOOR ELEVATION PARKING STALL COUNT PROPOSED TBC SPOT ELEVATION (@ PC'S, PT'S & PL PROPOSED EOP SPOT ELEVATION (@ EDGE OF 75.19 75.19 FFE: XXXX.XX ABBREVIATIONSSTANDARD SYMBOLSHATCH PATTERNS SURFACE FEATURES BUILDING / PAD CONCRETE SIDEWALK / FLATWORK POOL DECK XERISCAPE HEAVY DUTY PAVEMENT SECTION LIGHT DUTY PAVEMENT SECTION RIPRAP CALLOUTS CONSTRUCTION KEYNOTE TAGS DETAIL REFERENCE 1-1/2'' W 1-1/2'' W SCALE: X - DETAIL NAME NTS ADA ACCESS RAMP TRUNCATED DOMES GRAVEL LANDSCAPE AREAS / GRASS 35 D00 OR DEMO PLAN OR GRADING PLAN OR SITE PLAN OR WATER OR SEWER OR STORM DRAIN OR IRRIGATION OR CABLE TV OR TELEPHONE OR GAS OR MISCELLANEOUS 66 36 81 51 91 94 97 A 01 G1 G9 D99 50 65 80 90 93 96 99 Z 00 00OR POWER FO TV T E JB IR PP WWS SD W E T FO IR W G G TV T WWCO SD TP BH fo tv t jb ir pp s w e t fo ir w g g tv tb co e sd FIBER OPTIC MANHOLE TELEPHONE MANHOLE CABLE TV MANHOLE ELECTRICAL POWER POLE SIGNAL POLE ELECTRICAL BOX FIBER OPTIC BOX JUNCTION BOX TELEPHONE BOX TELEPHONE PEDESTAL CABLE TV BOX LIGHT POLE LIGHT POLE OPT 2 LIGHT POLE OPT 3 GAS MANHOLE GAS METER CLEANOUT SEWER MANHOLE IRRIGATION MANHOLE IRRIGATION BOX WATER MANHOLE WATER METER FIRE HYDRANT FIRE HYDRANT OPT 2 GATE VALVE GATE VALVE OPT 2 CROSS TEE 90° BEND 45° BEND 22.5° BEND 11.25° BEND WYE REDUCER CAP & PLUG STORM DRAIN MANHOLE AREA DRAIN ROUND AREA DRAIN SQUARE DROP INLET CURB INLET CURB INLET OPT 2 CURB INLET OPT 3 CURB DOUBLE INLET CURB DOUBLE INLET OPT 2 COMBO BOX OIL/WATER SAND/GREASE OIL/WATER SAND/GREASE OPT 2 FLARED END LARGE FLARED END SMALL SIGN BOLLARD BORE HOLE TEST PIT SD TP BH DECORATIVE BRICK / SIDEWALK / FLATWORK / LANDSCAPE AREAS 10'' W 10'' W 12'' W 12'' W 14'' W 14'' W 16'' W 16'' W 48'' W 48'' W 60'' W 60'' W 72'' W 72'' W 3/4 INCH 1 INCH 1-1/2 INCH 2 INCH 3 INCH 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 14 INCH 16 INCH 18 INCH 24 INCH 30 INCH 36 INCH 48 INCH 60 INCH 72 INCH 4'' SD 4'' SD 6'' SD 6'' SD 10'' SD 10'' SD 12'' SD 12'' SD 15'' SD 15'' SD 16'' SD 16'' SD 18'' SD 18'' SD STORM PROPOSEDEXISTING SD SDUNKNOWN 48'' SD 48'' SD 54'' SD 54'' SD 60'' SD 60'' SD 66'' SD 66'' SD 8'' SD 8'' SD 24'' SD 24'' SD 30'' SD 30'' SD 36'' SD 36'' SD 42'' SD 42'' SD 72'' SD 72'' SD 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 15 INCH 16 INCH 18 INCH 24 INCH 30 INCH 36 INCH 42 INCH 48 INCH 54 INCH 60 INCH 66 INCH 72 INCH 4'' SS 4'' SS 6'' SS 6'' SS 10'' SS 10'' SS 12'' SS 12'' SS 14'' SS 14'' SS 15'' SS 15'' SS 16'' SS 16'' SS SEWER PROPOSEDEXISTING SS SSUNKNOWN 8'' SS 8'' SS 18'' SS 18'' SS 24'' SS 24'' SS 30'' SS 30'' SS 36'' SS 36'' SS 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 15 INCH 16 INCH 18 INCH 24 INCH 30 INCH 36 INCH 14 INCH SSSERVICE LATERAL 1'' IRR 1'' IRR 2'' IRR 2'' IRR 6'' IRR 6'' IRR 8'' IRR 8'' IRR 10'' IRR 10'' IRR 12'' IRR 12'' IRR IRRIGATION PROPOSEDEXISTING IRR IRRUNKNOWN 4'' IRR 4'' IRR 1 INCH 2 INCH 4 INCH 6 INCH 8 INCH 10 INCH 12 INCH 18 INCH 24 INCH 30 INCH 36 INCH BEL BEL 2'' BEL 2'' BEL 4'' BEL 4'' BEL 6'' BEL 6'' BEL 8'' BEL 8'' BEL 10'' BEL 10'' BEL A-1/0 A-1/0 A-1/0 POWER PROPOSEDEXISTING OHP OHPOVERHEAD 3'' BEL 3'' BEL A-4/0 A-4/0 A-4/0 B-1/0 B-1/0 B-4/0 B-4/0 B-4/0 C-1/0 C-1/0 UNDERGROUND 2 INCH 3 INCH 4 INCH 6 INCH 10 INCH 1 PH A 1/0 1 PH A 4/0 1 PH B 1/0 1 PH B 4/0 1 PH C 1/0 8 INCH SERVICE LATERAL SERVICE LATERAL C-4/0 C-4/0 ABC-4/0 ABC-4/0 ABC-750 SEC SEC SL SL SL A-1/0A-1/0A-1/0 A-4/0A-4/0A-4/0 B-1/0B-1/0 B-4/0B-4/0B-4/0 C-1/0C-1/0 C-4/0C-4/0 ABC-4/0ABC-4/0 ABC-750 SECSEC SLSLSL 1 PH C 4/0 3 PH ABC 4/0 3 PH ABC 750A SECONDARY STREET LIGHT BCTV BCTV BFO BFO TEL TEL BTEL BTEL COMMUNICATIONS PROPOSEDEXISTING CTV CTVOVERHEAD CABLE TV FO FO UNDERGROUND CABLE TV OVERHEAD FIBER OPTIC UNDERGROUNG FIBER OPTIC ctv ctv OVERHEAD TELEPHONE UNDERGROUND TELEPHONE 1'' G 1'' G 2'' G 2'' G 6'' G 6'' G 8'' G 8'' G 12'' G 12'' G GAS PROPOSEDEXISTING G GUNKNOWN 4'' G 4'' G 1 INCH 2 INCH 4 INCH 6 INCH 8 INCH 12 INCH 3 INCH HPG HPGHIGH PRESSURE LD LDLAND DRAIN FILL FILL LOD LOD GB GB GB HWM HWM 1YR HWM 5YR HWM 10YR CUT CUT CUT HWM 25YR HWM 50YR HWM 100YR X X X X X CUT LINE FILL LINE LIMITS OF DISTURBANCE DITCH GRADE BREAK HIGH WATER MARK HIGH WATER MARK - 1 YEAR EVENT HIGH WATER MARK - 5 YEAR EVENT HIGH WATER MARK - 10 YEAR EVENT HIGH WATER MARK - 25 YEAR EVENT HIGH WATER MARK - 50 YEAR EVENT HIGH WATER MARK - 100 YEAR EVENT FENCE - BARBED FENCE - CHAIN LINK FENCE - DECORATIVE FENCE - WOOD WALL - BLOCK WALL - PANEL WALL - ROCK R/W RIGHT OF WAY WALL - CONCRETE CENTERLINE (ROAD/ENTITY) CURB & GUTTER PARCEL LINE PROPERTY BOUNDARY 10' PUBLIC UTILITY & DRAINAGE EASEMENT (P.U.E.) JUT TOP TOP TOP >>> MISCELLANEOUS PROPOSEDEXISTING DEMO TOE TOE UNKNOWN PIPE JOINT UTILITY TRENCH TOE OF SLOPE TOP OF SLOPE DIRECTIONAL FLOWLINE GUARDRAIL RAILROAD TRACKS EDGE OF PAVEMENT top top top toe toe PAINT STRIPE - SOLID PAINT STRIPE - DOUBLE SOLID PAINT STRIPE - BROKEN PAINT STRIPE - BIKE LANE INTERSECTION PAINT STRIPE - LANE DROP PAINT STRIPE - LANE LINE EXTENSION FUT FUT LTG LTG PED PED DET DET EXISTING/PROPOSED TRAFFIC SIGNAL - DETECTION CONDUIT PWR PWR SIG SIG TRAFFIC SIGNAL - FUTURE CONDUIT TRAFFIC SIGNAL - LIGHTING CONDUIT TRAFFIC SIGNAL - PEDESTRIAN CONDUIT TRAFFIC SIGNAL - POWER SOURCE CONDUIT TRAFFIC SIGNAL - SIGNAL CONDUIT 4000 4002 4000 4002 CONTOUR - MAJOR CONTOUR - MINOR 2'' BEL 2'' BEL 4'' BEL 4'' BEL 6'' BEL 6'' BEL 8'' BEL 8'' BEL 10'' BEL 10'' BEL 3'' BEL 3'' BEL H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_03_LEGEND.dwg - C.0.3 LEGEND - 12/17/2019 04:40pm, cadenf 1 5 REVISIONSREV #DATEDRAWING INFODATEDESIGNEDDRAWN*SEE GENERAL NOTES SHEETWARNING012IF THIS BAR DOES NOTMEASURE 2" THENDRAWING IS NOT TO SCALEwww.horrocks.comPAGE C PROJECTCHECKEDD B A #2 3 4 901 Pier View Dr., Suite 205Idaho Falls, ID 83402(208) 522-1223PRELIMINARY NOT FOR CONSTRUCTION CITY REVIEW SETID-1174-1805LTSCJFCJF20 DEC 2019LEGENDD.L. EVANS BANKNNA NORTH 2ND EAST,REXBURG, IDAHO 834403 C.1.2 s fopp e e e e tv tb w pp t e wwwwwwwwwwwwwwwwwwwwwwwwABS ID-O, LLC DEED INSTR #381561 PASCORE, INC. DEED INSTR #249975 HG PARTNERS, LLC DEED INSTR #401811 HG PARTNERS, LLC DEED INSTR #401811PACIFICORP EASEMENTDEED INSTR #244498PACIFICORP EASEMENTDEED INSTR #244498PARCEL OF LAND LOCATED IN SECTION 20, TOWNSHIP 6N, RANGE 40E, BOISE MERIDIAN, MADISON COUNTY, IDAHO PROPOSED LOT 0.636 AC 10'41.7'1.5'52.86'1.5'43.19'27'6.2'N 2ND EAST STREET / HWY 33N 2ND EAST STREET / HWY 33EX SIGNALIZED APPROACH 4872.04871.04871.04871.04872.04871.04871.04872.04873.04871.04872.04872.04872.048 7 3 . 0 4873.04872.04871.54871.04870.0 4869.0 4870.04872.54872.54872.5487 1. 5 4871.54872.54872.54870.54870.54871.54872.54872.54870.54870.5 4870.54869.5 S89°34'21"W 92.50'N4 1 ° 3 1 ' 0 1 "W 2 8 . 6 7 'N0°08'29"W174.95'S43°48'07"W 48.62'S0°13'45"E161.81'N89°32'13"E 144.94' 0 20'40' SCALE: 1" = 20' 1.CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS & ELEVATIONS PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION. 2.ALL SUBSURFACE ITEMS DESIGNATED FOR REMOVAL SHALL BE REPLACED WITH FILL MATERIAL PER PROJECT GEOTECHNICAL REPORT. SAID MATERIAL SHALL BE COMPACTED PER SPECIFICATIONS SET FORTH IN PROJECT GEOTECHNICAL REPORT BY MTI, FILE NUMBER E180207G AND DATED 10-11-2018. 3.CONTOURS ARE SHOWN AT 0.5' and 1' INTERVALS. SHEET NOTES: DEMOLITION/EXISTING KEY NOTES: EXISTING SIDEWALK (PROTECT IN PLACE) EXISTING LIGHT POLE (PROTECT IN PLACE) EXISTING POWER POLE (PROTECT IN PLACE) EXISTING SANITARY SEWER MANHOLE (PROTECT IN PLACE) EXISTING 8" SANITARY SEWER MAIN (PROTECT IN PLACE) EXISTING UNDERGROUND TELEPHONE CABLE (PROTECT IN PLACE) EXISTING UNDERGROUND ELECTRIC CABLE (PROTECT IN PLACE) EXISTING UNDERGROUND FIBER OPTIC CABLE (PROTECT IN PLACE) EXISTING UNDERGROUND TV CABLE (PROTECT IN PLACE) EXISTING OVERHEAD POWER CABLE (PROTECT IN PLACE) EXISTING CURB & GUTTER (PROTECT IN PLACE) EXISTING ASPHALT (PROTECT IN PLACE) EXISTING ASPHALT (TO BE REMOVED) EXISTING CURB & GUTTER (TO BE REMOVED) EXISTING CURB & GUTTER (TO BE REMOVED & REPLACED) EXISTING FIRE HYDRANT, WATER VALVE, WATER METER (PROTECT IN PLACE) EXISTING LANDSCAPE ISLAND & CURBING (TO BE REMOVED) EXISTING WATER MAIN (PROTECT IN PLACE) EXISTING FENCE (PROTECT IN PLACE) EXISTING TREE (TO BE REMOVED) EXISTING RETAINING WALL (PROTECT IN PLACE) SURVEY NOTE: THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE OWNER'S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANANCE WITH SAID SURVEY. BENCHMARK: BM#1 ELEV: 4871.46' N:791240.3293' E: 758958.7957' FOUND: PK & WASHER BM#2 ELEV:4870.88' N: 791402.3408' E: 758958.1883' FOUND: PK & WASHER BM#3 ELEV:4872.39' N: 791437.1284' E: 758991.4898' FOUND: 1\2" REBAR PLS 12457 BM#4 ELEV: 4872.16' N: 791437.8380' E: 759084.1026' FOUND: 1\2" REBAR PLS 12458 BM#5 ELEV:4871.83' N: 791416.6038' E: 759103.0743' FOUND: 1\2" REBAR PLS 12459 BM#6 ELEV: 4871.06' N: 791241.4558' E: 759103.7384' FOUND: 1\2" REBAR PLS 12460 D01 D02 D03 D04 D05 D06 D07 D08 D09 D10 D11 D12 D13 BM # H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_04_EXISTING.dwg - C.2.0 OVERALL EXISTING CONDITIONS & DEMO PLAN - 12/17/2019 04:41pm, cadenf 1 5 REVISIONSREV #DATEDRAWING INFODATEDESIGNEDDRAWN*SEE GENERAL NOTES SHEETWARNING012IF THIS BAR DOES NOTMEASURE 2" THENDRAWING IS NOT TO SCALEwww.horrocks.comPAGE C PROJECTCHECKEDD B A #2 3 4 901 Pier View Dr., Suite 205Idaho Falls, ID 83402(208) 522-1223PRELIMINARY NOT FOR CONSTRUCTION CITY REVIEW SETID-1174-1805LTSCJFCJF20 DEC 2019OVERALL EXISTING CONDITIONS & DEMO PLAND.L. EVANS BANKNNA NORTH 2ND EAST,REXBURG, IDAHO 834404 C.2.0HORROC K SEN G I N E E R SN D11 D02 D01 D07 D07 D07 D03 D08 D07 D09 D05 D04 D13 D06 D13 D13 432 SF 79 SF 65 SF D14 D15 D11 D11 D11 D01 D10 D14 D11 D15 D11 D14 D07 D09 D03 D16 D17 D18 D19 D16 D17 D17 D18 D18 D19 D19 D11 D11 D11 D11 D11 D11 D05 D01 D01 D02 D20 D20 D21 D21 D16 D16 BM #1 BM #6 BM #5 BM #4BM #3 BM #2 fopp e e e e tv tb fopp e e e e tv tb 16.3' 12.2'20'TYP.10' TYP. THIS ROW 100' 9' TYP. THIS ROW 71'20'TYP.26'141.9'9' TYP. 111.4'22'TYP.1.2'68.7'82.4' 10.8'18.3'16.5'3.3' 31.2' 31.2' 100'22.8'26'18.2'16.5'16.5'11.6' 11.7' 2.2'15'14.7'6.5' 11.7' 8' 9 . 3 '4.5'R 8 'R3'R8 'R10'R3' 6.5'8'6.5'6'6'6'6'6'5.5'R3'R1 0 ' 14.7'42.5'25.2'37.5'37.5'41.7'42.5'27.2' R3 'R8'4.1'12.2'21.3'5.6'5.7'1.8'10.8'6.5'9.1' 9.1'5' 4.5'6.6'6'6'7'10'52.7'43.7'91.2'17'7.8'18.2'R10'R6'37.5'26'3'3'12' 7.1' 5' 10.1' 9'56.7'76.2' 18.2' 3.7'10'16.3'16.3'R2'R2' ss7.8'41.7'10' tv tb tv tb 21'27.1'42.8' 42.3'6.4'105.4'41.2'SNOW STORAGE AREA = 1,553 SF HO R R O C K SEN G I N E E R SN 0 10'20' 1" = 10' H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_05_SITE PLAN AND DETAILS.dwg - C.3.0 SITE PLAN - 12/20/2019 12:05pm, Austin.weaver 1 5 REVISIONSREV #DATEDRAWING INFODATEDESIGNEDDRAWN*SEE GENERAL NOTES SHEETWARNING012IF THIS BAR DOES NOTMEASURE 2" THENDRAWING IS NOT TO SCALEwww.horrocks.comPAGE C PROJECTCHECKEDD B A #2 3 4 901 Pier View Dr., Suite 205Idaho Falls, ID 83402(208) 522-1223PRELIMINARY NOT FOR CONSTRUCTION CITY REVIEW SETID-1174-1805LTSCJFCJF20 DEC 2019SITE PLAND.L. EVANS BANKNNA NORTH 2ND EAST,REXBURG, IDAHO 834405 C.3.0 CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG STANDARDS ADA ACCESSIBLE PARKING STALL, DIMENSIONS PER PLAN UNLESS OTHERWISE NOTED ADA HANDICAP SIGN SEE DETAIL 3 THIS SHEET. SIGNS TO BE PLACED ON BUILDING OR MOUNTED ON STAIR POSTS WHERE AVAILABLE TRASH ENCLOSURE SEE ARCHITECTURAL PLANS FOR DETAILS 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 1 THIS SHEET 4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709, SD-714, SD-714A & SD-714B LANDSCAPED AREA, SEE LANDSCAPE PLAN MODERATE DUTY ASPHALT, SEE TABLE THIS SHEET ALL STRIPING PER MUTCD STANDARDS MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR DETAILS STAMPED CONCRETE PATHWAY SEE ARCHITECTURAL PLANS FOR DETAILS SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA) SEE DETAIL 4 THIS SHEET SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND ELECTRICAL PLANS FOR DETAILS) SIGNS SHOWN IN APPROXIMATE LOCATION (SIGNS N.I.C) INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT SECTION SUMMARY THIS SHEET ELECTRICAL TRANSFORMER PAD. SEE ELECTRICAL PLANS FOR DETAILS CONCRETE PAD FOR BENCHES. BENCHES PER ARCHITECTURAL PLANS INSTALL "DO NOT ENTER" SIGN PER MUTCD STANDARDS INSTALL CURB TAPER PER ISPWC SD-707 (LENGTH PER PLANS) CONCRETE WHEEL STOPS LOCATED 18" MIN. FROM HEAD OF STALL PER REXBURG STANDARDS SITE PLAN KEY NOTES: LANDSCAPING TABLE *OVERALL SITE LANDSCAPING SITE AREA = 27,732 SF TOTAL LANDSCAPING = 6,596 SF (23.8% OF SITE) TOTAL HARDSCAPE = 18,907 SF (68.2% OF SITE) TOTAL SNOW REMOVAL AREA = 14,930 SF (53.8% OF SITE) TOTAL SNOW STORAGE = 1,553 SF (10.4% OF PLOW-ABLE HARDSCAPE ) PARKING COUNT LOCATION MINIMUM REQUIRED PROVIDED CITY REQUIRED ONSITE PARKING 12 23 ALBERTSON'S REQUIRED ONSITE PARKING 22 23 TOTAL 22 STALLS 23 STALLS *MINIMUM BUSINESS/FINANCE USE REQUIRED PARKING CALCULATION= (3 STALLS PER 1,000 GROSS SQ FT) = (3,977 SQ FT / 1000) * 3 = 11.93 STALLS *MINIMUM BUSINESS/FINANCE USE REQUIRED PARKING PER ALBERTSONS = (5.5 STALLS PER 1,000 GROSS SQ FT) = (3,944 SQ FT / 1000) * 5.5 = 21.69 STALLS - MATERIAL SPECIFICATIONS: ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF THE ISPWC, SECTION 59 CLASS III PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. AGGREGATE BASE:MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED AGGREGATE MATERIALS STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS DETAILED IN THE THE STRUCTURE FILL SECTION OF THE GEOTECHINCAL REPORT (PREPARED BY MTI DATED 10-11-2018) EXCEPT THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 2 3 THE COMPONENT THICKNESS. GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER ISPWC SECTION 501, TABLE 1. - IT WILL BE REQUIRED FOR MTI PERSONNEL TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION RIGID PAVEMENT SECTION: THE AASHTO PAVEMENT DESIGN METHOD WAS USED TO DEVELOP THE FOLLOWING RIGID CONCRETE PAVEMENT SECTION. CONCRETE PAVEMENT SHALL BE BATCHED AND CONSTRUCTED IN ACCORDANCE WITH THE MOST CURRENT AMERICAN CONCRETE INSTITUTE STANDARDS AND IN ACCORDANCE WITH IDAHO TRANSPORTATION DEPARTMENT STANDARD DRAWINGS C-1-A AND C-1-B. NATIVE SUBGRADE SOILS ON THE SITE ARE FROST SUSCEPTIBLE, AND THEREFORE, REQUIRE JOINTS SEALERS OR UNDER-DRAINS. MATERIAL SPECIFICATIONS: PORTLAND CEMENT CONCRETE:4,000 PSI CONCRETE WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI GENERALLY COMPLYING WITH ITD REQUIREMENT FOR URBAN CONCRETE. CRUSHED AGGREGATE BASE:MATERIAL COMPLYING WITH ITD STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION SECTION 303 AND 703 FOR AGGREGATES. STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS DETAILED IN THE THE STRUCTURE FILL SECTION OF THE ORIGINAL GEOTECHINCAL REPORT (PREPARED BY MTI DATED 10-11-2018) EXCEPT THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 2 3 THE COMPONENT THICKNESS. GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER TABLE 1, ISPWC. - IT WILL BE REQUIRED FOR MTI PERSONNEL TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION PCCP PAVEMENT SECTION SUMMARY PORTLAND CEMENT CONCRETE PAVEMENT 6.0 INCHES CRUSHED AGGREGATE BASE 6.0 INCHES STRUCTURAL SUBBASE NOT REQUIRED COMPACTED SUBGRADE SEE PAVEMENT SUBGRADE PREPARATION SECTION NOTES: RECOMMENDATIONS PER GEOTECHNICAL REPORT PREPARED BY MTI, FILE NUMBER E180207G AND DATED 10-11-2018 PC BUILDING ANALYSIS BUILDING BUILDING AREA TOTAL 3,977 SF MAX BUILDING HEIGHT 22'-0" BUILDING TYPE (VB) *V-B (NO FIRE SPRINKLERS)* NOTES: * BUILDING TYPE TO BE VERIFIED WITH ARCHITECTURAL PLANS, ARCHITECTURAL PLANS TO SUPERCEDE.2.9'7 10 6 3/4" GRAVEL ROAD BASE FIN. GRADE (W/ LIP FLAT) CONC. CURB & GUTTER 3/4'' GRAVEL ROAD BASE ASPHALT PAVEMENT 1.0'0.5'0.5'2''± 4'' 1.5' 0.5' FLAT PAN CURB & GUTTER1 C.3.0 1' 5 5 5 5 5 5 5 5 5 5 5 PC PROPOSED BUILDINGN 2ND E STN 2ND E STTYPICAL HANDICAP SIGN DETAIL NTSC.3.0 3 CAP TOP OF POST 3/5"X3 1/2" CADMIUM PLATED HEX HEAD BOLT WITH FLAT LOCK WASHER AND NUT 6'-0"3"15"6"12" BLUE BACKGROUND W/ WHITE SYMBOL AND LETTERING PROVIDE SIGN THAT IDENTIFIES ALL VAN ACCESSIBLE STALLS. REFER TO PLAN FOR LOCATIONS NOTE: TOP OF POST TO BE CUT 1/2" BELOW TOP OF SIGN FLEXIBLE PAVEMENT SECTION SUMMARY CLASSIFICATION MODERATE DUTY ASPHALTIC CONCRETE 3.0" CRUSHED AGGREGATE BASE 4.0" STRUCTURAL SUBBASE 12.0" SUBGRADE PREPARATION (MAX LIFT PER GEOTECHNICAL REPORT) SEE PAVEMENT SUBGRADE PREPARATION SECTION NOTES: FLEXIBLE PAVEMENT SPECIFICATIONS ARE PER GEOTECHNICAL REPORT PREPARED BY MTI, FILE NUMBER E180207G AND DATED 10-11-2018 MD 13 13 13 13 18 18 19 SEWER TIE-IN PAVEMENT PATCH 1" = 10'C.3.0 2 SEE DETAIL 2 THIS SHEET 13 13 13 13 5 7 7 7 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 7 7 7 7 7 7 7 7 7 15 9 9 9 9 8 8 8 8 8 2 2 16 1 6 3 3 6 6 10 17 14 14 6 11 4 6 17 SNOW STORAGE AREA 5 INSTALL TRUNCATED DOMES INSTALL TRUNCATED DOMES 18 18 12 12 SNOW STORAGE AREA DETAIL 1" = 10'C.3.0 4 5 fopp e e e e tv tb SDSDSDSDSD SSSS48 7 1 . 0 4871.0 4872.04872.0 48 7 2 . 5 4873.0 4871.5 4871.04871.54871.04871.54871.54 8 7 1 . 0 4871. 0 4871.5 487 1 . 5 4871. 0 4 8 7 1 . 04871.048 7 0 . 5 4871.54872.0487 3 . 0 4872. 5 4 8 7 2 . 0 48 7 1 . 54871.0 4871. 5 4871487148724 8 7 348714871 487248714872487248714871GRADEBREAKGRADEBREAKGRADEBREAKGRADE BREAKGRADEBREAK GRADE BREAK GRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAKPROPOSED BUILDING 1.0% 1.7% 2.0%2.0%2.1%2.5%2.2%2.3%2.3%2.3%2.3%2.2%2.2%1.8%1.9%1.6%1.5%1.4%1.5% 1.9%1.6%2.6%1.5%1.5%1.5%3.8% 3.6%2.7%1.5% 1.9% 1.7% 2.3% 2.5% 2.2%4.4%2.2%1.0% 1.8% 1.4%1.8%1.5%1.5%1.7%1.7%1.4%1.9%1.5%1.9%1.8%2.5%1.5%2.3%2.1%2.8% 4.6% 3.7%1.9% 1 . 5%1.7%1.3% 8.0% 6.8%1.4%1.8%1.7%1.6%1.4%1.3%1 . 5% 1 . 7% 1.5% 1.6%1.5%1.3%1.1%1.2%1.5%4.0%1.5% 1.5% 1.6% 1.6% 1.7%1.7% 1.8% 1.7 % 1. 8 % 2. 0 %0.6%3.2%5.0%2.0%3.7%1.7% 2.3% 2.1%1.6%1.2%3.4%6.2%1.4% 1.6% 1.8% 4.9 % 5. 1 %1.2%1.7%3.1%3.4%1.6% 2.6 % 0.9%1.1%4.2%6.2%10.0%8.5%6.9%1.8%2. 3 % 0.5% 6.2% 5.7% 5.8% 5.0% 1.2%1.1% 1.2% 10.2% 14.1% 17.0%19.7%27.4%30.9%26.7%20.5%14.4%9.3%2.3% 0.0%0.0% 0.9%0.4%1.0%1.8%1.2%1.6%5.0%2.5%0.3%2.0%1.2%0.8%0.1%2.0%2.5%0.0% 0.0%2.7%2.0%1.4%0.1%1.0%0.4%0.6%0.6%0.5%0.5%0.5%1.7% 0.0%1.4%0.0%2.5%1.4%1.7%2.2%1.2%1 . 2%1.2%2.5%FFE: 4871.80 GRADE BREAK GRADE BREAK GRADE BREAK TBC: 4871.74 MATCH EXISTING TBC: 4871.63 MATCH EXISTING TBC: 4871.57 MATCH EXISTING TBC: 4871.56 MATCH EXISTING TBC: 4871.54 MATCH EXISTING TBC: 4871.53 MATCH EXISTING TBC: 4871.61 MATCH EXISTING TBC: 4871.61 MATCH EXISTING TBC: 4871.21 MATCH EXISTING TOA: 4871.25 MATCH EXISTING TOA: 4871.14 MATCH EXISTING TOA: 4871.03 MATCH EXISTING TOA: 4870.96 MATCH EXISTING TOA:4871.09 TOA:4871.23 TOA:4871.54TOA:4871.49TOA:4870.98 TOA:4870.77 TOA:4870.86 TOA:4871.05 TOA:4871.14 TOA:4871.32 TOA:4871.40 TOA:4870.85 TOA:4870.62 TOA:4870.39 TOG:4870.30 TOA:4870.75 TOA:4871.00 TOA:4870.94 TOA:4870.93 TOA:4871.05 TOA:4871.14 TOA:4871.16 TOA:4870.89 TOG:4870.36 TOA:4870.36 TOA:4870.72 TOA:4870.97 TOA:4871.01 TOA:4871.03 TOA:4871.07 TOA:4871.11 TOA:4871.15 TOA:4871.17 TOA:4870.84 TOG:4870.45 TOA:4870.49 TOA:4870.54 TOA:4870.65 TOA:4870.97 TOC: 4870.55 TOC: 4871.30TOC: 4871.30 TOC: 4870.55 TOC: 4871.02 TOC: 4871.11 TOC: 4871.11 TOC: 4871.02 TOC: 4870.66 TOC: 4871.39TOC: 4871.39 TOC: 4871.48 TOC: 4871.49 TOC: 4871.05 TOC: 4871.07 TOC: 4871.68 TOC: 4871.43 TOC: 4871.72 TOC: 4871.21TOC: 4871.16 TOC: 4871.60TOC: 4871.60 TOC: 4871.54 TOC: 4871.45 TOC: 4871.65 TOC: 4871.80 TOC: 4871.68 TOC: 4871.80 TOC: 4871.30 TOC: 4871.73 TOC: 4871.80 TOC: 4871.63 TOC: 4871.65TOC: 4871.80 TOC: 4871.80 TOC: 4871.65 TBC: 4871.48 TBC: 4871.99 TBC: 4872.04 TBC: 4871.73 TBC: 4871.59 TBC: 4871.27 TBC: 4871.36 TBC: 4871.55 TBC: 4871.64 TBC: 4871.82 TBC DEP: 4871.42 TBC DEP: 4871.51 TBC: 4871.90 TBC: 4871.54 TBC: 4871.35 TBC: 4871.12 TBC: 4870.89 TBC: 4870.80 TBC: 4871.05 TBC: 4871.16 TBC: 4871.05 TBC: 4870.99 TBC: 4871.25 TBC: 4871.50 TBC: 4871.44TBC: 4871.80TBC: 4871.80 TBC: 4871.43 TBC: 4871.55 TBC: 4871.64 TBC: 4871.66 TBC DEP: 4871.51 TBC DEP: 4871.42 TBC: 4871.39 TBC: 4870.86 TBC: 4870.86 TBC: 4871.22 TBC: 4871.47 TBC: 4871.65 TBC DEP: 4871.14TBC DEP: 4871.09 TBC: 4871.53TBC: 4871.51 TBC: 4871.34 TBC: 4870.95 TBC: 4871.04 TBC: 4870.99 TOG:4870.49 FFE: 4871.80 FFE: 4871.80 FFE: 4871.80 FFE: 4871.80FFE: 4871.80 FFE: 4871.80 FFE: 4871.80FFE: 4871.80 FFE: 4871.80 FFE: 4871.80 FFE: 4871.80 FG: 4871.80 FG: 4871.59 TOC: 4871.61 TOC: 4871.61 TOC: 4871.61 TOC: 4871.61 TOC: 4871.02TOC: 4871.02 TBC: 4871.72TBC: 4871.60 TOA:4871.04 PIER: 4871.80 PIER: 4871.80 PIER: 4871.80 HO R R O C K SEN G I N E E R SN 0 10'20' SCALE: 1" = 10' H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_06_GRADING PLAN.dwg - C.4.0 GRADING PLAN - 12/17/2019 04:41pm, cadenf 1 5 REVISIONSREV #DATEDRAWING INFODATEDESIGNEDDRAWN*SEE GENERAL NOTES SHEETWARNING012IF THIS BAR DOES NOTMEASURE 2" THENDRAWING IS NOT TO SCALEwww.horrocks.comPAGE C PROJECTCHECKEDD B A #2 3 4 901 Pier View Dr., Suite 205Idaho Falls, ID 83402(208) 522-1223PRELIMINARY NOT FOR CONSTRUCTION CITY REVIEW SETID-1174-1805LTSCJFCJF20 DEC 2019GRADING PLAND.L. EVANS BANKNNA NORTH 2ND EAST,REXBURG, IDAHO 834406 C.4.0 SHEET NOTE: 1. CONTOURS SHOWN AT 0.5' AND 1.0' INTERVALS 2. SEE SHEET C.5.0 FOR DRAINAGE DETAILSN 2ND E ST s fopp e e e e tv tb w e wwwwwwwwwwwwwwwTOA:4871.23 TOA:4870.87 TOA:4871.42 TOA:4870.90 4871 . 0 487 1. 0 4871.04 8 7 1 . 0 4871.0 4 8 7 1 . 0 48 7 1 . 0 4872.0 4871.0 4 8 7 1 . 0 4 8 7 1 . 0 48 7 3 . 04872.04 8 7 1 . 0 4870. 5 4871.5 4 8 7 0 . 5 4872.5 4873.0 4871.5 4871.54871.54871.54871.54871.54872.5 4871.5 48 7 1 . 0 4872487148714872487248724871487148734873SDSDSDSDwwwwwwwwwwwwwwwSSW 38LF OF 6" S.D. @ 2.31%36LF OF 12" S.D. @ 0.25%85LF OF 12" S.D. @ 0.25%31LF OF 12" S.D. @ 0.25% 63LF OF 12" S.D. @ 0.25%34LF OF 12" S.D. @ 0.24% 17LF OF 6" S.D. @ 1.24% 76LF OF 12" S.D. @ 1.03% 34LF OF 12" S.D. @ 0.89% 18LF OF 24" S.D. @ 0.00% 24LF OF 6" S.D. @ 0.98%43LF OF 4" S.S. @ 5.09%16LF OF 4" S.S. @ 2.00% 21LF OF 4" S.S. @ 2.00% 12LF OF 4" S.S. @ 2.00% SD TEE-A INV IN: 4867.06 12" (S) INV IN: 4867.06 6" (E) INV OUT: 4867.06 12" (N) SD INLET-C RIM: 4870.30 INV IN: 4867.25 12" (E) INV OUT: 4867.15 12" (N) SD JUNCTION-A RIM: 4871.04 INV IN: 4866.85 12" (S) INV OUT: 4866.75 12" (E) SD RD-2 INV OUT: 4867.94 6" (W) SD INLET-D RIM: 4870.49 INV OUT: 4867.49 12" (W) SD TEE-B INV IN: 4867.41 12" (E) INV IN: 4867.41 6" (N) INV OUT: 4867.41 12" (W) SD RD-3 INV OUT: 4867.62 6" (S) SD INLET-A RIM: 4870.36 INV IN: 4866.67 12" (E) INV IN: 4866.67 12" (W) INV OUT: 4866.57 12" (N) SD S&G-A RIM: 4871.00 INV IN: 4866.27 12" (S) INV OUT: 4865.87 24" (E) SD INLET-B RIM: 4870.45 INV IN: 4867.95 6" (S) INV OUT: 4867.45 12" (W) SD RD-1 INV OUT: 4868.19 6" (N) SS CO - 1 RIM: 4863.31 INV IN: 4862.94 4" (NE) SS PLUG-1 INV OUT: 4865.13 4" (S) FFE 4871.80 PROPOSED BUILDING 52'25'61LF OF 4" S.S. @ 2.00% WATER KEYNOTES EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY EXACT DEPTH AND LOCATION AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES CONNECT 2" SERVICE LINE TO EXISTING 8" WATER MAIN PER ISPWC SD-402. COORD WITH CITY OF REXBURG AND ITD FOR BORING AND CONNECTION TO EXISTING MAIN LINE INSTALL CAP AND MARKER, SEE PLUMBING PLANS FOR CONTINUATION INSTALL 2" PIPE, LENGTH PER PLANS, MUST MAINTAIN 6' COVER POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION INSTALL 2" CURB STOP 26 27 28 29 30 31 STORM DRAIN KEYNOTES INSTALL STORM DRAIN CATCH BASIN PER 2010 I.F. STD 700-9 INSTALL STORM DRAIN PIPE, SIZE AND LENGTH PER PLAN INSTALL 12" X 6" TEE INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION INSTALL 30" STORM DRAIN STRUCTURE WITH SOLID CIRCULAR LID INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 1 & 1A THIS SHEET INSTALL 6" C/O WITH TRAFFIC RATED LID INSTALL 1500 GAL SAND & GREASE TRAP PER ISPWC SD-624 INSTALL MONITORING WELL WITH TRAFFIC RATED LID PER ISPWC SD-627. 51 52 53 54 55 56 57 58 59 GENERAL NOTES: 1.ALL RIMS, VALVE LIDS SHALL BE SET FLUSH TO FINISH SURFACES 2.CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT EXISTING SANITARY SEWER DURING CONSTRUCTION. 3.STORM DRAIN PIPE TO BE SDR 35 FOR 6" PIPE, AND SANITITE HP OR APPROVED EQUAL FOR PIPES 12" AND LARGER, USE OTHER PIPE TYPES WHERE SPECIFIED. MISCELLANEOUS KEYNOTES LOCATION OF PROPOSED TRANSFORMERS SEE ELECTRICAL PLANS FOR DETAILS PROPOSED LIGHT POLES, SEE ELECTRICAL PLANS FOR DETAILS A B HO R R O C K SEN G I N E E R SN 0 20'40' SCALE: 1" = 20' SEWER KEYNOTES TIE INTO EXISTING SEWER MAIN. CONTRACTOR TO FIELD VERIFY EXACT DEPTH AND LOCATION OF EXISTING SEWER LINE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES AT CONNECTION POINT PER REXBURG STANDARDS. INSTALL 4" PVC SDR-35 SEWER LINE, SLOPE AND LENGTH PER PLANS INSTALL TRAFFIC RATED SEWER CLEANOUT PER ISPWC SD-506 BRING SEWER PIPE UP TO SERVICE LINE GRADE WITH (2) 45 DEGREE FITTINGS PER ISPWC SD-511 NOT USED INSTALL PLUG & MARKER, SEE ARCHITECTURAL PLANS FOR CONTINUATION 71 72 73 74 75 76 H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_07_UTILITY PLAN AND DETAILS.dwg - C.5.0 UTILITY PLAN - 12/17/2019 04:42pm, cadenf 1 5 REVISIONSREV #DATEDRAWING INFODATEDESIGNEDDRAWN*SEE GENERAL NOTES SHEETWARNING012IF THIS BAR DOES NOTMEASURE 2" THENDRAWING IS NOT TO SCALEwww.horrocks.comPAGE C PROJECTCHECKEDD B A #2 3 4 901 Pier View Dr., Suite 205Idaho Falls, ID 83402(208) 522-1223PRELIMINARY NOT FOR CONSTRUCTION CITY REVIEW SETID-1174-1805LTSCJFCJF20 DEC 2019UTILITY & DRAINAGE PLAND.L. EVANS BANKNNA NORTH 2ND EAST,REXBURG, IDAHO 834407 C.5.0 56 57 7174 72 26 27 28 116 LF 2" WATER SERVICE 118 LF 2" WATER SERVICE & BORE SLEEVE (COORD WITH ITD & CITY OF REXBURG ON BORING SIZE, LOCATION, DEPTH, AND LENGTH) VERIFY EXACT LOCATION & SIZE OF WATER MAIN 30 N 2ND EAST ST / HWY 3314 LF 2" WATER SERVICE B B B B A N 2ND EAST ST / HWY 33737373 76 5151 51 51 52 52 52 52 52 52 52 52 73 53 53 54 54 54 55 58 29 29 12" MIN. SIZE PER TABLE 12" MIN. ADS N-12 PERFORATED INFILTRATION PIPE, SIZE PER TABLE(OR EQUIVALENT) NOTES: 1)STORMWATER DISTRIBUTION PIPES TO BE PERFORATED ADS N-12 INFILTRATION PIPE, SIZE PER TABLE(OR EQUIVALENT) 2)ALL WASHED STONE IN INFILTRATION TRENCH TO BE GRANITE. LIMESTONE BASED GRAVEL WILL NOT BE ACCEPTED. MATERIAL TO BE APPROVED BY GEOTECH 3)INFILTRATION TRENCH TO BE LINED IN FILTER FABRIC - TOP AND SIDES. 4)INFILTRATION STONE TO BE 3/4" TO 2" GRANITE, OR APPROVED EQUAL, FREE FROM SLATE, SHALE, CLAY & SILT UNDISTURBED MATERIAL 95% COMPACTED FILL (D) 5' (TYP) MIN. 1' OF ASTM C33 FILTER SAND 3/4" TO 2" WASHED, GRANITE STONE PAVEMENT 5' MIN (TYP) 1' MIN (TYP) TYPICAL SECTION A 5' (TYP) FILTER FABRIC TO BE PLACED AROUND TOP, AND SIDES OF INFILTRATION CHAMBER. FABRIC TO BE AMOCO 4545 NON-WOVEN OR EQUIVALENT LAYER OF CLEAN, WASHED SAND TO BE INSTALLED BELOW FILTER FABRIC 1.GROUND WATER IS NOT FOUND WITHIN 10' OF THE SURFACE BASED ON THE PROJECT GEOTECHNICAL REPORT DATED 02/14/2019. IF GROUNDWATER IS ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR REDESIGN OF SEEPAGE TRENCHES TO PROVIDE 3' MINIMUM CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THE TRENCH. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. 2.WHEN ROCK IS ENCOUNTERED, CONTRACTOR SHALL HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION TEST IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR SHALL BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO OCCUR, OR REDESIGN OF THE SYSTEM TO ACHIEVE REQUIRED CRITERIA. IN SUCH AREAS THE FINE AGGREGATE LAYER MAY BE REDUCED TO 1.5' 3.THE TRENCH SHALL BE EXTENDED INTO ANY POORLY GRADED GRAVEL LAYER A MINIMUM OF 1.5'. BACKFILL WITH A LOW FINE PIT RUN MATERIAL IS ACCEPTABLE BETWEEN THE BOTTOM OF THE TRENCH AND THE FINE AGGREGATE LAYER IF AVAILABLE. 4.SAND SHALL MEET THE REQUIREMENTS OF ISPWC SECTION 800, ASTM C33, OR ITD SPECIFICATION 703.02. WRAP TRENCHES TOP AND SIDES WITH AMOCO 4545 OR EQUIVALENT END CAP 2' MIN. COVER OVER CRUSHED GRAVEL IN PAVED AREAS SLOPE=0%(D ) 1'2' MIN. TO THE TOP OF PIPE ROADWAY SURFACING UNDISTURBED MATERIAL TO DISTRIBUTION HEADER EXCAVATE TO FREE DRAINING SAND AND GRAVEL PER PROJECT GEOTECHNICAL REPORT. CONSULT GEOTECHNICAL ENGINEER (TYP) (BOTTOM OF SAND AS SHOWN SHALL BE THE MINIMUM EXCAVATION)TYPICAL SECTION B ELEV:(A ) INFILTRATION TABLE INFILTRATION TRENCH DRAINAGE AREA (FT²) DESIGNED STORM (YEAR(S)) DESIGNED STORM VOLUME (FT³) VOLUME PROVIDED (FT³) (L) LENGTH (FEET) (W) WIDTH (FEET) (D) DEPTH (FEET) ELEVATION PERFORATED PIPE SIZEABC -27,732 25 3,850 4,099 52'25.0'8'4865.87 4868.87 4860.87 24" NOTE: POROSITY OF ROCK IS 30% PER CITY STANDARD 3/4" TO 2"WASHED GRANITE STONE THROAT WIDTH RING AND GRATE ELEVATION INVERT IN (FROM INLETS) OUTLET BAFFLE WALL ELEVATION INLET BAFFLE WALL ELEVATION SAND & GREASE TRAP SPECIFICATIONS SIZE (GALLONS)NAME RING & GRATE ELEVATION INVERT IN ELEVATION INLET BAFFLE WALL ELEVATION THROAT WIDTH (INCHES) OUTLET BAFFLE WALL ELEVATION INVERT OUT ELEVATION 1500 S&G INTERCEPTOR A (STORM) 4871.00 4866.27 4865.67 11 4866.17 4865.87 SAND & GREASE TRAP NOTES: 1.REFER TO SITE GEOTECH REPORT, PREPARED BY MTI & DATED 02/14/2019, FOR INFILTRATION FACILITY DESIGN. 2.SEE THE GRADING PLAN FOR MORE AND/GREASE TRAP ELEVATIONS. 3.REFER TO THE SAND AND GREASE TRAP STANDARD DRAWING, ISPWC SD-624 FOR MORE DETAIL. 4.THE SAND AND GREASE TRAP MUST BE CONSTRUCTED PER THE SPECIFICATIONS DESCRIBED IN THE ISPWC SPECIFICATIONS AND SD-624 FOR MORE DETAIL. 5.SEE THE STORM DRAIN PLAN FOR THE SAND & GREASE TRAP LOCATIONS AND THE OBSERVATION WELL PIT LOCATIONS. 6.THE INVERT IN OF THE DISTRIBUTION HEADER PIPE MUST BE A MINIMUM OF 0.10 FEET HIGHER THAN THE INVERT OUT. INVERT OUT (TO INFILTRATION TRENCH) MUST BE A MINIMUM OF 0.10' BELOW INFLOW INVERT PROFILE VIEW SCALE: 1 - TYPICAL INFILTRATION TRENCH DETAIL NTS SCALE: 1A - SAND & GREASE TRAP DETAIL NTS 2' MIN. ELEV:(B ) ELEV:(C ) 72 72 ELEV: 4868.87' ELEV: 4860.87' 31 59 ADJUST TO MATCH FINISH GRADE 30 fopp e e e e tv tb SDSDSDSDSDLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF S F S F SF48724872 4872487248724872487348734873 48 7 3 4 8 7 1 4 8 7 1 4871 4 8 7 1 4 8 7 1 4871 4 8 7 2 4872 4872 487348724 8 7 1 SFSFSFSFSFSFSFSFHO R R O C K SEN G I N E E R SN 0 10'20' SCALE: 1" = 10' PROPERTY LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED CURB AND GUTTER DIRECTION OF OVERLAND FLOW STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASH OUT SILT FENCE LIMITS OF DISTURBANCE TEMPORARY DITCH TEMPORARY INLET PROTECTION LEGEND: SF SF LOD LOD H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_08_EROSION AND SEDIMENT CONTROL PLAN.dwg - C.6.0 EROSION AND SEDIMENT CONTROL PLAN - 12/17/2019 04:42pm, cadenf 1 5 REVISIONSREV #DATEDRAWING INFODATEDESIGNEDDRAWN*SEE GENERAL NOTES SHEETWARNING012IF THIS BAR DOES NOTMEASURE 2" THENDRAWING IS NOT TO SCALEwww.horrocks.comPAGE C PROJECTCHECKEDD B A #2 3 4 901 Pier View Dr., Suite 205Idaho Falls, ID 83402(208) 522-1223PRELIMINARY NOT FOR CONSTRUCTION CITY REVIEW SETID-1174-1805LTSCJFCJF20 DEC 2019EROSION AND SEDIMENT CONTROL PLAND.L. EVANS BANKNNA NORTH 2ND EAST,REXBURG, IDAHO 834408 C.6.0 INSTALL TEMPORARY INLET PROTECTION AT STORM DRAIN INLETS, 2 BAGS HIGH PER BMP31. ALL SILT TO BE REMOVED REGULARLY(FOR EXISTING AND PROPOSED INLETS) STABILIZED CONSTRUCTION ENTRANCE PER APWA 126 AT ENTRANCES AS SHOWN. CONSTRUCT SILT FENCE/PRESERVATION PER BMP 63-68 PROVIDE DUST CONTROL FOR ENTIRE SITE. CONCRETE WASHOUT AREA 1)BMP NEEDS FOR STORM WATER RUNOFF FOR A PARTICULAR AREA WILL BE DETERMINED WHEN A NEW STRUCTURE IS PROPOSED FOR CONSTRUCTION. 2)IT IS NOT INTENDED FOR THE SITE TO RECEIVE ANY ONCOMING FLOW FROM OUTSIDE SOURCES NOT CONTAINED IN EXISTING FLOW STRUCTURES. 3)FIELD MARK LIMITS OF DISTURBANCE FOR APPROVAL BY LOCAL AUTHORITY AND OBTAIN APPROPRIATE STORM WATER MANAGEMENT PERMIT. 4)INSTALL SILT FENCE AND/OR ENVIRONMENTAL FENCE AROUND PERIMETER OF PROJECT AS INDICATED ON THIS PLAN SHEET. 5)INSTALL SEDIMENT CONTROL MEASURES INDICATED IN ALL EXISTING STORM DRAIN INLETS ADJACENT TO THE CONSTRUCTION SITE. 6)CONTRACTOR WILL BEGIN DEMOLITION, GRADING, EXCAVATION, AND CONSTRUCTING SITE UTILITY IMPROVEMENTS AS NEW DRAINAGE ELEMENTS ARE COMPLETED, CONSTRUCT SEDIMENT PROTECTION AT ALL NEW INLETS. 7)AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WILL BE STABILIZED WITH NATIVE GRASS MATERIAL OUTSIDE THE STREET RIGHT OF WAY AND PAVEMENT AREAS OF PARKING AND DRIVEWAY AREAS. SITE STABILIZATION OF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO BE COMPLETED WITHIN 14 DAYS OF FINISHING AN AREA TO THE FINAL LINES AND GRADES INDICATED ON THE GRADING PLAN. 8)LANDSCAPE ESTABLISHMENT, REMOVE TEMPORARY MEASURES AND CLEAN STORM DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO PROJECT OWNER. 9)DISCHARGE FROM THE SITE WILL BE THROUGH THE NEW STORM DRAIN SYSTEM AND INTO THE SNAKE RIVER LANDING COMMUNAL SYSTEM. 10)THE BMPS AND SITE WILL BE MONITORED REGULARLY, ANY ADDITIONAL BMPS THAT ARE NEEDED WILL BE DETERMINED DURING REGULAR INSPECTIONS AND INSTALLED ACCORDING TO SPECIFICATIONS. 11)CONTRACTOR TO UTILIZE STABLIZED CONSTRUCTION ENTRANCE FOR VEHICLE TIRE WASH, AS NECESSARY. APPROXIMATE QUANTITY SUMMARY LINEAR FIBER ROLL - SILT FENCE 542 LF CONSTRUCTION FENCE - EARTH DIKE & DRAINAGE SWALE - RIP RAP - HYDROSEEDING - STABILIZED CONSTRUCTION ENTRANCE 2 EA STABILIZED STAGING AREA 1 EA CONCRETE WASH OUT 1 EA SEDIMENT BASIN - WHEEL WASH - INLET PROTECTION 4 EA CHECK DAM - LIMITS OF DISTURBANCE ±0.62 AC PROJECT ACRES ±0.64 AC R25' 1" TO 3" COARSE AGGREGATE FILTER FABRIC 50' MI N PUBLIC ROADHARD SURFACESTABILIZED CONSTRUCTION ENTRANCE30'MIN 12" DIAMETER ROCK 6" MIN 18" MIN 18" MIN48" MIN48" MIN 4" PVC PIPE FLOW CROSS-SECTION WOVEN FABRIC SANDBAG FILLED WITH COARSE SAND-MIN WEIGHT 40 LBS. 24" MIN FRONT VIEW 4" PVC PIPE FOR DRAINAGE SANDBAG BARRIER INLET PROTECTION (PAVED AREA) RETRIEVAL STRAP OVERFLOW (PEAK STORM) SEDIMENT ACCUMULATION GEOTEXTILE FABRIC SILT FENCE BMP 63-68 EQUAL ALTERNATE: STEEL FENCE POST FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" X 2" 14 GA WIRE FABRIC OR EQUIV. BURY BOTTOM OF FILTER MATERIAL IN 8" X 12" TRENCH FILTER FABRIC MATERIAL 2" X 2" 14 GA WIRE FABRIC OR EQUIV. PROVIDE 3/4" - 1 1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OR FILTER FENCE FABRIC ON THE SURFACE 2" X 4" WOOD POST ALT: STEEL FENCE POSTS 8"12"2'-6"2'-0"5'-0"6"PROPOSED BUILDING 3,966 SF 1 2 3 4 5 1 1 1 1 2 2 33 3 3 3 3 3 3 4 4 4 4 4 5 US HIGHWAY 30 (NORTH 2ND EAST)BENCH; REF. MODEL ANDCOLOR PER ARCHITECTURALBIKE RACK; REF. MODEL ANDCOLOR PER ARCHITECTURALUTILITIES VAULT; REF.ARCHITECTURAL / CIVILFLAGPOLE; REF. MODELPER ARCHITECTURALVISION TRIANGLE 30' X 30'; ALLTREES TO BE TRIMMED TO 10'IN HEIGHT, NO SHRUBS TO BEOVER 36" IN HEIGHTVISION TRIANGLE 30' X 30'; ALLTREES TO BE TRIMMED TO 10'IN HEIGHT, NO SHRUBS TO BEOVER 36" IN HEIGHTENTRY SIGNAGE; REF.ARCHITECTURAL (TYP.)DRIVE THRU; REF.ARCHITECTURALPROPERTY BOUNDARYPROPERTY BOUNDARYSNOW STORAGE; REF.CIVILPROPERTY BOUNDARYPROPERTY BOUNDARYEXISTING LIGHT POSTTO REMAINPOP EREB&B7PIN PU65 gal2PER LI91 gal3EUO COM5 gal2LAV HI22 gal2RHU GR25 gal2CAL KAR1 gal2PER LI91 gal3LAV HI22 gal5HEL SEM1 gal3RHU GR25 gal2PIN PU65 gal1EUO COM5 gal2RHU GR25 gal3CAL KAR1 gal6PIN PU65 gal1PER LI91 gal2HEL SEM1 gal3LAV HI22 gal6CAL KAR1 gal6LAV HI22 gal5CAL KAR1 gal9HEL SEM1 gal5PER LI91 gal1PIN PU65 gal3PER LI91 gal2CAL KAR1 gal2HEU PUR1 gal5ART POW1 gal1LAV HI22 gal3RHU GR25 gal3HEL SEM1 gal8HEL SEM1 gal3HEL SEM1 gal2CAL KAR1 gal4EUO COM5 gal2PIN PU65 gal2YUC COL2 gal2YUC COL2 gal2YUC COL2 gal2YUC COL2 gal2YUC COL2 gal1PER LI91 gal2EXISTING WALKWAY TOREMAINAPPROXIMATE SIGNLOCATION; REFERENCEARCHITECTURALBLACK AND TAN ROCK MULCH 1 14";3" DEPTHDRY STREAM BED; 10% 4"+ WASHED COBBLE,30% 1"-4" WASHED DRAIN ROCK, 60% 1"-WASHED DRAIN ROCK3/4" BLACK AND TAN ROCK MULCH; 3"DEPTHACCENT BOULDERS; 3'-8' DIAMETER,REGIONALLY QUARRIEDTREESCODEBOTANICAL / COMMON NAMECONTCALQTYREMARKSPOP EREPopulus tremula `Erecta` / European Columnar AspenB&B2"7H: 40` X W: 10`SHRUBSCODEBOTANICAL / COMMON NAMECONTFIELD2QTYREMARKSART POWArtemisia x `Powis Castle` / Powis Castle Artemisia1 gal1H: 2`-3` X W: 2`-3`CAL KARCalamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass1 gal29H:4`-6` X W: 2`-3`EUO COMEuonymus alatus `Compactus` / Compact Burning Bush5 gal6H: 6-8` X W: 8-10`HEL SEMHelictotrichon sempervirens / Blue Oat Grass1 gal24H: 2-3` X W: 2-3`HEU PURHeuchera micrantha `Palace Purple` / Palace Purple Coral Bells1 gal5H:12-18" X W: 12-18"LAV HI2Lavandula angustifolia `Hidcote Blue` / Hidcote Blue Lavender2 gal21H: 2-3` X W: 2-3`PER LI9Perovskia x `Little Spire` / Russian Sage1 gal13H: 2` X W: 2-4`PIN PU6Pinus mugo `Pumilio` / Mugo Pine5 gal9H: 3-5` X W: 6-10`RHU GR2Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac5 gal102-3` H X 6-8` WYUC COLYucca filamentosa `Color Guard` / Adam`s Needle2 gal9H:3-4` X W: 4`PLANT SCHEDULEJbKg12.20.2019191501WILLET C HOWARD, PLAOFFICE: (208) 345.0500 EMAIL:WILL@STACKROCKGROUP.COMwww.STACKROCKGROUP.COMTHE GRAPHICS AND DESIGNSON THIS SHEET AREDELIVERABLES THAT REMAINAT ALL TIMES PROPERTY OFSTACK ROCK GROUP, INC.REPRODUCTION OR REUSE OFTHIS PRODUCT CONTAINEDHERE IN IS PROHIBITEDWITHOUT THE WRITTENCONSENT OF STACK ROCKGROUP, INC.©2019 STACKROCK GROUP, INC.LANDSCAPEARCHITECTURE& MASTER PLANNING(208) 345-0500404 S 8th St. #154Boise, ID 83702StackRockGroup.comPRELIMINARYNOT FOR CONSTRUCTION11.18.19LA-16830RETSUBNESS EJ *OHADIFOETATS *LICENSEDLANDSCAPEARC HITECT erstaddate:drawn:checked:project:This document is theproperty of erstadARCHITECTS and isprotected by U.S. andinternational laws. Use,reproduction, ormodification of thisdocument without firstobtaining writtenpermission of erstadARCHITECTS is prohibited.This document may not beused in any unauthorizedmanner.©2019phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA 310 n. 5th street, boise idaho 83702 nna north 2nd east rexburg, idaho 83440 d.l. evans bank - rexburgno.desc.date0feet201" = 10'103040NORTH1.REGULATIONS & STANDARDS1.1.All contractor work shall be conducted in accordance with ISPWC (IdahoStandard Public Works Construction), 2019; and City of Rexburg, IDcodes, standards and state and local regulations.2.EXISTING CONDITIONS2.1.All utilities shall be located prior to construction and protected. Anydamage to structures, utilities or concrete will be replaced at contractor'sexpense.2.2.The site has many existing improvements such as underground utilities,curb and gutter, light poles and sidewalks.2.3.See Engineer's plans for information about existing features.2.3.1.Refer to civil plans for all existing and/or proposed drainage pipes &locations, utilities. Protect all drainage at all times, protect all utilitiesat all times.3.GRADING & SITE PREPARATION3.1.Prepare finish grades for planting by grubbing and removing weeds. Ifnecessary apply Round-Up (or equivalent herbicide), using a certifiedapplicator. Remove rocks and other materials over 2".3.2.All gravel overprep to be removed and disposed of off site.3.3.Finish grade to be smooth transition to allow for entire site to be a naturalflowing space.3.4.Fine grade lawn areas to elevations set by Engineer's plans with positivedrainage away from structures.3.5.Refer to Engineer's plans for grading information & for all drainage pipesand locations. Protect and retain drainage at all times.3.6.No pooling or standing water will be accepted per industry standards.4.SOILS4.1.Lawn areas shall receive 12" min depth of screened topsoil.4.2.All planter beds shall receive 18" min depth of screened topsoil.4.3.Reuse of existing topsoil that has been stockpiled on site is permitted if:4.3.1.Topsoil is tested and analyzed to ensure a proper growing medium.Provide additional amendments as determined by soil tests.4.3.2.Topsoil is to be loose, friable sandy loam that is clean and free of toxicmaterials, noxious weeds, weed seeds, rocks, grass or other foreignmaterials.4.3.3.Topsoil shall have a ph of 6.5 to 8.0.4.3.4.If on site topsoil does not meet these minimum standards contractor isresponsible for providing approved imported topsoil or improvingonsite topsoil per the approval of the project manager.4.4.If imported topsoil is used it must be from a local source and be screenedfree of any debris or foreign matter. Topsoil must not contain rocks, sticks,lumps, or toxic matter and has a pH of 6.5-8.0.4.5.Smooth, compact, and fine grade topsoil in lawn areas to smooth anduniform grade .5" below adjacent surfaces.4.6.Amend all new plantings with 2 parts topsoil, 1 part compost.5.PLANTER BED MULCH5.1.All planter beds to receive 3" depth of rock mulch as identified in legend orapproved equal, submit for approval prior to placement. Install overcommercial grade weed barrier fabric per manufacturer recommendations.6.PLANTS6.8.All plant material shall be installed per industry standards.6.5.All plant material shall meet or exceed the minimum federal standards asregulated by ANSI z60.1, American Standard for Nursery Stock. Plantsnot meeting these standards for quality, or plants determined to beunhealthy by Owner's representative, will be rejected.6.6.All Ball and Burlap trees to be installed per Balled and Burlapped plantingdetail. All shrubs to be installed per detail.6.7.Trees and shrubs over 30" shall not be planted within clear visiontriangles.6.8.Fertilize all trees and shrubs with 'Agriform' planting tablets or approvedequal. Apply per manufacturers recommendations.7.IRRIGATION7.1.Irrigation system shall be built to the following specifications:7.1.1.Adhere to city codes when connecting to city water.7.1.2.All irrigation material to be new with manufacturers' warranty fully intact.7.1.3.Install outdoor rated controller in specified location on plan, in a lock boxwith 2 keys. Coordinate with project manager and general contractoron exact location.7.1.3.1.Controller to have On/Off rain switch or rain shut off device thatdoes not alter program.7.1.4.Preserve and protect all existing irrigation components that meet coderequirements7.1.5.If POC, backflow, or other irrigation components do not meet or exceedcurrent code, contractor is to follow the irrigation plan provided.7.1.6.If current system can be used, contractor to provide owner with credit forall components that are to be used.7.1.7.All remote control valves (including master control valve) to have flowcontrol device.7.1.8.Irrigation system piping to be minimum class 200 PVC or approved equal,sleeves to be double the size of pipes located within, all wires to becontained in separate sleeves 1-1/2" dia min.7.1.9.Use common trenching where possible..7.1.10.All PVC located under hardscapes to be schedule 40 PVC with samereq's as above.7.1.11.All wires to be Paige wire 7350 or 7351 direct bury wire at a minimumof 12" below finished grade.7.1.12.Connect mainline to point of connection in approximate locationshown on plan.7.1.13.Contractor is responsible complying with all codes and paying allpermits necessary.7.1.14.Sprinkler heads shall have matched precipitation within each controlcircuit. Velocities shall not exceed 5 feet per second.7.1.15.All drip irrigation to be buried 2" below finished grade.7.1.16.Water schedule to be provided at a min of 80% evapotranspiration asdetermined by the local ET.7.1.17.Install all irrigation per irrigation drawings. utilize material specified orapproved equal.7.2.Contractor shall confirm the static water pressure at least five days beforeconstruction begins and to contact the landscape architect in writing if thepressure is below 55 psi.7.3.If any discrepancies are found, then local codes shall prevail.8.CONTRACTOR RESPONSIBILITIES8.1.Estimated quantities are shown for general reference only. Contractorshall be responsible for all quantity estimates.8.2.All plant material and workmanship shall be guaranteed for a period ofone year beginning at the date of Acceptance by Owner. Replace all deador unhealthy plant material immediately with same type and size at nocost to Owner.8.3.Landscape contractor to turn in as built drawings at the end of project.Substantial completion will not be granted until 2 copies @ 1"=20' scaleare turned in and approved by owner's representative.9.In the event of a discrepancy, notify the Landscape Architect.LANDSCAPE NOTES:LANDSCAPE REQUIREMENTSCODE REQUIREMENTS PER REXBURG CITY CODEPARKING BUFFER:1 TREE PER 30 LF, 5 SHRUBS PER 30 LF FOR ALL COMMERCIAL PARKING LOTS·STREET NAME LENGTH (LF) TREES/SHRUBS REQUIREDTREES/SHRUBS PROVIDED·US HWY 30197 LF7/337/35·NORTH / SOUTH / EASTN/AN/AN/ALANDSCAPE SITE PLAN: LEGENDlandscapeplanL1.00 JbKg12.20.2019191501WILLET C HOWARD, PLAOFFICE: (208) 345.0500 EMAIL:WILL@STACKROCKGROUP.COMwww.STACKROCKGROUP.COMTHE GRAPHICS AND DESIGNSON THIS SHEET AREDELIVERABLES THAT REMAINAT ALL TIMES PROPERTY OFSTACK ROCK GROUP, INC.REPRODUCTION OR REUSE OFTHIS PRODUCT CONTAINEDHERE IN IS PROHIBITEDWITHOUT THE WRITTENCONSENT OF STACK ROCKGROUP, INC.©2019 STACKROCK GROUP, INC.LANDSCAPEARCHITECTURE& MASTER PLANNING(208) 345-0500404 S 8th St. #154Boise, ID 83702StackRockGroup.comPRELIMINARYNOT FOR CONSTRUCTION11.18.19LA-16830RETSUBNESS EJ *OHADIFOETATS *LICENSEDLANDSCAPEARC HITECT erstaddate:drawn:checked:project:This document is theproperty of erstadARCHITECTS and isprotected by U.S. andinternational laws. Use,reproduction, ormodification of thisdocument without firstobtaining writtenpermission of erstadARCHITECTS is prohibited.This document may not beused in any unauthorizedmanner.©2019phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA 310 n. 5th street, boise idaho 83702 nna north 2nd east rexburg, idaho 83440 d.l. evans bank - rexburgno.desc.date1" = 1'-0"LANDSCAPE BOULDER PLACEMENT (TYP)INSTALL BOULDERS WITH WEATHERED FACEEXPOSED AND A MINIMUM OF 13 OF STONEBELOW FINISH GRADEBOULDERS SHALL BE NATURALWEATHERED SURFACE ROCK,MIN 3'x3' TO MAX 5'X8'2/31/34 DETAIL-FILEAT EDGE CONDITION, BURY FABRIC 12"MINIMUM AND SECURE WITH HALF BURIED 8"OR 12" COBBLE. EXTEND CREEK COBBLESOVER THIS AREA TO SECURE AS INDICATED.OVERLAP JOINTS 18" MINIMUM, ANDSTAPLECOMMERCIAL GRADE GEOTEXTILEFABRIC. LAP 18" MINIMUM AT JOINTS,BURY EDGES 12" DEEP MINIMUM.BOULDERSWHERE OCCURSDRY STREAM BED1/2" = 1'-0"STREAM BED COBBLE TO BE:10% 4"+ WASHED COBBLE30% 1" TO 4" WASHED DRAIN ROCK60% 1"- WASHED DRAIN ROCK6" MIN TOP OF COBBLE TO BE 6" MINIMUM BELOW GRADE3329475-02212"TOP TWO STRUCTURALROOTS: <3" BELOW TOPOF ROOTBALL.LOWEST STRUCTURALROOT <5" BELOW TOP OFROOT BALL612"NOTES:1.DO NOT DAMAGE OR CUT LEADER2.DO NOT DISTURB ROOT OR DAMAGE ROOT BALL WHEN INSTALLING TREE OR TREE STAKES.3.TREE STAKING SHALL BE AT THE DISCRETION OF CONTRACTOR. HOWEVER ANY TREES DISTURBEDFROM PLUMB DURING THE PLANT WARRANTEE PERIOD WILL BE REPAIRED OR REPLACED ATCONTRACTOR'S EXPENSE.4.WATER PLANTS THOROUGHLY IMMEDIATELY AFTER INSTILLATION.5.REMOVE ALL BURLAP, TWINE, ROPE, OR MATERIAL FROM THE TOP 13 OF THE ROOTBALL.6.5' DIAMETER PLANTER BED/MULCH RING AROUND THE TRUNK OF THE TREE. 3" OF MULCH MIN. DONOT PLACE MULCH WITHIN 2" OF TRUNK OF TREE.GRAFT VISIBLE ABOVE SOILLINESOIL LINE OF THE TOP OFTHE ROOT BALL AFTERREMOVING EXCESS SOIL.2-3" OF MULCHBACKFILL MIX SEENOTES ANDSPECIFICATIONS.COMPACT SOIL UNDERROOTBALL TO 90% PROCTOR.CUT AND FOLD WIREBASKET FROM TOP OFROOTBALLSOIL SAUCER >3" HIGHREMOVE AT END OFPROJECTBALL & BURLAP TREE PLANTING3/4" = 1'-0"13293-01MULCH 2" MIN.AWAY FROM TRUNKOF PLANT.LAWN OR PAVINGBALL AND BURLAP PLANT (IFCONTAINER - GROWN PLANTWITH ROOTS LOOSENED ANDPULLED OUT TO PREVENTPLANT FROM BECOMING ROOTBOUND)SOIL SURFACEROUGHENED TOBIND WITH NEW SOILFOLD BURLAP FROM TOPOF ROOT BALL DOWNINTO GROUND; SET TOPOF BALL FLUSH WITHFINISH GRADE12" TO 18" FORLARGER SHRUBROOT BALLS,MAKE DEPTH MIN.4" DEEPER THANBALL)3" DEEP MULCH MIN.NOTE:REMOVE ALL TAGS, TWINE OROTHER NON BIODEGRADABLEMATERIALS ATTACHED TO PLANT ORROOT MASS.BACKFILL SHALL BE 100% TOPSOIL.WATER SETTLE ALL PLANTINGS TOENSURE PLANT ROOTBALLMAINTAINS 12" HEIGHT ABOVEEXISTING SOILS WHEN COMPLETE.SHRUB PLANTING1" = 1'-0"2329333-03MOUND PLANTER 3.5" ABOVE TOP OFCUBTOP SOIL DEPTH ASSPECIFIEDTOP SOIL DEPTH ASSPECIFIEDPROVIE 1' MIN STEP SPACEFOR ADJACENT PARKINGEACH SIDE, TYPFINISHED GRADE .5"BELOW TOP OFCURB, TYPCURB, 6" OROTHER PERCIVIL, TYP1'-0"FGFGNOTE:*CURB & ADJACENT PAVEMENT PER CIVIL OR HARDSCAPE PLANS*TREE & SHRUB TO BE INSTALLED PER RESPECTIVE DETAILS*PLANTS & MULCH PER PLANPLANTER ISLAND DETAIL3/4" = 1'-0"5P-CO-01landscapedetailsL1.01 US HIGHWAY 30 (NORTH 2ND EAST)a1.2118POCBFHBLOCATE & CONNECT TO EXISTING POC INAPPROXIMATE LOCATION INSIDE BUILDING.VERIFY IF SYSTEM HAS EXISTING BACKFLOW ORMEETS CITY REQUIREMENTS. VERIFY EXACTLOCATION & SIZE WITH GENERAL ON SITE.HB34"1"USE EXISTING SLEEVESON SITE IF POSSIBLE.VERIFY LOCATIONSWITH GENERAL ON SITE.34"FFFFFF1.8211"31.311"WSSCUSE EXISTING CONTROLLER IF IN GOODCONDITION WITH SUFFICIENT CAPACITY.CONTRACTOR TO LOCATE AND VERIFY. IFCONTROLLER DOES NOT MEET REQ'STHEN LOCATE NEW CONTROLLER ONBUILDING EXTERIOR. VERIFY EXACTLOCATION WITH GENERAL ON SITE.21.591"34"SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYDETAILHunter ICZ-101-25Drip Control Zone Kit. 1" ICV Globe Valve with 1" HY100 filter system.Pressure Regulation: 25psi. Flow Range: 2 GPM to 20 GPM. 150mesh stainless steel screen.33/L2.1Netafim TLFV-1Automatic Flush Valve, with Insert Inlet64/L2.1Area to Receive DriplineNetafim TLCV-04-18 (18)Techline Pressure Compensating Landscape Dripline with Check Valve.0.4GPH emitters at 18.0" O.C. Dripline laterals spaced at 18.0" apart,with emitters offset for triangular pattern. 17mm.1,522 s.f.5/L2.1SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYDETAILMatco-Norca 207TM1/2"-3/4" Brass No Kink Hose Bibb. MIP Fitting. Same size as mainlinepipe.22/L2.1Zurn 375 1-1/4"Reduced Pressure Principle Assembly. Sizes 1/2", 3/4", 1", 1-1/4",1-1/2", 2†.11/L2.1Hunter PC-400Light Commercial & Residential Controller, 4-station base modulecontroller, 120 VAC, Outdoor model16/L2.1Hunter WSSWireless Solar, rain freeze sensor with outdoor interface, connects toHunter PCC, Pro-C, and I-Core Controllers, install as noted. Includes 10year lithium battery and rubber module cover, and gutter mount bracket.17/L2.1Point of Connection 1"Connect to city meter in approximate location. Verify exact location withgeneral on site.13/L2.0Irrigation Lateral Line: PVC Class 200 SDR 21858.6 l.f.1/L2.0Irrigation Mainline: PVC Class 200 SDR 21269.8 l.f.1/L2.0Pipe Sleeve: PVC Class 200 SDR 21121.0 l.f.2/L2.0FHBBFCWSSPOC#"#Valve NumberValve SizeValve FlowValve Callout#IRRIGATION SCHEDULEVALVESCHEDULENUMBERMODELSIZETYPEGPMWIREPSIPSI @ POCPRECIP1Hunter ICZ-101-251"Area for Dripline1.82214.740.0452.170.30 in/h2Hunter ICZ-101-251"Area for Dripline1.59124.540.0452.050.30 in/h3Hunter ICZ-101-251"Area for Dripline1.31171.940.0352.090.30 in/hCommon Wire269.8Generated:2019-12-12 15:23P.O.C. NUMBER: 01Water Source Information:Connect to city meter inapproximate location. Verify exact location with general on site.FLOW AVAILABLEPoint of Connection Size:1"Flow Available:20.24 gpmPRESSURE AVAILABLEStatic Pressure at POC:55.00 psiPressure Available:55.00 psiDESIGN ANALYSISMaximum Station Flow:1.82 gpmFlow Available at POC:20.24 gpmResidual Flow Available:18.42 gpmCritical Station:2 Design Pressure:30 psi Friction Loss:0.1 psi Fittings Loss:0.01 psi Elevation Loss:0.00 psi Loss through Valve:10 psiPressure Req. at Critical Station:40.11 psiLoss for Fittings:0.00 psiLoss for Main Line:0.04 psiLoss for POC to Valve Elevation:0.00 psiLoss for Backflow:12.00 psiCritical Station Pressure at POC:52.15 psiPressure Available:55.00 psiResidual Pressure Available:2.85 psiCRITICAL ANALYSISJbKg12.20.2019191501WILLET C HOWARD, PLAOFFICE: (208) 345.0500 EMAIL:WILL@STACKROCKGROUP.COMwww.STACKROCKGROUP.COMTHE GRAPHICS AND DESIGNSON THIS SHEET AREDELIVERABLES THAT REMAINAT ALL TIMES PROPERTY OFSTACK ROCK GROUP, INC.REPRODUCTION OR REUSE OFTHIS PRODUCT CONTAINEDHERE IN IS PROHIBITEDWITHOUT THE WRITTENCONSENT OF STACK ROCKGROUP, INC.©2019 STACKROCK GROUP, INC.LANDSCAPEARCHITECTURE& MASTER PLANNING(208) 345-0500404 S 8th St. #154Boise, ID 83702StackRockGroup.comPRELIMINARYNOT FOR CONSTRUCTION11.18.19LA-16830RETSUBNESS EJ *OHADIFOETAT S *LICENSEDLANDSCAPEAR C HITECT erstaddate:drawn:checked:project:This document is theproperty of erstadARCHITECTS and isprotected by U.S. andinternational laws. Use,reproduction, ormodification of thisdocument without firstobtaining writtenpermission of erstadARCHITECTS is prohibited.This document may not beused in any unauthorizedmanner.©2019phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA 310 n. 5th street, boise idaho 83702 nna north 2nd east rexburg, idaho 83440 d.l. evans bank - rexburgno.desc.dateIRRIGATION PLAN: 0feet201" = 10'103040NORTHTRENCH SECTION DETAIL3" = 1'-0"MAINLINETAPE CONTROLLER WIRE TOMAINLINE @ 10' o.c..2" OF SAND OR FINE SOIL ALLAROUND PIPES.ROCK FREE BACKFILLLATERAL LINEFINISH GRADE1'-0"6"NOTE:GLUE ALL PIPE & FITTINGS PERMANUFACTURE REQUIREMENTS1328409.76-21DEPTH AS PER SPECIFICATIONS WIDTH VARIES4"MIN FINISH GRADENATIVE SOIL BACKFILLCOMPACT TO 95% COMPACTIONPVC MAIN LINEBACKFILL WITH 100% CLEAN FILL.MECHANICALLY COMPACT TO 95%COMPACTION. ALLOW 48 HOURS TOSETTLE, AND COMPACT WITH NATIVE SOIL.4" MIN. BEDDING4" MIN.4" MIN.SLEEVE AT ROAD1 1/2" = 1'-0"NOTE: SLEEVES MUST BE 2X THE PIPE SIZE2328409.76-223/4"-1 1/4" POINT OF CONNECTION1" = 1'-0"BUCKNER BRASS ANGLE VALVE. SIZEPER IRRIGATION PLAN2" LONG BRASS NIPPLE.BRASS REDUCING TEE PLACED ON IT'SSIDE WITH 34" BRASS CROSS HANDLEGATE VALVE.THREADED SCH. 80 NIPP TOEXTEND OUT OF 10" PIPE AMINIMUM OF 6".SOLVENT WELD SCH. 40 90 DEGELL.TO BACKFLOW DEVICEWATER SERVICE LINE PROVIDEDBY OTHERS. VERIFY SIZE ON SITE.STAINLESS STEEL HOSE CLAMPS.VERIFY SIZE BASED ON WATERLINE DIMENSION. ALTERNATEDIRECTION OF CLAMP. (2) ON EACHSIDE OF TEE.3"X8" MASONRY BRICK OVERCOMPACTED BASE. 3 TOTAL.BRASS INSERT TEE UP TO 1 14" IN SIZE. LARGER SIZESMAY UTILIZE DIFFERENT FITTINGS.10" ROUND RIGID PLASTIC VALVE BOX10" PVC PIPE 160 PSI MIN. EXTEND 4"BELOW WATER LINE.36" MIN.FINISH GRADECOMPACTEDBACKFILL TO 90%PROCTOR. WATERSETTLE AND LETSIT FOR 48 HOURSBEFORERESTORING.COMPACTEDSUBGRADENOTES:1.CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, INSPECTIONS, AND FEES.2.NOTCH 10" PVC 12" MIN. LARGER THAN ALL PIPES ENTERING AND LEAVING SLEEVE. AT NO TIMESHALL 10" PIPE TOUCH WATERLINE OR SERVICE LINE TO BACKFLOW.4" DEPTH CRUSHED 34"WASHED GRAVEL. 