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Home My WebLink AboutAttach 4_WNS Biomass Design DocumentationAKAFAL TSTAEO49THSNATHAN H. RATZME 13554REGISTEREDPROFESSIONALENGINEERREVISIONS ELECTRICALALAN BRONECMECHANICALNATHAN RATZARCHITECTURETOM CALLASTRUCTURALKEVIN FELDMANVICINITY MAP: LocatorPROJECT LOCATIONFOR VISUALIZATION PURPOSES ONLYSHEET INDEX1/23/2020 3:09:03 PMCOVERG001WOOD BOILER HEATING SYSTEMNORTHWAY SCHOOL© 2019 | ALL RIGHTS RESERVEDNORTHWAY, ALASKA01.23.202001.23.202001.23.202001.23.2020MILE 7, NORTHWAY RD,NORTHWAY, AK 99764NORTHWAY SCHOOLWOOD BOILER HEATING SYSTEMCONSTRUCTION DOCUMENTS01.23.2020NORTHWAY, ALASKA01.23.2020CONSTRUCTIONDOCUMENTS | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\RevitDRAWN BY | MTGENERALG001 COVERG002 SURVEYARCHITECTURALA100 ARCHITECTURAL SITE PLAN & CODE PLANA101 FLOOR PLAN, ROOF PLAN, RCPA201 EXTERIOR ELEVATIONSA301 BUILDING SECTIONS & WALL SECTIONSA302 DETAILSA601 DOOR AND WINDOW DETAILSSTRUCTURALS001 STRUCTURAL GENERAL NOTESS002 STRUCTURAL GENERAL NOTESS003 FOUNDATION SCHEDULESS004 FRAMING SCHEDULESS101 FOUNDATION & FRAMING PLANSS201 FOUNDATION DETAILSS202 FRAMING DETAILSMECHANICALM001 MECHANICAL DETAILS, LEGEND & SCHEDULESM010 SCHOOL BOILER ROOM MECHANICAL DEMOLITION PLAN & FLOW DIAGRAMM100 MECHANICAL SITE PLAN & GARAGE MECHANICAL PLANM101 BOILER PLANT MECHANICAL PLAN & FLOW DIAGRAMM102 SCHOOL BOILER ROOM MECHANICAL PLAN & FLOW DIAGRAMM200 TEMPERATURE CONTROL DIAGRAMSM300 EQUIPMENT PLANOWNERALASKA GATEWAY SCHOOL DISTRICTPO BOX 226, 1313.5 ALASKA HIGHWAYTOK, ALASKA 99780907.883.5151ARCHITECT/ENGINEERCUSHING TERRELL306 RAILROAD ST. W.MISSOULA, MT 59802406.728.9522PROJECT MANAGER: TODD SCHAPER12.31.201949THNo. EE11453ALAN R. BRONECSTATEOFALA SKA REG ISTEREDPROFESSIONALENGINEER ELECTRICALE1 SCHEDULES AND PANELSE2 BOILER BUILDING AND SITE PLANThis project entails constructing a new wood fired heating plant to heat the main school building and the maintenance garage. A new stand alone building will be constructed to house a wood fired boiler system. The wood chip boiler system will include an intermediate chip bin, feed auger, and boiler. There will also be a drag chain fuel handling system to fill the intermediate bin from grade. Bulk chip storage will be outside the building and chips will be pushed into the building and onto the drag chain system to fill the intermediate bin. Pumps and heat exchangers will be used to transfer heat from the boiler to a glycol loop which will inject heat into the existing glycol heating system at the school. Pre-insulated piping will run from the boiler plant to the school and the garage. The wood boiler is sized to offset approximately 90% of the current heating energy, and the existing boilers will be used for back up and for peak heating times. The electrical power for the building will be provided from and existing panel in the school building. XXXXXXGGGGX XG 18°27'MJHMJHMJHMJHMJHMJHMJHMJHMJHMJH MJHMJHMJHMJHMJHMJHMJHMJHMJHMJHMJHMJHMJHMJHMMJHMagneticInformation on magneticdeclination are from the on-lineMagnetic Field Calculatoravailable at the NOAA website.WMM 2015V2REGISTERED LAND SURVEYORTHIS DRAWING MAY BE REDUCED, VERIFY SCALE BEFORE USING SCALE 1"=20' 1 METER = 3.2808333 U.S. SURVEY FEET 1 U.S. ACRE = 0.4047 HECTARES00105201040156080 FEET25 METERS20PRELIMINARYI HEREBY CERTIFY THAT I AM PROPERLY REGISTERED AND LICENSED TO PRACTICELAND SURVEYING IN THE STATE OF ALASKA, THAT THIS PLAT REPRESENTS A SURVEYMADE BY ME OR UNDER MY DIRECT SUPERVISION, THAT THE MONUMENTS SHOWNHEREON ACTUALLY EXIST AS DESCRIBED, AND THAT ALL DIMENSIONS AND OTHERDETAILS ARE CORRECT.Christopher G. PiburnNo.107552REGISTEREDPROFESSIONALL A N D S U RVEYORREGISTRATION NO. 107552 DATE: 11/11/2019FUEL TANKSPLAYGROUNDGRAVELGRAVELFUEL TANK REVISIONS1/23/2020 3:09:04 PMSTRUCTURALGENERAL NOTESS00101.23.2020© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDESIGNED BY | ERBDRAWN BY | GLEASONWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\RevitSTRUCTURAL GENERAL NOTESSTRUCTURAL GENERAL NOTES ARE INTENDED TO HIGHLIGHT OR IN SOME CASES SUPPLEMENT PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR COMPLETE WORK COVERAGE.A.GOVERNING CODES1) INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION.2)MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE/SEI 7-10.3) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-14.4) SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AISC 360-10.5)NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AWC NDS-2015.6) TIMBER CONSTRUCTION MANUAL, AITC 6TH EDITION.7)BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, TMS 402-13/ACI 530-13/ASCE 5-13.B.DESIGN LOADS AND CRITERIA1) GRAVITY LOADS:a) ROOF LOADS:1. ROOF DEAD LOAD: 20 psf2. ROOF LIVE LOAD: 20 psfb) SLABS ON GRADE1. SLABS ON GRADE LIVE LOAD: 125 psf (MANUFACTURING — LIGHT)2) SNOW LOADS:a) GROUND SNOW LOAD: 35 psf, Is = 1.00, Ce = 1.0, Ct = 1.0b) FLAT ROOF SNOW LOAD: 40 psf UNIFORM + DRIFT3) WIND CRITERIA:a) 3-SEC PEAK GUST WIND SPEED = 110 mphb) RISK CATEGORY = IIc)Iw = 1.00d) EXPOSURE = Ce) INTERNAL PRESSURE COEFFICIENT (GCpi): ±0.18f) EXTERNAL ROOF COMPONENTS & CLADDING: 40 psf MINIMUM (ULTIMATE)g) EXTERNAL WALL COMPONENTS & CLADDING: 26 psf MINIMUM (ULTIMATE)4) SEISMIC CRITERIA:a) SS = 0.494 g / S1 = 0.307 g MAPPED MCER VALUESb) RISK CATEGORY = IIc)PROJECT SITE CLASS = Dd) Ie = 1.00e) SDS = 0.463 g / SD1 = 0.366 g DESIGN RESPONSE COEFFICIENTf) SEISMIC DESIGN CATEGORY = Dg) ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDUREh)SEISMIC FORCE-RESISTING SYSTEM: BUILDING FRAME SYSTEMS: LIGHT FRAME WOOD WALLS WITH STRUCTUAL WOOD SHEAR PANLES, R = 6i) REDUNDANCY FACTOR: PLAN N-S RHO = 1.3 / PLAN E-W RHO = 1.35)FOOTING BEARING PRESSURE: XXXX psf ON APPROVED SUBGRADE, SEE SECTION FOUNDATIONS.6) DRILLED PIER DESIGN PARAMETERS:a) SKIN FRICTION IN GW: XXX psfb) END