2"BELOW ALL FITTINGS.4"3328409.73-02IrrigationplanL2.00 JbKg12.20.2019191501WILLET C HOWARD, PLAOFFICE: (208) 345.0500 EMAIL:WILL@STACKROCKGROUP.COMwww.STACKROCKGROUP.COMTHE GRAPHICS AND DESIGNSON THIS SHEET AREDELIVERABLES THAT REMAINAT ALL TIMES PROPERTY OFSTACK ROCK GROUP, INC.REPRODUCTION OR REUSE OFTHIS PRODUCT CONTAINEDHERE IN IS PROHIBITEDWITHOUT THE WRITTENCONSENT OF STACK ROCKGROUP, INC.©2019 STACKROCK GROUP, INC.LANDSCAPEARCHITECTURE& MASTER PLANNING(208) 345-0500404 S 8th St. #154Boise, ID 83702StackRockGroup.comPRELIMINARYNOT FOR CONSTRUCTION11.18.19LA-16830RETSUBNESS EJ *OHADIFOETAT S *LICENSEDLANDSCAPEAR C HITECT erstaddate:drawn:checked:project:This document is theproperty of erstadARCHITECTS and isprotected by U.S. andinternational laws. Use,reproduction, ormodification of thisdocument without firstobtaining writtenpermission of erstadARCHITECTS is prohibited.This document may not beused in any unauthorizedmanner.©2019phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA 310 n. 5th street, boise idaho 83702 nna north 2nd east rexburg, idaho 83440 d.l. evans bank - rexburgno.desc.dateIrrigationdetailsL2.011" = 1'-0"REDUCED PRESSURE BACKFLOW DEVICEDEVICE AS SPECIFIED.AT EACH SIDE.GALVANIZED UNIONSGALVANIZED RISERS.REDUCED PRESSURE BACKFLOWGALVANIZED NIPPLESAND ELL AS REQUIRED.NIPPLE, TYPICAL EA. SIDE.MAIN LINE, SIZEAS PER PLANS.TYPICAL EACH SIDE.TOE NIPPLE,SCHEDULE 80 PVC COUPLER AND GALVANIZED ELL ANDCODE.HEIGHT ASPER LOCALSERVICESIDE.CONCRETE THRUST BLOCKS,90 LBS. OF CONCRETE EACH.1328409.43-011 1/2" = 1'-0"NO KINK HOSE BIB VALVE IN BOXPVC MALE ADAPTER.GALVANIZED RISERAND ELBOW, HOSEBIB INLET SIZE.MAIN LINE.60 LB. CONCRETE TORQUE1/2" WIRE CLOTH GOPHERSCREEN, WRAP UP SIDES.FOUR COMMON BRICKSAS SUPPORT UNDERBOX.BLOCK.10" DIAMETER VALVE BOX.FINISHED GRADE.NO KINK HOSE BIB ASSPECIFIED.FLUSH TO GRADE AT TURF.1" ABOVE GRADE AT SHRUBS.2" CLR 328406.46-072984765824319DRIP ZONE KITMODEL ICZ-101-XX WITHFILTER (TIP 45 DEGREES)REGULATOR 25 OR 40 PSI2153676HUNTER ICZ DRIP CONTROL ZONE1 1/2" = 1'-0"FINISHED GRADEJUMBO VALVE BOXWATERPROOF CONNECTORS(2)18-24" COILED WIRESCH 80 T.O.E. NIPPLEMAIN LINE PIPE & FITTINGSBRICK SUPPORTS (4)34" MINUS WASHED GRAVEL3328413.76-31COMPRESSION RING(PROVIDED).FINISHED GRADE.6" DRIP VALVE BOX.NETAFIM LINE FLUSHING VALVEF-TLFV-1.34" GRAVEL SUMP (1CUBIC FOOT).TECHLINE 17MM TUBING.1"TWO BRICKS FOR BOXSUPPORT.NETAFIM TECHLINE FLUSH VALVE3" = 1'-0"328413.49-334PVC MAINLINE.DRIPLINE SPACING AS NOTED.AIR/VACUUM RELIEF VALVEPLUMBED TO TECLINE AT EACHHIGH POINT.ACENTER FEED EXAMPLEAEND FEED EXAMPLEFLINE FLUSHING VALVEPLUMBED TO PVC OR POLYLINE AT LOW END, ASNOTED.TYPICAL TECHLINE TUBINGLATERALS WITH EMITTERSPACING AS NOTED. TIE DOWNSTAKE AT ALL TEES, ELLS, ANDAT 5' O.C. AT CLAY, 4' O.C. ATLOAM, OR 3' O.C. AT SAND.DRIP VALVE / FILTER /REGULATOR.12" POLYETHYLENE OR PVC HEADER.TYPICAL OFFSET2" FROMHARDSCAPE, 4"FROM PLANTEDAREA.TYPICAL START CONNECTION SXSXTTEE W/ TECHLINE MALE ADAPTER.TYPICAL LATERALPIPE FROM VALVEASSEMBLY, SIZE PERPLANS.BLANK TECHLINE TUBINGCENTERED ON MOUND ORBERM.F1.DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE.2.INSTALL AIR RELIEF VALVE AT HIGHEST POINT.3.TECHLINE NORMAL SPACING WITHIN THE TOP 23 OF SLOPE,4.INSTALL TECHLINE AT NORMAL SPACING PLUS 25% AT THE BOTTOM 13 OF THE SLOPE.5.WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM 13 ON A SEPARATE VALVE.SLOPED CONDITION NOTES:TYPICAL OFFSET 2" FROMHARDSCAPE, 4" FROMPLANTED AREA.WATER SOURCE: DRIPVALVE OR LATERALFROM VALVE.TYPICAL SUPPLYHEADER.IN-LINE SPRING CHECKVALVE FOR LOW HEADDRAINAGE.TYPICAL TECHLINEDRIPPER LINE TUBING.TYPICAL PVC OR POLYSUPPLY OR EXHAUSTHEADER.FLINE FLUSING VALVEPLUMBED TO PVC ORPOLY.AAIR/VACUUM RELIEFVALVE, INSTALL AT HIGHPOINT OF SYSTEM.FFFAAAAFFSLOPE 3%+LAYOUTISLANDDOWN SLOPE - 1MEDIAN ISLAND,SLOPE 3%+FFADOWN SLOPE - 2MEDIAN ISLAND,AFTRIANGULARIRREGULAR AREAS:FAODD CURVESIRREGULAR AREAS:AAFFTOTAL LENGTH OF TECHLINE TUBING INTHIS AREA CAN NOT EXCEED THE MAX.LENGTH OF RUN.TYPICAL START CONNECTIONON EXHAUST HEADER.TYPICAL START CONNECTION ONSUPPLY HEADER.SEESUB-HEADERDETAIL.TYPICAL TECHLINE STARTCONNECTION.PARKING ISLAND TYPICAL LAYOUT DRIPPER SPACING12"18"24" DRIPPER FLOW 0.40.60.90.40.60.90.60.9RATE (GPH)15292233175410322247405308253973212385584383355534233548636527965651439464949745520407311732574439725555TECHLINE MAXIMUM LENGTH OF SINGLE LATERAL (FT)INLET PRESSURE(PSI) 0.4 GPH DRIPPER 0.6 GPH DRIPPER 0.9 GPH DRIPPERGPHGPMGPHGPMGPHGPM 12"40.000.6761.001.0292.001.53 18"26.670.4441.000.6861.001.02 24"N/AN/A31.000.5146.000.77DRIPPERSPACINGTECHLINE FLOW PER 100 FEETTYPICAL NETAFIM TECHLINE REQUIREMENTS3" = 1'-0"EXAMPLES LEGENDBURY DRIP 2" BELOWFINISH GRADE. INSTALLMULCH PER PLANS.2"MULCH AS SPECIFIEDVERY IMPORTANT ***5328413.56-091" = 1'-0"WALL MOUNT CONTROLLERRCV WIRES.1 1/2" DIAMETER RIGIDSTEEL CONDUIT FORBELOW GRADE.USE PVC SCH. 40TO WALL. INSTALL BACKUPBATTERIES AS REQUIRED.GROUND AS PER MFG.SPECIFICATIONS.1/2" DIAMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICALSOURCE. INSTALL ASSET CONTROLLER 60" ABOVE FINISHED GRADE UNLESSOTHERWISE NOTED.CONTROLLER AS SPECIFIED.SECURELY BOLT CONTROLLER18"CODES.FINISHED GRADE.LONG SWEEP ELL.PER LOCAL ELECTRICALFX-IR-FX-CONT-07672631145264573UP TO 800' AWAYCONTROLLER PER PLANWIRELESS SOLAR SYNC RECEIVERMOUNTED ON THE WALL NEXT TO THECONTROLLERSUITABLE POST, POLE, OR GUTTER MOUNT.MOUNT IN LOCATION WHERE SENSOR CANRECEIVE FULL SUN, IS OPEN TO RAINFALLAND OUT OF SPRINKLER SPRAY PATTERNMODEL: WIRELESS SOLAR SYNC SENSOR.MOUNT UP TO 800' FROM RECEIVERVALVE CONTROL WIRE CONDUITMODEL: SOLAR SYNC MODULEMOUNT LESS THAN 6' AWAY FROMCONTROLLERWIRELESS SOLAR SYNC SYSTEM1" = 1'-0"POWER SOURCE328409.33-037 REF.DWDDDDD DDDTVV V TVVDDDD TT TTTTT TT TVORUS HIGHWAY 30 (NORTH 2ND EAST)POWER UTILITY SETBACK 27' - 0" FRONT YARD 10' - 0"6' - 3"a1.21 18 1 1 1 2 2 2 2423 3 4 4 4 4 4 4 4 55 6 6 6 77820 1212 12 12 12 12 10 10 10 10 11 12 13 14 TYP. 16 17 18 18 18 18 2121 22 9 15 25 a5.11 14 keynotes: 1. PROPERTY LINE; SEE STRUCTURAL DRAWINGS. 2. ASPHALT PAVEMENT; SEE CIVIL DRAWINGS. 3. TRASH ENCLOSURE PAD; SEE CIVIL DRAWINGS. TRASH BINS TO BE MOVED TO CURB FOR COLLECTION. 4. PLANTER BED; SEE LANDSCAPE DRAWINGS. 5. H.C. PARKING SIGN; SEE DETAIL 6. SIDEWALK; SEE CIVIL DRAWINGS. 7. ACCESSIBLE SYMBOL; SEE CIVIL DRAWINGS. 8. ACCESSIBLE STRIPING; SEE CIVIL DRAWINGS. 9. DRIVE LANE STRIPING; SEE CIVIL DRAWINGS. 10. POLE LIGHT; SEE ELECTRICAL DRAWINGS. 11. ELECTRICAL TRANSFORMER; SEE ELECTRICAL DRAWINGS. 12. DIRECTIONAL ARROWS; SEE CIVIL DRAWINGS. 13. HOOP STYLE BIKE RACK; OWNER PROVIDED CONTRACTOR INSTALLED. SEE DETAIL 14. CURB; SEE CIVIL DRAWINGS. 15. GAS METER; SEE PLUMBING DRAWINGS. 16. DRIVE-THROUGH CANOPY ABOVE. 17. NEW BENCH. 18. LOCATION OF DIRECTIONAL SIGN BY OWNER. SEE ELECTRICAL FOR ADDITIONAL INFORMATION. 19. CANOPY DOWNSPOUT. 20. NEW FLAG POLE. 21. EXISTING LIGHT POLE TO REMAIN. 22. SNOW STORAGE ZONE 23. FIRE ACCESS LANE. 24. EXISTING PARKING TO REMAIN. 25. MONUMENT SIGN BY OWNER. CONTRACTOR TO SUPPLY ELECTRICAL AND DATA TO SIGN; COORDINATE WITH ELECTRICAL DRAWINGS AND OWNER. 0 general notes: A. THIS SITE PLAN IS PROVIDED FOR GENERAL COORDINATION PURPOSES. REFER TO AND COORDINATE WITH RESPECTIVE CIVIL, LANDSCAPE, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL SPECIFIC INFORMATION. B. COORDINATE WITH CIVIL DRAWINGS FOR ALL UTILITY LOCATIONS, FINAL GRADING, AND DRAINAGE. C. CONTRACTOR TO VERIFY ALL LOCATIONS AND DIMENSIONS IN THE FIELD. D. SEE GEOTECHNICAL ENGINEERING REPORT FOR SOIL BEARING PRESSURES, EXISTING SOIL CONDITIONS, AND CONSTRUCTION CONSIDERATIONS. E. SEE LANDSCAPE DRAWINGS FOR PLANTINGS. F. BUILDING SHALL HAVE ROOFTOP MOUNTED MECHANICAL UNITS SCREENED BY BUILDING PARAPETS. REFER TO BUILDING ELEVATIONS. G. SEE ELECTRICAL DRAWINGS AND BUILDING ELEVATIONS FOR BUILDING MOUNTED EXTERIOR LIGHTING.erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a1.11 site plannna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl ck 12.20.2019 180404 permit set 1" = 10'-0" site plan no. desc. date RACK PROVIDED BY OWNER 24 3/4" DIA. GRADE 1 1/2" TUBING EMBEDDED6"4"4 1/4" 27 1/4"CAP TOP OF POST PROVIDE SIGN THAT IDENTIFIES ALL VAN ACCESSIBLE STALLS. REFER TO PLAN FOR LOCATIONS 1/2" RADIUS AT ALL CORNERS ADA PARKING LOGO COLOR, HEIGHT, OF POLE, DIMENSIONS OF SIGN, TO BE INSTALLED PER GOVERNMENTAL REQUIREMENTS 2"x2"x3/16" STEEL TUBE 8" DIA. CONCRETE FOOTING FIN. GRADE GENERAL NOTES: A. SIGNS SHOULD BE PROPERLY CENTERED AT FRONT OF PARKING SPACE. B. SIGN FACE SHOULD BE LOCATED NO FURTHER THAN 6" BEHIND CURB OF EACH PARKING SPACE WITH A MINIMUM OF 3'-0" CLEAR. RESERVED VAN ACCESSIBLE 1' - 0"MIN. 6 "DEEP1' - 6"60" MIN.WHERE OCCURS60" MIN.6"VERIFY 18"CONCRETE SIDEWALK PER CIVIL BROOM FINISH CUT INITIAL JOINT, APPLY BROOM FINISH BASE - PER CIVIL TOOLED JOINTS FORMED WITH 1/4" RADIUS STEEL EDGING TROWEL ASPHALT - SEE CIVIL 5/8" DIA. x 24" DOWELS @ 4'-0" O.C. MIN. 2 PER BUMPER PRECAST CONCRETE BUMPER SUB-BASE - SEE CIVIL BASE - SEE CIVIL 4"x4"x1/4" SQUARE TUBE STEEL BOLLARD, SEE SITE PLAN FOR LOCATIONS. COLOR: SHERWIN WILLIAMS SW6966 - BLUEBLOOD 3' - 0"1' - 6"4"4"2' - 6"3' - 0"6"2' - 0" 4" 4"x4"x1/4" SQUARE TUBE STEEL BOLLARD, SEE SITE PLAN FOR LOCATIONS. COLOR: SHERWIN WILLIAMS SW6966 - BLUEBLOOD 1' - 6"1' - 6"4"4"1' - 6"3' - 0"6"2' - 0" 4" TYP. 3/8"x5" SQUARE PLATE WITH 5/8"Øx5" EMBED H.A.S. TOP AND BOTTOM OF HSS DOOR AND HINGES PER 4/a1.21 HSS 4x4x1/4 WITH 3/16" CLOSURE PLATE @ TOP AND BOTTOM - PAINT MASONRY WALL PER 20/a1.21, REINFORCEMENT NOT SHOWN FOR CLARITY SLOPE TO DRAIN NOTE: ALL METAL GATE COMPONENTS TO BE PRIMED & PAINTED (2) COATS. COLOR: SHERWIN WILLIAMS SW7048 URBANE BRONZE 3/16" (2) #4 BARS - CONTINUOUS @ 4'-0" LIFT (2) #5 BARS - CONTINUOUS 1/4" RADIUS CORNER - EACH SIDE PRECAST CONCRETE CAP - COLOR TO BE SELECTED BY ARCHITECT CONNECTION PIN - EPOXY BOTH SIDES (2) #5 BARS - CONTINUOUS (1) #5 BAR @ 24" O.C. - VERTICAL 8" STANDARD GRAY CMU - SMOOTH FACE INTERSTATE BRICK COLOR: WALNUT TO MATCH BUILDING CONCRETE SLAB - SEE CIVIL DRAWINGS CONCRETE PAD - SEE CIVIL DRAWINGS (2ea) #5 BARS - CONTINUOUS EXTERIORINTERIOR 1' - 0" 3' - 0"1' - 0"1' - 6"1' - 4" EQ. 1/2"NOTE: PRIME & PAINT ALL METAL. PAINT CONCRETE WASH DOME TO MATCH. CONCRETE FILLED 4" PIPE. SEE SITE PLAN FOR LOCATIONS. COLOR AT ATM: SHERWIN WILLIAMS SW6966 - BLUEBLOOD COLOR AT BUIDLING: SHERWIN WILLIAMS SW7048 - URBANE BRONZE LINE OF SIDEWALK OR PAVING WHERE OCCURS CONCRETE WASH DOME 1/2" PRE-MOLDED EXP. JOINT 2' - 0"6"3' - 0"4' - 0"11 g 10 12 e d a1.214 CONCRETE SLAB - SEE CIVIL DRAWINGS PROVIDE CANE BOLT INSERT TO HOLD GATE OPEN - BOTH SIDES TRASH RECEPTACLES PER REQUIREMENT2' - 0"6' - 6"2' - 0"5' - 4" 20 a1.21 g.1 a5.11 10 1/2" GAP BETWEEN WALLS, SEAL AND CAULK 1/2" GAP BETWEEN WALLS, SEAL AND CAULK a5.11 8 a5.11 5 ged NOTE: ALL METAL GATE COMPONENTS TO BE PRIMED & PAINTED (2) COATS. COLOR: SHERWIN WILLIAMS SW7048 URBANE BRONZE (3) HEAVY DUTY BALL BEARING HINGES PER GATE WELD HINGE TO 4" SQ. TUBE AND 2 1/2" SQ. GATE FRAME.1 1/2" B DECKING FULLY WELDED TO 2 1/2" SQ. STEEL TUBE FRAME PADLOCKABLE HANDLE CANE BOLT. BOLT ONE GATE ON INTERIOR SIDE, ONE GATE ON EXTERIOR SIDE. 4" SQ. STEEL TUBE POST W/ TOP CAP6' - 0"20 a1.21 2' - 0"6' - 6"2' - 0" 5' - 8" g.1 a1.21 8 a1.21 8 erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a1.21 site detailsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl ck 12.20.2019 180404 permit set 1 1/2" = 1'-0" ring bike rack1 1/2" = 1'-0" sign post and footing2 1 1/2" = 1'-0" concrete control joint7 1 1/2" = 1'-0" wheel stop11 1/2" = 1'-0" tube steel bollard double arm17 1/2" = 1'-0" tube steel bollard single arm16 1" = 1'-0" door connection @ trash enclosure8 1 1/2" = 1'-0" trash enclosure wall20 1/2" = 1'-0" pipe bollard12 1/2" = 1'-0" trash enclosure plan18 1/2" = 1'-0" trash enclosure gate4 no. desc. date REF.DWCOPY 1 1 1.2 3 8 11 ll k i h g f 62 c c 1057 a a b b 2 a4.11 1 a4.11 teller line 104 teller storage 105 mens 117 womens 116 breakroom 115 mech/elec 114 i.t./server 113 office 112 office 111 office 110 office 109 entry vestibule 101 conference room 107 vault 106 officer's deck 103 lounge 108 walkway 102 a3.21i j S-2 S-2 S-2S-2 S-2 S-2 S-3 S-2S-2 S-2 W-1 W-4 W-1W-4 W-4 S-2S-2 S-2 W-4 W-2 a3.21 n a3.21 a3.21 l k a3.21 p a3.22 9 12 12 13 4 9 j e d 1' - 1 1/2"14' - 2 3/4"12' - 0 1/4"32' - 0"18' - 8" 78' - 0 1/2"10' - 3"14' - 5"2' - 0 1/2"12' - 0"24' - 7 1/4"18' - 0"24' - 8"56' - 7 3/4"4' - 1"17' - 4"12' - 3 1/2"12' - 11 1/4"10' - 0"24' - 8"56' - 7 3/4"6"15' - 1 1/2" 42' - 11"8' - 10 7/8"10' - 1" 10 1/4"41' - 2"10 1/2" 77' - 6 3/16" a3.12 3 a3.12 1 a3.111 a3.11 2 1 a4.12 2 1/2"12' - 1"3 a4.21 a3.21 1 a3.22 1 110109 101b 106a 104 105 117 116 115 114113 112 c c c c g g g f e d c b a3.12 2 a1.21 18 a1.214 W-1 W-1 W-1 W-3 W-3 W-4 W-4 W-4 S-4 W-5 W-5 W-5 4' - 7 1/4"4' - 0"5' - 4"3' - 0"2' - 8"4' - 0"1' - 0"2' - 0"4' - 0"12' - 0"12' - 0"10' - 10 1/2"9' - 10" 9' - 0 3/4"1' - 7 1/4"4' - 5 1/2"13' - 7"1' - 9"2' - 0"3' - 6"5' - 4"3' - 5 1/2"3' - 2"5' - 4"3' - 6"2' - 3"5' - 4"5' - 9"5' - 4"5' - 9"5' - 4"2' - 3" 102 111 14 15 16 2 3 4 8 11 11 1 1 1 1 1 1313 1 1 1 1 1 1 1 13 13 13 9 20 21 2121 1 1 119 TYP. 4 @ ATM 23 25 28 5 6 m 22 5.6 6.3 6.7 9.1 9.1 j.5 g.1 6.4 5.81' - 0"1' - 9 1/2" S-1S-1 11 3' - 10"3' - 10" 1' - 10"2' - 5"2' - 5"2' - 5"1' - 10"1' - 0"2' - 2"2' - 5"1' - 10"1' - 10" 6' - 7"14' - 0"14' - 0"6' - 7" 106b 30 12 731 27 27 26 29 18 18 6"6"a5.11 9 a6.12 19 5' - 3"32 32 32 h i h j k 24 24 a2.11 2 101a h a6.12 16a6.12 20 W-2 W-1 33 28 28 28 15 W-1 W-1 14 24 10 10 13 27 30 17 13 1" / 1'-0"1" / 1'-0" 6 1/4" a a5.11 8 34 1 34 16 a5.11 a5.11 9 sim 107 3 a4.22 a6.11 7 a6.11 1 a5.11 10 14 14 ALIGN ALIGN ALIGN ALIGN ALIGN CENTER WALL ON CENTERLINE OF COLUMN CENTER WALL ON CENTERLINE OF COLUMN CENTER WALL ON CENTERLINE OF COLUMN CENTER WALL ON CENTERLINE OF COLUMN 2' - 0"5' - 1 5/8"12' - 2"11' - 6" 8' - 7 3/8" 9' - 11" 11' - 5"10' - 10"11' - 4" a5.11 10 7' - 4 1/16" 1' - 1" 9' - 11" ALIGN S-41' - 8 3/8"ALIGN S-4 27 trash enclosure a5.11 8 a5.11 10 a5.11 5 a5.11 5 a5.11 5 a5.11 5 a5.11 8 SIM keynotes: 1. STEEL COLUMN; SEE STRUCTURAL DRAWINGS. 2. PARTIAL HEIGHT WALL WITH INTERNAL TUBE STEEL SUPPORTS; SEE INTERIOR ELEVATIONS AND DETAIL FOR ATTACHMENT. 3. SEMI-RECESSED FIRE EXTINGUISHER; SEE DETAIL 4. ADA-COMPLIANT HIGH/LOW DRINKING FOUNTAIN; SEE SPECIFICATIONS, RESTROOM DETAILS, AND PLUMBING DRAWINGS. 5. MOP SINK; SEE PLUMBING DRAWINGS. 6. WATER HEATER ABOVE MOP SINK; SEE PLUMBING DRAWINGS. 7. UTILITY SHELF/MOP AND BROOM HOLDER; SEE SPECIFICATIONS. 8. ELECTRICAL PANELS; SEE ELECTRICAL DRAWINGS. 9. PROVIDE FIRE RETARDANT PLYWOOD AS TELEPHONE TERMINAL BOARD SUPPORT TO ALL WALLS IN ROOM. MOUNT 4X8' SHEETS HORIZONTALLY, 4" A.F.F. 10. EQUIPMENT; SEE EQUIPMENT SCHEDULE. 11. FLAT PANEL TV; SEE EQUIPMENT SCHEDULE. CONTRACTOR TO PROVIDE BLOCKING IN WALL. COORDINATE LOCATION WITH OWNER AND ARCHITECT. 12. KNOX BOX, SEE DETAIL 13. MILLWORK; SEE INTERIOR ELEVATIONS. 14. FLOOR BOX. 15. ROOF DRAIN LINE, INSULATED ENTIRE LENGTH; SEE PLUMBING AND CIVIL DRAWINGS. 16. ROOF LADDER, SEE DETAIL 17. HVAC WALL UNIT; SEE MECHANICAL DRAWINGS. 18. FLOOR DRAIN; SEE PLUMBING DRAWINGS. 19. PIPE BOLLARD, SEE DETAIL 20. SINGLE-ARM TUBE STEEL BOLLARD, SEE DETAIL 21. DOUBLE-ARM TUBE STEEL BOLLARD, SEE DETAIL 22. VAT BY OTHERS. CONTRACTOR TO COORDINATE INSTALLATION. 23. ATM BY OWNER. CONTRACTOR TO COORDINATE INSTALLATION; SEE ELECTRICAL DRAWINGS. 24. NIGHT DROP BY OWNER; SEE EQUIPMENT SCHEDULE. CONTRACTOR TO COORDINATE INSTALLATION. MAXIMUM THICKNESS OF FINISHED WALL AT NIGHT DROP IN 8 INCHES. 25. BIKE RACK; SEE SPECIFICATIONS. 26. GAS METER; SEE PLUMBING DRAWINGS. 27. HOSE BIB; SEE PLUMBING DRAWINGS AND EQUIPMENT SCHEDULE. 28. CANOPY ABOVE. 29. WIRE STORAGE SHELVING HIGH ON WALL; COORDINATE LOCATION WITH OWNER. 30. ADA DOOR PUSH-BUTTON OPENER FOR DOOR -SEE SPECIFICATIONS AND DETAIL 31. ROOF DRAIN OVERFLOW OUTLET WITH COWS TONGUE; SEE ELEVATIONS AND SPECIFICATIONS. 32. CANOPY COLUMN, SEE DETAIL 33. CANOPY DOWNSPOUT. 34. PIPE BOLLARD, SEE DETAIL 0 general notes: A. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD; NOTIFY ARCHITECT IF DISCREPANCIES ARE FOUND. B. GYPSUM WALLBOARD APPLICATION & FINISHING AT ALL EXPOSED SURFACES TO COMPLY WITH SPECIFICATIONS. C. UNLESS NOTED OTHERWISE ALL EXTERIOR DIMENSIONS TO FACE OF FINISH OR GRIDLINE. D. UNLESS NOTED OTHERWISE ALL INTERIOR PARTITIONS ARE DIMENSIONED TO FACE OF STUD. E. UNLESS DIMENSIONED OTHERWISE INTERIOR DOORS SHALL BE LOCATED 4" FROM ADJACENT PARTITION. /14a a2.42 /12 a5.11 /1 a5.11 /12 a1.21 /16 a1.21/16 a1.21 /17 a1.21 /14 a5.11 /12 a5.11 /12 a1.21 1 3 k i 2 j.5 W-4W-4 W-6W-6 W-6 a6.12 15 a5.11 10 sim erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a2.11 floor plannna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl ck 12.20.2019 180404 permit set 1/4" = 1'-0" floor plan 1/4" = 1'-0" high wall plan2 no. desc. date 1 1 1.2 3 8 11 l k i h g f 62 c c 1057 a a b b 12 13 4 9 j e d 10 1/2" 5.6 6.3 6.7 9.1 9.1 j.5 j.5 g.1 g.1 6.4 5.8 INTERIOR FACE OF STUD EXTERIOR FACE OF STEM WALL 6' - 7"14' - 0"14' - 0"6' - 7" STRUCTURAL COLUMN10 1/2"10 1/2"8"10 1/2"10 1/2"10 1/2"10 1/2"8"8"10 1/2"10 1/2"8"8 1/8"8"1' - 0"10 1/2"10 1/2" 1' - 0"10 1/2"8 1/16"10"10 1/2" COLUMN CONCRETE FOOTING LOCATIONS OF STOREFRONT DOORS, DO NOT CHAMFER EDGE, SEE DOOR SCHEDULE & DETAILS15' - 0"11' - 6"11' - 6" 1' - 5" 6' - 7"8' - 9"FLOOR OUTLET BOX; LOCATE AS INDICATED AND COORDINATE WITH ELECTRICAL DRAWINGS. 4' - 5 1/2"6' - 0"3' - 9 1/4" VERIFY ON FLOOR PLAN VERIFY ON FLOOR PLAN 3' - 4"7' - 6"1 1/2"15' - 2 1/2"2' - 0"1 1/2"1 1/2"1 1/2"10' - 8"4' - 3 7/8"erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a2.12 perimeter framing layout plannna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl ck 12.20.2019 180404 permit set 1/4" = 1'-0" perimeter framing layout plan no. desc. date REF.DW1 1 1.2 3 8 11 l k i h g f 62 c c 1057 12 13 4 9 j e d a2.21 5 officer's deck 103 walkway 102 teller line 104 entry vestibule 101 lounge 108 conference room 107 vault 106 teller storage 105 mens 117 womens 116 breakroom 115 mech/elec 114 i.t./server 113 office 112 office 111 office 110 office 109 P2 P3 P29' - 0"1' - 3 1/8"8' - 6"9' - 3"8' - 6" 2' - 4"2' - 4"4' - 0"2' - 4"4' - 0"2' - 4"1 2 3 4 4 4 5 3 3 3 3 10 5.6 6.3 6.7 9.1 j.5 g.1 6.4 5.8 9 11 11 7 7 7 7 7 77 2 8 8 88 7 TYP. TYP. 4' - 0 1/8"2' - 6"FRP 6 CEILING: ACT1: ACOUSTICAL LAY-IN CEILING ARMSTRONG ULTIMA 1952 -2'X2'X3/4", 9/16 BEVELED TEGULAR. SUSPENSION SYSTEM SUPRAFINE 9/16" TRIM, WHITE ACT2:ACOUSTICAL CEILING CLOUD CUSTOM CLOUD WITH ARMSTRONG ULTIMA 1952 2'X2'X3/4" TEGULAR CEILING TILES. SUSPENSION SYSTEM SUPRAFINE 9/16" TRIM; 4" AXIOM CLASSIC TRIM, WHITE GYP: GYPSUM WALL BOARD PAINTED P5 OTS: OPEN TO STRUCTURE PAINTED P4 UNLESS NOTED OTHERWISE PAINT/STAIN: P1: PAINT FIELD SHERWIN WILLIAMS SW6169 SEDATE GRAY, EGGSHELL SHEEN P2: PAINT ACCENT SHERWIN WILLIAMS SW7037 BALANCED BEIGE, EGGSHELL SHEEN P3: PAINT ACCENT SHERWIN WILLIAMS SW6172 HARDWARE, EGGSHELL SHEEN P4: PAINT OTS SHERWIN WILLIAMS DRYWALL SW7048 URBANE BRONZE, FLAT SHEEN P5: PAINT CEILING SHERWIN WILLIAMS DRYFALL SW7009 PEARLY WHITE, FLAT SHEEN ST1:INTERIOR WOOD STAIN WOOD STAIN, CUSTOM COLOR TO MATCH PL1 FLOORING: CPT1:CARPET TILE TANDUS CENTIVA RESPONSE 04704 24"X24", BACKING: FLEXAIRE CUSHION MODULAR COLOR: CARAMEL 02833, QUARTER TURN INSTALLATION PT1:PORCELAIN TILE TRAVERTINI AL CONTRO 12x24", COLOR: ARGENTO, 1/3 OFFSET BRICK INSTALLATION; SEE DETAIL THIS SHEET. GROUT: CUSTOM 101 QUARTZ. TILE PATTERN TO RUN IN EAST/WEST DIRECTION. SC: SEALED CONCRETE SV: SHEET VINYL ARMSTRONG REJUVENATIONS STONERUN 6' WIDE, COLOR: SIDECAR NAVIGATION 34505. HEAT WELD COLOR: WS208, TANNER. room finish legend remarksBASE: PT2: PORCELAIN TILE WALL BASE TRAVERTINI AL CONTRO BULLNOSE 4X24", COLOR: ARGENTO RB1: RESILIENT BASE JOHNSONITE REVEAL PROFILE 4.25"H, COLOR: 63 BURNT UMBER RB2: RESILIENT BASE JOHNSONITE TRADITIONAL PROFILE 4"H, COLOR: 63 BURNT UMBER SVB: SHEET VINYL COVE BASE MATCH SV, COVE 6" UP WALL AND FINISH WITH CLEAR ANODIZED METAL J-TRIM CAP LAMINATES: MEL:BLACK MELAMINE PL1: PLASTIC LAMINATE WILSONART 7122K-07 EMPIRE MAHOGANY; ALL 3/4" THICK EDGES AND CABINET FACES TO RECEIVE MATCHING WILSONART 3MM PVC EDGE BANDING, COLOR: 7122-07 EMPIRE MAHOGANY PL2: PLASTIC LAMINATE FORMICA 5880-58 EARTHEN WARP PL3: PLASTIC LAMINATE PIONITE AT440 CONNECTED CUBES PL4: PLASTIC LAMINATE WILSONART 4878 PEWTER MESH APPLIED AS WAINSCOT IN RESTROOMS: APPLY TO WALLS TO 48" A.F.F. AND FINISH WITH METAL J TRIM AND MATCHING JOINING TRIMS. MISCELLANEOUS: FRP: FIBERGLASS REINFORCED PANEL COLOR: SMOOTH WHITE; WAINSCOT TO 48" A.F.F. TP: TOILET PARTITION BOBRICK DESIGNER SERIES, WALL HUNG, LAMINATE: PEWTER MESH 4878-38 (PL4) TR1: TRANSITION TRIM SCHLUTER SCHIENE, TILE TO CARPET PROFILE, COLOR: STAINLESS STEEL TR2: TRANSITION TRIM SCHLUTER RENO-U, TILE TO SHEET VINYL ADA COMPLIANT REDUCER, COLOR: STAINLESS STEEL TR3:TRANSITION TRIM SCHLUTER J-TRIM, SHEET VINYL TO CONCRETE, HEIGHT NOT TO EXCEED 1/4"; COLOR: STAINLESS STEEL WC1: WINDOW COVERING HUNTER DOUGLAS MESH SHEERWEAVE 4800 1% OPENNESS, COLOR: TAUPE. FASCIA COLOR: CLEAR ANODIZED 875 1. SEE FINISH FLOOR PLAN FOR ACCENT COLOR LOCATIONS. 2. PAINT WALLS, STRUCTURE, AND ALL EXPOSED SURFACES OF OPEN CEILING ABOVE 11'-0" A.F.F. P4. 3. EXTERIOR WINDOWS TO RECEIVE WINDOW COVERINGS WC1. 4. SEE DETAIL FOR SUSPENDED GYP CEILING. 5. SEE DETAIL FOR ACT1 CEILING. 6. SEE DETAIL FOR ACT2 CEILING. 7. PAINT CEILING SURFACE AND EXPOSED STRUCTURE OF OPEN CEILING P4. ANY EXPOSED HVAC DUCT ROUTED THROUGH ROOM TO BE LEFT SHINY FACTORY FINISH AND CLEANED. WALL COLOR AS SCHEDULED. 8. EXPOSED STRUCTURE CEILING DOES NOT HAVE TO BE PAINTED IN THIS ROOM. 9. PLYWOOD ON WALLS DOES NOT HAVE TO BE PAINTED. /5 a2.32 /9 a2.32 /8 a2.32 CARPET TILE EDGE TRIM PER DETAILS 2' - 0" 8" keynotes: 1. CARPET TO EXTEND UNDER TELLER LINE AND ALL TELLER EQUIPMENT. 2. EXTERIOR THRESHOLD, SEE HARDWARE SPECIFICATIONS. 3. AT TILE TO CARPET TRANSITION USE TR1 PER DETAIL 4. AT TILE TO SHEET VINYL TRANSITION USE TR2 PER DETAIL 5. AT SHEET VINYL TO CONCRETE TRANSITION USE TR3 PER DETAIL 6. WALL BASE RB1 TO CONTINUE ALONG WALL IN LIEU OF PT2 AT THIS LOCATION. 7. MILLWORK; FLOORING TO EXTEND WHERE OPEN BELOW. SEE INTERIOR ELEVATIONS. 8. ELECTRICAL FLOOR BOX TO RECEIVE CARPET INSERT. SEE FLOOR PLAN FOR LOCATION DIMENSIONS. 9. TRANSITION BETWEEN WALL BASE TYPES RB1 AND PT2. 10. ALIGN PT1 TILE PATTERN TO THIS CORNER PER DETAIL. 11. TERMINATION OF WALL BASE TYPE PT2 AT PLASTIC LAMINATE MILLWORK. 0 general notes: A. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD; NOTIFY ARCHITECT IF DISCREPANCIES ARE FOUND. B. GYPSUM WALLBOARD APPLICATION & FINISHING AT ALL EXPOSED SURFACES TO COMPLY WITH SPECIFICATIONS. C. SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. D. FOR TILE INSTALLATION CONTRACTOR TO USE MINIMUM JOINT ALLOWED BY MANUFACTURER. E. FLOAT FLOOR WHERE NECESSARY TO PROVIDE LEVEL FINISHED FLOOR. F. ONE COAT OF PRIMER PAINT AND A MINIMUM OF TWO COATS OF FINISH PAINT SHALL BE APPLIED TO ALL WALL SURFACES. TOP COAT TO BE BACK ROLLED. G. CONTRASTING PAINT COLORS SHALL TERMINATE AT INSIDE CORNERS UNLESS OTHERWISE NOTED. H. CABINETRY & COUNTERTOP FINISHES NOTED ON INTERIOR ELEVATIONS & DETAILS. I. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHTS. J. PROVIDE TRANSITION STRIPS BETWEEN DISSIMILAR FLOOR MATERIALS. SEE DETAILS, FINISH PLAN, AND SPECIFICATIONS. K. TRANSITIONS BETWEEN FLOORING MATERIAL TYPES AT DOORWAYS SHALL FALL UNDER THE DOOR WHEN CLOSED. finish key: CPT1 -CARPET TILE PT1 -PORCELAIN TILE SC -SEALED CONCRETE SV -SHEET VINYL /2 a2.21 /1 a2.21 /3 a2.21 CAULK SHEET VINYL AS SCHEDULED METAL J-TRIM TR3; HEIGHT NOT TO EXCEED 1/4" CONCRETE AS SCHEDULED PORCELAIN TILE AS SCHEDULED TR1 SCHULTER STAINLESS STEEL(E) SCHIENEFOR TILE HEIGHTAS REQ'DMORTAR CARPET TILE AS SCHEDULED FLOAT FLOOR AS REQUIRED TO MATCH CARPET TO TILE HEIGHT PORCELAIN TILE AS SCHEDULED TR2 SCHULTER STAINLESS STEEL RENO U, ADA COMPLIANT MORTAR SHEET VINYL AS SCHEDULED AS REQ'D FOR TILE HEIGHT2 1 NOT TO EXCEED 1/2"erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a2.21 finish plan + schedulenna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl/mt sb 12.20.2019 180404 permit set 1/4" = 1'-0" finish floor plan room finish schedule number name floor base north wall east wall south wall west wall ceiling remarks 101 entry vestibule PT1 PT2 P1 P1 P1 P1 OTS 7 102 walkway PT1 PT2/PL1/RB1 P1/P2 P1 P1/P2/P3 P1 OTS/ACT2 1, 2, 6 103 officer's deck CPT1 RB1 P1 P1 P1 P1 OTS/ACT2 1, 2, 6 104 teller line CPT1 PL1/RB1 - P3 P1 P2 ACT1 1, 3, 5 105 teller storage CPT1 RB2 P1 P1 P1 P1 ACT1 5 106 vault CPT1 RB1 P1 P1 P1 P1 ACT1 5 107 conference room CPT1 RB1 P1 P1 P1 P1 ACT1 3, 5 108 lounge CPT1 RB1 P1 P1 P1 P1 OTS/ACT2 2, 3, 6 109 office CPT1 RB1 P1 P1 P1 P1 ACT1 3, 5 110 office CPT1 RB1 P1 P1 P1 P1 ACT1 3, 5 111 office CPT1 RB1 P1 P1 P1 P1 ACT1 3, 5 112 office CPT1 RB1 P1 P1 P1 P1 ACT1 3, 5 113 i.t./server SC RB2 P1 P1 P1 P1 OTS 8, 9 114 mech/elec SC RB2 P1/FRP P1 P1/FRP P1 OTS 8 115 breakroom SV RB2 P1 P1 P1 P1 ACT1 3, 5 116 womens SV SVB P1/PL4 P1/PL4 P1/PL4 P1/PL4 GYP 4 117 mens SV SVB P1/PL4 P1/PL4 P1/PL4 P1/PL4 GYP 4 1" = 1'-0" PT1 tile layout5 6" = 1'-0" sheet vinyl to concrete transition3 6" = 1'-0" tile to carpet transition2 6" = 1'-0" tile to sheet vinyl transition1 no. desc. date REF.DW1 1 1.2 3 8 11 l k i h g f 62 c c 1057 b b 12 13 4 9 j e d 26 12 26 12 26 12 26 12 26 12 26 12 26 12 26 23 24 22 25 20 29 28 32 33 34 8 5 1 9 10 7 6 11 21 28 26 13 14 12 26 13 31 12 14 26 13 31 12 14 26 13 31 12 14 15 26 30 35 27 6 officer's deck 103 walkway 102 vault 106 teller line 104 teller storage 105 mens 117 womens 116 breakroom 115 mech/elec 114 i.t./server 113office 112 office 111 office 110 office 109 entry vestibule 101 lounge 108 conference room 107 30 2 14 5.6 6.3 6.7 9.1 j.5 g.1 6.4 5.8 #QTY.PROVIDED BY DESCRIPTION MANU./ MODEL NO. DIMENSIONS WT. ELECTRICAL/DATA REMARKSVOLT/PH AMPS (A) WATTS (W) DATA EQUIPMENT SCHEDULE 1 1 NIGHT DROP 1 2 1 CASH VAULT 3 -TELLER CASH LOCKERS 4 - OWNER CASH COUNTER 5 1 SAFE DEPOSIT BOX SAFE 6 1 PNEUMATIC TUBE SYSTEM 7 1 DESKTOP AUDIO CONTROL 8 1 OWNER INSTANT ISSUE MACHINE 9 1 OWNER BRANCH CAPTURE MACHINE 10 1 OWNER CASH ADVANCE SWIPE UNIT 11 1 OWNER TELLER LINE PRINTER 12 11 OWNER TOWER AND MONITOR 13 4 OWNER TELLER RECEIPT PRINTER 14 5 UNDER COUNTER STEEL CABINET 15 1 TCR 16 - OWNER TICKET RACKS 17 - OWNER NEW ACCOUNTS ID SCANNER 18 - OWNER NEW ACCOUNTS DOCUMENT SCANNER 19 - OWNER NEW ACCOUNTS PRINTER 20 1 OWNER COPIER/SCANNER/FAX 21 1 OWNER 60" CLASS TV 22 1 OWNER COFFEE MAKER 23 1 G.C.REFRIGERATOR 24 1 G.C.DISHWASHER 25 1 G.C.MICROWAVE 26 13 DADS TELEPHONE PHONE 27 1 ATM CM18T 17.3"W x 36.1"D x 40.5”H 948 LBS 115V OR 230V 2.3A OR 1.1A Y 28 2 OWNER BRANCH PRINTER 29 1 OWNER COLOR PRINTER INSTALLED BY OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER G.C. G.C. G.C. OWNER OWNER 30 2 OWNER 65" CLASS OR LARGER LED TVOWNER DADS TELEPHONE 31 3 OWNER DESKTOP SECURITY CAMERAOWNER/GC 32 1 OWNER SERVER RACKOWNER 33 1 DAD'S TELEPHONE PHONE CONTROL BOARD GC/DAD'S TELEPHONE 34 1 OWNER SECURITY HEAD-END EQUIPMENTOWNER GE MODEL JES2051DNWW 13-5/8"H X 19-1/4"D X 23-7/8"W Y GE MODEL GLDA690FWW 32-11/32"H X 24"D X 24"W GE MODEL GNE29GGKWW 69-7/8"H X 36-1/4"D X 35-3/4"W 1 35 1 G.C. G.C. BIKE RACK LANDSCAPE FORMS RING RACK LEFT SWING 38"W x 33"D x 72"H 38"W x 33"D x 72"H OWNER/GC OWNER/GC OWNER OWNER OWNER GC OWNER OWNER OWNER OWNER OWNER OWNER OWNER/GCOWNER OWNER OWNER OWNER OWNER Y Y Y Y Y Y Y Y Y Y Y Y Y 2 2 2 2 2 2 owner provided equipment contacts: COOK SECURITY GROUP ron hunt ph. (844) 305-2665 ron.hunt@cooksecuritygroup.com HUNT ENTERPRISES krista hunt ph. (208) 921-4245 krista@huntenterprises.com DADS TELEPHONE mark swenson ph. (208) 733-1980 remarks: 1. TV ON FULL MOTION MOUNT, OWNER PROVIDED AND INSTALLED. CONTRACTOR TO PROVIDE WALL BOX AND CONDUIT PER ELECTRICAL DRAWINGS, AND BLOCKING IN WALL APPROPRIATE FOR WEIGHT OF UNIT AND FULL MOTION MOUNTING ARM. COORDINATE LOCATION AND HEIGHT WITH OWNER. 2. NOT SHOWN ON PLAN; OWNER TO COORDINATE QUANTITIES AND LOCATION WITHIN TELLER LINE. erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a2.23 equipment plan + schedulenna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl/mt sb 12.20.2019 180404 permit set 1/4" = 1'-0" equipment plan no. desc. date OS OS OS OS OSOSOS OS SP SP SP SP SPSP 1 1.2 3 8 k i h g f 62 c c 1057 a b 2 a4.11 1 a4.11 entry vestibule 101 lounge 108 conference room 107 walkway 102 officer's deck 103 teller line 104 vault 106 teller storage 105 mens 117 womens 116 breakroom 115 mech/elec 114 i.t./server 113 office 112 office 111 office 110 office 109 10' - 6" 10' - 0"9' - 6" 10' - 0" 9' - 6" 9' - 0" 10' - 6"10' - 6" 10' - 6" 10' - 6" 9' - 0" 9' - 6" 9' - 6" 9' - 0" 9' - 6" 10' - 0"10' - 0"10' - 0" 10' - 0" 10' - 0"10' - 0"10' - 0" 12 12 13 4 9 j d 10' - 0" 1 a4.12 4 a4.21 3 a4.21EQEQEQ1' - 7 3/4" 3' - 3 1/2"EQEQEQ EQ 10' - 11"2' - 0"4 a2.32 2 2 2 2 23' - 7"6' - 0"6' - 4"3' - 6" 1' - 6" EQ EQ EQ EQ EQEQ1 4 4 4 4 4 4 4 4 4 4 3 3 3 3 33333 3 5 6 7 8 10 16 12 13 13 15 15 16 17 17 18 TYP. 20 TYP. 20 TYP. 21 TYP. 21 TYP. 22 TYP. 22 TYP. 22 TYP. 22 TYP. 22 TYP. 22 TYP. 21 TYP. 21 TYP. 21 TYP. 21 TYP. 21 TYP. 21 TYP. 2323 5.6 6.3 6.7 9.1 9.1 j.5 j.5 g.1 g.1 6.4 5.8 9' - 6"5' - 2"5' - 2"5' - 2"2' - 0"2' - 0"1' - 6"1' - 2"1' - 3"1' - 0"1' - 9"1' - 3"1' - 9"1' - 3"2' - 6"4"4"4"EQ.EQ.2' - 1"6' - 9"2' - 1"5' - 11"191919 19 19 19 17 6 24 25 7 8 4' - 6"7' - 6"5' - 6"13' - 3"1' - 6" 6' - 7"14' - 0"14' - 0"6' - 7" 1114 3 a2.43 8' - 6"3 a4.22 9 9 EQ.EQ. 7' - 2" keynotes: 1. GYPSUM BOARD SOFFIT. HEIGHT AS INDICATED, PAINT AS SCHEDULED. 2. OPEN TO STRUCTURE ABOVE; SEE FINISH SCHEDULE. 3. ACOUSTICAL LAY-IN CEILING ACT1. SEE FINISH SCHEDULE. 4. ACOUSTICAL LAY-IN CEILING CLOUD ACT2. HEIGHT AS INDICATED, LOCATION AND DIMENSIONS AS SHOWN. SEE FINISH SCHEDULE. 5. ROOF HATCH, SEE DETAIL 6. GYPSUM WALL BOARD CONTROL JOINT ABOVE STOREFRONT. ALIGN WITH CORNER OF STOREFRONT FRAME ON SIDE INDICATED. SEE DETAIL 7. GYPSUM WALL BOARD CONTROL JOINT IN FACE OF SOFFIT. ALIGN CENTERLINE WITH FIXTURE BELOW. SEE DETAIL 8. ROOF DRAIN. 9. SUSPENDED GYPSUM CEILING. SEE FINISH SCHEDULE. 10. ROOF DRAIN OVERFLOW OUTLET. PAINT ALL EXPOSED SURFACES TO MATCH ADJACENT. 11. EXTERIOR CANOPY WITH METAL SOFFIT. 12. STOREFRONT SUN SHADE. 13. VAT, OWNER PROVIDED, CONTRACTOR TO COORDINATE INSTALLATION. 14. CANOPY DRAIN. SEE DETAIL 15. RECESSED LINEAR LIGHT FIXTURE -SEE ELECTRICAL DRAWINGS. 16. SUSPENDED METAL PANEL SOFFIT SYSTEM. PAINT URBANE BRONZE. 17. EXIT SIGN; SEE ELECTRICAL DRAWINGS. 18. EXTERIOR RECESSED CAN LIGHT, LOCATED AS INDICATED; SEE ELECTRICAL DRAWINGS. PROVIDE FRAMING FOR FIXTURE SUPPORT. 19. SPEAKERS; SEE ELECTRICAL DRAWINGS. 20. CAN LIGHT. CENTER IN SOFFIT PANEL OR CEILING TILE AND LOCATE AS INDICATED. SEE ELECTRICAL DRAWINGS. 21. 2'x2' RECESSED LED LIGHT. SEE ELECTRICAL DRAWINGS. 22. 2'x4' RECESSED LED LIGHT. SEE ELECTRICAL DRAWINGS. 23. LINEAR SURFACE MOUNT LIGHT; SEE ELECTRICAL DRAWINGS. 24. PENDANT LIGHTS ATTACHED AT ROOF DECK; LOCATION AS INDICATED. SEE SECTION AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. 25. LINEAR PENDANT LIGHT; SEE ELECTRICAL DRAWINGS. 0 1. THIS REFLECTED CEILING PLAN IS PROVIDED FOR COORDINATION PURPOSES. COORDINATE WITH AND REFER TO MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. UNLESS NOTED OTHERWISE, LIGHT FIXTURES AND DEVICES SHALL BE CENTERED WITHIN ROOM, SOFFIT, CEILING TILE, AND/OR AREA SHOWN. 3. UNLESS NOTED OTHERWISE, ALL HIGH WALL DATA CABLE/ CONDUIT/SLEEVE/SPECIALIZED SYSTEMS PENETRATIONS IN ROOMS WITH EXPOSED STRUCTURE TO OCCUR 12'-0" A.F.F. OR ABOVE. IN VESTIBULE, ALL SUCH PENETRATIONS TO OCCUR AS CLOSE TO EXPOSED DECK AS POSSIBLE. 4. COORDINATE WITH ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES, SWITCHING, ETC. 5. ALL OUTLET AND SWITCHPLATE COVERS IN GYP. WALLS TO BE WHITE. 6. COORDINATE WITH MECHANICAL DRAWINGS FOR MECHANICAL GRILLE LOCATIONS/TYPES, ETC. 7. ALL GRILLES AND DEVICES MAY NOT BE SHOWN ON THIS PLAN. COORDINATE FINAL LOCATIONS WITH MECHANICAL AND ELECTRICAL DRAWINGS AND WITH FIELD CONDITIONS. 8. FIELD VERIFY ALL DIMENSIONS. 9. HVAC DUCT INTERIORS TO BE MATTE BLACK OR PAINTED SAME AS EXPOSED CEILING WHEREVER VISIBLE THROUGH GRILLE OPENINGS. general notes: /5 a2.42 /2 a4.11 /4 a5.11 /2 a2.43 /4 a5.11 erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a2.31 reflected ceiling plannna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl ck 12.20.2019 180404 permit set 1/4" = 1'-0" reflected ceiling plan no. desc. date METAL CORNER BEAD 3 5/8" STEEL STUDS LAY-IN CEILING SYSTEM PER RCP (3) #10 SCREWS INTO 2" SLOTTED SLIP TRACK @ EACH STUD (DO NOT ATTACH TO WALL STUD) PER STRUCTURAL SEE RCP 5/8" GYP.SEE RCP SUSPENDED CEILING CLOUD - SEE RCP AND FINISH SCHEDULE SEE RCP SEE RCP 1/2" GAP BETWEEN TOP OF GYP. AND METAL DECK - FILL WITH ACOUSTIC SEALANT STEEL PLATE TO SPAN DECK FLUTES WHERE WALL RUNS PARALLEL TO DECK - SPACE @ 16" O.C. WRAP GIRDER TRUSS IN GYP.; FINISH PER FINISH SCHEDULE SEE RCP 150U50-54 STEEL CHANNELS @ 48" O.C. WITH NO. 8 GA HANGER WIRE SPACED A MAX. OF 48" O.C. ALONG CARRYING CHANNELS. ATTACH TO 087F125-43 CHANNELS @ 16" O.C. PERPENDICULAR TO 150U50-54 CHANNELS WITH DOUBLE STRAND OF NO. 16 GA GALVANIZED WIRE. APPLY 5/8" G.W.B. WITH LONG DIMENSION AT RIGHT ANGLES TO THE 087F125-43 CHANNELS. LOCATE G.W.B. BUTT JOINTS OVER THE CENTER OF THE 087F125-43 CHANNELS. ATTACH G.W.B. WITH 1" SELF-DRILLING DRYWALL SCREWS @ 12" O.C. IN THE FIELD OF THE BOARD AND 8" AT BUTT JOINTS, LOCATED NOT LESS THAN 3/8" OR MORE THAN 1/2" FROM EDGES. CEILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED. INSTALL IN ACCORDANCE WITH THE PROVISIONS OF ASTM C635 AND ASTM C636 PER 2015 IBC SECTION 808, ASTM E580, AND STANDARDS FOR CISCA ZONES 3-4. SEE DETAIL FOR FIXTURE LATERAL BRACING. (4)-12 GA. WIRES-SPLAYED 90 DEGREES IN PLAIN MAX., VERTICAL ANGLE 45 DEGREE SECURE ALL WIRES APPROXIMATELY 2" FROM INTERSECTION MAIN RUNNER. VERTICAL STRUT. CROSS TEE. /15 a2.32 CEILING SYSTEM AS SCHEDULED EDGE PROFILE; SEE FINISH SCHEDULE VARIES SEE RCPAS SCHEDULEDSEE DETAIL FOR CEILING LATERAL BRACING/10 a2.32 LAY IN CEILING SYSTEM WALL TYPE PER PLANS SEE PLAN FOR HEIGHTS 2" MIN. PERIMETER VERTICAL HANGER WIRES NOT MORE THAN 8" FROM WALL 8" MAX. SEE DETAIL FOR CEILING LATERAL BRACING. MIN. 2" WALL MOULDING MODIFY CEILING TO COMPLY WITH ASTM C636 & ASTM E580. /10 a2.32 INSTALL CEILING SYSTEM AND ALL ASSOCIATED FIXTURES AND PENETRATIONS IN ACCORDANCE WITH THE PROVISIONS OF ASTM C636, ASTM E580, AND 2015 IBC SECTION 808. RECESSED LED FIXTURE MIN. 12GA. SLACK WIRE AT OPP. CORNERS OF EA. FIXTURE, CONNECT TO STRUCTURE MAIN STRUCTURAL RUNNERS CROSS TEE < 3" < 3" < 3" < 3" MIN. 12GA. HANGER WIRE WITHIN 3" OF EACH FIXTURE CORNER WALL TYPE PER FLOOR PLAN ATTACH SLIP TRACK TO DECK; AFFIX PER STRUCTURAL 1/2" GAP BETWEEN TOP OF GYP. AND METAL DECK EACH SIDE - FILL WITH ACOUSTIC SEALANT 2" SLOTTED SLIP TRACK. DO NOT ATTACH DRYWALL TO TRACK. WOOD TRUSS WOOD TRUSS WALL TYPE PER FLOOR PLAN FRAME AROUND TRUSS WHERE WALL INTERSECTS & FILL ALL VOIDS WITH ACOUSTIC BATT INSULATION ATTACH SLIP TRACK TO DECK; AFFIX PER STRUCTURAL 1/2" GAP BETWEEN TOP OF GYP. AND METAL DECK EACH SIDE - FILL WITH ACOUSTIC SEALANT OR ACOUSTIC INFILL PRODUCT AS NECESSARY TO FILL GAPS STEEL PLATE TO SPAN (2) DECK FLUTES WHERE STUD DOES NOT ALIGN WITH FLUTE - SPACE @ 16" O.C. 2" SLOTTED SLIP TRACK. DO NOT ATTACH DRYWALL TO TRACK.erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a2.32 reflected ceiling plan detailsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl ck 12.20.2019 180404 permit set 1" = 1'-0" soffit @ teller line4 1 1/2" = 1'-0" suspended gypsum board ceiling5 3" = 1'-0" ceiling lateral bracing detail10 3" = 1'-0" ceiling cloud edge condition8 3" = 1'-0" lay-in ACT @ wall -seismic group D9 3" = 1'-0" suspended fixture lateral bracing15 3" = 1'-0" t.o. partition perpendicular to deck3 3" = 1'-0" t.o. partition parallel to deck2 no. desc. date 1 1 3 3 8 8 ll kk i h g f 62 c c 1057 a a b b 2 a4.11 1 a4.11 12 13 4 j d 1 a4.12 13' - 1"13' - 1"19' - 10" 15' - 8 1/16"9' - 8"1/2" / 1'-0"3/4" / 1'-0"1/2" / 1'-0"1/2" / 1'-0"1/2" / 1'-0"1/2" / 1'-0"1/2" / 1'-0"3/4" / 1'-0"1/2" / 1'-0"1/2" / 1'-0"1/2" / 1'-0"1/2" / 1'-0"1/2" / 1'-0"1/2" / 1'-0" 1/2" / 1'-0"1/2" / 1'-0"7' - 0"11' - 9"10' - 4"7' - 10"3 a4.21 4 3 14 3 14 3 14 3 14 20' - 4" 20' - 4" T.O.R. T.O.R.1/2" / 1'-0"9' - 4" 16' - 10" 16' - 10" 16' - 10" 1 TYP. 1 TYP. 1 2 5 5 5 5 5 5 5 7 10 12 13 16 16 16 16 19 a2.43 20 a2.43 19 a2.43 21' - 11" 5.6 6.3 6.7 9.1 j.5 j.5 g.1 g.1 6.4 5.8 8 1/2" / 1'-0" 3 14 2 6' - 3 1/8" 9 TYP. 15 TYP. OF (5) 3 a2.42 4 a2.42 4 a2.42 21' - 11" 20' - 4" 20' - 4" 21' - 11" 21' - 11" 20' - 4" 6 6 66 11 21' - 11" 21' - 11" 21' - 11" 21' - 11" 21' - 0" 21' - 0" T.O.R. T.O.P. T.O.P. T.O.P. T.O.P. T.O.P. T.O.P. T.O.P. T.O.P. T.O.P. T.O.P. T.O.P. T.O.P. T.O.P. a2.42 10 a2.42 15 a2.42 20a2.42 10 a2.42 15 a2.42 20 a2.42 10 a2.42 15 a2.42 20 SIM.SIM.SIM. a2.42 10 a2.42 15 a2.42 20 a2.42 10 a2.42 15 a2.42 20 a2.42 10 a2.42 15 a2.42 20 a2.42 10 a2.42 15 a2.42 20 8 a2.42 2 a2.42 2 a2.42 1 a2.421/2" / 1'-0"1/2" / 1'-0"HI-POINT RIDGEHI-POINT RIDGEHI-POINT RIDGE HI-POINT RIDGE 3' - 7"3 a4.22 19 a2.43 20 a2.43 18 a2.43 18 a2.43 20 a2.43 19 a2.43 19 a2.43 10 a2.43 20 a2.43 20 a2.43 19 a2.43 20 a2.43 keynotes: 1. FULLY ADHERED SINGLE PLY ROOFING SYSTEM. 2. BUILT-UP CRICKET WITH VALLEY SLOPE AT 1/4" PER 1'-0" MIN. 3. ROOF DRAIN AND OVERFLOW DRAINS TO RECEIVE HEAT TRACE; SEE ELECTRICAL DRAWINGS FOR HEAT TAPE DETAILS. 4. ROOF HATCH. SEE DETAIL 5. PREFINISHED METAL COPING CAP 6. HVAC UNIT; SEE MECHANICAL DRAWINGS. SEE DETAIL 7. OUTLINE OF WALL BELOW. 8. ROOF TOP CONDENSING UNIT; SEE MECHANICAL DRAWINGS. 9. ROOF WALKING PADS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 10. EXHAUST FAN; SEE MECHANICAL DRAWINGS. 11. ROOF VENT. SEE DETAILS AND 12. STOREFRONT SUNSHADE BELOW. 13. STEEL CANOPY 14. ROOF DRAIN AND OVERFLOW. SEE DETAIL 15. TWO LAYERS OF ROOF WALKING PADS BELOW SCUPPER -PLACE AS SHOWN WITH 1/4 OF ONE PAD UNDER ROOF, OTHER 3/4 TO OUTSIDE. 16. SIGNAGE BELOW BY OWNER UNDER SEPARATE PERMIT. COORDINATE WITH ELEVATIONS AND ELECTRICAL DRAWINGS. 0 general notes: A. PROVIDE CRICKET AT HIGH SIDE OF ALL ROOF TOP EQUIPMENT TO DIVERT WATER AROUND EQUIPMENT FOR ALL PIECES OF EQUIPMENT WITH DIMENSION OF 24" OR GREATER PERPENDICULAR TO ROOF SLOPE. B. MECHANICAL VENT PENETRATION AND EQUIPMENT LOCATIONS ARE SHOWN FOR COORDINATION AND REFERENCE ONLY. SEE MECHANICAL DRAWINGS FOR DETAILED INFORMATION. C. ROOF SLOPE TO BE CREATED BY SLOPED STRUCTURE. D. DRIVE THROUGH CANOPY TO HAVE SLOPE CREATED BY STRUCTURE. E. ENTRY CANOPIES TO HAVE SLOPE CREATED BY STRUCTURE. F. ALL SHEET METAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE S.M.A.C.N.A. ARCHITECTURAL SHEET METAL MANUAL. G. HEAT TRACE LOCATION AND DETAIL PER ELECTRICAL DRAWINGS. /5 a2.42 /19 a2.42 /11 a2.42 /16 a2.42 /17 a2.42 erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a2.41 roof plannna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl ck 12.20.2019 180404 permit set 1/4" = 1'-0" roof plan no. desc. date 2X4 FRAMING @ 16" O.C. TO CREATE FASCIA 2X4 BLOCKING TO CREATE STEP 1/2" SHEATHING (3) COAT EIFS SYSTEM - PAINT SW9031 URBANE BRONZE 2X4 BLOCKING TO CREATE FINISHED EDGE METAL SOFFIT SYSTEM 3' - 8" 1' - 8"METAL DECK -SEE STRUCTURAL BUILT-UP CRICKET OVER METAL DECK -SEE ROOF PLANVARIES PRE-MANUFACTURED TRUSS -SEE STRUCTURAL 2"12" MIN.ALL PURPOSE SEALANT TERMINATION BAR FASTENED @ 6" O.C. ROOF MEMBRANE BONDING ADHESIVE SHEATHING -SEE STRUCTURAL DRAWINGS WALL PER PLANS ROOF DECK -SEE STRUCTURAL DRAWINGS EIFS SYSTEM STARTER STRIP WITH WEEP SCREED BACKWRAP TERMINATION 18 GAUGE METAL FLASHING WITH DRIP EDGE WRAP CORNER W/ ROOFING OVER WEATHER BARRIER + BITUTHANE CAULK ROOFING / BRICK JOINT 4" X 6" X 1/4" STEEL LINTEL 6" BITUTHANE OVERLAP @ PARAPET CORNER / STEP SINGLE-PLY ROOFING WOOD STUD BEYOND 1' - 0" BITUTHANE LEG1' - 0" BITUTHANE LEG6" BITUTHANE OVERLAP @ PARAPET CORNER / STEP VENT PIPE STAINLESS STELL CLAMP PIPE BOOT SINGLE-PLY ROOFING MEMBRANE POLYISO INSULATION SHEATHING PER STRUCTURAL DRAWINGS8" MIN.TAPERED EPS INSULATION (COMPLETE HOT AIR WELD WIDTH OF FLANGE) ALL-PURPOSE SEALANT NOTE: MEMBRANE AND PIPE BOOD WELDING AREA MUST ME SCRUBBED/WIPED WITH EP SEAM CLEANER AND A SCRUB PAD PRIOR TO WELDING. MECH. UNIT FASTEN @ 12" O.C. COUNTER-FLASHING FROM UNIT SINGLE-PLY ROOF MEMBRANE SHAPED POLYISO CANT TAPERED INSULATION - SLOPE TO DRAIN (2) LAYERS POLYISO INSULATION R-38 MINIMUM MECHANICAL UNIT CURB SET LEVEL PRESSURE-TREATED BLOCKING AS REQURED SEE STRUCTURAL FOR DECK AND FRAMINGSEE MECHANICAL DRAWINGS4" CAULK STONE TO METAL JOINT PREPAINTED METAL FLASHING BEHIND MASONRY STEEL LINTEL (COLOR TO MATCH CANOPY) 4" X 6" X 1/4" STEEL LINTEL CMU VENEER ADHERE ROOFING MATERIAL TO FLASHING2"6"1" AIRSPACE 24 GUAGE PRE-FINISHED COPING CAP AND EDGE FLASHING - SEE ELEVATIONS FOR COLOR APPLY CONTINUOUS BEAD OF SEALANT TO EACH SIDE, AND WIPE CLEAN ANY EXCESS METAL SEAM COVER SLOPE ROOF SIDE 6 "6"6"WIDTH TO FIT WALL THICKNESS E Q .E Q .NOTE: PROFILE TO MATCH PROFILE OF PARAPET CAP 6"6"SLOPED BLOCKING ROOF MEMBRANE TO WRAP OVER THE TOP OF THE PARAPET CAP OSB SHEATHING BOTH SIDES. SEE STRUCTURAL DRAWINGS. NOTE: SEE FOR PARAPET SEAM COVER. TYPICAL THROUGHOUT. CONTINUOUS CLEAT -ATTACHED @ 16 O.C. NEOPRENE WASHER METAL CAP CONNECTOR THROUGH METAL CAP INTO WALL CAP FRAMING /12 a2.42 3 " RAIN HOOD AND CLAMP WITH CAULKING BY ROOF INSTALLER ROOF MFR.'S STANDARD METAL OR PRE-FORMED MEMBRANE HOOD SINGLE-PLY ROOF MEMBRANE W/ 1" MIN. TURN UP ON HOOD APPROVED FASTENER 6" O.C. STAGGERED 1" VENT PIPE (VERIFY SIZE) OR EXHAUST / FLUE VENT CAP 3 CONTINUOUS SEAM WELDS DECK PER STRUCTURAL DRAWINGS RIGID INSULATION R-38 MINIMUM 2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"ROOF OVERFLOW DRAIN. TOP OF INLET TO BE 2" ABOVE LOWEST POINT ON ROOF. TAPERED INSULATION AT DRAIN SUMP ROOF DRAIN ASSEMBLY 18 a2.42 ROOF HATCH ASSEMBLY COUNTER FLASHING FROM UNIT SCREW FASTENED @ 6" O.C. ALL PURPOSE SEALANT FIRE TREATED WOOD LKG. SIZED APPROPRIATELY TO FIT OPENING BONDING ADHESIVE FLASHING MEMBRANE HOT-AIR WELD SEAM CAULK ROOF MEMBRANE TAPERED INSULATION WHERE OCCURS RIGID INSULATION R-38 MIN. VAPOR BARRIER PLATE + FASTENER INTO DECK DECK PER STRUCTURAL DRAWINGS8" MIN.6" ROOF ACCESS LADDER - SEE DETAIL 1' - 4"0' - 7"1' - 0"O.C.1' - 0"ROOF HATCH ASSEMBLY LADDER UP SAFETY POST BILCO LU-1 BLOCKING AS REQUIRED - TYP. 1/2" X 3" BENT PLATE W/ 5/8" SLEEVE ANCHOR METAL STUD WALL FINISH FLOOR EXPANSION BOLT CONNECTION AT FINISH GRADE 1/4" X 3" VERTICAL SUPPORT RAILS TO BE MOUNTED PARALLEL AND SPACED 1' - 6" CLEAR 3/4" DIA. STEEL RUNGS @ 12" O.C. - WELD TO RAILS 14a a2.42 2' - 0"2' - 0"2' - 0"2" TYP.ROOF OVERFLOW DRAIN, TOP OF INLET TO BE 2" ABOVE LOWEST POINT ON ROOF ROOF DRAIN ASSEMBLY CLAMPING RING HOT AIR WELD - TYP. SINGLE-PLY ROOFING MEMBRANE TAPERED INSULATION AT DRAIN SUMP DECK PER STRUCTURAL DRAWINGS ALL PURPOSE SEALANT MEMBRANE TO EXTEND INTO DRAIN BODY 1 1/2" MIN. FROM CLAMPING RING BOLTS DECK CLAMP ROOF DRAIN PIPING - SEE MECHANICAL DRAWINGS FOR DETAILS INSULATE RAIN LEADERS AND ROOF DRAIN BODIES PARAPET CAP -HIGH CAULK LEADING / UPPER EDGE OF METAL FLASHING TO BRICK 3" VERTICAL LEG OF PARAPET CAP, SET INTO MASTIC AGAINST BRICK FACE PARAPET CAP -LOW 15 a2.42 BRICK RETURN @ HIGH TO LOW PARAPET WRAP / OVERLAP WEATHER BARRIER OVER BITUTHANE -PRIOR TO ROOFING CAULK BRICK / ROOFING JOINT WRAP ROOFING AROUND CORNER TO EDGE OF FRAMING PRIOR TO BRICK INSTALL / TOP-OUT WRAP CORNER W/ SELF- ADHERING BITUTHANE WEATHER BARRIER OVER FRAMING AIR SPACE PER WALL TYPE HIGH PARAPET BEYOND (2) LAYERS POLYISO INSULATION METAL DECKING PER STRUCTURAL DRAWINGS SINGLE PLY MEMBRANE SEAM CAULK HOT AIR WELD PLATE & FASTENER, SEE MANUFACTURER FOR SPACING SINGLE PLY MEMBRANE BONDING ADHESIVE EXTERIOR SHEATHING ROOF FRAMING AND BLOCKING, SEE STRUCTURAL DRAWINGS WALL INSULATION SPRAY FOAM INSULATION @ WALL/ROOF TRANSITION 2X4 FRAMING @ 16" O.C. TO CREATE FASCIA 2X4 BLOCKING TO CREATE STEP 1/2" SHEATHING METAL WRAP 2X4 BLOCKING TO CREATE FINISHED EDGE METAL SOFFIT SYSTEM 2' - 6" 1' - 4"METAL DECK -SEE STRUCTURAL 1' - 0"INSULATED STEEL BEAM - SEE STRUCTURAL PRE-MANUFACTURED TRUSS -SEE STRUCTURAL 1/2"1' - 0"RIGID INSULATION R-38 MINIMUM ROOF MEMBRANE PER PLAN a2.43 9 BATT INSULATION R-19 MINIMUM -FILL CAVITY 2X4 FRAMING @ 16" O.C. TO CREATE FASCIA 2X4 BLOCKING TO CREATE STEP 1/2" SHEATHING (3) COAT EIFS SYSTEM - PAINT SW9031 URBANE BRONZE 2X4 BLOCKING TO CREATE FINISHED EDGE METAL SOFFIT SYSTEM 3' - 8" 1' - 8"2"VARIESMETAL DECK -SEE STRUCTURAL PRE-MANUFACTURED TRUSS -SEE STRUCTURAL 2X4 FRAMING @ 16" O.C. TO CREATE FASCIA 2X4 BLOCKING TO CREATE STEP 1/2" SHEATHING METAL WRAP 2X4 BLOCKING TO CREATE FINISHED EDGE METAL SOFFIT SYSTEM 2' - 6" 1' - 4"METAL DECK -SEE STRUCTURAL PRE-MANUFACTURED TRUSS -SEE STRUCTURAL 1/2"1' - 0"RIGID INSULATION R-38 MINIMUM ROOF MEMBRANE PER PLAN a2.43 9 1' - 0"erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a2.42 roof detailsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl ck 12.20.2019 180404 permit set 1" = 1'-0" drive through canopy fascia S framing1 3" = 1'-0" single ply transition @ EIFS6 3" = 1'-0" weather barrier @ high to low parapet15 1 1/2" = 1'-0" small pipe penetration16 3" = 1'-0" mechanical curb11 3" = 1'-0" weather barrier at high to low parapet8 1" = 1'-0" typical parapet seam cover12 1 1/2" = 1'-0" typical parapet cap (sim. @ EIFS wall)13 1 1/2" = 1'-0" large pipe penetration17 3/4" = 1'-0" roof drain and overflow19 1 1/2" = 1'-0" roof hatch5 1 1/2" = 1'-0" roof access ladder14a 1/2" = 1'-0" roof access ladder section14b 3/4" = 1'-0" roof drain and overflow section18 3/4" = 1'-0" step @ parapets20 3" = 1'-0" weather barrier at high to low parapet10 3" = 1'-0" single ply transition7 1" = 1'-0" high roof and soffit corner detail -W3 1" = 1'-0" drive through canopy fascia E/W framing2 1" = 1'-0" high roof and soffit corner detail -N/S4 no. desc. date 20' - 1" T.O. EIFS WALL WEATHER BARRIER EIFS MUST TERMINATE BELOW ADJACENT PARAPET HEIGHT RIGID INSULATION R-38 MINIMUM ROOF MEMBRANE TO WRAP OVER THE TOP OF THE PARAPET CAP WEATHER BARRIER OVER SHEATHING a2.42 13 a2.42 7 a2.42 6 SOFFIT H.T. SEE ELEVATIONS 2" EIFS SYSTEM a2.43 9 *REFER TO DETAIL FOR MORE INFORMATION./20 a2.43 T.O. TRUSS 21' - 8" T.O. MASONRY WALL CMU VENEER WEATHER BARRIER a2.42 13 a2.42 7 1" AIRSPACE *REFER TO DETAIL FOR MORE INFORMATION./20 a2.43 T.O. TRUSS1' - 4"1' - 4"4' - 0"8"1" AIRSPACE 21' - 8" T.O. MASONRY WALL 1/2" a2.42 13 a2.42 7 BRICK WEATHER BARRIER *REFER TO DETAIL FOR MORE INFORMATION./20 a2.43 1/2" 1/2" 1/2" a2.42 13 a2.42 7 20' - 1" T.O. EIFS WALL WEATHER BARRIER RIGID INSULATION R-38 MINIMUM ROOF MEMBRANE TO WRAP OVER THE TOP OF THE PARAPET CAP WEATHER BARRIER OVER SHEATHING 2" EIFS SYSTEM T.O. TRUSS 10" 2' - 0" 1" MIN. SPRAY FOAM INSULATION @ WALL/ROOF TRANSITION STEEL ANGLE PER STRUCTURAL STEEL DECKING PER STRUCTURAL CONTINUOUS STEEL SLOPING GUTTER @ 1/8" PER FOOT MIN. TO DOWNSPOUTS 10" x 2" HSS - SEE STRUCTURAL. MITER CORNERS, GRIND ALL WELDS SMOOTH, PRIME W/ (2) COATS OF PAINT SW 7048 - URBANE BRONZE RECESSED SOFFIT LIGHTING 10" x 2" H.S.S. BEYOND - SEE STRUCTURAL TONGUE AND GROOVE WOOD SOFFIT PANEL 3/8"/FT. MIN. PER PLAN 5/8" DENS DECK SINGLE PLY ROOF MEMBRANE - WRAP DENS DECK, GUTTER, AND UP WALL.B.O. SOFFIT1/2"WELD MEMBRANE TO TOP OF STEEL TUBE4" CONNECTION TO WALL - SEE STRUCTURAL METAL FLASHING WITH DRIP EDGE BACKWRAP TERMINATION 4" DOWNSPOUT BEYOND a2.43 8 PER ELEVATIONTIEBACK - SEE ELEVATION AND STRUCTURAL WALL TYPE PER PLAN BITUTHANE -WRAP AROUND STEEL TAB AND DIRECTLY ONTO PLYWOOD SHEATHING -UNDER BUILDING PAPER INSTALL ATTACH TO WOOD FRAMING - SEE STRUCTURAL 1" WEATHER RESISTIVE BARRIER - WRAP SILL TYP. EIFS SYSTEM 7 1/2" 3/8" BACKER ROD AND SEALANT METAL SOFFIT SYSTEM ATTACHED TO STRUCTURE ABOVE SOFFIT TERMINATION PER MANUFACTURER BACKWRAP TERMINATION EIFS SYSTEM 20 GUAGE (2) SIDED DRAIN COVER - ATTACH TO BASE PRE-FINISHED TO MATCH WALL 20 GAUGE BASE ATTACHMENT FOR DRAIN COVER - PROVIDE PRE- DRILLED HOLES & THREADED RECEIVER @ 24" O.C. - BOTH SIDES - ATTACH WITH FLAT HEAD FASTENERS PIPE BRACKET @ 72" O.C. TO SUPPORT/ALIGN DRAIN EIFS SYSTEM SEALANT SEALANT erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a2.43 roof detailsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl ck 12.20.2019 180404 permit set 1" = 1'-0" EIFS parapet @ drive-up canopy10 1" = 1'-0" CMU veneer parapet18 1" = 1'-0" brick parapet19 1" = 1'-0" EIFS parapet20 1 1/2" = 1'-0" canopy section3 3" = 1'-0" canopy support8 3" = 1'-0" soffit termination9 6" = 1'-0" downspout at storefront2 no. desc. date gc t.o. masonry wall cap +21' -11" t.o. masonry wall cap +21' -11" a b t.o. rear canopy +9' -4" b.o. drive through canopy +11' -6" t.o. drive through canopy +16' -10" t.o. EIFS wall cap +20' -4" t.o. finished floor +0' -0" j P7 P8 P9 P8 TYP. 1 a4.12 181333 566 6 7 7 8 9 912 12 12 13 14 15 15 15 15 1616 22 25 TYP 24 TYP 25 TYP 24 25 TYP TYP 27 27 27 29 7' - 4"1' - 3"6' - 0"2' - 1"8' - 8"23 P8 10"4' - 8"10"3' - 6"10"1' - 4"5' - 8" 3 a4.22 17 4 EQ EQ 3 a2.43 a2.43 81/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 26 1 1210 a5.11 2 TYP a5.11 3 TYP 1362 b.o. high roof +17' -6" t.o. high roof +21' -0"t.o. masonry wall cap +21' -11" t.o. masonry wall cap +21' -11" t.o. rear canopy +9' -4" t.o. sun shade +7' -9" 2 a4.11 b.o. entrance header +8' -1" t.o. EIFS wall cap +20' -4" t.o. finished floor +0' -0" 13 9 P7 CLR. P8 P8 TYP. P8 2 a4.21 3 a4.21 1 2 33333 566 6 7 7 99 1112 12 12 14 15 1516 21 22 22 22 25 25 24 TYP TYP TYP 27 29 22 7' - 4" TYP.EQEQ EQEQ EQEQ 1' - 8 1/8"1' - 6"7' - 2 1/8"2' - 10"6' - 2"8' - 11"3' - 7 1/2"6' - 2" a5.11 2 TYP 10 a6.12 5 a6.12 1' - 2"17 1/2" 1/2" 1/2" 1/2" 18 a5.11 3 TYP 1012 a5.11 2 TYP 1210 EMPEROR 4" X 16" BRICK VENEER COMBED FACE BASALITE CMU VENEER - 8" X 24" legend: EIFS METAL PANEL exterior color schedule: P7 COLOR: SHERWIN WILLIAMS SW7026 GRIFFIN P8 COLOR: SHERWIN WILLIAMS SW7048 URBANE BRONZE P9 COLOR: SHERWIN WILLIAMS SW6966 BLUEBLOOD CLR. COLOR: CLEAR ANODIZED ALUMINUM STOREFRONT keynotes: 1. BRICK VENEER WALL FINISH. 2. COMBED FACE CMU VENEER. 3. CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM. SEE DOOR AND WINDOW TYPES. 4. SOLDIER COURSE SILL. 5. INTERNALLY LIT SIGN, OWNER PROVIDED. GC TO PROVIDE BLOCKING IN WALL. SEE ELECTRICAL. 6. PRE-FINISHED METAL PARAPET CAP. SEE DETAIL 7. EIFS WALL FINISH. 8. DRIVE THROUGH CANOPY. 9. SACK EXPOSED CONCRETE STEM WALLS. 10. EIFS EXPANSION JOINT WITH EIFS 1" PAINTABLE REVEAL. COLOR TO MATCH EIFS -ALIGNED TO EDGE OF FRAME. SEE DETAIL 11. BIKE RACK. SEE DETAIL 12. EIFS 1" PAINTABLE REVEAL. COLOR TO MATCH EIFS -ALIGNED TO EDGE OF FRAME. SEE DETAIL 13. GAS METER; SEE MECHANICAL DRAWINGS. 14. FABRICATED STEEL CANOPY. 15. FULL BRICK SOLDIER COURSE. 16. HALF BRICK SOLDIER COURSE. 17. ROOF LINE SHOWN BEHIND PARAPET. 18. HOSE BIB; SEE PLUMBING DRAWINGS. 19. NOT USED, 20. DOWNSPOUT & PIPE THROUGH CURB. 21. 20 GA. ANODIZED ALUMINUM BREAK METAL TO MATCH STOREFRONT. 22. WALL LIGHTS; SEE ELECTRICAL. 23. DOWNSPOUT. COMPLETE WITH BRAKE METAL WRAP PER DETAILS AND FINISH AS NOTED. 24. (2) 1/4 COURSE STACK BOND IN PLACE OF SOLDIER CORNER. 25. (4) 1/4 COURSE STACK BOND IN PLACE OF SOLDIER CORNER. 26. PAINTABLE REVEAL IN EIFS FASCIA; ALIGN WITH CENTER OF COLUMN IN ISLAND BELOW. COLOR TO MATCH EIFS. 27. ALIGN EIFS REVEAL TO SOLDIER COURSE. 28. PAINTABLE REVEAL IN EIFS FASCIA; LOCATION MATCHED TO REVEALS IN WALL BEHIND. COLOR TO MATCH EIFS. 29. OVERFLOW DRAIN; SEE PLUMBING DRAWINGS. 