BEARING IN GW: XXXXX psf7) SOIL FRICTION COEFFICIENT: XXXX8) LATERAL SOIL PRESSURE:a) ACTIVE EQUIVALENT FLUID PRESSURE: XX pcfb) AT-REST EQUIVALENT FLUID PRESSURE: XX pcfc)PASSIVE EQUIVALENT FLUID PRESSURE: XXX pcf9) FROST DEPTH: 36 INCHES TOP OF FOOTINGC. MATERIALS SECTION:1)CONCRETE MIXTURE: ALL STRUCTURAL ELEMENTS, UNLESS NOTED OTHERWISEPORTLAND CEMENT ASTM C150 TYPE I/IIFLY ASH ASTM C618, CLASS C, 10% - 25% BY WEIGHTWATER / CEMENT + FLY ASH = 0.45 MAXIMUMf'c = 4500 psi BASED ON 28-DAY TESTEXPOSURE CATEGORY F, EXPOSURE CLASS F2TOTAL AIR CONTENT = 6% +/- 1.5% 3/4" NORMAL WEIGHT AGGREGATE ASTM C332) CONCRETE MIXTURE: DRILLED PIERSPORTLAND CEMENT ASTM C150 TYPE I/IIFLY ASH ASTM C618, CLASS C, 10% - 25% BY WEIGHTWATER / CEMENT + FLY ASH = 0.50 MAXIMUMf'c = 4500 psi BASED ON 28-DAY TESTEXPOSURE CATEGORY F, EXPOSURE CLASS F2NO ENTRAINED AIR REQUIREDRETARD MIX FOR TEMPORARY CASING WITHDRAWAL1" NORMAL WEIGHT AGGREGATE ASTM C333) REINFORCING BARS: ASTM A615, GRADE 60ASTM A706, GRADE 60 WHERE INDICATED TO BE WELDED4) EPOXY-COATED STEEL REINFORCING BARS: ASTM A7755)MECHANICAL REBAR SPLICES: LENTON TAPER THREADED SPLICES AS MFD BY PENTAIR OR APPROVED EQUAL6)ANCHOR RODS: ASTM F1554 GRADE 36 W/ ASTM A563 GRADE DH HEAVY HEX NUTS7)HYDRAULIC CEMENT GROUT: ASTM C1107, NON-METALLIC, NON-SHRINK, 3 DAY f'c = 5000 psi8)BOLTS: ASTM A307 GRADE A; WOOD OR WOOD TO STEEL CONNECTIONS OR ERECTION ONLY9) HEADED STUD ANCHORS: ASTM A108 GRADES 1010 - 1020 TYPE B, Fu = 65 ksi10)EXPANSION ANCHORS: CARBON STEEL STUD, Fy = 84 ksi W/ EXPANSION ELEMENTS (WEDGES) SUCH AS (HILTI KWIK BOLT TZ) ICC-ES REPORT ESR-1917 OR APPROVED EQUAL11) ADHESIVE ANCHORS:a)CONCRETE: ASTM A193 GRADE B7 THREADED ROD W/ CHISEL POINT & INJECTABLE ADHESIVE SUCH AS (HILTI HIT-RE 500 V3) ICC-ES REPORT ESR-3814 OR APPROVED EQUALb)ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF ANCHOR INSTALLATION. FOR INSTALLATIONS SOONER THAN 21 DAYS, CONSULT ADHESIVE MANUFACTURER FOR REQUIREMENTS.c)IF TEMPERATURE OF BASE MATERIAL AT TIME OF ADHESIVE INSTALLATION IS 45 F OR LESS AN ACRYLIC ADHESIVE IS REQUIRED.12) SCREW ANCHORS:a)CONCRETE: ASTM B633, CLASS SC1, TYPE III SUCH AS (SIMPSON STRONG-TIE TITEN HD) ICC-ES REPORT ESR-2713 OR APPROVED EQUAL13)POWDER DRIVEN FASTENERS: (HILTI X-U FASTENER) ICC-ES REPORT ESR-2269 OR APPROVED EQUAL14) VAPOR BARRIER: ASTM E1745, CLASS A, 0.1 PERMS15) GLUED LAMINATED TIMBER: ANSI A190.1a)CONTINUOUS OR CANTILEVER MEMBERS: COMBINATION SYMBOL 24F-V8-DF/DFb) SIMPLE SPAN MEMBERS: COMBINATION SYMBOL 24F-V4-DF/DF16) PREFABRICATED WOOD JOISTS:(TJI) ICC-ES REPORT ESR-1153(REDBUILT) ICC-ES REPORT ESR-2994(BOISE CASCADE) ICC-ES REPORT ESR-133617)DIMENSION LUMBER: GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR WEST COAST LUMBER INSPECTION BUREAU (WCLIB)<=4X NOMINAL: DOUGLAS FIR-LARCH #2 OR HEM-FIR #1, UNO<=4X NOMINAL: DOUGLAS FIR-LARCH #2 OR HEM-FIR #2 PLATES AND BLOCKING>4X NOMINAL: DOUGLAS FIR-LARCH #1 OR HEM-FIR SS, UNO18)WOOD SHEATHING / PANELS: APA — THE ENGINEERED WOOD ASSOCIATION (APA) RATED "STRUCTURAL I" OR "SHEATHING" AS DESIGNATED BELOW SUITED FOR SPAN & USEWALL SHEATHING:a)PLYWOOD 15/32” NOMINAL PANEL THICKNESS - 32/16 SHEATHING EXTERIOR, SHEATHINGb)ORIENTED STRAND BOARD (OSB) 15/32” NOMINAL PANEL THICKNESS - 32/16 EXTERIOR, SHEATHINGROOF SHEATHING:a)PLYWOOD 15/32” NOMINAL PANEL THICKNESS - 32/16 SHEATHING EXTERIOR, SHEATHINGb)ORIENTED STRAND BOARD (OSB) 15/32” NOMINAL PANEL THICKNESS - 32/16 SHEATHING EXTERIOR, SHEATHING19)WOOD PANEL DIAPHRAGM SCREWS: (SIMPSON STRONG-TIE WSNTL) ICC-ES REPORT ESR-1472D. FOUNDATIONS1)FOUNDATIONS HAVE BEEN DESIGNED BASED ON INFORMATION PROVIDED IN THE GEOTECHNICAL REPORT ENTITLED “GEOTECHNICAL INVESTIGATION REPORT” BY XXX, PROJECT NUMBER XXX, DATED JANUARY XX, XXXX. THE GEOTECHNICAL REPORT SHALL BE CONSIDERED A SUPPLMENTAL REFERENCE DOCUMENT TO THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL REVIEW AND FOLLOW ALL RECOMMENDATIONS PROVIDED THEREIN INCLUDING, BUT NOT LIMITED TO, SUBGRADE PREPARATION, DEEP FOUNDATION INSTALLATION PROCEDURES, GROUNDWATER MITIGATION AND SLOPE STABILITY. IN THE CASE OF DISCREPANCIES BETWEEN THE GEOTECHNICAL REPORT AND THE CONTRACT DOCUMENTS, THE ENGINEER SHALL BE NOTIFIED AND THE MOST STRINGENT CRITERIA SHALL BE APPLIED. BORING LOGS AND LABORATORY TEST RESULTS ARE INCLUDED FOR REFERENCE IN THE PROJECT MANUAL.2)THE GEOTECHNICAL ENGINEER SHALL PERFORM AN OPEN EXCAVATION INSPECTION PRIOR TO PLACING FOUNDATIONS TO ENSURE ASSUMED SOIL DESIGN PARAMETERS ARE CONSISTENT WITH THOSE ENCOUNTERED ON SITE.3)PLACE FOOTINGS ON UNDISTURBED NATIVE SOILS OR ENGINEERED FILL PLACED OVER UNDISTURBED NATIVE SOILS. ENGINEERED FILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. PLACE ENGINEERED FILL IN UNIFORM LIFTS AND COMPACT TO MAXIMUM DRY UNIT WEIGHT OF 95% STANDARD PROCTOR IN ACCORDANCE WITH ASTM D698. PLAN LIMITS OF ENGINEERED FILL MUST EXTEND AT LEAST 2'-0" BEYOND ALL FOOTING EDGES, UNLESS NOTED OTHERWISE IN THE GEOTECHNICAL REPORT. IF ENCOUNTERED, EXISTING FILL SHALL BE REMOVED TO AN APPROVED DEPTH AND REPLACED WITH ENGINEERED FILL AS DESCRIBED IN THE GEOTECHNICAL REPORT.4)DO NOT BACKFILL WALLS WITH UNBALANCED SOIL LEVELS UNLESS ADEQUATELY SHORED OR HAVING PERMANENT FLOOR DIAPHRAGMS INSTALLED WITH CONNECTIONS COMPLETE. WALLS SPECIFICALLY DETAILED AS RETAINING WALLS SHALL HAVE FOOTING TOE SOIL COVERAGE AS DETAILED PRIOR TO BACKFILL. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SHORING DESIGN AND INSTALLATION, WHICH SHALL BE PERFORMED BY A REGISTERED PROFESSIONAL.5)BACKFILL AND COMPACT BURIED WALLS OR GRADE BEAMS EVENLY ON EACH SIDE TO AVOID UNBALANCED LOADS.6)BACKFILL SHALL NOT BE PLACED PRIOR TO CONCRETE ELEMENTS REACHING A TESTED COMPRESSIVE DESIGN STRENGTH OF 4500 psi. CONTACT ENGINEER AND COORDINATE REVIEW OF COMPRESSIVE STRENGTH TEST RESULTS TO CONFIRM BACKFILL WORK MAY PROCEED.7)ALWAYS PROVIDE POSITIVE SURFACE WATER DRAINAGE AWAY FROM THE STRUCTURE.8)FOUNDATIONS SHALL BE CENTERED UNDER SUPPORTED WALLS AND COLUMNS, UNLESS NOTED OTHERWISE.9)CONCRETE SHALL NOT BE PLACED IN EXCAVATIONS CONTAINING FROZEN SOIL OR WATER.10)SHOULD SITE CONDITIONS ENCOUNTERED VARY FROM THOSE INDICATED IN THE CONSTRUCTION DOCUMENTS, CONTACT THE ENGINEER FOR FURTHER GUIDANCE.E.SLABS ON GRADE1)PLACE INTERIOR SLABS ON GRADE DIRECTLY ON AN APPROVED VAPOR BARRIER OVER A 6” BASE OF CRUSHED, 3/4" MINUS DRAINAGE COURSE, GRADED FOR COMPACTION WITH LESS THAN 5% PASSING THE NO. 200 SIEVE. PLACE DRAINAGE COURSE ON NATIVE SOILS OR ENGINEERED FILL PLACED OVER UNDISTURBED NATIVE SOILS. WHERE REQUIRED, PLACE ENGINEERED FILL IN UNIFORM LIFTS UNDER SLABS (ABOVE FOOTINGS) AND COMPACT TO MAXIMUM DRY UNIT WEIGHT OF 95% STANDARD PROCTOR IN ACCORDANCE WITH ASTM D698.2)VAPOR BARRIER SYSTEM SHALL BE POLYOLEFIN SHEET AND SHALL INCLUDE MANUFACTURER'S ADHESIVE SEAM TAPE AND PENETRATION SLEEVES. INSTALL AND SEAL VAPOR BARRIER ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.a)VAPOR BARRIER INSTALLATION SHALL UTILIZE MATERIALS LISTED WHERE REQUIRED OR SUBMIT EQUIVALENT MATERIALS FOR ENGINEER APPROVAL:1. VAPOR BARRIER: STEGO INDUSTRIES, LLC “STEGO WRAP” 15-MILS.2. VAPOR BARRIER SEAM TAPE: STEGO INDUSTRIES, LLC "STEGO TAPE".3.CHANNEL BAR (TERMINATION BAR): OMG ROOFING PRODUCTS "CHANNEL BAR" PRE PUNCHED AT 12-IN. ON CENTER.4.CHANNEL BAR ANCHORS: OMG ROOFING PRODUCTS "MASONRY ANCHOR" 1/4" PIN DIAMETER, 1-1/4" PIN LENGTH.5.VAPOR RETARDANT MEMBRANE: STEGO INDUSTRIES, LLC "STEGO MASTIC".b)ENGINEER OF RECORD SHALL BE NOTIFIED 48 HOURS IN ADVANCE BY THE CONTRACTOR TO ALLOW FOR INSPECTION OF VAPOR BARRIER PRIOR TO PLACEMENT OF CONCRETE.3)SLAB ON GRADE CONSTRUCTION JOINT AND CONTRACTION JOINT PLACEMENT SHALL BE APPROVED BY THE ENGINEER IF DIFFERENT THOSE SHOWN ON THE CONSTRUCTION DOCUMENTS. CONTRACTION JOINTS SHALL BE PLACED AT A MAXIMUM SPACING OF 24 TIMES THE THICKNESS OF THE SLAB AND IN NO CASE SHALL JOINT SPACING EXCEED 15’-0’, UNLESS NOTED OTHERWISE. WHERE SLAB ON GRADE CONTRACTION JOINTS ARE SHOWN, CONSTRUCTION JOINTS MAY BE SUBSTITUTED TO ACCOMMODATE THE CONTRACTOR'S PLACEMENT STRATEGY.4)SLABS ON GRADE SAW-CUT CONTRACTION JOINTS SHALL BE RUN WITHIN 4 TO 12 HOURS AFTER THE CONCRETE HAS BEEN FINISHED.5)USE PREMOLDED JOINT FILLER 1/2" THICK FOR ISOLATION JOINTS TO SEPARATE SLABS ON GRADE FROM BUILDING WALLS, COLUMNS AND FOOTINGS.6)WHERE TOP SURFACES OF CONCRETE SLABS ON GRADE ARE SHOWN TO BE RECESSED MORE THAN 1/2", THICKEN SLAB TO MAINTAIN INDICATED SLAB THICKNESS.7)PROVIDE REBAR SUPPORTS, SPACERS, AND TIE BARS ADEQUATELY TO ENSURE ALL REINFORCEMENT REMAINS AT PROPER DEPTH AND LOCATION WHEN CONCRETE SLABS ON GRADE ARE PLACED. REBAR SUPPORTS AND SPACERS EXPOSED TO EARTH SHALL BE HOT-DIP GALVANIZED G90 OR OTHER APPROVED NON-CORROSIVE MATERIAL.8)FOLLOW FLOORING MANUFACTURER'S RECOMMENDATIONS FOR SLAB ON GRADE FINISHING WHICH MAY INCLUDE EITHER A BROOM FINISH OR STEEL TROWELLED FINISH. IN AREAS WHERE NO FLOORING OR COATING IS SPECIFIED, FLOAT THE CONCRETE WITH SINGLE PASS FLAT TROWEL AND TEXTURE WITH BROOM FINISH.9)CURE CONCRETE BY APPLYING POLYETHYLENE SHEETING MATERIAL TO THE TOP SURFACE AFTER FINAL FINISHING FOR A PERIOD OF 3 DAYS. REMOVE POLYETHYLENE SHEETING AFTER NOTED CURING PERIOD. CONTINUE COLD WEATHER PROTECTION OF SLAB ON GRADE AS REQUIRED.10)THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING DRYING METHODS FOR CONCRETE SLABS WITH APPLIED COATINGS AND FLOORING MATERIALS TO ACHIEVE THE COATING OR FLOORING MANUFACTURER'S CONCRETE SLAB MOISTURE REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE MOISTURE MITIGATION PROCEDURES IN THE CASE THE SLAB MOISTURE LEVELS ARE ANTICIPATED TO NOT BE WITHIN THE MANUFACTURER'S REQUIREMENTS IN ORDER TO MEET THE PROJECT CONSTRUCTION SCHEDULE. CONTRACTOR SHALL TEST MOISTURE CONTENT OF THE CONCRETE SLABS ON GRADE 7 DAYS PRIOR TO FLOORING INSTALLATIONS TO DETERMINE IF REMEDIAL METHODS NEED TO BE TAKEN TO ENSURE MOISTURE CONTENT IN SLABS IS AT AN ACCEPTABLE LEVEL. REFERENCE FLOORING MANUFACTURER’S SPECIFICATIONS FOR REQUIRED TESTS.11)ELECTRICAL AND MECHANICAL CONDUITS, RACEWAYS OR OTHER NON-STRUCTURAL ITEMS SHALL NOT BE PLACED WITHIN SLABS ON GRADE WITHOUT WRITTEN CONSENT FROM THE ENGINEER.12)SLABS ON GRADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING FLOOR FLATNESS (FF) AND FLOOR LEVELNESS (FL) REQUIREMENTS FOR EACH CLASSIFICATION TYPE LISTED AS DEFINED IN THE LATEST EDITION OF ACI 117 “SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS AND COMMENTARY”. FLOOR SURFACE CLASSIFICATION TYPE SHALL BE MODERATELY FLAT, UNLESS NOTED OTHERWISE.a) FLATOVERALL: FF = 35, FL = 25, LOCAL MIN: FF = 21, FL = 15F. DRILLED PIERS1)INSTALL DRILLED PIERS IN ACCORDANCE WITH THE LATEST EDITION OF ACI 336.1 "SPECIFICATION FOR THE CONSTRUCTION OF DRILLED PIERS". EXCAVATION DEVIATION FROM PLUMB SHALL BE LIMITED TO THE LATEST EDITION OF ACI 117 “SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS AND COMMENTARY” CATEGORY C — FOR REINFORCED CONCRETE PIERS AS +/- 2.0% OF SHAFT LENGTH, UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED.2)PERFORM CONCRETE WORK INCLUDING HANDLING, PLACING, AND CONSTRUCTING IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" UNLESS REQUIREMENTS THAT ARE MORE STRINGENT ARE SPECIFIED.3)DRILLED PIER PLACEMENT IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENT LOCATION AND TOP ELEVATION LAYOUT IS THE CONTRACTOR'S RESPONSIBILITY.4)DRILLED PIER LENGTH INDICATED ON PLANS IS FOR BID PURPOSES ONLY. THE GEOTECHNICAL ENGINEER WILL DETERMINE ACTUAL DRILLED PIER LENGTH AND FINAL BEARING LEVELS DURING EXCAVATION BASED ON SUITABILITY OF BEARING STRATUM.5)THE EXCAVATION FOR EACH DRILLED PIER SHALL BE MONITORED BY A TESTING AGENCY TO DETERMINE BEARING STRATUM CONTACT. EXCAVATIONS MUST BE APPROVED PRIOR TO CONCRETE PLACEMENT AND MAY NOT REMAIN OPEN MORE THAN 24 HOURS.6) PERMANENT CASING EXTENDING NEAR BEARING STRATUM IS ANTICIPATED.7)PROVIDE REBAR SUPPORTS, SPACERS, SPACER ROLLERS, AND TIE BARS ADEQUATELY TO ENSURE ALL REINFORCEMENT REMAINS AT PROPER DEPTH AND LOCATION WHEN CONCRETE ELEMENTS ARE PLACED. REBAR SUPPORTS AND SPACERS EXPOSED TO EARTH SHALL BE HOT-DIP GALVANIZED G90 OR OTHER APPROVED NON-CORROSIVE MATERIAL. REINFORCEMENT COVER SHALL BE NOT LESS THAN 3 INCHES WHERE EXPOSED TO SOIL AND NOT LESS THAN 4 INCHES IN CASED PIERS WHERE THE CASING IS TO BE WITHDRAWN.8)SPLICE REINFORCING BARS ACCORDING TO THE REINFORCING BAR LAP SCHEDULE. PLACE MECHANICAL REBAR SPLICE CONNECTORS WHERE SHOWN.9)CONCRETE MAY BE PLACED BY FREE FALL IN DRY EXCAVATIONS OR THOSE WITH LESS THAN 3" OF FREE WATER IF FLOW IS DIRECTED DOWN THE CENTER OF THE EXCAVATION TO AVOID CONTACT WITH REINFORCEMENT.10)IF THE EXCAVATION CANNOT BE DE-WATERED, PLACE CONCRETE BY THE TREMIE METHOD. MAINTAIN A MINIMUM CONCRETE HEAD OF 10 FEET ABOVE THE BOTTOM OF THE WATERTIGHT STEEL PIPE OR TUBE.11)COORDINATE CASING WITHDRAWAL WITH CONCRETE PLACEMENT SO THAT THE CONCRETE PRESSURE HEAD EXCEEDS THE ANTICIPATED OUTSIDE SOIL AND WATER PRESSURE ABOVE THE BOTTOM OF THE CASING AT ALL TIMES DURING CASING WITHDRAWAL.12)MECHANICALLY VIBRATE THE TOP 5 FEET OF ALL DRILLED PIER CONCRETE AFTER TEMPORARY CASING HAS BEEN WITHDRAWN OR WHEN CASING IS PERMANENT AND CONCRETE SLUMP IS LESS THAN 6 INCHES.13)BUSH HAMMER TOP OF DRILLED PIER TO SOUND CONCRETE BEFORE PLACING PILE CAP OR GRADE BEAM CONCRETE.G. CONCRETE1)PERFORM CONCRETE WORK INCLUDING HANDLING, PLACING, AND CONSTRUCTING IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" INCLUDING THE REFERENCED LATEST EDITION OF ACI 117 “SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS AND COMMENTARY” UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED.2)CAST-IN-PLACE CONCRETE SPECIFIED COVER FOR REINFORCEMENT SHALL NOT BE LESS THAN THE FOLLOWING:a) 3" AT CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTHb)2" AT CONCRETE EXPOSED TO EARTH OR WEATHER FOR #6 AND LARGER BARSc)1 1/2" AT CONCRETE EXPOSED TO EARTH OR WEATHER FOR #5 AND SMALLER BARSd)1 1/2" AT CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND FOR REINFORCEMENT OF BEAMS OR COLUMNSe)3/4" AT CONCRETE SLABS, WALLS OR JOISTS NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND3)SPLICE REINFORCING BARS ACCORDING TO THE REINFORCING BAR LAP SCHEDULE. SPLICE WWF SHEETS BY LAPPING AT LEAST ONE PANEL WIDTH (TWO LONGITUDINAL BARS IN CONTACT) OR 10 INCHES MINIMUM. STAGGER ALTERNATING SPLICES A MINIMUM OF ONE LAP LENGTH. PLACE MECHANICAL REBAR SPLICE CONNECTORS WHERE SHOWN.4)PLACE CORNER REINFORCING BARS AT ALL WALLS AND GRADE BEAMS WITH SIZE & SPACING TO MATCH HORIZONTAL REINFORCMENT UNLESS SHOWN OTHERWISE.5)ADD #5X6'-0" DIAGONAL REBAR EACH FACE AT ALL WALL OPENING CORNERS AND #5X6'-0" DIAGONAL REBAR MID-DEPTH AT ALL RE-ENTRANT SLAB CORNERS, UNLESS SHOWN OTHERWISE.6)PROVIDE REBAR SUPPORTS, SPACERS, AND TIE BARS ADEQUATELY TO ENSURE ALL REINFORCEMENT REMAINS AT PROPER DEPTH AND LOCATION WHEN CONCRETE ELEMENTS ARE PLACED. REBAR SUPPORTS AND SPACERS EXPOSED TO EARTH SHALL BE HOT-DIP GALVANIZED G90 OR OTHER APPROVED NON-CORROSIVE MATERIAL.7)VERTICAL DOWELS SHALL BE SECURED AND SUPPORTED IN PLACE BEFORE PLACING CONCRETE. DO NOT STAB OR "WET-SET" VERTICAL DOWELS.8)INSTALL AND SECURE EMBEDMENTS SUCH AS ANCHOR RODS AND EMBEDMENT PLATES WITHIN SPECIFIED TOLERANCES PRIOR TO CONCRETE PLACEMENT.9)CONCRETE SHALL BE PROPERLY CONSOLIDATED PER THE LATEST EDITION OF ACI 309 USING INTERIOR MECHANICAL VIBRATION, EXCEPT CONCRETE SLABS ON GRADE LESS THAN 5" THICK. DO NOT OVER-VIBRATE CONCRETE.10)PROTECT AND CURE ALL CONCRETE SURFACES WITH CURING COMPOUND CONFORMING TO ASTM C309, TYPE 2, CLASS B, UNLESS NOTED OTHERWISE. BEGIN CURING WALLS IMMEDIATELY AFTER STRIPPING FORMS.11)CONCRETE SURFACES TO RECEIVE GROUT UNDER COLUMN BASE PLATES MUST BE PREPARED BY LIGHT BUSH HAMMERING (1/4" AMPLITUDE) THE GROUTED AREA AND PRE-SOAKING. MINIMUM GROUT THICKNESS SHALL BE 1”.12)CONCRETE WALLS INTERSECTING CONCRETE PILASTERS SHALL BE CAST MONOLITHICALLY WITH PILASTERS, UNLESS NOTED OTHERWISE.13)CHAMFER EXPOSED EDGES OF CONCRETE BEAMS AND COLUMNS 3/4", UNLESS NOTED OTHERWISE.14)IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301, PROVIDE CONCRETE AS-CAST SURFACE FINISH — 1.0 (SF-1.0) FOR SURFACES NOT EXPOSED TO VIEW AND SURFACE FINISH — 2.0 (SF-2.0) CLASS A FOR SURFACES EXPOSED TO VIEW, UNLESS NOTED OTHERWISE.15)WHEN THE AMBIENT AIR TEMPERATURE HAS FALLEN TO, OR IS EXPECTED TO FALL BELOW 40 F DURING THE PROTECTION PERIOD, IMPLEMENT COLD WEATHER PROCEDURES AND COMPLY WITH COLD WEATHER CONCRETING PROVISIONS OF THE ADOPTED ACI 306R “GUIDE TO COLD WEATHER CONCRETING”. CONTRACTOR SHALL PROVIDE A COLD WEATHER CONCRETE PLACEMENT AND PROTECTION PLAN AS A PROJECT SUBMITTAL IF JOB SITE TEMPERATURES ARE EXPECTED TO DROP BELOW NOTED THRESHOLD VALUE AT ANY TIME DURING THE CONCRETE PLACEMENT. CONTRACTOR IS RESPONSIBLE FOR ALL HEATING AND PROTECTION MATERIALS AND ASSOCIATED LABOR AS REQUIRED IN MAINTAINING COMPLIANCE WITH COLD WEATHER CONCRETING PROCEDURES.16)WHEN THE AMBIENT AIR TEMPERATURE EXCEEDS 80 F OR THE RATE OF EVAPORATION IS GREATER THAN 0.2 PSF PER HOUR, IMPLEMENT HOT WEATHER PROCEDURES AND COMPLY WITH HOT WEATHER CONCRETING PROVISIONS OF THE ADOPTED ACI 305R “GUIDE TO HOT WEATHER CONCRETING”. CONTRACTOR SHALL PROVIDE A HOT WEATHER CONCRETE PLACEMENT AND PROTECTION PLAN AS A PROJECT SUBMITTAL IF JOB SITE TEMPERATURES ARE EXPECTED TO EXCEED NOTED THRESHOLD VALUES AT ANY TIME DURING THE CONCRETE PLACEMENT.17) CONCRETE TESTING AND ACCEPTANCE:a)CONCRETE PRODUCTION FACILITY SHALL SUBMIT FOR ENGINEER APPROVAL CONCRETE MIX DESIGN A MINIMUM OF FIVE WORKING DAYS PRIOR TO PLACEMENT WHICH INCLUDES STRENGTH TEST