0 general notes: A. DO NOT SCALE HATCH PATTERNS, THEY ARE REPRESENTATIONAL ONLY AND DO NOT INDICATE SIZE, COURSING, ETC. /13 a2.42 /1 a1.21 /3 a5.11 /2 a5.11 erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a3.11 elevationsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl ck 12.20.2019 180404 permit set 1/4" = 1'-0" east elevation1 1/4" = 1'-0" north elevation2 no. desc. date 1.2 8 1110 t.o. masonry wall cap +21' -11" t.o. masonry wall cap +21' -11" t.o. rear canopy +9' -4" t.o. sun shade +7' -9" 1 a4.11 b.o. drive through canopy +11' -6" t.o. drive through canopy +16' -10" t.o. drive through canopy +16' -10" t.o. EIFS wall cap +20' -4"t.o. EIFS wall cap +20' -4" t.o. finished floor +0' -0" t.o. finished floor +0' -0" 12 134 CLR. P8 TYP. P8 P7 P8 P9 4 a4.21 5.6 6.3 6.7 1 135 677 7 7 88 8 9 10 11 11 12 13 12 12 13 14 16 16 1616 1717 22 23 25 25 26 3' - 4"TYP. @ DRIVE- THROUGH ISLAND P8P8 a5.11 13 TYP. a5.11 3 TYP a5.11 2 TYP 22220 28 28 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 27 TYP. OF 3 30 a5.11 3 TYP 30 30 30 26 a5.11 2 TYP k i h f c b.o. high roof +17' -6" t.o. high roof +21' -0" t.o. masonry wall cap +21' -11" ab t.o. sun shade +7' -9" b.o. drive through canopy +11' -6" t.o. cmu wall cap +22' -0" b.o. entrance header +8' -1" t.o. drive through canopy +16' -10" t.o. EIFS wall cap +20' -4" t.o. finished floor +0' -0" P8 TYP. P8 P7 CLR. CLR. P8 P9 1 a4.12 1' - 6"1' - 6"7' - 4"1233 35 6 6 77 22 8 8 4 10 8 11 12 13 12151516 16 17 22 26 18' - 0"7 21 29 P8 a5.11 12 a5.11 2 TYP 3 a4.22 1/2" 1/2" 1/2" 1/2" 27 19 a5.11 2 TYP 26 30 EMPEROR 4" X 16" BRICK VENEER COMBED FACE BASALITE CMU VENEER - 8" X 24" legend: EIFS METAL PANEL exterior color schedule: P7 COLOR: SHERWIN WILLIAMS SW7026 GRIFFIN P8 COLOR: SHERWIN WILLIAMS SW7048 URBANE BRONZE P9 COLOR: SHERWIN WILLIAMS SW6966 BLUEBLOOD CLR. COLOR: CLEAR ANODIZED ALUMINUM STOREFRONT b.o. drive through canopy +11' -6" b.o. drive through canopy +11' -6" t.o. drive through canopy +16' -10" t.o. drive through canopy +16' -10" t.o. finished floor +0' -0" t.o. finished floor +0' -0" 1 1 7 8 11 255' - 5"5' - 2"3' - 1"3' - 2"EQ EQ7' - 5 1/4"7' - 5 1/2" a5.11 2 TYP 24 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" a5.11 3 TYP 303026 keynotes: 1. BRICK VENEER WALL FINISH. 2. COMBED FACE CMU VENEER. 3. CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM. SEE DOOR AND WINDOW TYPES. 4. METAL PANEL FASCIA. 5. SHAPED BRICK SILL. 6. INTERNALLY LIT SIGN, OWNER PROVIDED. GC TO PROVIDE BLOCKING IN WALL. SEE ELECTRICAL. 7. PRE-FINISHED METAL PARAPET CAP. SEE DETAIL 8. EIFS WALL FINISH. 9. FABRICATED STEEL CANOPY. 10. STOREFRONT SUNSHADE. SEE DETAIL 11. SACK EXPOSED CONCRETE STEM WALLS. 12. (4) 1/4 COURSE STACK BOND IN PLACE OF SOLDIER CORNER. 13. (2) 1/4 COURSE STACK BOND IN PLACE OF SOLDIER CORNER. 14. GAS METER; SEE MECHANICAL DRAWINGS. 15. WALL LIGHT; SEE ELECTRICAL DRAWINGS. 16. FULL BRICK SOLDIER COURSE. 17. 1/2 BRICK SOLDIER COURSE. 18. ROOF LINE SHOWN BEHIND PARAPET. 19. HOSE BIB; SEE PLUMBING DRAWINGS. 20. NIGHT DEPOSIT. COORDINATE HEIGHT DURING CONSTRUCTION. 21. KNOX BOX. 22. 20 GA. ANODIZED ALUMINUM BREAK METAL TO MATCH STOREFRONT. 23. BIKE RACK -SEE DETAIL 24. DOWNSPOUT -PAINTED TO MATCH ADJACENT. 25. NOT USED. 26. EIFS 1" PAINTABLE REVEAL. COLOR TO MATCH EIFS -ALIGNED TO EDGE OF FRAME SEE DETAIL 27. PAINTABLE REVEAL IN EIFS FASCIA; ALIGN WITH CENTER OF COLUMN IN ISLAND BELOW. COLOR TO MATCH EIFS. 28. METAL COLUMN SURROUND. 29. ADA DOOR PUSH-BUTTON OPENER FOR DOOR -SEE SPECIFICATIONS. 30. EIFS EXPANSION JOINT WITH EIFS 1" PAINTABLE REVEAL. -ALIGNED TO EDGE OF FRAME WHERE OCCURS SEE DETAIL 0 general notes: A. DO NOT SCALE HATCH PATTERNS, THEY ARE REPRESENTATIONAL ONLY AND DO NOT INDICATE SIZE, COURSING, ETC. /13 a2.42 /17 a6.12 /1 a1.21 /2 a5.11 /3 a5.11 erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a3.12 elevationsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl ck 12.20.2019 180404 permit set 1/4" = 1'-0" south elevation1 1/4" = 1'-0" west elevation3 1/4" = 1'-0" drive through reveals2 no. desc. date TT T 11 11 g 10 a3.21 b a d c a3.21h e f g womens 116 mens 117 2' - 0"2' - 0"1' - 7"1' - 4"2' - 0"2' - 0"1' - 6"1' - 6"4' - 3 5/16"2' - 0" 129.1 g.1 1 4 2 7 6 5 3 8 9 10 1 4 2 5 3 8 9 10 11 13 13 20 20 TYP. WAINSCOT HT.4' - 0"12 TYP. PL4 PL4 1 a3.23 12 TYP. PL4 PL3 PL4 1 a3.23 PL4 RB2 PL2 RB1 PL3 3' - 0"3' - 0"2 1/16" 10 a3.23 11 a3.23 13 a3.23 17 PL2 PL3 PL2 RB1 8 a3.23 7 a3.23 9 a3.23 3' CLEAR 2' - 0"2' - 0"2' - 0"2' - 9" 1 1/2" 2' - 0"2' - 0"2' - 0"2' - 9" 1 9/16" 15 16 PL2 PL3 PL2 RB1 3 a3.23 2 a3.23 1' - 0"3' - 0"3' - 0" 2' - 9"1' - 6"1' - 6" 19 PL2 PL3 PL2 RB1 4 a3.23 3' - 0"2' - 9"3' - 0"1 3/8" 1' - 3"3' - 0"2' - 9"3' - 0"1 3/8" 19 19 PL3 PL1 RB1 12 a3.23 2' - 6"2' - 6"2' - 6"1" 17 PL1 PL3 PL1 RB1 5 a3.23 4' - 1"2' - 9"2' - 6"1" 2"2' - 0"2' - 0"2' - 9"2' - 5" 14 17 PL1 ST1 a3.22 3 4' - 2 1/2"4' - 11 5/16" a3.23 A PL1 ST1 MEL keynotes: 1. MIRROR, CONTRACTOR PROVIDED AND INSTALLED. INSTALLATION HEIGHT TO COMPLY WITH ADA REGULATIONS AND TO BE CENTERED ABOVE SINK. SEE RESTROOM ACCESSORIES AND SPECIFICATIONS. 2. SURFACE MOUNTED SOAP DISPENSER PROVIDED BY OWNER. 3. SEMI-RECESSED TOWEL DISPENSER AND TRASH RECEPTACLE, CONTRACTOR PROVIDED AND INSTALLED. SEE RESTROOM ACCESSORIES AND SPECIFICATIONS. 4. LAVATORY; SEE PLUMBING DRAWINGS AND RESTROOM ACCESSORIES. 5. TOILET; SEE PLUMBING DRAWINGS AND RESTROOM ACCESSORIES. 6. URINAL; SEE PLUMBING DRAWINGS AND RESTROOM ACCESSORIES. 7. WALL MOUNTED URINAL PARTITION; SEE FINISH SCHEDULE AND RESTROOM ACCESSORIES FOR MOUNTING HEIGHTS. 8. GRAB BARS; SEE SPECIFICATIONS AND RESTROOM ACCESSORIES FOR MOUNTING HEIGHTS. 9. TOILET TISSUE DISPENSER; SEE SPECIFICATIONS. 10. SEAT COVER DISPENSER; SEE SPECIFICATIONS. 11. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL; SEE SPECIFICATIONS. 12. PLASTIC LAMINATE WAINSCOT; SEE FINISH SCHEDULE. 13. TACTILE SIGNAGE; SEE DETAIL 14. COPIER EQUIPMENT; SEE EQUIPMENT SCHEDULE. 15. REFRIGERATOR; SEE EQUIPMENT SCHEDULE. 16. DISHWASHER; SEE EQUIPMENT SCHEDULE. 17. FINISHED END PANEL. 18. FINISHED DIVIDER/ SUPPORT PANEL. 19. DUAL LOCKING CABINET AND DRAWERS. 20. FLOOR DRAIN. 0 general notes: A. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD; NOTIFY ARCHITECT IF DISCREPANCIES ARE FOUND. B. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION AND FINISH SCHEDULE FOR FINISH CALLOUT REFERENCES. C. SEE ADA RESTROOM ACCESSORIES DETAIL FOR INSTALLATION DIMENSION INFORMATION. D. ALL MILLWORK TO COMPLY WITH FRAMELESS CUSTOM GRADE CASEWORK STANDARDS PER NORTH AMERICAN ARCHITECTURAL WOODWORK STANDARDS US VERSION 3.0 SECTION 10 AND SPECIFICATIONS. E. CABINET DOORS AND DRAWER FACES TO BE FLUSH OVERLAY STYLE UNLESS OTHERWISE NOTED. F. ALL MILLWORK TO HAVE INTEGRAL FINISHED END PANEL WHERE EXPOSED; FINISH TO MATCH FACE. G. PROVIDE GROMMETS IN COUNTERTOPS WITH ELECTRICAL EQUIPMENT OR OUTLETS BELOW; COORDINATE LOCATIONS WITH OWNER ON SITE PRIOR TO CUTTING. H. PROVIDE SHOP DRAWINGS FOR ALL MILLWORK PER SPECIFICATIONS. /6 a5.11 /A a3.23 PL3 PL3 4' - 0"4' - 0" 6 a3.23 18 erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a3.21 interior elevationsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl/mt sb 12.20.2019 180404 permit set 1/2" = 1'-0" enlarged restroom plan 1/4" = 1'-0" 112 womens -northa 1/4" = 1'-0" 116 womens -eastb 1/4" = 1'-0" 116 womens -southc 1/4" = 1'-0" 116 womens -westd 1/4" = 1'-0" 117 mens -northe 1/4" = 1'-0" 117 mens -eastf 1/4" = 1'-0" 117 mens -southg 1/4" = 1'-0" 117 mens -westh 1/4" = 1'-0" 115 breakroom -eastj 1/4" = 1'-0" 115 breakroom -westi 1/4" = 1'-0" 105 teller storage -northk 1/4" = 1'-0" 105 teller storage -eastl 1/4" = 1'-0" 107 conference room -eastn 1/4" = 1'-0" 103 copy areao 1/4" = 1'-0" drinking fountainp 1/4" = 1'-0" 106 vault northm no. desc. date keynotes: 1. GROMMET OPENING IN TOP OF COUNTERTOP BOX TO RECEIVE SECURITY EQUIPMENT. COORDINATE LOCATION & SIZE WITH OWNER. PROVIDE BLACK EYELET. 2. GROMMET OPENING FOR POWER & DATA; CABLING TO RUN THROUGH LENGTH OF TELLER LINE AND DIVIDER PANELS. 3. MATRIX CABINET; PLASTIC LAMINATE DOORS ON A 3" WIDE FRAME TO CONCEAL POWER, DATA, AND CONTROL BOXES ON WALL BEHIND. 4. 1/4" TEMPERED GLASS, SMOOTH EDGES, SET FLUSH WITH TOP. 5. PNEUMATIC SYSTEM, PROVIDED BY OTHERS. 6. CABINET / DRAWER LOCK. 7. PLASTIC LAMINATE BASE TO FLOOR. 8. SUPPORT BRACKET; RICHELIEU EH1824B OR EQUIVALENT LOW- PROFILE HEAVY CAPACITY BRACKET. 9. UNDERCOUNTER STEEL CABINET; OWNER PROVIDED. 10. END PANEL TO CLOSE EQUIPMENT CHASE; 9" DEEP. 11. TELLER WINDOW TRANSACTION DRAWER; COORDINATE WITH OWNER'S EQUIPMENT SUPPLIER. 12. OPEN KNEE SPACE. 13. OWNER PROVIDED EQUIPMENT; SEE EQUIPMENT SCHEDULE. 14. TV; SEE EQUIPMENT SCHEDULE. PROVIDE BLOCKING IN WALL FOR MOUNTING BRACKET. 15. PARTIAL HEIGHT TELLER LINE DOOR BY MILLWORK PROVIDER; HARDWARE BY HARDWARE PROVIDER. SEE DOOR SCHEDULE. 0 general notes: A. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD; NOTIFY ARCHITECT IF DISCREPANCIES ARE FOUND. B. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION AND FINISH SCHEDULE FOR FINISH CALLOUT REFERENCES. C. ALL MILLWORK TO COMPLY WITH FRAMELESS CUSTOM GRADE CASEWORK STANDARDS PER NORTH AMERICAN ARCHITECTURAL WOODWORK STANDARDS US VERSION 3.0 SECTION 10 AND SPECIFICATIONS. D. CABINET DOORS AND DRAWER FACES TO BE FLUSH OVERLAY STYLE UNLESS OTHERWISE NOTED. E. ALL MILLWORK TO HAVE INTEGRAL FINISHED END PANEL WHERE EXPOSED; FINISH TO MATCH FACE. F. PROVIDE GROMMETS IN COUNTERTOPS WITH ELECTRICAL EQUIPMENT OR OUTLETS BELOW; COORDINATE LOCATIONS WITH OWNER ON SITE PRIOR TO CUTTING. G. PROVIDE SHOP DRAWINGS FOR ALL MILLWORK PER SPECIFICATIONS. FINISHED TELLER LINE MILLWORK TO BE INSPECTED BY ARCHITECT AND D.L. EVANS PRIOR TO DELIVERY AND INSTALLATION AT PROJECT. c 7 a3.22 5 a3.22 6 a3.22 8 a3.22 7 7"10"1' - 7"3' - 4"9"10"1' - 5"7"10"1' - 7"2' - 2 1/2"9"10"1' - 5"7"10"1' - 7"3' - 4"9"10"1' - 5"3' - 0"2' - 10"2' - 0"5' - 2" 1 1/2" 1' - 9"4' - 3" 1 1/2" 1' - 9"4' - 3" 1 1/2" 1' - 9" 2' - 7" TYP.1' - 6" TYP.1' - 11" TYP. 6.3 6.7 g.1 1 1 1 14 11 c 76.3 6.7 g.1 2 TYP. 2' - 1"3' - 0"2' - 1"6"a5.11 16 HARDWOOD WALL CAP, STAINED ST1 ALL SIDES, EASED EDGES; 1" OVERHANG FROM WALL BELOW ON ALL SIDES BLACK MELAMINE REVEAL PLASTIC LAMINATE PL1 FINISHED WALL WITH SIDE PANEL REVEALS; SEE ELEVATION 3/a3.22 SIDE PANEL REVEAL; SEE 3/a3.22 FOR LOCATIONS AND D/a3.22 FOR DETAIL 1"1/2"1/2" 1"2"PLASTIC LAMINATE PANEL PL1 WITH 3MM EDGE BANDING BLACK MELAMINE ON 3/4" SUBSTRATE 3/4"1/2"BLACK MELAMINE ON 3/4" SUBSTRATE PLASTIC LAMINATE PANEL PL1 WITH 3MM EDGE BANDING PLASTIC LAMINATE PL1 DIVIDER WALL 3/4"1/2"1 1/2" b - reveals at sidesa - standard panel reveal 16 a3.22 15 a3.22 a3.22 4 TYP. 7 126"11"1/2"PL1PL3 PL1 ST1 PL1MELPL3 MEL a3.22 3 16 a3.22 15 a3.22 8 TYP. 9 9 913 PL1 MEL PL3PL1MELPL3 ST1 a3.22 4 TYP.6"2' - 0"1/2"2' - 0"1/2"2"3/4" 1/2" 3' - 2"1/2"3' - 10"1/2"3/4" 3' - 4"3/4"1/2" 2' - 3 3/4" 1/2" 7 15 MEL PL1 a3.22 3 ST1 4' - 9"12 a3.22 13 a3.22 14 a3.22 3 5688 9 1011 12 14 PL1PL3RB2 PL1PL3 1"3' - 0"3' - 0"3' - 0"5' - 9 1/4"3/4"4' - 6"3/4"1' - 6"1' - 6"3' - 0"1" EQEQ PL1 PL1 PL1 PL1 PL3 PL1 4 SEE DETAILS 9 & 10 THIS SHEET2' - 10"6"2' - 0" 9" 3/4" 1' - 1 1/2" 3/4"1/4"3 3/4"2"10"4 SEE DETAILS 9 & 11 THIS SHEET 10 a3.22 3' - 0"3' - 0"3' - 4"2' - 10"4" 10&11 DOOR/DRAWER PULL, HAFELE BRUSHED NICKEL BAR PULL 117.97.662; TYP. SEALANT PLASTIC LAMINATE COUNTERTOP AND EDGE PLASTIC LAMINATE DRAWER WITH CABLING SPACE BEHIND 3/4" FRAMING AND BLOCKING BASE AS SCHEDULED PLASTIC LAMINATE CABINET AND DOORS MELAMINE ADJUSTABLE HEIGHT SHELVING WITH RECESSED HARDWARE (COLOR -ALMOND)4"3' - 0 1/2"3" 3/4"1 1/2"CLEAR 4" 2' - 1"3' - 4 1/2"1' - 6" DOOR/DRAWER PULL, HAFELE BRUSHED NICKEL BAR PULL 117.97.662; TYP. SEALANT PLASTIC LAMINATE COUNTERTOP AND EDGE PLASTIC LAMINATE DRAWERS WITH CABLING SPACE BEHIND 3/4" FRAMING AND BLOCKING BASE AS SCHEDULED 2' - 1"4"3' - 0 1/2"3' - 4 1/2"3" 3/4"1 1/2"CLEAR 4" SEALANT PLASTIC LAMINATE COUNTERTOP AND EDGE FLAT STEEL CONCEALED COUNTER SUPPORT PLASTIC LAMINATE DOORS CABLING AND EQUIPMENT BEHIND BLOCKING AS NEEDED TO AFFIX FRAME, TYP. 3" PLASTIC LAMINATE FRAME 3" PLASTIC LAMINATE FRAME DOOR PULL BEYOND, HAFELE BAR PULL 4" VERSION 117.97.6623' - 4 1/2"2' - 1" 3/4"1 1/2"8"1' - 0"6"X12" DOOR VENT 6"X12" DOOR VENT WINDOW TRIM PLASTIC LAMINATE BASE PLASTIC LAMINATE PANEL WITH 1/2" TYP. BLACK MELAMINE REVEAL REMOVABLE BLACK MELAMINE PANEL 3 ROWS OF 2"x4" OPENINGS FOR POWER & DATA; SEE 2/a3.22 FOR LOCATION COORDINATION FINISHED BOTTOM EDGE PLASTIC LAMINATE COUNTERTOP BOX PLASTIC LAMINATE ADJUSTABLE HEIGHT SHELVING WITH CONCEALED HARDWARE LOW PROFILE SUPPORT BRACKETS, TYP. 4" 4"1' - 0"2' - 6"2"6"5"1' - 0"27" CLEAR KNEE SPACEFINISHED BOTTOM EDGES 1"2' - 7"6"PLASTIC LAMINATE BASE REMOVABLE BLACK MELAMINE PANEL 3 ROWS OF 2"x4" OPENINGS FOR POWER & DATA; SEE 2/a3.22 FOR LOCATION COORDINATION FINISHED BOTTOM EDGES PLASTIC LAMINATE PANEL WITH 1/2" TYP. BLACK MELAMINE REVEAL LOW PROFILE SUPPORT BRACKETS, TYP. BANK EQUIPMENT 2' - 4"2' - 3"1 1/2"PER PLAN; VARIES 1' - 7"10"7"1 1/2" PER PLAN; VARIES 4' - 7"3' - 5 1/2"3' - 4"1' - 0"2 1/2"4"1' - 1"1/2"1' - 3 1/2"6"3 1/2" 2 1/4" 1 1/2" 4"4" FINISHED BOTTOM EDGE GROMMET OPENING erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a3.22 interior elevationsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl/mt sb 12.20.2019 180404 permit set 1/2" = 1'-0" 1 enlarged teller line plan 1/2" = 1'-0" 2 enlarged teller line section 3" = 1'-0" wall cap detail3 3" = 1'-0" panel reveal details4 1/2" = 1'-0" teller line -front5 1/2" = 1'-0" teller line -back6 1/2" = 1'-0" teller line half wall7 1/2" = 1'-0" teller window8 1" = 1'-0" check stand 3D section11 1" = 1'-0" check stand section10 1/2" = 1'-0" check writing stand9 1" = 1'-0" teller section 312 1" = 1'-0" teller section 413 1" = 1'-0" teller section 514 1" = 1'-0" teller line section ADA15 1" = 1'-0" teller line section std. height16 no. desc. date PLUMBER TO ADJUST PIPES TO FIT WITHIN SPACE SHOWN AND NOT INTRUDE ON REQUIRED CLEAR KNEE SPACE. MEASUREMENTS SHOWN ARE REGULATED BY ANSI 2009 STANDARDS AND MUST BE STRICTLY ADHERED TO. MIRROR AS SPECIFIED, 40" MAX. A.F.F. TO BOTTOM OF GLASS SEALANT AT ALL SEAMS AND SINK ADA COMPLIANT AUTOMATIC SENSOR FAUCET DROP-IN SINK; TOP OF RIM NOT TO EXCEED 34" A.F.F. PLASTIC LAMINATE COUNTER TOP, EDGE, AND BACKSPLASH PLASTIC LAMINATE APRON PROVIDE WHITE PROTECTIVE WRAP ON PIPES PER ANSI STANDARDS BLACK POWDER COATED STEEL SUPPORT BRACKET (450LB CAPACITY), RICHELIEU EH1818B OR EQUIVALENT; SEE ELEVATIONS FOR PLACEMENT KNEE SPACE 2' - 0"1 1/2"4"MIN. 8"MIN. CLEAR2' - 3"1' - 6" MIN.MIN.9"2' - 9 1/2"4"2' - 10" MAX.3' - 0"MELAMINE ADJUSTABLE HEIGHT SHELVING W/RECESSED HARDWARE (COLOR: ALMOND) DOOR/DRAWER PULL; HAFELE BRUSHED NICKEL BAR PULL 117.97.662, TYP. SEALANT PLASTIC LAMINATE COUNTER TOP, EDGE, AND BACKSPLASH DOOR/DRAWER PULL; HAFELE BRUSHED NICKEL BAR PULL 117.97.662, TYP. PLASTIC LAMINATE DRAWERS 3/4" FRAMING AND BLOCKING BASE AS SCHEDULED 1' - 3"2' - 6"1' - 10"2' - 10"4"2' - 6"4"2' - 1" 3/4"1 1/2"3" CLEAR 4" MELAMINE ADJUSTABLE HEIGHT SHELVING W/RECESSED HARDWARE (COLOR: ALMOND) DOOR/DRAWER PULL; HAFELE BRUSHED NICKEL BAR PULL 117.97.662, TYP. SEALANT PLASTIC LAMINATE COUNTER TOP, EDGE, AND BACKSPLASH DOOR/DRAWER PULL; HAFELE BRUSHED NICKEL BAR PULL 117.97.662, TYP. PLASTIC LAMINATE DRAWER 3/4" FRAMING AND BLOCKING BASE AS SCHEDULED PLASTIC LAMINATE CABINET AND DOORS MELAMINE ADJUSTABLE HEIGHT SHELVING W/RECESSED HARDWARE (COLOR: ALMOND)4"2' - 6"4"2' - 10"1' - 10"2' - 6"1' - 3" 2' - 1" 3/4"1 1/2"3" CLEAR 4" 1' - 6"7' - 2"PLASTIC LAMINATE ADJUSTABLE HEIGHT SHELVING W/ RECESSED HARDWARE 3/4" FRAMING AND BLOCKING BASE AS SCHEDULED4"2' - 10"7' - 2"3" 1' - 10" FIXED SHELF IF NEEDED FOR UNIT SUPPORT DOOR/DRAWER PULL; HAFELE BRUSHED NICKEL BAR PULL 117.97.662, TYP. PLASTIC LAMINATE CABINET AND DOORS MELAMINE ADJUSTABLE HEIGHT SHELVING W/RECESSED HARDWARE (COLOR: ALMOND) DOOR/DRAWER PULL; HAFELE BRUSHED NICKEL BAR PULL 117.97.662, TYP. SEALANT PLASTIC LAMINATE COUNTER TOP, EDGE, AND BACKSPLASH DOOR/DRAWER PULL; HAFELE BRUSHED NICKEL BAR PULL 117.97.662, TYP. PLASTIC LAMINATE DRAWER, SHORTENED TO PROVIDE CABLE ACCESS 3/4" FRAMING AND BLOCKING BASE AS SCHEDULED PLASTIC LAMINATE CABINET AND DOORS MELAMINE ADJUSTABLE HEIGHT SHELVING W/RECESSED HARDWARE (COLOR: ALMOND)4"2' - 6"4"2' - 10"2' - 0"2' - 6"1' - 3" 2' - 1" 3/4"1 1/2"3" CLEAR 4" 1' - 6" SEALANT, TYP. PLASTIC LAMINATE COUNTER TOP, EDGE, AND BACKSPLASH BLACK POWDER COATED IN-WALL CONCEALED SUPPORT BRACKET (1800 LB CAPACITY) ATTACHED TO BLOCKING IN WALL, RICHELIEU 6240142490 OR EQUIVALENT; SEE ELEVATIONS FOR PLACEMENT UPPER COUNTER @42" A.F.F. PLASTIC LAMINATE SUPPORT PANEL TO FLOOR LOWER COUNTER @30" A.F.F.4"8"4"2' - 6"1 1/2"WALL FINISH AS SPECIFIED WALL TYPE AS SPECIFIED NOTE: PAINT EXPOSED WOOD ENDS BLACK BELOW COUNTER SEALANT AT ALL SEAMS AND SINK PLASTIC LAMINATE COUNTER TOP, EDGE, AND BACKSPLASH DOOR/DRAWER PULL; HAFELE BRUSHED NICKEL BAR PULL 117.97.662, TYP. PLASTIC LAMINATE PANEL 3/4" FRAMING AND BLOCKING BASE AS SCHEDULED PLASTIC LAMINATE CABINET AND DOORS SINK; TOP OF RIM NOT TO EXCEED 34" A.F.F.4"2' - 5 1/2"4"2' - 10"2' - 1" 3/4"1 1/2"3"1 1/2"1' - 0"1 1/2"1' - 10"OPEN SHELVING MOUNTED WITH CONCEALED/INTERNAL SHELF BRACKETING (50LB + CAPACITY) AND CONNECTED TO ADJACENT CABINETS. INSTALL BRACKETS PER MFR. SPECS. FINISH ALL EXPOSED SIDES. MELAMINE ADJUSTABLE HEIGHT SHELVING W/RECESSED HARDWARE (COLOR: ALMOND) DOOR/DRAWER PULL; HAFELE BRUSHED NICKEL BAR PULL 117.97.662, TYP. SEALANT PLASTIC LAMINATE COUNTER TOP, EDGE, AND BACKSPLASH DOOR/DRAWER PULL; HAFELE BRUSHED NICKEL BAR PULL 117.97.662, TYP. PLASTIC LAMINATE DRAWER 3/4" FRAMING AND BLOCKING BASE AS SCHEDULED PLASTIC LAMINATE CABINET AND DOORS MELAMINE ADJUSTABLE HEIGHT SHELVING W/RECESSED HARDWARE (COLOR: ALMOND)4"2' - 5 1/2"4"2' - 9 1/2"1' - 10 1/2"2' - 4"1' - 0 1/2" 2' - 1" 3/4"1 1/2"3" MELAMINE ADJUSTABLE HEIGHT SHELVING W/RECESSED HARDWARE (COLOR: ALMOND) DOOR/DRAWER PULL; HAFELE BRUSHED NICKEL BAR PULL 117.97.662, TYP. SEALANT PLASTIC LAMINATE COUNTER TOP, EDGE, AND BACKSPLASH DOOR/DRAWER PULL; HAFELE BRUSHED NICKEL BAR PULL 117.97.662, TYP. PLASTIC LAMINATE DRAWERS 3/4" FRAMING AND BLOCKING BASE AS SCHEDULED4"2' - 5 1/2"4"2' - 9 1/2"1' - 10 1/2"2' - 4"1' - 0 1/2" 2' - 1" 3/4"1 1/2"3" MELAMINE FIXED SHELF (COLOR: ALMOND) DOOR/DRAWER PULL; HAFELE BRUSHED NICKEL BAR PULL 117.97.662, TYP. 3/4" FRAMING AND BLOCKING BASE AS SCHEDULED PLASTIC LAMINATE CABINET AND DOORS COAT ROD 4"6' - 8"2' - 0"5' - 5"3"7' - 0"1' - 9 1/2" 11 1/2"5' - 0"MELAMINE ADJUSTABLE HEIGHT SHELVING W/RECESSED HARDWARE (COLOR: ALMOND) DOOR/DRAWER PULL; HAFELE BRUSHED NICKEL BAR PULL 117.97.662, TYP. 3/4" FRAMING AND BLOCKING BASE AS SCHEDULED PLASTIC LAMINATE CABINET AND DOORS 4"2' - 10"3' - 10"2' - 0" 3"7' - 0"1' - 10" FIXED SHELF IF NEEDED FOR UNIT SUPPORT SEALANT PLASTIC LAMINATE COUNTER TOP, EDGE, AND BACKSPLASH DOOR/DRAWER PULL; HAFELE BRUSHED NICKEL BAR PULL 117.97.662, TYP. PLASTIC LAMINATE DRAWER, SHORTENED TO PROVIDE CABLE ACCESS 3/4" FRAMING AND BLOCKING BASE AS SCHEDULED PLASTIC LAMINATE CABINET AND DOORS MELAMINE ADJUSTABLE HEIGHT SHELVING W/RECESSED HARDWARE (COLOR: ALMOND)4"2' - 6"4"2' - 10"2' - 1" 3/4"1 1/2"3" CLEAR 4" 8" MIN.39" - 41"18" MIN.33" - 36" TO TOP7" - 9"MIN.4"39" - 41" MAX. 1' - 0" MIN. 3' - 6" 9"2' - 3"8"1' - 2"WHEN BELOW GRAB BAR2' - 9" MAX.18" MIN.MIN.1 1/2"2' - 7"8"1' - 10"TO OPERABLE PARTSMAXIMUM4' - 0"RESTROOM "WET" WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO 4'-0" A.F.F. MIN. (IBC SECTION 1210)SANITARY NAPKIN DISPOSALACCESSIBLE WATER CLOSETPAPER TOWEL DISPENSERWATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES OR SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT, TYP.LAVATORYSOAP DISPENSERLAVATORY / MIRRORMIN. CLEAR2' - 5"TO LAV. RIM2' - 10" MAX.TO DISPENSER OPENING3' - 8" MAX.42" MIN.1' - 6" MIN. 3' - 0" 4' - 3"ACCESSIBLE WATER CLOSET4" COVED WALL BASE MINIMUM (IBC SECTION 1210) RESTROOM FLOORS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE (IBC SECTION 1210) OUTSIDE DIAMETER OF GRAB BARS SHALL BE 1 1/4" MIN. TO 2" MAX. (ICC A117.1-2017 SECTION 609.2)URINAL8"2' - 8" MAX.17" - 19"1' - 5" MAX.NOTE: DIMENSIONS SHOWN AS A RANGE OR AS "MAX." OR "MIN." ARE DIMENSIONS REQUIRED TO MEET ACCESSIBILITY REQUIREMENTS AND ARE FOR REFERENCE ONLY. INSTALL ITEMS PER OTHER PROVIDED CONTROLLING DIMENSIONS FOR EACH ACCESSORY, WHICH IS INTENDED TO ALSO PROVIDE THE REQUIRED CLEARANCES. THIS IS A GENERIC ACCESSORY SCHEDULE, NOT ALL ACCESSORIES WILL APPLY TO EVERY PROJECT, SEE DRAWINGS AND SPECIFICATIONS. REFER TO AND VERIFY WITH MANUFACTURERS RECOMMENDED MOUNTING HEIGHTS. FIXTURES AND ACCESSORIES TO COMPLY WITH ANSI 117.1 2017 AND IBC 2015 SECTION 1210.1 2' - 6" MIN. 5' - 0"30" WIDE X 48" MIN. CLR. FLOOR SPACE AT SINK17" - 21"4' - 0"FOR WALL MOUNTED4' - 8" MIN. CLR.MIN. 3' - 0"MAX.1' - 0"3' - 6" MIN.FOR FLOOR MOUNTED4' - 11" MIN. CLR.MIN. 2' - 6" CLR.4' - 0" CLR. MIN.2' - 6" CLR. MIN.TO B.O. REFLECTIVE SURFACE3' - 4" MAX.MIN.9"MIN. 6"PARTITION6" MAX.MIN.9"25" MAX.18" MIN. TO OPENINGMIN. 2' - 0" MIN. 1' - 0"33" - 36"1 1/2" 1 1/2" 1 1/2"1 1/2"MIN. 2' - 0" MIN. 1' - 0"MIN. DEPTH1' - 2 1/2"30" WIDE X 48" MIN. CLR. FLOOR SPACE AT URINALBLOCKING IN WALL BLOCKING IN WALL general notes: A. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD; NOTIFY ARCHITECT IF DISCREPANCIES ARE FOUND. B. CONTRACTOR TO PROVIDE BLOCKING IN WALLS FOR ALL WALL MOUNTED ITEMS, INCLUDING ANY OWNER SUPPLIED AND INSTALLED ITEMS. C. SEE INTERIOR ELEVATIONS AND FLOOR PLAN FOR ADDITIONAL INFORMATION. D. ALL MILLWORK TO COMPLY WITH FRAMELESS CUSTOM GRADE CASEWORK STANDARDS PER NORTH AMERICAN ARCHITECTURAL WOODWORK STANDARDS US VERSION 3.0 SECTION 10 AND SPECIFICATIONS. E. CABINET DOORS AND DRAWER FACES TO BE FLUSH OVERLAY STYLE UNLESS OTHERWISE NOTED. F. ALL MILLWORK TO HAVE INTEGRAL FINISHED END PANEL WHERE EXPOSED; FINISH TO MATCH FACE. G. MILLWORK WITH EQUIPMENT, POWER, AND DATA BELOW COUNTERTOP TO RECEIVE GROMMETS IN COUNTERTOP; LOCATE GROMMETS ON SITE WITH OWNER. SEALANT PLASTIC LAMINATE COUNTER TOP, EDGE, AND BACKSPLASH BLACK POWDER COATED STEEL SUPPORT BRACKET (450LB CAPACITY), RICHELIEU EH1818B OR EQUIVALENT; SEE ELEVATIONS FOR PLACEMENT 1' - 7"4"3' - 6"3/4"1 1/2"BASE AS SCHEDULED erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a3.23 millwork detailsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl/mt sb 12.20.2019 180404 permit set 1" = 1'-0" restroom counter1 1" = 1'-0" storage at drawers2 1" = 1'-0" storage at cabinet3 1" = 1'-0" storage at tall cabinet4 1" = 1'-0" copy at cabinet5 1" = 1'-0" vault counter6 1" = 1'-0" breakroom at sink7 1" = 1'-0" breakroom at cabinet8 1" = 1'-0" breakroom at drawers9 1" = 1'-0" breakroom at tall cabinet 110 1" = 1'-0" breakroom at tall cabinet 211 1" = 1'-0" conference room cabinet12 1/2" = 1'-0" ada restroom accessoriesA 1" = 1'-0" breakroom at lunch counter13 no. desc. date lhfc b.o. trusses +11' -4" b.o. high roof +17' -6" t.o. high roof +21' -0" t.o. masonry wall cap +21' -11" t.o. masonry wall cap +21' -11" a b b.o. drive through canopy +11' -6" t.o. cmu wall cap +22' -0" t.o. drive through canopy +16' -10" t.o. EIFS wall cap +20' -4" t.o. finished floor +0' -0" 1 a4.12 15' - 9" 15' - 2" 15' - 9" 15' - 2" 15' - 8" 1/2" / 1'-0"1/2" / 1'-0"1/2" / 1'-0"1/2" / 1'-0" a4.21 1 a4.21 2 OPP. j.5g.1 teller line 104 walkway 102 officer's deck 103 office 111 11233344 5 5 6 8 710 7 10 9 14 13 11 14912 a2.42 1 l k i f c b.o. trusses +11' -4" b.o. trusses +11' -4" b.o. high roof +17' -6" t.o. high roof +21' -0" t.o. masonry wall cap +21' -11" ab b.o. drive through canopy +11' -6" t.o. cmu wall cap +22' -0" t.o. drive through canopy +16' -10" t.o. EIFS wall cap +20' -4" t.o. finished floor +0' -0" t.o. finished floor +0' -0" 1 a4.12 15' - 7"15' - 9"15' - 2"15' - 7" 1/2" / 1'-0"1/2" / 1'-0"1/2" / 1'-0" a4.22 1 a4.21 4 OPP. j.5 g.1 entry vestibule 101 lounge 108 conference room 107 15 16 13 12 1234 5 7 10 911 14 14 12 keynotes: 1. MECHANICAL EQUIPMENT; SEE MECHANICAL DRAWINGS. 2. FULLY ADHERED SINGLE PLY ROOF OVER R-30 MIN. POLYISO INSULATION. 3. PARAPET BEYOND. 4. METAL DECK; SEE STRUCTURAL DRAWINGS. 5. TRUSS; SEE STRUCTURAL DRAWINGS. 6. NOT USED. 7. SUSPENDED CEILING CLOUD; SEE REFLECTED CEILING PLAN. 8. SOFFIT/HEADER. 9. EIFS SYSTEM APPLIED TO WALL. 10. LAY-IN ACOUSTICAL CEILING TILE. 11. SOUND INSULATION IN WALL TO STRUCTURAL DECK, TYP. ALL INTERIOR WALLS. 12. METAL PANEL SYSTEM. 13. VAPOR BARRIER UNDER SLAB PER SOILS REPORT 14. LIGHT FIXTURE -SEE ELECTRICAL DRAWINGS. 15. KNOX BOX. SEE DETAIL 16. ADA DOOR PUSH-BUTTON OPENER FOR DOOR -SEE SPECIFICATIONS AND DETAIL 17. CANOPY COLUMN W/ CMU VENEER WALL FINISH, SEE DETAIL 0 general notes: A. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD; NOTIFY ARCHITECT IF DISCREPANCIES ARE FOUND. B. MECHANICAL EQUIPMENT HEIGHTS TO BE COORDINATED ON SITE WITH MECHANICAL ENGINEER AND ARCHITECT. /12 a5.11 /12 a5.11 /13 a5.11 erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a4.11 sectionsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl ck 12.20.2019 180404 permit set 1/4" = 1'-0" section1 1/4" = 1'-0" section2 no. desc. date 3 1162 b.o. trusses +11' -4" b.o. trusses +11' -4" b.o. high roof +17' -6" t.o. high roof +21' -0"t.o. masonry wall cap +21' -11" 2 a4.11 1 a4.11 t.o. cmu wall cap +22' -0" t.o. finished floor +0' -0" t.o. finished floor +0' -0" 12 13 a4.22 2 3 a4.21 9.16.4 officer's deck 103 entry vestibule 101 breakroom 115 17 18 13 10 5 1 4 3 8 2 5 3 4 1 8 2 3 15 1577 7 16 6 11 14 9 12 10 keynotes: 1. FULLY ADHERED SINGLE PLY ROOF OVER R-30 POLYISO INSULATION. 2. PRE-FINISHED METAL PARAPET CAP. 3. PARAPET BEYOND -ROOFING ON WALL, UP TO & UNDER WALL CAP. 4. METAL DECK; SEE STRUCTURAL DRAWINGS. 5. TRUSS; SEE STRUCTURAL DRAWINGS. 6. VAPOR BARRIER UNDER SLAB PER SOILS REPORT. 7. SUSPENDED CEILING CLOUD; SEE REFLECTED CEILING PLAN. 8. ROOF MOUNTED HVAC UNITS; SEE MECHANICAL DRAWINGS. 9. LAY-IN ACOUSTICAL CEILING TILE. 10. SOUND INSULATION IN WALL TO STRUCTURAL DECK -TYP. ALL INTERIOR WALLS. 11. MILLWORK, SEE & 12. GLAZING & WOOD DOORS W/GLASS LITES IN ALUMINUM STOREFRONT @ OFFICES 13. PENDANT LIGHT -SEE RCP AND ELECTRICAL DRAWINGS. SEE WALL SECTION DETAIL FOR HEIGHTS. 14. WOOD DOORS IN HOLLOW METAL FRAMES 15. DRYWALL EXPANSION JOINT -SEE RCP FOR OTHER LOCATIONS & DETAILS 16. HVAC DUCT WORK LOCATE IN TRESS WEBS. SEE MECHANICAL. 17. BIKE RACK. 18. ALUMINUM STOREFRONT & GLAZING @ BRANCH ENTRY 0 general notes: A. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD; NOTIFY ARCHITECT IF DISCREPANCIES ARE FOUND. /5 a3.23 /10 a3.23 erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a4.12 sectionsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl ck 12.20.2019 180404 permit set 1/4" = 1'-0" section1 no. desc. date c t.o. sun shade +7' -9" t.o. EIFS wall cap +20' -4" a5.11 20 a6.12 12 a6.12 2 a2.43 10 OPP. OPP.3' - 0"3' - 3"3"5 1/2" CELLULOSE BLOW-IN INSULATION TELLER WINDOW 2" EIFS SYSTEM EXPOSED CONCRETE STEM WALL -SACK FINISH 2" EIFS SYSTEM RIGID INSULATION OVER METAL DECK - R-38 MINIMUM l 3"a5.11 20 a6.12 11 a6.12 1 a2.43 20 OPP. OPP.11' - 1"6' - 1"2' - 11"5 1/2" CELLULOSE BLOW-IN INSULATION WINDOW PER SCHEDULE EXPOSED CONCRETE STEM WALL -SACK FINISH 2" EIFS SYSTEM RIGID INSULATION OVER METAL DECK - R-38 MINIMUM f b.o. trusses +11' -4" b.o. trusses +11' -4" t.o. masonry wall cap +21' -11" a2.43 19 a6.12 4 a6.12 14 a5.11 193"a6.12 17 OPP. OPP.2' - 4"1' - 4" 4' - 0" 8" 3' - 8" 8" 6' - 1"3" 1' - 4"1' - 4"1/2" 1/2" 1/2" 1/2" 5 1/2" CELLULOSE BLOW-IN INSULATION WINDOW PER SCHEDULE EXPOSED CONCRETE STEM WALL -SACK FINISH RIGID INSULATION OVER METAL DECK -R-38 MINIMUM HALF SOLDIER COURSE BRICK HALF SOLDIER COURSE BRICK FULL SOLDIER COURSE BRICK BRICK l t.o. finished floor +0' -0" t.o. finished floor +0' -0"3"a5.11 18 a6.12 8 a2.43 18 OPP. a6.12 3 OPP.2' - 11"6' - 1"12' - 8"5 1/2" CELLULOSE BLOW-IN INSULATION WINDOW PER SCHEDULE CMU VENEER EXPOSED CONCRETE STEM WALL -SACK FINISH RIGID INSULATION OVER METAL DECK - R-38 MINIMUM erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a4.21 wall sectionsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl ck/kp 12.20.2019 180404 permit set 3/4" = 1'-0" wall section1 3/4" = 1'-0" wall section2 3/4" = 1'-0" wall section4 3/4" = 1'-0" wall section3 no. desc. date l k t.o. masonry wall cap +21' -11" t.o. masonry wall cap +21' -11" j.5 a6.11 10 a6.12 5 a6.12 10 a2.42 4 2' - 2"4' - 11"3' - 6" MAX.5' - 0" MAX.4' - 8" OPP.10' - 4" APPROX.9' - 5"12' - 10" APPROX.6' - 11"11' - 7" APPROX.8' - 2"OPP. a5.11 12 2 b.o. high roof +17' -6" b.o. high roof +17' -6" t.o. high roof +21' -0" t.o. high roof +21' -0" b.o. entrance header +8' -1" b.o. entrance header +8' -1" t.o. finished floor +0' -0" t.o. finished floor +0' -0" a6.11 9 a6.12 5 a6.12 10 a2.42 3 OPP. OPP. b.o. trusses +11' -4" b.o. rear entry canopy +8' -6" t.o. EIFS wall cap +20' -4" 12 a6.11 10 a2.43 20 a2.43 3 OPP. a2.43 8 OPP. a6.11 3 OPP. 5 1/2" CELLULOSE BLOW-IN INSULATION DOOR PER SCHEDULE 2" EIFS SYSTEM RIGID INSULATION OVER METAL DECK - R-38 MINIMUM erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a4.22 wall sectionsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl ck/kp 12.20.2019 180404 permit set 3/4" = 1'-0" wall section1 3/4" = 1'-0" wall section2 3/4" = 1'-0" wall section3 no. desc. date wall types: *ALL INTERIOR PARTITION WALLS TO STRUCTURAL DECK UNLESS NOTED OTHERWISE. SEE DETAILS AND 1. MASONRY BRICK VENEER 2. 1" AIR SPACE 3. (2) LAYERS 15# BUILDING PAPER 4. 7/16" APA RATED SHEATHING 5. R-19 BATT INSULATION 6. 5/8" GYPSUM WALLBOARD. APPLY TO 6" ABOVE CEILING ON EXTERIOR PERIMETER WALLS IN ROOMS WITHOUT EXPOSED STRUCTURE. 7. 2x6 WOOD STUD 1" EXTERIOR BRICK VENEER 1 2 3 4 W-1 1. 1/8" PLASTER BASECOAT AND FINISH 2. REINFORCING MESH* 3. 2" RIGID INSULATION BOARD 4. ADHESIVE 5. (2) LAYERS 15# BUILDING PAPER 6. 7/16" APA RATED SHEATHING 7. R-19 BATT INSULATION 8. 5/8" GYPSUM WALLBOARD. APPLY TO 6" ABOVE CEILING ON EXTERIOR PERIMETER WALLS IN ROOMS WITHOUT EXPOSED STRUCTURE. 9. 2x6 WOOD STUD EXTERIOR EIFS WALL 1 2 3 4 6 7 8 W-4 5 S-1 1. 3 5/8" METAL STUD @ 16" O.C. 2. (1) LAYER 5/8" GYPSUM WALLBOARD. APPLY ONLY TO SIDE OPPOSITE ROOF DRAIN LOCATION. 3. ACOUSTIC INSULATION 1 2 3 INTERIOR* METAL STUD PARTITION WALL S-2 1. 6" METAL STUD @ 16" O.C. 2. (1) LAYER 5/8" GYPSUM WALLBOARD. APPLY TO EACH SIDE OF METAL STUD 3. ACOUSTIC INSULATION 1 2 3 INTERIOR* METAL STUD PARTITION WALL S-3 1. 8" METAL STUD @ 16" O.C. 2. (1) LAYER 5/8" GYPSUM WALLBOARD. APPLY TO EACH SIDE OF METAL STUD 3. ACOUSTIC INSULATION 1 2 3 INTERIOR* METAL STUD PARTITION WALL S-4 1. 3 5/8" METAL STUD @ 16" O.C. 2. WALL FINISH BY MILLWORK SUBCONTRACTOR. SEE INTERIOR ELEVATIONS. 1 2 INTERIOR METAL STUD PARTIAL HEIGHT WALL 1. R-19 BATT INSULATION 2. 5/8" GYPSUM WALLBOARD 3. 2x6 WOOD STUD W-5 1 2 EXTERIOR VESTIBULE 3 6 7 5 W-7 1. 2x6 WOOD STUD 2. (1) LAYER 5/8" GYPSUM WALLBOARD. APPLY PARALLEL TO EACH SIDE OF WOOD STUD 3. ACOUSTIC INSULATION 1 2 3 INTERIOR* WOOD STUD PARTITION WALL *ALL EIFS WALLS TO RECEIVE HIGH- IMPACT REINFORCING MESH ON BOTTOM 6'-0" (MIN.) OF WALL. 1. MASONRY BRICK VENEER 2. 2 1/2" AIR SPACE 3. (2) LAYERS 15# BUILDING PAPER 4. 7/16" APA RATED SHEATHING 5. R-19 BATT INSULATION 6. 5/8" GYPSUM WALLBOARD. APPLY TO 6" ABOVE CEILING ON EXTERIOR PERIMETER WALLS IN ROOMS WITHOUT EXPOSED STRUCTURE. 7. 2x6 WOOD STUD 2 1/2" W-2 1 2 3 46 7 EXTERIOR BRICK VENEER ABOVE CONFERENCE ROOM 5 1. CMU VENEER 2. 1" AIR SPACE 3. (2) LAYERS 15# BUILDING PAPER 4. 7/16" APA RATED SHEATHING 5. R-19 BATT INSULATION 6. 5/8" GYPSUM WALLBOARD. APPLY TO 6" ABOVE CEILING ON EXTERIOR PERIMETER WALLS IN ROOMS WITHOUT EXPOSED STRUCTURE. 7. 2x6 WOOD STUD 1" EXTERIOR CMU VENEER 1 2 3 4 W-3 6 7 5 9 1. TPO ROOFING MEMBRANE 2. 7/16" APA RATED SHEATHING 3. (2) LAYERS 15# BUILDING PAPER UNDER ROOFING 4. R-19 BATT INSULATION 5. 5/8" GYPSUM WALLBOARD 6. 2x6 WOOD STUD W-6 1 3 EXTERIOR VESTIBULE @ HIGH ROOF 5 4 6 2 /2 a2.32 /3 a2.32 *ALL INTERIOR PARTITION WALLS TO STRUCTURAL DECK UNLESS NOTED OTHERWISE. SEE DETAILS AND /2 a2.32 /3 a2.32 *ALL INTERIOR PARTITION WALLS TO STRUCTURAL DECK UNLESS NOTED OTHERWISE. SEE DETAILS AND /2 a2.32 /3 a2.32 erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a5.01 wall typesnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl ck 12.20.2019 180404 permit set no. desc. date RECESSED KNOX BOX PER REXBURG FIRE DEPT. BOX TO BE PLACED AT GROUT JOINTS (LOWER CORNER OF STONE) CMU VENEER,5' - 0" MAX.DOOR OPERATOR PUSH BUTTON 3' - 6" MAX18 GAUGE THROUGH WALL GALVANIZED FLASHING TYPICAL @ BRICK / CONCRETE CONNECTION, SET IN CONTINUOUS CAULKING - CONTINUOUS BEAD AT CHAMFER/DROPPED EDGE WEEPS @ 24" O.C. WALL TYPE PER PLANS AIR GAP PER WALL TYPE WEATHER RESISTANT BARRIER 3/4" CHAMFER - TYPICAL1/2"ALIGNRIGID R-5 PERIMETER INSULATION grid CMU VENEER 1" FULL SOLDIER COURSE BRICK 18 GAUGE THROUGH WALL GALVANIZED FLASHING TYPICAL @ BRICK / CONCRETE CONNECTION, SET IN CONTINUOUS CAULKING - CONTINUOUS BEAD AT CHAMFER/DROPPED EDGE WEEPS @ 24" O.C. WALL TYPE PER PLANS AIR GAP PER WALL TYPE WEATHER RESISTANT BARRIER 3/4" CHAMFER - TYPICAL1/2"ALIGNRIGID R-5 PERIMETER INSULATION grid 1" 18 GAUGE METAL FLASHING WITH DRIP EDGE SACK ALL EXPOSED FOUNDATION WALLS TO 2" BELOW FINISHED GRADE RIGID R-5 PERIMETER INSULATION WALL TYPE PER PLAN 3/4" CHAMFER STARTER STRIP WITH WEEP SCREED BACKWRAP MESH AT INSULATION BOARD TERMINATION grid EIFS SYSTEM grid grid 2' - 7"2' - 7" 1' - 6 3/4" CMU CAP -TO MATCH SILL UNDER WINDOW AT CMU WALL 3/4" PLYWOOD BACKING - ALL SIDES 8" METAL STUDS TO FURR AROUND STRUCTURAL COLUMN BRAKE METAL WRAP AROUND FURRING -PAINT URBANE BRONZE -SEE ELEVATIONS FOR SEAM LOCATIONS INSTALL FURRING SO BRAKE METAL ALIGNS WITH LINE OF GRADE CHANGE ON BRICK SILL -ALL SIDES 3" DIA. CANOPY DRAIN PIPE, WHERE OCCURS PIPE BRACKET @ 72" O.C. TO SUPPORT/ALIGN DRAIN, WHERE OCCURS1' - 6 3/4"1 1/2"15 a5.11 CMU OUTLINE BELOW FRAMING TRACK AND/OR PLYWOOD MAY NEED TO BE TRIMMED TO FIT DRAIN CMU CAP -SOLID BEVEL, BASALITE PRODUCT NO. 12404S GROUND FACE CMU VENEER -PER ELEVATIONS ARRANGE JOINTS AS ILLUSTRATED 1"3' - 4"3 5/8"14 a5.11 2' - 4" GRID GRID BRICK CORNERS - TYPICAL BRICK VENEER AIR GAP TYPICAL U.N.O. - SEE WALL TYPES a5.01 STUD FRAMING - TYPICAL WEATHER BARRIER INTERIOR FINISH - TYPICAL SHEATHING - SEE STRUCTURAL CMU VENEER WALL PER PLAN EIFS SYSTEM WEATER RESISTANT BARRIER 3/4" BACKER ROD + SEALANT EXPANSION JOINT 1" AIR GAP PER WALL TYPE WALL PER PLAN BACKWRAP MESH AT INSULATION BOARD TERMINATION L METAL AT INSULATION BOARD TERMINATION SEMI-RECESSED CABINET AND EXTINGUISHER AS SPECIFIED ROLLED EDGE SEALANT - ALL SIDES WALL PER PLAN3 1/2"2 1/2"4' - 0"1' - 1"2' - 3 1/2"SEMI-RECESSED FIRE CABINET ROLLED EDGE ON CASING ELEVATION PLAN FINISHED FLOORNO MORE THAN 60" TO T.O. EXTINGUISHERTAPE AND JOINT COMPOUND DRYWALL CLARK DIETRICH ZINC CONTROL JOINT STEEL STUD 3.5" x 9" x 3/8" BASE PLATE W/ T.S. POST WELD CONNECTION TO PLATE 3/8" DIA. THROUGH-BOLT TO ANCHOR @ 24" O.C. STUDS TO POST T.S. 3.5" x 3.5" x 5/16" POST (4) 3/8" DIA. x 3 1/2" ANCHOR BOLTS - DRILL & EPOXY IN PLACE STEEL STUDS PER WALL SCHEDULE PLASTIC LAMINATE ON 3/4" PLYWOOD SUBSTRATE, TYP.; COORDINATE WITH MILLWORK STAINED WOOD CAP ABOVE 3.5" x 9" x 3/8" BASE PLATE W/ T.S. POST WELD CONNECTION TO PLATE (4) 3/8" DIA. x 3 1/2" ANCHOR IN PLACE BOLTS - DRILL & EPOXY STAINED WOOD CAP STEEL STUDS PER WALL SCHEDULE T.S. 3.5" x 3.5" x 5/16" POST 3/8" DIA. THROUGH-BOLT TO ANCHOR STUDS TO POST @ 24" O.C. STEEL STUDS PER WALL TYPES BLACK MELAMINE MILLWORK REVEAL 2 5/8"SEE ELEVATIONS FOR OVERALL HEIGHTACCESSIBLE SYMBOL WHERE OCCURS COMPLY WITH ICC/ANSI 703.4 PICTOGRAM CHARACTER WHERE OCCURS COMPLY WITH ICC/ANSI 703.6 BRAILLE CHARACTERS COMPLY WITH ICC/ANSI 703.5 CHARACTERS AS SPECIFIED COMPLY WITH ICC/ANSI 703.2 SIGN TEXTROOM NO. SIGNAGE SCHEDULE 109 MEN SEE SPECIFICATIONS FOR DETAILS 108 WOMEN WOMEN AS SPECIFIED AS SPECIFIED 5' - 0"IN FRONT OF SIGN 18" MIN. CLEARANCE WIDTH 9" O.C. WALL PER PLAN EIFS SYSTEM PER MANUFACTURER BACKWRAP TERMINATION REVEAL CHANNEL, SEE ELVATIONS FOR LOCATIONS 1" REVEAL CHANNEL, SEE ELEVATIONS FOR LOCATIONS WALL PER PLAN 0' - 1" grid CMU CAP -SOLID BEVEL, BASALITE PRODUCT NO. 12404S GROUND FACE 3/4" PLYWOOD BACKING - BOTH SIDES BRAKE METAL WRAP AROUND FURRING -PAINT URBANE BRONZE -SEE ELEVATIONS FOR SEAM LOCATIONS1' - 6 3/4" DRIP EDGE FLASHING, PAINT URBANE BRONZE 3 5/8"1" AIR GAP2 1/2"1 1/2" 2' - 4" 3" DIA. CANOPY DRAIN PIPE, WHERE OCCURS. PIPE BRACKET @ 72" O.C. TO SUPPORT/ALIGN DRAIN, WHERE OCCURS a5.11 18 sim TIE IN TO ON SITE STORMWATER SYSTEM, COORDINATE BASEPLATE LOCATION PER STRUCTURAL DRAWINGS BRICK VENEER WALL PER PLAN EIFS SYSTEM WEATER RESISTANT BARRIER 3/4" BACKER ROD + SEALANT EXPANSION JOINT 1" AIR GAP PER WALL TYPE BACKWRAP MESH AT INSULATION BOARD TERMINATION L METAL AT INSULATION BOARD TERMINATION WALL PER PLANS LAP CORNER MESH PER MANUFACTURER'S RECOMMENDATION GRID GRID erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a5.11 detailsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl kp/ck 12.20.2019 180404 permit set 3/4" = 1'-0" knox box/door operator elevation12 3" = 1'-0" flashing detail @ cmu veneer18 3" = 1'-0" flashing detail @ brick veneer19 3" = 1'-0" flashing detail @ eifs20 1" = 1'-0" canopy column furring14 1" = 1'-0" canopy column elevation13 1 1/2" = 1'-0" typical brick corner (cmu similar)8 1 1/2" = 1'-0" cmu / eifs transition (brick similar)9 1" = 1'-0" fire extinguisher cabinet1 6" = 1'-0" gypsum wallboard expansion joint4 3" = 1'-0" tube steel support @ partial height walls16 3" = 1'-0" tactile signage display6 3" = 1'-0" eifs expansion joint3 3" = 1'-0" eifs reveal2 1 1/2" = 1'-0" canopy column section15 3" = 1'-0" brick / eifs transition @ corners10 3" = 1'-0" eifs wall corner5 no. desc. date WINDOW AS SCHEDULED INTERIOR FINISH AS SCHEDULED WALL AS SCHEDULED STEEL COLUMN - SEE STRUCTURAL WINDOW AS SCHEDULED SET FRAME BACK 1/2" FROM FINISH FACE OF GYP. ON OFFICE SIDE MIN. 1/4" CAULK GAP - REQUIRED FOR TOLERANCE 6" X 1 1/2" LEG STRUCTURAL TRACK 2x RIPPED WOOD BLOCKING 5/8" GYP BOARD WITH MUD FINISH CORNER BEAD FASTEN BLOCKING TO TRACK5" OFFICE INTERIOR OFFICER'S DECK 1' - 1 1/2" 2"2"2 1/4"2 1/4"2 1/4"1/2"HOLLOW METAL FRAME SHIM AS NECESSARY 5/8" GYP. BOARD BOTH SIDES WALL PER PLAN DOOR PER SCHEDULE WINDOW AS SCHEDULED ANODIZED ALUMINUM WINDOW SYSTEM AS SPECIFIED BOX HEADER - SEE STRUCTURAL 5/8" GYP BOARD CORNER BEAD OFFICER'S DECK OFFICE INTERIOR BACKER ROD & CAULKING - BOTH SIDES 1/2" * SIM.: *AT ENTRANCE VESTIBULE, CENTER WINDOW ON STUD. (JAMB SIMILIAR) DOOR AS SCHEDULED 5/8" GYP BOARD WALL PER PLAN ANODIZED ALUMINUM DOOR FRAME AS SPECIFIED CORNER BEAD OFFICER'S DECK INTERIOR 1/2" HUNT DAY GATE WALL PER PLAN STAINLESS STEEL DOOR BY G.C. LEVER SET STAINLESS STEEL FRAME BY G.C.2 1/2"2 1/2"2"HUNT DAY GATE WALL PER PLAN STAINLESS STEEL DOOR BY G.C. STAINLESS STEEL FRAME BY G.C. VAULT INTERIOR EXTERIOR GRID SIDEWALK - SEE CIVIL DRAWINGS EXPANSION JOINT SILL RECEPTOR, FULLY SET IN MASTIC. TURN DOWN RECEPTOR AT SLAB CHAMFER. FOUNDATION - SEE STRUCTURAL DRAWINGS STOREFRONT WINDOW AS SPECIFIED WALL BEYOND 4 1/2" 2" NO CHAMFER BETWEEN GRIDS b & c, 11 & 12, d & e. GRID 8" THRESHOLD FULLY SET IN MASTIC - COVER EXP. JOINT EXPANSION JOINT BETWEEN CONCRETE SLAB AND CONCRETE FLATWORK ALUMINUM STOREFRONT SYSTEM PROVIDE SWEEP @ BASE OF DOOR INTERIOREXTERIOR 1/4"1/2" MAXIMUMNO CHAMFER BETWEEN GRIDS i & k, 2 & 3 and at door 102 2" a b c e f g3' - 2 1/2"3' - 0 5/16"10 1/4"2' - 5 1/4" 10' - 10 1/2" 8' - 0"6' - 1"2' - 11"2"3' - 8"2"2' - 0"7' - 4"6' - 1"2' - 11"5' - 4" 11' - 11 3/8"8' - 3"4"8' - 1"16' - 8"2"2' - 0"2"5' - 9"2"2"2' - 0"2"5' - 7"2"2"2' - 7 11/16" 2" 2' - 11" 2" 2' - 11" 2" 2' - 7 11/16"2" 5 a6.12 7' - 11"16' - 8"2"3' - 5" 2" 2' - 11" 2" 2' - 11" 2" 3' - 5"2" 5 a6.12 10 a6.12 10 a6.12 1 a6.12 20 a6.12 19 a6.12 9 a6.11 9 a6.11 11 a6.12 8 a6.12 14 a6.12 12 a6.12 14 a6.12 9 a6.12 7 a6.12 9 a6.12 9 a6.12 6 a6.12 2 a6.12 4 a6.12 3 a6.12 i j k T-2 T-2 F-2F-2 T-2 S S T-1T-1 F-1F-1 F-1F-1F-1F-1F-1 F-1 F-1 F-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 F-1 4 a6.12 4 a6.11 4 a6.11 4 a6.11 1 a6.11 1 a6.11 13' - 6"8' - 3"4"8' - 1"2"2' - 0"2"5' - 9"2"h T-2 T-2 F-2 4 a6.11 4 a6.11 1 a6.11 9' - 8" 1 1/2" 3' - 1" 1 1/2" 3' - 1" 1 1/2" 3' - 0" 1 1/2"1 1/2"10 1/2"1 1/2"6' - 10 1/2"1 1/2"8' - 1 1/2"d 12' - 6"6' - 1"2' - 11"14 a6.12 9 a6.12 4 a6.12 T-1T-1T-1T-1T-1 F-1F-1F-1F-1F-12"2' - 0"2"5' - 7"2"2' - 11"2"4' - 2"2"1' - 5"2"2"2' - 5" 2" 2' - 5"2" 4' - 0"2"1' - 8"2"2"2' - 5 5/16" 2" 2' - 5 5/16" 2" 2' - 5 5/16"2"2"1' - 5"2"4' - 2"2"2"2' - 2" 2" 2' - 4" 2" 2' - 6" 2" 2' - 1" 2" 2' - 5"2"1 1/2"10 1/2"1 1/2"6' - 10 1/2"1 1/2"1 1/2" 3' - 0" 1 1/2" 3' - 1" 1 1/2" 3' - 1"1 1/2" 9' - 8" 1 1/2" 3' - 0" 1 1/2" 3' - 1" 1 1/2"1 1/2"10 1/2"1 1/2"6' - 10 1/2"1 1/2"8' - 1 1/2"6' - 5 1/2"8' - 1 1/2"2"4' - 2"2"1' - 5"2"T-2 F-2 4 a6.11 4 a6.11 1 1/2" 3' - 1" 1 1/2" 3' - 0" 1 1/2"1 1/2"10 1/2"7' - 0"1 1/2"8' - 1 1/2"6' - 5 1/2" 7 a6.11 T-1 F-1 T-1 F-1 T-1 F-1 16 a6.12 F-1F-1F-1F-1F-1 F-1 F-1 F-1 @ eifs @ cmu veneer @ eifs @ cmu veneer @ eifs @ cmu veneer 1 a6.11 @ grid 6.4 A B C DAS SCHEDULEDAS SCHEDULED AS SCHEDULEDAS SCHEDULED AS SCHEDULEDAS SCHEDULED AS SCHEDULEDAS SCHEDULED 1AS SCHEDULED 2"2"AS SCHEDULED 2AS SCHEDULED 1 3/4" 1 3/4"AS SCHEDULED ANODIZED ALUMINUM BRAKE METAL ALL SIDES, SHAPE TO MATCH STOREFRONT STEEL COLUMN, SEE STRUCTURAL DRAWINGS 3/4" PLYWOOD FURRING AROUND BEAM 3/8" BACKER ROD & SEALANT TYP. SHIM AS REQUIRED ALUMINUM STOREFRONT SYSTEM GRID GRID BRICK SILL BELOW STOREFRONT INTERIOR SILL BELOW4 1/2"1/2"4 1/2"1/2" FACE OF BRICK WALL BELOW 2x6 WOOD STUD, CUT TO FIT 2x6 WOOD STUD WALL TYPE PER PLAN SHEATHING PER STRUCTURAL DRAWINGS ALUMINUM BREAK METAL FLASHING 3/8" BACKER ROD & SEALANT SHIM AS NECESSARY EIFS SYSTEM INTERIOREXTERIORHEADER -SEE STRUCTURAL DRAWINGS WALL TYPE PER PLAN SHEATHING PER STRUCTURAL DRAWINGS 3/8" BACKER ROD & SEALANT SHIM AS NECESSARY EIFS SYSTEM INTERIOREXTERIORHEADER -SEE STRUCTURAL DRAWINGS STOREFRONT DOOR AS SCHEDULED erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a6.11 door + window schedulesnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl kp 12.20.2019 180404 permit set DOOR SCHEDULE MARK ROOM NAME WIDTH HEIGHT TYPE THICKNESS CONSTRUCTION TYPE FINISH GLASS FRAME TYPE FRAME MATERIAL HEAD JAMB THRESHOLD REMARKS 101a entry vestibule 3' - 0" 8' - 0" A 0' - 1 3/4" AL/GL FF T-1 a AL 10/a6.12 - 10/a6.11 1 101b entry vestibule 3' - 0" 8' - 0" A 0' - 1 3/4" AL/GL FF T-1 a - sim AL 10/a6.12 - 10/a6.11 1 102 entry @ hall 3' - 0" 7' - 0" C 0' - 1 3/4" AL/GL FF T-1 2 AL 3/a6.11 8/a6.11 10/a6.11 1 104 teller line 3' - 4" 3' - 8" - 0' - 1 1/2" SC PL1 - - - - - -2 105 teller storage 3' - 0" 7' - 0" D 0' - 1 3/4" HM P - 1 HM 2/a6.11 2/a6.11 - 106a vault 3' - 6" 7' - 0" D 0' - 1 3/4" SC/SS SS - 1 SS - 6/a6.11 - 106b vault 3' - 6" 7' - 0" - 0' - 1" - FF - - - - 6/a6.11 - 3 107 conference 3' - 0" 7' - 0" B 0' - 1 3/4" SC/GL T-1 k AL 4/a6.11 5/a6.11 - 1 109 office 3' - 0" 7' - 0" B 0' - 1 3/4" SC/GL ST T-1 h AL 4/a6.11 5/a6.11 - 1 110 office 3' - 0" 7' - 0" B 0' - 1 3/4" SC/GL ST T-1 i AL 4/a6.11 5/a6.11 - 1 111 office 3' - 0" 7' - 0" B 0' - 1 3/4" SC/GL ST T-1 h AL 4/a6.11 5/a6.11 - 1 112 office 3' - 0" 7' - 0" B 0' - 1 3/4" SC/GL ST T-1 j AL 4/a6.11 5/a6.11 - 1 113 server 3' - 0" 7' - 0" D 0' - 1 3/4" HM P - 1 HM 2/a6.11 2/a6.11 - 114 mech/elec 3' - 0" 7' - 0" D 0' - 1 3/4" HM P - 1 HM 2/a6.11 2/a6.11 - 115 breakroom 3' - 0" 7' - 0" D 0' - 1 3/4" HM P - 1 HM 2/a6.11 2/a6.11 - 116 womens 3' - 0" 7' - 0" D 0' - 1 3/4" HM P - 1 HM 2/a6.11 2/a6.11 - 117 mens 3' - 0" 7' - 0" D 0' - 1 3/4" HM P - 1 HM 2/a6.11 2/a6.11 - 3" = 1'-0" aluminum jamb @ interior column1 3" = 1'-0" hollow metal head -jamb -similar2 3" = 1'-0" window head @ aluminum frame4 3" = 1'-0" door jamb @ aluminum frame5 3" = 1'-0" vault door with glass day gate6 3" = 1'-0" storefront sill @ foundation9 3" = 1'-0" storefront door threshold10 1/4" = 1'-0" window & storefront frame schedule abbreviations AL ALUMINUM FF FACTORY FINISH -CLEAR ANODIZED GL GLASS HM HOLLOW METAL PNT PAINT -TO MATCH ADJACENT WALL COLOR SC SOLID CORE WOOD SS STAINLESS STEEL ST STAIN (SEE FINISH SCHEDULE FOR WOOD STAIN) glazing schedule (see specifications) 1" LOW-E TEMPERED INSULATED GLASST-1 1" LOW-E FLOAT INSULATED GLASS 1/4" TEMPERED GLASS (INTERIOR ONLY) 1/4" FLOAT GLASS (INTERIOR ONLY) F-1 T-2 F-2 INSULATED SECURITY GLASS BY WINDOW MANUFACTURERS door schedule remarks 1. SEE WINDOW SCHEDULE FOR DOOR FRAME AND SIDELIGHT INFORMATION. 2. TELLER LINE DOOR PROVIDED BY MILLWORK SUBCONTRACTOR -SEE SHEET a3.22. 3. DAY GATE -OWNER PROVIDED, CONTRACTOR INSTALLED. REINFORCE DOOR FRAME AS REQUIRED FOR DAY GATE ATTACHMENT. 1/4" = 1'-0" door types 1/4" = 1'-0" door frame types 3" = 1'-0" corner column @ conference room7 3" = 1'-0" rear entry door head @ eifs3 3" = 1'-0" rear entry door jamb @ eifs8 no. desc. date RECTANGULAR FASCIA FRAME. FINISH TO MATCH WINDOWS. RECTANGULAR FASCIA FRAME. FINISH TO MATCH WINDOWS. NOTE: ALL COMPONENTS TO BE CLEAR ANODIZED TO MATCH WINDOW SYSTEM. 2' - 6" 18 a6.12 EQEQANODIZED ALUMINUM BRAKE METAL ALL SIDES, SHAPE TO MATCH STOREFRONT STEEL COLUMN, SEE STRUCTURAL 2x FURRING AROUND BEAM 3/8" BACKER ROD & SEALANT TYP. SHIM AS REQUIRED ALUMINUM STOREFRONT SYSTEM k 2 7 3/8"7 3/8"1"1" 5/8" SHEATHING FURRING AROUND BEAM VERIFY IN FIELD 7 1/8"VERIFY IN FIELD7 1/8"OUTRIGGER CONNECTION TO JAMB STOREFRONT WINDOW SYSTEM JAMB WITH SHIM SUPPORT 3/8" BACKER ROD & SEALANT TELLER DRIVE THROUGH WINDOW -COORDINATE WITH OWNER'S EQUIPMENT SUPPLIER WEATHER RESISTIVE BARRIER - WRAP SILL TYP. EIFS SYSTEM DELUXE WINDOW TRIM - COORDINATE WITH OWNER'S EQUIPMENT SUPPLIER WALL TYPE AS SCHEDULED SEALANT HEADER -SEE STRUCTURAL DRAWINGS REVEAL CHANNEL -SEE ELEVATIONS METAL CORNER BEAD -TYP. 2" GRID STOREFRONT BOX HEADER STOREFRONT WINDOW AS SPECIFIED STOREFRONT WINDOW AS SPECIFIED EQ EQ 4 1/2" 2"x6" WOOD FRAMING 5/8" GYP. 3/4" SHEATHING - TO MATCH LOWER COLUMN WRAP k 2 EIFS SYSTEM LAP CORNER MESH PER MANUFACTURER'S RECOMMENDATION AIR GAP; SEE WALL TYPES PAN SILL FLASHING 3/8"BACKER ROD & SEALANT ALUMINUM STOREFRONT WINDOW SYSTEM -SHIM AS REQUIRED BRICK WINDOW SILL 6"2 1/2"1/2"2" 3"3"WEATHER RESISTIVE BARRIER - WRAP SILL TYP. GRID 2 X 8 WOOD STUD, RIPPED SEALANT 3/8" BACKER ROD & SEALANT TELLER DRIVE THROUGH WINDOW -COORDINATE WITH OWNER'S EQUIPMENT SUPPLIER WEATHER RESISTIVE BARRIER - WRAP SILL TYP. EIFS SYSTEM DELUXE WINDOW TRIM - COORDINATE WITH OWNER'S EQUIPMENT SUPPLIER REVEAL CHANNEL; SEE ELEVATIONS WALL TYPE AS SCHEDULED SEALANT GRID EIFS SYSTEM WEATHER RESISTIVE BARRIER - WRAP HEAD, TYP. PLYWOOD -SEE STRUCTURAL HEADER -SEE STRUCTURAL WALL FLASHING STOREFRONT WINDOW AS SPECIFIED 3/8" BACKER ROD + SEALANT BOTH SIDES GRID WALL TYPE PER PLAN SHIM AS NECESSARY METAL CORNER BEAD, TYP. ALUMINUM STOREFRONT AS SCHEDULED 3/8" BACKER ROD + SEALANT EIFS WALL SYSTEM L METAL AT INSULATION BOARD TERMINATION INTERIOREXTERIOR2" GRID REVEAL CHANNEL; SEE ELEVATIONS SEALANT 2" WALL TYPE PER PLAN SHIM AS NECESSARY ALUMINUM STOREFRONT AS SCHEDULED 3/8" BACKER ROD + SEALANT HEADER PER STRUCTURAL INTERIOREXTERIOR5/8" GYPSUM WALL BOARD EIFS SYSTEM METAL CORNER BEAD -TYP. 2" DRIP EDGE FLASHING GRID REVEAL CHANNEL; SEE ELEVATIONS 2" WALL TYPE PER PLAN SHIM AS NECESSARY METAL CORNER BEAD, TYP. ALUMINUM STOREFRONT AS SCHEDULED 3/8" BACKER ROD + SEALANT ALUMINUM BREAK METAL SILL FLASHING WITH HEMMED DRIP EDGE, COLOR TO MATCH WINDOW SYSTEMINTERIOREXTERIOR EIFS SYSTEM 2" GRID REVEAL CHANNEL; SEE ELEVATIONS SEALANT 2" AIR GAP; SEE WALL TYPES ROLLER SHADE WHERE SPECIFIED IN FINISH SCHEDULE - MOUNTED PER MANUFACTURERS RECOMMENDATIONS ALUMINUM STOREFRONT WINDOW SYSTEM - SHIM AS REQUIRED THROUGH WALL FLASHING - TRIM EXPOSED ORANGE MESH STEEL LINTEL - SEE STRUCTURAL DRAWINGS; PAINT URBANE BRONZE WEATHER RESISTIVE BARRIER - WRAP HEAD TYP. METAL TIE AS SPECIFIED 4" CMU VENEER HEADER - SEE STRUCTURAL DRAWINGS CONTINUOUS 2x FOR STRUCTURAL SHEATHING - CUT TO FIT 3" GRID AIR GAP; SEE WALL TYPES 3/8"BACKER ROD & SEALANT ALUMINUM STOREFRONT WINDOW SYSTEM -SHIM AS REQUIRED 3" WEATHER RESISTIVE BARRIER - WRAP SILL TYP. GRID 2 X 8 WOOD STUD, RIPPED 2 1/2"6" 2" CMU SILL -SOLID BEVEL, BASALITE PRODUCT NO. 12404S GROUND FACE SILL PAN FLASHING BRICK TIES AS SPECIFIED AIR GAP PER WALL TYPE BACKER & ROD SEALANT - BOTH SIDES WEATHER RESISTIVE BARRIER - WRAP JAMB TYP. 2" GRID AIR GAP; SEE WALL TYPES ROLLER SHADE WHERE SPECIFIED IN FINISH SCHEDULE - MOUNTED PER MANUFACTURERS RECOMMENDATIONS ALUMINUM STOREFRONT WINDOW SYSTEM - SHIM AS REQUIRED THROUGH WALL FLASHING - TRIM EXPOSED ORANGE MESH STEEL LINTEL - SEE STRUCTURAL DRAWINGS; PAINT URBANE BRONZE WEATHER RESISTIVE BARRIER - WRAP HEAD TYP. BRICK TIE AS SPECIFIED 1/2 BRICK SOLDIER COURSE ABOVE WINDOW OPENINGS 3" HEADER - SEE STRUCTURAL DRAWINGS CONTINUOUS 2x FOR STRUCTURAL SHEATHING - CUT TO FIT 4 1/2" 1 1/2" BRICK STEP ONLY AT WINDOW (e) & (d) GRID EIFS SYSTEM PER PLAN 2x6 WOOD STUD PER PLAN STEEL COLUMN, SEE STRUCTURAL DRAWINGS SHEATHING -SEE STRUCTURAL 5/8" GWB SHIM AS NECESSARY 4 1/2 x 4 1/2 STOREFRONT POST BACKER ROD + SEALANT BACKWRAP MESH AT INSULATION BOARD TERMINATION L METAL AT INSULATION BOARD TERMINATION 3/4" BACKER ROD + SEALANT CMU VENEER PER PLAN 2x6 WOOD STUD PER PLAN SHIM AS NECESSARY 5/8" GWB 4 1/2 x 4 1/2 STOREFRONT POST BACKER ROD + SEALANT GRID BACKER ROD + SEALANT 1" 3/8" BACKER ROD & SEALANT TELLER DRIVE THROUGH WINDOW -COORDINATE WITH OWNER'S EQUIPMENT SUPPLIER WEATHER RESISTIVE BARRIER - WRAP SILL TYP. EIFS SYSTEM DELUXE WINDOW TRIM - COORDINATE WITH OWNER'S EQUIPMENT SUPPLIER WALL TYPE AS SCHEDULED SEALANT GRID erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 a6.12 door + window detailsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg tl kp 12.20.2019 180404 permit set 3" = 1'-0" sunshade outrigger detail17 3" = 1'-0" corner column @ entry storefront20 3" = 1'-0" sunshade outrigger jamb18 3" = 1'-0" teller window head @ eifs2 3" = 1'-0" entry storefront header10 3" = 1'-0" corner column above entry storefront15 3" = 1'-0" window sill @ brick14 3" = 1'-0" teller window sill @eifs12 3" = 1'-0" window head @ entry storefront5 3" = 1'-0" window jamb @ eifs6 3" = 1'-0" window head @ eifs1 3" = 1'-0" window sill @ eifs11 3" = 1'-0" window head @ cmu veneer3 3" = 1'-0" window sill @ cmu veneer8 3" = 1'-0" window jamb @ brick (cmu similar)9 3" = 1'-0" window head @ brick4 1 1/2" = 1'-0" vestibule / column connections @ eifs19 3" = 1'-0" vestibule / column connections @ cmu16 3" = 1'-0" teller window jamb @eifs7 no. desc. date SLOPE DIRECTION (DOWN) XX'-XX" MISCELLANEOUS ELEVATION 0'-0" A - ELEVATION REFERENCE SECTION CUT CHANGE (STEP) IN ELEVATION REVISIONA DETAIL CUT A - A - FINISH FLOOR ELEVATION SPAN DIRECTION FLOOR / ROOF DECK, SEE SCHEDULE SS INDICATES SHEAR WALL AND LENGTH AT THIS LEVEL. SEE SHEAR WALL SCHEDULE FOR SHEATHING, BLOCKING, NAILING, AND ANCHOR BOLT REQUIREMENTS. ALL EXTERIOR WALLS SHALL BE SHEATHED PER SW-6 CRITERIA, UNO LABEL SIDE INDICATES SHEATHING SIDE OF WALL UNO IN SCHEDULE SW-# X'-X" #x# LVL#x# GLB#x# LSL#x# PSL#x# DENOTES HOLDOWN PER PLAN OR SEE FOR HOLDOWN SCHEDULE DENOTES FOOTING TYPE, SEE SCHEDULEF#, CF#, MF# DENOTES CONCRETE PIER, SEE SCHEDULECP## DENOTES CONCRETE WALL, SEE SCHEDULECW## DENOTES BASE PLATE TYPE, SEE SCHEDULEBPL# DENOTES STEP IN FOOTING, SEE BOD X'-X" A DENOTES BOTTOM OF DECK ELEVATION. WORK POINT IS A PROJECTION UP FROM OUTSIDE FACE OF STRUCTURAL WALL. DENOTES SNOW DRIFT, SEE INDICATES 2x FLAT BLOCKING BETWEEN FRAMING MEMBERS INDICATES BEAM/HEADER/JOIST PER SCHEDULE 5.5 FD HDU#6/s6.01 4/s6.61 1/s6.01 2/s6.01 3/s6.01 4/s6.01 12/s5.01 5/s6.61 000 #ROOF SUPPORTED MECHANICAL UNIT WITH OPERATING WEIGHT. PROVIDE FULL DEPTH BRIDGING BETWEEN MAIN FRAMING UNDER MECHANICAL UNIT CURB. COORDINATE EXACT LOCATION, SIZE AND NUMBER OF DECK PENETRATIONS WITH MECHANICAL. 2/s6.61 2x4@16" OC INDICATES WOOD WALL PER SCHEDULE: INDICATES DRAG STRAP PER SCHEDULE: ### 1/s6.61 3/s6.61 INDICATES FORCE TRANSFER SHEAR WALL SW-#-FT X'-X" SHEET NUMBER SHEET NAME CURRENT REVISION CURRENT REVISION DATE s0.01 structural cover sheet s0.02 general notes s0.03 general notes s1.01 foundation plan s1.02 roof framing plan s5.01 concrete details s5.02 foundation details s5.21 masonry details s5.31 steel details s5.51 cold formed details s5.61 wood details s5.62 framing details s6.01 concrete and steel schedules s6.61 wood schedules HEADQUARTERS: 121 N. 9TH ST. SUITE #401 BOISE, ID 83702 PHONE: 208-639-4520 AxiomPLLC.com Axiom Project Number: A19-121 ALL STRUCTURAL DRAWINGS USED ON THESE PLANS ARE COPYRIGHT © OF AXIOM PLLC. Boise, ID Albuquerque, NMSalt Lake City, UT erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 s0.01 structural cover sheetnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg KR SD 12.20.2019 180404 permit set MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OPP OPPOSITE OSB ORIENTED STRAND BOARD PERP PERPENDICULAR PL PLATE PT POST TENSIONED PRESSURE TREATED REINF REINFORCE REINFORCED REINFORCEMENT REINFORCING REQD REQUIRED SCHED SCHEDULE SHTHG SHEATHING SIM SIMILAR SPEC SPECIFICATION ST SHEAR TRUSS STD STANDARD STRUCT STRUCTURAL T&B TOP AND BOTTOM T&G TONGUE AND GROOVE THRU THROUGH TOB TOP OF BEAM TOC TOP OF CONCRETE TOCP TOP OF CONCRETE PIER TOF TOP OF FOOTING TOM TOP OF MASONRY TOP TOP OF PARAPET TOS TOP OF STEEL TOW TOP OF WALL TRANS TRANVERSE TWS THREADED WELD STUD TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD WP WORK POINT # NUMBER & AND @ AT Ø DIAMETER ALT ALTERNATE ARCH ARCHITECT ARCHITECTURAL BOD BOTTOM OF DECK BPL BASE PLATE CJ CONTROL JOINT CONSTRUCTION JOINT CL CENTER LINE CLR CLEAR CMU CONCRETE MASONRY UNITS CONC CONCRETE CONN CONNECTION CONT CONTINUOUS DF DOUGLAS FIR DIA DIAMETER DT DRAG TRUSS EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL EMBED EMBEDMENT EQ EQUAL EQUIP EQUIPMENT EXST, (E) EXISTING EXT EXTERIOR FTG FOOTING GA GAGE OR GAUGE GC GENERAL CONTRACTOR GLB GLU LAM BEAM GT GIRDER TRUSS HORIZ HORIZONTAL ID INSIDE DIAMETER JB JOIST BEARING LONG LONGITUDINAL LT WT LIGHT WEIGHT MAX MAXIMUM MECH MECHANICAL MFD MANUFACTURED MFG MANUFACTURING STRUCTURAL UNITS #, LB POUND FT/LB FOOT POUND K KIP (1000 LBS) KSI KIPS PER SQUARE INCH PCF POUNDS PER CUBIC FOOT PLF POUNDS PER LINEAL FOOT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH SF SQUARE FOOT STRUCTURAL ORGANIZATIONS ACI AMERICAN CONCRETE INSTITUTE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APA AMERICAN PLYWOOD ASSOCIATION ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY SHEET INDEXSTRUCTURAL ABBREVIATIONS STRUCTURAL SYMBOL LEGEND GENERAL SYMBOL LEGEND GENERAL NOTES GENERAL REQUIREMENTS GOVERNING CODE: THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "INTERNATIONAL BUILDING CODE (IBC)", 2015 EDITION, HEREAFTER REFERRED TO AS THE IBC, AS ADOPTED AND MODIFIED BY THE LOCAL BUILDING DEPARTMENT WITH AUTHORITY HAVING JURISDICTION. REFERENCE STANDARDS: REFER TO CHAPTER 35 OF IBC. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD. ALL SPECIFICATIONS AND CODES NOTED SHALL BE THE LATEST APPROVED EDITIONS AND REVISIONS BY THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT. SPECIFICATIONS: REFER TO THE PROJECT SPECIFICATIONS ISSUED AS PART OF THE CONTRACT DOCUMENTS FOR INFORMATION SUPPLEMENTAL TO THESE DRAWINGS. OTHER DRAWINGS: REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON-BEARING WALLS, STAIRS, FINISHES, DRAINS, WATERPROOFING, RAILINGS, CURBS, DEPRESSIONS, MECHANICAL UNIT LOCATIONS, AND OTHER NON-STRUCTURAL ITEMS. STRUCTURAL DETAILS: THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK. DETAILS, SECTIONS, AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR CONDITIONS ELSEWHERE UNLESS OTHERWISE SHOWN OR NOTED. IF LOCATIONS ARE FOUND WHERE NO TYPICAL DETAIL, TYPICAL SCHEDULE, OR SPECIFIC DETAIL APPLIES, NOTIFY THE ARCHITECT/STRUCTURAL ENGINEER. STRUCTURAL RESPONSIBILITIES: THE STRUCTURAL ENGINEER (SER) IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED FORM. THE STRUCTURAL DRAWINGS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. COORDINATION: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK; FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE AND SECURE MANNER. DIMENSIONS: DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. STRUCTURE NOTED IN THE DRAWINGS AS EXISTING SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT/STRUCTURAL ENGINEER. MEANS, METHODS AND SAFETY REQUIREMENTS: THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) AND DOSH (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH). THE CONTRACTOR IS TO PROVIDE ADEQUATE EXCAVATION PROCEDURES, SHORING, BRACING AND ERECTION PROCEDURES COMPLYING WITH NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. TEMPORARY SHORING AND BRACING: THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE (BUT ARE NOT LIMITED TO): BRACING AND SHORING FOR LOADS DUE TO HYDROSTATIC, EARTH, WIND OR SEISMIC FORCES, CONSTRUCTION EQUIPMENT, ETC IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. THE CONTRACTOR SHALL AT HIS DISCRETION EMPLOY A REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF ANY TEMPORARY BRACING AND SHORING. GENERAL REQUIREMENTS (CONT) MECHANICAL, PLUMBING AND ELECTRICAL ANCHORAGE: ANCHORAGE AND SUPPORT OF MECHANICAL AND ELECTRICAL EQUIPMENT, PIPING AND DUCTWORK IS TO BE DESIGNED BY OTHERS. SEE IBC SECTION 1621 AND TABLE 1621.3. USE ISOLATORS, FASTENERS AND BRACING APPROVED BY ICC-ES REPORT CAPABLE OF TRANSMITTING CODE REQUIRED LATERAL LOADS. ALL SUSPENDED EQUIPMENT IS TO BE SECURED WITH LATERAL BRACING. SEE THE LATEST EDITION OF “GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS” BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION. OBSERVATION VISITS: OBSERVATION VISITS (SITE VISITS) BY REPRESENTATIVES OF ARCHITECT/STRUCTURAL ENGINEER DO NOT INCLUDE INSPECTION OF CONSTRUCTION MEANS AND METHODS. SITE VISITS DURING CONSTRUCTION ARE NOT CONTINUOUS AND DETAILED INSPECTION SERVICES (WHICH ARE TO BE PERFORMED BY OTHERS). OBSERVATIONS ARE PERFORMED SOLELY FOR THE PURPOSE OF DETERMINING IF THE CONTRACTOR UNDERSTANDS DESIGN INTENT SHOWN IN THE CONTRACT DRAWINGS. OBSERVATIONS DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND ARE NOT TO BE CONSTRUED AS SUPERVISION OR VERIFICATION OF CONSTRUCTION. SHOP DRAWINGS: SHOP DRAWINGS SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW SHALL CONSIST OF (1) ELECTRONIC PDF SET OR (1) MARKUP SET (FOR OUR RECORDS) AND (1) REPRODUCIBLE SET. NO MODIFICATIONS OR SUBSTITUTION OF DRAWINGS AND SPECIFICATIONS WILL BE ACCEPTED VIA SHOP DRAWING REVIEW. 1. CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO SUBMISSION TO THE ARCHITECT/STRUCTURAL ENGINEER. CONTRACTOR SHALL REVIEW FOR COMPLETENESS AND COMPLIANCE WITH CONTRACT DOCUMENTS. 2. SUBMIT SHOP DRAWINGS TO THE ARCHITECT/STRUCTURAL ENGINEER AS INDICATED OR SPECIFIED FOR REVIEW PRIOR TO FABRICATION. REVIEW WILL BE FOR GENERAL CONFORMANCE WITH DESIGN INTENT CONVEYED IN THE CONTRACT DOCUMENTS. 3. WHEN AN ENGINEER IS REQUIRED TO SIGN AND STAMP SHOP DRAWINGS AND CALCULATIONS, ENSURE SEAL INDICATES ENGINEER AS BEING REGISTERED IN THE STATE OF THE PROJECT SITE. 4. SHOP DRAWINGS ARE NOT A PART OF CONTRACT DOCUMENTS. THEREFORE, ARCHITECT'S/STRUCTURAL ENGINEER'S REVIEW DOES NOT CONSTITUTE AN AUTHORIZATION TO DEVIATE FROM TERMS AND CONDITIONS OF THE CONTRACT. 5. SHOP DRAWINGS WILL BE REJECTED FOR INCOMPLETENESS, LACK OF COORDINATION WITH OTHER PORTIONS OF CONTRACT DOCUMENTS, LACK OF CALCULATIONS (IF REQUIRED), OR WHERE MODIFICATIONS OR SUBSTITUTIONS ARE INDICATED WITHOUT PRIOR REVIEW PER PARAGRAPH ABOVE. 6. SUBMIT SHOP DRAWINGS AND CALCULATIONS TO GOVERNING CODE AUTHORITY WHEN SPECIFICALLY INDICATED OR REQUESTED. 7. MAINTAIN A COPY OF ALL SHOP DRAWINGS REVIEWED BY THE ARCHITECT/STRUCTURAL ENGINEER AT SITE DURING CONSTRUCTION PERIOD. 8. STRUCTURAL ENGINEER REQUIRES 10 WORKING DAYS AFTER RECEIPT OF SHOP DRAWINGS AND CALCULATIONS FOR PROCESSING. 9. REPRODUCTION OF ANY PORTION OF THE STRUCTURAL CONTRACT DRAWINGS FOR RESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED. SHOP DRAWINGS PRODUCED IN SUCH A MANNER WILL BE REJECTED AND RETURNED. WIND DESIGN - ASCE 7-05 CHAPTER 26, 27, & 30 (STRENGTH LEVEL UNLESS NOTED) DESIGN CRITERIA AND LOADS RISK CATEGORY OF BUILDING II DIRECTIONAL PROCEDURE 115 MPH B 1.0 29.9 KIPS 22.5 KIPS SEE TABLE BELOW - SEISMIC ANALYSIS PROCEDURE USED - MAPPED MCE: - SOIL SITE CLASSIFICATION - DESIGN ACCEL: - SEISMIC DESIGN CATEGORY (SDC) - SEISMIC IMPORTANCE FACTOR (Ie) - BASIC STRUCTURAL SYSTEM - SEISMIC FORCE-RESISTING SYSTEM - RESPONSE MODIFICATION FACTOR (R) - SYSTEM OVER STRENGTH FACTOR (Ω0) - DEFLECTION AMPLIFICATION FACTOR (Cd) - SEISMIC RESPONSE COEFFICIENT (CS) - DESIGN BASE SHEAR (V) - REDUNDANCY FACTOR (ρ) EQUIVALENT LATERAL FORCE (ELF) SS = 0.447 S1 = 0.157 D SDS = 0.43g SD1 = 0.228g D 1.0 BEARING WALL LIGHT FRAMED WALLS WITH WOOD SHEATHING 6.5 3.0 4.0 0.066 15.5 KIPS 1.0 - GROUND SNOW LOAD (pg) - SNOW EXPOSURE FACTOR (Ce) - THERMAL FACTOR (Ct) - SNOW LOAD IMPORTANCE FACTOR (IS) - ROOF SNOW LOAD (pf OR pm OR ps) 50 PSF 1.0 1.0 1.0 35 PSF AREA ROOF/AWNINGS LIVE LOADS (PSF) UNO 20 REMARKS AND NOTES (OR SNOW LOAD) [1] NOT APPLIED CONCURRENT WITH UNIFORM LOAD; APPLIED OVER 2 IN. x 2 IN. AREA AREA ROOF DEAD LOADS (PSF) UNO 18 REMARKS AND NOTES - WIND ANALYSIS PROCEDURE USED - BASIC WIND SPEED - EXPOSURE CATEGORY - TOPOGRAPHIC FACTOR (Kzt) - WIND DESIGN BASE SHEAR (N/S) (E/W) - COMPONENTS AND CLADDING LOAD (C&C) SEISMIC DESIGN - ASCE 7-05 CHAPTER 11 AND 12 (STRENGTH LEVEL UNLESS NOTED) SNOW LOAD - ASCE 7-05 CHAPTER 7 DESIGN LIVE LOADS - ASCE 7-05 CHAPTER 4 DESIGN DEAD LOADS SEE ROOF PLAN FOR DRIFT LOADING ZONE EFFECTIVE AREA (FT²) 1 20 + PRESSURE (PSF) 16.0 150 16.0 - PRESSURE (PSF) 2 20 16.0 150 16.0 3 16.0 16.0 4 27.0 23.0 5 27.0 23.0 ROOF PLAN 7 FT ZONE 4 ZONE 5 WALL ELEVATION 7 FT COMPONENTS AND CLADDING WIND LOAD DIAGRAMS 7 FT 7 FT ZONE 1 ZONE 2 ZONE 3 20 150 20 150 20 150 35.0 28.0 29.0 26.0 64.0 33.0 46.0 33.0 30.0 28.0 - POSITIVE PRESSURES ACT TOWARDS THE INTERIOR OF STRUCTURE. NEGATIVE PRESSURES ACT AWAY FROM STRUCTURE (SUCTION ON WALLS, UPLIFT ON ROOF). - PRESSURES IN TABLE ABOVE ARE 'NET' PER ASCE 7, MEANING SUM OF EXTERNAL AND INTERNAL WIND PRESSURE COMPONENTS. - WIND UPLIFT PRESSURES ON ROOFS SHALL BE COMBINED WITH PROPER DEAD LOAD ACCORDING TO APPROPRIATE STRENGTH OR SERVICE LOAD COMBINATIONS FROM IBC AND ASCE 7. GENERAL REQUIREMENTS (CONT) CONSTRUCTION LOADS: CONSTRUCTION LOADS AND MATERIALS SHALL BE SPREAD OUT WHEN PLACED ON FRAMED FLOORS OR ROOFS. LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS AS NOTED IN DESIGN CRITERIA AND LOADS BELOW OR THE CAPACITY OF PARTIALLY COMPLETED CONSTRUCTION AS DETERMINED BY THE CONTRACTOR'S PROFESSIONAL ENGINEER FOR BRACING/SHORING. CHANGES IN LOADING: THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE SER OF ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD IMPOSED ONTO THE STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON THE ORIGINAL CONTRACT DOCUMENTS (ARCHITECTURAL / STRUCTURAL / MECHANICAL / ELECTRICAL OR PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD, SIZE AND ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 300 POUNDS. PROVIDE MARKED- UP STRUCTURAL PLAN INDICATING LOCATIONS OF ANY NEW EQUIPMENT OR LOADS NOT PREVIOUSLY DOCUMENTED. SUBMIT PLANS TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ROOF DRAINAGE: THE ROOF DRAINAGE SYSTEM SHALL BE DESIGNED SO THAT RAINWATER LOADS DO NOT EXCEED THE ROOF SNOW OR LIVE LOADS AS SHOWN IN THE DESIGN CRITERIA AND LOADS SECTION. NOTE PRIORITIES: PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL NOTES AND PROJECT SPECIFICATIONS. DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, SPECIFICATIONS PLAN/DETAILS OR REFERENCE STANDARDS, THE ARCHITECT/ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. SHOULD ANY DISCREPANCY BE FOUND IN THE CONTRACT DOCUMENTS, THE CONTRACTOR WILL BE DEEMED TO HAVE INCLUDED IN THE PRICE THE MOST EXPENSIVE WAY OF COMPLETING THE WORK, UNLESS PRIOR TO THE SUBMISSION OF THE PRICE, THE CONTRACTOR ASKS FOR A DECISION FROM THE ARCHITECT AS TO WHICH SHALL GOVERN. ACCORDINGLY, ANY CONFLICT IN OR BETWEEN THE CONTRACT DOCUMENTS SHALL NOT BE A BASIS FOR ADJUSTMENT IN THE CONTRACT PRICE. SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, UTILITIES, ETC IF ANY SUCH STRUCTURES ARE FOUND, NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY. ADJACENT UTILITIES: THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO EARTH-WORK, FOUNDATIONS, SHORING, AND EXCAVATION. ANY UTILITY INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS AND DETAILS ARE INTENDED FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. ALTERNATES: ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND FORM FOR SPECIFIED ITEMS MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION TO THE ARCHITECT/ENGINEER FOR REVIEW. ALTERNATE MATERIALS THAT ARE SUBMITTED WITHOUT ADEQUATE TECHNICAL DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE FROM THE DESIGN INTENT OF MATERIALS SPECIFIED MAY BE RETURNED WITHOUT REVIEW. ALTERNATES THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE REVIEWED UNLESS AUTHORIZED BY THE OWNER. no. desc. date S K E LTON YRRAL 16200 A L ENGI NEERNOISSEFORP SNEDECIL FO IDAHO ETATS12/20/2019 HEADQUARTERS: 121 N. 9TH ST. SUITE #401 BOISE, ID 83702 PHONE: 208-639-4520 AxiomPLLC.com Axiom Project Number: A19-121 ALL STRUCTURAL DRAWINGS USED ON THESE PLANS ARE COPYRIGHT © OF AXIOM PLLC. Boise, ID Albuquerque, NMSalt Lake City, UT erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 s0.02 general notesnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg KR SD 12.20.2019 180404 permit set GENERAL NOTES TESTS AND INSPECTIONS INSPECTIONS: SPECIAL INSPECTIONS AND TESTING SHALL BE DONE IN ACCORDANCE THE STATEMENT OF SPECIAL INSPECTIONS PER IBC SECTIONS 1704 AND 1705 AS APPLICABLE. FOR SPECIFIC SECTIONS: 1708 (SEISMIC SPECIAL INSPECTIONS) 1707 (SEISMIC SPECIAL TESTING) FOUNDATIONS, FOOTINGS, UNDER SLAB SYSTEMS AND FRAMING ARE SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH IBC SECTION 110.3. CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. SPECIAL INSPECTORS: SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER TO PROVIDE SPECIAL INSPECTIONS FOR THE PROJECT. SPECIAL INSPECTORS SHALL BE QUALIFIED PERSONS WHO DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE AUTHORITY HAVING JURISDICTION PER 1704.1. STATEMENT OF SPECIAL INSPECTIONS: SPECIAL INSPECTIONS AND TESTING ARE REQUIRED BY 1704 AND 1705 FOR THE FOLLOWING: SOIL AND FOUNDATION CONSTRUCTION: PER IBC SECTION 1704.7: 1. PERIODIC INSPECTION OF SOILS EARTHWORK PER TABLE 1704.7 IS REQUIRED FOR: A. FOOTING SOIL BEARING SURFACES PRIOR TO PLACING ANY REINFORCING STEEL. B. EXCAVATION DEPTH AND BEARING LAYER PRIOR TO PLACING ANY REINFORCING STEEL. C. COMPACTED FILL MATERIAL CLASSIFICATION AND TESTING. D. SUBGRADE PREPARATION PRIOR TO FILLING. 2. CONTINUOUS INSPECTION PER TABLE 1704.7 REQUIRED TO VERIFY: A. FILLING OPERATIONS TO SATISFY REQUIREMENTS OF IBC TABLE 1705.6 AND THE GEOTECHNICAL REPORT LISTED UNDER SOILS AND FOUNDATIONS SECTION. B. COMPACTED FILL DENSITY TESTING OF EACH LIFT, PROPER LIFT THICKNESS AND MATERIAL CLASSIFICATION. CONCRETE CONSTRUCTION: PER IBC SECTION 1704.4 AND TABLE 1704.4 INCLUDING: 1. PERIODIC INSPECTION REQUIRED FOR: A. SIZE AND PLACEMENT OF ALL REINFORCING STEEL PRIOR TO THE POUR. B. PLACEMENT CLEARANCES AROUND REINFORCING STEEL AT EMBEDDED CONDUIT. C. SHAPE, LOCATION AND DIMENSIONS OF MEMBERS FORMED. D. USE OF THE REQUIRED DESIGN CONCRETE MIX. E. MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. F. VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 2. CONTINUOUS INSPECTION REQUIRED DURING THE: A. PLACING OF REINFORCED CONCRETE, INCLUDING CONCRETE ON METAL DECK FOR PROPER APPLICATION TECHNIQUES. B. PLACING AND SIZE OF CAST-IN-PLACE BOLTS AND EMBEDDED FABRICATIONS PRIOR TO THE POUR. C. PLACING OF MECHANICAL BAR SPLICES D. PLACING OF CONCRETE AROUND CAST-IN-PLACE BOLTS AND EMBEDS. E. SAMPLING OF FRESH CONCRETE. F. DETERMINATIONS OF SLUMP, AIR CONTENT AND TEMPERATURE. STRUCTURAL STEEL FABRICATION: PER IBC SECTION 1704.2: SPECIAL INSPECTOR SHALL REVIEW THE FABRICATION SHOP'S QUALITY CONTROL PROCEDURES FOR COMPLETENESS AND ADEQUACY RELATIVE TO AISC 360 CHAPTER M, OF THE AISC CODE OF STANDARD PRACTICE, AWS D1.1-2004 STRUCTURAL WELDING CODE AND IBC CODE REQUIREMENTS FOR THE FABRICATOR'S SCOPE OF WORK. STRUCTURAL STEEL INSPECTION: PER IBC SECTION 1704.3 AND TABLE 1704.3 AT THE SITE AND THE FABRICATION SHOP, SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: 1. PERIODIC INSPECTION REQUIRED: A. PRIOR TO THE START OF FABRICATION FOR: a. VERIFICATION OF SHOP COMPLIANCE WITH IBC SECTION 1704.2.1 FOR COMPLETENESS AND ADEQUACY OF FABRICATION AND QUALITY CONTROL PROCEDURES. b. VERIFICATION OF SHOP COMPLIANCE WITH AWS D1.1-2004 STRUCTURAL WELDING CODE B. VERIFICATION OF SHOP COMPLIANCE WITH AISC 360-05 CHAPTER M & CODE OF STANDARD PRACTICE. C. DURING WELDING OF SINGLE-PASS FILLET WELDS NOT EXCEEDING 5/16" SIZE AS NOTED IN IBC TABLE 1704.3. D. DURING FIELD WELDING OF ALL METAL FLOOR AND METAL ROOF DECK PER AWS D1.3 AS NOTED IN IBC TABLE 1704.3. E. DURING THE WELDING OPERATIONS - VERIFICATION OF WELDER QUALIFICATIONS F. DURING THE WELDING OPERATIONS - VERIFICATION OF VALID WELDING PROCEDURE SPECIFICATIONS PER AWS D1.1. G. PRIOR TO PAINTING, SHIPPING TO SITE AND ERECTION- VERIFICATION OF ALL WELDED JOINTS PER AWS D1.1 TABLE 6.1. H. PRIOR TO THE START OF ERECTION - VERIFICATION OF FRAMING REQUIREMENTS AND BOLTING PROCEDURES PER AISC. I. DURING HIGH STRENGTH BOLTING PER IBC SECTION 1704.3.2 AND 1704.3.3 J. DURING WELDING OF WELDED HEADED SHEAR (WHS) STUDS USED IN THE FLOOR SYSTEM PER IBC SECTION 1704.3. K. DURING WELDING OF STAIRS, HAND-RAILING AND GUARDRAILS. L. DURING ERECTION OF OPEN WEB STEEL JOISTS & GIRDERS 2. CONTINUOUS INSPECTION REQUIRED DURING: A. WELDING OF COMPLETE OR PARTIAL JOINT PENETRATION (CJP OR PJP) GROOVE WELDS PER IBC TABLE 1704.3 & 1707. B. WELDING OF MULTI-PASS FILLET WELDS AND FILLET WELDS EXCEEDING 5/16" SIZE PER IBC TABLE 1704.3 & 1707. WOOD CONSTRUCTION: PER IBC SECTION 1704.6: 1. WOOD SHEAR WALLS WITH FASTENER SPACING OF LESS THAN 4" POST INSTALLED ANCHORS TO CONCRETE AND MASONRY: SHALL COMPLY WITH IBC SECTION 1703. INSPECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN THE APPROVED ICC EVALUATION REPORT AND AS INDICATED BY THE DESIGN REQUIREMENTS SPECIFIED ON THE DRAWINGS. REFER TO THE POST INSTALLED ANCHORS SECTION OF THESE NOTES FOR ANCHORS THAT ARE THE BASIS OF THE DESIGN. SPECIAL INSPECTOR SHALL VERIFY ANCHORS ARE AS SPECIFIED IN THE POST INSTALLED ANCHORS SECTION OF THESE NOTES OR AS OTHERWISE SPECIFIED ON THE DRAWINGS. SUBSTITUTIONS REQUIRE APPROVAL BY THE SER AND REQUIRE SUBSTANTIATING CALCULATIONS AND CURRENT IBC RECOGNIZED ICC-ES REPORT. SPECIAL INSPECTOR SHALL DOCUMENT IN THEIR SPECIAL INSPECTION REPORT COMPLIANCE WITH EACH OF THE ELEMENTS REQUIRED WITHIN THE APPLICABLE ICC-ES REPORT. INSPECTION REPORTS: SPECIAL INSPECTION REPORTS SHALL BE PROVIDED AS SOON AS PRACTICAL AFTER COMPLETING INSPECTIONS. FINAL SPECIAL INSPECTION REPORTS WILL BE REQUIRED BY EACH SPECIAL INSPECTION FIRM PER IBC 1704.1.2. SUBMIT COPIES OF ALL INSPECTION REPORTS TO THE ARCHITECT/ENGINEER AND THE AUTHORITY HAVING JURISDICTION FOR REVIEW. PREFABRICATED CONSTRUCTION: ALL PREFABRICATED CONSTRUCTION SHALL CONFORM TO IBC SECTION 1703. INSPECTION FOR SEISMIC RESISTANCE: SPECIAL INSPECTION IN ACCORDANCE WITH THE REQUIREMENTS OF IBC SECTION 1704, 1707, AND STRUCTURAL TESTING IN ACCORDANCE WITH THE REQUIREMENTS OF IBC SECTION 1708 SHALL BE REQUIRED FOR: 1. DESIGNATED SEISMIC FORCE RESISTING SYSTEMS DENOTED BY [SFRS] ON PLAN OR DETAIL 2. ALL SEISMIC FORCE RESISTING SYSTEMS (SFRS) SHOWN IN ELEVATION 3. EXISTING SEISMIC FORCE RESISTING SYSTEMS DENOTED ON PLAN OR DETAIL BY [ESFRS]. ANY DEFICIENCIES OR DISCREPANCIES FROM THAT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE REPORTED TO THE STRUCTURAL ENGINEER OF RECORD. CONTRACTOR’S ENGINEERING REQUIREMENTS (DEFERRED SUBMITTALS) GENERAL CONTRACTOR'S PRIOR REVIEW: ONCE THE CONTRACTOR HAS COMPLETED HIS REVIEW OF THE SPECIALTY STRUCTURAL ENGINEER’S (SSE) COMPONENT DRAWINGS, THE SER WILL REVIEW THE SUBMITTAL FOR GENERAL CONFORMANCE WITH THE DESIGN AND IMPACT TO STRUCTURE OF THE BUILDING AND WILL STAMP THE SUBMITTAL ACCORDINGLY. REVIEW OF THE SSE SHOP DRAWINGS (COMPONENT DESIGN DRAWINGS) IS FOR COMPLIANCE WITH DESIGN CRITERIA AND COMPATIBILITY WITH THE DESIGN OF THE PRIMARY STRUCTURE AND DOES NOT RELIEVE THE SSE OF RESPONSIBILITY FOR THAT DESIGN. ALL NECESSARY BRACING, TIES, ANCHORAGE, PROPRIETARY PRODUCTS SHALL BE FURNISHED AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS OR THE SSE'S DESIGN DRAWINGS AND CALCULATIONS. THESE ELEMENTS INCLUDE BUT ARE NOT LIMITED TO: 1. PRE-FABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES. SOIL AND FOUNDATIONS REFERENCE STANDARDS: CONFORM TO IBC CHAPTER 18 "SOILS AND FOUNDATIONS." GEOTECHNICAL REPORT: AXIOM PLLC RECOMMENDS THE OWNER TO OBTAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO VERIFY THE ON SITE SOILS ARE SUITABLE FOR THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR'S RESPONSIBILITIES: CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE GEOTECHNICAL REPORT AND SHALL FOLLOW THE RECOMMENDATIONS SPECIFIED THEREIN INCLUDING, BUT NOT LIMITED TO, SUBGRADE PREPARATIONS, PILE INSTALLATION PROCEDURES, GROUND WATER MANAGEMENT AND STEEP SLOPE BEST MANAGEMENT PRACTICES." GEOTECHNICAL SUBGRADE INSPECTION: THE GEOTECHNICAL ENGINEER SHALL INSPECT ALL SUB-GRADES AND PREPARED SOIL BEARING SURFACES, PRIOR TO PLACEMENT OF FOUNDATION REINFORCING STEEL AND CONCRETE. GEOTECHNICAL ENGINEERS SHALL PROVIDE A LETTER TO THE OWNER STATING THAT SOILS ARE ADEQUATE TO SUPPORT THE "ALLOWABLE FOUNDATION BEARING PRESSURE(S)" SHOWN BELOW. FOUNDATIONS AND FOOTINGS: FOUNDATIONS SHALL BEAR ON EITHER COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL AS PER THE GEOTECHNICAL REPORT. EXTERIOR PERIMETER FOOTINGS SHALL BEAR NOT LESS THAN 36" BELOW FINISH GRADE, UNLESS OTHERWISE SPECIFIED BY THE GEOTECHNICAL ENGINEER AND/OR THE BUILDING OFFICIAL. FOOTING DEPTH: FOOTINGS SHALL BE PLACED ACCORDING TO THE DEPTHS SHOWN ON THE DRAWINGS. TOPS OF FOOTINGS SHALL BE AS SHOWN ON PLANS WITH VERTICAL CHANGES AS INDICATED WITH STEPS IN THE FOOTINGS; LOCATIONS OF STEPS SHOWN AS APPROXIMATE AND SHALL BE COORDINATED WITH THE CIVIL GRADING PLANS TO ENSURE THAT THE EXTERIOR PERIMETER FOOTINGS BEAR NO LESS THAN 36" BELOW FINISH GRADE, OR AS OTHERWISE INDICATED BY THE GEOTECHNICAL ENGINEER OR BUILDING OFFICIAL. EXCAVATIONS FOR FOOTINGS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE AND REINFORCING. THE GEOTECHNICAL ENGINEER SHALL SUBMIT A LETTER OF COMPLIANCE TO THE OWNER. SHOULD SOIL AT THESE PRESCRIBED DEPTHS NOT MEET THE APPROVAL OF THE GEOTECHNICAL ENGINEER, FOOTING ELEVATIONS OR DESIGNS WILL BE ALTERED BY CHANGE ORDER. SLABS-ON-GRADE: ALL SLABS-ON-GRADE SHALL BEAR ON COMPACTED STRUCTURAL FILL OR COMPETENT NATIVE SOIL PER THE GEOTECHNICAL REPORT. ALL MOISTURE SENSITIVE SLABS-ON-GRADE OR THOSE SUBJECT TO RECEIVE MOISTURE SENSITIVE COATINGS/COVERING SHALL BE PROVIDED WITH AN APPROPRIATE CAPILLARY BREAK AND VAPOR BARRIER/RETARDANT OVER THE SUBGRADE PREPARED AND INSTALLED AS NOTED IN THE GEOTECHNICAL REPORT, BARRIER MANUFACTURER'S WRITTEN RECOMMENDATIONS AND COORDINATED WITH THE FINISHES SPECIFIED BY THE ARCHITECT. PREPARATION: THE CONTRACTOR SHALL PROVIDE FOR PROPER DEWATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER, SEEPING ETC SHORING: THE CONTRACTOR SHALL PROVIDE FOR THE INSTALLATION AND DESIGN OF ALL CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY AND ADEQUATELY RETAIN THE EARTH BANKS, NEW WALLS AND SUPPORT ANY EXISTING STRUCTURES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. EXISTING CONDITIONS: ALL ABANDONED UTILITIES, FOOTINGS, ETC, THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. NOTIFY THE STRUCTURAL ENGINEER SHOULD EXISTING FOUNDATIONS OR STRUCTURES BE ENCOUNTERED THAT ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS. BACKFILL: ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN THE BUILDING PERIMETER SHALL BE MECHANICALLY COMPACTED IN LAYERS, TO THE APPROVAL OF THE GEOTECHNICAL ENGINEER. FLOODING WILL NOT BE PERMITTED. SEE THE GEOTECHNICAL REPORT FOR REQUIREMENTS. BACKFILL BEHIND RETAINING OR PIT WALLS BELOW GRADE SHALL NOT OCCUR UNTIL THE WALLS HAVE REACHED FULL DESIGN STRENGTH. PROPER BRACING TO PROTECT THE STRUCTURE AGAINST LATERAL LOADS SHALL BE IN PLACE PRIOR TO BACKFILL UNTIL THE ATTACHING FLOORS ARE IN PLACE AND HAVE REACHED FULL DESIGN STRENGTH. - ALLOWABLE FOUNDATION BEARING PRESSURE - COEFFICIENT OF SLIDING FRICTION DESIGN SOIL VALUES 1500 PSF 0.35 CAST-IN-PLACE CONCRETE REFERENCE STANDARDS: CONFORM TO: 1. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE", WITH MODIFICATIONS AS NOTED ON THE PROJECT DRAWINGS AND SPECIFICATIONS 2. IBC CHAPTER 19 "CONCRETE" 3. ACI 318 WITH MODIFICATIONS AS NOTED ON THE PROJECT DRAWINGS AND SPECIFICATIONS 4. ACI 117: SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS AND COMMENTARY RE-APPROVED 2015 FIELD REFERENCE: THE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE MANUAL, SP-15, "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301-10) WITH SELECTED ACI AND ASTM REFERENCES." CONCRETE MIXTURES: CONFORM TO ACI 301 SECTION 4 "CONCRETE MIXTURES" AND IBC SECTION 1905.3. MATERIALS: CONFORM TO ACI 301 SECTION 4.2.1 "MATERIALS" FOR REQUIREMENTS FOR CEMENTITIOUS MATERIALS, AGGREGATES, MIXING WATER AND ADMIXTURES. 1. CEMENT A. PORTLAND CEMENT SHALL CONFORM TO ASTM C150 TYPE II. B. IF SULFATES ARE IN SOIL, PER GEOTECHNICAL REPORT, USE ASTM C150 TYPE V CEMENT WITH MINIMUM CONCRETE STRENGTH OF 4500 PSI AND MAXIMUM WATER CEMENT RATIO F 0.45 IN ACCORDANCE WITH IBC SECTION 1904.3 C. DO NOT USE CONCRETE OR GROUT CONTAINING CHLORIDES. SUBMITTALS: PROVIDE ALL SUBMITTALS REQUIRED BY ACI 301 SECTION 4.1.2. SUBMIT MIX DESIGNS TO THE SER FOR EACH MIX IN THE TABLE BELOW. SUBSTANTIATING STRENGTH RESULTS FROM PAST TESTS SHALL NOT BE OLDER THAN 12 MONTHS PER ACI 318 SECTION 5.3. ALL MIX DESIGNS SHALL BE VERIFIED BY A QUALIFIED TESTING LABORATORY. WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION, MIX DESIGNS SHALL BE WET STAMPED BY A CIVIL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED. CAST-IN-PLACE CONCRETE MEASURING, MIXING AND DELIVERY: CONFORM TO ACI 301 SECTION 4.3-EXECUTION. 1. DO NOT ADD WATER TO CONCRETE DURING DELIVERY, AT PROJECT SITE, OR DURING PLACEMENT. HANDLING, PLACING, CONSTRUCTING AND CURING: CONFORM TO ACI 301 SECTION 5. IN ADDITION, HOT WEATHER CONCRETING SHALL CONFORM TO ACI 306.1-90 AND COLD WEATHER CONCRETING SHALL CONFORM TO ACI 306R-10. CONCRETE CURING: PROVIDE CURING COMPOUNDS FOR CONCRETE AS FOLLOWS: 1. USE MEMBRANE CURING COMPOUNDS THAT ARE COMPATIBLE WITH AND WILL NOT AFFECT SURFACES TO BE COVERED WITH FINISH MATERIALS APPLIED DIRECTLY TO CONCRETE. 2. APPLY CURING COMPOUNDS AT A RATE EQUIVALENT TO THE RATE OF APPLICATION AT WHICH CURING COMPOUND WAS ORIGINALLY TESTED FOR IN CONFORMANCE TO THE REQUIREMENTS OF ASTM C 309-11 AND THE MANUFACTURER'S RECOMMENDATIONS. CONSTRUCTION JOINTS: CONFORM TO ACI 301 SECTIONS. 2.2.2.5, 5.2.2.1 AND 5.3.2.6. CONSTRUCTION JOINTS SHALL BE LOCATED AND DETAILED AS ON THE CONSTRUCTION DRAWINGS. SUBMIT ALTERNATE LOCATIONS PER ACI 301 SECTION 5.1.2.3A FOR REVIEW AND APPROVAL BY THE SER (2) WEEKS MINIMUM PRIOR TO FORMING. USE OF AN ACCEPTABLE ADHESIVE, SURFACE RETARDANT, PORTLAND CEMENT GROUT OR ROUGHENING THE SURFACE IS NOT REQUIRED UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. EMBEDDED ITEMS: POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS AND OTHER STRUCTURAL (REINFORCING BARS, ANCHOR BOLTS AND OTHER EMBEDDED ITEMS) AND NON-STRUCTURAL EMBEDDED ITEMS BEFORE PLACING CONCRETE. CONTRACTOR SHALL REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS AND COORDINATE OTHER EMBEDDED ITEMS. GROUT: USE 5000 PSI NON-SHRINK GROUT UNDER COLUMN BASE PLATES. CONCRETE PLACEMENT TOLERANCE: CONFORM TO ACI 117 FOR CONCRETE PLACEMENT TOLERANCE. CONCRETE FORMS SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE THE SPECIFIED CAMBERS INDICATED IN THE STRUCTURAL DRAWINGS. CONCRETE PLACEMENT SHALL BE IN ACCORDANCE WITH ACI STANDARD 304 AND PROJECT SPECIFICATIONS. CONCRETE PREPARATION AND FINISH: CONCRETE SURFACES TO BE ROUGHENED TO 1/4" AMPLITUDE WHERE MASONRY WALLS INTERSECT CONCRETE OR WHERE NEW CONCRETE INTERFACES WITH EXISTING CONCRETE. THE PROJECTING CORNERS OF COLUMNS, BEAMS, AND WALLS, ETC, SHALL BE FORMED WITH A 3/4" CHAMFER, UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS OR SPECIFICATIONS. MEMBER TYPE/LOCATION TABLE OF MIX DESIGN REQUIREMENTS 28 DAY STRENGTH f'c(PSI)MAXIMUM AGGREGATEEXPOSURE CLASSMAX W/CAIR CONTENTFOOTINGS 3,000 3/4" C1 0.45 5% TABLE OF MIX DESIGN REQUIREMENTS NOTES: 1. W/C RATIO: WATER-CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. MAXIMUM RATIOS ARE CONTROLLED BY STRENGTH NOTED IN THE TABLE OF MIX DESIGN REQUIREMENTS AND DURABILITY REQUIREMENTS GIVEN IN ACI 318 SECTION 4.3. 2. CEMENTITIOUS MATERIALS: A. THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, OR SLAG SHALL CONFORM TO ACI 318 SECTIONS 4.3.1 AND 4.4.2. MAXIMUM AMOUNT OF FLY ASH SHALL BE 20% OF TOTAL CEMENTITIOUS CONTENT UNLESS REVIEWED AND APPROVED OTHERWISE BY SER. B. CEMENTITIOUS MATERIALS SHALL CONFORM TO THE RELEVANT ASTM STANDARDS LISTED IN ACI 318 SECTION 3.2.1. 3. AIR CONTENT: CONFORM TO ACI 318 SECTION 4.4.1. MINIMUM STANDARDS FOR EXPOSURE CLASS ARE NOTED IN THE TABLE. IF FREEZING AND THAWING CLASS IS NOT NOTED, AIR CONTENT GIVEN IS THAT REQUIRED BY THE SER. CONCRETE SURFACES IN CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR. TOLERANCE IS ±1-1/2%. AIR CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT. 4. HARDROCK AGGREGATES SHALL CONFORM TO ASTM C33. LIGHT-WEIGHT AGGREGATES SHALL CONFORM TO ASTM C330. 5. SLUMP: CONFORM TO ACI 301 SECTION 4.2.2.2. SLUMP SHALL BE DETERMINED AT POINT OF DELIVERY. 6. CHLORIDE CONTENT: CONFORM TO ACI 318 SECTION 4.3.1 AND TABLE R4.3.1. 7. NON-CHLORIDE ACCELERATOR: NON-CHLORIDE ACCELERATING ADMIXTURE MAY BE USED IN CONCRETE PLACED AT AMBIENT TEMPERATURES BELOW 50°F AT THE CONTRACTOR'S OPTION. 8. ACI 318, SECTION 4 EXPOSURE CLASSES SHALL BE ASSUMED TO BE F0, S0, P0, AND C0 UNLESS DIFFERENT EXPOSURE CLASSES ARE LISTED IN THE TABLE OF MIX DESIGN REQUIREMENTS THAT MODIFY THESE BASE REQUIREMENTS. 9. DO NOT ADD WATER TO CONCRETE DURING DELIVERY, AT PROJECT SITE OR DURING PLACEMENT. SLABS ON GRADE (INTERIOR) 3,000 3/4" - 0.40 - STEMWALLS 4,500 3/4" F1, C1 0.45 5% SLABS: UNLESS OTHERWISE INDICATED IN THE MECHANICAL OR ELECTRICAL DRAWINGS OR PROJECT SPECIFICATIONS, MECHANICAL PIPES AND ELECTRICAL CONDUITS WHICH PASS THROUGH SLAB ON GRADE, CONCRETE ON STEEL DECK, FRAMED CONCRETE FLOORS AND WALLS DO NOT REQUIRE SLEEVES. IF SLEEVES ARE REQUIRED, THE SLEEVES SHALL BE INSTALLED PRIOR TO PLACING CONCRETE. DO NOT CUT ANY REINFORCING WHICH MAY INTERFERE WITH SLEEVE PLACEMENT. CORING OPENINGS IN CONCRETE IS NOT PERMITTED. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. WITH THE EXCEPTION OF SLABS ON GRADE AND CONCRETE ON STEEL DECK, THE OUTSIDE DIAMETER OF MECHANICAL PIPES AND/OR EMBEDDED ELECTRICAL CONDUITS (OTHER THAN THOSE PASSING THROUGH) SHALL NOT EXCEED 1/3 OF THE SLAB THICKNESS AND SHALL BE CENTERED BETWEEN THE TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATIONS OF MECHANICAL PIPES AND/OR ELECTRICAL CONDUITS SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED. CONDUIT AND PIPE SHALL BE SPACED @ 3" OR 3 DIAMETERS ON CENTER, WHICHEVER IS LARGER. FOR SLABS ON GRADE AND CONCRETE ON STEEL DECK NO PIPES OR CONDUITS SHALL BE PLACED WITHIN THE INDICATED CONCRETE SLAB THICKNESS AND SHALL BE LOCATED BELOW THE SLAB UNLESS SPECIFICALLY DETAILED OTHERWISE. CLEAR COVERAGE TO REINFORCING: CLEAR COVERAGE OF CONCRETE REINFORCING SHALL BE PER ACI 318 SECTION 7.7 AS FOLLOWS: CLEAR COVERAGE OF REINFORCING LOCATION OF CONCRETE CONCRETE COVER CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND UNO: SLABS, WALLS AND JOISTS: #14 AND #18 BAR #11 BAR AND SMALLER 1 1/2” 3/4" CONCRETE EXPOSED TO EARTH AND WEATHER: #6 THROUGH #18 BAR #5 BAR AND SMALLER 2” 1 1/2” BEAMS AND COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 1/2" SLAB ON GRADE:SEE PLAN REINFORCING STEEL (FOR CONCRETE AND MASONRY) REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318) AND THE 'MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' BY CRSI AND WCRSI AS MODIFIED BY THE PROJECT DRAWINGS AND SPECIFICATIONS. REINFORCING MATERIAL: DEFORMED REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60 AND ASTM A706 GRADE 60 FOR DEFORMED WELDABLE BARS. WELDING: WELDING OF REINFORCING IS PERMITTED ONLY WHERE SHOWN ON THE DRAWINGS OR WHEN APPROVED BY THE STRUCTURAL ENGINEER. WELDING OF REINFORCING BARS SHALL BE WITH LOW HYDROGEN ELECTRODES IN ACCORDANCE WITH THE 'RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL, ETC', AMERICAN WELDING SOCIETY, AWS D1.4 AND ACI 318 SECTION 26.6.4 ALL REINFORCING TO BE WELDED SHALL CONFORM TO ASTM A706 GRADE 60 UNO REINFORCING BAR BENDS: ALL REINFORCING BAR BENDS SHALL BE MADE COLD. DOWELS: REINFORCING DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME NUMBER, SIZE, SPACING AND GRADE AS THE SPECIFIED VERTICAL REINFORCING, UNO INSPECTION: ALL REINFORCING BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION OCCURS. WIRE FABRIC: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6" OR ONE FULL MESH AND ONE HALF, WHICHEVER IS GREATER. STRUCTURAL STEEL DESIGN STANDARDS: STRUCTURAL STEEL FOR THIS PROJECT IS DESIGNED IN ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS. STRUCTURAL STEEL FOR THIS PROJECT IS DESIGNED PER AISC STEEL CONSTRUCTION MANUAL, FOURTEENTH EDITION. REFERENCE STANDARDS: 1. IBC, CHAPTER 22 STEEL, HEREAFTER REFERENCED AS IBC. 2. ANSI/AISC 303 - CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, HEREAFTER REFERENCED AS AISC 303. 3. ANSI/AISC 360 - SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, HEREAFTER REFERENCED AS AISC 360. 4. RCSC - SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS, PREPARED BY "RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS, HEREAFTER REFERENCED AS RCSC. 5. AWS D1.1 - STRUCTURAL WELDING CODE- STEEL, HEREAFTER REFERENCED AS AWS D1.1. SUBMITTALS: 1. SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH AISC 360 SECTION M.1 AND AISC 303 SECTION 4. 2. SUBMIT WELDER'S CERTIFICATES VERIFYING QUALIFICATION WITHIN PAST 12 MONTHS. 3. AFFIDAVIT STATING THE STEEL PROVIDED MEETS THE REQUIREMENTS OF THE GRADE(S) SPECIFIED. 4. MANUFACTURER'S ENGINEERING AND INSTALLATION INFORMATION FOR POST- INSTALLED ANCHORS INCLUDING APPLICABLE ICC EVALUATION SERVICE (ESR-XXXX) REPORT. 5. QA PLAN AND PROCEDURES OF FABRICATION SHOP. STEEL MATERIALS WIDE FLANGE (W), TEE (WT) SHAPES ASTM A992, Fy =50 KSI ALL MEMBERS ARE TO BE ERECTED WITH THE NATURAL MILL CAMBER OR INDUCED CAMBER UP, UNLESS OTHERWISE NOTED ON THE DRAWINGS. BEAM CAMBER ON THE DRAWINGS IS THE UPWARD CAMBER REQUIRED IN THE BEAM AS DELIVERED TO THE JOBSITE. CONTRACTOR TO CONSIDER CAMBER LOSS, IF ANY, DUE TO SHIPPING AND HANDLING. CHANNEL (C), ANGLES (L), PLATES (PL), AND BARS ASTM A36, Fy = 36 KSI HOLLOW STRUCTURAL SECTION SQUARE/RECT (HSS) ROUND (HSS) ASTM A500, GRADE B Fy = 46 KSI ASTM A500, GRADE B Fy = 42 KSI WELDED HEADED STUDS ASTM A108 WELDING ELECTRODES E70XX, E71TXX UNLESS NOTED OTHERWISE WITH A MINIMUM TOUGHNESS OF 20 FT-LBS AT 40° F ANCHOR RODS (UNO) ASTM F1554, GRADE 36, Fy=36 KSI * DESIGN SOIL VALUES SHOWN ARE PRESUMPTIVE VALUES PRESENTED IN IBC 1806 AND THEREFORE ARE TO BE VERIFIED IN THE FIELD. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. REINFORCED CONCRETE MASONRY REFERENCE STANDARDS: CONFORM TO: 1. IBC CHAPTER 21 "MASONRY." 2. ACI 530-13/ASCE 5-13/TMS 402-13 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES." HEREIN REFERENCED AS MSJC. 3. ACI 530.1-13/ASCE 6-13/TMS 602-13 "SPECIFICATION FOR MASONRY STRUCTURES." HEREIN REFERENCED AS MSJC.1. 4. ACI SP-66 "ACI DETAILING MANUAL" INCLUDING ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT.” 5. ANSI/AWS D1.4 - 2011 "STRUCTURAL WELDING CODE- REINFORCING STEEL." QUALITY ASSURANCE: CONFORM TO IBC SECTION 2105 "QUALITY ASSURANCE". 1. MASONRY UNITS: A LETTER OF CERTIFICATION FROM THE MANUFACTURER OF THE UNITS SHALL BE PROVIDED TO THE SER AT THE TIME OF, OR PRIOR TO, THE DELIVERY OF THE UNITS TO THE JOBSITE TO ENSURE THE UNITS HAVE BEEN TESTED ACCORDING TO ASTM C140 AND COMPLY WITH THE COMPRESSIVE STRENGTH SPECIFIED AND ASTM C90. 2. MORTAR: NO MORTAR TESTING IS REQUIRED. MORTAR SHALL COMPLY WITH ASTM C270. 3. GROUT: A LETTER OF CERTIFICATION FROM THE SUPPLIER OF THE GROUT SHALL BE PROVIDED TO THE SER AT THE TIME OF, OR PRIOR TO, DELIVERY OF THE GROUT TO THE JOBSITE TO ENSURE THAT THE GROUT COMPLIES WITH ASTM C476. 4. MASONRY PRISMS: MASONRY PRISM TESTING TO CONFORM TO THE REQUIREMENTS OF MSJC.1 SECTION 1.4 B.2.3. DURING CONSTRUCTION, BUILD AND TEST SETS OF (3) PRISMS IN ACCORDANCE WITH ASTM C1314. BUILD PRISMS UNDER OBSERVATION OF THE SPECIAL INSPECTOR OR AN APPROVED AGENCY AND TEST BY AN APPROVED AGENCY. TEST A SET OF PRISMS FOR EACH 5000 SF OF WALL AREA. PRISM TESTS PRIOR TO CONSTRUCTION ARE NOT REQUIRED. STRENGTH: THE MINIMUM COMPRESSIVE STRENGTH OF THE MASONRY ASSEMBLAGE, f’m, IS 2,000 PSI (UNLESS OTHERWISE NOTED) BASED ON TMS 602-13 TABLE FOR CONCRETE MASONRY. THE MINIMUM REQUIRED 28 DAY COMPRESSIVE STRENGTHS FOR GROUT, MORTAR AND BLOCK SHALL BE THE FOLLOWING: SPECIAL INSPECTION: SPECIAL INSPECTIONS SHALL BE PERFORMED PER THE "TESTS AND INSPECTIONS" SECTION OF THE STRUCTURAL GENERAL NOTES. ANCHORS, TIES AND CONNECTORS: MASONRY ANCHORS, TIES AND CONNECTORS SHALL BE AS SPECIFIED ON STRUCTURAL DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR MASONRY ANCHOR TIES NOT INCLUDED ON THE STRUCTURAL DRAWINGS. EMBEDDED ITEMS: EMBEDDED ITEMS AND ACCESSORIES SHALL BE IN ACCORDANCE WITH MSJC SECTION 3.2.2 AND INSTALLED IN ACCORDANCE WITH MSJC.1 SECTION 3.3 D. POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS AND OTHER STRUCTURAL AND NON-STRUCTURAL EMBEDDED ITEMS BEFORE PLACING GROUT. CONTRACTOR SHALL REFER TO STRUCTURAL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ETC AND COORDINATE ALL EMBEDDED ITEMS. POST INSTALLED ANCHORS: ANCHOR LOCATION, TYPE, DIAMETER AND EMBEDMENT SHALL BE AS INDICATED ON DRAWINGS. REFERENCE THE POST INSTALLED ANCHORS SECTION FOR APPLICABLE POST-INSTALLED ANCHOR ADHESIVES. ANCHORS SHALL BE INSTALLED AND INSPECTED IN STRICT ACCORDANCE WITH THE APPLICABLE ICC-ES REPORT. SPECIAL INSPECTION SHALL BE PER THE TESTS AND INSPECTIONS SECTION. MASONRY REINFORCING STEEL: MASONRY REINFORCING SHALL BE AS NOTED ON PLANS AND IN SCHEDULES AND SHALL BE SECURELY PLACED IN ACCORDANCE WITH IBC SECTIONS 2103, 2104, 2105, AND MSJC SECTION 6.1. CONTINUOUS BOND BEAMS WITH HORIZONTAL BAR OR BARS SHALL BE PROVIDED PER MASONRY WALL SCHEDULE AND AT ALL FLOOR AND ROOF LINES AND AT THE TOP OF THE WALL. PROVIDE A BOND BEAM WITH HORIZONTAL BAR OR BARS OVER ALL OPENINGS, AND EXTEND THESE BARS 2'-0" PAST THE OPENING AT EACH SIDE. PROVIDE A BAR OR BARS VERTICALLY FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS, WALL ENDS AND INTERSECTIONS. DOWELS TO MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF 1'-6" OR HOOKED INTO THE SUPPORTING STRUCTURE AND BE OF THE SAME SIZE AND SPACING AS WALL REINFORCING. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT WALL INTERSECTIONS. ALL BARS SHALL BE LAPPED PER THE TYPICAL DETAILS UNLESS NOTED ON THE PLANS. CONSTRUCTION: MASONRY SHALL BE CONSTRUCTED IN ACCORDANCE WITH IBC SECTION 2104 "CONSTRUCTION", AND MSJC.1 PART 3 "EXECUTION." COLD AND HOT WEATHER CONSTRUCTION: COLD AND HOT WEATHER CONSTRUCTION SHALL BE IN ACCORDANCE WITH MSJC SECTION 1.8 C AND 1.8 D. BLOCK PATTERN: USE RUNNING BOND UNLESS NOTED. FOR STACK BOND, FOLLOW CRITERIA IN MSJC SECTION 4.5. GROUTED CELLS: MINIMUM GROUTING SPACES AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH MSJC SECTION 6.1 AND MSJC.1 SECTION 3.5. PROVIDE GROUTED CELLS AT ALL REINFORCING, EMBEDDED HEADED ANCHOR STUDS AND POST INSTALLED ANCHOR LOCATIONS. MASONRY 28 DAY COMPRESSIVE STRENGTHS (FOR GROUT, MORTAR AND BLOCK) f'm 2,000 PSI 2,500 PSI 3,000 PSI NOTES: 1. THE STRENGTHS IN THIS TABLE ARE MINIMUM REQUIREMENTS. IF GREATER STRENGTHS ARE REQUIRED TO MEET THE F'm FOR THE COMBINED ASSEMBLY, THE GREATER STRENGTHS SHALL BE USED TO ACHIEVE THE F'm REQUIRED. 2. ALL MASONRY BELOW GRADE SHALL USE TYPE M MORTAR REGARDLESS OF f'm 3. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS ON THE NET AREA. GROUT 2,000 PSI 2,500 PSI 3,000 PSI MORTAR (SEE NOTE 2) 1,800 PSI TYPE S 2,500 PSI TYPE M 2,500 PSI TYPE M BLOCK (SEE NOTE 3) 2,000 PSI 3,250 PSI 4,500 PSI GROUT POUR HEIGHT: GROUT POUR HEIGHT SHALL NOT EXCEED HEIGHT SPECIFIED IN MSJC.1 SECTION 3.5C. GROUT LIFTS: UNLESS OTHERWISE NOTED, GROUT LIFTS AND POUR HEIGHT SHALL NOT EXCEED 5'-4" GROUT LIFTS BETWEEN 5'-4" AND 12'-8" ARE TO MEET REQUIREMENTS PER MSJC.1 SECTION 3.5D AND APPROVED BY SER. CONTROL AND EXPANSION JOINTS: REFERENCE DRAWINGS FOR TYPICAL DETAILS OF MASONRY CONTROL AND EXPANSION JOINTS. LOCATION OF CONTROL AND EXPANSION JOINTS SHALL BE COORDINATED WITH THE ARCHITECT AND APPROVED BY SER. UNLESS OTHERWISE INDICATED ON DRAWINGS, INSTALL CONTROL AND EXPANSION JOINTS AT THE FOLLOWING: 1. CONTINUOUS WALLS: VERTICAL JOINTS AT THE LESSER OF 2.5 TIMES THE WALL HEIGHT OR 25'-0" ON CENTER MAXIMUM. 2. CORNERS AND INTERSECTING WALLS: FIRST VERTICAL JOINT FROM THE CORNER AT LESSER OF 1.25 TIMES THE WALL HEIGHT OR 16'-0". 3. ABRUPT CHANGES IN WALL HEIGHT AND WALL THICKNESS, SUCH AS ADJACENT TO COLUMNS OR PILASTERS. MECHANICAL AND ELECTRICAL: MECHANICAL AND ELECTRICAL PIPES AND CONDUIT PENETRATING THE WALLS DO NOT REQUIRE SLEEVES UNLESS SPECIFIED IN THE PROJECT SPECIFICATIONS TEMPORARY BRACING: CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF MASONRY DURING CONSTRUCTION. REFERENCE "CONTRACTOR RESPONSIBILITIES" SECTION FOR FURTHER INFORMATION AND REQUIREMENTS. no. desc. date S K E LTON YRRAL 16200 A L ENGI NEERNOISSEFORP SNEDECIL FO IDAHO ETATS12/20/2019 HEADQUARTERS: 121 N. 9TH ST. SUITE #401 BOISE, ID 83702 PHONE: 208-639-4520 AxiomPLLC.com Axiom Project Number: A19-121 ALL STRUCTURAL DRAWINGS USED ON THESE PLANS ARE COPYRIGHT © OF AXIOM PLLC. Boise, ID Albuquerque, NMSalt Lake City, UT erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 s0.03 general notesnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg KR SD 12.20.2019 180404 permit set GENERAL NOTES METAL ROOF AND FLOOR DECK REFERENCE STANDARDS: CONFORM TO: 1. ICC REPORT ESR-1735P ISSUED SEPTEMBER 1, 2009 2. ANSI NAS OR ASCE 8 3. NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS NASPEC 2001. 4. AISI "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" 5. AWS D1.3 "STRUCTURAL WELDING CODE-SHEET STEEL." SUBMITTALS: SUBMIT SHOP DRAWINGS TO THE ARCHITECT/ENGINEER FOR REVIEW. SHOP DRAWINGS SHALL INCLUDE MATERIAL TYPE, DESIGN LOADS, DIAPHRAGM CAPACITIES, SPAN LAYOUT BY SSE, DECK ATTACHMENTS, METAL DECK EDGE FORM DESIGN AND CALCULATIONS, AND SHORING REQUIREMENTS. ALL OPENINGS SHALL BE INDICATED. ANY ALTERNATE DECK TYPES AND GAGES SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO FABRICATION AND SHALL INCLUDE A VALID ICC EVALUATION REPORT, CALCULATIONS AND SHOP DRAWINGS (COMPONENT DESIGN DRAWINGS) STAMPED BY THE SSE. MATERIAL: ASTM A653- SS DESIGNATION, GRADE 33. ZINC COATED PER A653, G60. ALL ROOF DECK SHALL BE GALVANIZED. 1. GALVANIZED DECK - ASTM A653 GRADE 33 2. GALVANIZED CORRUGATED DECK - ASTM A653 GRADE 80 3. PAINTED DECK - ASTM A611 GRADE C TYPE: DECK SHALL BE 'VERCO" TYPE AS SHOWN ON THE STRUCTURAL DRAWINGS BASED ON 3-SPAN, UNSHORED CONDITION. SHORING FOR CONCRETE FILLED DECK IS REQUIRED FOR CONDITIONS OTHER THAN (3) SPAN. TO ELIMINATE SHORING, THE CONTRACTOR MAY CHOOSE TO USE A HEAVIER GAGE DECK WITH APPROVAL BY THE SER. INSTALLATION: INSTALL DECK IN ACCORDANCE WITH SUPPLIER'S INSTRUCTIONS AND SHOP DRAWINGS. ATTACHMENTS SHALL RESIST THE UPLIFT FORCES AND THE DIAPHRAGM SHEAR FORCES SHOWN ON THE DRAWINGS. WELDING SHALL CONFORM TO AWS D1.3. WELDERS SHALL HAVE CURRENT AWS LIGHT GAGE CERTIFICATION. MINIMUM END LAP SHALL BE 2" CENTERED OVER SUPPORTS. MINIMUM BEARING OF STEEL DECK ON SUPPORTS SHALL BE 2". ALL 3" DEEP STEEL DECK SHALL HAVE MINIMUM BEARING OF 3". SHEETS SHALL BE ATTACHED TO ALL SUPPORTING STEEL MEMBERS BY WELDING AS INDICATED ON DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. UPON COMPLETION OF ERECTION, ALL WELDS ON STEEL DECK AREAS EXPOSED TO WEATHER SHALL BE DE- SLAGGED, CLEANED AND TOUCHED-UP WITH A ZINC RICH PRIMER. OPENINGS: DECK OPENINGS LESS THAN 6" DO NOT REQUIRE REINFORCEMENT. FOR LARGER OPENINGS, REFER TO TYPICAL DETAILS. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, ETC, FOR SIZES AND LOCATIONS OF DECK OPENINGS AND FOR DECK OPENINGS SMALLER THAN 12" NOT SHOWN ON THE STRUCTURAL DRAWINGS. OPENINGS LARGER THAN 12" SHALL NOT BE PLACED IN DECK UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS. ACCESSORIES: DECK MANUFACTURER SHALL FURNISH SHORING PLANS, CLOSURE PLATES, RIDGE AND VALLEY PLATES, CANT STRIPS, SUMP PANS, FLASHING AND ALL OTHER LIGHT GAGE STEEL MATERIAL REQUIRED TO COMPLETE THE WORK. HANGING LOADS: DO NOT HANG LOADS FROM METAL DECK WITHOUT THE CONSENT OF THE DECK MFR PROVIDE ENGINEERED STRUCTURAL SYSTEM TO HANG LOADS FROM STEEL JOISTS OR BEAMS. THIS INCLUDES BUT IS NOT LIMITED TO METAL STUD SOFFIT OR CEILING FRAMING, MECHANICAL OR PLUMBING EQUIPMENT, ETC WOOD FRAMING REFERENCE STANDARDS: CONFORM TO: 1. IBC CHAPTER 23 "WOOD" 2. NDS- "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" 3. APA PDS-97 PLYWOOD DESIGN SPECIFICATION 4. ANSI/TPI1 "NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION" 5. BCSI "GUIDE TO GOOD PRACTICE FOR INSTALLING, RESTRAINING AND BRACING OF METAL PLATED CONNECTED WOOD TRUSSES" 6. TPI DSB "RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" 7. APA REPORT TT-045B "MINIMUM NAIL PENETRATION FOR WOOD STRUCTURAL PANEL CONNECTIONS SUBJECT TO LATERAL LOADS" SUBMITTALS: SUBMIT SHOP DRAWINGS TO THE ARCHITECT/ENGINEER FOR REVIEW. SHOP DRAWINGS SHALL INCLUDE MEMBER SIZE, SPACING, CAMBER, MATERIAL TYPE, GRADE, SHOP AND FIELD ASSEMBLY DETAILS AND CONNECTIONS, TYPES AND LOCATION OF BOLTS AND OTHER FASTENERS. SUPPLY SHOP DRAWINGS FOR THE FOLLOWING: 1. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES. DEFERRED SUBMITTALS: SUBMIT PRODUCT DATA AND PROOF OF ICBO APPROVAL FOR FRAMING MEMBERS AND FASTENERS THAT HAVE BEEN DESIGNED BY OTHERS. SUBMIT CALCULATIONS PREPARED BY A PROFESSIONAL ENGINEER IN THE AUTHORITY HAVING JURISDICTION FOR ALL MEMBERS AND CONNECTIONS DESIGNED BY OTHERS ALONG WITH SHOP DRAWINGS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS AND WEB STIFFENERS SHALL BE DETAILED AND FURNISHED BY THE SUPPLIER. TEMPORARY AND PERMANENT BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S SPECIFICATIONS. DEFLECTION LIMITS SHALL BE AS NOTED UNDER DESIGN LOADS SECTION. PRODUCTS INCLUDED ARE: 1. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES. IDENTIFICATION: ALL SAWN LUMBER AND PRE-MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES: SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH IBC SECTION 2303.4 AND ANSI/TPI 1-2002 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION" FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. TRUSSES SHALL BE HANDLED, INSTALLED, AND BRACED PER "HIB 91" PER THE TRUSS PLATE INSTITUTE. LOADING SHALL BE AS FOLLOWS: VENEER TIES WOOD STUDS: FOR WOOD AND STEEL STUD CONSTRUCTION USE "DUR-O-WAL - D/A213 HOT-DIPPED GALVANIZED WITH 3/16" WIRE PINTLE", OR APPROVED EQUIVALENT. INSTALL AT 4" VENEERS SPACED @ 16" OC MAX VERTICAL AND 16" OC HORIZONTAL. USE 2-D/A808 CO-POLYMER COATED SCREWS PER ANCHOR. UTILIZE A MINIMUM CREEP FACTOR OF 2.0 FOR DEAD AND SUSTAINED LIVE LOADS IN DETERMINING THE TRUSS DEFLECTIONS. PROVIDE ADEQUATE PLIES AND/OR METAL BRACKETS TO ADEQUATELY DISTRIBUTE THE BEARING PRESSURE AT THE ENDS OF THE GIRDER TRUSSES TO THE TOP PLATES OF THE BEARING WALLS SUCH THAT THE BEARING PRESSURE DOES NOT EXCEED 625 PSI. PROVIDE ADDITIONAL TRUSSES (AS REQUIRED) TO CARRY ALL CONCENTRATED LOADS AND MECHANICAL UNITS. WOOD TRUSSES SHALL UTILIZE I.C.C. APPROVED CONNECTOR PLATES. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER IN THE AUTHORITY HAVING JURISDICTION. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC, SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP DOWN TRUSSES, ETC) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. THE TRUSS CONFIGURATIONS, INCLUDING DEPTHS AND MEMBER SIZES SHOWN ON THE DRAWINGS, INDICATE THE DESIRED TRUSS CONFIGURATION AND ARE TO BE COMPLIED WITH WHEREVER POSSIBLE. IF A TRUSS MANUFACTURER IS UNABLE TO MEET THE LOAD REQUIREMENTS SPECIFIED WITH THE TRUSS CONFIGURATION INDICATED, THE MANUFACTURER IS TO SUBMIT WRITTEN NOTICE TO THAT EFFECT TO THE ARCHITECT PRIOR TO SUBMITTING A COST PROPOSAL OR BID. IF A DIFFERENT SYSTEM IS PROPOSED THAT REQUIRES REVISIONS TO PRESENT STRUCTURAL FRAMING OR DETAILS, SUCH SYSTEM SHALL BE CONSIDERED SUBJECT TO THE APPROVAL OF THE OWNER, ARCHITECT, AND STRUCTURAL ENGINEER. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND TRUSS MANUFACTURER TO VERIFY THE WEIGHT AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PRIOR TO SUBMITTING SHOP DRAWINGS. IT SHALL BE NOTED IN THE TRUSS MANUFACTURER'S BID WHETHER OR NOT AN ALLOWANCE HAS BEEN MADE FOR MECHANICAL UNITS. TRUSS SHOP DRAWINGS WILL NOT BE REVIEWED WITHOUT CALCULATIONS BEARING THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, WITH THE AUTHORITY HAVING JURISDICTION. MATERIALS 1. FRAMING LUMBER: SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.I.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2x, 3x, AND 4x MEMBERS) DOUGLAS FIR #2 BEAMS AND STRINGERS: DOUGLAS FIR #1 (INCLUDING 6x AND LARGER MEMBERS) POSTS AND TIMBERS: DOUGLAS FIR #1 STUDS, PLATES AND MISCELLANEOUS DOUGLAS FIR #2 LIGHT FRAMING: 2. FRAMING LUMBER IN DIRECT CONTACT WITH CONCRETE OR MASONRY, EXPOSED TO WEATHER, OR THAT ARE WITHIN 8" OF EARTH SHALL BE PRESERVATIVE TREATED AND MARKED PER IBC AND AWPA STANDARD U1 AND M4 FOR THE SPECIES, PRODUCT, PRESERVATIVE, AND END USE. 3. LAMINATED VENEER LUMBER (LVL) SHALL BE DESIGNED AND MANUFACTURED PER ASTM D5456. EACH PIECE SHALL BEAR A STAMP, OR STAMPS, NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. ALL LAMINATED VENEER LUMBER SHALL BE MANUFACTURED USING DOUGLAS-FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. MINIMUM STRUCTURAL PROPERTIES ARE AS FOLLOWS: FB = 2,600 PSI, E = 1.9 x 10 PSI, FV = 285 PSI DESIGN SHOWN ON PLANS IS BASE ON THE MATERIALS MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. DESIGN SHOWN ON PLANS IS BASED ON MATERIALS MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. LAMINATED STRAND LUMBER STRUCTURAL PROPERTIES RIM JOISTS AND BLOCKING (1 1/4" MINIMUM THICKNESS): Fb = 1700 PSI, E = 1.3 x 106 PSI, Fv = 400 PSI BEAMS AND HEADERS: Fb = 2325 PSI, E = 1.55 x 106 PSI, Fv = 310 PSI STUDS: 2x4 AND 2x6 > 2x6 Fb = 1700 PSI, E = 1.3 x 106 PSI, Fv = 400 PSI Fb = 2425 PSI, E = 1.6 x 106 PSI, Fv = 400 PSI COLUMNS: Fb = 1700 PSI, E = 1.3 x 106 PSI, Fv = 400 PSI DESIGN SHOWN ON PLANS IS BASED ON MATERIALS MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. PARALLEL STRAND LUMBER STRUCTURAL PROPERTIES RESIDENTIAL Fb = 2900 PSI, E = 2.0 x 106 PSI, Fv = 290 PSI COMMERCIAL, D>18” Fb = 2900 PSI, E = 2.2 x 106 PSI, Fv = 290 PSI COMMERCIAL COLUMNS Fb = 2400 PSI, E = 1.8 x 106 PSI, Fv = 2500 PSI WOOD FRAMING (CONT) 4. LAMINATED STRAND LUMBER (LSL) SHALL BE DESIGNED AND MANUFACTURED PER ASTM D5456. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. ALL LAMINATED STRAND LUMBER SHALL BE MANUFACTURED USING A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559. MINIMUM STRUCTURAL PROPERTIES ARE AS FOLLOWS: WOOD FRAMING (CONT) WOOD FASTENERS: NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: 5. PARALLEL STRAND LUMBER (PSL) SHALL BE DESIGNED AND MANUFACTURED PER ASTM D5456. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. ALL PARALLEL STRAND LUMBER SHALL BE MANUFACTURED USING DOUGLAS FIR STRANDS GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. MINIMUM STRUCTURAL PROPERTIES ARE AS FOLLOWS: WOOD STRUCTURAL SHEATHING (PLYWOOD): WOOD APA-RATED STRUCTURAL SHEATHING INCLUDES: ALL VENEER PLYWOOD, ORIENTED STRAND BOARD, WAFERBOARD, PARTICLEBOARD, T1-11 SIDING, AND COMPOSITES OF VENEER AND WOOD BASED MATERIAL WITH T&G JOINT. ARCHITECT MAY DISALLOW OSB. CONFIRM WITH ARCHITECT. CONFORM TO "CONSTRUCTION AND INDUSTRIAL PLYWOOD" BASED ON PRODUCT STANDARD PS 1-07 BY THE U.S. DEPT. OF COMMERCE, AND "PERFORMANCE STANDARD FOR WOOD BASED STRUCTURAL-USE PANELS" BASED ON PRODUCT STANDARD PS 2-04 BY THE U.S. DEPT OF COMMERCE AND "PANEL DESIGN SPECIFICATION (REVISED 1998)" BASED ON APA PDS-04 BY THE AMERICAN PLYWOOD ASSOCIATION. UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE AND GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH (2) 10d-F NAILS AT EACH END, UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2x BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPACED PER PLANS. WHERE NOT NOTED OTHERWISE, NAIL PANEL EDGES WITH 8d NAILS @ 6” OC EDGES, 12” OC IN THE FIELD. ENGINEERED WOOD PRODUCTS: THE FOLLOWING MATERIALS ARE BASED ON LUMBER MANUFACTURED BY TRUS-JOIST AND WERE USED FOR THE DESIGN AS SHOWN ON THE PLANS. ALTERNATE PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD AND STIFFNESS PROPERTIES AND ARE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER. TIMBER CONNECTORS: SHALL BE "STRONG-TIE" BY SIMPSON COMPANY AS SPECIFIED IN THEIR LATEST CATALOG. ALTERNATE CONNECTORS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD CAPACITIES AND ARE REVIEWED AND APPROVED BY THE EOR PRIOR TO ORDERING. CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT (2) MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. WHERE STRAPS ARE USED AS HOLD-DOWNS, NAIL STRAPS TO WOOD FRAMING JUST PRIOR TO DRYWALL APPLICATION, AS LATE AS POSSIBLE IN THE FRAMING PROCESS TO ALLOW THE WOOD TO SHRINK AND THE BUILDING TO SETTLE. PREMATURE NAILING OF THE STRAP MAY LEAD TO STRAP BUCKLING AND POTENTIAL FINISH DAMAGE. WHERE CONNECTORS ARE IN EXPOSED EXTERIOR APPLICATIONS IN CONTACT WITH PRESERVATIVE TREATED WOOD (PT) OTHER THAN SBX/DOT AND ZINC BORATE IN AN INTERIOR, DRY ENVIRONMENT, CONNECTORS SHALL BE EITHER BATCH HOT-DIPPED GALVANIZED (HDG), MECHANICALLY GALVANIZED (ASTM B695, CLASS 40 OR GREATER) STAINLESS STEEL, OR PROVIDED WITH 1.85 OZ/SF OF ZINC GALVANIZING EQUAL TO OR BETTER THAN SIMPSON ZMAX FINISH. FASTENERS (NAILS, BOLTS, SCREWS, ETC) ATTACHING TIMBER CONNECTORS JOIST HANGERS, POST CAPS AND BASES, ETC) TO PT WOOD SHALL HAVE SIMILAR CORROSION RESISTANCE PROPERTIES (MATCHING PROTECTIVE TREATMENTS) AS THE PROTECTED CONNECTOR. FASTENERS (NAILS, BOLTS, SCREWS, ETC) ATTACHING SAWN TIMBER MEMBERS OR SHEATHING (SHEAR WALLS) TO PT WOOD BE CORROSION RESISTANT; NAILS AND LAG BOLTS SHALL BE EITHER HDG (ASTM A153) OR STAINLESS STEEL. VERIFY THE SUITABILITY OF THE FASTENER PROTECTION/COATING WITH THE WOOD TREATMENT CHEMICAL MANUFACTURER/SUPPLIER. PROVIDE STANDARD CUT WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL NAILS 12D AND SMALLER SHALL BE FULL LENGTH COMMON UNLESS NOTED OTHERWISE. 