RECORDS NOT MORE THAN 24 MONTHS OLD AND CONSISTING OF AT LEAST 30 CONSECUTIVE TESTS OR TWO GROUPS OF CONSECUTIVE TESTS TOTALING AT LEAST 30 TESTS.b)OBTAIN SAMPLES IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 “SPECIFICATIONS FOR STRUCTURAL CONCRETE” SECTION 1.6.4.2. OBTAIN AT LEAST ONE COMPOSITE SAMPLE FOR EACH 100 CUBIC YARDS, OR FRACTION THEREOF, OF EACH CONCRETE MIXTURE PLACED IN ANY ONE DAY.c)MOLD AND CURE A MINIMUM OF FOUR CYLINDERS FROM EACH SAMPLE IN ACCORDANCE WITH ASTM C31. TEST ONE CYLINDER AT 7 DAYS AND TEST TWO CYLINDERS AT 28 DAYS. HOLD ONE CYLINDER IN RESERVE FOR TESTING AS DIRECTED BY THE ENGINEER.d)A STRENGTH TEST SHALL BE THE AVERAGE OF THE STRENGTHS OF AT LEAST TWO 6 BY 12 IN CYLINDERS MADE FROM THE SAME SAMPLE OF CONCRETE AND TESTED AT TEST AGE DESIGNATED.e)STRENGTH LEVEL OF AN INDIVIDUAL CLASS OF CONCRETE SHALL BE CONSIDERED SATISFACTORY IF BOTH OF THE FOLLOWING REQUIREMENTS ARE MET:1.EVERY ARITHMETIC AVERAGE OF ANY THREE CONSECUTIVE STRENGTH TESTS EQUALS OR EXCEEDS f’c.2. NO STRENGTH TEST FALLS BELOW f’c BY MORE THAN 500 PSI.H. WOOD FRAMING1)ENGINEERED WOOD PRODUCTS SHOWN ON THE DRAWINGS ARE THE PRODUCTS OF TRUS JOIST - A WEYERHAEUSER BUSINESS, REDBUILT - AN ATLAS HOLDINGS BUSINESS OR BOISE CASCADE AND ARE DESIGNATED BY THE MANUFACTURER'S STANDARD PRODUCT NUMBERS. THE INTENT OF THE DESIGN IS FOR THESE ITEMS TO BE ATTACHED TO EACH OTHER AND TO THE SURROUNDING STRUCTURE TO BEHAVE AS A SYSTEM. WHETHER SHOWN OR NOT, PROVIDE ACCESSORY ITEMS (BLOCKS, CLIPS, STIFFENERS, STRAPS, ETC) DESIGNED BY THE MANUFACTURER, FOR A COMPLETE SYSTEM. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION AND USE.a)ENGINEERED WOOD PRODUCT SUBSTITUTIONS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER AND SHALL BE IDENTICAL IN DEPTH AND SPACING WHILE MEETING OR EXCEEDING MOMENT, SHEAR AND STIFFNESS PROPERTIES FOR THE MEMBERS SPECIFIED. FOLLOW ALL MANUFACTURER’S RECOMMENDATIONS FOR INSTALLATION AND USE.b)SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE ENGINEER FOR ALL MEMBER SIZING, LAYOUT AND CONNECTION DETAILS. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.c)ALL ENGINEERED WOOD PRODUCTS ABOVE NON-BEARING WALLS SHALL UTILIZE SLIP CONNECTIONS ENSURING PREVENTION OF UNINTENDED LOAD TRANSFER.2)FRAMING CONNECTORS, ANCHORS, AND HANGERS SHOWN ON THE DRAWINGS ARE THE PRODUCTS OF SIMPSON STRONG-TIE COMPANY, PLEASANTON, CALIFORNIA AND ARE DESIGNATED BY THE MANUFACTURER'S STANDARD PRODUCT NUMBERS. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION AND USE. PRODUCTS WITH EQUIVALENT CAPACITY AND QUALITY MAY BE SUBSTITUTED AFTER A SUBMITTAL HAS BEEN PROVIDED BY THE GENERAL CONTRACTOR AND FINAL APPROVAL BY STRUCTURAL ENGINEER. NOTE: "USP" LUMBER CONNECTORS ARE PRIOR APPROVED FOR DIRECT SUBSTITUTION OF SIMPSON PRODUCTS USING THE "USP" REFERENCE NUMBER INDEX. WHERE DIRECT SUBSTITUTION IS NOT AVAILABLE IN THE INDEX, PROVIDE A SUBSTITUTION SUBMITTAL FOR PROPOSED PRODUCT SUBSTITUTION.3) SAWN LUMBER:a)SAWN LUMBER SHALL BE NEW OR RECYCLED STABLED WOOD WITH MAXIMUM MOISTURE CONTENT OF 19%.b)PROVIDE HEADERS FOR ALL OPENINGS PER SCHEDULE. WHERE NOT INDICATED, INSTALL 2-2X6 WITH PLATES TOP AND BOTTOM MATCHING STUD WIDTH. INSULATE ALL BOX HEADERS AS INDICATED BY ARCHITECTURAL.c)DOUBLE TOP PLATES SHALL HAVE A MINIMUM LAP LENGTH OF 4 FEET. FASTEN WITH 1 ROW OF 0.135”Ø NAILS @ 6" UNLESS NOTED OTHERWISE.d)ALL FRAMING ABOVE NON-BEARING WALLS SHALL UTILIZE SLIP CONNECTIONS ENSURING PREVENTION OF UNINTENDED LOAD TRANSFER.e)WOOD STUD WALL SHALL BE 2X8 @ 24” OC, UNLESS NOTED OTHERWISE ON CONSTRUCTION DOCUMENTS. SILL PLATES SHALL UTILIZE A MINIMUM OF 2 ANCHOR RODS WHICH SHALL BE 5/8” DIAMETER X 8” EMBED WITH 3”X3”X1/4” PLATE WASHERS SPACED A MAXIMUM OF 4’-0” OC, UNLESS NOTED OTHERWISE. SILL PLATE SHALL NOT BE NOTCHED FOR FASTENING AND ANCHOR ROD THREADS SHALL EXTEND A MINIMUM OF 2 THREADS ABOVE NUT. ANCHOR RODS ARE REQUIRED WITHIN 1’-0” OF ALL JAMBS, CORNERS, WALL INTERSECTIONS AND WALL ENDS.f)PROVIDE SOLID STRUCTURAL BLOCKING BELOW ALL WOOD COLUMNS DIRECTLY TO FRAMING BELOW. REVISIONS1/23/2020 3:09:05 PMSTRUCTURALGENERAL NOTESS00201.23.2020© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDESIGNED BY | ERBDRAWN BY | GLEASONWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\Revitg)STRUCTURAL MEMBERS NOT SPECIFICALLY DETAILED FOR PENETRATIONS SHALL NOT BE CUT FOR MECHANICAL PIPES, DUCTS ETC UNLESS APPROVED BY THE ENGINEER.h)WOOD MEMBERS EXPOSED TO WEATHER OR IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED WOOD IN ACCORDANCE WITH AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) STANDARDS.i)ALL LAG SCREWS SHALL HAVE LEAD HOLES DRILLED THE SAME DIAMETER FOR THE SHANK AND 50% OF THE SHANK DIAMETER FOR THE THREADED PORTION. LUBRICATE THREADS BEFORE INSTALLATION.j)NAILING REQUIREMENTS NOT SPECIFIED ON THE CONSTRUCTION DOCUMENTS SHALL BE IN ACCORDANCE WITH IBC FASTENING SCHEDULE, TABLE 2304.9.1.k)ALL STEEL PLATE, FASTENERS, ANCHORS AND CONNECTORS IN DIRECT CONTACT WITH WOOD THAT HAS ALKALINE COPPER QUATERNARY (ACQ) WITHOUT AMMONIA PRESERVATIVE TREATMENT SHALL BE ASTM A153, CLASS B HOT-DIP GALVANIZED COATING G185 OR BE STAINLESS STEEL TYPE SS316L. ALL STEEL PLATE, FASTENERS, ANCHORS AND CONNECTORS IN DIRECT CONTACT WITH WOOD THAT HAS ALKALINE COPPER QUATERNARY (ACQ) WITH AMMONIA PRESERVATIVE TREATMENT SHALL BE STAINLESS STEEL TYPE SS316L.4) WOOD SHEATHING:a)INSTALL FLOOR & ROOF PLYWOOD PANELS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGGER ALL END JOINTS 48” MINIMUM AND PLACE AS INDICATED IN "CASE 1" OF THE LATEST EDITION OF AWC SDPWS TABLE 4.2A FOR ROOF AND FLOOR SHEATHING, UNLESS NOTED OTHERWISE ON CONSTRUCTION DOCUMENTS. FASTEN PANELS TO SUPPORTING FRAMING AND BLOCKING AS INDICATED ON CONSTRUCTION DOCUMENTS.b)INSTALL WALL STRUCTURAL PANELS WITH FACE GRAIN EITHER PARALLEL TO OR PERPENDICULAR TO SUPPORTS. IN HORIZONTAL INSTALLATIONS, STAGGER ALL END JOINTS A MINIMUM OF ONE STUD SPACE AND IN VERTICAL INSTALLATIONS, STAGGER ALL END JOINTS A MINIMUM OF THE TYPICAL STUD SPACING, UNLESS NOTED OTHERWISE ON CONSTRUCTION DOCUMENTS. FASTEN PANELS TO SUPPORTING FRAMING AND BLOCKING AS INDICATED ON CONSTRUCTION DOCUMENTS.c)PANELS LESS THAN 12 INCHES WIDE SHALL NOT BE USED.d)FASTENERS ALONG SHEAR PANEL EDGES SHALL NOT BE LESS THAN 3/8" FROM PANEL EDGE.e)NAIL HEADS SHALL NOT PENETRATE BEYOND A FLUSH CONDITION WITH FACE OF SHEATHING.f)WOOD SHEATHING FASTENING FRAMING ATTACHMENT, UNLESS NOTED OTHERWISE:1. WALL SHEATHING:a.0.131”Ø NAIL @ 6" AT PANEL EDGES, UNO — ALL PANEL EDGES SHALL BE BLOCKEDb. 0.131”Ø NAIL @ 12" AT PANEL FIELD, UNO2. ROOF SHEATHING:a. 0.148”Ø NAIL @ 4" AT PANEL EDGES, UNOb. 0.148”Ø NAIL @ 12" AT PANEL FIELD, UNOg)ALL SHEATHING SHALL BEAR THE VISIBLE GRADING STAMP OF THE APA —THE ENGINEERED WOOD ASSOCIATION (APA) OR OTHER APPROVED AGENCY.h)SCREWS SHALL BE FULLY DRIVEN AND SHALL BE OF SUFFICIENT LENGTH TO PENETRATE A MINIMUM OF 1-1/4 INCHES IN FRAMING.I.PRE-INSTALLATION CONFERENCES1)SCHEDULING AND CONDUCTING PRE-INSTALLATION CONFERENCES ARE THE RESPONSIBILITY OF THE CONTRACTOR. MEETING ATTENDEES AND FORMAT ARE OUTLINED IN THE PROJECT SPECIFICATIONS. COORDINATE LOCATION, TIME AND AGENDA ITEMS WITH THE ENGINEER. CONDUCT PRE-INSTALLATION CONFERENCES FOR THE FOLLOWING ACTIVITIES RELATED TO STRUCTURAL SYSTEMS:a) DRILLED PIERSb) CAST-IN-PLACE CONCRETEc)SLAB ON GRADE VAPOR BARRIERSd) SPECIAL INSPECTION REQUIREMENTSJ. SPECIAL INSPECTIONS AND TESTS:1)SPECIAL INSPECTIONS DESCRIBED BELOW ARE REQUIRED BY SECTION 1705 OF THE IBC AND SHALL BE PERFORMED PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE ENGINEER APPRISED OF WORK PROGRESS AS IT PERTAINS TO SPECIAL INSPECTIONS AND ENSURING THAT NO WORK REQUIRING SPECIAL INSPECTIONS IS CONCEALED BEFORE SPECIAL INSPECTIONS OCCUR. REFER TO THE PROJECT SPECIFICATIONS FOR OTHER INSPECTIONS AND MATERIALS TESTING REQUIREMENTS.2)EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND-OR SEISMIC FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND- OR SEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT PER SECTION 1704 OF THE IBC.3)THE OWNER SHALL EMPLOY QUALIFIED SPECIAL INSPECTORS DURING CONSTRUCTION TO PERFORM STRUCTURAL OBSERVATIONS FOR THE ELEMENTS NOTED BELOW.a)CONCRETE CONSTRUCTION: THE SPECIAL INSPECTIONS AND VERIFICATIONS FOR CONCRETE CONSTRUCTION SHALL BE AS REQUIRED BY SECTION 1705.3 AND TABLE 1705.3 OF THE IBC. INSPECTIONS INCLUDE BUT ARE NOT LIMITED TO PERIODIC INSPECTION OF VAPOR BARRIERS, MECHANICAL COUPLERS, REINFORCING STEEL AND PRESTRESSING TENDONS, PERIODIC INSPECTION OF ANCHORS CAST IN CONCRETE PRIOR TO CONCRETE PLACEMENT, PERIODIC INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS, CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES EXCEPT PERIODIC INSPECTION FOR SLABS ON GRADE AND ELEVATED COMPOSITE SLABS. VERIFY USE OF REQUIRED MIX DESIGN AND INSPECT CONCRETE FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. MATERIAL TESTING SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI 318 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” CHAPTERS 3 AND 5.b)WOOD CONSTRUCTION: THE SPECIAL INSPECTIONS AND VERIFICATIONS FOR WOOD CONSTRUCTION SHALL BE AS REQUIRED BY SECTION 1705.5 OF THE IBC. INSPECTIONS INCLUDE BUT ARE NOT LIMITED TO PERIODIC INSPECTION OF PREFABRICATED WOOD STRUCTURAL ELEMENTS, HIGH-LOAD DIAPHRAGMS AND METAL-PLATE-CONNECTED WOOD TRUSSES SPANNING 60 FEET OR GREATER.c)SOILS: SPECIAL INSPECTIONS FOR EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT AND LOAD-BEARING REQUIREMENTS SHALL BE AS REQUIRED BY SECTION 1705.6 AND TABLE 1705.6 OF THE IBC. THE APPROVED GEOTECHNICAL REPORT AND THE CONSTRUCTION DOCUMENTS PREPARED BY THE REGISTERED DESIGN PROFESSIONALS SHALL BE USED TO DETERMINE COMPLIANCE. INSPECTIONS INCLUDE BUT ARE NOT LIMITED TO PERIODIC INSPECTION OF MATERIALS BELOW SHALLOW FOUNDATIONS AND EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.d)CAST-IN-PLACE DEEP FOUNDATIONS: SPECIAL INSPECTIONS SHALL BE PERFORMED DURING INSTALLATION AND TESTING OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS AS REQUIRED BY TABLE 1705.8 OF THE IBC. THE APPROVED GEOTECHNICAL REPORT, AND THE CONSTRUCTION DOCUMENTS PREPARED BY THE REGISTERED DESIGN PROFESSIONALS, SHALL BE USED TO DETERMINE COMPLIANCE. INSPECTIONS INCLUDE BUT ARE NOT LIMITED TO CONTINUOUS INSPECTION DURING INSTALLATION INCLUDING EXCAVATION.K.DEFERRED SUBMITTALS1)DOCUMENTATION SUCH AS SHOP DRAWINGS, ERECTION DRAWINGS AND CALCULATIONS FOR DEFERRED SUBMITTAL ITEMS WILL BE REVIEWED BY THE ENGINEER WHEN AVAILABLE AND FORWARDED TO THE BUILDING OFFICIAL. CONTRACTOR SHALL ALLOW FOR A MINIMUM OF FIVE WORKING DAYS FOR ENGINEER REVIEW OF ALL DEFERRED SUBMITTALS.2)SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS REQUIRED BY THE PROJECT SPECIFICATIONS FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION. SHOP DRAWINGS FOR PROPRIETARY PRODUCTS DESIGNED BY THE MANUFACTURER SHALL INCLUDE DESIGN CALCULATIONS STAMPED BY AN ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED.3)THE CONTRACTOR SHALL REVIEW AND STAMP ALL DEFERRED SUBMITTALS TO ENSURE CONFORMANCE WITH CONSTRUCTION DOCUMENTS PRIOR TO SUBMITTING FOR ARCHITECTURAL AND ENGINEERING REVIEW. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND DETAILS WITH SUBCONTRACTORS. SHOP DRAWINGS OR PRODUCT DATA NOT STAMPED BY THE CONTRACTOR WILL NOT BE REVIEWED.4)SHOP DRAWINGS SHALL NOT REPLACE THE CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLY ARE NOT CONSIDERED AS CHANGES TO THE CONTRACT DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE CORRECTNESS AND COMPLETENESS OF ALL DEFERRED SUBMITTALS.5)DEFERRED SUBMITTALS SHALL CLOUD AND NOTE ANY DEVIATIONS OR SUBSTITUTIONS FROM THE CONTRACT DRAWINGS IN ALL INSTANCES. DEVIATIONS NOT CLOUDED ARE CONSIDERED NOT APPROVED, UNLESS NOTED SPECIFICALLY OTHERWISE BY THE ENGINEER. 