16D NAILS MAY BE 16D SINKERS UNLESS NOTED OTHERWISE. NAIL STRAPS TO WOOD FRAMING AS LATE AS POSSIBLE IN THE FRAMING PROCESS TO ALLOW THE WOOD TO SHRINK AND THE BUILDING TO SETTLE. PREMATURE NAILING OF THE STRAP MAY LEAD TO STRAP BUCKLING AND POTENTIAL FINISH DAMAGE. FASTENERS: CONFORM TO IBC SECTION 2304.9 "CONNECTIONS AND FASTENERS." UNLESS NOTED ON PLANS, NAIL PER TABLE 2304.9.1. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON. ALTERNATE NAILS MAY BE USED BUT ARE SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. SUBSTITUTION OF STAPLES FOR THE NAILING OF RATED SHEATHING IS SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. LAG SCREWS/BOLTS: CONFORM TO ASTM A307 AND IBC SECTION 2304.9. NAILING REQUIREMENTS: PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1. "FASTENING SCHEDULE" EXCEPT AS NOTED ON THE DRAWINGS. NAILING FOR ROOF/FLOOR DIAPHRAGMS/SHEAR WALLS SHALL BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS: SHEATHING FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. HOT DIPPED GALVANIZED NAILS, BOLTS AND METAL PLATES: ALL NAILS, BOLTS AND METAL PLATES IN CONTACT WITH PRESSURE TREATED (INCLUDING FIRE-RETARDANT TREATED) LUMBER SHALL BE HOT DIPPED GALVANIZED. HARDWARE IN CONTACT WITH SBX/DOT AND ZINC BORATE TREATED IN AN INTERIOR, DRY ENVIRONMENT IS NOT REQUIRED TO BE HOT DIPPED GALVANIZED. STANDARD LIGHT-FRAME CONSTRUCTION: UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL CONFORM TO IBC SECTION 2308, "CONVENTIONAL LIGHT-FRAME CONSTRUCTION." NAILERS ON STEEL COLUMNS AND BEAMS: WOOD 3x NAILERS ARE GENERALLY REQUIRED ON ALL HSS COLUMNS AND STEEL BEAMS ABUTTING OR EMBEDDED WITHIN WOOD FRAMING. UNLESS NOTED OTHERWISE, ATTACH WITH 5/8" DIAMETER BOLTS OR WELDED THREADED STUDS @ 16" ON CENTERS. WOOD NAILERS ON BEAMS SUPPORTING JOIST HANGERS SHALL NOT OVERHANG THE BEAM FLANGE BY MORE THAN 1/4". MOISTURE CONTENT: WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE CONTENT OF 19% EXCEPT FOR THE PRESSURE-TREATED WOOD SILL PLATE. REFER TO TESTING AND INSPECTIONS FOR THE VERIFICATION OF THESE LIMITS. THE MAXIMUM MOISTURE CONTENT REQUIRED MAY BE LESS THAN 19% WHEN BASED ON A PARTICULAR CLADDING/INSULATION SYSTEM. REFER TO THE ARCHITECT'S DRAWINGS, AND PROJECT SPECIFICATIONS, OR WITH CLADDING INSTALLER FOR MAXIMUM RECOMMENDED MOISTURE CONTENT. CLADDING COMPATIBILITY: THE ARCHITECT/OWNER SHALL REVIEW THE CLADDING AND INSULATION SYSTEMS PROPOSED FOR THE PROJECT WITH RESPECT TO THEIR PERFORMANCE OVER WOOD STUDS WITH MOISTURE CONTENTS GREATER THAN 19%. EIFS SYSTEMS SHOULD BE AVOIDED ON WOOD-FRAMED PROJECTS DUE TO PROBLEMS WITH MOISTURE PROOFING. WOOD FASTENERS DRAWING ID NAIL NAME NAIL DIAMETER NAIL LENGTH "6d" 6d COMMON 0.113" 2" "8d BOX" 8d BOX 0.113" 2 1/2" "8d" 8d COMMON 0.131" 2 1/2" "10d-F" 10d FRAMER 0.131" 3" "10d" 10d SHEAR 0.148" 2 1/4" "16d" 16d SINKER 0.148" 3 1/4" "16d-S" 16d SHORT 0.131" 3 1/4" TRUSS DESIGN LOADS DEAD LOAD TOP CHORD = 10 PSF BOTTOM CHORD = 8 PSF LIVE LOAD TOP CHORD = 20 PSF BOTTOM CHORD = 200 lb MOVING POINT LOAD TO BE APPLIED ANY LOCATION WIND UPLIFT SEE "DESIGN CRITERIA AND LOADS" SECTION OF NOTES SNOW LOAD TOP CHORD = 35 PSF FLAT ROOF SNOW LOAD PLUS DRIFT STRUCTURAL STEEL (CONT) WELDING: 1. WELDING SHALL CONFORM TO AWS 01.1 AND VISUALLY CONFORM TO AWS SECTION 6 AND TABLE 6.1. FABRICATION/ERECTION INSPECTIONS BY THE CONTRACTOR PER AWS D1.1 SECTION 6, SHALL BE BY ASSOCIATE/CERTIFIED INSPECTORS (CAWI/CWI) PER AWS QC1 OR AWS B5.1. SPECIAL INSPECTIONS (VERIFICATION INSPECTIONS) SHALL BE BY A CERTIFIED WELDING INSPECTOR (CWI) OR SENIOR WELDING INSPECTOR (SCWI) PER AWS B5.1. 2. WELDERS SHALL BE QUALIFIED FOR THE SPECIFIC PREQUALIFIED JOINTS REQUIRED BY THE DESIGN AND CERTIFIED IN ACCORDANCE WITH AWS REQUIREMENTS. 3. WELDER QUALIFICATIONS AND WPS'S SHALL BE MAINTAINED AT THE SITE OF THE WORK AND SHALL BE READILY AVAILABLE FOR INSPECTION UPON REQUEST, BOTH IN THE SHOP AND IN THE FIELD. 4. USE E70 OR E71T, 70 KSI STRENGTH ELECTRODES APPROPRIATE FOR THE PROCESS SELECTED. 5. WELDING OF SHEAR STUDS ON STEEL BEAMS FOR COMPOSITE CONSTRUCTION: HEADED SHEAR STUDS WELDED TO TOPS OF WIDE FLANGE BEAMS, SHALL BE WELDED IN ACCORDANCE WITH AWS D1.1 CHAPTER 7 "STUD WELDING". 6. WELDING OF HEADED STUDS ON EMBEDDED STEEL PLATES FOR ANCHORAGE TO CONCRETE: HEADED STUDS WELDED TO STEEL EMBEDMENT PLATES CAST MONOLITHIC WITH CONCRETE AND SHALL BE WELDED IN ACCORDANCE WITH AWS D1.1 CHAPTER 7 "STUD WELDING", UNLESS NOTED OTHERWISE ON PLANS. HIGH-STRENGTH BOLTING: HIGH STRENGTH BOLTS SHALL BE OF THE ASTM GRADE AND TYPE SPECIFIED IN THE DRAWINGS. UNLESS NOTED OTHERWISE, INSTALL BOLTS IN JOINTS IN ACCORDANCE WITH THE RCSC SPECIFICATION AS JOINT TYPE ST, "SNUG TIGHT"- PER RCSC SPECIFICATION TABLE 4.1 AND SECTION 8.1. INSPECTION IS PER RCSC SECTION 9.1. BOLTS HAVE BEEN DESIGNED AS ASTM A325-N BOLTS - "THREADS INCLUDED IN THE SHEAR PLANE". PROTECTIVE COATING REQUIREMENTS: 1. SHOP PAINTING: CONFORM TO AISC 360 SECTION M3 AND AISC 303 SECTION 6.5 UNLESS A MULTI-COAT SYSTEM IS REQUIRED PER THE PROJECT SPECIFICATIONS. 2. INTERIOR STEEL: A. UNLESS NOTED OTHERWISE, DO NOT PAINT STEEL SURFACES TO BE: a. CONCEALED BY THE INTERIOR BUILDING FINISHES, b. FIREPROOFED, c. EMBEDDED IN CONCRETE, d. SPECIALLY PREPARED AS A ''FAYING SURFACE" FOR TYPE-SC "SLIP-CRITICAL" BOLTED CONNECTIONS, UNLESS THE COATING CONFORMS TO REQUIREMENTS OF THE RCSC BOLT SPECIFICATION AND IS APPROVED BY THE ENGINEER. e. WELDED; IF AREA REQUIRES PAINTING, DO NOT PAINT UNTIL AFTER WELD INSPECTIONS AND NON-DESTRUCTIVE TESTING REQUIREMENT, IF ANY, ARE SATISFIED. f. INTERIOR STEEL, EXPOSED TO VIEW, SHALL BE PAINTED WITH ONE COAT OF SHOP PRIMER UNLESS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. FIELD TOUCH-UPS TO MATCH THE FINISH COAT OR AS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS 3. EXTERIOR STEEL: EXPOSED EXTERIOR STEEL SHALL BE PROTECTED BY EITHER: A. PAINT WITH AN EXTERIOR MULTI-COAT SYSTEM AS PER THE PROJECT SPECIFICATIONS. B. FIELD TOUCH-UP PAINTING SHALL AS PER THE PROJECT SPECIFICATIONS. no. desc. date S K E LTON YRRAL 16200 A L ENGI NEERNOISSEFORP SNEDECIL FO IDAHO ETATS12/20/2019 FOUNDATION PLAN NOTES 1. SEE GEOTECHNICAL REPORT FOR UNDERSLAB AND FOOTING REQUIREMENTS. 2. FINISH FLOOR REFERENCE ELEVATION (FFE) = 0'-0" = 4871.80' CIVIL TYPICAL UNO. 3. TOP OF FOOTING ELEVATION (TOF) EXTERIOR FOOTINGS (TOF)= -2'-6" TYPICAL UNO. INTERIOR FOOTINGS (TOF) = -0'-8" TYPICAL UNO. 4. CONTRACTOR TO COORDINATE SLAB ON GRADE CONTROL AND COLD JOINTS WITH . PROVIDE SPACING / LOCATION TO ARCHITECT AND ENGINEER FOR APPROVAL. 5. WHERE SILL PLATE AND ANCHOR BOLT LAYOUT TO CONCRETE FOUNDATION WALLS AND SLAB, SEE DETAIL AND AT SHEARWALL LOCATIONS SEE 6. FOR INFORMATION REGARDING UNDER SLAB VAPOR RETARDER, SEE ARCH DRAWINGS. 7. SLAB ON GRADE SHALL BE 4" THICK CONCRETE WITH 13x13 D5xD5 WELDED WIRE FABRIC OR #4 AT 24" OC, PLACED 1 1/2" CLEAR FROM TOP OF CONCRETE. SEE ARCHITECTURAL DRAWINGS FOR SLAB DEPRESSIONS, SLOPES, ETC. 8. SLAB ON GRADE AT VAULT SHALL BE 6" THICK CONCRETE WITH #4 AT 18" OC, PLACED 2" CLEAR FROM TOP OF CONCRETE. SEE ARCHITECTURAL DRAWINGS FOR SLAB DEPRESSIONS, SLOPES, ETC. SEE DETAIL 9. FOR STUD WALL SCHEDULE AND ATTACHMENTS, SEE 10. WHERE STEEL COLUMNS OCCUR IN WALL, PROVIDE WOOD NAILER, SEE 11. THE MAJORITY OF STEEL BASE PLATES ARE EMBED PLATES WITH NELSON STUDS AND MUST BE CAST IN PLACE WITH CONCRETE. VERIFY COLUMN LOCATIONS PRIOR TO INSTALLING. SEE FOR BASE PLATE SCHEDULE. 12. COORDINATE CONCRETE FOOTING POUR WITH HOLDOWN SCHEDULE . HOLDOWN RODS MUST BE CAST IN PLACE, AND IN SOME CASES MUST EXTEND INTO FOOTING. CONTRACTOR TO CONTACT EOR PRIOR TO POURING ANY CONCRETE TO ENSURE PROPER INSTALLMENT HAS BEEN ACHIEVED. 13. DENOTES STEP IN FOOTING. SEE:SS 9/s5.01 1/s5.02 4/s6.61 1/s6.61 14/s5.61 4/s6.01 6/s6.01 12/s5.01 7/s5.02 1 1 1.2 3 8 11 l k i h g f 62 c c 1057 a a b b 12 12 13 4 9 j e d CW8 CF2, TYP UNO CW12 CW8CW10.5CW10.5CW12CW8CW10 CW8CW8 CW10.5CW10.5 CW10.5 CW8 CW10.5 CW10.5 CW10.5CW10.5 CW8CW8 CW10.5CW8CW10.5 CW12 CW126'-7"14'-0"14'-0"6'-7" HSS5x5x1/4 BPL1 F4A TOF=-2'-6" HSS5x5x1/4 BPL1 F4A TOF=-0'-8" HSS5x5x1/4 BPL1 F4A TOF=-0'-8" HSS5x5x1/4 BPL1 F4A TOF=-0'-8" HSS5x5x1/4 BPL1 F4A TOF=-0'-8"HSS5x5x1/4 BPL1 F4A TOF=-0'-8" 6x6 POST F4A TOF=-2'-6" 6x6 POST F4A 4" SLAB ON GRADE SEE NOTE 7 HSS5x5x1/4 BPL3 F4A HSS5x5x1/4 BPL2 F3 HSS5x5x1/4 BPL1 CP2828 F4 TOF=-3'-0" HSS5x5x1/4 BPL1 CP2828 F4 TOF=-3'-0" HSS5x5x1/4 BPL1 CP2828 F4 TOF=-3'-0" HSS5x5x5/16 HSS5x5x5/16 HSS5x5x5/16 BPL4 BPL4 BPL4 5.6 5.8 6.3 6.7 F4 F4 F4SW-210'-3"HDU11 SW-4 17'-10"SW-617'-7"HDU2 HDU2 SW-311'-7"HDU8 HDU8 SW-4 9'-8" HDU8HDU8HDU8HDU8 SW-4 12'-7"SW-6-FT11'-10"HDU2 HDU2 HSS5x5x1/4 BPL3 F5 CP1616 COLUMN 5" CL OF STEM 1" EDGE OF STEM1" EDGE OFCOLUMN5" CL OF5 1/4"2 s5.02 ____ TOF=-2'-6"TOF=-2'-6"TOF=-4'-0"SSSSTOF=-2'-6" TOF=-4'-0"TOF=-2'-6" TOF=-2'-6" TOF=-4'-0" TOF=-4'-0" TOF=-2'-6" 2 s5.02 ____ 3 s5.02 ____ 8 s5.02 ____ TYP 9 s5.02 ____ TYP 4 s5.02 ____ 4 s5.02 ____ 6 s5.02 ____10 s5.02 ____ TRIM BAR AT RE- ENTRANT CORNERS, SEE 7/s5.01 5 s5.02 ____ TYP AT DOORS HSS5x5x1/4 BPL4 (TYPE C)(TYPE C)(TYPE C) 6x8 POST 6x8 POST SSSSSSS S 5 s5.21 ____ ISOLATION JOINT SEE NOTE 4 AND , TYP AT INTERIOR COLUMNS 8/s5.01 CF2, TYP UNO 6" SLAB ON GRADE SEE NOTE 8 7 s5.02 ____ m j.5 j.5 6.4 g.1 9.1 9.1 41'-2" 77'-6 1/8" 5 15/16"15'-1 1/2"10 1/4"9'-11 11/16"31'-2 5/16"10 1/2" 1'-6 5/16" 7'-4 9/16"5'-5"4'-8 1/16"5"7 9/16" 78'-0 7/16" 1'-1 7/16"14'-3"12'-0"10'-6 1/16"21'-5 15/16"8 1/16"17'-5 9/16"6 5/16"81'-3 15/16"9'-11 15/16"4'-3 9/16"8'-7 3/4"12'-3 1/2"17'-4"4'-0 7/8"14'-5 3/8"10'-3"81'-4"14'-3 9/16"3'-8 7/16"24'-2 1/8"5 1/8"10'-6 3/4"1'-5 1/4"2'-0 3/8"14'-5 3/8"10'-3"CP1616 TOCP=-0'-8" 11 s5.02 ____ TRUE • ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS SHALL BE VERIFIED BY THE CONTRACTOR WITH THE LATEST ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. • CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL CONDITIONS. IF ANY DISCREPANCY OCCURS BETWEEN EXISTING CONDITIONS AND PROPOSED ALTERATIONS, CONTRACTOR SHALL CONTACT ARCHITECT AND STRUCTURAL ENGINEER BEFORE PERFORMING ALTERATION WORK. • FOR GENERAL NOTES: S0.00 SERIES SHEETS CONCRETE STANDARD DETAILS: S5.00 SERIES SHEETS MASONRY STANDARD DETAILS: S5.20 SERIES SHEETS STEEL STANDARD DETAILS: S5.30 SERIES SHEETS COLD FORMED STANDARD DETAILS: S5.50 SERIES SHEETS WOOD STANDARD DETAILS: S5.60 SERIES SHEETS SCHEDULES: S6.00 SERIES SHEETS GENERAL NOTES HEADQUARTERS: 121 N. 9TH ST. SUITE #401 BOISE, ID 83702 PHONE: 208-639-4520 AxiomPLLC.com Axiom Project Number: A19-121 ALL STRUCTURAL DRAWINGS USED ON THESE PLANS ARE COPYRIGHT © OF AXIOM PLLC. Boise, ID Albuquerque, NMSalt Lake City, UT erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 s1.01 foundation plannna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg KR SD 12.20.2019 180404 permit set SCALE: 1/4" = 1'-0"1 LEVEL 1 FOUNDATION PLAN no. desc. date S K E LTON YRRAL 16200 A L ENGI NEERNOISSEFORP SNEDECIL FO IDAHO ETATS12/20/2019 1 1 1.2 3 8 11 l k i h g f 62 c c 1057 a b 12 12 13 4 9 j e d PRE-MFD TRUSS @ 32" OC PRE-MFD TRUSS @ 24" OC PRE-MFD TRUSS @ 24" OCPRE-MFD TRUSS @ 24" OCGIRDER TRUSS GIRDER TRUSS DRAG GIRDER TRUSS GIRDER TRUSS W12x30GIRDER TRUSSGIRDER TRUSSGIRDER TRUSSDRAG GIRDER TRUSS v = +/-2.0kGIRDER TRUSSGIRDER TRUSS H02GIRDER TRUSS STEEL AWNING BY OTHERS, SEE ARCH 5.6 5.8 6.3 6.7 H01H01H01H01 H01H01H02 H03H03H01 RD1.5W SEE NOTE 1 4 s5.31 ____ TYP CMST12 CMST12 RD1.5WSEE NOTE 17 s5.62 ____ TYP (3) LOC 5 s5.62 ____ 4 s5.62 ____ BALOON FRAME WALL TO HIGH ROOF 1 s5.62 ____ TYP TRUSS TO WALL 2 s5.62 ____ TYP TRUSS PARALLEL TO WALL 6 s5.62 ____DT-4.0 KIPSDT-4.0 KIPSDT-4.0 KIPSALIGN TRUSS WITH COLUMN, TYP. PROVIDE TOP FLANGE HANGER PER TRUSS MFR, TYP 9 s5.62 ____9 s5.62 ____ 8 s5.62 ____RD1.5WRD1.5W9 s5.31 __________ HSS10x2x1/4 HSS10x2x1/4 HSS10x2x1/4 HSS4x4x1/4HSS10x2x1/4RD 1.5 DRAG PER DETAIL 11/s5.62 GT CONNECTION PER DETAIL 10/s5.62 6 s5.62 ____ 10 s5.62 ____ TYP 12 s5.62 ____ 13 s5.62 ____ 6 s5.31 ____ RD1.5W DBL TRUSS DBL TRUSS v = +/-2.0k 1,300#1,300# 1,300# 1,300# 1,300#W12x30W12x30BOD=14'-3 1/4" BOD=13'-7 3/4" ALONG GRID B SLOPEA A A A A A B A TRUSSES OR IN FILL WITH 2x10 AT 24" OC WITH LUS210 EACH END m j.5 6.4 g.1 9.1 6'-7"14'-0"14'-0"6'-7" 41'-2" 77'-6 1/8" 5 15/16"15'-1 1/2"10 1/4"9'-11 11/16"31'-2 5/16"10 1/2" 1'-6 5/16" 7'-4 9/16"5'-5"4'-8 1/16" 78'-0 7/16" 1'-1 7/16"14'-3"12'-0"10'-6 1/16"21'-5 15/16"18'-1 11/16"6 5/16"81'-3 15/16"9'-11 15/16"12'-11 1/4"12'-3 1/2"17'-4"4'-0 7/8"14'-5 3/8"10'-3"81'-4"14'-3 9/16"3'-8 7/16"24'-2 1/8"5 1/8"10'-6 3/4"1'-5 1/4"2'-0 3/8"14'-5 3/8"10'-3"____1 s1.02 FOR HIGH ROOF FRAMING PLAN GIRDER TRUSSGIRDER TRUSSGIRDER TRUSS GIRDER TRUSS SUPPORT BRICK AT CORNER PER 5/s5.31 ARCH ROOF, SEE NOTE 14 PRE-MFD TRUSS @ 24" OCWITH 2x8 TOP CHORD MAXROOF FRAMING PLAN NOTES 1. FOR ROOF DECK SCHEDULE AND ATTACHMENTS, SEE 2. TRUSS MANUFACTURER TO COORDINATE WEB CONFIGURATION WITH MECHANICAL DUCT LAYOUT. SEE MECHANICAL DRAWINGS. 3. ALL HEADERS NOT LABELED ON PLAN SHALL BE TYPE "H01" FOR EXTERIOR BEARING WALLS. FOR HEADER DETAILS, SEE 4. PROVIDE SOLID OR BUILT-UP WOOD POSTS BENEATH THE ENDS OF ALL ROOF BEAMS FOR SOLID BEARING. SEE 5. FOR TOP PLATE SPLICE, SEE 6. NON-BEARING INTERIOR WALLS TO BE ATTACHED TO BOTTOM OF ROOF FRAMING WITH STC CLIPS AT 48" OC INSTALL IN ACCORDANCE WITH SIMPSON RECOMMENDATIONS. 7. "DT-X.X" DENOTES DRAG TRUSS AND FORCE (+/- KIPS) FOR TRUSS MANUFACTURER'S DESIGN ACTING BOTH IN COMPRESSION AND TENSION (ASD WIND/SEISMIC). 8. JOISTS/BEAMS LOCATED EITHER ON COLUMN CENTERLINE OR EQUALLY SPACED BETWEEN, TYP UNO. 9. AT CRICKET FRAMING, FASTEN SHAPED 2x NAILERS TO HIGH DECK FLUTES WITH #10 SCREWS AT 12" OC TYP. 10. FOR STEEL BEAM TO BEAM OR BEAM TO COLUMN CONNECTION, SEE 11. FOR STUD WALL SCHEDULE AND ATTACHMENTS, SEE 12. WHERE STEEL COLUMNS OCCUR IN WALL, PROVIDE WOOD NAILER, SEE 13. DENOTES SIMPSON DRAG STRAP. STRAP TO BE SIMPSON CS14 UNO. SEE DRAG STRAP SCHEDULE 14. SEE ARCH FOR ROOF SLOPES / CRICKETING NOT SHOWN HERE. 5/s6.01 5/s5.61 6/s5.61 2/s5.61 1/s5.31 14/s5.61 1/s6.61 3/s6.61 1 1 1.2 3 l k i 2 RD 1.5WSEE NOTE 1PRE-MFD TRUSS @ 24" OCWITH 2x6 TOP CHORD MAXW10x309 s5.62 ____ 8 s5.62 ____ H03 6 s5.31 ____ 4 s5.31 ____ 1 s5.62 ____TOS=19'-0 1/2"TOP OF STEEL COLUMN = 21'-8" 1/2"/FT, SEE ARCH BOTTOM OF HEADER = 16'-8" VERIFY WITH ARCH TYP EACH END 7 s5.31 ____ A 14 s5.62 ____ H03, LOW 15 s5.62 ____ m j.5 BOD=20'-0" 16 s5.62 ____ • ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS SHALL BE VERIFIED BY THE CONTRACTOR WITH THE LATEST ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. • CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL CONDITIONS. IF ANY DISCREPANCY OCCURS BETWEEN EXISTING CONDITIONS AND PROPOSED ALTERATIONS, CONTRACTOR SHALL CONTACT ARCHITECT AND STRUCTURAL ENGINEER BEFORE PERFORMING ALTERATION WORK. • FOR GENERAL NOTES: S0.00 SERIES SHEETS CONCRETE STANDARD DETAILS: S5.00 SERIES SHEETS MASONRY STANDARD DETAILS: S5.20 SERIES SHEETS STEEL STANDARD DETAILS: S5.30 SERIES SHEETS COLD FORMED STANDARD DETAILS: S5.50 SERIES SHEETS WOOD STANDARD DETAILS: S5.60 SERIES SHEETS SCHEDULES: S6.00 SERIES SHEETS GENERAL NOTES HEADQUARTERS: 121 N. 9TH ST. SUITE #401 BOISE, ID 83702 PHONE: 208-639-4520 AxiomPLLC.com Axiom Project Number: A19-121 ALL STRUCTURAL DRAWINGS USED ON THESE PLANS ARE COPYRIGHT © OF AXIOM PLLC. Boise, ID Albuquerque, NMSalt Lake City, UT erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 s1.02 roof framing plannna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg KR SD 12.20.2019 180404 permit set SCALE: 1/4" = 1'-0"2 LEVEL 2 FRAMING PLAN TRUE SCALE: 1/4" = 1'-0" REF SHEET: s1.02 1 HIGH ROOF FRAMING PLAN WOOD HEADER SCHEDULE MARK MEMBER SIZE TRIMMER STUD(s) [6] KING STUD(S) [6][7] H01 (2) 2x10 DF #2 (2) 2x (2) 2x H02 (2) 1 3/4"x9 1/2" LVL (2) 2x (2) 2x H03 (3) 1 3/4"x9 1/2" LVL (2) 2x (3) 2x no. desc. date S K E LTON YRRAL 16200 A L ENGI NEERNOISSEFORP SNEDECIL FO IDAHO ETATS12/20/2019 NOTES: 1. "TOP BARS" ARE HORIZ BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. 2. IF CLEAR CONCRETE COVER IS NOT GREATER THAN THE DIAMETER OF THE BAR OR THE CENTER TO CENTER SPACING IS NOT GREATER THAN 2 BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY A FACTOR OF 1.5. 3. END COVER FOR HOOKS MUST BE EQUAL TO OR GREATER THAN 2". SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2 1/2" 4. CLASS B - MORE THAN HALF OF THE BARS ARE SPLICED WITHIN A REQUIRED LAP LENGTH. CLASS A - LAP SPLICES MAY BE USED WHERE LESS THAN HALF OF THE BARS ARE SPLICED WITHIN A REQUIRED LAP LENGTH BY DIVIDING THE CLASS B LENGTH BY A FACTOR OF 1.3. f'c = 3000 PSI f'c = 4000, 4500 PSI f'c = 5000 PSI BAR SIZE TOP BARS OTHER BARS #3 #4 #5 #6 #7 #8 #9 #10 #11 22" 29" 36" 43" 63" 72" 81" 91" 101" 17" 22" 28" 33" 48" 55" 62" 70" 78" BAR SIZE TOP BARS OTHER BARS #3 #4 #5 #6 #7 #8 #9 #10 #11 17" 23" 28" 34" 49" 56" 63" 71" 78" 13" 17" 22" 26" 38" 43" 48" 54" 60" BAR SIZE TOP BARS OTHER BARS #3 #4 #5 #6 #7 #8 #9 #10 #11 19" 25" 31" 37" 54" 62" 70" 79" 87" 15" 19" 24" 29" 42" 48" 54" 61" 67" (FOR GRADE 60, UNCOATED BARS, NORMAL WEIGHT CONCRETE) MINIMUM STRAIGHT DEVELOPMENT LENGTH FOR BARS IN TENSION (Ld) f'c = 3000 PSI f'c = 4000-5000 PSI BAR SIZE ALL BARS #3 #4 #5 #6 #7 #8 #9 #10 #11 6" 8" 10" 12" 14" 16" 18" 20" 22" BAR SIZE ALL BARS #3 #4 #5 #6 #7 #8 #9 #10 #11 6" 7" 9" 10" 12" 14" 15" 17" 19" MINIMUM EMBEDMENT LENGTHS FOR STANDARD END HOOKS (Ldh) f'c = 3000-5000 PSI BAR SIZE ALL BARS #3 #4 #5 #6 #7 #8 #9 #10 #11 12" 15" 19" 23" 27" 30" 34" 39" 43" MINIMUM LAP SPLICE LENGTHS FOR BARS IN COMPRESSION (Lbc) f'c = 3000 PSI f'c = 4000, 4500 PSI f'c = 5000 PSI BAR SIZE TOP BARS OTHER BARS #3 #4 #5 #6 #7 #8 #9 #10 #11 28" 38" 47" 56" 81" 93" 105" 118" 131" 22" 29" 36" 43" 63" 72" 81" 91" 101" BAR SIZE TOP BARS OTHER BARS #3 #4 #5 #6 #7 #8 #9 #10 #11 22" 29" 36" 44" 63" 72" 81" 92" 102" 17" 23" 28" 34" 49" 56" 63" 71" 78" BAR SIZE TOP BARS OTHER BARS #3 #4 #5 #6 #7 #8 #9 #10 #11 25" 33" 41" 49" 71" 81" 91" 102" 114" 19" 25" 31" 37" 54" 62" 70" 79" 87" MINIMUM CLASS "B" LAP SPLICE LENGTH FOR BARS IN TENSION (Lb) f'c = 3000 PSI f'c = 4000-5000 PSI BAR SIZE ALL BARS #3 #4 #5 #6 #7 #8 #9 #10 #11 9" 11" 14" 17" 20" 22" 25" 28" 31" BAR SIZE ALL BARS #3 #4 #5 #6 #7 #8 #9 #10 #11 8" 10" 12" 15" 17" 19" 22" 25" 27" MINIMUM STRAIGHT DEVELOPMENT LENGTH FOR BARS IN COMPRESSION (Ldc) MAX 45.00°3" MIN 6d ORD DD D DD D D H10d 10d6 MIN 1 6dd d 6d2 1/2" MIN 4d ORd 12d UNO SEISMIC STIRRUP AND TIES HOOK DIMENSIONS ALL GRADES OF STEEL #3 #4 #5 1 1/2" 2" 2 1/2" 3" 3" 3 3/4" D H (APPROXIMATE)BAR NOTES: 1. D= FINISHED BEND DIAMETER 2. d= BAR DIAMETER PRINCIPLE REINFORCING FOR BAR HOOKS AND BENDS #3 - #8 #9 - #11 #14 AND #18 6d 8d 10d DBAR D BAR HOOKS & BENDS SPANDREL STIRRUP BEAM STIRRUPCOLUMN TIE STIRRUPS & TIESd d BAR OFFSET 1 3 5 .0 0 ° 6d 6dSTD HOOK CORNER INTERSECTION DOUBLE MAT SINGLE MAT (2) VERT UNO BEND ALT WAYS CORNER BARS (Ld) MAY BE USED IN LIEU OF BENT WALL REINF FOR LAP SPLICES (4) VERT BARS TYP (4) VERT BARS TYP (2) VERT UNOLb TYPLb TYPLb TYP NOTES: 1. WHERE MORE THAN (2) LONGITUDINAL FOOTING BARS OCCUR, ALL LONGITUDINAL BARS SHALL DOWEL AS SHOWN. 90° STD HOOK CORNER BARS ( ) MAY BE USED IN LIEU OF BENT REINF FOR LAP SPLICES Lb TYP Lb TYPCORNERINTERSECTION CENTERLINE SLAB OR WALL NOTES: 1. WHERE CLEAR DISTANCE BETWEEN SLEEVES IS IMPOSSIBLE THIS AREA SHALL BE TREATED AS A SLAB OPENING OR AS A WALL OPENING. D THE LARGER 3D OR 4"TD THE LARGER 3D OR 4"WHICHEVER IS SMALLER MAX D=T/5 OR 2"CONDUIT IN SLAB OR WALL PIPING THRU SLAB OR WALL (2) #4x 4'-0" AT CENTERLINE OF SLAB, TYPICAL AT ALL SLAB CORNERS RECTANGULAR OR ROUND OPENING REINF BARS SUB-GRADE SEE GEOTECH REPORT PLAN MECH, ETC FOR DIMENSIONS, SEE PLAN, ARCH,ETC, SEE PLANEDGE OF SLABOR PIT WALLA 3" MECH, ETC FOR DIMENSIONS, SEE PLAN, ARCH, ASECTION 2'-0"2'-0"CLR2"NOTES: 1. CONTRACTOR SHALL LOCATE BOTTOM OF EXCAVATION TO AVOID SURCHARGE ON UTILITIES AND OTHER FOUNDATIONS. 2. CONTRACTOR SHALL COORDINATE ALL EXCAVATIONS WITH FOUNDATION REQUIREMENTS. 3. STEP FOUNDATION AS REQUIRED PER 4. CONTRACTOR SHALL ADHERE TO THE RECOMMENDATIONS IN THE GEOTECHNICAL NOTES, FOR ALL EXCAVATIONS, BACKFILL REQUIREMENTS ETC 5. PIPES PASSING THROUGH FOOTINGS: LESS THAN 3'-0" BELOW FOUNDATION, PROVIDE SLEEVE AND CONCRETE. MORE THAN 3'-0" BELOW FOUNDATION, STEP FOUNDATION PER TO MAINTAIN 3'-0" MAXIMUM. 6. FOR PIPES ETC WITHIN THE FOOTING THICKNESS, STEP FOOTING AS REQUIRED TO PASS PIPES THROUGH STEM WALL. 7. SLEEVES SHALL BE A MINIMUM 1" CLR ALL AROUND PIPES, CONDUIT, ETC ' 1'-6" MIN EXCAVATION FOUNDATION FINISH GRADE BOTTOM OF FOOTING ELEVATION SEE CIVIL DRAWINGS FOR EXISTING UTILITIES BOTTOM OF EXCAVATION SHALL NOT EXTEND BELOW THIS LINE FOUNDATION FINISH GRADE 1 2 1 2 1 1 NOTES: 1. PIPES MUST RUN PERPENDICULAR THROUGH WALL ( NOT SKEWED) PIPE SLEEVES AS REQD, SEE NOTE 7. DO NOT PASS PIPES THRU THIS AREA 3"CLR 3"MIN 2'-0"CLR 1 1/2"3'-0" MAX.12/s5.01 12/s5.01 10'-0" 9"9" BEXISTING UTILITY PARALLEL TO FOUNDATIONAFOUNDATION PARALLEL TO EXCAVATION TYP 3" CLR"t""t" MIN"S" 2'-0"MAX2x"S" MIN "t" MIN SHALL MATCH LONG FOOTING SIZE AND NUMBER SHOWN ON PLAN INDICATES THIS POINT OF THE STEPPED FOOTING S PROVIDE DOWELS TO MATCH VERT WALL , SPACING, SIZE AND NUMBER BEND AS REQD .. FOR LAP LENGT H SEE 1/s5.01 SS SEE: FOR LAP LENGTH SEE: FOR LAP LENGTH 1/s5.013" CLRNOTES: 1. CONTRACTORS SHALL OBTAIN ARCHITECT'S APPROVAL FOR ALL JOINT LOCATIONS. 2. COMPLY WITH ACI302.IR04, ACI360R-06 AND ACI DETAILING MATERIAL (SP66). 3. SLAB ASPECT RATIO TO BE AS CLOSE TO 1:1 AS POSSIBLE, 1.5:1 MAXIMUM. BARS, SEE PLAN "t"SEE PLANCLEARDISTANCE,"t"EQEQSEE PLANCLEARDISTANCE,CONTROL JOINT, SAW CUT 1/8" WIDE x 1/4 SLAB THICKNESS DEEP MIN SAWING MUST OCCUR AS SOON AS CONCRETE SURFACE IS FIRM ENOUGH SO CONCRETE WILL NOT BE DAMAGED, BUT NO LATER THAN 12 HOURS AFTER CONCRETE HAS BEEN PLACED SUB-GRADE, SEE GEOTECH REPORT SLAB BARS 3/4" DIA x 16" LONG SMOOTH BAR DOWELS AT 24" OC, GREASE DOWELS ONE SIDE OF JOINT ONLY USE 1" DIA BAR FOR SLABS EXCEEDING 6" SUB-GRADE, SEE GEOTECH REPORT 2"2" SLAB DEPTH (INCHES) MAXIMUM CONTROL JOINT SPACING 4" 12'-0" 18'-0"6" STRUCTURAL SLAB EXPOSED ARCHITECTURAL SLAB 4" 8'-0" 12'-0"6" BCONTROL JOINT ACONSTRUCTION JOINT (1) #4 TOP AND BOTTOM AS SHOWN TYPICAL UNO SLAB EDGE #4 x 5'-0" 7' - 0" TYP 2'-6"2'-6"CONCRETE SLAB-ON GRADE BASE PLATE BELOW FILL WITH CONCRETE AFTER FLOOR AND ROOF SLABS ARE POURED CONSTRUCTION /CONTROL JOINTS 1/8" MASTIC JOINT AROUND COLUMN, TYP W COLUMN, HSS, TUBE, PIPE OR CONC COLUMN SEE PLAN. (1) #4 x 2'-0" AT MID-DEPTH OF SLAB ON GRADE (4) SIDES 2'-0"TYP3" CLRPLAN VIEW PROVIDE BOLT WITH HEAVY HEX- HEAD AND NUT OR PLAIN BAR THREADED AT BOTH ENDS WITH HEAVY HEX NUT AT EACH END NON-SHRINK GROUT, SEE LEVELING NUT MAY BE PROVIDED IF REQUIRED BY CONTRACTOR HEAVY HEX NUT OR BOLT HEADEMBED DEPTHSEE SCHEDULEBASE PLATE SEE DRAWINGS ANCHOR BOLTS SEE DRAWINGS SPOIL THREADS TWO PLACES BELOW NUT WASHER 11/s5.01 WASHER TOC SEE PLAN BASE PLATE MINIMUM WIDTH NON-SHRINK GROUT SCHEDULE UP TO 16"UP TO 16" 1 1/2" MINIMUM NON-SHRINK GROUT THICKNESS (SEE NOTE 1) NOTES: 1. MINIMUM GROUT THICKNESS SHALL BE 2 TIMES THE ANCHOR BOLTS DIAMETER. 2. MINIMUM GROUT STRENGTH SHALL BE f'c= 5,000 PSI. HEADQUARTERS: 121 N. 9TH ST. SUITE #401 BOISE, ID 83702 PHONE: 208-639-4520 AxiomPLLC.com Axiom Project Number: A19-121 ALL STRUCTURAL DRAWINGS USED ON THESE PLANS ARE COPYRIGHT © OF AXIOM PLLC. Boise, ID Albuquerque, NMSalt Lake City, UT erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 s5.01 concrete detailsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg KR SD 12.20.2019 180404 permit set SCALE: NTS1REINF SPLICE & DEVELOPMENT LENGTH SCHEDULE SCALE: NTS2REBAR BENDS SCALE: NTS4REINFORCING AT WALL INTERSECTIONS SCALE: NTS3REINFORCING AT FOOTING INTERSECTIONS SCALE: NTS5PIPING CONDUIT IN OR THRU WALL OR SLAB SCALE: NTS6OPENING IN SLAB ON GRADE SCALE: NTS13PIPE AND TRENCH LOCATIONS FOR FOUNDATIONS SCALE: NTS12STEPPED FOOTING SCALE: NTS9SLAB-ON-GRADE JOINTS SCALE: NTS7TRIM BARS AT RE-ENTRANT CORNERS SCALE: NTS8SLAB-ON GRADE ISOLATION JOINT AT COLUMN SCALE: NTS10HEADED ANCHOR BOLT SCALE: NTS11NON SHRINK GROUT AT BASE PLATE no. desc. date S K E LTON YRRAL 16200 A L ENGI NEERNOISSEFORP SNEDECIL FO IDAHO ETATS12/20/2019 COLUMN AND FOOTING SEE PLAN FOR BASE PLATE AND ANCHOR BOLTS TOP OF SLAB ELEVATION, SEE PLAN ISOLATION JOINT SEE TYP ISOLATION JOINT DETAILS CONCRETE FOOTING, SEE PLAN WF, HSS, OR HSS ROUND COLUMN SEE PLAN FOR SIZE NON-SHRINK GROUT, SEE 11/s5.01 TOF SEE PLAN SEEPLAN3" CLRUNDISTURBED SOIL 2" CLR 3" IF PLACED AGAINST WALL BEYOND, SEE PLAN CONCRETE SLAB ON GRADE, SEE PLAN 24" 24" #4 DOWEL AT 24" OC 90° STD HOOK ALTERNATE BENDS HORIZ WALL REINF CONT AT OPENING CONCRETE STEM WALL, SEE PLAN CONCRETE FOOTING, SEE PLAN CONCRETE LAP SPLICE, SEE 1/s5.01 ROUGHEN AND CLEAN TO 1/4" AMPLITUDE FINISH GRADE 3/4" CHAMFER CONCRETE FOOTING, SEE PLAN ALTERNATE BENDS 3" CLR(2) #4 TOP CONT FINISH GRADE CONCRETE STEM WALL, SEE PLAN SHEATHING AND PANEL EDGE NAILING SEE PLAN CONCRETE SLAB ON GRADE, SEE PLAN SILL PLATE AND ANCHORAGE, SEE PLAN FINISH LAYER, SEE ARCH ROUGHEN AND CLEAN TO 1/4" AMPLITUDE 3/4" CHAMFER 3" CLRCONCRETE STEM WALL, SEE PLAN CONCRETE SLAB ON GRADE, SEE PLAN SILL PLATE AND ANCHORAGE, SEE PLAN FINISH GRADE VENEER LAYER, SEE ARCH CONCRETE FOOTING, SEE PLAN ROUGHEN AND CLEAN TO 1/4" AMPLITUDE SHEATHING AND PANEL EDGE NAILING SEE PLAN 3/4" CHAMFER 90° STD HOOK CONCRETE LAP SPLICE, SEE ALTERNATE BENDS 1/s5.01 CONCRETE SLAB ON GRADE, SEE PLAN 24" 24" #4 DOWEL AT 24" OCHORIZ WALL REINF CONT AT OPENING CONCRETE STEM WALL, SEE PLAN CONCRETE FOOTING, SEE PLAN FINISH GRADE ROUGHEN AND CLEAN TO 1/4" AMPLITUDE SEE PLANSEE PLANSLAB ON GRADE, SEE PLAN 1 2 SEE LAP SPLICE 1/s5.01 COLUMN AND FOOTING SEE PLAN FOR BASE PLATE AND ANCHOR BOLTS COLUMN, SEE PLAN NON-SHRINK GROUT SEE: CONCRETE PIER, SEE PLAN TOF SEE PLAN 11/s5.01 3" CLRUNDISTRUBED SOIL 2" CLR, 3" IF PLACED AGAINST VENEER LAYER, SEE ARCH FINISH GRADE CONCRETE FOOTING, SEE PLAN 3/4" CHAMFER 6" TYP3/4" CHAMFER 90° STD HOOK CONCRETE SLAB ON GRADE, SEE PLAN (2) #4 CORNER BARS CONCRETE PIER, SEE PLAN CONCRETE FOOTING, SEE PLAN FINISH GRADE ROUGHEN AND CLEAN TO 1/4" AMPLITUDE 3/4" CHAMFER EMBED PLATE, SEE PLAN COLUMN, SEE PLAN PROVIDE 90° HOOKS FOR CORNER BARS ONLY. EXTEND INTO SLAB CAP AS SHOWN. MIN (2) BOLTS IN EACH SILL SECTION SILL PLATE AND ATTACHMENT PER SHEAR WALL SCHEDULE (AT NON-SHEAR WALLS; MIN 2x SILL PLATE WITH 5/8" DIA ANCHOR BOLTS @ 48" OC OR WITH 1/2" DIA ANCHOR BOLTS AT 32" OC.) ANCHOR BOLTS TO HAVE MINIMUM EMBED OF 7" INTO CONCRETE WITH STANDARD CUT WASHERS EXCEPT AT SHEARWALLS WHERE 1/4"x3"x3" PLATE WASHERS ARE REQUIRED, SEE PLAN. WHERE SILL PLATE IS DRILLED OR NOTCHED MORE THAN 1/3 OF THE PLATE WIDTH, INSTALL ONE BOLT EACH SIDE OF NOTCH 5 1/2"(7) BOLT DIA MIN(12" MAX)(7) BOLT DIA MIN(12" MAX)(12" MAX) (7) BOLT DIA MIN (12" MAX) (7) BOLT DIA MIN (12" MAX) (7) BOLT DIA MIN (12" MAX) (7) BOLT DIA MIN (12" MAX) (7) BOLT DIA MIN 1/2"PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF SILL PLATE EDGE OF SHEATHED SIDE CONCRETE FOOTING, SEE PLAN ALTERNATE BENDS 3" CLR(2) #4 TOP CONT CONCRETE STEM WALL, SEE PLAN SHEATHING AND PANEL EDGE NAILING SEE PLAN CONCRETE SLAB ON GRADE, SEE PLAN SILL PLATE AND ANCHORAGE, SEE PLAN ROUGHEN AND CLEAN TO 1/4" AMPLITUDE COLUMN AND FOOTING SEE PLAN FOR BASE PLATE AND ANCHOR BOLTS ISOLATION JOINT SEE TYP ISOLATION JOINT DETAILS BOTTOM REINF PER SPREAD FOOTING SCHEDULE WF, HSS, OR HSS ROUND COLUMN SEE PLAN FOR SIZE TOP REINF WHERE NOTED IN SPREAD FOOTING SCHEDULE NON-SHRINK GROUT SEE: CONCRETE PIER, SEE SCHEDULE TOCP SEE PLAN TOF SEE PLAN DEPTH,SEE SCHEDULE3" CLRUNDISTRUBED SOIL 2" CLR, 3" IF PLACED AGAINST SPREAD FOOTING, SEE SCHEDULE FFE SEE PLAN 11/s5.01 HEADQUARTERS: 121 N. 9TH ST. SUITE #401 BOISE, ID 83702 PHONE: 208-639-4520 AxiomPLLC.com Axiom Project Number: A19-121 ALL STRUCTURAL DRAWINGS USED ON THESE PLANS ARE COPYRIGHT © OF AXIOM PLLC. Boise, ID Albuquerque, NMSalt Lake City, UT erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 s5.02 foundation detailsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg KR SD 12.20.2019 180404 permit set SCALE: NTS REF SHEET: s1.01 8 FOOTING AT INTERIOR COLUMN SCALE: NTS REF SHEET: s1.01 5 EXTERIOR WALL OPENING - SINGLE MAT STEM WALL SCALE: NTS REF SHEET: s1.01 2 SINGLE MAT STEM WALL AND FOOTING SCALE: NTS REF SHEET: s1.01 3 DOUBLE MAT STEM WALL AND FOOTING AT BRICK SCALE: NTS REF SHEET: s1.01 4 SINGLE MAT STEM WALL AND FOOTING AT STOREFRONT SCALE: NTS REF SHEET: s1.01 7 THICKENED SLAB AT VAULT SCALE: NTS REF SHEET: s1.01 9 PIER AND FOOTING AT EXTERIOR COLUMN SCALE: NTS REF SHEET: s1.01 10 PIER AND FOOTING AT CORNER COLUMN SCALE: NTS1SILL PLATE BOLTING SCALE: NTS REF SHEET: s1.01 6 STEM WALL AND FOOTING AT INTERIOR WALL no. desc. date SCALE: NTS REF SHEET: s1.01 11 COLUMN FOOTING WITH PIER S K E LTON YRRAL 16200 A L ENGI NEERNOISSEFORP SNEDECIL FO IDAHO ETATS12/20/2019 NOTES: 1. ALL LENGTHS ARE IN INCHES. 2. FOR BAR PLACEMENT, EDGE DISTANCE (D DIMENSION) SEE 3. WHERE (2) BARS PER CELL OCCUR THEY SHALL BE PLACED PER EDGE CONDITION, SEE NOTE 2. 4. 8" CMU (2) BARS PER CELL UP TO # 5 ARE PERMITTED. 12" CMU (2) BARS PER CELL UP TO #7 ARE PERMITTED. 5. NP INDICATES NOT PERMITTED. 6. #10 AND #11 BARS WHERE SHOWN ON PLANS OR DETAILS REQUIRE A MECHANICAL SPLICE. 7. INCREASE LAP SPLICE LENGTHS BY 50% FOR EPOXY COATED REINFORCING. TENSION DEVELOPMENT AND LAP SPLICE LENGTH (FOR MASONRY ONLY) MASONRY DESIGN STRENGTH f'm = 2000 PSI f'm = 2500 PSI f'm = 3000 PSI CMUTHICKNESSBAR SIZE 8" #6 #5 #4 #3 #7 51.4 NP 46.0 NP NP42.0 37.1 NP 33.2 NP NP30.3 21.8 33.0 19.5 29.5 27.017.8 17.4 20.5 15.6 18.4 16.814.2 13.1 13.1 12.0 12.0 12.012.0 10" #6 #5 #4 #3 #7 13.1 13.1 12.0 12.0 12.012.0 17.4 20.5 15.6 18.4 16.814.2 21.8 33.0 19.5 29.5 27.017.8 34.0 54.0 30.4 54.0 27.8 52.1 39.7 NP 35.5 NP 32.4 NP PLACEMENT OF BAR 2/s5.21 CENTER EDGE CENTER EDGE CENTER EDGE 12" #6 #5 #4 #3 #7 13.1 13.1 12.0 12.0 12.012.0 17.4 20.5 15.6 18.4 16.814.2 21.8 33.0 19.5 29.5 27.017.8 34.0 54.0 30.4 54.0 27.8 52.1 39.7 63.0 35.5 63.0 32.4 63.0 NOTES: 1. WHERE TWO VERT REINF BARS OCCUR IN A CELL, BARS SHALL BE SECURED IN PLACE BY A BAR POSITIONER AT THE TOP AND BOTTOM, AND AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS.tddtddtHORIZONTAL REBAR IN CONTACT WITH VERTICAL REBARddt tHORIZONTAL REBAR IN CONTACT WITH AND INSIDE OF VERTICAL REBAR ddtVERTICAL REBAR PLACED FOR MAXIMUM d NORMAL THICKNESS ACTUAL THICKNESS (t) d (inches) #3 - #6 #7 #8 #9 6" CMU 5 5/8" 3.25 NP NP NP 8" CMU 7 5/8" 5.25 5 4.625 NP 10" CMU 9 5/8" 7.25 7 6.625 6.25 12" CMU 11 5/8" 9.25 9 8.625 8.25 16" CMU 15 5/8" 13.25 13 12.625 12.25 VERTICAL REBAR CENTERED NORMAL THICKNESS 6" CMU 5 5/8" 8" CMU 7 5/8" 10" CMU 9 5/8" 12" CMU 11 5/8" 16" CMU 15 5/8" ACTUAL THICKNESS (t) d (INCHES) 2.8 3.8 4.8 5.8 7.8 VERTICAL REBAR IN CENTER OF CELL SINGLE CURTAIN HORIZONTAL BAR (VERTICAL BAR CENTERED) DOUBLE CURTAIN HORIZONTAL BAR (VERTICAL REBAR PLACED FOR MAXIMUM d) VERTICAL REBAR PLACED FOR MAXIMUM d DOUBLE MAT SINGLE MAT INTERSECTION CORNER NOTES: 1. TENSION LAP SPLICE PER SCHEDULE 1/s5.21 GROUT AND REINFORCE (4) CELLS AS SHOWN AT INTERSECTION GROUT AND REINFORCE (4) CELLS AS SHOWN AT INTERSECTION BREAK SHELL AT HORIZ REINF, TYP OPEN END BLOCK, TYP GROUT AND REINFORCE (3) CELLS AS SHOWN AT CORNER TENSIONLAP SPLICETENSION LAP SPLICE TENSIONLAP SPLICETENSION LAP SPLICE BEND ALT WAYS GROUT AND REINFORCE (3) CELLS AS SHOWN AT CORNER BREAK SHELL AT HORIZ REINF, TYP OPEN END BLOCK, TYP 8" BLOCK AND FILLER BLOCK PROVIDED AT CORNER CONDITIONS WHERE BLOCK WIDTH EXCEEDS STANDARD 8" BLOCK PROVIDE SASH BLOCKS AT CONTROL JOINTS FILL WITH POLYSULFIDE SEALANT EACH SIDE, SEE SPECS OR ARCH TYPICAL VERTICAL JOINT FULL HEIGHT PREFORMED RUBBER FILLER, TYP SEE NOTE 3, STOP EVERY OTHER HORIZ BAR EXCEPT AS NOTED BELOW TYP SEE NOTE 3, STOP EVERY OTHER HORIZ BAR EXCEPT AS NOTED BELOW TYP 180º STD HOOK TYP AS INDICATED ON PLAN NOTES: 1. CONTRACTOR SHALL OBTAIN ARCHITECT'S APPROVAL OF JOINT LOCATIONS, WHICH SHALL NOT EXCEED 24'-0" OC 2. HORIZ REINF AT FLOOR LINES, ROOF LINES, LINTEL LINES, AND EVERY OTHER HORIZ BAR (OR BAR SET) SHALL BE CONTINUOUS THROUGH JOINT. 3. PROVIDE VERT WALL REINF EACH SIDE OF JOINT, #5 BARS MIN 4. WHEN MASONRY CONTROL JOINTS ARE LOCATED AT JAMBS, OFFSET JOINT AROUND LINTEL BEAMS AT TOP OF OPENINGS, SEE OTHERWISE, MASONRY CONTROL JOINTS SHALL NOT BE LOCATED CLOSER THAN 5'-0" TO JAMB. PLAN DOUBLE MATPLAN SINGLE MAT INSIDE FACE OF CMU FLUSH WITH INSIDE FACE OF FOUNDATION CONCRETE LAP SPLICE, SEE DOWELS TO MATCH SIZE AND SPACING OF VERT WALL REINF FOR LAP SPLICE SCHEDULE SEE 90° STD HOOK CONCRETE SLAB ON GRADE, SEE CIVIL CONCRETE STEM WALL, SEE PLAN FINISH GRADE 8" MASONRY WALL WITH #5 BARS AT 16" OC AND #4 HORIZONTAL BAR AT 48" OC 1/s5.21 ROUGHEN AND CLEAN TO 1/4" AMPLITUDE CONCRETE FOOTING, SEE PLAN 1/s5.21 HEADQUARTERS: 121 N. 9TH ST. SUITE #401 BOISE, ID 83702 PHONE: 208-639-4520 AxiomPLLC.com Axiom Project Number: A19-121 ALL STRUCTURAL DRAWINGS USED ON THESE PLANS ARE COPYRIGHT © OF AXIOM PLLC. Boise, ID Albuquerque, NMSalt Lake City, UT erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 s5.21 masonry detailsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg KR SD 12.20.2019 180404 permit set SCALE: NTS1TENSION DEVELOPMENT AND LAP SPLICE LENGTH (MASONRY ONLY) SCALE: NTS2REBAR PLACEMENT IN CMU SCALE: NTS3CMU WALL INTERSECTIONS SCALE: NTS4CMU WALL CONTROL JOINT SCALE: NTS REF SHEET: s1.01 5 8" CMU EXTERIOR WALL FOOTING no. desc. date S K E LTON YRRAL 16200 A L ENGI NEERNOISSEFORP SNEDECIL FO IDAHO ETATS12/20/2019 A2 SIDED BEAM TO BEAM TYP 1 1/2"3"3"TYP1 1/2"SEE SCHEDULE, TYP SHEAR PLATE, TYP BSINGLE SIDED BEAM TO BEAM TYP 1 1/2"3" MAX SEE NOTE 1 TYP 1 1/2"3"3"TYP 1 1/2"SEE SCHEDULE, TYP SHEAR PLATE, TYP CBEAM TO COLUMN FLANGE AISC MIN1 1/2" TYP 3" MAX BEAM CONNECTION SCHEDULE NOMINAL MEMBER DEPTH BOLT COUNT AND SIZE SHEAR PLATE THICKNESS SIZE OF FILLET WELD COMMENTS 8" - 10" 12" - 14" 16" 18" 21" 24" 27" 30" 33" 36" 40" 44" (2) 7/8" DIA (3) 7/8" DIA (4) 7/8" DIA (4) 7/8" DIA (5) 7/8" DIA (6) 7/8" DIA (7) 7/8" DIA (8) 7/8" DIA (9) 7/8" DIA (10) 7/8" DIA (11) 7/8" DIA (12) 7/8" DIA 3/8 3/8 3/8 3/8 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/4 1/4 1/4 1/4 5/16 5/16 5/16 5/16 5/16 3/8 3/8 3/8 - - - - - - - - - - - - NOTES: 1. WHERE (6) OR MORE BOLTS ARE REQUIRED, PROVIDE FULL HEIGHT STIFFENER PLATE. (THICKNESS TO MATCH THICKNESS OF SHEAR PLATE ON SIDE INDICATED.) 2. ALL BOLTS SHALL BE A325-N, EXCEPT AT SLIP CRITICAL CONNECTIONS. (SEE NOTE 3) 3. PROVIDE A490-SC BOLTS FOR ALL SLIP CRITICAL CONNECTIONS.TYP 1 1/2"3"3"TYP 1 1/2"DBEAM TO COLUMN WEB MIN AISC TYP 1 1/2" 3" MAX SEE SCHEDULE, TYP 1/4 1/4 PLATE TO COL FLANGES, TYP PLATE TOP AND BOTTOM THICKNESS TO MATCH SHEAR PLATE THICKNESS 1COLUMM K (+1/2", -0") 6" (2) 7/8" DIA 3/8 1/4 SEE TYPE E TYP 1 1/2" TYP 1 1/2"TYP1 1/2"3"3"TYP1 1/2"SHEAR PLATE, TYP SEE SCHEDULE, TYP 3" MAX 3" MAX 3" MAX BOLTS, CONN PLATE, WELDS, ETC SEE HSS COLUMN NOTES: 1. DRILL STRESS RELIEVING HOLE PRIOR TO SLOTTING TUBE, HOLE SHALL BE 1/8" LARGER THAN PLATE WIDTH. W BEAM AISC MIN BOLTS, CONN PLATE, WELDS, ETC SEE SEE SCHED SEE SCHED 1/4" CAP PLATE, FLUSH WITH BEAM WHERE APPLIES SEE SCHED AISC MINAISC MIN - 1/s5.31 1/s5.31 CUT TUBE, SLIDE KNIFE PLATE ASSEMBLY IN AND REPLACE TUBE SECTION WITH FULL PENETRATION WELD TOP AND BOTTOM 1 SIDED OR 2 SIDED 2 SIDED OR 3 SIDED 4 SIDED SEE SCHED SEE SCHED 0" WHERE COLUMN IS FLUSH WITH STUD WALL SEE PLAN FOR BEAM SIZE EXTEND PLATE AS REQD FOR CONNECTIONS STIFFENER PL 3/8" TYPICAL UNLESS NOTED OR DETAILED OTHERWISE NOTES: 1. USE LARGER PLATES AND WELDS AS MAY BE REQD BY BEAM CONNECTION SCHEDULE. 3/16 3/16 TYP NOTES: 1. USE LARGER PLATE AND WELD AS MAY BE REQD BY BEAM CONNECTION SCHEDULE OR BY AISC SPECIFICATION SECTION J2 WELDS. 2. FOR BOLTS, WELDS AND SHEAR PLATE, SEE BEAM CONNECTION SCHEDULE 3/8" FULL HEIGHT STIFFENER PLATE EACH SIDE, EXTEND PLATE AS REQUIRED FOR CONNECTION TO INTERSECTING BEAMS CENTERLINE OF COLUMN AND BEAM CAP PL 3/4" THICK x WIDTH TO BE 1" LARGER THAN COLUMN OR MATCH BEAM FLANGE WIDTH, WHICHEVER IS LARGER x LENGTH AS REQUIRED, WITH (4) 3/4" DIA A325 BOLTS AS REQD 1/4 OR AISC MIN 5/16 SEE NOTE 1 (3) SIDES TYP 1/s5.31 COLUMN ABOVE WHERE OCCURS 1/4 SUPPORT ANGLE TO SEAT BEARING SEAT L7x4x3/8 x 0'-3" LLV VERIFY AIR GAP WITH ARCH. BEARING SEAT TO BE REMOVED ON SITE COLUMN, SEE PLAN SUPPORT ANGLE L7x4x3/8 LLV ATTACH TO WOOD HEADER PER PLAN WITH (2) SDS 1/4" x 4 1/2" SCREWS AT 8" OC 1/4 SEAT ANGLE TO HSS COLUMN NOTES: 1. ADDED FRAMING IS NOT REQD FOR OPENINGS WHERE LONG OPENING DIMENSION IS LESS THAN 6". 2. FOR STRUCTURE REQUIRED TO SUPPORT MECHANICAL UNIT USE C6x8.2 UNDER ENTIRE PERIMETER UNO ON PLAN. 3. SEE MECH FOR EQUIPMENT MOUNTING, ATTACHMENT OPENINGS, ETC 4. COMPOSITE SLAB OR ROOFING SEE PLANS AND ARCH DRAWINGS. WHERE HARD ROCK CONC OCCURS PROVIDE 3/4" DIA x 8" NELSON HEADED STUDS @ 24" OC 5. CONNECTION AT TOP CHORD PANEL POINT. IF NOT AT PANEL POINT, FIELD INSTALL L2x2x1/4 FROM POINT OF LOAD TO NEAREST PANEL POINT ON BOTTOM CHORD. SHORE JOIST DURING WELDING. OF ADJ OPENINGS 3'-6" MIN CL TYP TYP SUPPORTING MEMBERS, TYP 1/2" DIA NET EFFECTIVE PUDDLE WELDS EACH VALLEY AND @ 12" OC PARALLEL EDGES, TYP SEE TABLE FOR FRAMING MEMBERS SIZE STEEL DECK 8" DIA OR A SERIES OF PENETRATIONS WITHIN AN 8" SQUARE MAX IS CONSIDERED TO BE A SINGLE OPENING L3x3x1/4 EXTEND ANGLES 4 FLUTES PAST OPENING TYP SEE NOTE 4 1/4" CLOSURE PLATE ALL AROUND OPENING CHANNEL OR ANGLE, (i) SEE TABLE SEE NOTE 4 CHANNEL OR ANGLE, (ii) SEE TABLE FRAME MEMBER SIZES OPENINGS WITH LONGEST DIMENSION BETWEEN 2'-0" - 5'-0" C6x8.2(i) L4x3x1/4 LLV(ii) L7x4x1/2x0'-3" LLV MIN(iii) OPENINGS WITH LONGEST DIMENSION LESS THAN 2'-0" L3x3x1/4(i) * TYPICAL ANGLE TO ANGLE OR ANGLE TO CHANNEL WELD FRAME MEMBER (iii) SEE TABLE EQUALS THICKNESS OF ANGLE FRAMING MEMBER, FOR OWJ SEE 3/16 3/16 2-12 3/16 2-12 5'-0" MAX 2'-0" MAX C D D E A TYPB A TYPB 3/16 (3) SIDES TYP 3/16 L3x3x1/4(ii) (i) SEE TABLE 1/4" CLOSURE PL ALL AROUND DC A B 2"1/2" CLR OPENING 2"3"3"4"2" 3/8" PLATE AT DIMENSIONS SHOWN x BEAM WIDTH HEADER, SEE PLAN (2) 3/4" DIA BOLTS COUNTER-BORED AND SUNK WITH OVERSIZED VERTICAL HOLES TO ALLOW TO BE BEARING 3/8" PLATE AT DIMENSIONS SHOWN 1/4 1/4 NOTES: 1. WHERE HEADER OCCURS IN TWO DIRECTIONS, PROVIDE SAME CONNECTION AS SHOWN HERE. SLOPE PER ARCH ROOF DECK PER PLAN L3x3x1/4 CONT. (3) SIDES 3/16 3-12 3-123"2"4" PL1/2 3/16 NOTE: 1.TENSION ROD TO CONNECT TO FACE OF 6x8 POST WITH SAME KNIFE PLATE AS SHOWN HERE.1 1/2"SEE ARCH.1 1/2" FOR CONNECTION, SEE FOR CONNECTION, SEE POST, SEE PLAN ATTACH TO TOP AND BOTTOM PLATE WITH A35 CLIP EACH SIDE 10/s5.31 11/s5.31BEAM, SEE PLAN SEE ARCH 3/4" DIA ROD WITH TURNBUCKLES, SEE ARCH SECTIONELEVATION 1" DIMENSION AS NEEDED TO CLEAR WALL VENEER, 4" MAX 1/4 1/4 PL5/16x7-1/4"x0'-9" PL1/2x5xAS NEEDED POST, SEE PLAN ATTACH PLATE TO POST WITH (4) 5/8" DIA x 4" LAG SCREWS 2" TYP 1"1"PLAN VIEWELEVATION DIMENSION AS NEEDED TO CLEAR WALL VENEER, 4" MAX1/4 PL5/16x10xAS NEEDED POST, SEE PLAN PL5/16x7-1/4x1'-4" ATTACH PL TO POST WITH (4) 5/8" DIA x4" LAG SCREWS CANOPY FRAMING, SEE PLAN 1/4 1/4 1"2" TYP1"BEAM PER PLAN NOTE: 1.GRIND ALL EXPOSED WELDS SMOOTH, TYP. NOTES: 1. USE LARGER PLATE AND WELD AS MAY BE REQD BY BEAM CONNECTION SCHEDULE OR BY AISC SPECIFICATION SECTION J2 WELDS. 3/8" STIFF PLATE (SEE NOTE 1) EACH SIDE VERIFY POSITIONS WHERE INTERSECTING MEMBERS MAY OCCUR CENTERLINE OF COLUMN AND BEAM CAP PL 3/4" THICK WIDTH TO BE 1" LARGER THAN COLUMN OR MATCH BEAM FLANGE WIDTH, WHICHEVER IS LARGER LENGTH AS REQUIRED, WITH (2) 3/4" DIA A325 BOLTS AS REQD 1/4 SEE NOTE 1 3/16 3/16(3) SIDES, TYP SEE NOTE 1 1/2" MAX BEAM, SEE PLAN COLUMN SEE PLAN OR SCHEDULE FOR SIZE 1 1/2" HEADQUARTERS: 121 N. 9TH ST. SUITE #401 BOISE, ID 83702 PHONE: 208-639-4520 AxiomPLLC.com Axiom Project Number: A19-121 ALL STRUCTURAL DRAWINGS USED ON THESE PLANS ARE COPYRIGHT © OF AXIOM PLLC. Boise, ID Albuquerque, NMSalt Lake City, UT erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 s5.31 steel detailsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg KR SD 12.20.2019 180404 permit set SCALE: NTS1BEAM CONNECTION DETAILS SCALE: NTS2W BEAM TO HSS COLUMN CONNECTION SCALE: NTS3STIFFENER PLATE DETAIL SCALE: NTS REF SHEET: s1.02 4 BEAM TO COLUMN BEARING CONNECTION SCALE: NTS REF SHEET: s1.02 5 BRICK SUPPORT ANGLE AROUND CORNER SCALE: NTS8OPENING IN STEEL DECK SCALE: NTS REF SHEET: s1.02 6 HEADER TO COLUMN CONNECTION SCALE: NTS REF SHEET: s1.02 9 ENTRY CANOPY SECTION SCALE: NTS10CANOPY UPPER CONNECTION TO WALL STUDS SCALE: NTS11CANOPY LOWER CONNECTION TO WALL STUDS SCALE: NTS12BEAM TO BEAM CONNECTION SCALE: NTS REF SHEET: s1.02 7 BEAM TO COLUMN BEARING CONNECTION AT END no. desc. date S K E LTON YRRAL 16200 A L ENGI NEERNOISSEFORP SNEDECIL FO IDAHO ETATS12/20/2019 GAUGE NOTES CONVERSION CHART MIL DRYWALL STRUCTURAL 2518 2227 2030 2033 1843 1654 1468 1297 10118 DRYWALL DRYWALL Fy (KSI) STRUCTURAL STRUCTURAL STRUCTURAL STRUCTURAL STRUCTURAL 33 33 33 50 50 50 50 50 50 SHAPE DESIGNATION FLANGE WIDTH S-SECTIONS EXAMPLE CALL OUT: 600S162-54 600: SIZE = 6" S: SECTION DESIGNATION (STYLE) = S STUD 162: 1.625" FLANGE WIDTH 54: .054 THICKNESS REFER TO STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) S125 1.25" S137 1.375" S162 1.625" S200 2" S250 2.5" U50 .50" F125 1.25" T125 1.25" T150 1.5" T200 2" U-SECTIONS F-SECTIONS T-SECTIONS S-SECTIONS U-SECTIONS F-SECTIONS T-SECTIONS DEPTH OF TRACK OR STUDS STUD SCREWS TO JAMB TRACK SCREWS TO JAMB 12"(2) ROWS OF 4 EACH SIDE (16) TOTAL (1) ROW OF 4 TOP AND BOTTOM (8) TOTAL 10"(2) ROWS OF 3 EACH SIDE (12) TOTAL (1) ROW OF 4 TOP AND BOTTOM (8) TOTAL 8"(2) ROWS OF 3 EACH SIDE (12) TOTAL (1) ROW OF 3 TOP AND BOTTOM (6) TOTAL 6"(2) ROWS OF 3 EACH SIDE (12)TOTAL (1) ROW OF 3 TOP AND BOTTOM (6) TOTAL 4"(2) ROWS OF 2 EACH SIDE (8)TOTAL (1) ROW OF 3 TOP AND BOTTOM (6) TOTAL NOTES: 1. ALL CONNECTIONS ARE TO BE MADE WITH #10 SCREWS.NOTES: 1. FOR CONNECTION TO JAMB, SEE 5/s5.51 ADDITIONAL HEADER STUDS IF SPECIFIED #10 SCREWS @ 24" OC TO EACH MEMBER BELOW UPTURNED T125 TRACK, USE SAME GAGE AND DEPTH AS WALL. TURN DOWN WHERE NEEDED LIGHT GA STEEL HEADER, SEE PLAN UPTURNED T125 TRACK, USE SAME GAGE AND DEPTH AS WALL #10 SCREWS @ 8" OC EACH SIDE TYP (2) #10 SCREWS AT 24" OC FOR ADDITIONAL HEADER STUDS (2) 600S162-54 BOXED WHERE HEADER SPAN IS LESS THAN 6'-0", AND (2) 800S162-54 WHERE HEADER SPAN IS GREATER THAN 6'-0", TYP BOXED HEADER TRACK TOP AND BOTTOM, CUT FLANGE AND BEND WEBS (3" MIN) FOR CONNECTION TO JAMB SCREWS TOP AND BOTTOM TO MATCH NUMBER AND SIZE SPECIFIED FOR SILL CONNECTION FOR TYPICAL HEADER CONSTRUCTION, SEE 4/s5.51 JAMB STUDS, SEE PLAN SCREWS, SEE PLAN AND JAMB STUDS, SEE PLAN SCREWS PLACED 1/2" FROM EDGE OF STUD SCREWS, EACH SIDE OF HEADER, SEE PLAN AND EQ EQ 1 1/2" 1 1/2" EQEQEQSCREWS FROM TRACK TO JAMB TO MATCH TOTAL NUMBER FROM HEADER TO TRACK 1 1/2" x STUD WALL WIDTH x HEADER GA TRACK FOR TYPICAL HEADER CONSTRUCTION, SEE 4/s5.51 3/s5.51 3/s5.51 ACUT FLANGE/BENT WEB OPTION BTRACK OPTION (2) STUDS MIN, TYP (2) STUDS MIN, TYP BLOCKING OPTION NOTES: PROVIDE HORIZ STRAPPING/BLOCKING AT 3RD POINTS OF STUD HEIGHT OR 48" OC WHICHEVER IS SMALLER CLIP WEB TO FORM A HORIZ TAB. ATTACH TO STUD WITH (1) #10 SCREW EACH SIDE CLIP FLANGE BLOCKING AND BEND TO FORM VERT TAB. ATTACH TO STUD WEB WITH (2) #10 SCREWS AT EACH END. CONTINUOUS 18 GA x 1 1/2" STRAP WITH (1) #10 SCREW TO EACH STUD AND #10 SCREWS AT 8" OC TO BLOCKING. KEEP STRAP TAUT. (2) #10 SCREWS AT VERT TAB, TYP AT EACH END TRACK BLOCKING @ 48" OC HORIZONTALLY AND AT WALL ENDS. GAUGE TO MATCH WALL STUDS. STUD SIZE AND SPACING PER PLAN FULL HEIGHT CLADDING (1) SIDE (MIN). ATTACH TO BLOCKING WITH #10 SCREWS AT 8" OC AND MIN (1) #10 SCREW AT EACH STUD, TYP CRC OPTION STUD SIZE AND SPACING PER PLAN 6" MAX 1/2" MAX 16 GA COLD ROLLED CHANNEL AT 48" OC MAX SCREW OPTION: BRIDGE CLIP WITH (2) #10 SCREWS TO STUD AND (2) #10 SCREWS TO BRIDGING CHANNEL, TYP WELD OPTION: 1/8 1 AISC MAX TYP EQ NOTES: 1. ALL "SHOT-PINS" SHALL BE POWDER ACTUATED FASTENERS PER THE COLD FORMED SECTION OF THE GENERAL STRUCTURAL NOTES. CONCRETE SLAB OR DECK, SEE PLAN SEE CHART FOR SHOT-PIN REQUIREMENTS WALL STUD SIZE, GAUGE AND SPACING, SEE PLAN BOTTOM TRACK IS SAME GAUGE AS STUD #10 SCREW EACH SIDE AT EACH STUD 1 1/2" MIN TRACK FLANGE PROVIDE ADDITIONAL SHOT PINS WITHIN 3" OF EACH SIDE OF JAMBS STUDS MUST BE FULLY SEATED AGAINST BOTTOM TRACK FASTENING CHART WALL CONDITION FASTENING REQUIREMENT (1) SHOT-PIN @ 12" OC, PROVIDE (1) SHOT-PIN WITHIN 3" OF WALL END OR JAMB INTERIOR WALLS 1 "1"TYP T Y P WALL STUD TOP TRACK (8) #10 SCREWS @ 1" OC STAGGERED (TYP EACH SIDE OF SPLICE). CENTER SPLICE BETWEEN ADJOINING STUDS. METAL STUD TO MATCH SIZE AND GAGE OF WALL STUDS HEADQUARTERS: 121 N. 9TH ST. SUITE #401 BOISE, ID 83702 PHONE: 208-639-4520 AxiomPLLC.com Axiom Project Number: A19-121 ALL STRUCTURAL DRAWINGS USED ON THESE PLANS ARE COPYRIGHT © OF AXIOM PLLC. Boise, ID Albuquerque, NMSalt Lake City, UT erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 s5.51 cold formed detailsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg KR SD 12.20.2019 180404 permit set SCALE: NTS1LIGHT GAUGE STEEL THICKNESS TABLE SCALE: NTS2STEEL STUD/JOIST SECTION INDENTIFICATION SCALE: NTS3STEEL STUD / JOIST CONNECTION SCHEDULE SCALE: NTS4TYPICAL BOX HEADER SCALE: NTS5BOXED HEADER TO JAMB CONNECTION SCALE: NTS6WALL STUD BRIDGING SCALE: NTS7BOTTOM TRACK ANCHORAGE TO CONC SLAB-ON-GRADE OR ELEVATED DECK SCALE: NTS8TOP TRACK SPLICE no. desc. date S K E LTON YRRAL 16200 A L ENGI NEERNOISSEFORP SNEDECIL FO IDAHO ETATS12/20/2019 SEE NOTE 3 SEE NOTE 1 NOTES: 1. 10d FACE NAILS WITH THE SAME SPACING AS THE PANEL EDGE NAILING PER THE SHEAR WALL SCHEDULE (SEE NOTE 2 FOR NON- SHEAR WALLS). 2. AT NON SHEAR WALLS, NAIL STUDS TOGETHER WITH 10d-F NAILS @ 8" OC 3. ADDITIONAL STUDS REQUIRED AS NAILERS, ETC ARE NOT SHOWN. 4. SHEATHING AND SHEAR WALL EDGE NAILING PER WALL SCHEDULE (WHERE OCCURS) WALL INTERSECTION WALL CORNER VARYING WALL SIZE SEE NOTE 1 SEE NOTE 3 SEE NOTE 3 SEE NOTE 1 PANEL JOINT NOTES: 1. STAGGER EACH LINE OF PANEL EDGE NAILING (AT ALL PANEL EDGES) AS INDICATED. PLATE AS OCCURS STUD, BLKG OR (3) EQ SPACES(3) EQ SPACES(3) EQ SPACES EQEQSCHEDULESPACING PERSHEARWALLBOTTOM PLATE SPLICE SPLICE TO OCCUR AT CENTERLINE OF STUD (TYP) 4'-0" MIN BETWEEN SPLICESTOP PLATE SPLICE (2) ROWS ELSEWHERE 10d-F NAILS AT 12" OC STAGGERED IN SEE NOTE 1 NOTES: 1. (32) 10d-F NAILS @ 3" OC STAGGERED IN (2) ROWS AT EACH SIDE OF SPLICE CUT CIRCULAR NOTCH "V" NOTCH LET-IN NOTCH STUD DEPTH MAX DEPTH MIN DEPTH MIN 5/8" EDGE DISTANCE (TYP) HOLES ARE TO BE SPACED AT LEAST TWICE THE DIA OF THE LARGEST HOLE HOLES ARE TO BE SPACED AT LEAST A STUD DEPTH FROM A CUT OR NOTCH MAX DIA OF HOLES STUD DEPTH A.CUTTING AND NOTCHING WOOD STUDS (DO NOT NOTCH MORE THAN 3 ADJACENT STUDS WITHOUT REVIEW BY ENGINEER). BEARING WALL STUDS: STUD SIZE MAX DEPTH OF SAW CUT OR NOTCH MIN DEPTH REMAINING AFTER CUT OR NOTCH 2x4 2x6 2x8 7/8" 1 3/8" 1 7/8" 2 3/8" 4 1/8" 5 3/8" NON-BEARING WALL STUDS: STUD SIZE MAX DEPTH OF SAW CUT OR NOTCH MIN DEPTH REMAINING AFTER CUT OR NOTCH 2x4 2x6 2x8 1 1/2" 2 3/8" 3" 2 " 3 1/8" 4 1/4" B.HOLES IN WOOD STUDS BEARING WALLS: STUD SIZE MAX DIAMETER OF HOLE 2x4 2x6 2x8 1 1/2" 2 3/8" 3" NON-BEARING WALLS: STUD SIZE MAX DIAMETER OF HOLE 2x4 2x6 2x8 2 1/4" 3 3/8" 4 1/2" OPENING WIDTH HEADER, SEE SCHEDULE FOR SIZES, UNO ON PLAN (6) 10d-F NAILS EACH SIDE TRIMMER STUD (1) 2x SILL PL AND (2) 2x SILL PLATE FOR ALL OPENINGS GREATER THAN 8'-0" DOUBLE TOP PL FILLER STUDS AS REQD TO MATCH WALL STUD SIZE AND SPACING CRIPPLE STUD TO MATCH AND ALIGN WITH TRIM STUD ABOVE WHERE APPLICABLE KING STUD(S) PER SCHEDULE CRIPPLE STUDS TO MATCH WALL STUD SIZE AND SPACING ADDITIONAL KING STUD AS REQD, SEE SCHEDULE CONNECT STUDS TOGETHER WITH (2) ROWS OF 10d-F NAILS AT 12" OC AT EACH ADDITIONAL STUD ALIGN FULL HEIGHT PROVIDE MATCHING STUD TO GROUND (6) 10d-F NAILS EACH SIDE GIRDER TRUSS DOUBLE 2x TOP PLATE (2) 16d TOENAIL EACH SIDE BUILT-UP STUDS WITH 16d @ 18" OC STAGGERED EACH SIDE (4) 2x MIN DOUBLE 2x TOP PLATE WOOD BEAM SIMPSON H10A-2 SCREWS PER STRAP SCHEDULE STRAP PER PLAN DECK AND DIRECTION, SEE PLAN 2x FLAT BLOCKING BETWEEN FRAMING (WHERE STRAP IS PERPENDICULAR TO FRAMING). 3/s6.61 MAX 4 1/2" STRAP, SEE , NOTCH TOP PLATE AS NEEDED TO MAKE STRAP FLUSH WITH STUD WALL PIPE, WHERE OCCURS, SEE PLUMBING TOP PLATE AT STRUCTURAL WALL PROVIDE ADDITIONAL STUDS AT END OF TOP PLATE NOTES: 1. STRAPPING NOT REQUIRED AT INTERIOR NON-BEARING WALLS. 9/s5.61 9 s5.61 ____ 16" MAX PROVIDE ADDITIONAL STUDS AT END OF TOP PLATE 2x6 BLOCKING FLATWISE AT TOP PLATE BREAK PIPE GROUP, WHERE OCCURS, SEE PLUMBING TOP PLATE AT STRUCTURAL WALL STRAP, SEE 9 s5.61 ____ 9/s5.61 RPS22 AT NON-SHEARWALLS, CMST12 AT SHEARWALLS PIPES, AS OCCURSALLOWABLE NOTCH PER TABLE BELOW NOTES: 1. IF PIPES ARE LARGER THAN ALLOWABLE NOTCHES/BORES PER TABLE ABOVE, CONTACT EOR PRIOR TO MAKING NOTCHES/BORES. MAX 5 1/2"DRPS22 AT NON-SHEARWALLS, CMST12 AT SHEARWALLS ALLOWABLE BORE HOLE PER TABLE BELOW DISTANCEMIN 5/8"EDGEWALL FRAMING 2x4 BEARING/SHEAR 1 1/2" 2 1/2"2x4 NON-BEARING 2x6 BEARING/SHEAR 4"2x6 NON-BEARING 3 1/2" "D" MAX 1 1/2" DIA 2 1/2" DIA 4" DIA 3 1/2" DIA MAX BORE PROVIDE 3x NAILER EACH SIDE WITH 1/2" DIA THREADED WELD STUDS AT 24" OC EACH SIDE. PROVIDE WALL EDGE NAILING AT EACH NAILER, TYP. WHERE FRAMING DOES NOT ALLOW NAILER EACH SIDE, PROVIDE 3x NAILER ONE SIDE WITH THREADED WELD STUDS AT 12" OC. AT CORNER CONDITION, APPLY NAILER AT ENDS OF EACH WALL WALL OPENING "L1"2'-0" MIN2'-0" MIN"L1" CS14 STRAP AT TOP AND BOTTOM OF OPENING (OVER SHEATHING) WITH 8d NAILS @ 2" OC HEADER, SEE PLAN 2x FLAT BLOCKING AT STRAP. NAIL SHEATHING TO BLOCKING WITH SHEAR WALL EDGE NAILING, TYP CONT DOUBLE STUD JAMBS. NAIL SHEATHING TO EACH STUD WITH SHEAR WALL EDGE NAILING SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE NOTES: 1. DIMENSION "L1" TO BE LENGTH OF WALL BETWEEN WALL OPENINGS OR TO END OF SHEARWALL, + LENGTH REQUIRED ONTO HEADER/SILL SHOWN HERE. CENTERLINE WALL AND POST WOOD SHEATHING EDGE NAILING SEE HSS COLUMN 3x HSS COLUMN WITH STUD, SEE PLAN AND SECTION - F WOOD SHEATHING, WHERE OCCURS EDGE NAILING CENTERLINE WALL AND POST 8d AT 6" OC 2x TRIMMER WITH #12 x 2 1/4" SELF- TAPPING SELF- DRILLING SCREWS AT 18" OC AND 6" FROM EACH END TYP UNO HSS COLUMN WITH STUD, SEE PLAN AND SECTION - F 2x TRIMMER, SEE PLAN SECTION - G EDGE NAILING WOOD SHEATHING EDGE NAILING 2x OR 3x WHERE SHEAR PANEL OCCURS 3x PER PLAN SECTION D PLAN SECTION E PLAN SECTION CPLAN SECTION BPLAN SECTION A CENTERLINE WALL AND POST WOOD SHEATHING HOLDOWN, WHERE OCCURS WOOD POST EDGE NAILING 8d AT 12" OC 2x TRIMMER CENTERLINE WALL AND POST WOOD SHEATHING HOLDOWN, WHERE OCCURS EDGE NAILING HOLDOWN, WHERE OCCURS EDGE NAILING WOOD SHEATHING WOOD POST CENTERLINE WALL AND POST WOOD POST EDGE NAILING 16d, SPACING TO MATCH SHEAR WALL PANEL EDGE NAILING HOLDOWN, WHERE OCCURS EDGE NAILING WITH 2x OR 3x STUD WHERE SHEAR PANEL OCCURS AT CROSS WALL INSTALL INTERSECTING WALL AFTER WOOD SHEATHING IS INSTALLED WOOD SHEATHING HOLDOWN BELOW, WHERE OCCURS WOOD POST EDGE NAILING 2x OR 3x 2x OR 3x 16d, SPACING TO MATCH SHEAR PANEL EDGE NAILING WOOD SHEATHING PLAN SECTION F PLAN SECTION G PLAN SECTION H 16d NAILS WITH SPACING TO MATCH EDGE NAILING AT SHEARWALL WOOD SHEATHING, WHERE OCCURS CENTERLINE WALL AND POST 12/s5.61 12/s5.61 3x PER 12/s5.61 3x PER 12/s5.61 WHERE HEADER INTERRUPTS DOUBLE TOP PLATE, PROVIDE MSTA24 UNO. DOUBLE TOP PLATE A35 AT EXTERIOR HEADERS OVER 6'-0" IN LENGTH (6) 10d-F NAILS KING STUD 10d-F NAILS @ 8" OC , TYP AT BUILT-UP STUDS HEADER PER PLAN, COORD. PLACEMENT OF HEADERS WITH ARCH SINGLE PLATE (PROVIDE DOUBLE PLATE AT EXTERIOR OPENINGS OVER 10'-0" IN LENGTH). AT HEADERS OVER 6'-0" IN LENGTH TRIM STUD POST PER PLAN, PROVIDE MIN. (2) 2x STUDS HEADQUARTERS: 121 N. 9TH ST. SUITE #401 BOISE, ID 83702 PHONE: 208-639-4520 AxiomPLLC.com Axiom Project Number: A19-121 ALL STRUCTURAL DRAWINGS USED ON THESE PLANS ARE COPYRIGHT © OF AXIOM PLLC. Boise, ID Albuquerque, NMSalt Lake City, UT erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 s5.61 wood detailsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg KR SD 12.20.2019 180404 permit set SCALE: NTS4WALL INTERSECTIONS SCALE: NTS1STAGGERED NAILING SCALE: NTS2TOP SPLICE DETAIL SCALE: NTS3HOLES AND NOTCHES IN STUDS SCALE: NTS5HEADER ASSEMBLY DETAIL SCALE: NTS6GIRDER TRUSS OR BEAM SUPPORT SCALE: NTS7STRAP BLOCKING DETAIL SCALE: NTS10TYPICAL TOP PLATE PATCHING FOR SINGLE PIPE SCALE: NTS11TYPICAL TOP PLATE PATCHING FOR MULTIPLE PIPES SCALE: NTS REF SHEET: s5.61 9 STRAPPING AT TOP PLATE BREAK FOR PIPES - PLAN VIEW SCALE: NTS12WOOD NAILER TO COLUMN SCALE: NTS13STRAPPING AROUND SHEARWALL OPENING SCALE: NTS14WALL INTERSECTIONS SCALE: NTS8HEADER DETAIL no. desc. date S K E LTON YRRAL 16200 A L ENGI NEERNOISSEFORP SNEDECIL FO IDAHO ETATS12/20/2019 NOTES: 1.WHERE PARAPET HEIGHT IS GREATER THAN 5'-0" REFER TO EDGE NAILING INTO 2x12 BLOCKING EDGE NAILING AT EACH PLATE AT SHEARWALL LOCATIONS. EDGE NAILING AT TOP PLATE AT NON- SHEARWALL LOCATIONS PRE-MFD TRUSS, SEE PLAN MFR TO FRAME PARAPET INTO TRUSS SIMPSON H1 FROM TOP PLATE TO EACH TRUSS ON OUTSIDE OF WALL EDGE NAILING INTO 2x BLOCKING WALL SHEATHING, SEE PLAN SHEATHING TO MATCH OUTSIDE OF WALL, TYP 2x BLOCKING WITH 16d-S AT 6" OC SCREWS PER DECK SCHEDULE WIND PRESSURE = 72 PSF (ULT)TYPICAL AT ALL PARAPETS16d-F AT 6" OCSIMPSON A35 EACH SIDE AT EACH TRUSS 3/s5.62 5/s6.01 H = 5'-0" MAXNOTES: 1.WHERE PARAPET HEIGHT IS GREATER THAN 5'-0" REFER TO EDGE NAILING INTO 2x12 BLOCKING EDGE NAILING AT EACH PLATE AT SHEARWALL LOCATIONS. EDGE NAILING AT TOP PLATE AT NON- SHEARWALL LOCATIONS SIMPSON H1 FROM TOP PLATE TO EACH TRUSS ON OUTSIDE OF WALLH = 5'-0" MAXWALL SHEATHING, SEE PLAN SHEATHING TO MATCH OUTSIDE OF WALL, TYP 2x BLOCKING WITH 16d-S AT 6" OC (4) #12 SCREWS MIN EACH TRUSS 3'-0" MAX 2'-0" MIN PRE-MFD TRUSS, SEE PLAN MFR TO FRAME PARAPET INTO TRUSS SIMPSON A35 EACH SIDE AT EACH TRUSS 3/s5.62 SCREWS PER DECK SCHEDULE 5/s6.01 NOTES: 1. PARALLEL TRUSS TO WALL CONDITION SIMILAR. 