6)PRODUCT SUBMITTALS SHALL INCLUDE THE FOLLOWING, UNLESS NOTED OTHERWISE:a) RAISED FLOOR SYSTEMSL. MISCELLANEOUS1)CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE CONSTRUCTION DOCUMENTS AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO PROCEEDING WITH CONSTRUCTION.2)USE ONLY WRITTEN DIMENSIONS FOR CONSTRUCTION. WHERE NO DIMENSION IS PROVIDED, CONSULT THE ENGINEER FOR CLARIFICATION PRIOR TO CONSTRUCTION.3)DETAIL MARKS ANNOTATED ON PLANS ARE INTENDED TO INDICATE SPECIFIC CONFIGURATION(S) AND INFORMATION. FOR PLAN CLARITY, NOT EVERY LOCATION WHERE A SPECIFIC DETAIL MAY APPLY IS ANNOTATED. CONTACT THE ENGINEER IF CLARIFICATION IS NEEDED.4)COORDINATE OPENINGS AND EMBEDDED ITEMS IN CONCRETE AND MASONRY WORK WITH ALL TRADES.5)NOTIFY ENGINEER OF ANY DISCREPANCIES DISCOVERED WITH OTHER TRADES.6)CONSTRUCTION LOADS SHALL NOT BE GREATER THAN THE DESIGN LOADS INDICATED IN DESIGN LOADS AND CRITERIA SECTION B.1, UNLESS REVIEWED AND APPROVED BY THE ENGINEER.7)EQUIPMENT OPENINGS INDICATED ARE FOR REFERENCE ONLY. COORDINATE EXACT LOCATIONS, DIMENSIONS AND DETAILS WITH EQUIPMENT MANUFACTURERS AND TRADES. ALL OPENINGS IN FLOORS, ROOFS OR OTHER STRUCTURAL MEMBERS THAT ARE NOT SPECIFICALLY DETAILED IN THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF AND REVIEWED BY THE ENGINEER.8)TEMPORARILY BRACE THE STRUCTURE TO RESIST ALL LOADS OR COMBINATIONS OF LOADS UNTIL ALL PERMANENT ELEMENTS ARE IN PLACE AND ALL CONNECTIONS ARE COMPLETE AS SHOWN. THE DESIGN AND SAFETY OF ALL ERECTION BRACING, SHORING AND TEMPORARY SUPPORTS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.9)COSTS ASSOCIATED WITH STRUCTURAL DRAWING CHANGES RESULTING FROM USE OF ALTERNATES OR SUBSTITUTIONS, INCLUDING MECHANICAL EQUIPMENT, IS THE CONTRACTOR'S RESPONSIBILITY.10)CONTRACTOR IS RESPONSIBLE FOR LOCATING, PROTECTING AND STABILIZING ALL ADJACENT STRUCTURES AND UTILITIES THROUGH ALL PHASES OF CONSTRUCTION.11)STRUCTURAL GENERAL NOTES SHALL NOT BE A SUBSTITUTE FOR THE PROJECT SPECIFICATIONS. CONFLICTS BETWEEN THE STRUCTURAL GENERAL NOTES AND PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OR THE STRICTER OF THE TWO CRITERIA SHALL BE USED.M.ABBREVIATIONS LIST (SOME OF THE LISTED ABBREVIATIONS MAY NOT APPEAR ON THE DRAWINGS)1) & AND 2) @ AT 3) AB ANCHOR BOLT 4) ACI AMERICAN CONCRETE INSTITUTE 5) ALT ALTERNATE 6)ANC ANCHOR 7) ANSI AMERICAN NATIONAL STANDARDS INSTITUTE 8) APPR APPROXIMATE 9) ARCH ARCHITECTURE OR ARCHITECTURAL 10) ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS 11) ASD ALLOWABLE STRESS DESIGN 12) ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS 13) AWC AMERICAN WOOD COUNCIL 14) BLDG BUILDING 15) BLK BLOCK 16) BM BEAM 17) BOF BOTTOM OF FOOTING18) BOT BOTTOM 19) BRG BEARING 20) BRKT BRACKET 21) BTWN BETWEEN 22) CIP CAST-IN-PLACE 23) CJ CONTROL JOINT 24) CL CENTER LINE 25) CLR CLEAR 26) CNJT CONTRACTION JOINT 27) COL COLUMN 28) CONC CONCRETE 29) CONN CONNECTION OR CONNECTOR 30) CONST JT CONSTRUCTION JOINT 31) CONT CONTINUE OR CONTINUOUS 32) CRSI CONCRETE REINFORCING STEEL INSTITUTE 33) DBA DEFORMED BAR ANCHOR 34) DBL DOUBLE 35) DEPR DEPRESSION 36) DET DETAIL 37) DIA DIAMETER 38) DIM(S) DIMENSION 39) DIR DIRECTION 40) DL DEVELOPMENT LENGTH 41) DWLS DOWELS 42) EA EACH 43) EE EACH END 44) EF EACH FACE 45) EJ EXPANSION JOINT 46) EL ELEVATION 47) ELEC ELECTRIC OR ELECTRICAL 48) EQ EQUAL 49) EQPM EQUIPMENT 50) ES EACH SIDE 51) EW EACH WAY 52) EXIST OR (E) EXISTING 53) EXP EXPANSION 54) EXP BOLT EXPANSION BOLT 55) EXP JT EXPANSION JOINT 56) FF FAR FACE 57)FIN FINISH 58) FL FLOOR 59) FND FOUNDATION 60) FT FOOT OR FEET 61) FTG FOOTING 62) GA GAUGE OR GAGE 63) GALV GALVANIZED OR GALVANIZE 64) GB GRADE BEAM 65) GC GENERAL CONTRACTOR 66) GL GLUED LAMINATED TIMBER 67) GP GUSSET PLATE 68) GR GRADE 69) HAS HEADED ANCHOR STUD 70) HEF HORIZONTAL EACH FACE 71) HIF HORIZONTAL INSIDE FACE 72) HOF HORIZONTAL OUTSIDE FACE 73) HOR HORIZONTAL 74) HS HIGH STRENGTH 75) HT HEIGHT 76) IBC INTERNATIONAL BUILDING CODE 77) ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS 78) IN INCH OR INCHES 79) ISJT ISOLATION JOINT 80) JB JOIST BEARING 81) JST JOIST 82) JT JOINT 83) K KIP (1000 POUNDS) 84) KSI KIPS PER SQUARE INCH 85) LB(S) POUND 86) LF LINEAR FEET OR LINEAL FEET 87) LONG LONGITUDINAL 88) LRFD LOAD AND RESISTANCE FACTOR DESIGN 89) LW LIGHT WEIGHT 90) LWC LIGHT WEIGHT CONCRETE 91)MAS MASONRY 92) MAX MAXIMUM 93) MC MECHANICAL CONTRACTOR 94) MF MOMENT FRAME95) MFG MANUFACTURING 96) MFR MANUFACTURER 97) MECH MECHANICAL 98) MIN MINIMUM 99) MTL METAL 100) (N) NEW 101) N/A NOT APPLICABLE 102) NIC NOT IN CONTRACT 103) NO OR # NUMBER 104) NOM NOMINAL 105) NTS NOT TO SCALE 106) NWC NORMAL WEIGHT CONCRETE 107) OC ON CENTER 108) OPNG OPENING 109) PC PILE CAP 110) % PERCENT 111) PERP PERPENDICULAR 112) PL PLATE 113) PLMB PLUMBING OR PLUMB 114) PROJ PROJECTION 115) PSF POUNDS PER SQUARE FOOT 116) PSI POUNDS PER SQUARE INCH 117) PVC POLYVINYL CHLORIDE 118) QTY QUANTITY 119) R RADIUS 120) REINF REINFORCE, REINFORCED, REINFORCEMENT OR REINFORCING 121) REQD REQUIRED 122) RET RETURN 123) RETG RETAINING 124) REV REVISION 125) SC SHEAR CONNECTOR 126) SCH SCHEDULE 127) SDI STEEL DECK INSTITUTE 128) SECT SECTION 129) SF STEP FOOTING 130) SF SQUARE FOOT OR SQUARE FEET 131) SHT SHEET 132) SIM SIMILAR 133) SJI STEEL JOIST INSTITUTE 134) SL SPLICE LENGTH 135) SLV SHORT LEG VERTICAL 136) SOG SLAB ON GRADE 137) SPA SPACE OR SPACES 138) SPEC SPECIFIED OR SPECIFICATION 139) SQ SQUARE 140) STD STANDARD 141) STIFF STIFFENER 142) STL STEEL 143) STR STIRRUP 144) STRUCT STRUCTURAL OR STRUCTURE 145) SUP SUPPORT 146) SYM SYMMETRICAL 147) T&B TOP AND BOTTOM 148) TB TRUSS BEARING 149) THK THICK OR THICKNESS 150) THRD THREAD OR THREADED 151) TOB TOP OF WOOD BEAM/GLUED LAMINATED TIMBER 152) TOCB TOP