2. FOR INFORMATION NOT SHOWN HERE, SEE DETAIL PRE-MFD TRUSS, SEE PLAN MFR TO FRAME PARAPET INTO TRUSS SEE PLAN(2) LVL MEMBER PER TRUSS MFR WIND PRESSURE = 72 PSF (ULT)TYPICAL AT ALL PARAPETS"L"1/s5.62 HSS COLUMN, SEE PLAN SIMPSON CCOQ6-SDS2.5 UNO BY TRUSS MFR OR PLAN STEEL DECK, SEE PLAN. PROVIDE #12 SCREWS AT 12" OC UNO @ BUCKET GANOTES: 1. WHERE GIRDER TRUSS SPLICES, PROVIDE SIMPSON CS14 STRAP OVER THE TOP OF THE TRUSSES, UNO ON PLAN A 3x12 SHIM AS REQD. ATTACH TO TRUSS BLOCKING WITH (10) SDS25600 SCREWS HSS COLUMN, SEE PLAN STEEL DECK, SEE PLAN. PROVIDE #12 SCREWS AT 8" OC ENTIRE LENGTH OF DRAG TRUSS 1/4" CAP PL AT TOP OF DRAG TRUSS, UNO DRAG TRUSS WITH 2x12 TOP CHORD MIN, SEE PLAN7A s5.62 ____ SIMPSON HDU4 AND 5/8" WELDABLE THREADED-ROD. ATTACH HDU4 TO TRUSS BLOCKING WITH (10) 1/4"x2 1/2" SDS SCREWS, SEE NOTE 1 1/4 3 1/4 3 1/4 1/4TYP STEEL BEAM PER PLAN, WITH 1/2" SHEAR TAB EXTENDED THROUGH COLUMN AS SHOWN. FOR SHEAR TAB INFORMATION NOT SHOWN, SEE 1/s5.31 8" MINWALL AND SHEATHING, SEE PLAN PANEL EDGE ATTACHMENT PER SCHEDULE ROOF DECK, SEE PLAN 3x8 LEDGER SDWS22400DB AT 8" OC AND AT EACH STUD SDWS22400DB AT EACH STUD 2x BLOCKING STUD WALL, SEE PLAN GIRDER TRUSS, SEE PLAN TRUSS, SEE PLAN SHEATHING & PANEL EDGE NAILING PER PLAN NOTES: 1.AT PARALLEL TRUSS TO BEAM, PROVIDE 3x BLOCKING AT 24" OC. HANGER PER TRUSS MFRA35 CLIP AT 8" OC PANEL EDGE FASTENING PER PLAN TO 2x6 BLOCKING BY ARCH2" UNOROOF DECK, SEE PLAN CS14 STRAP TOP AND BOT, TYP (2) BAYS OF TRUSS BLOCKING AT 48" OC DOUBLE TRUSS PER MFR 2x6 AT 16" OC PARAPET WALL PRE- ATTACHED TO TRUSS WITH A35 CLIP OR EQUIV AT TOP AND BOT CHORDS WALL SHEATHING WITH PANEL EDGE NAILING AT EACH BLOCK 2x BLOCKING 2x BLOCKING VARIESSEE ARCHBY ARCH2" UNO2x6 PARAPET WALL BUILT INTO TRUSS 2x10 BLOCKING 2x BLOCKING TRUSS PER PLAN WITH BOTTOM CHORD ATTACHMENT IN FIELD PER MFR AT STEEL BEAM LOCATIONS DECK AND ATTACHMENTS, SEE PLAN A35 AT 16" OC STEEL BEAM, SEE PLAN WITH (2)2x NAILERS WITH (2) 1/2" DIA TWS AT 16" OC STAGGERED. ATTACH TOP NAILER WITH (2) 16-S AT 8" OC. WHERE TRUSS TOP CHORD IS SLOPING WITH ROOF, SLOPE CUT TOP PLATE WITH ROOF SLOPE. #12 AT 8" OC INTO 2x BLOCKING PANEL EDGE ATTACHMENT, SEE PLAN SIMPSON A34 AND H1 CLIP AT EACH TRUSSSEE ARCHVARIES(2)2x6 CONT TOP PLATES CONTINUOUS HSS COLUMN, SEE PLAN 1/2" CUSTOM BUCKET WITH (2) 3/4" DIA THRU-BOLTS SPACED AS SHOWN3 3/4"3"10 1/2" 1 1/2"1'-2"ROOF TRUSS, SEE PLAN DOUBLE 2x12 BOTTOM CHORD, MIN 10A s5.62 ____ WHERE COLUMN IS NOT CONT, PROVIDE 1/4" CAP PLATE AT TOP OF TRUSS WIDTH,PER MFR1/4TYP A NOTES: 1. WHERE TRUSS ATTACHES TO COLUMN IN OPPOSITE DIRECTION, PROVIDE SAME CONNECTION AS SHOWN HERE. CONTINUOUS HSS COLUMN, SEE PLAN STEEL DECK, SEE PLAN 3/8" KNIFE PLATE AT DIMENSIONS SHOWN ROOF TRUSS, SEE PLAN11A s5.62 ____ TRUSS BLOCKING PER TRUSS MFR DESIGNED FOR 4 KIPS T/C (ASD (W/E). PROVIDE (2) 2x12 TOP CHORD MIN. 1"6"6"SIMPSON HDU4 AND 5/8" WELDABLE THREADED-ROD. ATTACH HDU4 TO TRUSS BLOCKING WITH (10) 1/4"x2 1/2" SDS SCREWS, SEE NOTE 1 CMST12 ONTO TRUSS BLOCKING AND ACROSS (6) BAYS OF 3x FLAT BLOCKING. PROVIDE 8d NAILS AT EACH HOLE. 1/4 3 1/4 3 1/4 1/4TYP NOTES: 1. AT "SIM", CONNECTION TO DRAG TRUSS IN LIEU OF TRUSS BLOCKING. OMIT STRAP AND FLAT BLOCKING. 2. PROVIDE #10 SCREWS AT EACH FLUTE INTO TRUSS OR TRUSS BLOCKING. AT "SIM" DRAG TRUSS IN LIEU OF TRUSS BLOCKING, SEE NOTE 1 A 3x12 SHIM AS REQD. ATTACH TO TRUSS BLOCKING WITH (10) SDS25600 SCREWS A @ SIM 1/4 SHIM AS REQ'D NOTES: 1.FOR INFORMATION NOT SHOWN, SEE DETAIL 1/s5.62 ROOF TRUSS, SEE PLAN ROOF DECK AND ATTACHMENT, SEE PLAN 4x10 LEDGER WITH (2) SDS 1/4"x6" SCREWS AT EACH BLOCKING AT 12" OC , AND (1) SDS 1/4"x6" SCREW AT EACH STUD CONTINUOUS HSS COLUMN, SEE PLAN GIRDER TRUSS, SEE PLAN DRAG CONNECTION, SEE SIM GIRDER CONNECTION, SEE 11/s5.62 10/s5.62 ROOF DECK, SEE PLAN (1) BAYS OF TRUSS BLOCKING AT 48" OC 2x6 @ 16" OC CRIPPLE WALL EDGE NAILING, TYPA34 CLIP EACH BLOCKING EDGE NAILING, TYP HEADER, SEE PLAN. ATTACHED TO STEEL COLUMN EACH END PER DETAIL 6/s5.31 STC CLIP AT EACH TRUSS 2x6 @ 16" OC CRIPPLE WALL, FRAMED 1/2" SHORT TO ALLOW FOR ROOF DEFLECTIONNOTES: 1.FOR INFORMATION NOT SHOWN, SEE DETAIL 9/s5.62 2x4 BOTTOM CHORD ATTACHMENT PER TRUSS MFR TRUSS, SEE PLAN PANEL EDGE NAILING PER PLAN, TYP ROOF DECK AND ATTACHMENT, SEE PLAN A35 AT 24" OC UNO BY SHEARWALL SCHEDH2.5 OR EQUIV AT EACH TRUSS TRUSS BLOCKING OVER WALL WALL AND SHEATHING, SEE PLAN HEADQUARTERS: 121 N. 9TH ST. SUITE #401 BOISE, ID 83702 PHONE: 208-639-4520 AxiomPLLC.com Axiom Project Number: A19-121 ALL STRUCTURAL DRAWINGS USED ON THESE PLANS ARE COPYRIGHT © OF AXIOM PLLC. Boise, ID Albuquerque, NMSalt Lake City, UT erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 s5.62 framing detailsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg KR SD 12.20.2019 180404 permit set SCALE: NTS REF SHEET: s1.02 1 TYPICAL TRUSS TO WALL AT PARAPET SCALE: NTS REF SHEET: s1.02 2 TYPICAL TRUSS PARALLEL TO PARAPET SCALE: NTS3TRUSS TO WALL AT PARAPET SCALE: NTS REF SHEET: s1.02 6 TRUSS TO STEEL COLUMN SCALE: NTS REF SHEET: s1.02 7 DRAG TRUSS AT COLUMN SCALE: NTS REF SHEET: s1.02 4 STEEL DECK LEDGER AT EXTERIOR WALL SCALE: NTS REF SHEET: s1.02 5 TRUSS TO BEAM DETAIL SCALE: NTS REF SHEET: s1.02 8 ROOF TRUSS PARALLEL TO PARAPET SCALE: NTS REF SHEET: s1.02 9 ROOF TRUSS AT STEEL BEAM SCALE: NTS REF SHEET: s1.02 10 TRUSS TO STEEL COLUMN SCALE: NTS11TRUSS BLOCKING TO COLUMN DRAG CONNECTION SCALE: NTS REF SHEET: s1.02 12 TRUSS TO WALL AT DRIVE THROUGH SCALE: NTS REF SHEET: s1.02 13 TRUSS TO STEEL COLUMN SCALE: NTS REF SHEET: s1.02 14 HEADER ABOVE STOREFRONT SCALE: NTS REF SHEET: s1.02 15 STEEL BEAM ABOVE STOREFRONT no. desc. date SCALE: NTS REF SHEET: s1.02 16 ROOF JOIST PERPENDICULAR TO EXTERIOR WALL/BEAM S K E LTON YRRAL 16200 A L ENGI NEERNOISSEFORP SNEDECIL FO IDAHO ETATS12/20/2019 NOTES: 1. PROVIDE MIN (3) #3 TIES OR (2) #4 TIES WITHIN TOP 5" OF PIER TO ENCLOSE ANCHOR BOLTS. 2. PROVIDE CROSS TIE REINF AT EACH VERTICAL REINF AS SHOWN IN PIER TYPE. 3. ALTERNATE TIES WHERE OCCURS. 4. REBAR LAYOUT TYPES ARE FOR CONFIGURATION ONLY, FOR QUANTITIES, SEE SCHEDULE ABOVE. 'L''W'CONT HORIZ BAR THRU PIER EQEQEQCONT HORIZ BAR THRU PIER ATYPE CTYPEBTYPE 'L''W''L''W' NOTES: 1. FOR GROUT THICKNESS SEE SCHEDULE ON 2. ANCHOR BOLT DETAIL, SEE TYP 3. PROVIDE (4) VERTICAL BARS UNDER COLUMN, AND PROVIDE (2)-#4 HAIRPINS AROUND NELSON STUDS. LAP HAIRPINS WITH WALL REINF. 4. WHERE BASE PLATE OCCURS AT END OF SHEARWALL, INCREASE NELSON STUDS TO 12" IN LENGTH. 5. EMBED PLATES TO BE WET SET IN CONCRETE, AND TOP OF PLATE = TOP OF CONCRETE. 11/s5.01 10/s5.01 "B" SEE SCHEDULE "N" SEE SCHEDULETYP 1 1/2" TYP 1 1/2"TYP 1 1/2"TYP 1 1/2"HSS COLUMN CENTERLINE OF COLUMN 1/4 OR AISC MIN "B" SEE SCHEDULE "N" SEE SCHEDULE2"2"2"2"HSS COLUMN CENTERLINE OF COLUMN 1/4 OR AISC MIN ATYPE BTYPE "B" SEE SCHEDULE "N" SEE SCHEDULE2"2"2"2"HSS COLUMN CENTERLINE OF COLUMN 1/4 OR AISC MIN CTYPE 1/4" MIN STEM WALL "B" SEE SCHEDULE SCHEDULE"N" SEE2"2"2"2"HSS COLUMN CENTERLINE OF COLUMN 1/4 OR AISC MIN DTYPE 1/4" MIN STEM WALL 1/4" MINSTEM WALLNOTES: 1. DECK SHALL BE CONTINUOUS OVER 3 SPANS (4 SUPPORTS WHENEVER POSSIBLE). 2. REDUCE SPACING OF #12 SCREWS TO 6" OC AT ALL DRAG TRUSSES, GIRDER TRUSSES, BEAM, AND BLOCKING, TYPICAL.DEPTH DECKNOTES: 1. PROVIDE HOT DIPPED GALVANIZED NAILS, BOLTS OR METAL PLATES FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED MEMBERS OR CONCRETE. 2. QUANTITIES SHOWN ARE MINIMUM CONCRETE EMBEDMENT LENGTHS. CONTRACTOR TO PROVIDE ADDITIONAL CONCRETE TO ALLOW A MIN OF 3" CLEARANCE BETWEEN BOTTOM OF ANCHOR AND BOTTOM OF FOOTING IF NECESSARY PER PLAN. WHERE EMBEDMENT DEPTH EXCEEDS STEM WALL HEIGHT, ANCHOR ROD MUST EXTEND INTO FOOTING. COORDINATE WITH CONCRETE POURS. 3. ANCHORS TO BE SIMPSON OR EQUIVALENT. CONTRACTOR TO CONTACT SIMPSON FOR ADDITIONAL INSTALLATION REQUIREMENTS/RECOMMENDATIONS. 4. (2) ADDITIONAL HORIZONTAL REBAR REQUIRED AT ANCHOR DEPTH. 5. THREADED RODS TO BE PER GENERAL NOTES. 6. CONTACT SIMPSON FOR EQUIVALENT ROD SOLUTION. 7. MINIMUM CLEARANCE BETWEEN BOTTOM OF ANCHOR AND CONCRETE IS 3". WHERE PLANS DO NOT SPECIFICALLY DENOTE SPREAD FOOTING SIZE, PROVIDE MINIMUM WIDTH OF "2B" PER TABLE WITH MINIMUM LENGTH OF "4B" AND WITH MINIMUM FOOTING DEPTH OF "A" + 3" "B""B" DOUBLE HEX NUT, TYP PLATE WASHER PER SCHEDULE (2) #4x4'-0" MIN CENTERED AT ROD ROD DIAMETER AND EMBEDMENT DEPTH PER SCHEDULE SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE UP TO 1/2" OF FLAT SHIM MAY BE PLACED HERE TO AID IN INSTALLATION OF HOLDOWN TOP OF CONCRETE PER PLAN FOR ANCHOR BOLT OPTIONS, SEE SCHEDULE FRAMING CONT WHERE OCCURS 10d-F NAILS @ 8" OC TYP AT BUILT- UP STUDS. HOLDOWN PER PLAN CONNECTORS TO HOLDOWN STUD AS REQD BY MFR SEE SCHED SHEAR WALL EDGE NAILING AT EACH HOLDOWN STUD OR POST (2) 2x MIN HOLDOWN STUDS OR POST PER SCHED BOLTS 3" CLRTOTHREADED ROD ANCHOR OPTION 3" CLR"A"COUPLER AS NEEDED PER SIMPSONSEE SCHEDULEHOLDOWNEMBED DEPTH,HEADQUARTERS: 121 N. 9TH ST. SUITE #401 BOISE, ID 83702 PHONE: 208-639-4520 AxiomPLLC.com Axiom Project Number: A19-121 ALL STRUCTURAL DRAWINGS USED ON THESE PLANS ARE COPYRIGHT © OF AXIOM PLLC. Boise, ID Albuquerque, NMSalt Lake City, UT erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 s6.01 concrete and steel schedulesnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg KR SD 12.20.2019 180404 permit set SCALE: NTS1FOOTING SCHEDULES SCALE: NTS2CONCRETE PIER SCHEDULE AND SECTIONS SCALE: NTS3CONCRETE WALL SCHEDULE CONCRETE WALL SCHEDULE MARK THICKNESS REINFORCING COMMENTSVERTICAL HORIZONTAL CW8 8" #5 AT 12" OC CENTERED #5 AT 12" OC CENTERED CW10 10" #5 AT 12" OC CENTERED #5 AT 12" OC CENTERED CW10.5 10 1/2" #5 AT 12" OC EACH FACE #5 AT 12" OC EACH FACE CW12 12" #5 AT 12" OC EACH FACE #5 AT 12" OC EACH FACE STEEL BASE PLATE SCHEDULE WT THICKNESS DIM "B" DIM "N" ("H") TYPE ANCHOR BOLT NOTES BPL1 3/4" 11" 11" A (4) 3/4" DIA BOLT WITH 9" EMBED UNO BPL2 3/4" 7" 7" D (4) 3/4" DIA x 6" NELSON STUDS SEE NOTE 5 BPL3 3/4" 7" 7" B (4) 3/4" DIA x 6" NELSON STUDS SEE NOTE 5 BPL4 3/4" 7" 10" B, C (4) 3/4" DIA x 6" NELSON STUDS SEE NOTE 5 CONCRETE SPREAD FOOTING SCHEDULE MARK SIZE REINFORCING COMMENTSWIDTH LENGTH DEPTH TOP BOTTOM F3 3'-0" 3'-0" 1'-0" - (4) #5 EACH WAY F4 4'-0" 4'-0" 1'-0" - (5) #5 EACH WAY F4A 4'-0" 4'-0" 1'-2" - (5) #5 EACH WAY F5 5'-0" 5'-0" 1'-0" - (6) #5 EACH WAY CONCRETE CONTINUOUS FOOTING SCHEDULE MARK SIZE REINFORCING COMMENTSWIDTH DEPTH TOP BOTTOM CF2 2'-0" 1'-0" - (3) #5 CONT CONCRETE PIER SCHEDULE MARK WIDTH "W" LENGTH "L" REINFORCING PIER TYPE COMMENTSVERTICAL HORIZONTAL CP1616 16" 16" (4) #6 #4 TIES AT 12" OC A CP2828 28" 28" (10) #6 #4 TIES AT 12" OC C SCALE: NTS4BASE PLATE DETAILS SCALE: 3/4" = 1'-0"5 STEEL ROOF DECK SCHEDULE STEEL FLOOR AND ROOF DECK SCHEDULE MARK THICKNESS, GAUGE AND TYPE CONCRETE TOPPING CONNECTION AT PERPENDICULAR BEARING CONNECTION AT PARALLEL BEARING SIDE LAP CONNECTION END BEARING REINFORCING RD 1.5 1 1/2" 20 GA PLB-36 N/A (7) PUDDLE WELDS WELDED AT 12" OC PUNCHLOK AT 12" OC 3" MIN N/A RD 1.5W 1 1/2" 20 GA PLB-36 N/A (7) #12 WOOD SCREWS #12 WOOD SCREWS AT 12" OC PUNCHLOK AT 12" OC 3" MIN N/A SCALE: NTS6WOOD HOLDOWN SCHEDULE WOOD FOUNDATION HOLDOWN SCHEDULE AT STEM WALLS HOLDOWN TYPE CONNECTION TO POST/KING STUD BUILT-UP STUDS/ POST CAPACITY SIMPSON ANCHOR OPTIONS [2] [3] [4] THREADED ROD ANCHOR OPTION [5] [6] [7] SSTB ANCHOR SB ANCHOR THREADED ROD DIA MIN EMBED DEPTH DEPTH INTO FOOTING "de"MIN "F" PLATE WASHERMODEL MIN EMBED MODEL MIN EMBED 6" STEM WALL 8" STEM WALL HDU2 (6) 1/4" x 2 1/2" SDS SCREWS (2) 2x 3,075 SSTB24 20 5/8" SB5/8x24 18" 5/8" 18" 13" - - 1/2"x3"x3" HDU8 (20) 1/4" x 2 1/2" SDS SCREWS (3) 2x 7,870 SSTB36 28 5/8" SB7/8x24 18" 7/8" - - 9" 13 1/2" 1/2"x3"x3" HDU11 (30) 1/4" x 2 1/2" SDS SCREWS (4) 2x 11,175 - - SB1x30 24" 1" - - 11" 16 1/2" 5/8"x3"x3" no. desc. date S K E LTON YRRAL 16200 A L ENGI NEERNOISSEFORP SNEDECIL FO IDAHO ETATS12/20/2019 SILL PLATE ATTACHMENT, SEE SHEAR WALL SCHEDULE 6" 4'-0" MIN BETWEEN SPLICES, SEE 3/S5.11 CEILING/FLOOR LINE 2x FIRE BLOCKING AT CEILING AND FLOOR LINE UNO IN ARCH DRAWINGS (2) 2x TOP PLATES, DO NOT SPLICE TOP PLATES WITHIN 6'-0" OF ENDS OF SHEAR WALLS 16d-S AT 12" OC STAGGERED FOR HEADER CONNECTION INFO, SEE 2x STUDS AT 16" OC UNO BY SCHEDULE 2x CRIPPLES AT 16" OC SIMPSON A34 CLIP AT EACH SIDE OF KING STUD AT OPENINGS WIDER THAN 7'-0" (3) 10d-F AT ALL OTHER 2x OR 3x TREATED SILL PLATE RE- TIGHTEN BOLTS BEFORE CLOSING IN 2x CRIPPLES AT 16" OC 2x SILL, SEE TRIMMER STUD(S) UNDER HEADER SEE FULL HEIGHT KING STUD(S) SEE HEADER SPLICE OVER STUD AT HOLES IN TOP PLATE, SEE NOTE 6 16d-S AT 12" OC STAGGERED EACH SIDE (2) 16d-S TOENAIL EACH SIDE, UNO DETAIL REFERENCE ON PLAN WOOD BEAM OR GIRDER TRUSS, WHERE OCCURS (3) STUDS AT 4x BEAMS, (4) STUDS AT 6x BEAMS. AT GIRDER TRUSS USE (3) STUDS UNLESS GIRDER IS LARGER THAN (3) PLY, THEN MATCH STUDS WITH NUMBER OF PLYS IN GIRDER, TYP UNO ON PLANS OR IN BEAM SCHEDULE CONTINUE POST/BUILT-UP STUD FRAMING DOWN TO FOUNDATION WHERE LOWER LEVELS OCCUR ALIGNED OVER STUD 3" MAX OFFSET FOR TRUSS/JOIST TRUSSES/JOISTS THAT BEAR ON TOP PLATE MUST ALIGN OVER EACH STUD, WHEN STUDS ARE 24" OC 10d NAILS AT 12" OC STAGGERED,TYP NOTES: 1. WOOD STUD WALLS ARE TO BE CONSTRUCTED PER SCHEDULE, UNO ON SHEARWALL SCHEDULE OR PLAN. SEE ARCH FOR ALL INTERIOR NON-BEARING WALLS. 2. ALL WOOD FRAMING AND SHEATHING IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 3. "DF" DENOTES DOUGLAS FIR, "LSL" DENOTES LAMINATED STRAND LUMBER, "LVL" DENOTES LAMINATED VENEER LUMBER. SEE "WOOD NOTES" SECTION OF S0.00 SERIES SHEETS. 4. SEE PLAN AND DETAILS FOR ADDITIONAL REQUIREMENTS AT LEVEL 3 DUE TO PARAPETS. 5. MINIMUM (1) ANCHOR BOLT 6" AWAY FROM EACH CORNER AND END OF WALL. 6. FOR TOP PLATE FRAMING WHERE MEP PIPES AND CONDUITS PENETRATE TOP PLATE, SEE AND UNO. 7. AT WALLS WITH STUDS 24" OC, ALL JOISTS/TRUSSES BEARING ON WALL TOP PLATE MUST BE ALIGNED OVER EACH STUD. IF JOISTS/TRUSSES HAVE CLOSER SPACING THAN 24", TIGHTEN STUD SPACING TO 16" OC. 8. PROVIDE SHEATHING ON ENTIRE EXTERIOR SURFACE OF ALL STUD WALLS, UNO IN ARCH DRAWINGS. THE SHEATHING THICKNESS SHALL BE AS REQUIRED TO MAINTAIN A COMMON WALL PLANE, 7/16" MIN. PROVIDE FURRING OR BACKING AT ALL INTERIOR WOOD STUD WALL SURFACES WHICH ARE ONLY PARTIALLY SHEATHED WITH WOOD SHEATHING. THE FURRING OR BACKING SHALL BE OF THICKNESS TO MAINTAIN A COMMON WALL PLANE. COORDINATE AND ADJUST HEADER, JAMB AND SILL DETAILS AS REQUIRED FOR PROPER OVERALL WALL THICKNESS. 9. FOR MINIMUM CONNECTIONS, SEE "WOOD NOTES" SECTION OF S0.00 SERIES OF SHEETS FOR CONNECTION INFO NOT SHOWN HERE. WOOD STUD WALL SCHEDULE WALL TYPE WALL SIZE LEVEL 1 (1) DF AT 16" OCEXTERIOR 2x6 10d-F AT 12" OC (2) 16d-S TOENAILS, TYP SEE "WOOD NOTES" SECTION OF S0.00 SERIES OF SHEETS FOR CONNECTION INFORMATION NOT SHOWN HERE ALIGN STUDS FULL HEIGHT WOOD FLOOR CONDITIONMIN7"FOR REQUIREMENTS AT HOLES IN STUDS, SEE 10/s5.61 11/s5.61 ROOF JOIST OR TRUSS ADDITIONAL SNOW DRIFT AT PEAKDRIFTLOADWALL OR ROOF PROJECTION DRIFT LENGTH 5/s5.61 NOTES: 1. ALL INTERIOR BEARING WALL HEADERS ARE (2)2x8 UNO. AT INTERIOR NON BEARING WALLS PROVIDE (2) 2x6 MIN. 2. SIMPSON HU-MAX OR HUC-MAX HANGER WHERE APPLICABLE UNO, USE TRIMMER STUDS AT HANGER BACKING. 3. FOR BUILT-UP HEADER DETAIL, SEE 4. TRIMMER STUDS/POSTS IN SCHEDULE TYP UNO ON PLANS. 5. PARALLAMS AT EXTERIOR FRAMING ARE REQUIRED TO BE WOLMANIZED UNLESS THEY ARE WRAPPED WITH A WATER PROOF MEMBRANE ON (4) SIDES. 6. FOR MULTIPLE STUDS OCCURRING AS POSTS PER TABLES ABOVE, MATCH WOOD SPECIES AND GRADE OF THE WALL THE POSTS OCCUR IN. SEE WALL FRAMING SCHEDULE. 7. USE THE HIGHER QUANTITY OF STUDS AS REQUIRED PER THIS SCHEDULE AND HOLDDOWN SCHEDULE ON 6/s6.01 1/s5.02 2/s5.61 1/s5.61 NOTES: 1. INDIVIDUAL PIECES OF WOOD STRUCTURAL PANEL SHALL BE NOT LESS THAN 2'-0" IN LEAST DIMENSION NOR 8 SQ FT IN AREA. 2. RE-TIGHTEN BOLTS BEFORE CLOSING IN. 3. FOR ADDITIONAL INFORMATION, SEE 4. PROVIDE SHEATHING ON ENTIRE EXTERIOR SURFACE OF ALL STUD WALLS, UNO IN ARCH DRAWINGS. THE SHEATHING THICKNESS SHALL BE AS REQUIRED TO MAINTAIN A COMMON WALL PLANE, 7/16" MIN PROVIDE FURRING OR BACKING AT ALL INTERIOR WOOD STUD WALL SURFACES WHICH ARE ONLY PARTIALLY SHEATHED WITH WOOD SHEATHING. THE FURRING OR BACKING SHALL BE OF THICKNESS TO MAINTAIN A COMMON WALL PLANE. COORDINATE AND ADJUST HEADER, JAMB AND SILL DETAILS AS REQUIRED FOR PROPER OVERALL WALL THICKNESS. 5. "X" INDICATES EDGE NAILING AT SHEARWALLS 6. UNO ON SHEARWALL SCHEDULE, PROVIDE THE MINIMUM NAIL SIZE AND SPACING OF 8d NAILS AT 6" OC AT PANEL EDGES, AT SILL AND SOLE PLATES, AND 12" OC AT INTERMEDIATE SUPPORTS. ANCHOR 6" TYP 14" AT HOLDOWNXX X X FLOOR LINE 1/8" GAP AT ALL PANEL JOINTS TRIMMER, SEE PLAN AND HOLDOWN, SEE PLAN FOR LOCATION 2x OR 3x STUD UNO ON SHEAR WALL SCHEDULE, TYP 2x OR 3x BLOCKING TYP MINIMUM TREATED PLATE PER SHEARWALL SCHEDULE UNO ON PLAN, TYP SILL BOLT, SEE SHEARWALL SCHEDULE HOLDOWN ANCHOR, SEE PLAN FOR LOCATIONS HOLDOWN POST, PER SCHEDULE HEADER SCHEDULE NOTES: 1. INSTALL PANEL SHEATHING EITHER HORIZONTAL OR VERTICAL FOR THE ENTIRE LENGTH OF THE WALL PER PLAN. WHERE STUDS ARE SPACED AT 24" OC SHEATHING MUST BE LAID LONG DIMENSION ACROSS STUDS. 2. ALL INTERMEDIATE WALL STUDS SHALL BE PER PLAN. PROVIDE BACKING FRAMING AT ALL PANEL EDGES INCLUDING HORIZONTAL BLOCKING PER THE SCHEDULE. 3. IN SEISMIC DESIGN CATEGORIES D, E, AND F, 3x OR (2) 2x STUDS REQUIRED AT ALL PANEL JOINTS EXCEPT FOR TYPE SW-6 WHERE 2x STUDS MAY BE USED. STAGGER ALL EDGE NAILING EXCEPT FOR AT SW-1, SEE DETAIL . 4. PROVIDE NAILING TO ALL PANEL EDGES, TOP AND BOTTOM PLATES, TO DOUBLE SILL/SOLE PLATES WHERE USED, AND TO HORIZONTAL BLOCKING. PROVIDE THE SAME NAILING PATTERN TO (2) 2x OF HOLDOWN POST MINIMUM. 5. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH 8d AT 12" OC TYPICAL. 6. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. 7. 3x SILLS CAN BE USED AT ALL SHEAR WALLS UPON CONTRACTORS PREFERENCE. WHERE (2) 2x'S ARE USED, PLATES MUST BE FASTENED TOGETHER WITH FASTENERS THAT MATCH EDGE NAILING OF SHEARWALL. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED PER GENERAL STRUCTURAL NOTES. 8. 16d NAILS ARE PERMITTED TO BE EITHER .131" DIA x 3 1/4" OR 16d COMMON. SDWS SCREWS ARE PER SIMPSON AND MUST BE MODEL NUMBER SDWS22600DB UNO IN STRUCTURAL DETAILS. 9. PROVIDE HOT DIPPED GALVANIZED NAILS, BOLTS, OR METAL PLATES FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED MEMBERS. 10. ANCHORS TO BE CAST IN PLACE AND HAVE 7" MINIMUM CONCRETE EMBEDMENT WITH 1/4"x3"x3" PLATE WASHERS AT EACH ANCHOR BOLT. EACH SHEARWALL LENGTH SHALL HAVE A MINIMUM OF (2) BOLTS. SEE DETAIL FOR OTHER REQUIREMENTS. 11. SHEAR CLIPS ARE PER MANUF WITH 8d NAILS PER SIMPSON'S SPECS. SIMPSON A35 OR LTP4 CAN BE USED PER CONTRACTORS PREFERENCE. AT 2SW-2 SHEARWALLS (IF APPLICABLE ON THIS PROJECT) SIMPSON A35 AND LTP4 MUST BE USED WITH SPACING PER TABLE. SEE AT TOP PLATE SPLICES. 12. "FT" DENOTES "FORCE TRANSFER AROUND OPENING" SHEARWALL. SEE DETAIL 1/s6.61 1 s5.62 ____ 13/s5.61 NOTES: 1. DENOTES SIMPSON STRAP FOR DRAG CONNECTION. SEE DRAG STRAP SCHEDULE FOR REQUIRED STRAP LENGTHS. 2. DRAG STRAPS TO BE BY SIMPSON STRONGTIE UNO. 3. FILL EVERY OTHER PAIR OF NAIL HOLES. 4. FOR MANUFACTURED JOISTS ONLY, PROVIDE ADDITIONAL JOIST AND USE DF/GLB LENGTHS FOR SOLID SAWN AND FABRICATED TRUSSES. 5. 2x FLAT BLOCKING PERMITTED UNO IN TYPICAL DRAG STRAP DETAILS. FILL EVERY PAIR OF NAIL HOLES THE LENGTH OF STRAP. 6. PROVIDE A MIN OF 4" END DISTANCE TO 1ST NAIL OF ALL STRAPS (THIS LENGTH NOT INCLUDED IN LENGTHS ABOVE) 7. FIRST VALUE IN SCHEDULE REPRESENTS MIN NUMBER OF d NAILS AS WELL AS LENGTHS REQUIRED. SECOND VALUE REPSRESENTS MIN NUMBER OF NAILS WHERE .131 DIA x 3" NAILS ARE USED IN LIEU OF 10d & 16d NAILS, AS WELL AS LENGTH REQUIRED IF .131 DIA x 3" NAILS ARE SUBSTITUTED. WHERE LENGTH DOESN'T PERMIT USE OF .131 DIA x 3" NAILS, PROVIDE LARGER FASTENER TO ACHIEVE SMALLER LENGTHS. HORIZONTAL STRAP TO TRUSS ROOF TRUSS ROOF TRUSS BOTTOM CHORD (2) 16d AT 8" OC NAILER TO TRUSS 2x NAILER x 6'-0" LONG WHERE REQ'D TO ACCOMODATE STRAP SIZE TOP PLATE ASECTION SIMPSON DSCR/L-SDS3 OR STRAP PER PLAN L L HEADQUARTERS: 121 N. 9TH ST. SUITE #401 BOISE, ID 83702 PHONE: 208-639-4520 AxiomPLLC.com Axiom Project Number: A19-121 ALL STRUCTURAL DRAWINGS USED ON THESE PLANS ARE COPYRIGHT © OF AXIOM PLLC. Boise, ID Albuquerque, NMSalt Lake City, UT erstaddate: drawn: checked: project: This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 s6.61 wood schedulesnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg KR SD 12.20.2019 180404 permit set SCALE: NTS1WOOD STUD WALL SCHEDULE SCALE: NTS5SNOW DRIFT SCHEDULE MARK DRIFT LENGTH DRIFT LOAD AT PEAK A 3'-0"15 PSF B 5'-0"18 PSF WOOD HEADER SCHEDULE MARK MEMBER SIZE TRIMMER STUD(s) [6] KING STUD(S) [6][7] H01 (2) 2x10 DF #2 (2) 2x (2) 2x H02 (2) 1 3/4"x9 1/2" LVL (2) 2x (2) 2x H03 (3) 1 3/4"x9 1/2" LVL (2) 2x (3) 2x WOOD DRAG STRAP SCHEDULE STRAP TYPE MIN NAILS AT EACH END [8] LENGTH ONTO (L): DF/GLB SCL [3] JOIST [3] BLOCKING [5] CS14 (13) 10d / (16) .131 DIA x 3" 15"/20" 30"/40" 30"/40" SEE PLAN CMST12 (37) 16d / (52) .131 DIA x 3" 33"/48" 66"/94" 66"/94" SEE PLAN SCALE: NTS2HEADER SCHEDULE SCALE: NTS4WOOD SHEARWALL SCHEDULE WOOD SHEARWALL SCHEDULE MARK SHEAR WALL SHEATHING [1] ASD CAPACITY (plf) WIND/SEISMIC FRAMING MEMBERS AT ADJOINING PANEL EDGES [2], [3], [6] PANEL EDGE NAILING [4], [5], [6] MIN SILL OR SOLE PLATE REQUIRED [7] BOTTOM PLATE ATTACHMENT SHEAR CONNECTION FROM RIMBOARD/BLOCKING TO TOP PLATE [11] SOLE PLATE CONNECTION TO RIM/BEAM/BLOCKING [8], [9] ANCHOR BOLTING OF SILL PLATE TO CONCRETE [10] 1/2" DIA 5/8" DIA SW-6-FT 7/16" APA RATED ONE-SIDE 365/260 2x 8d AT 6" OC 2x 16d AT 4" OC 32" OC 48" OC A35 OR LTP4 AT 18" OC SW-6 7/16" APA RATED ONE-SIDE 365/260 2x 8d AT 6" OC 2x 16d AT 4" OC 32" OC 48" OC A35 OR LTP4 AT 18" OC SW-4 7/16" APA RATED ONE-SIDE 533/380 2x 8d AT 4" OC 2x 16d AT 3" OC 24" OC 32" OC A35 OR LTP4 AT 12" OC SW-3 7/16" APA RATED ONE-SIDE 685/490 2x 8d AT 3" OC 2x SDWS AT 6" OC 16" OC 24" OC A35 OR LTP4 AT 10" OC SW-2 7/16" APA RATED ONE-SIDE 895/640 3x OR (2) 2x 8d AT 2" OC 3x OR (2) 2x (2) SDWS AT 12" OC 12" OC 16" OC A35 OR LTP4 AT 8" OC SCALE: NTS3WOOD DRAG STRAP SCHEDULE no. desc. date S K E LTON YRRAL 16200 A L ENGI NEERNOISSEFORP SNEDECIL FO IDAHO ETATS12/20/2019 MAIRFLOWAIRFLOWSTFCOHWCOSGCOCO2CONOSD--#AWAVSDD-XCFMX"ØRDR-XX"ØODR-XCFMX"ØCDG-XCFMX"ØTWTSMPGFSGFGWSGWRCWSCWRCSCRHWSHWRLSMECHANICAL GENERAL NOTES1.ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE(IMC) LATEST EDITION, AND ALL LOCAL & STATE CODES.2.ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST ADOPTED PLUMBING CODE,AND ALL LOCAL & STATE CODES.3.ALL MECHANICAL AND PLUMBING EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS.4. MECHANICAL CONTRACTORS SHALL RECEIVE PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER BEFORE MAKING CUTSTHROUGH ANY STRUCTURAL MEMBER.5. MECHANICAL CONTRACTORS SHALL COORDINATE INSTALLATION WITH CONSTRUCTION SUPERVISOR AND WITH ALL OTHERTRADES TO AVOID CONFLICTS.6. THE MECHANICAL CONTRACTORS SHALL VERIFY MOTOR VOLTAGES WITH THE ELECTRICAL DRAWINGS BEFORE ORDERINGMOTORIZED EQUIPMENT AND CONTROLS.7.SEE MECHANICAL SCHEDULE SHEET FOR SCHEDULED CAPACITIES OF ALL MECHANICAL EQUIPMENT AND MATERIALS SPECIFIED.8. DOMESTIC WATER SERVICE IS PROVIDED WITH A DOUBLE CHECK BACKFLOW PREVENTER.9. ALL MECHANICAL EQUIPMENT TO BE PROPOSED MUST BE ON THE APPROVED LIST PRIOR TO SUBMITTALS. ALL APPROVEDMANUFACTURERS MUST BE CAPABLE OF MEETING THE REQUIREMENTS OF THE SPECIFIED EQUIPMENT.10.RUNOUT AND HOOKUP SIZES TO INDIVIDUAL PLUMBING FIXTURE CAN BE FOUND ON THE PLUMBING FIXTURE SCHEDULE.11.PROVIDE REMOTE CEILING ACCESS BALANCE DAMPERS WITH CONCEALED CHROME PLATE COVERS FOR BALANCE DAMPERSLOCATED ABOVE HARD CEILINGS.12.PAINT ALL VTR'S, FLUES, EXHAUST CAPS, AND OTHER MECHANICAL ITEMS ON THE ROOF TO MATCH THE ROOF COLOR.13.INSULATED FLEXIBLE DUCTWORK MAY BE USED FOR RUNOUTS TO GRILLES AND DIFFUSERS, IN LENGTHS OF 6'-0" OR LESS.14.MAINTAIN MINIMUM OF 10'-0" DISTANCE BETWEEN ALL FRESH AIR INTAKES AND EXHAUST OR GAS FLUE DISCHARGES.15.THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL BACKFLOW DEVICES TO BE INSPECTED BY A CERTIFIED BACKFLOWTECHNICIAN BEFORE THE USE OF THE BUILDING POTABLE WATER SYSTEM.16.LOCATE ACCESS HATCHES SO AS TO PROVIDE OPTIMUM SERVICEABILITY TO EQUIPMENT AND/OR VALVING. SEE ARCHITECTURALSPECIFICATION FOR TYPE AND COLOR. COORDINATE LOCATION WITH STRUCTURAL & LIGHTING.17.WHENEVER THERE IS A DISCREPANCY BETWEEN THE RUNOUT DUCT SIZE SHOWN ON THE PLANS AND THAT SHOWN IN THESCHEDULE, ALWAYS USE THE LARGER OF THE TWO DUCT SIZES.MECHANICAL AND PLUMBING DRAWINGS LEGENDFLEXIBLE DUCTWORKTHREE WAY CONTROL VALVEDUCTWORKTWO WAY CONTROL VALVEDUCTWORK BREAKPRESSURE REDUCING VALVEDUCTWORK OR PIPING RISEGATE VALVECONCENTRIC SQUARE TO ROUNDTRANSITIONREDUCERMOTORIZED DAMPERGLOBE VALVEMANUAL VOLUME DAMPERBALL VALVESPIN-IN FITTING W/ AIR EXTRACTOR AND HAND DAMPERBUTTERFLY VALVEHIGH EFFICIENCY FITTING W/ HAND DAMPER BALANCE VALVESWITCHCHECK VALVETHERMOSTATFLOOR CLEANOUTHUMIDISTATWALL CLEANOUTTEMPERATURE SENSORGRADE CLEANOUTCARBON DIOXIDE SENSORWATER HAMMER ARRESTORCARBON MONOXIDE SENSORFLOOR DRAINNITROUS OXIDE SENSORFLOOR SINKDUCT SMOKE DETECTORGAS PRESSURE REGULATOR W/ GAS COCKCOMBINATION SMOKE/FIRE DAMPER PRESSURE RELIEF VALVEFIRE DAMPERVENT-THROUGH-ROOFSMOKE DAMPERVENTEQUIPMENT CALLOUTSOIL, WASTE, OR SANITARY SEWERTURNING VANESACID WASTE LINEINTAKE OR EXHAUSTACID VENT LINEDIRECTION OF AIRFLOWSTORM DRAINSUPPLY DIFFUSERROOF DRAIN LINERETURN GRILLEOVERFLOW DRAIN LINEEXHAUST GRILLECONDENSATE DRAIN LINEFLOOR GRILLEDOMESTIC COLD WATER (CW)CEILING EXHAUST FANDOMESTIC HOT WATER (HW)TEMPERATURE GAUGEDOMESTIC HOT WATER RETURN (HWR)PRESSURE GAUGE (LIQUID FILLED W/ ISOLATION VALVE)TEMPERED WATER (TW)TEMPERATURE SENSOR (DUCT OR PIPING) MEDIUM PRESSURE NATURAL GASFLOW SWITCHLOW PRESSURE NATURAL GASSTAINLESS STEEL BRAIDED FLEXCONNECTIONFIRE SPRINKLER LINEELASTOMETRIC FLEX CONNECTORGEOTHERMAL WATER SUPPLYSUCTION DIFFUSERGEOTHERMAL WATER RETURNY TYPE STRAINER (1-1/2" OR LARGERPROVIDED W/ BLOW DOWN VALVE)CHILLED WATER SUPPLYFLOW DIRECTIONCHILLED WATER RETURNDEMOLITION / EQUIPMENT TO BE REMOVED CONDENSER WATER SUPPLYNEW TO EXISTING CONNECTION POINT CONDENSER WATER RETURN(E)EXISTINGHEATING WATER SUPPLY(F)FUTUREHEATING WATER RETURN(N)NEWLIQUID REFRIGERANT LINEREDUCED PRESSURE BACKFLOW PREVENTERSUCTION REFRIGERANT LINEDOUBLE CHECK BACKFLOW PREVENTER SLOPE PIPE IN DIRECTION OF ARROWUNIONPIPE ANCHORAIR VENTPIPE GUIDETRIPLE DUTY VALVECAPNOTE:THIS IS A LIST OF COMMONLY USED MECHANICAL AND PLUMBING SYMBOLS. SOME OF THE SYMBOLS SHOWN ABOVEMAY NOT BE USED IN THIS DRAWING PACKAGE.MECHANICAL ABBREVIATIONSA/C or AC AIR CONDITIONINGKW KILOWATTAFF ABOVE FINISHED FLOORKWH KILOWATT HOURAHU AIR HANDLING UNITASHRAEAMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERSLAT LEAVING AIR TEMPERATURELAV LAVATORYBTU BRITISH THERMAL UNITSLEED LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGNBTUH BTUS PER HOURLWT LEAVING WATER TEMPERATURECACOMBUSTION AIRMAX MAXIMUMCC COOLING COILMCA MINIMUM CIRCUIT AMPSCFM AIR FLOW RATE (CUBIC FEET PER MINUTE) MOCP MAXIMUM OVERCURRENT PROTECTIONCHWR CHILLED WATER RETURNMIN MINIMUMCHWS CHILLED WATER SUPPLYCLG CEILINGNCNOISE CRITERIACW COLD WATERNFPA NATIONAL FIRE PROTECTION ASSOCIATIONNTS NOT TO SCALEDEG or ° DEGREEDIA or ØDIAMETEROSA OUTSIDE AIRDBDRY BULBPDPRESSURE DROPEA EXHAUST AIRPH or Ø PHASEEATENTERING AIR TEMPERATURE PRV PRESSURE REDUCING VALVEEER ENERGY EFFICIENCY RATIOESP EXTERNAL STATIC PRESSURERARETURN AIREWT ENTERING WATER TEMPERATURE RPM REVOLUTIONS PER MINUTERTU ROOFTOP UNITFCO FLOOR CLEANOUTFD FIRE DAMPERSA SUPPLY AIRFLA FULL LOAD AMPSSEER SEASONAL ENERGY EFFICIENCY RATIOFLRFLOORSFD COMBINATION SMOKE/FIRE DAMPERFPMFEET PER MINUTESP STATIC PRESSUREFTFEETSYM SYMBOLGA GAUGET & PTEMPERATURE AND PRESSUREGCO GRADE CLEANOUTTEMPTEMPERATUREGPM WATER FLOW RATE (GALLONS PER MINUTE)TYPTYPICALHC HEATING COILUMC UNIFORM MECHANICAL CODEHPHORSE POWERUPC UNIFORM PLUMBING CODEHVAC HEATING, VENTILATING, AIR CONDITIONINGURL URINALHW HOT WATERHWR HOT WATER RETURNVTR VENT THROUGH ROOFHWS HOT WATER SUPPLYVVOLTSIBC INTERNATIONAL BUILDING CODEW/WITHIEEC INTERNATIONAL ENERGY CONSERVATION CODE WB WET-BULBIFC INTERNATIONAL FIRE CODE WC WATER CLOSETIFGC INTERNATIONAL FUEL GAS CODE WCO WALL CLEANOUTIMC INTERNATIONAL MECHANICAL CODE WH WATER HEATERIPC INTERNATIONAL PLUMBING CODENOTE:THIS IS A STANDARD LIST OF COMMONLY USED MECHANICAL ABBREVIATIONS. SOME OF THE ABBREVIATIONS SHOWN ABOVE MAY NOT BE USED IN THIS DRAWING PACKAGE.A. COMPLIANCE WITH THE LATEST ADOPTED EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE IS REQUIRED FOR THISPROJECT. THESE NOTES COVER MANDATORY REQUIREMENTS OF THE CODE. ADDITIONAL REQUIREMENTS ARE NOTED ON THEDRAWINGS AND IN THE SPECIFICATIONS.B. MINIMUM REQUIREMENTS FOR SUPPLY AND RETURN DUCTWORK INSULATION:1. R-6: DUCTS LOCATED IN UNCONDITIONED SPACES (SPACE NEITHER HEATED NOR COOLED SUCH AS ABOVE CEILING SPACES,WALL SPACES, DUCT CHASES, SOFFITS, ATTICS, CRAWL SPACES, UNHEATED BASEMENTS, AND UNHEATED GARAGES).2. R-12: DUCTS LOCATED OUTSIDE OF THE BUILDING'S INSULATION ENVELOPE (SUCH AS ABOVE THE ATTIC INSULATION).TYPICAL INSULATION THICKNESS REQUIRED TO MEET THESE REQUIREMENTS:1. FIBERGLASS DUCT WRAP: R-6, R-12.2. FIBERGLASS DUCT LINER: R-6, R-12.C.CONTRACTOR SHALL VERIFY THE R-VALUES OF THE ACTUAL INSULATION USED WITH THE MANUFACTURER. R-VALUES SHALL BE INSTALLED VALUES.D.WHERE DUCTS USED FOR COOLING ARE EXTERNALLY INSULATED, THE INSULATION SHALL BE COVERED WITH A VAPOR RETARDERHAVING A MAXIMUM PERMEANCE OF 0.05 PERM OR ALUMINUM FOIL HAVING A MINIMUM THICKNESS OF 2 MILS. INSULATION HAVING APERMEANCE OF 0.05 PERMS OR LESS SHALL NOT BE REQUIRED TO BE COVERED. ALL JOINTS AND SEAMS SHALL BE SEALED TOMAINTAIN THE CONTINUITY OF THE VAPOR RETARDER.E. ALL DUCT JOINTS, SEAMS, AND CONNECTIONS SHALL BE FASTENED AND SEALED WITH WELDS, GASKETS, ADHESIVES,MASTIC-PLUS-EMBEDDED-FABRIC SYSTEMS, OR TAPES. TAPES AND MASTICS SHALL BE LISTED AND LABELED PER UL181A ORUL181B. DUCT TAPE IS NOT PERMITTED AS A SEALANT ON ANY METAL DUCTS. DUCT CONNECTIONS TO FLANGES OR EQUIPMENTSHALL BE SEALED AND MECHANICALLY FASTENED.F. MINIMUM REQUIREMENTS (THICKNESS) FOR PIPING INSULATION SHALL BE AS FOLLOWS:FLUID NOMINAL PIPE DIAMETER1/2" TO < 1-1/2" 4" AND ABOVE1. REFRIGERANT SEE SPECIFICATIONSTHE ABOVE INSULATION IS BASED ON HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 BTU-INCH/HOUR-FT2-°F.G. DOMESTIC HOT WATER PIPING SYSTEMS SHALL BE INSULATED WITH 1" INSULATION HAVING A CONDUCTIVITY NOT EXCEEDING 0.27BTU-INCH/HOUR-FT2-°F.H.DOMESTIC WATER HEATERS WHICH ARE NOT PROVIDED WITH INTEGRAL HEAT TRAPS AND SERVE NONCIRCULATING SYSTEMSSHALL BE PROVIDED WITH HEAT TRAPS ON THE SUPPLY AND DISCHARGE PIPING AT THE WATER HEATER.I.DOMESTIC HOT WATER SYSTEMS WITH RECIRCULATION PUMPS OR ELECTRIC HEAT TRACE SHALL BE CONTROLLED WITH 7-DAYTIME CLOCKS.J.AN OPERATING AND MAINTENANCE MANUAL SHALL BE PROVIDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. THEO&M MANUAL SHALL CONTAIN THE FOLLOWING INFORMATION AS A MINIMUM:1. EQUIPMENT CAPACITY (INPUT & OUTPUT).2. EQUIPMENT OPERATING AND MAINTENANCE INSTRUCTIONS.3. CONTROL SYSTEM MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, ANDCONTROL SEQUENCES.4. CONTROL SYSTEM SETPOINTS SHALL BE SHOWN ON CONTROL DRAWINGS, AT CONTROL DEVICES, OR IN PROGRAMMINGCOMMENT ON DDC SYSTEMS.5. A COMPLETE WRITTEN NARRATIVE ON HOW EACH MECHANICAL SYSTEM IS INTENDED TO OPERATE.ENERGY CODE COMPLIANCE1-1/2" TO < 4"erstaddate:drawn:checked:project:This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301m0.00mechanicalcover sheetnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburglrcld12.20.2019180404PERMITSETno. desc. date TTTTTTTTT1123368811lkihgc5710baoffice109office110office111office112i.t./server113mech/elec114breakroom115vault106teller storage105j124edEF2EF1EF3FC18"ø8"ø12"ø(RTU-4)(RTU-4)(RTU-3)(RTU-1)(ZD-1)(RTU-2)(EH-1)(EH-2)(EH-3)EH1EH2EH3-18X18R11EF48"ø8"øconference room107lounge108officer's deck103teller line104entry vestibule101walkway102mens117womens116EH4ZD15.65.86.36.79.1g.1j.56.41316"x16"24"x12"14"x12"16"x16"14"x14"12"x12"-400G112X12-400G 112X12-22X22R1024"x12"12"x10"14"x12"16"x16"16"x16"24"x12"16"x16"-22X10R9-22X10R914"x14"16"x16"-200D310"Ø-200D310"Ø-14"ØR8-10"ØR6-100D28"Ø-300D310"Ø-300D310"Ø-400D412"Ø12"x12"12"x12"-150D28"Ø-150D28"Ø-150D28"Ø-150D28"Ø-150D28"Ø-150D28"Ø-10"ØR6-10"ØR6-10"ØR6-10"ØR6-12"ØR7-300D310"Ø-300D310"Ø-300D310"Ø-300D310"Ø-300D310"Ø-8"ØR5-100D310"Ø16"x16"14"x14"12"x12"12"x12"16"x16"24"x12"12"x12"24"x12"20420120120120120220320320621520"x10"18"x18"-22X22R1022"x10"20821021021021121121121121121121121118"x18"-18X18R11-18X18R1120620610"ø10"ø217erstaddate:drawn:checked:project:This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301m2.11hvac floorplannna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburglarcld12.20.2019180404PERMITSETno. desc. date1/4" = 1'-0"hvac floor planKEYED NOTESNOTE USED FOR CALLOUT201 INDICATED SIZE SUPPLY/RETURN DUCT DOWN FROM ROOFTOP UNIT ABOVE.TRANSITION AS REQUIRED FROM UNIT TO INDICATED DUCT SIZES. PROVIDE FLEXCONNECTION AT UNIT.202 EXHAUST DUCT UP TO ROOF CAP COOK MODEL PR OR EQUAL. MAINTAIN MINIMUM10 FT DISTANCE FROM ALL OUTSIDE AIR INTAKES.203 MOUNT BOTTOM OF SUPPLY GRILLE AT 11 FT 6 IN ABOVE FINISHED FLOOR.204 MOUNT FAN COIL 8 FT A.F.F. ON WALL. ROUTED REFRIGERANT LINE SET TOCONDENSING UNIT CU-1. SIZE REFRIGERANT LINE SET PER MANUFACTURER'SRECOMMENDATIONS.206 MOUNT BOTTOM OF RETURN GRILLE AT 12 FT ABOVE FINISHED FLOOR.208 INDICATED SIZE TRANSFER DUCT FOR MAKEUP AIR. SEE TRANSFER DUCT DETAILFOR REQUIREMENTS.210 DUCTWORK ABOVE CLOUD CEILING SHALL NOT BE INSULATED. PAINT DUCTWORKBLACK.211 INTERNALLY LINE DUCTWORK AS REQUIRED BY SPEFICATIONS.215 SERVER ROOM UNIT SHALL BE 100% COMPLETE AND TURNED OVER TO THE OWNER30 DAYS PRIOR TO SUBSTANTIAL COMPLETION. COORDINATE WITH OTHER TRADESFOR ALL WORK IN THIS AREA.217 REMOTE SENSOR LOCATION. MECHANICAL CONTRACTOR SHALL PROVIDE ANDINSTALL CONTROL WIRING BACK TO THERMOSTAT SERVING RTU-4. 1123368811lkihgc5710baj124edCU1RTU1RTU2RTU3RTU45.65.86.36.79.1g.1j.56.413214214214212214213207216erstaddate:drawn:checked:project:This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301m2.41hvac roofplannna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburglarcld12.20.2019180404PERMITSETno. desc. date1/4" = 1'-0"hvac roof planKEYED NOTESNOTE USED FOR CALLOUT207 COOK MODEL PR ROOF CAP OR EQUAL AND ROOF CURB. REFERENCE PENTHOUSEMOUNTING DETAIL.212 SEE ROOFTOP CONDENSING UNIT PLATFORM DETAIL.213 ROUTE REFRIGERANT LINE SET TO FAN COIL UNIT FC-1. SIZE REFRIGERANT LINESET PER MANUFACTURER'S RECOMMENDATIONS.214 SEE ROOFTOP UNIT MOUNTING DETAIL.216 PIPING HOOD FOR REFRIGERANT LINE SET PENETRATION THRU ROOF. REFERENCEPIPING THRU ROOF DETAIL. FAN-COIL UNITS WITHOUT ECONOMIZERS:THE FAN-COIL UNIT SUPPLY FAN WILL START AS SET BY THE THERMOSTAT. IF COOLING IS REQUIRED THE THERMOSTAT WILL START THE COMPRESSORIZEDCOOLING SYSTEM TO MAINTAIN THE USER ADJUSTABLE COOLING SPACE SETPOINT. HEATING IS NOT REQUIRED IN THIS SPACE. IF THE SPACE TEMPERATUREFALLS BELOW THE COOLING SETPOINT, THE SUPPLY FAN AND COOLING WILL SHUT OFF.TSEQUENCE OF OPERATIONSTHERMOSTATINDOOR FAN-COIL UNITCONDENSING UNITTDXCSUPPLY AIRRETURN AIRTHERMOSTATPACKAGED H/C UNITECONOMIZERPACKAGED H/C UNIT WITH ECONOMIZER:THE SUPPLY FAN WILL START DURING THE OCCUPIED PERIODS AS SET BY THE PROGRAMMABLE THERMOSTAT. IF COOLING IS REQUIRED AND OUTDOORAIR CONDITION IS SUITABLE THE CONTROLLER WILL MODULATE THE MIXED AIR DAMPER TO MAINTAIN THE SUPPLY AIR TEMPERATURE SETPOINT. IFOUTDOOR CONDITION IS NOT SUITABLE THE MIXED AIR DAMPERS WILL BE MODULATED TO A MINIMUM POSITION. IF THE MIXED AIR DAMPERS ARE ATMINIMUM POSITION OR THE OUTDOOR DAMPERS ARE AT 100% OPEN AND ADDITIONAL COOLING IS REQUIRED THE UNIT SHALL START THE CONDENSERFAN(S) AND COMPRESSOR(S) TO MAINTAIN THE USER ADJUSTABLE COOLING SPACE SETPOINT. IF HEATING IS REQUIRED THE UNIT WILL ENERGIZE THEHEATING SYSTEM AND CYCLING THE HEATING STAGE(S) AS REQUIRED TO MAINTAIN THE SPACE TEMPERATURE HEATING SETPOINT. IF THE SPACETEMPERATURE IS BETWEEN THE HEATING AND COOLING SETPOINT, THE SUPPLY FAN WILL CONTINUE TO OPERATE, BUT NEITHER HEATING NOR COOLINGWILL BE ENABLED.IN THE UNOCCUPIED MODE THE SUPPLY FAN WILL BE STOPPED AND THE ECONOMIZER DAMPERS SHALL CLOSE. IF SPACE TEMPERATURE WERE TO RISEABOVE OR FALL BELOW THE UNOCCUPIED SPACE SET POINTS THE SUPPLY FAN WILL START AND HEATING OR COOLING WILL BE ENABLED TO MAINTAINTHE SPACE TEMPERATURE AT THE UNOCCUPIED SPACE TEMPERATURE SETPOINT.SEQUENCE OF OPERATIONST TCONTROL WIRING BETWEEN REMOTE SENSORAND THERMOSTAT SHALL BE FURNISHED ANDINSTALLED BY MECHANICAL CONTRACTOR.DXCSUPPLY AIRRETURN AIRPACKAGED H/C UNITECONOMIZERPACKAGED H/C UNIT WITH ECONOMIZER AND AVERAGING THERMOSTATS:THE SUPPLY FAN WILL START DURING THE OCCUPIED PERIODS AS SET BY THE PROGRAMMABLE THERMOSTA VIA AVERAGING BETWEEN THE PRIMARYTHERMOSTAT AND THE REMOTE SENSOR. IF COOLING IS REQUIRED AND OUTDOOR AIR CONDITION IS SUITABLE THE CONTROLLER WILL MODULATE THEMIXED AIR DAMPER TO MAINTAIN THE SUPPLY AIR TEMPERATURE SETPOINT. IF OUTDOOR CONDITION IS NOT SUITABLE THE MIXED AIR DAMPERS WILL BEMODULATED TO A MINIMUM POSITION. IF THE MIXED AIR DAMPERS ARE AT MINIMUM POSITION OR THE OUTDOOR DAMPERS ARE AT 100% OPEN ANDADDITIONAL COOLING IS REQUIRED THE UNIT SHALL START THE CONDENSER FAN(S) AND COMPRESSOR(S) TO MAINTAIN THE USER ADJUSTABLE COOLINGSPACE AVERAGE SETPOINT. IF HEATING IS REQUIRED THE UNIT WILL ENERGIZE THE HEATING SYSTEM AND CYCLING THE HEATING STAGE(S) ASREQUIRED TO MAINTAIN THE SPACE TEMPERATURE HEATING SETPOINT. IF THE SPACE TEMPERATURE AVERAGE IS BETWEEN THE HEATING AND COOLINGSETPOINT, THE SUPPLY FAN WILL CONTINUE TO OPERATE, BUT NEITHER HEATING NOR COOLING WILL BE ENABLED.IN THE UNOCCUPIED MODE THE SUPPLY FAN WILL BE STOPPED AND THE ECONOMIZER DAMPERS SHALL CLOSE. IF AVERAGE SPACE TEMPERATURE WERETO RISE ABOVE OR FALL BELOW THE AVERAGE UNOCCUPIED SPACE SET POINTS THE SUPPLY FAN WILL START AND HEATING OR COOLING WILL BEENABLED TO MAINTAIN THE AVERAGE SPACE TEMPERATURE AT THE AVERAGE UNOCCUPIED SPACE TEMPERATURE SETPOINT.SEQUENCE OF OPERATIONSREMOTE SENSORTHERMOSTATerstaddate:drawn:checked:project:This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301m3.00hvaccontrolsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburglarcld12.20.2019180404PERMITSETno. desc. dateNTS1COOLING ONLY DUCTLESS SPLIT SYSTEM CONTROL SCHEMATICNTS2PACKAGED ROOFTOP UNIT CONTROL SCHEMATICNTS3PACKAGED ROOFTOP UNIT CONTROL SCHEMATIC - AVERAGING THERMOSTATS XXR=1.5XX90° TURNING VANESXXR=1.5XXXXR=1.5XX XYYZX1.5XZXYX6"Y+2YY=3"-8", Z=3"Y=17"-24", Z=9"XZYXY = 2X; Z = SEE PLANSYZX XYXXYZXZ = X - Y (4" MIN.)XY=9"-16", Z=6"Y=25" UP, Z=12"NOTE:ALL DUCTWORK TRANSITIONS SHALL BE CONSTRUCTED AND INSTALLED TO SMACNA, SPECIFICATIONS, AND THE ABOVE NOTEDSTANDARDS. ANY DEVIATIONS SHALL BE COORDINATED WITH THE ENGINEER.WYEFITTINGOFFSETECCENTRIC TRANSITIONCONCENTRIC TRANSITION90° TEEFITTINGCONICALFITTING90° TEE W/ OVALTO ROUND TAP45° LATERAL TAPRADIUS ELBOW90° GORED ELBOW5 GOREMITERED ELBOW W/TURNING VANES45° GORED ELBOW3 GOREӨ= 15° MAXIMUM20% MAX AREA REDUCTIONӨ= 30° MAXIMUMXR=1.0XXXXXӨ= 45° MAXIMUMR=6" MIN.1/4Ө= 15° MAXIMUMXXXR=1.0XXX1/21/4R=6" MIN.X XӨR.A.90° TURNING VANESS.A.XY0.25Y, 4" MIN.XYR=1.5XXYXX+YYYXXZNOTE:ALL DUCTWORK TRANSITIONS SHALL BE CONSTRUCTED AND INSTALLED TO SMACNA, SPECIFICATIONS AND THE ABOVE NOTEDSTANDARDS. ANY DEVIATIONS SHALL BE COORDINATED WITH THE ENGINEER.OBSTRUCTION REDUCTIONRADIUS OFFSETMITERED OFFSET45° ELBOWSQUARE ELBOWW/ TURNING VANES90° ELBOWCONCENTRIC TRANSITIONECCENTRIC TRANSITIONDUCT TAKE-OFFRADIUS WYESQUARE TEEW/ TURNING VANESSQUARE TEEW/ DUCT TAKE-OFFSӨӨӨӨSECTIONAIR FLOW1XYNOTES:1. TAKE-OFFS SHOULD NOT BE INSTALLED CLOSER THAN TWO WIDTHSTO ELBOWS OR INTERSECTIONS.2. SEE BALANCE DAMPER DETAIL.3. X NOT LESS THAN Y.4. FLEXIBLE DUCTWORK SHALL BE FLEXMASTER 8-M, THERMAFLEX M-KEOR AN APPROVED EQUAL. FLEXIBLE DUCTWORK SHALL BEINSULATED WITH A MINIMUM R VALUE OF 5.5. RUN-OUT SHALL BE SAME SIZE AS COLLAR.RECTANGULAR ORROUND DUCT(SEE PLAN FOR SIZE)LOCKING QUADRANTHANDLE OR REMOTECEILING OPERATOR WHEREDAMPER IS INACCESSIBLEHIGH EFFICIENCY DUCTTAKE-OFF (SEE NOTES 1 & 3)STAND OFFSEE SECTION 1RIGID ROUNDDUCT ORDIFFUSERCOLLARNYLON OR STAINLESS STEELCLAMP OVER INSULATIONNYLON OR STAINLESS STEELCLAMP OVER FLEX DUCTINSULATION(SEE NOTE 4)LISTED AND LABELED TAPE ORMASTIC PER UL181A OR UL181BFLEX DUCT(SEE NOTE 4)2 #8 1" LONG PAN HEADSHEET METAL SCREWTHRU CEILING TRACKINTO DIFFUSER (TYP.)BALANCE DAMPER (SEE NOTE 2)SUSPEND ELBOW FROM STRUCTURERIGID SHEET METAL DUCT(SEE PLAN FOR SIZE)PROVIDE PLASTIC ELBOW SUPPORT(THERMAFLEX FLEX-FLOW OR TITUSFLEX-RIGHT) ON ALL FLEX DUCTELBOWS AT DIFFUSERS, SIZED TO FITDUCT. ALTERNATE: CONTRACTORMAY USE HARD DUCT ELBOW INPLACE OF FLEXIBLE DUCT.INSULATED FLEXDUCT. MAXLENGTH 6'-0"(SEE NOTE 4)CEILINGDIFFUSERSUSPENDEDCEILING TRACK45°NOTES:1. FOR TAKE-OFFS LARGER THAN 12" DIAMETER, USE A FACTORY MANUFACTURED DAMPER. LOUVERS &DAMPERS, INC. MODEL CD-600 WITH A LOCKING HAND QUADRANT OR EQUAL.2. ROD CONTINUOUS ON 2" W.G. CLASS AND ON ALL DAMPERS OVER 12" DIAMETER.3. BLADE 22 GAGE MIN., BUT NOT LESS THAN TWO GAGES MORE THAN THE DUCT GAGE.4. PROVIDE REMOTE CEILING OPERATOR WHERE DAMPER IS INACCESSIBLE.5. FOR DUCTS OVER 12" HIGH USE MULTIPLE BLADE DAMPERS (SEE FIG. C).6. ALTERNATE MANUFACTURERS INCLUDE: AMERICAN WARMING, SAFE-AIR/DOWCO, J&J, LOUVERS &DAMPERS, RUSKIN, NAILOR, ARROW UNITED, POTTORFF, & CESCO.FIG. A18 GA. BLADE MIN.1/8" CLEARANCEALL AROUND19" TO 48"FIG. DFIG. BUP TO 18"1/8"CLEARANCEALL AROUND22 GA. BLADEFIG. CELEVATION, TWOBLADE ARRANGEMENTDUCTVOLUME DAMPER(SEE NOTE 1)WING NUTDAMPER ARM(SEE NOTE 4)DAMPER BLADE(SEE NOTE 3)ROUND DUCTROD (SEE NOTE 2)18" GAGE MINIMUMBLADE 6" TO 9" WIDE1/2" RODDUCT1/2" QUADRANTDUCT HEMMED EDGE3/8" QUADRANT3/8" PIN1.5" MINIMUMSTEEL BAND1.5" MINIMUMSTEEL BANDOPTION 1WIRENOTES:1. SUPPORT SYSTEM SHALL NOT DAMAGE, CRIMP, OR INHIBIT DUCT FREE AREA IN ANY WAY.2. FLEXIBLE DUCT MUST NOT EXCEED 6'-0" FROM CONNECTION TO TERMINATION.3. MAXIMUM LENGTH BETWEEN SUPPORTS MUST NOT EXCEED 3'-0" ON CENTER.4. ATTACH BANDS OR WIRES TO SUPPORT STRUCTURE ABOVE.5. FLEXIBLE DUCTWORK SHALL BE FLEXMASTER 1-M OR APPROVED EQUAL.6. FLEXIBLE DUCTWORK SHALL BE INSULATED WITH A MINIMUM R-VALUE OF 5.0.7. FLEXIBLE DUCTWORK IS FOR INDOOR USE ONLY. DO NOT INSTALL OR STORE PRODUCT WHERE EXPOSURE TO DIRECTSUNLIGHT CAN OCCUR. PROLONGED EXPOSURE TO SUNLIGHT MAY CAUSE DETERIORATION OF VAPOR BARRIER.8. TERMINAL DEVICES SHALL BE SUPPORTED INDEPENDENTLY OF THE FLEXIBLE DUCTWORK.9. REPAIR TURN OR DAMAGED VAPOR BARRIER/JACKET WITH DUCT TAPE LISTED AND LABELED TO UL 181B. IF INTERNALCORE IS PENETRATED, REPLACE FLEXIBLE DUCTWORK.10.AVOID BENDING DUCT ACROSS SHARP CORNERS OR INCIDENTAL CONTACT WITH METAL FIXTURES, PIPES, OR CONDUITS.11.FLEXIBLE DUCTWORK SHALL NOT BE INSTALLED WITHIN 4 INCHES OF HOT EQUIPMENT (FURNACES, BOILERS, STEAMPIPES, ETC.) THAT IS ABOVE 250°F.12.FLEXIBLE DUCTWORK SHALL NOT BE INSTALLED IN CONCRETE, BURIED BELOW GRADE, OR IN CONTACT WITH THEGROUND.13.DO NOT INSTALL FLEXIBLE DUCTWORK IN EXPOSED CEILING AREA.OPTION 2FACTORY WOOD12" MIN. NAILER12" ABOVEFIN. ROOFINSECT SCREENLAG PENTHOUSE BASE TO WOOD NAILER, TWO SCREWS ON EACH SIDE OF CURB.18 GAUGEGALVANIZED STEELFACTORY ROOFCURBLAG CURB AND DUCT SUPPORT PLATETO ROOF DECK AT TWO PLACES ONEACH SIDE OF CURB. USE THEFOLLOWING: FOR METAL DECK, USE SHEETMETAL SCREWS. FOR WOOD DECK, USE LAGS. FOR CONCRETE DECK, USE EXPANSION ANCHORSPROVIDE 20 GAUGE SHEETMETAL PLATEBETWEEN ROOF DECK AND ROOF CURB.CUT HOLE IN PLATE TO SIZE OF DUCT.EXTEND FLANGED DUCT DOWN THRUOPENING AND TRANSITION TO SIZE SHOWN ON PLANS.1 1/2"INSULATIONPENTHOUSE. REFER TOPENTHOUSE SCHEDULE FOR SPECIFIED MODEL.24 GA. GALVANIZED COUNTERFLASHING. EXTEND UP SIDEOF ROOF CURB BETWEEN FAN BASE AND WOOD NAILER.ROOFING. EXTEND UP SIDEOF ROOF CURB BETWEEN FAN BASE AND WOOD NAILER.ROOF INSULATIONON ROOF DECKROOF DECKFACTORY DAMPER TRAYUSE SILICONE CAULK ANDSHEETMETAL SCREWS TO SEAL FLANGE TO PLATE.MOTORIZED DAMPER OR BACKDRAFTDAMPER SET ON FACTORY DAMPER TRAY. REFER TO FAN SCHEDULE FOR DAMPER SPECIFICATION. PROVIDE GASKET TYPE SEAL BETWEEN DAMPER AND TRAY TO PREVENT WATER LEAKAGE.METAL FASTENERS:OMARK INSUL-PINS, DURO DYNE FASTENERS OR GRIP NAILSINSTALLED BY GRIP NAIL AIR HAMMER OR AUTO FASTENER EQUIPDUCT LINERNOT MORE THAN 2"FROM EDGE OF LINERSPACINGPER SMACNA(TYPICAL)ALL ENDS OF LINER TO BE COATED W/ ADHESIVE AND SHALL BE BUTTED FIRMLY TOGETHERDUCT LINER (TO BE ADHERED TO DUCT W/ 100% ADHESIVE SEE SPECIFICATIONS)PROVIDE SHEET METAL NOSING ORSLEEVE OVER ANY EXPOSED LINERWHICH FACES THE OPPOSITEDIRECTIONS AS THE AIRFLOWSHEET METAL DUCTTOP AND BOTTOM SECTION OF LINER SHALL OVERLAP THE SIDESCURB TO ROOF CONNECTION SCHEDULECOMPLIES WITH THE INTERNATIONAL BUILDING CODE810 LBS3-6 TONSNOMINALROOFTOPUNITCAPACITY750 LBS(4) 3/8" EXPANSION BOLTNO. & TYPE OF CONNECTION (EQUALLY SPACED)ROOF STRUCTURE TYPEMETAL(4) 1/2" LAG BOLTWOOD(4) 1/2" LAG BOLT12"MINCONCRETE4"2.25"MAX.WEIGHTSTOTALLATERALFORCE(Fp)FASTEN TO UNITCURB WITH (2)NO. 12 SCREWS.UNIT HOLD DOWN CLIP.14 GAUGE GALVANIZEDSTEEL. ALL DIMENSIONSARE I.D. (TYPICAL OF 4).FASTEN TO UNITBASE RAIL WITH (2)NO. 12 SCREWS.DIM. BASED ONROOFTOPMANUFACTUREER.ROOFTOP UNITDUCT FLANGECONNECTION ATROOFTOP CURBFLEXIBLECONNECTIONTO ROOFTOPCURBTRANSITION TOUNIT OPENINGFACTORY CURB WITHMOUNTING FRAME2 LAYERS 1/2" GYPSUM BOARD1 1/2" RIGID INSULATIONFOR SOUND PROOFING(BY MECH. CONTRACTOR)2" HIGH DENSITY RUBBERUNIT BASE RAIL2X4 FACTORY WOOD NAILERUNIT HOLD DOWN CLIP(BY MECH. CONTRACTOR)COUNTER FLASHING (BYMECH. CONTRACTOR)CANT STRIP (BY MECH.CONTRACTOR)ROOFING MATERIAL(SEE ARCH. PLANS)ROOF INSULATION(VERIFY LOCATION W/ARCH PLANS)RIGID INSULATION (BYMECH. CONTRACTOR)ROOF DECK (SEEARCH. PLANS)SEE SCHEDULE FORCONNECTION TYPE &NUMBER REQUIREDROOF STRUCTURE (SEESTRUCTURAL PLANS)BLOCKING BETWEEN ROOF STRUCTURE:WOOD - 4X4 BLOCKING W/ 4X4 HANGER ON EACH ENDMETAL - 4X4X1/4 ANGLE BLOCKING WELDED TO JOIST TOP CHORDSCONCRETE - NO BLOCKING REQUIREDINTERNALLY LINED SHEETMETAL TRANSFER DUCT WITH MINIMUM 1" THICK INSULATIONTRANSFER GRILLE(TYPICAL)CEILINGPARTITION WALL1. PROVIDE WITH MIRO INDUSTRIES MODEL HD, HEAVY DUTY MECHANICAL GALVANIZED ROOF SUPPORT WITH ADJUSTABLE SUPPORT LEGS.2. SUPPORT SHALL EXTEND A MINIMUM OF 6" BEYOND EQUIPMENT IN EACH DIRECTION.3. BOLT EQUIPMENT TO MECHANICAL SUPPORT, A MINIMUM OF (4) LOCATIONS.4. APPROVED ALTERNATE MANUFACTURERS: UNISTRUT AND ROOF-PRO.NOTES:PROVIDE AN ADDITIONAL LAYER OF ROOFINGMEMBRANE BENEATH PLATFORM BASE.COORDINATE REQUIREMENTS WITH THEROOFING CONTRACTOR.MIRO RECYCLED RUBBER SUPPORT PADS.SIZE DETERMINED BY THE BASE SIZE USED:- 9"x15-1/4" REQUIRES SUPPORT PAD 22 x 20- 16"X18" REQUIRES SUPPORT PAD 22 x 20- 19"x23" REQUIRES SUPPORT PAD 24 x 27ROOFPROVIDE WITH GRATINGSUPPORT DIMENSIONS PERJOB SPECIFIC REQUIREMENTSBASE SIZE DETERMINED FOR JOB SPECIFICLOADING REQUIREMENTS:- 450 LBS OR LESS REQUIRES (4) 9"x15-1/4"- 750 LBS OR LESS REQUIRES (4) 16"x18"- 1000 LBS OR LESS REQUIRES (4) 19"x23"18"5. EQUIPMENT WEIGHTS UP TO 1000 LBS.FILL WITH NON-HARDENINGBITUMASTIC24 GAUGE GALVANIZED IRONPITCH POCKET 6" HIGH2" FIBER CANTALL AROUNDBASE PLATEROOFGALVANIZED IRON COUNTERFLASHING, SEAL ALL CORNERSSEAL PIPES THRU ROOF DECKWITH SILICONE RUBBER CAULKINGREFERENCE ARCH DRAWINGS FORFELT HOT TAR MOPPED INTO PLACESINGLE PLY ROOFSEAL PIPES THRU OUTER MEMBRANEWITH SILICONE RUBBER CAULKINGROUTE REFRIGERATION LINES TO RESPECTIVE HEAT PUMP OR CONDENSING UNIT24"X24" 24 GAUGE GALVANIZED IRON BASE PLATEHOLES IN BASE PLATENUMBER, SIZE, AND LOCATION AS REQUIREDSOLDER PITCHPOCKET TO BASEPLATE ALL AROUNDSOLDER PITCH POCKET TOBASE PLATE ALL AROUND6"6"1"erstaddate:drawn:checked:project:This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301m4.00hvac detailsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburglarcld12.20.2019180404PERMITSETno. desc. dateNTS1ROUND DUCT FITTING DETAILSNTS2RECTANGULAR DUCT FITTING DETAILSNTS3DUCT TAKEOFF DETAIL - HIGH EFFICIENTNTS4BALANCE DAMPER DETAILNTS5FLEXIBLE DUCT SUPPORT DETAILNTS6PENTHOUSE MOUNTING DETAILNTS11DUCT LINER DETAILNTS8ROOFTOP UNIT MOUNTING DETAILNTS10TRANSFER DUCT DETAILNTS7ROOFTOP CONDENSING UNIT PLATFORM DETAILNTS9TYPICAL PIPING THROUGH ROOF DETAIL 1"1""L"10LL5/85/81/21/21/2103541293934EEFFD3/83/83/81017294681CDB930x3042x4254x5460x6084x8496x9654x2860x304x4x12ga4x4x12ga5x3x3/8ga5x3x1/4ga3x3x1/4ga3x3x1/4ga4x4x12ga4x4x14ga2-1/2x2-1/2x12ga2-1/2x2-1/2x16ga2-1/2x2-1/2x12ga3x3x12ga3x3x12ga4x4x12ga2-1/2x2-1/2x12ga3x3x12ga2x2x16ga2-1/2x2-1/2x16ga2-1/2x2-1/2x16ga3x3x16ga4x4x14ga4x4x12ga2-1/2x2-1/2x16ga3x3x16ga3x3x16ga3x3x12ga3x3x12ga3x3x12ga3x3x12ga4x4x12ga3x3x12ga3x3x12gaMAX.DUCT SIZE(in.)VERTICAL HANGER ANGLETRANSVERSE BRACE ANGLEHORIZONTAL BRACE ANGLELONGITUDINALBRACE ANGLEBOLT SIZE (in.)MAX. WEIGHT PER FT. (lb)CONNECTION TYPEHORIZONTAL BRACETRANSVERSE BRACESEE CONNECTION TO STRUCTURE DETAIL1/2" CLEAR MAX.VERTICAL HANGER2 MAX1 MINLONGITUDINALBRACE ONE EACHSIDE OF DUCTDUCTC BOLTS EQUAL C ANGLESDUCT SIZE#10 SELF-TAPPING SHEET METAL SCREWS EQUALLY SPACED 18" O.C. MAXIMUM7' MAX. TO STRUCTURALSUPPORTING MEMBER1/2" CLEAR MAX.(TYPICAL 4 SIDES)NOTES:1. BRACE ALL DUCTS WITH CROSS SECTIONAL AREAS OF 6 SQ. FT. AND LARGER. BRACE FLAT OVAL DUCTS IN THE SAMEMANNER AS RECTANGULAR DUCTS.2. NO BRACING IS REQUIRED IF THE DUCT IS SUSPENDED BY HANGERS 12 IN. OR LESS IN LENGTH, AS MEASURED FROM THETOP OF THE DUCT TO THE BOTTOM OF SUPPORT WHERE THE HANGER IS ATTACHED. HANGERS MUST BE POSITIVELYATTACHED TO THE DUCT WITHIN 2 INCHES OF THE TOP OF THE DUCT WITH A MINIMUM OF TWO #10 SHEET METAL SCREWS.3. PROVIDE TRANSVERSE BRACING AT A 30 FOOT INTERVAL OR AT BOTH ENDS IF THE DUCT RUN IS LESS THAN THE SPECIFIEDINTERVAL. TRANSVERSE BRACING WILL BE INSTALLED AT EACH DUCT TURN AND AT EACH END OF A DUCT RUN, WITH AMINIMUM OF ONE BRACE AT EACH END.4. PROVIDE LONGITUDINAL BRACING AT A 60 FOOT INTERVAL WITH AT LEAST ONE BRACE PER DUCT RUN. TRANSVERSEBRACING FOR ONE DUCT SECTION MAY ALSO ACT AS LONGITUDINAL BRACING FOR A DUCT SECTION AT 90° TURNS IF THEBRACING IS INSTALLED WITHIN TWO TIMES THE DUCT WIDTH OF THE INTERSECTION OF BOTH DUCTS AND THE BRACING ISSIZED FOR THE LARGER DUCT.5. DUCT JOINTS WILL CONFORM TO SMACNA DUCT CONSTRUCTION STANDARDS. WALLS (INCLUDING GYPSUM BOARD NON-LOADBEARING PARTITIONS) THAT HAVE DUCTS RUNNING THROUGH THEM MAY REPLACE A TYPICAL TRANSVERSE BRACE. PROVIDESOLID BLOCKING AROUND DUCT PENETRATIONS AT ALL STUD WALL CONSTRUCTION.6. UN-BRACED DUCTS WILL BE INSTALLED WITH A 6 INCH MINIMUM CLEARANCE TO VERTICAL CEILING HANGER WIRES.7. WHEN A COMBINATION OF DUCTS IS USED IN LIEU OF ONE DUCT, AT LEAST 2 SIDES OF EACH DUCT MUST BE CONNECTED TOVERTICAL OR HORIZONTAL ANGLES AND THE COMBINED WEIGHT SHALL NOT EXCEED THAT GIVEN IN THE TABLE. (ADDHORIZONTAL ANGLES IF REQUIRED).8. MAXIMUM WEIGHT OF DUCT OR COMBINATIONS OF DUCTS IS PER LINEAR FOOT. FOR DUCTS WEIGHING MORE THAN THEMAXIMUM WEIGHT PER FOOT, USE THE NEXT HIGHER DUCT SIZE.9. SEE CONNECTION TO STRUCTURE DETAIL.10.PRE-STRETCHED AIRCRAFT CABLE MAY BE USED IN LIEU OF ANGLE BRACE. CABLE SHALL BE SIZED AND INSTALLED PERSMACNA. BRACING TYPES SHALL NOT BE MIXED.2x2x16ga2x2x16ga3628102x2x16ga2x2x16ga3,4,11A3/83/8A9161481SEE CONNECTIONTO STRUCTURE DETAIL5'-0" MAX TOSTRUCTURETRANSVERSEBRACE, SIZEPER TABLEMACHINE BOLT(TYPICAL)2-1/2" x12 GA SHEETMETAL STRAPDUCT SIZE1 MIN2 MAXLONGITUDINALBRACE, SIZEPER TABLEMAX DUCT SIZE (in.)VERTICAL HANGER ANGLEDIAGONAL BRACE ANGLEBOLT SIZE (in.)CONNECTION TYPEMAX WEIGHT PER FT. (lb)NOTES:1. BRACE ALL DUCTS 28" IN DIAMETER AND LARGER. BRACE FLAT OVAL DUCTS IN THE SAMEMANNER AS RECTANGULAR DUCTS.2. NO BRACING IS REQUIRED IF THE DUCT IS SUSPENDED BY HANGERS 12 IN. OR LESS INLENGTH, AS MEASURED FROM THE TOP OF THE DUCT TO THE BOTTOM OF SUPPORT WHERETHE HANGER IS ATTACHED. HANGERS MUST BE POSITIVELY ATTACHED TO THE DUCT WITHIN2 INCHES OF THE TOP OF THE DUCT WITH A MINIMUM OF TWO #10 SHEET METAL SCREWS.3. PROVIDE TRANSVERSE BRACING AT A 30 FOOT INTERVAL OR AT BOTH ENDS IF THE DUCT RUNIS LESS THAN THE SPECIFIED INTERVAL. TRANSVERSE BRACING WILL BE INSTALLED AT EACHDUCT TURN AND AT EACH END OF A DUCT RUN, WITH A MINIMUM OF ONE BRACE AT EACH END.4. PROVIDE LONGITUDINAL BRACING AT A 60 FOOT INTERVAL WITH AT LEAST ONE BRACE PERDUCT RUN. TRANSVERSE BRACING FOR ONE DUCT SECTION MAY ALSO ACT ASLONGITUDINAL BRACING FOR A DUCT SECTION AT 90° TURNS IF THE BRACING IS INSTALLEDWITHIN TWO TIMES THE DUCT WIDTH OF THE INTERSECTION OF BOTH DUCTS AND THEBRACING IS SIZED FOR THE LARGER DUCT. DUCT JOINTS WILL CONFORM TO SMACNA DUCTCONSTRUCTION STANDARDS.5. WALLS (INCLUDING GYPSUM BOARD NON-LOAD BEARING PARTITIONS) THAT HAVE DUCTSRUNNING THROUGH THEM MAY REPLACE A TYPICAL TRANSVERSE BRACE. PROVIDE SOLIDBLOCKING AROUND DUCT PENETRATIONS AT ALL STUD WALL CONSTRUCTION.6. UN-BRACED DUCTS WILL BE INSTALLED WITH A 6 INCH MINIMUM CLEARANCE TO VERTICALCEILING HANGER WIRES.7. WHEN A COMBINATION OF DUCTS IS USED IN LIEU OF ONE DUCT, AT LEAST 2 SIDES OF EACHDUCT MUST BE CONNECTED TO VERTICAL OR HORIZONTAL ANGLES AND THE COMBINEDWEIGHT SHALL NOT EXCEED THAT GIVEN IN THE TABLE. (ADD HORIZONTAL ANGLES IFREQUIRED).8. MAXIMUM WEIGHT OF DUCT OR COMBINATIONS OF DUCTS IS PER LINEAR FOOT. FOR DUCTSWEIGHING MORE THAN THE MAXIMUM WEIGHT PER FOOT, USE THE NEXT HIGHER DUCT SIZE.9. SEE CONNECTION TO STRUCTURE DETAIL.10.FOR DUCTS LARGER THAN 36", SEE DOUBLE HANGER DETAIL.11.PRE-STRETCHED AIRCRAFT CABLE MAY BE USED IN LIEU OF ANGLE BRACE. CABLE SHALL BESIZED AND INSTALLED PER SMACNA. BRACING TYPES SHALL NOT BE MIXED.68" MAXIMUM 12 MAX.1 MIN.8'-0" BAY MAX.TYPE A,B,C & DHGFDCEBATYP1/812, 4x3x3/8x0 ft, 4 in2, 5x3x3/8x0 ft, 4 in2, 6x3-1/2x3/8x0 ft, 4 in2, 6x3-1/2x1/2x0 ft, 11-1/2 in2, 5x3x3/8x0 ft, 10 in2, 8x4x3/4x1 ft, 1-1/2 inC12x20.79240 1LLHC10x15.3C8x11.5C9x13.4C5x6.7C6x8.5704046003/47/82020158628701/21/25/8LLHLLHLLHLLHLLH3-1/2x2-1/2x3/8x0 ft, 3 in5x3x3/8x0 ft, 3 inC4x5.4C4x5.4141510403/83/81LLHLLHCONNECTIONS21TYPICAL1/8VERTICAL HANGERFRAMING CHANNELSEE CONNECTIONSTRANSVERSE OR LONGITUDINAL BRACE12 GA. DOUBLE STRUT CHANNEL AT PANEL POINT 2 BAYS MINIMUM3X3X1/4 BRACEBETWEEN STRUCTURAL JOISTS, ONE PER TRANSVERSE OR LONGITUDINAL BRACEOPEN WEBSTEEL JOISTS1/2" BOLT, NUT AND WASHER1-1/16"1/2" NUT &CAP SCREW13/16"1-7/8"5-7/8"13/16"1-7/8"1-5/8"FRAMING CHANNELTYPEMAX.LOADCAPACITY(lb)MACHINE BOLT END OF BRACE (in)SPREADER SIZEANGLE TOSUPPORTINGSTRUCTURALMEMBERMIN. 12 GA.STEEL BRACKETNOTES:1. MAXIMUM LOAD CAPACITY IS FOR GENERAL INFORMATION ONLY2. LLH = LONG LEG HORIZONTAL'L'(SEE NOTE 4)MASON INDUSTRIES SEISMICCABLE BRACE ANCHOR HOOK(SCBH-1), OR EQUAL.(ELEVATION)1x1x1/4 ROD STIFFENERANGLE, AND 3/8" ROD.(SEE NOTE 4)NOTES:1. BRACE ALL EQUIPMENT WEIGHING 55 LBS. TO 475 LBS. AS SHOWN.2. CONNECT TO STRUCTURE PER MASON INDUSTRIES, OR EQUAL, INSTALLATION REQUIREMENTS. COORDINATE WITHSTRUCTURAL ENGINEER.3. FOR WOOD STRUCTURE, 2x2x1/4 ANGLE SUPPORT SHALL BE BOLTED TO TOP TRUSS AND RODS SHALL BE BOLTED TOANGLE SUPPORT.4. IF 'L' EXCEEDS 50 TIMES THE DIAMETER OF THE ROD, THEN A VERTICAL STIFFENER IS REQUIRED.5. SEE SEISMIC BRACING FOR HANGING EQUIPMENT (476 LBS. TO 700 LBS.) DETAIL FOR EQUIPMENT WEIGHING 476 LBS. TO700 LBS. SEISMIC RESTRAINT FOR EQUIPMENT WEIGHING MORE THAN 700 LBS. SHALL BE INDIVIDUALLY ENGINEERED BYMASON INDUSTRIES, OR EQUAL.(TOP VIEW)1/8" STEEL AIRCRAFT CABLE,7X19 STRAND CORE.SEE ALTERNATE CONNECTION DETAIL ABOVEMASON INDUSTRIES SEISMICROD CLAMPS (SRC-1), OREQUAL. MINIMUM (3) CLAMPSPER ROD. (SEE NOTE 4)MASON INDUSTRIES 1"DEFLECTION SPRINGISOLATOR (30N-X), OR EQUALCABLE WITHWIRE ROPECLAMPSMASON INDUSTRIES SEISMICCABLE BRACE ANCHOR (SCB-1),OR EQUAL, WITH (1) 1/2" REDHEAD ANCHOR, 4" EMBEDMENT.SEE ALTERNATE CONNECTION DETAIL ABOVEALTERNATE CONNECTION DETAIL2" SQ.x 1/8" PLATE WASHER TYPICALGALV. HEAVY WIRE ROPE THIMBLEEQUIPMENT475 LBS MAX.EQUIPMENT475 LBS MAX.b7d1/2" CLR.1/2" CLR.5x3x3/8x0 ft, 3 in2, 4x3x3/8x0 ft, 4 in3-1/2x2-1/2x3/8x0 ft, 3 inCB15861415A 10403/45/811/22TYPE A, B, & CLLHLLHLLH3LLBOLTSTANDARDFLAT WASHER2X10 FILLER BOARDWOODI-JOISTC OF BOLTSEQUAL C OFANGLES2X10 FILLERBOARD EACH SIDEOF I-JOIST WITH(9) 16d NAILS INEACH FILLERHANGERTYPEMAX.LOADCAPACITY(lb)MACHINE BOLT AT WOOD (in)ANGLE TOSUPPORTINGSTRUCTURALMEMBERNOTES:1.MAXIMUM LOAD CAPACITY IS FOR GENERAL INFORMATION ONLY AND THE MAXIMUM MEMBER FORCE IN THE BRACING SYSTEM USED IN THIS MANUAL. A DESIGNER MAY USE THIS FORCE TO DESIGN A SPECIAL CONNECTION IF REQUIRED.2.MACHINE BOLTS INTO 6X WOOD MEMBERS UNLESS SHOWN OTHERWISE ON THE DETAILS.3. LLH = LONG LEG HORIZONTAL.erstaddate:drawn:checked:project:This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301m4.01hvacseismicdetailsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburglarcld12.20.2019180404PERMITSETno. desc. dateNTS1SEISMIC BRACING FOR RECTANGULAR DUCTSNTS2SEISMIC BRACING FOR ROUND/OVAL DUCTS (SINGLE HANGER)NTS3SEISMIC CONNECTION TO OPEN WEB STEEL JOISTSNTS4SEISMIC RESTRAINT FOR HANGING EQUIPMENT (55-475 LBS)NTS5SEISMIC CONNECTION TO WOOD I-JOIST REMARKS:1. APPROVED ALTERNATE MANUFACTURERS: BRYANT, TRANE, AAON, AND LENNOX2. PROVIDE UNIT WITH SEVEN-DAY PROGRAMMABLE AUTO-CHANGEOVER WITH 5 DEGREE DEADBAND, ADAPTIVE INTELLIGENT AUTOMATIC START/ CONTROL, 3 STAGE HEAT, 2 STAGE COOLING THERMOSTAT HONEYWELL VISIONPRO MODEL TH8321R1001WITH ECONOMIZER FAULT DETECTION. THERMOSTAT SHALL BE POWERED BY A 24VAC WIRE CONNECTION.3. PROVIDE UNIT WITH MANUFACTURER'S ROOF CURB (SEE DETAIL FOR SEISMIC RESTRAINTS), HAIL GUARDS, LOW AMBIENT CONTROLS (TO 0°F), FLUE EXTENDER, HIGH ALTITUDE KIT, THRU-THE-BOTTOM OF CURB ELECTRICAL CONNECTION KIT, HINGEDACCESS PANELS. MICROMETL GEAR DRIVEN INTEGRATED DRY BULB ECONOMIZER WITH BELIMO LOGIC ACTUATORS, BAROMETRIC RELIEF DAMPER.4. PROVIDE 2" PLEATED MERV 8 FILTER AND FILTER RACK WITH 4 EXTRA SETS PER UNIT.5. MAXIMUM "A-WEIGHTED" SUPPLY AIR SOUND RATINGS FOR UNITS 2-18 TONS = 95 DB @ 125 HZ, 90 DB @ 250 HZ, PER ARI STANDARDS 270 & 370.6. PROVIDE UNIT WITH MANUFACTURER'S ROOF CURB (SEE DETAIL FOR SEISMIC RESTRAINTS), FLUE EXTENDER, HAIL GUARDS, HIGH ALTITUDE KIT, THRU-THE-BOTTOM OF CURB ELECTRICAL CONNECTION KIT, HINGED ACCESS PANELS, MICROMETL GEARDRIVEN INTEGRATED DRY BULB ECONOMIZER WITH BELIMO LOGIC ACTUATORS AND AUX END SWITCH, MICROMETL MODULATING POWER EXHAUST WITH VARIABLE SPEED MOTOR CONTROLLER (100% RELIEF) WIRING HARNESS AND JADE CONTROLLER(STANDALONE TSTAT), PRESSURE SENSOR SET TO .02 POSITIVE PRESSURE. ELECTRICAL CONTRACTOR TO PROVIDE THE POWER CONNECTION BETWEEN RTU AND THE POWER EXHAUST AND PROVIDE FUSED DISCONNECT AS REQUIRED.7. PROVIDE UNIT WITH SEVEN-DAY PROGRAMMABLE AUTO-CHANGEOVER WITH 5 DEGREE DEADBAND, ADAPTIVE INTELLIGENT AUTOMATIC START/ CONTROL, 3 STAGE HEAT, 2 STAGE COOLING THERMOSTAT HONEYWELL VISIONPRO MODEL TH8321R1001WITH ECONOMIZER FAULT DETECTION. THERMOSTAT SHALL BE POWERED BY A 24VAC WIRE CONNECTION. PROVIDE ONE REMOTE INDOOR SENSOR HONEYWELL MODEL C7189U MOUNTED IN CONFERENCE ROOM AND WIRED BACK TO PRIMARYTHERMOSTAT FOR AVERAGING CONTROL OF RTU-4.PACKAGED AIR CONDITIONING SCHEDULESYMBOL AREA SERVEDNOM.TONSSUPPLY FANCOOLING REQUIRED95°OSA, 80°EDB, 62°EWBGAS HEATING RTU ELECTRICALPOWER EXHAUSTELECTRICALOSACFMMIN.SEEROPER.WEIGHT(LBS)MANUFACTURER AND MODEL REMARKSCFM ESPBRAKEHPDRIVETOTALMBHSENSIBLEMBHINPUTMBHOUTPUTMBHMCA MOCP V/Ø STATIC MCA MOCP V/∅RTU-1PRIVATE OFFICES 3 1200 0.6 0.34DIRECTECM30.9 29.9 115 89 18 25 208/3 N/A N/A N/A N/A 75 15.0 805 CARRIER MODEL 48FC04 1 , 2 , 3 , 4 , 5RTU-2OPEN OFFICE /BREAKROOM3 1200 0.6 0.34DIRECTECM30.9 29.9 115 89 18 25 208/3 0.375 3.9 7.0 208/3 220 15.0 805 CARRIER MODEL 48FC04 1 , 2 , 4 , 5 , 6RTU-3VESTIBULE / LOUNGE 3 1200 0.6 0.34DIRECTECM30.9 29.9 115 89 18 25 208/3 N/A N/A N/A N/A 50 15.0 805 CARRIER MODEL 48FC04 1 , 2 , 3 , 4 , 5RTU-4TELLER LINE/STOR. /VAULT / CONF. RM.3 1200 0.6 0.34DIRECTECM30.9 29.9 115 89 18 25 208/3 N/A N/A N/A N/A 130 15.0 805 CARRIER MODEL 48FC04 1 , 3 , 4 , 5 , 7DUCTLESS SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULESYMBOL AREA SERVEDNOMINALTONSUNIT TYPESUPPLY FANCOOLING REQUIRED AT 95°FOSA, 80°F EDB, 67°F EWBHEATING REQUIREDAT 70°F EATELECTRICALOUTDOOR UNITMINIMUMSEERINDOOR\OUTDOOROPERATINGWEIGHT(LBS)MANUFACTURER AND MODEL REMARKSCFM HP V/Ø TOTAL MBH SENSIBLE MBH TOTAL MBH MCA MOCP V/ØFC-1 , CU-1IT / SERVER ROOM 1.0HIGH WALLCOOLING ONLYUNIT434 N/ATHROUGHOUTDOORUNIT10.9 9.5 N/A 12.2 15 208/1 19.0 18/60DAIKIN FAN COIL MODEL FTK12NMVJUCONDENSING UNIT MODEL RK12NMVJU1, 2, 3, 4, 5, 6REMARKS:1. APPROVED ALTERNATE MANUFACTURERS: MITSUBISHI, PANASONIC, LG, CARRIER, OR APPROVED EQUAL BY ENGINEER.2. PROVIDE MANUFACTURER'S CRANKCASE HEATER , LOW AMBIENT CONTROLS & (TO 0°F) WIND BAFFLES, REFRIGERATION LINE SET SIZED PER MANUFACTURER'S RECOMMENDATIONS, AND TAMPER PROOF PORT CAPS.3. CONTROL UNIT WITH WIRELESS REMOTE.4. PROVIDE WITH MIRO INDUSTRIES HEAVY DUTY MECHANICAL GALVANIZED ROOF SUPPORT WITH ADJUSTABLE SUPPORT LEGS. SUPPORT SHALL EXTEND A MINIMUM OF 2" BEYOND EQUIPMENT IN EACH DIRECTION. BOLT EQUIPMENT TO MECHANICALSUPPORT.5. PROVIDE WITH LITTLE GIANT MINI CONDENSATE PUMP. CONCEAL PUMP BEHIND UNIT WITHIN MOUNTING BRACKET ASSEMBLY.6. ELECTRICAL TO PROVIDE DISCONNECT.EXHAUST FAN SCHEDULESYMBOL AREA SERVED UNIT TYPEBLOWER ELECTRICALMAXIMUMSONESOPERATINGWEIGHT(LBS)MANUFACTURER AND MODELREMARKSCFM ESPMAXIMUMRPMDRIVE HP/W V/ØEF-1MEN'S RESTROOM CEILING CABINET 150 .375 1160DIRECTECM57.7 W 115/1 3.5 15 COOK MODEL GC-1681 , 2 , 4EF-2WOMEN'S RESTROOM CEILING CABINET 100 .375 1075DIRECTECM46.5 W 115/1 2.5 15 COOK MODEL GC-1481 , 2 , 4EF-3BREAKROOM CEILING CABINET 250 0.375 1373DIRECTECM77.0 W 115/1 3.5 35 COOK MODEL GC-5421 , 2 , 3EF-4MECH / ELEC CEILING CABINET 150 .375 1160DIRECTECM57.7 W 115/1 3.5 15 COOK MODEL GC-1681 , 2 , 3REMARKS:1. APPROVED ALTERNATE MANUFACTURERS: GREENHECK, PENNBARRY, TWIN CITY FAN COMPANY, SOLER & PALAU, ACME, AND BARRY BLOWER.2. PROVIDE UNIT WITH MANUFACTURER'S ALUMINUM ROOF CAP (FLAT ROOF) EQUAL TO COOK MODEL PR (W/ INTEGRAL BIRD SCREEN AND ROOF CURB), BACKDRAFT DAMPER, OUTLET FLEX DUCT CONNECTION, STANDARD PLUG DISCONNECT, PRE-WIREDFAN SPEED CONTROLLER, THERMAL OVERLOAD PROTECTION, HANGING VIBRATION ISOLATORS, AND WHITE ALUMINUM GRILLE.3. CONTROL FAN WITH SEPARATE WALL SWITCH.4. INTERLOCK FAN WITH LIGHT SWITCH.ELECTRIC HEATER SCHEDULESYMBOL AREA SERVED UNIT TYPEFAN ELECTRICALMANUFACTURER AND MODEL REMARKSCFM RPM HP KW STEPS V/Ø AMPSEH-1MENS RR CEILING MOUNTED 100 1060 1/8 1.5 --- 208/1 8 MARKEL MODEL 3000 SERIES1 , 4EH-2WOMENS RR CEILING MOUNTED 100 1060 1/8 1.5 --- 208/1 8 MARKEL MODEL 3000 SERIES1 , 4EH-3VESTIBULE BASEBOARD -- -- -- 0.586 --- 120/1 4.9 RUNTAL 48" ELECTRIC BASEBOARD MODEL EB3-120D1 , 4EH-4ELEC / MECH SURFACE MOUNTED 245 1400 1/8 2 --- 208/1 9.6 MARKEL MODEL 3420 SERIES1 , 2 , 3REMARKS:1. APPROVED ALTERNATE MANUFACTURERS: BRASCH, QMARK, INDEECO, AND CHROMALOX.2. MOUNT BOTTOM OF HEATER 12" ABOVE FINISH FLOOR.3. PROVIDE UNIT WITH AN INTEGRAL THERMOSTAT.4. PROVIDE UNIT WITH A REMOTE WALL MOUNTED LINE-VOLTAGE THERMOSTAT.ZONE DAMPER WITH RE-HEAT SCHEDULESYMBOL AREA SERVED UNIT TYPE DAMPER SIZE FPMCFM RANGE ELECTRICALMANUFACTURER AND MODEL REMARKSMINIMUM DESIGN DEVICE V/Ø KW/AMPSZD-1BREAK ROOM ROUND 10"Ø 550 100 300DAMPER 24/1 --- CARRIER MODEL 33ZCDR10ZC1 , 2 , 3 , 4 , 5HEATER 208/1 2 KW / 9.6 A NEPTRONIC DF CF11HREMARKS:1. APPROVED ALTERNATE MANUFACTURERS FOR DUCT HEATER: REDD-I, WARREN TECH., INDEECO, ENVIRO-TEC, AND BRASCH. FOR ZONE DAMPER: ZONEX, TRANE, ENVIRO-TEC.2. PROVIDE CONTROL SYSTEM FOR ZONE DAMPER AND DUCT HEATER, SYSTEM SHALL INCLUDE WALL MOUNTED ZONE CONTROLLER/SENSOR/TSTAT, RELAYS, DUCT SENSOR(S) AND CONTROLLER TO MAKE ZONE DAMPER AND DUCT HEATER FULLYOPERATIONAL.3. PROVIDE DUCT HEATER WITH MAGNETIC DE-ENERGIZING CONTACTORS, AUTOMATIC LIMIT THERMOSTAT, CIRCUIT FUSING (IF ABOVE 40 AMPS), FUSED DISCONNECT, AIR FLOW SENSOR, 120V TO 24V CONTROL TRANSFORMER, AND INSULATED CONTROL BOX.4. ELECTRICAL SHALL PROVIDE A 208/1 CIRCUIT AT DUCT HEATER AND A 24/1 CIRCUIT AT DAMPER.5. HVAC CONTRACTOR SHALL PROVIDE AND WIRE ALL LOW VOLTAGE CONTROLS.DIFFUSER SCHEDULESYMBOL NOMINAL SIZENECK / RUNOUTSIZECFM RANGE REMARKS6X6 6"Ø 0 - 90 1 , 2 , 3 , 4 , 5 , 6 , 79X9 8"Ø 90 - 200 1 , 2 , 3 , 4 , 5 , 6 , 712X12 10"Ø 200 - 350 1 , 2 , 3 , 4 , 5 , 6 , 715X15 12"Ø 300 - 500 1 , 2 , 3 , 4 , 5 , 6 , 715X15 14"Ø 400 - 650 1 , 2 , 3 , 4 , 5 , 6 , 718X18 16"Ø 600 - 900 1 , 2 , 3 , 4 , 5 , 6 , 721X21 21X21 900 - 1400 1 , 2 , 3 , 4 , 5 , 6 , 76"ØCFMD-18"ØCFMD-210"ØCFMD-312"ØCFMD-414"ØCFMD-516"ØCFMD-621X21CFMD-7REMARKS:1. SIZES BASED ON TITUS MODEL TDC SERIES. APPROVED ALTERNATE MANUFACTURERS INCLUDE ANEMOSTAT,J&J REGISTER, NAILOR, METAL-AIRE, TUTTLE & BAILEY, KRUEGER, PRICE, AND UNITED ENERTECH.2. SIZES BASED ON A MAXIMUM NC LEVEL OF 25.3. ALL DIFFUSERS LOCATED IN LAY-IN CEILING AREAS SHALL BE BORDER TYPE 3 AND BE MOUNTED INMANUFACTURER PROVIDED 24"x24" PANELS. ALL DIFFUSERS LOCATED IN HARD CEILING AREAS SHALL BEBORDER TYPE 6 (BEVELED) SURFACE MOUNTED. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF VARIOUSCEILING TYPES.4. SEE HVAC FLOOR PLANS FOR DIRECTIONAL THROW REQUIREMENTS FOR EACH DIFFUSER.5. ALL OF THE DIFFUSERS SHOWN IN THIS SCHEDULE MAY NOT BE USED. REFERENCE THE HVAC PLAN FORDIFFUSER CALL-OUTS AND THE QUANTITY OF EACH SIZE REQUIRED.6. WHENEVER THERE IS A DISCREPANCY BETWEEN THE RUNOUT DUCT SIZE SHOWN ON THE PLANS AND THATSHOWN IN THE SCHEDULE, ALWAYS USE THE LARGER OF THE TWO DUCT SIZES.7. WHITE FINISH.RETURN & EXHAUST GRILLE SCHEDULESYMBOL NOMINAL SIZENECK / RUNOUTSIZECFM RANGE REMARKS8X8 6"Ø 0-80 1 , 2 , 3 , 4 , 5 , 610X10 8"Ø 80-180 1 , 2 , 3 , 4 , 5 , 612X12 10"Ø 180-300 1 , 2 , 3 , 4 , 5 , 622X10 6"Ø 0-80 1 , 2 , 3 , 4 , 5 , 622X10 8"Ø 80-180 1 , 2 , 3 , 4 , 5 , 622X10 10"Ø 180-300 1 , 2 , 3 , 4 , 5 , 622X22 12"Ø 300-500 1 , 2 , 3 , 4 , 5 , 622X22 14"Ø 500-750 1 , 2 , 3 , 4 , 5 , 622X10 22X10 500-1100 1 , 2 , 3 , 4 , 5 , 622X22 22X22 1100-2000 1 , 2 , 3 , 4 , 5 , 618X18 18X18 300-900 2 , 4 , 6 , 7REMARKS:1. SIZES BASED ON TITUS MODEL 50F, ALUMINUM EGGCRATE RETURN GRILLE, 1/2" x 1/2" x 1" SPACING (SINGLECORE). PROVIDE SQUARE TO ROUND TRANSITION (WHERE ROUND RUN-OUT INDICATED). APPROVEDALTERNATE MANUFACTURERS INCLUDE , ANEMOSTAT, CARNES, PRICE, NAILOR, METAL-AIRE, TUTTLE &BAILEY, KRUEGER, J&J REGISTER, AND UNITED ENERTECH.2. SIZES BASED ON A MAXIMUM NC LEVEL OF 25.3. ALL GRILLES LOCATED IN LAY-IN CEILING AREAS SHALL HAVE BORDER #3, UNLESS OTHERWISE INDICATED.ALL GRILLES LOCATED IN HARD CEILING AREAS SHALL HAVE BORDER #1, UNLESS OTHERWISE INDICATED.REFER TO ARCHITECTURAL PLANS FOR LOCATIONS OF VARIOUS CEILING TYPES. SHEET METAL DUCTWORKVISIBLE BEHIND GRILLE SHALL BE PAINTED FLAT BLACK.4. ALL OF THE GRILLES SHOWN IN THIS SCHEDULE MAY NOT BE USED. REFERENCE THE HVAC PLAN FOR GRILLECALL-OUTS AND THE QUANTITY OF EACH SIZE REQUIRED.5. WHENEVER THERE IS A DISCREPANCY BETWEEN THE RUNOUT DUCT SIZE SHOWN ON THE PLANS AND THATSHOWN IN THE SCHEDULE, ALWAYS USE THE LARGER OF THE TWO DUCT SIZES.6. WHITE FINISH.7. HIGH WALL GRILLE SIZES BASED ON TITUS MODEL 355 RL, STEEL BAR GRILLE, FIXED BLADES, 1/2" SPACING,35° DEFLECTION, ADJUSTABLE OPPOSED BLADE DAMPER. APPROVED ALTERNATE MANUFACTURERS INCLUDEANEMOSTAT, CARNES, J&J REGISTER, NAILOR, TUTTLE & BAILEY, KRUEGER, PRICE, AND UNITED ENERTECH.6"ØR-18"ØR-210"ØR-36"ØR-48"ØR-510"ØR-612"ØR-714"ØR-822X10R-922X22R-1018X18R-11SUPPLY GRILLE SCHEDULESYMBOL NOMINAL SIZENECK / RUNOUTSIZECFM RANGE REMARKS12X12 12X12 150-450 1, 2, 3SIZECFMG-1REMARKS:1. GRILLE SIZES BASED ON TITUS MODEL 272F, DOUBLE DEFLECTION ADJUSTABLE BLADES, 3/4" SPACING,ALUMINUM MILL FINISH. APPROVED ALTERNATE MANUFACTURERS INCLUDE ANEMOSTAT, CARNES, J&JREGISTER, TUTTLE & BAILEY, NAILOR, METAL-AIRE, KRUEGER, PRICE, AND UNITED ENERTECH.2. SIZES BASED ON A MAXIMUM NC LEVEL OF 25.3. WHENEVER THERE IS A DISCREPANCY BETWEEN THE RUNOUT DUCT SIZE SHOWN ON THE PLANS AND THATSHOWN IN THE SCHEDULE, ALWAYS USE THE LARGER OF THE TWO DUCT SIZES.erstaddate:drawn:checked:project:This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301m5.00hvacschedulesnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburglarcld12.20.2019180404PERMITSETno. desc. date 1123368811lkihgc5710baj124edoffice109office110office111office112i.t./server113mech/elec114breakroom115vault106teller storage1052"øFD-1FD-1GCOGCO4"ø4"ø4"øGCO4"øRD4"øGCO403RD401401404MPG4014014013"øRDGCO5.65.86.36.79.1g.1j.56.4134"ø4014184304054184294"ø4"ø2"ø2"ø4"ø3"ø4054184054"ø4"øteller line104mens117womens116lounge108entry vestibule101officer's deck103walkway102405405405405405405405p5.001p5.002erstaddate:drawn:checked:project:This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301p1.11plumbingundergroundplannna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburglarcld12.20.2019180404PERMITSETno. desc. date1/4" = 1'-0"plumbing underground planKEYED NOTESNOTE USED FOR CALLOUT401 SEE CIVIL PLANS FOR CONTINUATION.403 2" DOMESTIC WATER MAIN SERVICED BY 1 1/2" METER. REFERENCE BUILDINGWATER SERVICE DETAIL.404 4" GRADE CLEANOUT INVERT ELEVATION = 42" BELOW FINISHED FLOOR. BASED ON1/4" PER FOOT SLOPE.405 WASTE LINE DOWN FROM PLUMBING FIXTURE ABOVE.418 ROOF DRAIN LINE FROM ABOVE.429 2" DOMESTIC COLD WATER LINE TO ABOVE. SEE PLUMBING FLOOR PLAN FORCONTINUATION.430 GAS LINE TO METER ABOVE. SEE PLUMBING FLOOR PLAN FOR CONTINUATION. 1123368811lkihgc5710baj124edoffice109office110office111office112i.t./server113mech/elec114breakroom115vault106teller storage105WC-1WC-1U-1LAV-1LAV-1DF-1FD-1FD-1GCOGCOS-1D-1DW-1DCBP-12"ø2"øGAS METERSS-1WH-1ET-1RP-1DN-1GCO4"øRDRDRDRDGCORDODRDRDODRDODODRDODODODODODOD3"ø3"ø3"ø3"ø4"ø4"ø3"ø3"ø4"ø3"ø3"ø4"ø3"ø1"øODOD3"ø4"øHB-1HB-1HB-1HB-1RDRDOD5.65.86.36.79.1g.1j.56.4134"ø4064184174184174184174174184064094094094094094094134184174154224224194194034214204224024194104094094074244082"ø1"ø3/4"ø2"ø2"ø3/4"ø2"ø1"ø3/4"ø3/4"ø3/4"ø3/4"ø2"ø2"ø1"øGCOp5.001p5.0022"øWB-1431RD3"øerstaddate:drawn:checked:project:This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301p2.11plumbingfloor plannna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburglarcld12.20.2019180404PERMITSETno. desc. date1/4" = 1'-0"plumbing floor planKEYED NOTESNOTE USED FOR CALLOUT402 GAS METER PROVIDED AND INSTALLED BY INTERMOUNTAIN GAS COMPANY.COORDINATE INSTALLATION LEAD TIME WITH INTERMOUNTAIN GAS COMPANY.TOTAL GAS LOAD = 460 MBH AT 2 PSI DELIVERY PRESSURE.403 2" DOMESTIC WATER MAIN SERVICED BY 1 1/2" METER. REFERENCE BUILDINGWATER SERVICE DETAIL.406 ROUTE PIPING HIGH IN ROOF STRUCTURE.407 SEE SERVICE SINK WATER HEATER DETAIL FOR CONTINUATION.408 2" DOMESTIC WATER LINE FROM BELOW GRADE.409 ROUTE ROOF AND OVERFLOW DRAIN LINES AT 1/4" PER FOOT SLOPE. TYPICAL OFALL ROOF AND OVERFLOW DRAIN LINES.410 AVOID ROUTING WATER PIPING OVER ELECTRICAL EQUIPMENT/PANELS.413 INDICATED SIZE GAS LINE UP TO ABOVE. SEE PLUMBING ROOF PLAN FORCONTINUATION.415 ROUTE OVERFLOW DRAIN LINE OUT CANOPY SOFFIT. TERMINATE WITH BIRDSCREEN AND ESCUTCHEON.417 OVERFLOW DRAIN LINE FROM ABOVE.418 ROOF DRAIN LINE FROM ABOVE.419 ROUTE ROOF DRAIN LINE TO BELOW GRADE.420 4" VENT THRU ROOF. REFERENCE WASTE AND VENT RISER DIAGRAM.421 SEE DISHWASHER CONNECTION DETAIL.422 SEE INDICATED PLUMBING RISER DIAGRAM FOR CONTINUATION.424 SERVER ROOM UNIT SHALL 100% COMPLETE AND TURNED OVER TO THE OWNER 30DAYS PRIOR TO SUBSTANTIAL COMPLETION. COORDINATE WITH OTHER TRADESFOR ALL WORK IN THIS AREA.431 PROVIDE 3/8" COLD WATER LINE FROM SINK WATER SUPPLY TO FUTURECONNECTION. PROVIDE CONNECTION WITH SHUTOFF VALVE ABOVE COUNTER ONTHE WALL. PROVIDE CHROME ESCUTCHEON AT WALL PENETRATION. 1123368811lkihgc5710baj124ed3" RD-13" OD-13" RD-13" OD-13" RD-13" OD-13" RD-13" RD-13" OD-11066 SQ FT924 SQ FT972 SQ FT925 SQ FT836 SQ FTRTU1RTU2RTU4RTU31"øMPGMPGMPGMPG3" OD-15.65.86.36.79.1g.1j.56.413VTR4" VTRMPGMPG3/4"ø3/4"ø3/4"ø3/4"ø1"ø3/4"ø3/4"ø3/4"ø3/4"ø1"ø426423423423423411411411411428428428MPGMPGMPGerstaddate:drawn:checked:project:This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301p2.41plumbingroof plannna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburglarcld12.20.2019180404PERMITSETno. desc. date1/4" = 1'-0"plumbing roof planKEYED NOTESNOTE USED FOR CALLOUT411 REFERENCE CONDENSATE DRAIN DETAIL - ROOFTOP UNIT.423 PROVIDE 2 PSI TO 7" W.C. GAS PRESSURE REGULATOR AND GAS SHUTOFF VALVE ATEQUIPMENT. SEE GAS PRESSURE REGULATOR DETAIL AND ROOFTOP UNIT - GASPIPING DETAIL.426 GAS LINE FROM BELOW.428 REFERENCE ROOF MOUNTED PIPING SUPPORT DETAIL. PIPE SUPPORT REQUIREMENTSSIZE OF PIPE SUPPORT REQUIRED1/2"6' O.C.3/4" - 1" 8' O.C.1-1/4" OR LARGER 10' O.C.PROVIDE GALVANIZEDSTEEL PIPE STRAPEQUIPMENT CONNECTION NOTES:1. INSTALL FLEX CONNECTION AT ALL ROOF TOP UNITS WHICH HAVE SPRING ISOLATION CURBS (36" MAXIMUM)2. INSTALL SOLID PIPE CONNECTION TO ALL ROOF TOP UNITS WHICH DO NOT HAVE SPRING ISOLATION CURBS3. PAINT PIPE WITH RUST RESISTANT PRIMER, RED OR GRAY. SHERWIN WILLIAMS PRO INDUSTRIAL DTM ORAPPROVED EQUAL.INSTALL GAS COCKWITHIN 36" OF UNITSUPPORT ALL GAS PIPING 6" MINIMUMABOVE ROOF STRUCTUREAPPROVED PIPE SUPPORT SYSTEMS:·MIRO MODEL 1.5 WITH SPACERS·ADVANCED SUPPORT PRODUCTS·VERSABLOCK BY FREEDOM INC3" DRIP LEGCAPPED TEE POSITIONED TO ALLOWTHE CONNECTION OF A PRESSUREMEASURING INSTRUMENTCAPPED 3-INCH DRIP LEG POSITIONEDTO ALLOW THE CONNECTION OF APRESSURE MEASURING INSTRUMENTREGULATOR VENTVENT LIMITING DEVICE FOR INDOORUSE ONLY (MUST POINT UP)MAIN GAS LINE (SEEDRAWINGS FOR GASPRESSURE)GAS LINE TO EQUIPMENT(GAS PRESSURE IS 7" WC)MINIMUM 10 PIPEDIAMETERS BEFORECHANGING DIRECTIONSGAS PRESSUREREGULATORVENTING NOTES:1. VENT REGULATORS PER MANUFACTURER'S AND LOCAL GASCOMPANY'S REQUIREMENTS.2. DO NOT REDUCE THE VENT PIPE SIZE FROM THE REGULATOR.3. TO LIMIT THE CONSEQUENCES OF RAIN, SNOW OR DEBRIS GETTINGINTO THE VENT, ALWAYS TURN THE OUTLET OF THE VENT DOWN ANDABOVE POTENTIAL WATER OR SNOW LINES.4. PROVIDE A BUG SCREEN ON THE VENT OUTLET TO DETER INSECTSFROM NESTING IN THE LINE. NEVER PAINT OVER THE BUG SCREEN.5. A VENT LINE PROTECTOR MAY BE USED IN OUTDOOR APPLICATIONSTO PREVENT ENTRY OF WATER, INSECTS OR OTHER FOREIGNMATERIALS THAT COULD CAUSE BLOCKAGE.6. VENT MUST BE PIPED A MINIMUM 3 FEET ABOVE OR 10 FEET AWAYFROM ALL FRESH AIR INTAKES.7. VENTS SHALL RUN INDEPENDENTLY TO THE OUTDOORS AND SHALLSERVE ONLY A SINGLE DEVICE VENT.8. REGULATOR VENT PIPING SHALL NOT EXCEED THE LENGTHSPECIFIED IN THE REGULATOR MANUFACTURER'S INSTRUCTIONS.GAS COCK (TYP.)UNIONGALVANIZED STEEL PIPE STRAPPIPE SUPPORT REQUIREMENTSSIZE OF PIPE SUPPORT REQUIRED1/2" 6' O.C.3/4" - 1" 8' O.C.1-1/4" OR LARGER 10' O.C.MIRO MODEL 1.5 AND SPACER2"NOTE: ALL GAS PIPING SHALL BE SUPPORTED6" MINIMUM ABOVE ROOF STRUCTUREAPPROVED PIPE SUPPORT SYSTEMS:·MIRO MODEL 1.5 WITH SPACERS·ADVANCED SUPPORT PRODUCTS·VERSABLOCK BY FREEDOM INCPIPE SUPPORT REQUIREMENTSSIZE OF PIPE SUPPORT REQUIRED1/2" 6' O.C.3/4" - 1" 8' O.C.1-1/4" OR LARGER 10' O.C.2"VACUUM BREAKERTO ATMOSPHEREPIPE DRAIN FULL SIZE TO THE NEARESTROOF DRAIN ONLY IF AUTHORITY HAVINGJURISDICTION REQUIRESEQUIPMENT CONNECTION NOTES:1. PROVIDE RUNNING TRAP WITH AIR VENT ATEACH EQUIPMENT CONNECTION2. ALL CONDENSATE DRAIN PIPING ON ROOFAND/OR AT UNIT SHALL BE TYPE L COPPERAPPROVED PIPE SUPPORT SYSTEMS:·MIRO MODEL 1.5 WITH SPACERS·ADVANCED SUPPORT PRODUCTS·VERSABLOCK BY FREEDOM INC.ROOFTOP UNITROOFTRAPNOTES:A. INTERIOR EXPOSED PIPE, VALVES AND FIXTURE TRIM, INCLUDING TRIM BEHIND CASEWORK DOORS SHALL BECHROME PLATED.B. ALL PIPING PENETRATIONS THROUGH FINISHED WALLS SHALL BE PROVIDED WITH CHROME ESCUTCHEONS.C.ALL SINK TRAPS SHALL BE PROVIDED WITH A CLEANOUT PLUG IN THE BOTTOM OF THE TRAP.D.ALL PLUMBING FIXTURES SHALL BE CAULKED AND SEALED TO SURROUNDING SURFACES.SEE PLUMBING FIXTURESCHEDULE FOR BOWL &FAUCET SPECIFICATIONSCHROME PLATEDCOPPER TUBINGWATER RISERSOTHER PIPINGMATERIALS, SEESPECIFICATIONSCHROME PLATED PIPING AND FITTINGS, TYPICAL ALL PIPING BELOW SINKS AND LAVATORIES, SEE NOTES BELOWCLEANOUT PLUGCHROME ESCUTCHEONLOOP HOSE UP HIGHDISHWASHERDISPOSALTO P-TRAP7/8" DISHWASHERDISCHARGE HOSEFINISH GRADEBRONZE CLEANOUT PLUG WITH COUNTERSUNK HEAD, SEE THE PLUMBING FIXTURESCHEDULE FOR MANUFACTURER AND MODELSAME SIZE AND MATERIALAS THE SEWER PIPINGCAP AT TERMINUSSANITARY SEWER LINE (PVC, ASTM D3033 ORD3034, SDR 35, WITH ELASTOMERIC GASKETS)FINISH PAVEMENTSCREW CAP/PLUGROUND FLANGED HOUSING WITH HEAVY DUTYCAST IRON COVER, COVER TO BE INSCRIBED"SAN", SEE THE PLUMBING FIXTURE SCHEDULEFOR MANUFACTURER AND MODELSAME SIZE AND MATERIALAS THE SEWER PIPINGCAP AT TERMINUSSANITARY SEWER LINE (PVC, ASTM D3033 ORD3034, SDR 35, WITH ELASTOMERIC GASKETS)SEE PLANS6"18"SEE PLANSPEDESTRIAN TRAFFIC AREAS / NON-PAVED AREAS45° ELBOW45° WYE45° WYE45° ELBOWVEHICULAR TRAFFIC AREAS / PAVED AREAS9"MAY EXTEND AS AWASTE OR VENT LINEWALLPLUGGED TEESEE SPECIFICATIONSFOR PIPE MATERIALFLOORSTAINLESS STEELROUND COVER ANDVANDAL PROOF SCREWCAST BRONZE TAPER THREAD PLUGNOTES:1. MAINTAIN ONE-FOURTH (1/4) INCH PER FOOT SLOPE.2. THE DEVELOPED LENGTH BETWEEN THE TRAP OF A WATER CLOSET OR SIMILAR FIXTURE (MEASURED FROM THE TOPOF THE CLOSET FLANGE TO THE INNER EDGE OF THE VENT) AND IT'S VENT SHALL NOT EXCEED SIX (6) FEET.3. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST ADOPTEDPLUMBING CODE, AND ALL LOCAL AND STATE CODES.TRAP ARMTRAPVENTFROMFIXTUREWASTEFLOWVENTD (DIAMETER)2'-6" (D=1-1/4")3'-6" (D=1-1/2")5' (D=2")6' (D=3")10' (D=4" OR MORE)MAXIMUMTRAP ARMDISTANCETRAP WEIRMINIMUM TRAP ARMDISTANCE 2 X D12" MIN.4'-0" MAX.DOUBLE CHECK VALVE ASSEMBLYBACKFLOW PREVENTER (DCBP-1)PRESSURE GAGE(0-100 PSI RANGE)TO POTABLEWATER SYSTEMPVC PIPE SLEEVEWATER SUPPLY FROM STREETY-STRAINERBALL VALVE (TYP)NOTE:1.THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL BACKFLOW DEVICES TO BE INSPECTED BY A CERTIFIED BACKFLOW TECHNICIAN BEFORE THE USE OF THE BUILDING POTABLE WATER SYSTEM.2.THIS BACKFLOW PREVENTER CAN BE INSTALLED IN A VERTICAL CONFIGURATION WHEN SPACE IN ROOM IS LIMITED. REFERENCE PLANS FOR CONFIGURATION OR CONTACT THE ENGINEER FOR APPROVAL.3.THIS SYSTEM IS FOR INDOOR INSTALLATIONS ONLY. THIS VALVE SHALL BE EASILY ACCESSIBLE TO FACILITATE TESTING AND SERVICE. DO NOT INSTALL IN A CONCEALED LOCATION.ONOFFHOT WATERCOLD WATERCHECK VALVE (TYP)T&P RELIEF VALVE3/4" OVERFLOW DRAINLINE TO MOP SINKPIPE ANCHOR(TYPICAL)6" AIR GAP1/2" TO SERVICE SINK SS-13/4" TO SERVICE SINK SS-1 LI-1/2" X LI-1/2" SUPPORT ANGLEUNION (TYP)HOLDRITE RESTRAINTWATER HEATERWH-1SET AT 120°FANCHOR STRAPTHERMAL EXPANSION TANK,AMTROL MODEL ST-5 ORAN APPROVED EQUAL,SECURE TANK TO WALLBALL VALVE (TYP)HOT WATER RETURNRECIRC. PUMP RP-1SERVICE SINK SS-1ANCHOR WATER HEATER TO WALLWITH HOLDRITE 60-SWHP-WM,MOUNT HIGH ON WALLNON-CORROSSIVE DRIP PAN.DRAIN VALVEerstaddate:drawn:checked:project:This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301p4.00plumbingdetailsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburglarcld12.20.2019180404PERMITSETno. desc. dateNTS5GAS EQUIPMENT CONNECTION DETAIL (ROOFTOP UNIT)NTS6GAS PRESSURE REGULATOR DETAILNTS7ROOF MOUNTED PIPING SUPPORT DETAILNTS8CONDENSATE DRAIN DETAIL - ROOFTOP UNITNTS9SINK/LAVATORY TAILPIECE & TRAP DETAILNTS10DISHWASHER CONNECTION DETAIL (W/ DISPOSAL)NTS2GRADE CLEANOUT (GCO) DETAILNTS3WALL CLEANOUT (WCO) DETAILNTS4TRAP ARM DETAILNTS12BUILDING WATER SERVICE DETAILNTS11SERVICE SINK & WATER HEATER DETAIL D-1DCBP-1DF-1DN-1ET-1FD-1GCOGCOHB-1LAV-1OD-1RD-1RP-1S-1SA-1SS-1U-1WB-1WCOWC-1WH-1PLUMBING FIXTURE SCHEDULESYMBOL FIXTURE DESCRIPTIONCONNECTION SIZEMANUFACTURER / MODEL NUMBER / DESCRIPTION / ADDITIONAL COMMENTSWASTE VENT TRAP CW HWDISPOSER 2 1 1/2 1 1/2 -- --INSINK ERATOR MODEL BADGER 1: 1/3 HORSEPOWER, 120 VOLTS, 6.7 AMPS, CONTROLLED BY WALL SWITCH.PROVIDE WITH PRE-WIRED POWER CORD.DOUBLE CHECK BACKFLOW PREVENTER -- -- --SEEPLANS--WATTS, SERIES LF 007 DOUBLE CHECK VALVE ASSEMBLY. MODEL NO. LF 007 - 2" REPLACEABLE SEATS ANDSEAT DISCS, CAST BRONZE BODY CONSTRUCTION- 1/2" THRU 2", 2-1/2" THRU 10" 757 SERIES. PROVIDE WITHSTRAINER. LEADFREE.DRINKING FOUNTAIN WITH BOTTLEFILLING STATION(INTERIOR DUAL BUBBLERS)(ELECTRIC WATER COOLER)(ADA COMPLIANT)(HIGH/LOW)1 1/2 1 1/2 1 1/2 1/2 --ELKAY MODEL LZSTL8WSLP,HIGH/LOW COOLER WITH BOTTLE FILLING STATION WITH FLEXI-GUARDSTREAMSAVER BUBBLER. OPERATED BY FRONT OR SIDE PUSH BARS AND BOTTLE FILLING STATIONOPERATED BY SENSOR ACTIVATION WITH AUTOMATIC 30-SECOND SHUT-OFF TIMER. 115 VOLT, 4.5 AMP, 60HERTZ, AND FILTER. PROVIDE WITH JAY R. SMITH 0834 FLOOR MOUNTED SUPPORT CARRIER.DOWN SPOUT NOZZLE -- -- -- -- -- JAY R. SMITH FIGURE NUMBER 1770-PB, CAST IRON NOZZLE WITH WALL FLANGE, POLISHED BRONZE FINISH.DW-1DISHWASHER -- -- -- -- 1/2PROVIDED BY GENERAL CONTRACTOR, INSTALLED AND PLUMBED BY PLUMBING CONTRACTOR. CONNECTWASTE TO DISPOSAL D-1. SEE DISHWASHER CONNECTION DETAIL.EXPANSION TANK -- -- -- 3/4 -- AMTROL THERM-X-TROL ST-5, OR APPROVED EQUAL, NON ASME SERIES THERMAL EXPANSION ABSORBER.FLOOR DRAIN(CONCRETE FLOOR)2 2 2 -- --SIOUX CHIEF SERIES NUMBER 832-2PNR: POST CONSTRUCTION LEVELING FLOOR DRAIN, NO-HUB OUTLET,6 1/2" ROUND, NICKEL BRONZE FINISH, WITH ADJUSTABLE STRAINER AND TRAP PRIMER. INSTALL TOP OFDRAIN 1/8" BELOW FINISH FLOOR AND CAULK EDGE.GRADE CLEANOUT(NON-PAVED AREAS)SEEPLANS-- -- -- -- JAY R. SMITH 4220 SERIES WITH ABS PLUG.GRADE CLEANOUT(PAVED AREAS)SEEPLANS-- -- -- --JAY R. SMITH 4250 SERIES, ROUND FLANGED HOUSING WITH HEAVY DUTY CAST IRON COVER. FURNISH WITHABS PLUG. COVER TO BE INSCRIBED "SAN".HOSE BIBB(EXTERIOR)(NON-FREEZE)-- -- -- 3/4 --WOODFORD MODEL 67 - EXPOSED STYLE WITH MODEL 50HA BACKFLOW PREVENTER, 3/4" INLET , ANDCHROME PLATED. PROVIDE WITH TEE KEY AND INSTALL AT 18" ABOVE FINISH GRADE.LAVATORY(COUNTERTOP / CABINET MOUNTED)(ADA COMPLIANT)1 1/2 1 1/2 1 1/4 1/2 1/2KOHLER PENNINGTON MODEL K-2196-4: VITREOUS CHINA, COUNTERTOP MOUNTED, HOLES ON 4" CENTERS,AND GRID STRAINER. KOHLER CORALAIS MODEL K-15198: 4 1/2" LONG, SINGLE LEVER FAUCET WITH LAMINARFLOW AERATOR. PROVIDE WITH WATTS SERIES USG-B THERMOSTATIC MIXING VALVE, ASSE STANDARD 1016LISTED, BRONZE BODY, INTEGRAL CHECK VALVES, AND SELECTABLE TEMPERATURE RANGE FROM 80°F TO120°F. PROVIDE WITH PIPING INSULATION, TRUEBRO LAV GUARD, PLUMBEREX HANDI-SHIELD, OR EQUAL.OVERFLOW ROOF DRAIN(LOW PROFILE DOME STYLE)(METAL GRATE)-- -- -- -- -- JAY R. SMITH FIGURE NUMBER 1070Y-R-C-RS-CID WITH CAST IRON DOME GRATE AND RAIN SHIELD. ROOF DRAIN(LOW PROFILE DOME STYLE)(METAL GRATE)-- -- -- -- -- JAY R. SMITH FIGURE NUMBER 1010Y-R-C-CID WITH CAST IRON DOME GRATE.RECIRCULATION PUMP(HOT WATER RETURN SYSTEM)(SMALL SYSTEM)-- -- -- -- 3/4BELL AND GOSSETT BRONZE MODEL NBF-1OS/LW, 115 VOLT, .46 AMPS, 55 WATTS, AND SHALL PROVIDE 4GPM AT 7 FEET HEAD. INCLUDE 7-DAY PROGRAMMABLE ELECTRONIC TIME CLOCK WITH BATTERY BACKUP,INTERMATIC MODEL GM40AVE. APPROVED ALTERNATE: ARMSTRONG, TACO, GRUNDFOS.SINK - DOUBLE COMPARTMENT(14" X 14" X 5 1/2" - EACH)(ADA COMPLIANT)2 1 1/2 1 1/2 1/2 1/2ELKAY LUSTERTONE MODEL LRAD-3319: 5 1/2" DEEP STAINLESS STEEL SINK. ELKAY MODEL LKEC1042SINGLE LEVER FAUCET AND PULL OUT SPRAY. PROVIDE WITH ELKAY MODEL LK-35 CHROME PLATEDTAILPIECE AND STAINLESS STEEL BASKET.SHOCK ABSORBER(WATER HAMMER ARRESTOR)-- -- -- -- --JAY R. SMITH FIGURE NUMBER 5005 TO 5050, OR APPROVED EQUAL, SIZED PER FIXTURES SERVED. PROVIDEAN ACCESS PANEL AND A BALL TYPE SHUT-OFF VALVE UPSTREAM OF SHOCK ABSORBER.SERVICE SINK(24" X 24" X 10")(FLOOR MOUNTED)3 2 3 1/2 1/2ACORN TERRAZZO-WARE MODEL TRH-242410: PROVIDE AND INSTALL WITH STAINLESS STEEL BUMPERGUARD, DRAIN GASKET, CHROME FAUCET, 36" HOSE AND WALL HANGER, AND MOP HANGER.TP-1TRAP PRIMER(PRESSURE ACTIVATED)(1 TO 4 TRAPS)-- -- -- 1/2" --PRECISION PLUMBING PRODUCTS MODEL CPO-500 WITH DU DISTRIBUTION UNIT IF REQUIRED FOR SERVINGMORE THAN ONE TRAP.APPROVED ALTERNATES: MIFAB, SIOUX CHIEF, SLOAN, AND ZURNURINAL(ADA COMPLIANT)2 1 1/2 INT. 3/4 --KOHLER BARDON MODEL K-4991-ET WALL MOUNTED URINAL WITH 3/4" TOP SPUD.SLOAN REGAL XL MODEL 186-0.5 FLUSHOMETER.INCLUDE BEEHIVE STRAINER AND JAY R. SMITH FIGURE NUMBER 0637 ADJUSTABLE FIXTURE SUPPORTWALL BOX(WATER SUPPLY TO ICE MAKER)-- -- -- 1/2 --OATEY FIREMASTER MODEL 38490 WITH FACEPLATE, ADJUSTABLE METAL SUPPORT BRACKET, AND WATERHAMMER ARRESTOR. FIRE-RATED, OR APPROVED EQUAL.WALL CLEANOUTSEEPLANS-- -- -- --JAY R. SMITH 4472T SERIES WITH CAST BRONZE TAPER THREAD PLUG, STAINLESS STEEL ROUND COVER,AND A STAINLESS STEEL VANDAL PROOF SCREW.WATER CLOSET(DUAL FLUSH FLUSH VALVE)(FLOOR MOUNTED)(COMFORT HEIGHT / ADA COMPLIANT)4 2 INT. 1 --KOHLER HIGHCREST MODEL K-4302 / FLOOR MOUNTED, WITH ELONGATED BOWL.KOHLER LUSTRA MODEL K-4666-C / ELONGATED OPEN FRONT SEAT WITH HINGE.SLOAN UPPERCUT DUAL FLUSH MODEL WES-111 FLUSHOMETER.WATER HEATER(20 GALLON LOW BOY MODEL)(208V-1∅ ELECTRIC)-- -- --SEEPLANSSEEPLANSA.O. SMITH MODEL DEL-20 SINGLE ELEMENT, 2.5 KW, 208V/1∅, 12.0 AMPS, 22" DIAMETER, 24" TALL, WITH SIDEAND TOP CONNECTIONS. PROVIDE WITH WALL BRACKET SUPPORT, SEISMIC STRAP, AND DRAIN PAN.NOTES:1.ALL ADA COMPLIANT FIXTURES MUST COMPLY WITH ICC/ANSI A117.1. SEE ARCHITECTURAL PLANS FOR HANDICAPPED FIXTURE DESIGNATIONS, LOCATIONS, CLEARANCES, AND MOUNTING HEIGHTS.2.ALL EXPOSED HW PIPING, CW PIPING, AND DRAIN LINES BENEATH ALL LAVATORIES AND ALL ADA COMPLIANT SINKS MUST BE INSULATED TO PREVENT INJURY. REFER TO ARCHITECTURAL PLANS. INSULATE WITHMOLDED CLOSED CELL VINYL INSULATION - TRUEBRO, PLUMBEREX, OR EQUAL.3.PROVIDE P-TRAP PRIMERS FOR ALL FLOOR DRAINS AND FLOOR SINKS. PROVIDE A BALL TYPE SHUT-OFF VALVE UPSTREAM OF PRIMER VALVE.4.SEE SPECIFICATIONS FOR ALTERNATE APPROVED MANUFACTURERS.NOTE: GAS SIZES TO EQUIPMENT ARE AS NOTED IN SCHEDULE ABOVE. ROUTE NOTED GAS LINE TO GASEQUIPMENT. ROUTE NOTED (7" WC) GAS LINE TO GAS FIRED EQUIPMENT WITH GAS COCK, 2PSI TO 7" W.C. GASPRESSURE REGULATOR, AND FLEX CONNECTOR AT UNIT. SEE GAS CONNECTION DETAILS ON PLUMBING DETAILSHEET.GAS SIZING CHARTSYMBOL INPUT (MBH)RUNOUT SIZE(2 PSI) (INCHES)EQUIPMENT CONNECTIONSIZES (7" WC) (INCHES)RTU-1115 3/4"FULL SIZE FROMEQUIPMENTRTU-2115 3/4"FULL SIZE FROMEQUIPMENTRTU-3115 3/4"FULL SIZE FROMEQUIPMENTRTU-4115 3/4"FULL SIZE FROMEQUIPMENTTOTAL 460EQUIVALENT LENGTH = 125 FTPRESSURE = 2 PSIMAIN SIZE = 1"ØWC-1WC-1LAV-1FD-1FD-14" VTRLAV-12"4"4"4" WCO2"U-1SEE PLUMBING UNDERGROUNDPLAN FOR CONTINUATION4"SEE PLUMBING UNDERGROUNDPLAN FOR CONTINUATION2"2"2"2"2"3/4" CWLAV-1LAV-1WC-1SEE PLUMBINGFLOOR PLAN FORCONTINUATION2" CW3/4" HW3/4" HWRU-1SA-1WC-13/4" CW3/4" HWHB-13/4" CW2" CW1 1/2" CW1 1/2" CWSEE PLUMBINGFLOOR PLAN FORCONTINUATION3/4" CWerstaddate:drawn:checked:project:This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ©2019phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301p5.00plumbingrisers &schedulesnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburglarcld12.20.2019180404PERMITSETno. desc. dateNTS1WASTE & VENT RISER DIAGRAMNTS2WATER RISER DIAGRAM EG 100A 3P M IC V SP SP TV TV 125A 3P 125A 3P ST GFP J ELECTRICAL LEGEND - LIGHTING DEVICES ONE LINE COMMUNICATIONS A AMPERES AC 6" ABOVE BACKSPLASH AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AF AMP FRAME AIC AMPS INTERRUPTING CAPACITY AT AMP TRIP ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BD BOTTOM OF DECK BS BOTTOM OF STRUCTURE C CEILING MOUNTED C CONDUIT CB CIRCUIT BREAKER CF COMPACT FLUORESCENT CKT CIRCUIT CO CONDUIT ONLY, PROVIDE PULL-LINE CT CURRENT TRANSFORMER CTL CONTROL DC DIRECT CURRENT (D) DEMOLITION DEMO DEMOLITION DET DETAIL DTT DOUBLE TWIN TUBE E EMERGENCY (E) EXISTING EC ELECTRICAL CONTRACTOR EL EMERGENCY LIGHT F FUSE (F) FUTURE FACP FIRE ALARM CONTROL PANEL G/GND GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER GFI GROUND FAULT INTERRUPTER HH HAND HOLE HID HIGH INTENSITY DISCHARGE HOA HAND-OFF-AUTO HPS HIGH PRESSURE SODIUM HVAC HEATING, VENTILATION, & AIR CONDITIONING IG ISOLATED GROUND IPCO IDAHO POWER COMPANY J-BOX JUNCTION BOX KA KILOAMP KVA KILO VOLT-AMP KW KILOWATT KWH KILOWATT HOUR LCP LIGHTING CONTROL PANEL MB MAIN BREAKER MBR MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MDP MAIN DISTRIBUTION PANEL MLO MAIN LUGS ONLY MMC MODULAR METERING CENTER MH METAL HALIDE MSB MAIN SWITCH BOARD MTG MOUNTING N NEUTRAL (N) NEW NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NIC NOT IN CONTRACT NL NIGHT LIGHT NO NORMALLY OPEN NTS NOT TO SCALE OH OVERHEAD OS OCCUPANCY SENSOR P POLES PC PHOTO-CONTROL PVC POLYVINYL CHLORIDE PWR POWER RE: REFERENCE REC RECEPTACLE (R) RELOCATED SF SQUARE FEET TBD TO BE DETERMINED TDR TIME DELAY RELAY TK TOE KICK TSP TWISTED SHIELDED PAIR TRT TRIPLE TUBE TTB TELEPHONE TERMINAL BOARD (TYP.) TYPICAL UC UNDERCABINET UG UNDERGROUND U.N.O. UNLESS NOTED OTHERWISE V VOLT VA VOLT-AMPERE W WATT WG WIRE GUARD WP WEATHER PROOF/NEMA 3R ELECTRICAL ABBREVIATIONS PROVIDED/ PROVIDE BY INSTALLED/ INSTALL PROVIDE AND INSTALL / PROVIDED AND INSTALLED BY / PROVIDE AND INSTALL NOTE: THIS IS A STANDARD LIST OF COMMONLY USED ELECTRICAL ABBREVIATIONS. SOME OF THE ABBREVIATIONS SHOWN ABOVE MAY NOT BE USED IN THIS DRAWING PACKAGE. CIRCUITING SYMBOLS ELECTRICAL GENERAL NOTES LSIGR XXXA/XP S M TVSS X-X T HC # # # # # # PANEL NAME VOLTAGE PHASE N DUAL LEVEL SWITCHING, INSIDE AND OUTSIDE LAMPS OF FIXTURE TO BE SWITCHED SEPARATELY. INDIVIDUAL BREAKER WITH SHUNT TRIP, SIZE AND POLES INDICATED. NEMA 1 UNO INDIVIDUAL BREAKER, SIZE AND POLES INDICATED. NEMA 1 UNO #P ##A #P ##A ##A ##A #P T REFERENCE FIXTURE SCHEDULE FOR MOUNTING TYPE, MOUNTING HEIGHT, AND FIXTURE TYPE. ##A #P #D,#T DOUBLE FACE EXIT SIGN, CEILING MOUNTED, PROVIDE UNSWITCHED CONDUCTOR. WALL MOUNTED DOUBLE FACE EXIT SIGN PROVIDE UNSWITCHED CONDUCTOR. MOUNT AT +8'-0" UNO. SINGLE FACE EXIT SIGN, CEILING MOUNTED PROVIDE UNSWITCHED CONDUCTOR. WALL MOUNTED SINGLE FACE EXIT SIGN PROVIDE UNSWITCHED CONDUCTOR. MOUNT AT +8'-0" UNO. ARROW INDICATES DIRECTION TO BE SHOWN ON SIGN. 1'X1' LIGHT FIXTURE. 1'X1' LIGHT FIXTURE, PROVIDE EMERGENCY BALLAST CONNECTED TO AN UNSWITCHED CONDUCTOR. 1'X4' LIGHT FIXTURE. 1'X4' LIGHT FIXTURE, PROVIDE EMERGENCY BALLAST CONNECTED TO AN UNSWITCHED CONDUCTOR. 2'X4' LIGHT FIXTURE. 2'X4' LIGHT FIXTURE, PROVIDE EMERGENCY BALLAST CONNECTED TO AN UNSWITCHED CONDUCTOR. 2'X2' LIGHT FIXTURE. 2'X2' LIGHT FIXTURE, PROVIDE EMERGENCY BALLAST CONNECTED TO AN UNSWITCHED CONDUCTOR. DIRECT/INDIRECT LIGHT FIXTURE. SEE SCHEDULE FOR LENGTH. DIRECT/INDIRECT LIGHT FIXTURE. SEE SCHEDULE FOR LENGTH. PROVIDE EMERGENCY BALLAST CONNECTED TO AN UNSWITCHED CONDUCTOR STRIP FLUORESCENT LIGHT FIXTURE. SEE SCHEDULE FOR LENGTH. STRIP FLUORESCENT LIGHT FIXTURE. SEE SCHEDULE FOR LENGTH. PROVIDE EMERGENCY BALLAST CONNECTED TO AN UNSWITCHED CONDUCTOR WALL MOUNTED LIGHT FIXTURE. WALL MOUNTED LIGHT FIXTURE, PROVIDE EMERGENCY BALLAST CONNECTED TO AN UNSWITCHED CONDUCTOR. RECESSED LIGHT FIXTURE RECESSED LIGHT FIXTURE. PROVIDE EMERGENCY BALLAST CONNECTED TO AN UNSWITCHED CONDUCTOR. ROUND LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE. POLE LIGHT 1 HEAD WITH POLE TIME CLOCK PHOTO CONTROL CELL LOCATED 12" ABOVE ROOF FACING NORTH. EMERGENCY EGRESS LIGHTING. CONNECT TO AN UNSWITCHED CONDUCTOR. INDICATES FIXTURE TYPE. REFER TO FIXTURE SCHEDULE. EXTERIOR WALL PACK EMERGENCY EXTERIOR WALL PACK. PROVIDE EMERGENCY BALLAST CONNECTED TO AN UNSWITCHED CONDUCTOR SWITCH, TYPE AS INDICATED. +46"AFF OCCUPANCY SENSOR. PROVIDE RELAYS AND POWER PACKS AS REQUIRED SINGLE CONVENIENCE OUTLET, +18" AFF UNO FLOOR MOUNT SINGLE CONVENIENCE OUTLET DUPLEX CONVENIENCE OUTLET, +18" AFF UNO FLOOR MOUNT DUPLEX CONVENIENCE OUTLET EMERGENCY DUPLEX CONVENIENCE OUTLET, +18" AFF UNO SWITCHED DUPLEX CONVENIENCE OUTLET, +18" AFF UNO FLOOR MOUNTED SWITCHED DUPLEX CONVENIENCE OUTLET FOURPLEX CONVENIENCE OUTLET. +18"AFF UNO FLOOR MOUNT FOURPLEX CONVENIENCE OUTLET CONNECTION POINT TO EQUIPMENT SPECIFIED, ELECTRICAL CONTRACTOR TO SUPPLY RACEWAY AND CONDUCTORS AND MAKE FINAL CONNECTION TO EQUIPMENT UNDER THIS SECTION. UNO FLOOR MOUNTED CONNECTION POINT, SEE NOTE ABOVE FOR REQUIREMENTS JUNCTION BOX WALL MOUNTED PUSH BUTTON, MOUNT AT SWITCH HEIGHT UNO WALL MOUNTED PUSH BUTTON, HANDICAPPED MOUNT AT SWITCH HEIGHT UNO WALL MOUNTED PUSH BUTTON, MOUNT AT SWITCH HEIGHT UNO MOTOR STARTER/CONTACTOR, SIZE/POLES NEMA 1 UNO AS INDICATED COMBINATION STARTER AND DISCONNECT, SIZE/POLES, STARTER SIZE AS INDICATED, NEMA 1 UNO MECHANICAL EQUIPMENT CALL OUT SURFACE MULTI-OUTLET RACEWAY EQUIPMENT CABINET FLUSH MOUNTED EQUIPMENT CABINET, SURFACE MOUNTED PANELBOARD. SEE SCHEDULE FOR TYPE. TRANSFORMER THERMOSTAT, +46" AFF PROVIDE CONDUIT, J-BOX, CONDUCTORS AS REQUIRED TO CONTROL ASSOCIATED UNITS. UNO COORDINATE WITH DIVISION 15. NON-FUSED DISCONNECT SIZE/ POLES AS INDICATED, NEMA 1 UNO FUSED DISCONNECT SWITCH, SIZE/POLES, FUSE SIZES AS INDICATED, NEMA 1 UNO DELTA WYE TRANSFORMER UNO PANEL BOARD, SEE SCHEDULE FOR TYPE AND SIZE CIRCUIT BREAKER, SIZE AND POLES INDICATED FUSE, SIZE AND TYPE INDICATED, PROVIDE FUSE FOR EACH POLE INTERRUPTER SWITCH, SIZE AND POLES INDICATED FUSED SWITCH, SIZE/POLES AND FUSE SIZE INDICATED DRAW OUT CIRCUIT BREAKER, SIZE AND POLES INDICATED GROUND FAULT PROTECTION TRANSIENT VOLTAGE SURGE SUPPRESSION NEUTRAL METER AND BASE AUTOMATIC TRANSFER SWITCH (ATS) GENERATOR SET, MAIN BREAKER SIZE INDICATED OVERHEAD SERVICE DROP DISCONNECT SWITCH, SIZE AND POLES INDICATED. NEMA 1 UNO MOTOR SHUNT TRIP COIL PAD MOUNT TRANSFORMER TRANSFORMER TELEPHONE/DATA OUTLET, +18" AFF UNO, FOUR-SQUARE DEEP TYPE BOX WITH SINGLE GANG MUDRING. WITH QUANTITY OF DATA (#D) AND TELEPHONE (#T) CABLES INDICATED FLOOR MOUNTED TELEPHONE/DATA OUTLET INTERCOM CEILING MOUNTED SPEAKER WITH BACKBOX WALL MOUNTED SPEAKER, WITH BACKBOX +80" UNO VOLUME CONTROL, MOUNT AT SWITCH HEIGHT UNO. FOUR-SQUARE DEEP TYPE BOX WITH SINGLE GANG MUDRING TELEVISION OUTLET, +18" AFF UNO. FOUR-SQUARE TYPE BOX WITH SINGLE GANG MUDRING CEILING MOUNTED TELEVISION OUTLET KITCHEN EQUIPMENT CALLOUT TRACK LIGHT FLOOR MOUNTED JUNCTION BOX ADJUSTABLE BREAKER SETTINGS (PER SPECIFICATIONS): 'L'-LONG TIME 'S'-SHORT TIME 'I'-INSTANTANEOUS 'G'-GROUND FAULT 'R'-ENERGY REDUCING MAINTENANCE SWITCH W/STATUS INDICATOR TTB TELEPHONE TERMINAL BOARD EMERGENCY EGRESS LIGHTING WITH OUT FIXTURE HEADS. CONNECT TO AN UNSWITCHED CONDUCTOR. 2 DOUBLE POLE 3 3-WAY 4 4-WAY K KEYED P PILOT LIGHT D DIMMER HP HORSEPOWER RATED TO THERMAL OVERLOAD LV LOW VOLTAGE OS OCCUPANCY SENSOR OR LOW VOLTAGE, MOMENTARY OVERRIDE VS VACANCY SENSOR a SUPERSCRIPT INDICATES LIGHTS TO BE SWITCHED TOGETHER XXX GROUND ROUND EMERGENCY LIGHT FIXTURE WALL MOUNTED EMERGENCY LIGHT FIXTURE. DUAL LEVEL SWITCHING WITH OCCUPANCY SENSOR, INSIDE AND OUTSIDE LAMPS OF FIXTURE TO BE SWITCHED SEPARATELY. NOTE: THIS IS A STANDARD LIST OF COMMONLY USED ELECTRICAL SYMBOLS. SOME OF THE SYMBOLS SHOWN MAY NOT HAVE BEEN USED IN THIS DRAWING PACKAGE. BEGINNING OF INDIVIDUAL CIRCUIT(S), CIRCUIT NUMBER(S) INDICATED. EMERGENCY SOURCE EXISTING CONDUIT DOWN CONDUIT UP 6 NEUTRAL CONDUCTORS GROUNDING CONDUCTOR SIZE QUANTITY 1"-4#10,1#10G PANEL HOMERUN. (3/4"-2#12,1#12G CONDUCTORS UNO) RACEWAY DESIGNATES CIRCUIT ON CONDUIT, STUBBED, CAPPED AND MARKED WITH PULL CORD AS SPECIFIED A-2,4,6 PANEL NAME CIRCUIT # EDISON STYLE SHARED NEUTRAL CONDUCTORS ARE NOT ALLOWED. EACH 1 POLE BREAKER SHALL BE FURNISHED WITH AN INDIVIDUAL DEDICATED NEUTRAL CONDUCTOR. CONCEALED IN FLOOR OR UNDERGROUND EM NOTE: UNMARKED CIRCUIT IS CONCEALED IN CEILING OR WALL. MAINTAIN CONDUIT AND CONDUCTOR SIZE THROUGHOUT ENTIRE CIRCUIT. CURRENT CARRYING CONDUCTORS LED DRIVER T DUPLEX CONVENIENCE OUTLET WITH (2) USB POWERED PORTS, +18" AFF UNO A. THESE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE; THEREFORE, THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL EQUIPMENT AND DEVICE LOCATIONS WITH ARCHITECTURAL, MECHANICAL, AND PLUMBING DIVISIONS PRIOR TO ROUGH-IN. REFER TO AND COORDINATE WITH ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL WORK THAT IS REQUIRED BY THE ELECTRICAL CONTRACTOR. B. ALL CONDUIT AND JUNCTION BOXES ARE TO BE CONCEALED UNLESS LOCATED WITHIN DEDICATED ELECTRICAL OR MECHANICAL ROOMS. USE OF SURFACE MOUNTED RACEWAYS IN ALL OTHER SPACES MUST BE APPROVED BY THE ARCHITECT FOR EACH LOCATION. WHERE SURFACE RACEWAYS ARE APPROVED, UTILIZE WIREMOLD, OR APPROVED EQUAL, SURFACE MOUNTED RACEWAYS PAINTED TO MATCH SURROUNDING WALLS. C. REFER TO ARCHITECTURAL ELEVATIONS FOR OUTLET HEIGHTS WHERE THE SPECIFIC OUTLET HEIGHT IS NOT INDICATED. REFER TO THE ELECTRICAL LEGEND FOR THE DEFAULT OUTLET HEIGHT WHEN NOT INDICATED ON ELEVATIONS OR ON AT THE DEVICES. D. PROVIDE PULL-LINE IN ALL EMPTY CONDUITS. E. TERMINATE ALL LOW-VOLTAGE CONDUITS WITH INSULATED THROAT BUSHING. F. MECHANICAL EQUIPMENT INDICATED IS SHOWN IN AN APPROXIMATE LOCATION. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. G. CONTRACTOR SHALL COORDINATE WITH AN UNDERGROUND LOCATING SERVICE PRIOR TO COMMENCING WORK. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. COORDINATE WITH OTHER SITE DISCIPLINES. H. SITE LIGHTING AND UTILITY EQUIPMENT SHOWN IN APPROXIMATE LOCATION. COORDINATE EXACT LOCATION WITH CIVIL DRAWINGS, PROPERTY LINES, AND UTILITY COMPANIES PRIOR TO ROUGH-IN. I. REFER TO POLE BASE DETAIL FOR SITE LIGHTING POLE BASE REQUIREMENTS. J. ROUTE CONDUITS IN COMMON TRENCH WHERE POSSIBLE REFER TO TRENCHING DETAIL. JJ JJJ J J J OS PC TC D S OS 2 S S F X XS ENERGY CODE COMMISSIONING COMPLIANCE NOTES SECTION 408 SYSTEM COMMISSIONING IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL BELOW NOTED DOCUMENTS WITHIN 90 DAYS OF CERTIFICATE OF OCCUPANCY: A. AS-BUILT DRAWINGS - DRAWINGS SHALL INCLUDE THE LOCATION AND PERFORMANCE DATA OF ALL PIECES OF MECHANICAL EQUIPMENT. B. OPERATING AND MAINTENANCE MANUALS - MANUALS SHALL INCLUDE THE FOLLOWING: 1. SUBMITTAL DATA ON ALL PIECES OF EQUIPMENT REQUIRING MAINTENANCE. 2. MANUFACTURER'S OPERATIONS AND MAINTENANCE DATA ON ALL PIECES OF EQUIPMENT. ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED.3. NAME AND ADDRESS AND PHONE NUMBER OF OF AT LEAST ONE (1) SERVICE PROVIDED. 4. LIGHTING CONTROL SYSTEMS MAINTENANCE AND CALIBRATION INFORMATION INCLUDING WIRING DIAGRAMS, EQUIPMENT AND SYSTEM SCHEMATICS, AND CONTROL SEQUENCES OF OPERATIONS. DESIRED OR FIELD DETERMINED SETPOINTS SHALL BE PERMANENTLY RECORDED ON CONTROL DRAWINGS AT ALL CONTROL DEVICES, OR FOR DIGITAL CONTROL SYSTEMS, IN THE SYSTEM PROGRAMMING INSTRUCTIONS. 5. A NARRATIVE ON HOW EACH LIGHTING SYSTEM IN INTENDED TO OPERATE, INCLUDING RECOMMENDED SETPOINTS. C. LIGHTING SYSTEM FUNCTIONAL TESTING REQUIREMENTS FUNCTIONAL TESTING - ALL AUTOMATIC LIGHTING CONTROL SYSTEM SHALL BE FULLY TESTED TO ENSURE THE CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, P[ROGRAMMED, AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE APPROVED PARTY THAT WILL CONDUCT THE FUNCTIONAL TESTING ON THE AUTOMATIC LIGHTING CONTROL SYSTEM SHALL BE DEFERRED. WHERE OCCUPANT SENSORS, TIME SWITCHES, PROGRAMMABLE CONTROLS, PHOTOSENSORS OR DAYLIGHTING CONTROLS ARE INSTALLED, THE FOLLOWING PROCEDURES SHALL BE PREFORMED: 1. CONFIRM THAT THE PLACEMENT, SENSITIVITY AND TIME-OUT ADJUSTMENTS FOR OCCUPANT SENSORS YIELD ACCEPTABLE PERFORMANCE. 2. CONFIRM THAT THE TIME SWITCHES AND PROGRAMMABLE SCHEDULE CONTROLS ARE PROGRAMMED TO TURN THE LIGHTS OFF. 3. CONFIRM THAT THE PLACEMENT AND SENSITIVITY ADJUSTMENTS FOR PHOTOSENSOR CONTROLS REDUCE ELECTRIC LIGHT BASED ON THE AMOUNT OF USABLE DAYLIGHT IN THE SPACE AS SPECIFIED. D. FINAL LIGHTING SYSTEM FUNCTIONAL REPORT - A REPORT OF TEST PROCEDURES AND RESULTS IDENTIFIED AS THE "FINAL LIGHTING CONTROL REPORT" SHALL BE DELIVERED TO THE BUILDING OWNER. THE REPORT SHALL INCLUDE THE FOLLOWING: 1. LIST OF FUNCTIONAL TESTS USED DURING THE COMMISSIONING PROCESS ON EACH PIECE OF EQUIPMENT. 2. RESULTS OF ALL FUNCTIONAL TESTS ON ALL PIECES OF EQUIPMENT. 3. LIST OF DEFICIENCIES FOUND AND CORRESPONDING CORRECTIVE MEASURES EITHER IMPLEMENTED OR PROPOSED ON EACH PIECE OF EQUIPMENT. 4. LIST OF EQUIPMENT NOT ABLE TO BE FUNCTIONALLY TESTED DUE TO CURRENT CLIMATE CONDITIONS. THESE PIECES OF EQUIPMENT WILL FUNCTIONALLY TESTED ONCE CLIMATE CHANGES ALLOW.erstaddate:date:date:date: drawn:drawn:drawn:drawn: checked:checked:checked:checked: project:project:project:project: This document is the This document is the This document is the This document is the property of erstad property of erstad property of erstad property of erstad ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is protected by U.S. and protected by U.S. and protected by U.S. and protected by U.S. and international laws. Use, international laws. Use, international laws. Use, international laws. 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This document may not be This document may not be This document may not be This document may not be used in any unauthorized used in any unauthorized used in any unauthorized used in any unauthorized manner. manner. manner. manner. ©2019201920192019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301 e0.00 electrical cover sheetnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg klklklkl gwbgwbgwbgwb 12.20.201912.20.201912.20.201912.20.2019 180404180404180404180404 PERMIT SET no. desc. date 12/20/2019 erstaddate:date:date:date: drawn:drawn:drawn:drawn: checked:checked:checked:checked: project:project:project:project: This document is the This document is the This document is the This document is the property of erstad property of erstad property of erstad property of erstad ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is protected by U.S. and protected by U.S. and protected by U.S. and protected by U.S. and international laws. Use, international laws. Use, international laws. Use, international laws. Use, reproduction, or reproduction, or reproduction, or reproduction, or modification of this modification of this modification of this modification of this document without first document without first document without first document without first obtaining written obtaining written obtaining written obtaining written permission of erstad permission of erstad permission of erstad permission of erstad ARCHITECTS is prohibited. ARCHITECTS is prohibited. ARCHITECTS is prohibited. ARCHITECTS is prohibited. This document may not be This document may not be This document may not be This document may not be used in any unauthorized used in any unauthorized used in any unauthorized used in any unauthorized manner. manner. manner. manner. ©2019201920192019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301 e0.01 electrical energy codenna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg klklklkl gwbgwbgwbgwb 12.20.201912.20.201912.20.201912.20.2019 180404180404180404180404 PERMIT SET no. desc. date 12/20/2019 Kurt Lechtenberg 12/20/19 Kurt Lechtenberg 12/20/19 J J J J M J J J J J 727 727 727 727 TTB LCP A 839 839 889851 944 833 869 846 914 823 871 P1 P1 P1 P1 881 FP1 FP1 917875 A -1 702 A -3 702 A -5 702 A -2 944 854 A -4A -6 1"C-2#10,1#10G A -63 A -61 743743 702702895 895 erstaddate:date:date:date: drawn:drawn:drawn:drawn: checked:checked:checked:checked: project:project:project:project: This document is the This document is the This document is the This document is the property of erstad property of erstad property of erstad property of erstad ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is protected by U.S. and protected by U.S. and protected by U.S. and protected by U.S. and international laws. Use, international laws. Use, international laws. Use, international laws. Use, reproduction, or reproduction, or reproduction, or reproduction, or modification of this modification of this modification of this modification of this document without first document without first document without first document without first obtaining written obtaining written obtaining written obtaining written permission of erstad permission of erstad permission of erstad permission of erstad ARCHITECTS is prohibited. ARCHITECTS is prohibited. ARCHITECTS is prohibited. ARCHITECTS is prohibited. This document may not be This document may not be This document may not be This document may not be used in any unauthorized used in any unauthorized used in any unauthorized used in any unauthorized manner. manner. manner. manner. ©2019201920192019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301 e1.00 electrical site plannna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg klklklkl gwbgwbgwbgwb 12.20.201912.20.201912.20.201912.20.2019 180404180404180404180404 PERMIT SET no. desc. date 1" = 10'-0" electrical site plan KEYED NOTES NOTE USED FOR CALLOUT 702 ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL. RE:LIGHTING CONTROL PANEL SCHEDULE 727 CONNECTION TO SIGNAGE OR DIRECTION SIGNS. COORDINATE AND VERIFY EXACT LOCATION AND CONNECTION REQUIREMENTS WITH SIGN CONTRACTOR PRIOR TO BEGINNING ROUGH-IN. 743 FLAG POLE LIGHT FIXTURE MOUNTED ON FLAG POLE. COORDINATE MOUNTING HEIGHT WITH ARCHITECT AND FLAG POLE INSTALLER. COORDINATE FIXTURE FINISH WITH ARCHITECT PRIOR TO ORDERING. FURNISH AND INSTALL ALL HAND HOLES, WIRING AND EQUIPMENT REQUIRED FOR A COMPLETE AND FUNTIONING SYSTEM. 823 (1)4" CONDUIT FOR PHONE SERVICE AND (1)2" CONDUIT FOR CATV SERVICE. COORDINATE INSTALLATIONS REQUIREMENTS AND STUB-OUT LOCATION WITH LOCAL UTILITIES. COORDINATE UTILITY LOCATION PRIOR TO ROUGH-IN. PROVIDE CONDUIT AS REQUIRED. MARK LOCATION WITH MONUMENT MARKER. PROVIDE PULL-LINE WITH EACH CONDUIT. 833 ROCKY MOUNTAIN POWER 208/120 VOLT, 3-PHASE TRANSFORMER ON CONCRETE PAD. COORDIANTE ALL WORK AROUND UTILITY TRANSFORMERS WITH UTILITY COMPANY. ROCKY MOUNTAIN POWER CONTACT IS HARLEY LAURSEN, (208) 359-4237. 839 FURNISH AND INSTALL WEATHERPROOF JUNCTION BOX ON FRONT OF CANOPY FOR DRIVE THRU SIGNAGE. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH SIGN CONTRACTOR AND INSTALLER PRIOR TO BEGINNING ROUGH-IN. CONNECT TO DRIVE THRU SIGNAGE SWITCHES SHOWN ON THE LIGHTING PLAN. 846 REFER TO THE POWER PLAN AND ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION ON THE ELECTRICAL SERVICE. 851 ELECTRICAL CONNECTION TO ATM MACHINE. COORDINATE ELECTRICAL CONNECTION TO ATM WITH EQUIPMENT SUPPLIER AND INSTALLER PRIOR TO BEGINNING WORK. 854 ROUTE UNDERGROUND FROM THE ATM MACHINE (1) 4" CONDUIT WITH (4) PULLSTRINGS FOR ATM LOW-VOLTAGE CABLING. STUB THIS CONDUIT INTO THE SERVER ROOM ADJACENT TO THE OWNER'S DATA RACK, RIGHT NEXT TO WALL. COORDINATE EQUIPMENT SUPPLIER IF INNER DUCTS WILL BE REQUIRED. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL THE VIDEO SURVEILLANCE CABLE FROM THE ATM TO THE VIDEO SURVEILLANCE SYSTEM AND ALARM CABLE FROM ATM TO THE ALARM CONTROL CABINET. EQUIPMENT SUPPLIER SHALL PROVIDE THE COMMUNICATIONS CABLING AND RSI CABLING AND THESE SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR. COORDINATE ALL WORK WITH EQUIPMENT SUPPLIER AND INSTALLER PRIOR TO BEGINNING ROUGH-IN. 869 CT ENCLOSURE AND METER ON STRUT LOCATED ADJACENT TO THE UTILITY TRANSFORMER, REFER TO THE ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION. 871 APPROXIMATE LOCATION OF NEW UTILITY POLE, FURNISH AND INSTALLED BY LOCAL UTILITY COMPANY. 875 FURNISH AND INSTALL INGRADE JUNCTION BOX FOR FUTURE MONUMENT SIGN AND ROUTE 1" CONDUIT AND CONDUCTORS NOTED TO THE FUTURE LOCATION OF THE 'LCP'. COORDINATE EXACT LOCATION WITH CIVIL AND OWNER PRIOR TO INSTALLING. 881 FURNISH AND INSTALL CONDUIT BETWEEN NEW TRANSFORMER AND UTILITY POLE, REFER TO THE ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION. COORDINATE ALL WORK WITH LOCAL UTILITY COMPANY. 889 ELECTRICAL CONNECTION TO CUSTOMER UNIT. STUB CONDUIT UP 1" MAXIMUM INTO CUSTOMER UNIT. COORDINATE EXACT LOCATION OF CUSTOMER UNIT AND STUB UP LOCATION WITH OTHER TRADES PRIOR TO BEGINNING WORK. COORDINATE WITH PNEUMATIC TUBE SUPPLIER AND INSTALLER FOR ADDITIONAL INFORMATION PRIOR TO BEGINNING ANY WORK. 895 UNDERGROUND SECONDARY. REFER TO THE ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION. 914 REFER TO THE SPECIAL SYSTEMS PLAN AND ELECTRICAL DETAILS FOR ADDITIONAL INFORMATION ON THE TELEPHONE TERMINAL BOARD. 917 FURNISH AND INSTALL INGRADE JUNCTION BOX FOR MONUMENT SIGN AND ROUTE 1" EMPTY CONDUIT WITH PULLSTRING TO THE TELEPHONE TERMINAL BOARD. STUB TO 12" ABOVE FLOOR AT TTB AND CAP. PROVIDE LABEL ON CONDUIT NOTING "PYLON SIGN". COORDINATE EXACT LOCATION WITH CIVIL AND OWNER PRIOR TO INSTALLING. 944 ROUTE 1-1/2" EMPTY CONDUIT WITH PULLSTRING FROM CUSTOMER UNIT, UNDERGROUND AND UP WALL TO JUNCTION BOX LOCATED IN THE TELLER'S KNEE SPACE. REFER TO THE SPECIAL SYSTEMS PLAN FOR JUNCTION BOX LOCATION AND ADDITIONAL INFORMATION. CONDUIT SHALL STUB UP 1" MAXIMUM AT CUSTOMER UNIT. COORDINATE EXACT LOCATION OF CUSTOMER UNIT AND STUB UP LOCATION WITH OTHER TRADES PRIOR TO BEGINNING WORK. COORDINATE WITH PNEUMATIC TUBE SUPPLIER AND INSTALLER FOR ADDITIONAL INFORMATION PRIOR TO BEGINNING ANY WORK. 12/20/2019 REF.DDDDD D D DOSOS OS OS OS OSOSOS OS OS D D D DOR 1 1 2 2 3 3 6 6 8 8 11 11 ll kk ii hh g g ff c c 5 5 7 7 10 b b a a j j 12 4 4 e e d d entry vestibule 101 lounge 108 officer's deck 103 walkway 102 vault 106 teller line 104 teller storage 105 mens 117 womens 116 breakroom 115 mech/elec 114 i.t./server 113 office 112 office 111 office 110 office 109 GL2 GL2 GL2 GL2 GL2 GL2 GL2 GL2 GL2 GL2 GL1 GL1 GL3 GL3 GL3GL3GL3GL3 GL3 GL3 GL3 GL3 GL3 GL3 GL3 GL3 GL3 GL3 GL3GL3GL3GL3GL3GL3 GL3GL3GL3 GL3GL3GL3 GL3 GL3 GL3 GL3 GL3 GL3 GL3 GL3GL3GL3 RR2 RR2 RR2 RR2RR2 RR2 RR2 RR2 RR2RR2 RR2 RR2 RR2 SD2 SD2 SD2 SD2 SD2 SD2 SD2 SD2PD5 RR1 RR1 RR1 RR1 RR1 FL1 FL1FL1 FL1 EX1 EG1 EX1 RR3RR3RR3RR3 RR3 RR3 RR3 PD1 PD2 PD3 RR3 RR3 RR3 RR3 RR3RR3RR3 RR2 WL1 WL1 WL1 WL1 LCP A TTB NL NL NL NLNL723 723 723723 723 714 721 722722722722 724724 711 711 711 711 711711711 742 NL723 EX1 5.6 5.8 6.3 6.7 9.1 g.1 j.5 6.4 13 GL3 BL1 BL1 BL1 BL1 SD1 conference room 107 a b c d e a,b a,b a,b c c c c c c cccccc c c c c c c c c c f dd d d d e e e e e e e e f f f f f f f f e e e e e A -59 702 733 A -65 732 732732 A -66 733 733 733 733 A -67 733 A -68 A -69 702 A -71702 707 707 707 717 717 717 717 717 717 717 717 WL3 WL3 WL3 WL3 A -70 702 712 711 709 709 709709 709709 720 712 720720720 720 720 720 709 709 710 731731 932 735 735 735 735 703 erstaddate:date:date:date: drawn:drawn:drawn:drawn: checked:checked:checked:checked: project:project:project:project: This document is the This document is the This document is the This document is the property of erstad property of erstad property of erstad property of erstad ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is protected by U.S. and protected by U.S. and protected by U.S. and protected by U.S. and international laws. Use, international laws. Use, international laws. Use, international laws. Use, reproduction, or reproduction, or reproduction, or reproduction, or modification of this modification of this modification of this modification of this document without first document without first document without first document without first obtaining written obtaining written obtaining written obtaining written permission of erstad permission of erstad permission of erstad permission of erstad ARCHITECTS is prohibited. ARCHITECTS is prohibited. ARCHITECTS is prohibited. ARCHITECTS is prohibited. This document may not be This document may not be This document may not be This document may not be used in any unauthorized used in any unauthorized used in any unauthorized used in any unauthorized manner. manner. manner. manner. ©2019201920192019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301 e2.00 lighting plannna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg klklklkl gwbgwbgwbgwb 12.20.201912.20.201912.20.201912.20.2019 180404180404180404180404 PERMIT SET no. desc. date 1/4" = 1'-0" lighting plan KEYED NOTES NOTE USED FOR CALLOUT 702 ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL. RE:LIGHTING CONTROL PANEL SCHEDULE 703 PROVIDE MOMENTARY LOW-VOLTAGE OVERRIDE SWITCH WITH CABLING BACK TO LIGHTING CONTROL PANEL AS REQUIRED. SWITCH SHALL BE LABELED 'OVERRIDE' AND PROVIDE 2 HOURS OF OPERATION FOR THE LIGHTING DURING NON-BUSINESS HOURS. 707 PENDANT FIXTURES IN THIS AREA HAVE DIFFERENT MOUNTING HEIGHTS, COORDINATE EXACT CONFIGURATION AND MOUNTING OF PENDANT FIXTURES WITH ARCHITECT PRIOR TO BEGINNING ROUGH-IN. FURNISH AND INSTALL ALL EQUIPMENT REQUIRED FOR A COMPLETE AND FUNCTIONING SYSTEM. 709 COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL DRAWINGS PRIOR TO BEGINNING ROUGH-IN. 710 LIGHTING CONTROL PANEL, REFER TO SHEET e3.1. 711 RECESSED CAN LIGHT FIXTURE MOUNTED IN CANOPY OR SOFFIT. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION ON CANOPY OR SOFFIT PRIOR TO BEGINNING ROUGH-IN. 712 EMERGENCY LIGHT INDICATOR/TEST SWITCH SHALL BE INTERGRAL TO THE FIXTURE, NO EXCEPTIONS. 714 EMERGENCY EGRESS FIXTURE MOUTING HEIGHT SHALL BE COORDINATED WITH ARCHITECT PRIOR TO BEGINNING ROUGH-IN. COVER FOR EGRESS FIXTURE SHALL BE PAINTED TO MATCH WALL FINISH, COORDINATE WITH MANUFACTURER FOR PREP WORK FOR PAINTING FIXTURE. 717 SURFACE MOUNT FIXTURE TO CEILING AND SUPPORT DIRECTLY FROM STRUCTURE. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION ON THE CEILING AND STRUCTURE IN THIS AREA. 720 RECESSED CAN LIGHT FIXTURE MOUNTED UP HIGH IN CANOPY OR SOFFIT. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION ON CANOPY OR SOFFIT PRIOR TO BEGINNING ROUGH-IN. 721 THESE SWITCHES (a,b) SHALL CONTROL THE DECORATIVE PENDANT FIXTURES LOCATED ENTRY 101. CONNECT TO THE FIXTURES AS REQUIRED. 722 SWITCH(ES) SHOWN SHALL CONTROL THE LIGHT FIXTURES WITH SAME SUB-SCRIPT INDENTIFICATION AND SHALL HAVE ON/OFF, RAISE LOWER AND OVERRIDE FUNCTION. OVERRIDE FUNCTION SHALL ALLOW THE OCCUPANT TO TURN LIGHTS ON FOR 2-HOURS AND THEN FLASH THE ASSOCIATED LIGHTING TO NOTIFY OCCUPANT THAT LIGHTS ARE ABOUT TO BE TURNED OFF. CONNECT SWITCHES TO THE LIGHTING CONTROL PANEL AS REQUIRED. 723 FIXTURE IS ON THE NIGHT LIGHT CIRCUIT. DO NOT SWITCH AND DO NOT ROUTE THROUGH THE LIGHTING CONTROL PANEL. 724 CONNECT THESE (2) SWITCHES TO THE DRIVE-THRU SIGNAGE SHOWN ON THE DRIVE-THRU CANOPY ON THE ELECTRICAL SITE PLAN. COORDINATE CONNECTIONS AND REQUIREMENTS WITH SIGN CONTRACTOR PRIOR TO BEGINNING WORK. COORDINATE SWITCH LOCATIONS WITH OWNER AND SIGN CONTRACTOR PRIOR TO BEGINNING ROUGH-IN. FURNISH AND INSTALL ALL EQUIPMENT REQUIRED FOR A COMPLETE AND FUNCTIONING SYSTEM. 731 CENTER LIGHT FIXTURE SHOWN OVER RESPECTIVE MILLWORK, SINK AND MIRROR. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS AND MILLWORK CONTRACTOR PRIOR TO BEGINNING ROUGH-IN. 732 FURNISH AND INSTALL DIGITAL LOW-VOLTAGE DUAL TECHNOLOGY OCCUPANCY SENSOR(S) AND CONNECT TO ALL THE LIGHTING IN THIS AREA. OCCUPANCY SENSOR SHALL BE INSTALLED SUCH THAT IT WILL TURN LIGHTS OFF WHEN ROOM IS UNOCCUPIED, AFTER 15 MINUTES, AND REQUIRE THE OCCUPANT TO MANUALLY TURN LIGHTS BACK ON WHEN ENTERING THE ROOM. OCCUPANCY SENSOR SHALL BE COMPATIBLE WITH SWITCH AND LIGHTING IN THIS AREA AS REQUIRED. 733 FURNISH AND INSTALL DIGITAL LOW-VOLTAGE DUAL TECHNOLOGY OCCUPANCY SENSOR(S) AND CONNECT TO ALL THE LIGHTING IN THIS AREA. OCCUPANCY SENSOR SHALL BE INSTALLED SUCH THAT IT WILL TURN LIGHTS OFF WHEN ROOM IS UNOCCUPIED, AFTER 15 MINUTES, AND TURN LIGHTS ON TO 50% OUTPUT WHEN OCCUPANT ENTERS ROOM. OCCUPANCY SENSOR SHALL BE COMPATIBLE SWITCH AND LIGHTING IN THIS AREA AS REQUIRED. 735 FIXTURE SUSPENDED TO A HEIGHT OF +9'-6" AFF. FURNISH AND INSTALL FIXTURE UTILIZING AIRCRAFT CABLE, COORDINATE WITH MANUFACTURER FOR REQUIRED ACCESSORIES. FURNISH AND INSTALL ALL EQUIPMENT REQUIRED FOR A COMPLETE AND FUNCTIONING SYSTEM. COORINDATE WITH OTHER TRADES PRIOR TO BEGINNING ROUGHIN. 742 SUSPENDED LIGHT FIXTURE SHALL BE CENTERED OVER TABLE. COORDINATE WITH OWNER AND ARCHITECT FOR EXACT LOCATION PRIOR TO BEGINNING ROUGH-IN AND INSTALLATION. 932 SERVER ROOM IS TO BE 100% COMPLETE AND TURNED OVER TO THE OWNER 30 DAYS PRIOR TO SUBSTANTIAL COMPLETION. COORDINATE WITH OTHER TRADES FOR ALL WORK IN THIS AREA. 12/20/2019 TT TTTTTTT M M TOTO M TO M TO 1 1 2 2 3 3 6 6 8 8 11 11 ll kk ii hh g g ff c c 5 5 7 7 10 b b a a j j 12 4 4 e e d d office 109 office 110 office 111 office 112 i.t./server 113 mech/elec 114 breakroom 115 womens 116 mens 117 teller storage 105 teller line 104 vault 106 walkway 102 officer's deck 103 entry vestibule 101 lounge 108 A LCP EF 3 EF 1 EF 2 FC 1 TTB 801 801801 801 801 801 801 801 801 EH 3 EH 2 EH 1 EF 4 5.6 5.8 6.3 6.7 9.1 g.1 j.5 6.4 13 conference room 107 A -72,74 805 30/2 A -76,78 30/2 805 A -80 EH 4 A -73,75 808808 AC A -77 892 892 932 841 ZD 1 A -79,81 805 A -82,84 WH-1 807 A -102 RP-1 894 893 A -101 erstaddate:date:date:date: drawn:drawn:drawn:drawn: checked:checked:checked:checked: project:project:project:project: This document is the This document is the This document is the This document is the property of erstad property of erstad property of erstad property of erstad ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is protected by U.S. and protected by U.S. and protected by U.S. and protected by U.S. and international laws. Use, international laws. Use, international laws. Use, international laws. Use, reproduction, or reproduction, or reproduction, or reproduction, or modification of this modification of this modification of this modification of this document without first document without first document without first document without first obtaining written obtaining written obtaining written obtaining written permission of erstad permission of erstad permission of erstad permission of erstad ARCHITECTS is prohibited. ARCHITECTS is prohibited. ARCHITECTS is prohibited. ARCHITECTS is prohibited. This document may not be This document may not be This document may not be This document may not be used in any unauthorized used in any unauthorized used in any unauthorized used in any unauthorized manner. manner. manner. manner. ©2019201920192019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301 e2.01 mechanical power plannna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg klklklkl gwbgwbgwbgwb 12.20.201912.20.201912.20.201912.20.2019 180404180404180404180404 PERMIT SET no. desc. date KEYED NOTES NOTE USED FOR CALLOUT 801 1/2" CONDUIT TO CORRESPONDING MECHANICAL UNIT. BOX, CONDUIT, AND CONDUCTORS TO BE PROVIDED BY ELECTRICAL CONTRACTOR. LEAVE 12" SLACK AT BOX AND MECHANICAL UNIT. MECHANICAL CONTRACTOR TO MAKE FINAL CONNECTIONS. COORDINATE BOX SIZE AND QUANTITY OF CONDUCTOR(S) WITH MECHANICAL CONTRACTOR. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. 805 FIELD COORDINATE DISCONNECT AND MECHANICAL UNIT LOCATION WITH MECHANICAL CONTRACTOR TO MAINTAIN ALL REQUIRED CLEARANCES. 807 FURNISH AND INSTALL ELECTRICAL CONNECTION TO WATER HEATER AND ALL ASSOCIATED DEVICES AND EQUIPMENT. COORDINATE LOCATION AND REQUIREMENTS WITH PLUMBING CONTRACTOR. 808 CONNECT TO LIGHTING IN THIS AREA. COORDINATE CONTROL CONNECTION WITH MECHANICAL CONTRACTOR. 841 FURNISH AND INSTALL 3/4" CONDUIT AND CONDUCTORS AS REQUIRED FROM OUTDOOR UNIT TO INDOOR UNIT'S DISCONNECT SWITCH FOR POWER. ROUTED CONTROL WIRING FROM OUTDOOR UNIT TO INDOOR UNIT. COORDINATE ROUTING WITH EXISTING CONDITIONS. CAULK AND SEAL ALL PENETRATIONS AND MAKE WATERTIGHT. COORDINATE WITH MECHANICAL CONTRACTOR AND EXISTING CONDITIONS PRIOR TO BEGINNING WORK. CONNECT CONDENSATE PUMP AS REQUIRED, COORDINATE WITH MECHANICAL CONTRACTOR. 892 COORDINATE SWITCH LOCATION WITH MECHANICAL CONTRACTOR AND ARCHITECT PRIOR TO BEGINNING ROUGH-IN. FURNISH AND INSTALL ENGRAVED LABEL THAT READS "EXHAUST FAN". 893 FURNISH AND INSTALL ELECTRICAL CONNECTION FOR CONDENSATE PUMP. COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TO BEGINNING WORK. FURNISH AND INSTALL ALL ELECTRICAL FOR A COMPLETE AND FUNCTIONING SYSTEM. 894 FURNISH AND INSTALL ELECTRICAL CONNECTION TO RECIRC PUMP AND ALL ASSOCIATED DEVICES AND EQUIPMENT. COORDINATE LOCATION AND REQUIREMENTS WITH PLUMBING CONTRACTOR. 932 SERVER ROOM IS TO BE 100% COMPLETE AND TURNED OVER TO THE OWNER 30 DAYS PRIOR TO SUBSTANTIAL COMPLETION. COORDINATE WITH OTHER TRADES FOR ALL WORK IN THIS AREA. 1/4" = 1'-0" mechanical power plan 12/20/2019 1 1 2 2 3 3 6 6 8 8 11 11 ll kk ii hh g g ff c c 5 5 7 7 10 b b a a j j 12 4 4 e e d d office 109 office 110 office 111 office 112 i.t./server 113 mech/elec 114 breakroom 115 womens 116 mens 117 teller storage 105 teller line 104 vault 106 walkway 102 officer's deck 103 entry vestibule 101 lounge 108 A LCP +48" +48" +48" +48" AC GFI AC GFI +72" AC GFI AC GFI WP GFI WP GFI 810 810 810 888 887 810 810 810 810 810 +72" 828 810 810 810 810810 829 829 829 829 810 828 864 +48" GFI GFI GFI 810 810 809 809 809 809 836 AC AC GFI 863 830 891 890 5.6 5.8 6.3 6.7 9.1 g.1 j.5 6.4 13 +72" 828 conference room 107 A -10 A -8 A -12 A -14 A -7 A -9A -11 A -13 A -15 A -17 A -22 A -20 A -19 A -21 A -23 A -24 A -25 A -26 A -30 A -28 A -27 A -33 A -31 A -29 A -32 A -41 A -37 A -39 A -35 A -36 A -38A -40 A -42A -43A -44 A -45 A -47 A -48 A -52 A -50 A -51 A -49 932 A -16 A -34 A -18 erstaddate:date:date:date: drawn:drawn:drawn:drawn: checked:checked:checked:checked: project:project:project:project: This document is the This document is the This document is the This document is the property of erstad property of erstad property of erstad property of erstad ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is protected by U.S. and protected by U.S. and protected by U.S. and protected by U.S. and international laws. Use, international laws. Use, international laws. Use, international laws. Use, reproduction, or reproduction, or reproduction, or reproduction, or modification of this modification of this modification of this modification of this document without first document without first document without first document without first obtaining written obtaining written obtaining written obtaining written permission of erstad permission of erstad permission of erstad permission of erstad ARCHITECTS is prohibited. ARCHITECTS is prohibited. ARCHITECTS is prohibited. ARCHITECTS is prohibited. This document may not be This document may not be This document may not be This document may not be used in any unauthorized used in any unauthorized used in any unauthorized used in any unauthorized manner. manner. manner. manner. ©2019201920192019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301 e2.02 power plannna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg klklklkl gwbgwbgwbgwb 12.20.201912.20.201912.20.201912.20.2019 180404180404180404180404 PERMIT SET no. desc. date KEYED NOTES NOTE USED FOR CALLOUT 809 FURNISH AND INSTALL HUBBELL FLOOR BOX NO. CFB4G30CR-CFBS1R8CVRBLK-(2)FBMPDUP-(2)FMBPREC, NO SUBSTITUTIONS. FURNISH AND INSTALL ALL EQUIPMENT REQUIRED FOR INSTALLATION IN CONCRETE FLOOR WITH CARPET. FURNISH AND INSTALL ALL EQUIPMENT REQUIRED FOR A COMPLETE AND FUNCTIONING SYSTEM. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS PRIOR TO BEGINNING ROUGH-IN. CONTRACTOR SHALL COORDINATE COVER COLOR WITH ARCHITECT AND OWNER PRIOR TO ORDERING, COLOR HAS BEEN NOTED AS POWDER COATED BLACK. PRIOR TO BEGINNING WORK, ELECTRICAL CONTRACTOR SHALL PROVIDE TO THE ARCHITECT AND OWNER A DIMENSIONED SHOP DRAWING SHOWING THE EXACT LOCATION OF FLOOR BOX FOR APPROVAL. ONCE WRITTEN APPROVAL FROM THE ARCHITECT AND OWNER HAS BEEN ISSUED, THE ELECTRICAL CONTRACTOR MAY BEGIN ROUGH-IN. 810 RECEPTACLE MOUNTED IN MILLWORK AND/OR UNDER COUNTER. COORDINATE WITH ARCHITECTURAL DRAWINGS AND MILLWORK CONTRACTOR FOR MOUNTING HEIGHT PRIOR TO BEGINNING ROUGH-IN. COORDINATE ROUTING OF CONDUIT AND CONDUCTORS WITH MILLWORK CONTRACTOR. CONCEAL CONDUIT IN MILLWORK. 828 FURNISH AND INSTALL RECESSED TV WALL BOX AT HEIGHT NOTED. IF NO HEIGHT NOTED, COORDINATE EXACT MOUNTING HEIGHT WITH ARCHITECT AND OWNER PRIOR TO BEGINNING ROUGH-IN. TV WALL BOX SHALL BE HUBBELL FLAT PANEL CONNECTION ENCLOSURE NSAV62M-NSAV6C-NSOKP-(2)1MF1W. MOUNT RECEPTACLE ON THE INTERIOR OF WALL BOX, LEFT OR RIGHT SIDE. THIS WILL LEAVE THE TOP AND BOTTOM OPEN FOR ROUTING LOW-VOLTAGE CABLES. NO SUBSTITUTIONS ALLOWED FOR WALL BOX. COORDINATE WITH OWNER'S LOW-VOLTAGE CONTRACTOR FOR REQUIRED ACCESSORIES PRIOR TO ORDERING. 829 RECEPTACLE MOUNTED UNDER COUNTER, NOT LOWER THAN 4" BELOW COUNTERTOP. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT. COORDINATE ROUTING OF CONDUIT AND CONDUCTORS WITH MILLWORK CONTRACTOR, CONCEAL CONDUIT IN MILLWORK. 830 MICROWAVE MOUNTED ON COUNTER, COORDINATE WITH MILLWORK CONTRACTOR PRIOR TO BEGINNING ROUGH-IN. 836 FURNISH AND INSTALL ELECTRICAL CONNECTION TO NIGHT DROP EQUIPMENT. COORDINATE WITH EQUIPMENT SUPPLIER AND CONTRACTOR FOR EXACT LOCATION AND REQUIREMENTS. FURNISH AND INSTALL ALL EQUIPMENT REQUIRED FOR A COMPLETE AND FUNCTIONING SYSTEM. 863 FURNISH AND INSTALL GFI BREAKER OR LOCATE DEVICE TO ENSURE ACCESSIBLITY PER NEC REQUIREMENTS. 864 FURNISH AND INSTALL UPS RECEPTACLE, COORDINATE WITH OWNER FOR EXACT REQUIREMENTS PRIOR TO BEGINNING ROUGH-IN AND WORK. 887 FURNISH AND INSTALL RECEPTACLE IN TELLER'S KNEE SPACE AREA ADJACENT TO THE TELLER'S DRAWER FOR TELLER'S DRAWER POWER AND HEATER CONNECTION. COORDINATE EXACT LOCATION OF RECEPTACLES WITH ARCHITECTURAL DRAWINGS, MILLWORK CONTRACTOR AND PNEUMATIC TUBE SYSTEM INSTALLER PRIOR TO BEGINNGIN ROUGH-IN. 888 FURNISH AND INSTALL DOUBLE DUPLEX RECEPTACLE IN TELLER'S KNEE SPACE AREA ADJACENT TO THE LOW-VOLTAGE JUNCTION BOX SHOWN ON THE SPECIAL SYSTEMS PLAN FOR PNEUMATIC TUBE SYSTEM EQUIPMENT, CAMERAS AND ADDITIONAL EQUIPMENT. COORDINATE EXACT LOCATION OF RECEPTACLE WITH ARCHITECTURAL DRAWINGS, MILLWORK CONTRACTOR AND PNEUMATIC TUBE SYSTEM INSTALLER PRIOR TO BEGINNGIN ROUGH-IN. 890 FURNISH AND INSTALL (1) 1 1/4" EMPTY CONDUIT WITH PULLSTRING FROM IRRIGATION CONTROLLER AND STUB INTO NEAREST PLANTER. COORDINATE WITH IRRIGATION CONTRACTOR AND LANDSCAPE ARCHITECT FOR ADDITIONAL INFORMATION PRIOR TO BEGINNING WORK. 891 FURNISH AND INSTALL ELECTRICAL CONNECTION TO IRRIGATION CONTROLLER. COORDINATE IRRIGATION CONTROLLER LOCATION WITH IRRIGATION CONTRACTOR AND LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. 932 SERVER ROOM IS TO BE 100% COMPLETE AND TURNED OVER TO THE OWNER 30 DAYS PRIOR TO SUBSTANTIAL COMPLETION. COORDINATE WITH OTHER TRADES FOR ALL WORK IN THIS AREA. 1/4" = 1'-0" power plan 12/20/2019 J J J J J JTVJ J V SP V J TVJ SP SP SP SPSP VJTV 1 1 2 2 3 3 6 6 8 8 11 11 ll kk ii hh g g ff c c 5 5 7 7 10 b b a a j j 12 4 4 e e d d office 109 office 110 office 111 office 112 i.t./server 113 mech/elec 114 breakroom 115 womens 116 mens 117 teller storage 105 teller line 104 vault 106 walkway 102 officer's deck 103 entry vestibule 101 lounge 108 +72" 943 943 2D 905 +72" 2D 2D 2D 2D 930 911 929 926 926 926 905 2D12"x4"ø12"x4"ø 12"x4"ø TTB A LCP 931 902 919 918 920 927 932 938 2D 936 2D 2D 936 936 906 906 937 937 2D 935 2D 2D 2D 905 905 905 906 906 906 2D 2D 2D 2D 907 907 907907 922 922 922 922 ZONE 1 ZONE 1 909 910 2DZONE 3 910 905 906 929 2D 905 942 906 2D +72" 2D +72"905 930 911 929 906 905 906 ZONE 3ZONE 3 909909 ZONE 2 ZONE 2 ZONE 2909 909 909 ZONE 2 910 3D 3D 3D 903 903 903 926 926 926 928 3D 3D3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 905 905 905 905 905 905 905 905 905 935 935 935 5.6 5.8 6.3 6.7 9.1 g.1 j.5 6.4 13 943 +72" 2D +72" 930 911 945 945 925 conference room 107 A -83 A -85 erstaddate:date:date:date: drawn:drawn:drawn:drawn: checked:checked:checked:checked: project:project:project:project: This document is the This document is the This document is the This document is the property of erstad property of erstad property of erstad property of erstad ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is protected by U.S. and protected by U.S. and protected by U.S. and protected by U.S. and international laws. Use, international laws. Use, international laws. Use, international laws. Use, reproduction, or reproduction, or reproduction, or reproduction, or modification of this modification of this modification of this modification of this document without first document without first document without first document without first obtaining written obtaining written obtaining written obtaining written permission of erstad permission of erstad permission of erstad permission of erstad ARCHITECTS is prohibited. ARCHITECTS is prohibited. ARCHITECTS is prohibited. ARCHITECTS is prohibited. This document may not be This document may not be This document may not be This document may not be used in any unauthorized used in any unauthorized used in any unauthorized used in any unauthorized manner. manner. manner. manner. ©2019201920192019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301 e2.03 special systems plannna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg klklklkl gwbgwbgwbgwb 12.20.201912.20.201912.20.201912.20.2019 180404180404180404180404 PERMIT SET no. desc. date KEYED NOTES NOTE USED FOR CALLOUT 902 TELEPHONE TERMINAL BOARD. REFER TO THE ELECTRICAL DETAILS FOR ADDITIONAL INFORMATION. 903 FLOOR BOX, REFER TO THE POWER PLAN FOR ADDITIONAL INFORMATION. 905 STUB 1" CONDUIT TO CEILING STRUCTURE ABOVE ACCESSIBLE CEILING, TERMINATE CONDUIT WITH INSULATED THROAT BUSHING. WHERE CABLES WILL BE ROUTED THROUGH OPEN TO STRUCTURE SPACES, CONDUIT SHALL BE USED SO CABLING IS NOT VISIBLE FROM BELOW. FURNISH AND INSTALL J-HOOKS AT 36" ON CENTER FOR ROUTING CABLES ABOVE ACCESSIBLE CEILINGS. 906 DATA OUTLET MOUNTED IN MILLWORK. COORDINATE LOCATION, INSTALLATION AND CONDUIT ROUTING WITH MILLWORK CONTRACTOR AND ARCHITECTURAL DRAWINGS PRIOR TO BEGINNING ROUGH-IN. 907 DATA OUTLET MOUNTED BELOW COUNTER IN MILLWORK, NOT LOWER THAN 4" BELOW COUNTERTOP. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. DATA CABLES NOTED SHALL BE ROUTED WITHIN MILLWORK AND NOT INSTALLED IN CONDUIT. SUPPORT CONDUCTORS AS REQUIRED. 909 FURNISH AND INSTALL CEILING MOUNTED SPEAKER. SPEAKER SHALL BE ATLAS SOUNDOLIER BT720-PR411-FA81-4-E410, NO SUBSTITUTIONS. CENTER SPEAKER IN CEILING TILE, COORDINATE WITH ARCHITECTURAL DRAWINGS. CONNECT ALL SPEAKERS ON THIS ZONE AND ROUTE AND CONNECT SPEAKER HOME RUN TO AMPLIFIER IN SERVER ROOM AS REQUIRED. CONCEAL SPEAKER CABLES WHERE POSSIBLE AND ROUTE UP AS HIGH AS POSSIBLE. COORDINATE WITH OTHER TRADES PRIOR TO BEGINNING ROUGH-IN. UTILIZE CABLE TRAY WHERE POSSIBLE FOR ROUTING CABLES. 910 FURNISH AND INSTALL VOLUME CONTROLLER FOR CONTROL OF SPEAKERS ON RESPECTIVE ZONE. ATTENUATOR SHALL BE ATLAS SOUNDOLIER AT10, NO SUBSTITUTIONS. CONNECT ALL SPEAKERS ON THIS ZONE TO THIS VOLUME CONTROLER AND CONNECT TO AMPLIFIER IN SERVER ROOM AS REQUIRED. CONCEAL SPEAKER CABLES WHERE POSSIBLE AND ROUTE UP AS HIGH AS POSSIBLE. COORDINATE WITH OTHER TRADES PRIOR TO BEGINNING ROUGH-IN. UTILIZE CABLE TRAY WHERE POSSIBLE FOR ROUTING CABLES. 911 TV WALL BOX, REFER TO THE POWER PLAN FOR ADDITIONAL INFORMATION. STUB 2" CONDUIT FROM WALL BOX, UP WALL AND STUB TO ABOVE THE ACCESSIBLE CEILING OR INTO STRUCTURE SPACE IF NO ACCESSIBLE CEILING. TERMINATE CONDUIT INSULATED THROAT BUSHING. 918 FURNISH AND INSTALL CROWN 160MA AMPLIFIER FOR SOUND SYSTEM. INSTALL IN OWNER PROVIDED DATA RACK. ROUTE ALL SPEAKER CABLES AND VOLUME CONTROLS BACK TO THIS LOCATION AND CONNECT AS REQUIRED. COORDINATE MOUNTING AMPLIFIER ON SHELF WITH OTHER OWNER PROVIDED EQUIPMENT AND COORDINATE EXACT LOCATION. FURNISH AND INSTALL ALL ELECTRICAL REQUIRED FOR A COMPLETE AND FUNCTIONING SYSTEM. 919 APPROXIMATE LOCATION OF SECURITY HEAD-END EQUIPMENT. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH SECURITY CONTRACTOR AND OWNER PRIOR TO BEGINNING ROUGH-IN. 920 STUB 2" EMPTY CONDUIT WITH PULLSTRING FROM +96" TO JUST ABOVE ROOF CONNECTION TO MUZAK SYSTEM. FURNISH AND INSTALL WEATHERPROOF TERMINATION FOR TERMINATING CONDUIT 18" ABOVE ROOF. 922 FURNISH AND INSTALL JUNCTION BOX IN TOWER FOR CONNECTION TO SECURITY EQUIPMENT. SECURITY EQUIPMENT BY OTHERS. MOUNT JUNCTION BOXES UP HIGH, COORDINATE LOCATION WITH SECURITY CONTRACTOR, ARCHITECT AND OWNER PRIOR TO ROUGH-IN. 925 STUB (2)2" CONDUITS WITH PULLSTRINGS FROM ABOVE ABOVE ACCESSBILE CEILING, DOWN WALL, DOWN TO THE TELLER LINE MILLWORK. INSTALL A MUD RING AT THE END OF EACH 2" CONDUIT. (1) 2" CONDUIT WILL BE USED FOR SECURITY CABLING AND (1) 2" CONDUIT WILL BE USED FOR DATA CABLING. TELLER LINE MILLWORK WILL HAVE A LOW-VOLTAGE CABLE CHASE OR REMOVABLE PANEL FOR PULLING IN LOW-VOLTAGE CABLING. LOW-VOLTAGE CABLING WILL NOT BE INSTALLED IN CONDUIT WHEN ROUTED THROUGH TELLER LINE MILLWORK. COORDINATE WITH MILLWORK CONTRACTOR AND ARCHITECTURAL DRAWINGS FOR HEIGHT OF LOW-VOLTAGE CABLE CHASE IN THE TELLER LINE MILLWORK. TERMINATE 2" CONDUITS WITH INSULATED THROAT BUSHING. 926 ROUTE 1" CONDUIT AND CONDUCTORS BELOW SLAB TO DATA RACK IN THE SERVER ROOM. STUB CONDUIT 6" ABOVE FINISHED FLOOR AND TERMINATE WITH INSULATED THROAT BUSHING. ROUTE CONDUCTORS TO PATCH PANEL LOCATED IN OWNER'S DATA RACK. DO NOT ROUTE CONDUITS TO OTHER FLOORBOXES SHOWN, NO EXCEPTIONS. 927 APPROXIMATE LOCATION OF THE OWNER'S DATA RACK. COORDINATE EXACT LOCATION WITH OWNER AND OWNER'S DATA CONTRACTOR PRIOR TO BEGINNING WORK. 928 ROUTE 2" EMPTY CONDUIT WITH PULLSTRING FROM FLOOR BOX, UNDERSLAB, OVER TO WALL AND UP TO THE JUNCTION BOX LOCATED IN THE MILLWORK. 929 JUNCTION BOX MOUNTED IN WALL IN MILLWORK FOR AUDIO VISUAL EQUIPMENT. ROUTE 2" CONDUIT FROM JUNCTION BOX UP WALL TO RECESSED WALL BOX. COORDINATE MOUNTING LOCATION WITH OWNER AND MILLWORK CONTRACTOR PRIOR TO BEGINNING ROUGH-IN. 930 STUB 1" CONDUIT FROM TV WALL BOX TO CEILING STRUCTURE OR TO ABOVE ACCESSIBLE CEILING, TERMINATE CONDUIT WITH INSULATED THROAT BUSHING. WHERE CABLES WILL BE ROUTED THROUGH OPEN TO STRUCTURE SPACES, CONDUIT SHALL BE USED SO CABLING IS NOT VISIBLE FROM BELOW. FURNISH AND INSTALL J-HOOKS AT 36" ON CENTER FOR ROUTING CABLES ABOVE ACCESSIBLE CEILINGS. REFER TO THE POWER PLAN FOR ADDITIONAL INFORMATION ON THE TV WALL BOX. 931 (1)4" CONDUIT FOR PHONE SERVICE, (1)2" CONDUIT FOR CATV SERVICE AND (1) 4" CONDUIT FOR FIBER OPTIC CABLE SERVICE. COORDINATE INSTALLATION REQUIREMENTS WITH LOCAL UTILITIES. STUB CONDUITS 12" ABOVE FLOOR AT 'TTB' AND STUB CONDUITS TO NEAREST TELEPHONE UTILITY PEDESTAL. CONDUITS SHALL BE STUBBED UP RIGHT NEXT TO THE WALL. PROVIDE PULL-LINE WITH EACH CODNUIT. COORDINATE ROUTING WITH CIVIL AND ROUTE IN COMMON TRENCH WHERE POSSIBLE WITH ELECTRICAL SERVICE. 932 SERVER ROOM IS TO BE 100% COMPLETE AND TURNED OVER TO THE OWNER 30 DAYS PRIOR TO SUBSTANTIAL COMPLETION. COORDINATE WITH OTHER TRADES FOR ALL WORK IN THIS AREA. 935 ROUTE 1" CONDUIT WITH PULLSTRING TO CEILING STRUCTURE ABOVE ACCESSIBLE CEILING AND ROUTE OVER TO CABLE TRAY. TERMINATE CONDUIT WITH INSULATED THROAT BUSHING. WHERE CONDUIT WILL BE ROUTED THROUGH OPEN TO STRUCTURE SPACES, CONDUIT SHALL BE PAINTED SAME COLOR AS STRUCTURE SO AS NOT TO BE AS VISIBLE FROM BELOW. 936 ROUTE 1" CONDUIT WITH PULLSTRING TO CEILING STRUCTURE ABOVE CEILING AND ROUTE OVER TO CABLE TRAY. TERMINATE CONDUIT WITH INSULATED THROAT BUSHING. WHERE CONDUIT WILL BE ROUTED THROUGH OPEN TO STRUCTURE SPACES, CONDUIT SHALL BE PAINTED SAME COLOR AS STRUCTURE SO AS NOT TO BE AS VISIBLE FROM BELOW. 937 FURNISH AND INSTALL 12" W x 4" TALL, BASKET STYLE, POWDER COATED BLACK CABLE TRAY. CABLE TRAY SHALL BE LEGRAND CABLOFIL, NO EXCEPTIONS OR SUBSTITUTIONS. ROUTE ABOVE CEILING CLOUDS AT +11'-0" AFF. COORDINATE ROUTING WITH CEILING CONTRACTOR AND OTHER TRADES PRIOR TO BEGINNING WORK. FURNISH AND INSTALL ALL STRUT AND SUPPORTS AS REQUIRED FOR A COMPLETE AND FUNCTIONING SYSTEM. 938 ROUTE CABLE TRAY NOTED INTO SERVER ROOM AS REQUIRED. COORDINATE WITH OTHER TRADES PRIOR TO BEGINNING WORK. 942 FURNISH AND INSTALL 4X4 JUNCTION BOX BELOW COUNTER IN TELLER KNEE SPACE AREA FOR LOW-VOLTAGE CABLE ROUTING OUT TO CUSTOMER UNIT(S). REFER TO THE ELECTRICAL SITE PLAN FOR ADDITIONAL INFORMATION. COORDINATE EXACT LOCATION OF JUNCTION BOX WITH ARCHITECTURAL DRAWINGS, MILLWORK CONTRACTOR AND PNEUMATIC TUBE SYSTEM INSTALLER PRIOR TO BEGINNING ROUGH-IN. 943 ROUTE 3/4" CONDUIT FROM JUCTION BOX AND STUB TO ABOVE ACCESSIBLE CEILING. JUNCTION BOX TO BE USED FOR LOW-VOLTAGE CONNECTIONS SAFES, CONNECTIONS BY OTHERS. COORDINATE LOCATION AND VERIFY JUNCTION BOX HEIGHT AND EXACT LOCATION WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN. TERMINATE WITH INSULATED THROAT BUSHING. 945 FURNISH AND INSTALL PLYWOOD ON THIS WALL. REFER TO THE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE WITH OTHER TRADES PRIOR TO BEGINNING WORK. 1/4" = 1'-0" special systems plan 12/20/2019 J J JJ J J J J J J J J 1 1 2 2 3 3 6 6 8 8 11 11 ll kk ii hh g g ff c c 5 5 7 7 10 b b a a j j 12 4 4 e e d d 886 725 725 725 886 821821 WP GFI WP GFI WP GFI WP GFI WP GFI WP GFI WP GFI WP GFI 831 831 831 831 831 831 831 831 886 RTU 1 CU 1 RTU 2 RTU 3 RTU 4 5.6 5.8 6.3 6.7 9.1 g.1 j.5 6.4 13 A -57 702 A -55 702 A -53 702 A -54 702 A -56 702 A -56 (TIE 1 OF 2) (TIE 2 OF 2)702 A -58,60 843A -62,64 843 882 A -46 725 30/2/3R A -86,88 805 30/3/3R 30/3/3R 30/3/3R W/25AMP FUSES 30/3/3R A -87,89,91 805 A -90,92,94 896 A -93,95,97 805 A -96,98,100 805WP GFI WP GFI A -99 804804 726 702 30/3/3R W/7AMP FUSES 885 884 3/4"C-3#10,1#10G 3/4"C-3#10,1#10G 3/4"C-3#10,1#10G 3/4"C-3#10,1#10G erstaddate:date:date:date: drawn:drawn:drawn:drawn: checked:checked:checked:checked: project:project:project:project: This document is the This document is the This document is the This document is the property of erstad property of erstad property of erstad property of erstad ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is protected by U.S. and protected by U.S. and protected by U.S. and protected by U.S. and international laws. Use, international laws. Use, international laws. Use, international laws. Use, reproduction, or reproduction, or reproduction, or reproduction, or modification of this modification of this modification of this modification of this document without first document without first document without first document without first obtaining written obtaining written obtaining written obtaining written permission of erstad permission of erstad permission of erstad permission of erstad ARCHITECTS is prohibited. ARCHITECTS is prohibited. ARCHITECTS is prohibited. ARCHITECTS is prohibited. This document may not be This document may not be This document may not be This document may not be used in any unauthorized used in any unauthorized used in any unauthorized used in any unauthorized manner. manner. manner. manner. ©2019201920192019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301 e2.04 electrical roof plannna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg klklklkl gwbgwbgwbgwb 12.20.201912.20.201912.20.201912.20.2019 180404180404180404180404 PERMIT SET no. desc. date KEYED NOTES NOTE USED FOR CALLOUT 702 ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL. RE:LIGHTING CONTROL PANEL SCHEDULE 725 FURNISH AND INSTALL WEATHERPROOF JUNCTION BOX UP HIGH ON THE EXTERIOR OF THE BUILDING FOR SIGNAGE. COORDINATE EXACT LOCATION AND MOUNTING HEIGHT WITH ARCHITECT AND SIGN CONTRACTOR. COORDINATE SIGNAGE ELECTRICAL CONNECTION(S) AND REQUIREMENTS WITH SIGN CONTRACTOR PRIOR TO BEGINNING ROUGH-IN AND WORK. FURNISH AND INSTALL ALL ELECTRICAL FOR SIGNAGE FOR A COMPLETE AND FUNCTIONING SYSTEM. 726 FURNISH AND INSTALL PHOTOCELL ON ROOF AND CONNECT TO THE LIGHTING CONTROL PANEL AS REQUIRED. 804 MOUNT RECEPTACLE ON RIGID CONDUIT 12" ABOVE ROOF DECK OR ON MECHANICAL UNIT WHERE APPLICABLE. 805 FIELD COORDINATE DISCONNECT AND MECHANICAL UNIT LOCATION WITH MECHANICAL CONTRACTOR TO MAINTAIN ALL REQUIRED CLEARANCES. 821 HEAT TAPE LOCATED ON ROOF. VERIFY EXACT LOCATION WITH OWNER. WRAP HEAT TAPE AROUND ROOF DRAIN AND OVERFLOW DRAIN DOWNSPOUT. EXTEND HEAT TAPE 4' DOWN THE DRAINPIPE. MAKE ALL CONNECTIONS. REFER TO THE HEAT TRACE DETAIL. 831 RECEPTACLE MOUNTED ON PARAPET FOR CHRISTMAS LIGHTING. CIRCUIT ROUTED THROUGH THE LIGHTING CONTROL PANEL. COORDINATE HEIGHT AND EXACT LOCATION WITH ARCHITECTURAL DRAWINGS AND ROOFING CONTRACTOR PRIOR TO BEGINNING ROUGH-IN. 843 FURNISH AND INSTALL GFEP CIRCUIT BREAKER WITH 30mA TRIP AS REQUIRED. CIRCUIT BREAKER SHALL BE SERIES RATED. 882 FURNISH AND INSTALL 208 VOLT, SINGLE PHASE, RAYCHEM ICESTOP HEAT CABLE GM-2XT OR APPROVED EQUAL ON THIS AREA OF ROOF TO PREVENT ICE FROM FORMING ON UPPER ROOF'S EDGE, REFER TO THE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DETAILS. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND SECURE AS REQUIRED. FURNISH AND INSTALL ALL EQUIPMENT, END SEALS, T-KITS AS REQUIRED FOR A COMPLET AND FUNCTIONING SYSTEM. 884 FUSED DISCONNECT SWITCH AS INDICATED FOR SEPARATE POWERED EXHAUST CONNECTION. COORDINATE LOCATION AND MOUNTING WITH MECHANICAL CONTRACTOR TO MAINTAIN ALL REQUIRED CLEARANCES. CONNECT TO THE LINE SIDE OF THE MAIN DISCONNECT. PROVIDE GUTTER, JUNCTION BOXES, WIRE TAPS AND FUSE REDUCERS AS REQUIRED FOR A COMPLETE AND FUNCTIONING SYSTEM. MAXIMUM LENGTH OF CONDUCTORS SHALL BE 10 FEET. LABEL DISCONNECT SWITCH AS "POWERED EXHAUST DISCONNECT". 885 CONNECTION FOR POWERED EXHAUST UNIT. COORDINATE LOCATION AND ROUTING OF CONDUIT WITH MECHANICAL CONTRACTOR PRIOR TO BEGINNING WORK. 886 HEAT TAPE LOCATED ON ROOF. VERIFY EXACT LOCATION WITH OWNER. WRAP HEAT TAPE AROUND ROOF DRAIN AND OVERFLOW DRAIN DOWNSPOUT. EXTEND HEAT TAPE TO OUTLET OF ROOF AND OVERFLOW DRAIN LINES AS REQUIRED. MAKE ALL CONNECTIONS. REFER TO THE HEAT TRACE DETAIL. 896 FUSED DISCONNECT SWITCH AS INDICATED. COORDINATE LOCATION AND MOUNTING WITH MECHANICAL CONTRACTOR TO MAINTAIN ALL REQUIRED CLEARANCES. CONNECT TO LINE SIDE OF THE MAIN DISCONNECT SWITCH. PROVIDE GUTTER, JUNCTION BOXES, WIRE TAPS AS REQUIRED, MAXIMUM LENGTH OF CONDUCTORS SHALL BE 10 FEET. LABEL THE DISCONNECT SWITCH AS "RTU" AND RESPECTIVE NUMBER. 1/4" = 1'-0" electrical roof plan 12/20/2019 M 1 2 # MAIN DISTRIBUTION PANELBOARD 'A' 208Y/120, 3∅, 4W, 400 AMP, 22K AIC SERVICE ENTRANCE RATED N CT ENCLOSURE A. CONDUIT, CONDUCTORS AND AIC CALCULATIONS FOR ALL SERVICE, PANEL AND EQUIPMENT FEEDERS INDICATED ON THE ONE-LINE HAVE BEEN SIZED BASED ON COPPER. THE CONTRACTOR MAY USE COMPRESSED ALUMINUM CONDUCTORS FOR THESE FEEDERS PROVIDING THE CONDUIT, CONDUCTOR SIZES AND AIC CALCULATIONS ARE ADJUSTED AS REQUIRED TO MEET ALL NATIONAL ELECTRICAL CODE REQUIREMENTS. B. FURNISH AND INSTALL ENGRAVED LABEL ON THE FRONT OF THE MAIN SERVICE EQUIPMENT NOTING THE AVAILABLE FAULT CURRENT VALUE SHOWN. GENERAL NOTES: (2)2"C EACH WITH 4#3/0 KCMIL CU 400A 3P REFER TO PANEL SCHEDULE 'A', SECTION 1 FOR CIRCUIT BREAKER QUANTITY AND AMPERAGE RE:E3.1 REFER TO PANEL SCHEDULE 'A', SECTION 2 FOR CIRCUIT BREAKER QUANTITY AND AMPERAGE PER NEC PAD MOUNT TRANSFORMER BY UTILITY (2)4"CONDUITS AND TRENCHING BY ELECTRICAL CONTRACTOR, CONDUCTORS BY UTILITY 4" UNDERGROUND PRIMARY CONDUIT FROM TRANSFORMER TO UTILITY POLE BY ELECTRICAL CONTRACTOR AND CONDUCTORS BY LOCAL UTILITY COMPANY. ELECTRICAL CONTRACTOR SHALL PROVIDE FIBER GLASS LONG SWEEP ELBOWS AT UTILITY POLE AND TRANSFORMER AS REQUIRED BY UTILITY COMPANY. COORDINATE WITH UTILITY FOR REQUIREMENTS. 1" CONDUIT FROM METER TO CT ENCLOSURE CONCRETE PAD BY ELECTRICAL CONTRACTOR 1. 48" x 48" x 14" CT ENCLOSURE WITH HINGED DOORS. COORDINATE EXACT REQUIREMENTS WITH UTILITY COMPANY PRIOR TO BEGINNING WORK. UTILITY COMPANY CONTACT IS HARLEY LAURSEN WITH ROCKY MOUNTAIN POWER, (208) 359-4237. PROVIDE METER BASE AND 1" CONDUIT BETWEEN METER BASE AND CT ENCLOSURE. ELECTRICAL CONTRACTOR SHALL INSTALL CT ENCLOSURE AND CT METER BASE ON STRUT ADJACENT TO THE TRANSFORMER. SECURE STRUT WITH CONCRETE BASES AND AS DIRECTED BY LOCAL UTILITY COMPANY. GROUND STRUT AS REQUIRED. COORDINATE THIS WORK WITH LOCAL UTILITY COMPANY PRIOR TO BEGINNING WORK. 2. FURNISH AND INSTALL CONCRETE PAD FOR UTILITY TRANSFORMER AND CT ENCLOSURE STRUT RACK PER UTILITY COMPANY'S REQUIREMENTS. UTILITY COMPANY WILL REQUIRE 7-DAY CURE TIME FOR CONCRETE PAD PRIOR TO INSTALLING TRANSFORMER. SYMBOL USED FOR NOTE CALLOUT. KEYED NOTES: 17,943 34,698 MAXIMUM SYMMETRICAL RMS FAULT CURRENT (TYPICAL OF SYMBOL)erstaddate:date:date:date: drawn:drawn:drawn:drawn: checked:checked:checked:checked: project:project:project:project: This document is the This document is the This document is the This document is the property of erstad property of erstad property of erstad property of erstad ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is protected by U.S. and protected by U.S. and protected by U.S. and protected by U.S. and international laws. Use, international laws. Use, international laws. Use, international laws. Use, reproduction, or reproduction, or reproduction, or reproduction, or modification of this modification of this modification of this modification of this document without first document without first document without first document without first obtaining written obtaining written obtaining written obtaining written permission of erstad permission of erstad permission of erstad permission of erstad ARCHITECTS is prohibited. ARCHITECTS is prohibited. ARCHITECTS is prohibited. ARCHITECTS is prohibited. This document may not be This document may not be This document may not be This document may not be used in any unauthorized used in any unauthorized used in any unauthorized used in any unauthorized manner. manner. manner. manner. ©2019201920192019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301 e3.0 one-line diagramnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg klklklkl gwbgwbgwbgwb 12.20.201912.20.201912.20.201912.20.2019 180404180404180404180404 PERMIT SET no. desc. date NTS1one-line diagram Legend: Total Amps:248 A 273 A 236 A Total Load:29563 VA 32625 VA 28343 VA 119 Space -- --0 VA 0 VA -- -- Space 120 117 Space -- -- 0 VA 0 VA -- -- Space 118 115 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 116 113 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 114 111 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 112 109 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 110 107 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 108 105 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 106 103 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 104 101 CONDENSATE PUMP 20 A 1 250 VA 120 VA 1 20 A RECIRC PUMP RP-1 102 99 REC-ROOFTOP 20 A 1 360 VA 2162... -- -- --100 97 ---- -- 2162... 2162...-- -- --98 95 ---- --2162... 2162... 3 25 A RTU-4 96 93 RTU-3 25 A 3 2162... 2630... -- -- --94 91 ---- -- 2162... 2630...-- -- --92 89 ---- --2162... 2630... 3 30 A RTU-2 90 87 RTU-1 25 A 3 2162... 1269... -- -- --88 85 SECURITY HEAD END 20 A 1 500 VA 1269...2 15 A CU-1 FC-1 86 83 MUSIC AMP 20 A 1 500 VA 1250... -- -- --84 81 ---- -- 1000... 1250... 2 20 A WH-1 82 79 ZD-1 20 A 2 1000... 600 VA 1 20 A EH-3 80 77 EF-3 EF-4 20 A 1 240 VA 750 VA -- -- --78 75 ---- -- 1000... 750 VA 2 20 A EH-2 76 73 EH-4 20 A 2 1000... 750 VA -- -- --74 71 LTG-OFFICER'S DECK,LOUNGE,ENTRY VEST 20 A 1 1202... 750 VA 2 20 A EH-1 72 69 LTG-TELLER AREA 20 A 1 559 VA 268 VA 1 20 A LTG-BUILDING EXTERIOR 70 67 LTG-OFFICES,SERVER,MECH/ELECT,BREAK... 20 A 1 468 VA 204 VA 1 20 A LTG-NIGHT LIGHTS 68 65 LTG-RR,STOR,VAULT,CONF 20 A 1 527 VA 300 VA 1 20 A LIGHTING CONTROL PANEL LCP 66 63 LTG-POLE LIGHTS CIRCUIT B 20 A 1 204 VA 1000... -- -- --64 61 LTG-POLE LIGHTS CIRCUIT A 20 A 1 310 VA 1000...2 20 A HEAT TAPE ROOF 62 59 LTG-DRIVE THRU CANOPY 20 A 1 245 VA 1250... -- -- --60 57 EXTERIOR SIGN 20 A 1 1000... 1250... 2 20 A HEAT TAPE 58 55 EXTERIOR SIGN 20 A 1 1000... 720 VA 1 20 A REC-ROOFTOP CHRISTMAS LTS 56 53 EXTERIOR SIGN 20 A 1 1000... 720 VA 1 20 A REC-ROOFTOP CHRISTMAS LTS 54 51 REC-CONFERENCE ROOM 107 20 A 1 1260... 360 VA 1 20 A REC-LOUNGE TV 52 49 REC-CONFERENCE ROOM 107 20 A 1 900 VA 540 VA 1 20 A REC-LOUNGE ENTRY VESTIBULE 50 47 NIGHT DROP 20 A 1 1000... 720 VA 1 20 A REC-VAULT 106 48 45 REC-WALKWAY 102 20 A 1 360 VA 1000... 1 20 A EXTERIOR SIGN 46 43 REC-TELLER LINE 20 A 1 360 VA 720 VA 1 20 A REC-TELLER LINE 44 41 REC-TELLER LINE 20 A 1 540 VA 960 VA 1 20 A REC-DRIVE THRU EQUIPMENT 42 39 REC-TELLER LINE 20 A 1 360 VA 180 VA 1 20 A REC-TELLER DRAWER 40 37 REC-TELLER LINE 20 A 1 360 VA 900 VA 1 20 A REC-TELLER LINE 38 35 REC-TELLER LINE 20 A 1 360 VA 180 VA 1 20 A REC-TELLER LINE TV 36 33 FLRBOX-OFFICER'S DECK 20 A 1 360 VA 360 VA 1 20 A REC-TELLER STORAGE 105 34 31 FLRBOX-OFFICER'S DECK 20 A 1 360 VA 540 VA 1 20 A REC-TELLER STORAGE 105 32 29 FLRBOX-OFFICER'S DECK 20 A 1 360 VA 360 VA 1 20 A REC-COPY AREA 30 27 REC-MENS AND WOMENS RESTROOM 20 A 1 900 VA 1200... 1 20 A REC-PRINTER 28 25 REC-REFRIG 20 A 1 720 VA 750 VA 1 20 A REC-EWC 26 23 REC-DISHWASHER 20 A 1 540 VA 180 VA 1 20 A REC-BREAKROOM 24 21 REC-DISPOSAL 20 A 1 540 VA 1080... 1 20 A REC-BREAKROOM 22 19 REC-MICROWAVE 20 A 1 1200... 360 VA 1 20 A REC-BREAKROOM 20 17 REC-IT/SERVER 113 20 A 1 720 VA 180 VA 1 20 A REC-IRRIGATION CONTROLLER 18 15 REC-IT/SERVER 113 20 A 1 720 VA 720 VA 1 20 A REC-MECH/ELEC 16 13 REC-IT/SERVER 113 UPS 20 A 1 360 VA 540 VA 1 20 A REC-OFFICE 112 14 11 REC-IT/SERVER 113 20 A 1 360 VA 720 VA 1 20 A REC-OFFICE 111 12 9 REC-IT/SERVER 113 20 A 1 720 VA 720 VA 1 20 A REC-OFFICE 109 10 7 REC-IT/SERVER 113 20 A 1 540 VA 540 VA 1 20 A REC-OFFICE 110 8 5 SIGNAGE 20 A 1 1000... 2010... 1 30 A ATM 6 3 SIGNAGE 20 A 1 1000... 1800... 1 20 A PNEUMATIC TUBE SYSTEM 4 1 MONUMENT SIGN 20 A 1 1000... 1000...1 20 A DRIVE THRU SINAGE 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: SERVICE ENTRANCE RATED, PROVIDE SECTION 1 WITH FEED TRHOUGH LUGS. MAINTAIN SPECIFIED CONDUIT AND FEEDER SIZE FROM SECTION 1 TO SECTION 2. Enclosure:Type 1 MCB Rating:400 A Mounting:Surface Wires:4 Mains Rating:400 A Supply From:Phases:3 Mains Type:MAIN BREAKER Location:Space 13 Volts:120/208 Wye A.I.C. Rating:22K Branch Panel: A 12/20/2019 # 1 1. UFER GROUND TO BE 20' OF #4 AWG COPPER OR 1/2" MINIMUM DIAMETER STEEL REINFORCING BAR PER 250.52. DETAIL KEYED NOTES: 4"3/4"-1#3/0G TO PANELBOARD 'A'TO WATER PIPINGTO TELEPHONE1/2"-1#6GTO ABOVE GRADE3/4"-1#3/0GWALL BRACKET TO BUILDING STEEL3/4"-1#3/0G12"3/4"-1#3/0GTERMINAL BOARDGAS PIPINGGROUNDING BUSHING TYPICAL UNO 20' UFER (3)8'x5/8" ROD ELECTRODES NEWTON WALL-MOUNT GROUND BAR OR EQUIVALENT UFER GROUND #3/0 COPPER FINISHED FLOOR #6 BARE COPPER AS APPLICABLEA. ALL CONDUCTORS SHALL BE IN EMT CONDUIT UNLESS NOTED OTHERWISE. ALL CONDUIT SHALL HAVE A GROUNDING BUSHING AT EACH END.B. ALL CONNECTIONS SHALL BE EXOTHERMIC WELD, LISTED PRESSURE CONNECTORS, LISTED CLAMPS OR OTHER LISTED MEANS. DETAIL GENERAL NOTES: SYMBOL USED FOR NOTE CALLOUT. 2 1 # DETAIL KEYED NOTES: 1. DESIGN BASES ON RAYCHEM ICESTOP HEATING CABLES. PROVIDE ALL SYSTEM COMPONENTS NECESSARY FOR A COMPLETE, OPERABLE SYSTEM INCLUDING, BUT NOT LIMITED TO CABLES, CLAMPS, END SEALS AND POWER CONNECTIONS. COORDINATE WITH CIRCUIT VOLTAGE. ENGINEER APPROVED EQUALS ALLOWED.2. SERVING CIRCUIT BREAKER(S) FOR HEAT TRACE LOADS SHALL BE 30mA GFCI. 3. PROVIDE AND INSTALL ONE PENTAIR DIGITRACE #AMC-1A OR EQUAL THERMOSTAT CONTROL FOR EACH CIRCUIT. WEATHERPROOF JUNCTION BOX ROOF DRAIN 3' HEATING CABLE DOWN ROOF DRAIN, AND OVERFLOW DRAIN TO BE WITHIN 2"OF END OF DRAIN PIPING WHERE REQUIRED. CABLE CLAMP (TYP.) OVER FLOW DRAIN SYMBOL USED FOR NOTE CALLOUT. 18" 30" #4 BARE COPPER BOND FROM BOLT TO REBAR WITH EXOTHERMIC WELD OR COMPRESSION FITTING BASE COVER TO MATCH POLE WITH STAINLESS SCREWS SCHEDULE 40PVC (1") TO HANDHOLE OR NEXT FIXTURE AS SHOWN. NUMBER OF FIXTURE HEADS VARY WITH TYPE OF FIXTURE SEE FIXTURE SCHEDULE CONCEALED WELDED STEEL TENON WITH STAINLESS STEEL BOLTS (ALL WITH POLE) POLE PER SCHEDULE NON-SHRINK GROUT UNDER BASE PLATE PACKED TIGHT AFTER LEVELING LENGTH OF ANCHOR BOLTS PER MANUFACTURERS RECOMMENDATIONS. INSTALL PER FACTORY TEMPLATE. DOUBLE LUGS WITH FLAT WASHERS AT BASE PLATE. CLEAN BOLT THREADS AND SURFACES TO PROVIDE GROUNDING CONTINUITY TO POLE. #4 REBAR CAGE AT 6"O.C. EACH WAY TOP TO BOTTOM. INSTALL (3)#4 HORIZONTAL TIES WITHIN TOP 6" OF BASE. CONTRACTOR MAY USE PRE-CAST POLE BASE. SUBMIT PRE-CAST DRAWING TO ENGINEER FOR APPROVAL. HANDHOLE WITH GROUNDING LUG RUBBED BASE TO 12" BELOW GRADE. RUB CORNERS ROUND AND SIDES SMOOTH LANDSCAPED SURFACE FINAL GRADE 6'-0" MINIMUM 24" ROUND FORMED 1 2 # SAND BEDDING AND BACKFILL BY CONTRACTOR CONDUITS FINISHED GRADE 12" 6" RED MARKER TAPE, RUN LENGTH OF TRENCH PATCH TO MATCH EXISTING FINISH CONDITIONS DETAIL KEYED NOTES: COMPACTED FILL IN 6" LIFTS OR PER SPECIFICATIONS ASPHALT, CONCRETE, LAWN, ETC SYMBOL USED FOR NOTE CALLOUT. 1. IF MULTIPLE CONDUITS SHARE TRENCH, PROVIDE SPACING BETWEEN CONDUITS. PROVIDE ZIP TIES, AND TIE ALL CONDUITS TOGETHER TO ENSURE STABILITY. 2. BURIAL DEPTH TO BE VERIFIED WITH UTILITIES AND AUTHORITY HAVING JURISDICTION: ELECTRICAL FEEDERS, COMMUNICATIONS: 24" MINIMUM UNDERGROUND SECONDARY: 30" MINIMUM UNDERGROUND PRIMARY: 42" MINIMUM PHONE SWITCH 110 BLOCKS (BY OWNER) PHONE SWITCH (BY OWNER) 1/2"-1#6G MAIN SERVICE GROUND COPPER GROUND BUS WITH (6)#6 TERMINATION POINTS TRIPPLITE ISOBAR 6 OR EQUAL WITHIN 5' OF OUTLET FINISHED CEILING CONVENIENCE OUTLET (SEE POWER PLANS) FINISHED FLOOR 4" CONDUIT FOR FIBER OPTIC CABLE 4" CONDUIT FOR TELEPHONE SERVICE 2" CONDUIT FOR CABLE TV PHONE SERVICE DEMARC (BY UTILITY) PRE-FINISHED 3/4" PLYWOOD SHEETS, 4'x8' 3" CABLE MOUNT. RINGS PLACED EVERY 18" T S DETAIL GENERAL NOTES: 1. PROVIDE FRAMING AS REQUIRED. FINISHED CEILING FINISHED FLOOR HORIZONTAL DUPLEX RECEPTACLE (U.N.O.) HORIZONTAL DATA OUTLET (U.N.O.) SINGLE SWITCH (U.N.O.) DUAL SWITCH (U.N.O.) +48" GFI DUPLEX RECEPTACLE (U.N.O.) FIRE ALARM PULL-STATION (U.N.O.) FIRE ALARM NOTIFICATION DEVICE (U.N.O.) DUPLEX RECEPTACLE (U.N.O.) DATA OUTLET (U.N.O.) +18" A.F.F. +46" A.F.F. +84" A.F.F. THERMOSTAT (U.N.O.) TEMPERATURE SENSOR (U.N.O.) EXIT +96" A.F.F. EMERGENCY LIGHT FIXTURE (U.N.O.) EXIT SIGN (U.N.O.) INTERCOM PANEL (U.N.O.)erstaddate:date:date:date: drawn:drawn:drawn:drawn: checked:checked:checked:checked: project:project:project:project: This document is the This document is the This document is the This document is the property of erstad property of erstad property of erstad property of erstad ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is ARCHITECTS and is protected by U.S. and protected by U.S. and protected by U.S. and protected by U.S. and international laws. Use, international laws. Use, international laws. Use, international laws. Use, reproduction, or reproduction, or reproduction, or reproduction, or modification of this modification of this modification of this modification of this document without first document without first document without first document without first obtaining written obtaining written obtaining written obtaining written permission of erstad permission of erstad permission of erstad permission of erstad ARCHITECTS is prohibited. ARCHITECTS is prohibited. ARCHITECTS is prohibited. ARCHITECTS is prohibited. This document may not be This document may not be This document may not be This document may not be used in any unauthorized used in any unauthorized used in any unauthorized used in any unauthorized manner. manner. manner. manner. ©2019201920192019 phone: (208) 331-9031 fax: 331-9035 www.erstadarchitects.comrevision:ARCHITECTS, PA310 n. 5th street, boise idaho 83702 19-301 e3.1 electrical detailsnna north 2nd eastrexburg, idaho 83440d.l. evans bank - rexburg klklklkl gwbgwbgwbgwb 12.20.201912.20.201912.20.201912.20.2019 180404180404180404180404 PERMIT SET no. desc. date 12" = 1'-0"1 ground bar 12" = 1'-0"2 heat tape 12" = 1'-0"3 site pole base detail 12" = 1'-0"4 site trenching detail 12" = 1'-0"6 telephone terminal board detail 12" = 1'-0"5 standard mounting height detail Lighting Fixture Schedule Type Mark Description Mounting Watta ge Lamp Manufacturer Model Or Equal By Notes BL1 4' LED STRIP FIXTURE WITH LENS AIRCRAFT CABLE TO +9'-6" AFF 20W LED, 3000 LUMENS, 3500K LITHONIA CLX-L48-3000LM-SEF-FDL-MVOLT-GZ10-35K-80CRI-WH-ZAC 120 METALUX EG1 EMERGENCY FLIPOUT EGRESS FIXTURE COLOR AS DIRECTED BY ARCHITECT AS NOTED ON PLANS 6W (2)LED 3W CONCEALITE F5000-LED45-2-NC EVENLITE EX1 EDGE LIT EXIT SIGN, GREEN LETTERS ON CLEAR BACKGROUND, NICKEL CADMIUM BATTERY CEILING MOUNTED 4W LED SURE-LITES EEX-7-1-G LITHONIA FL1 4' SLOT LINEAR LED, SATIN ACRYLIC LENS, HARD CEILING TRIMLESS CEILING RECESSED 18W LED, 1560 LUMENS, 3500K PRUDENTIAL LIGHTING P43-LED35-LO-R4-TMW-SAL-D1-SC-UNV-X7-DM10 FINELITE FP1 FLAG POLE LIGHT, COORDINATE WITH MANUFACTURER FOR MOUNTING AND ARCHITECT FOR COLOR AND FLAG POLE INFORMATION ON FLAG POLE 55W LED, 5000 LUMENS, 3500K KIRLIN LWR-09490-5000L-120-35K-COLOR BY ARCHITECT GL1 2X4 LED GRID TROFFER, ACRYLIC PRISMATIC LENS CEILING GRID 43W LED, 4800 LUMENS, 3500K METALUX 24GR-LD5-48-F1-UNV-L835-CD-1-U LITHONIA GL2 2X4 LED GRID TROFFER, SMOOTH FROSTED ACRYLIC LENS CEILING GRID 42.9W LED, 4500 LUMENS, 3500K METALUX 24CZ2-45-S-UNV-LP835-CD-1-U LITHONIA GL3 2X2 LED GRID TROFFER, SMOOTH FROSTED ACRYLIC LENS CEILING GRID 34W LED, 3900 LUMENS, 3500K METALUX 22CZ2-39-S-UNV-LP835-CD-1-U LITHONIA P1 EXTERIOR POLE LIGHT WITH TYPE IV DISTRIBUTION, 15 FOOT SQUARE STRAIGHT STEEL POLE POLE MOUNTED +15'-0" AFF 102W LED, 9979 LUMENS, 4000K MCGRAW-EDISON TLM-F04-LED-E1-T4-BZ NO SUBS PD1 DECORATIVE PENDANT LIGHT SEE LIGHTING PLAN 104W LED, 7600 LUMENS, 1800 LUMENS DOWN, 3500K VISA LIGHTING CP2038-L35K-L35K-MVOLT-WIDE-TW9016-W8"-OAH83"-X36" NO SUBS PD2 DECORATIVE PENDANT LIGHT SEE LIGHTING PLAN 104W LED, 7600 LUMENS, 1800 LUMENS DOWN, 3500K VISA LIGHTING CP2038-L35K-L35K-MVOLT-WIDE-TW9016-W8"-OAH98"-X36" NO SUBS PD3 DECORATIVE PENDANT LIGHT SEE LIGHTING PLAN 104W LED, 7600 LUMENS, 1800 LUMENS DOWN, 3500K VISA LIGHTING CP2038-L35K-L35K-MVOLT-WIDE-TW9016-W8"-OAH113"-X36" NO SUBS PD5 DECORATIVE SUSPSENDED FIXTURE, DIMMABLE, 70 UP AND 30 DOWN, WHITE POWDERCOAT, 8' OVERALL LENGTH 76W LED, 9200 LUMENS, 3500K FLUXWERX VU1-B-A-D-35-W-08-G-E1-M RR1 ROUND RECESSED, 4" APERTURE, LED CEILING RECESSED 10.5W LED, 1000 LUMENS, 3500K LITHONIA LDN4-35/10-L04-AR-LSS-MVOLT-GZ10 PORTFOLIO RR2 ROUND RECESSED, 6" APERTURE, LED CEILING RECESSED 22.5W LED, 2000 LUMENS, 3500K LITHONIA LDN6-35/20-L06-AR-LSS-MVOLT-GZ10 PORTFOLIO RR3 ROUND RECESSED, 6" APERTURE, LED CEILING RECESSED 34.8W LED, 3000 LUMENS, 3500K LITHONIA LDN6-35/30/L06-AR-LSS-MVOLT-GZ10 PORTFOLIO SD1 SURFACE DECORATIVE LED FIXTURE SURFACE 82W LED, 6063 LUMENS, 3500K LIGHTART 6-07-5004 (MEDIUM, 4" HEIGHT, SHADE FINISH CINDER, 3500K, 120V) NO SUBS SD2 4' LED SURFACE MOUNTED, FROSTED FLUSH LENS, NATURAL ALUMINUM FINISH SURFACE 28.4W LED, 2780 LUMENS, 3500K ALW LP3.5SMB-S4-QSLOW-QS80-QS3500K-0/10V/S-EXT/F-N-N-N- N-AL-UNV NO SUBS WL1 LED WALL FIXTURE, WET LOCATION, 4 WAY LIGHT ARRAY, FINISH PER ARCHITECT WALL MOUNTED; HEIGHT INDICATED ON PLANS 50W LED, 320 LUMENS, 3000K PERFORMANCE IN LIGHTING PART NUMBER 079764 NO SUBS WL3 LED WALL OUTDOOR WALL SCONCE, UP/DOWN LIGHT, BRUSHED ALUMINUM FINISH WALL MOUNTED; HEIGHT INDICATED ON PLANS 21W LED, 1140 LUMENS, 3000K WAC LIGHTING WS-W36614-AL (UP/DOWN, 3000K, BRUSH ALUMINUM) NO SUBS LIGHTING CONTROL PANEL ZONE Load Name Panel Circuit Number Z-1 MONUMENT SIGN A 1 Z-2 SIGNAGE A 3 Z-2 SIGNAGE A 5 Z-3 EXTERIOR SIGN A 57 Z-3 EXTERIOR SIGN A 55 Z-3 EXTERIOR SIGN A 53 Z-4 REC-ROOFTOP CHRISTMAS LTS A 54 Z-4 REC-ROOFTOP CHRISTMAS LTS A 56 Z-5 LTG-POLE LIGHTS CIRCUIT A A 61 Z-6 LTG-POLE LIGHTS CIRCUIT B A 63 Z-7 LTG-DRIVE THRU CANOPY A 59 Z-3 EXTERIOR SIGN A 46 Z-8 LTG-TELLER AREA A 69 Z-8 LTG-OFFICER'S DECK,LOUNGE,ENTRY VEST A 71 Z-5 LTG-BUILDING EXTERIOR A 70 LIGHTING FIXTURE SCHEDULE NOTES 1 SUBSTITUTIONS WILL BE ALLOWED IF SUBMITTED PRIOR TO BID DATE BY THE GREATER OF 7 BUSINESS DAYS OR THE TIME PERIOD SPECIFIED BY DIVISION 1 SPECIFICATIONS, AND IF DEEMED EQUAL BY THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING SUBSTITUTED FIXTURES MEET OR EXCEED THE SPECIFICATIONS OF THE FIXTURES SPECIFIED. 2 NO SUBSTITUTIONS ALLOWED FOR FIXTURE SPECIFIED, CONTRACTOR SHALL FURNISH AND INSTALL FIXTURES SPECIFIED. 3 REFER TO THE LIGHTING PLAN FOR ADDITONAL INFORMATION ON MOUNTING. 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 12/20/2019