OF CONCRETE BEAM 153) TOCP TOP OF CONCRETE PIER/PILASTER 154) TOCS TOP OF CONCRETE SLAB 155) TOCW TOP OF CONCRETE WALL 156) TOF TOP OF FOOTING 157) TOGB TOP OF GRADE BEAM 158) TOP TOP OF PIER/PILE 159) TOPC TOP OF PILE CAP 160) TOSH TOP OF SHEATHING 161) TOW TOP OF WOOD/LIGHT GAGE WALL 162) TOWL TOP OF WOOD LEDGER 163) TRANS TRANSVERSE 164) TYP TYPICAL 165) UNO UNLESS NOTED OTHERWISE 166) VIF VERIFY IN FIELD 167) W/ WITH 168) W/O WITHOUT SEE PLANTOPCONC REINFORCING LAP SCHEDULEREBAR SIZECONCRETESTANDARD HOOK (ldh)HORZ TOP BAR (ld)VERT & HORZ (ld)1'-6"2'-0"2'-6"2'-11"4'-3"4'-11"5'-6"6'-2"#10#9#8#7#6#5#4#31'-11"2'-7"3'-2"3'-10"5'-7"6'-4"7'-2"8'-0"0'-9"1'-0"1'-2"1'-4"1'-6"REINFORCING NOTES:1. CONCRETE SPLICE LENGTHS ARE CLASS 'B' SPLICES BASED ON F'C=4,500 PSI AND GRADE 60 REINFORCEMENT WITH CLEAR COVER OF AT LEAST ONE BAR DIAMETER AND BAR SPACING OF AT LEAST TWO BAR DIAMETERS. USE CLASS 'B' SPLICES UNLESS NOTED OTHERWISE.2. HORZ TOP BAR SPLICE LENGTHS ARE USED WHEN MORE THAN 12" OF FRESH CONCRETE IS CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE.3. HORZ TOP BAR SPLICE LENGTHS MAY BE USED AT ALL LOCATIONS IN CONCRETE AT THE CONTRACTORS DISCRETION.4. HOOKED BAR TAIL LENGTH: Lhk = 16 BAR DIAMETERS (#3-#8) Lhk = 17 BAR DIAMETERS (#9-#10)0'-7"1'-9"1'-11"MARK1'-0"CONCRETE GRADE BEAM SCHEDULETOPROW 12- #5CONC GRADE BEAM NOTES:1. REFERENCE DETAILS 1/S201 & 2/S201 FOR GENERAL CONC GRADE BEAM ELEVATION AND SECTION VIEWS.2. HORIZONTAL REINFORCING IS CONTINUOUS IN ROWS 1, 4 AND EACH FACE (INTERMEDIATE). WHEN BAR LENGTH IS GIVEN FOR ROW 2, CENTER BARS OVER SUPPORT PIER. WHEN BAR LENGTH IS GIVEN FOR ROW 3, CENTER BARS BETWEEN PIERS AT MID SPAN. SCHEDULED REINFORCING APPLIES TO ALL SPANS IN THE TOTAL BEAM / WALL LENGTH UNLESS SPECIFICALLY INDICATED OTHERWISE ON FOUNDATION PLAN.3. VERTICAL REINFORCING CONSISTS OF ONE CLOSED TIE LOCATION AS FOLLOWS:ZONE A COMPRISES 20% OF THE BEAM SPAN EACH SIDE OF SUPPORT PIER.ZONE B COMPRISES THE BALANCE OF THE BEAM SPAN (MID LENGTH) BETWEEN PIERS.4. SEE 8/S201 FOR VERTICAL DOWELS INTO GRADE BEAMS, PILASTERS AND SLAB.5. STAGGER ADJACENT REINF BAR LAPS IF MORE THAN TWO BARS IN ONE ROW AND LOCATE LAPS IN ACCORDANCE WITH THE FOLLOWING:LAP TOP BARS NEAR MIDSPAN - WITHIN THE MIDDLE THIRD OF THE SPAN.LAP BOTTOM BARS NEAR PIERS - WITHIN ONE LAP LENGTH OF PIER LOCATION.GB-1GB-2BEAM SIZEWIDTHDEPTH2'-0"ROW 21- #5HORIZONTAL REINFORCINGEACH FACE (INTER-MEDIATE)#5 @ 12"BOTTOMROW 31- #5ROW 42- #5VERTICAL REINFORCINGZONE A ADJACENT SUPPORTZONE B MIDSPANT1 = #3 @ 10"T1 = #3 @ 10"REMARKS--1'-0"2- #52'-0"2- #5X6'-0"#5 @ 12"2- #6X6-0"2- #5T1 = #3 @ 12"T1 = #3 @ 12"GB-3-1'-4"2- #51'-7"-#5 @ 12"4- #6X10'-0"5- #6T1 = #3 @ 12"T1 = #3 @ 12"GB-4-1'-0"2- #52'-0"-#5 @ 12"2- #6X6'-0"2- #6T1 = #3 @ 12"T1 = #3 @ 12"MARKPIER DIAMETERPIER LENGTHDRILLED PIER SCHEDULEDRILLED PIER NOTES:1. LENGTH INDICATED ON SCHEDULE FOR EACH PIER REPRESENTS A BID QUANTITY. ACTUAL LENGTH WILL BE DETERMINED DURING EXCAVATION BASED ON THE ACTUAL BEARING CONDITIONS AS REVIEWED AND DETERMINED BY THE GEOTECHNICAL ENGINEER.VERT REINFVERT REINF LENGTHUPPER ZONE HOOP REINFUPPER ZONE LENGTHLOWER ZONE HOOP REINFLOWER ZONE LENGTHALIGNMENT BLOCKTIE MIDDLE WIRESTO HOOP REINFTIE TOP & BOT WIRES TO VERT REINFRADIUS = 3"PRECASTCONCRETEEMBEDDED TIE WIRES2"REBAR WHEEL SPACERS @ 10'-0", MIN 2 SETS PER PIERA3"CLR#4 @ 6'-0"+/- TEMP STIFFENERS,STAGGER ORIENTATION ALONGPIER CAGE. REMOVE WHEN LOWERING CAGE IF TREMIEMETHOD USED.VERT REINF, SEE SCHEDHOOP W/ 135° HOOKS,SEE SCHEDUPPER ZONE HOOP REINF, SEE DRILLED PIER SCHEDLOWER ZONE HOOP REINF, SEE DRILLED PIER SCHEDUPPER ZONE HOOP LENGTH, SEE DRILLED PIER SCHEDTEMPORARY CASINGIF REQ'DVERT REINF, SEE DRILLED PIER SCHEDDRILLED PIER SECTIONPLANSEEMIN1'-0"SEE DRILLED PIER SCHEDTOTAL PIER LENGTH 'L'TOP OF GRAVEL DEPOSITS AS DENOTED IN GEOTECHNICAL REPORTAAVERT REINF LENGTH, SEE PIER SCHEDCLR 6"3"CLR3"SEE DRILLEDDSEE DRILLED PIER DETAILS FOR DOWEL REQSLOWER ZONE HOOP LENGTH, SEE DRILLED PIER SCHEDPIER SCHED2'-0" 40'-0"DP113- #6 #4 @ 5" 3'-0"#4 @ 5"--PIER LENGTHMINUS 9"REVISIONS1/23/2020 3:09:05 PMFOUNDATIONSCHEDULESS00301.23.2020© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDESIGNED BY | ERBDRAWN BY | GLEASONWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\Revit 1/8" = 1'-0"S0031CONCRETE REINFORCING LAP SCHEDULE 1/8" = 1'-0"S0032GRADE BEAM SCHEDULE 3/4" = 1'-0"S0033DRILLED PIER SCHEDULE 2AS0042BS0042CS0042DS0042ES0042BS0042CS0042CS004SIMWOOD SHEATHING SHEAR WALL SCHEDULEWALL TYPESHEATHING TYPE & THICKNESSLOCATIONBLOCKING (ALLJOINTS)BLOCKING MINSIZEMIN STUDSIZEPANEL FASTENINGEND WALL POSTSILL PLATE ANCHORAGEREMARKSPLYWOOD/OSB 15/32"PLYWOOD/OSB 15/32"1- SIDE1- SIDENOYESN/A2X42X2X0.131"Ø@ 6"0.131"Ø@ 4"3- 2X MATCHING WALL WIDTH3- 2X MATCHING WALL WIDTH5/8"Ø ANC ROD @ 48"5/8"Ø ANC ROD @ 48"N/AN/A0.131"Ø@ 12"0.131"Ø@ 12"PANEL EDGEINTERMEDIATEHOLD-DOWN SCHEDULETYPEMARKHDU4-SDS2.5MINIMUM EMBEDMENT DEPTH FORINSTALLED ANCHORS12",3" MIN FROM EDGEANCHOR DIA REQD5/8"ØREMARKSMINIMUM THICKENED SLAB REQUIRED AT INTERIORHOLD-DOWN LOCATIONS (WxLxD) UNO2AS004EXTENT OF SHEAR WALLINTERMEDIATENAILING TOFRAMING, SEESCHEDULEBLOCK SOLIDAT SHEATHINGJOINTSSEE SHEAR WALL SCHEDULE FOR PANEL EDGE NAILINGSEE PLAN FOR DETAILWOOD POST, SEE SCHEDULETOP OFCONCAS INDICATED ON PLANSHOLD-DOWN POSTSHEAR WALL, SHEATHINGMUST BE CONTINUOUS/UNINTERRUPTED ANDATTACHED TO POST PER SHEAR WALL SCHEDULEHOLD-DOWN,SEE SCHEDULEINSIDE FACEOF FDN WALL3"NTSHOLD-DOWN AT CONCSHEAR WALL SHEATHING MUST BE CONTINUOUS UNINTERRUPTED TO OUTER FACE OF END POSTSHEATHING JOINT2X4 FLAT-WISE BLOCKING AT WOOD SHEAR WALLSSHEAR WALLEND POSTSTAGGERNAILINGNTS3/4"INSTALL BLOCKING FLATWISE AT SIM AT WOOD FRAMED WALLSWOOD STUD OR BLOCKING, SEE PLANSHEATHING JOINT& FRAMING MEMBERNTSNTSPRE-ENGINEERED GABLE TRUSSVERT GABLETRUSSCHORDSIMPSONHTS20 AT EATRUSS4X POSTSHEAR WALL, SEE SCHED(ILLUSTRATION ABOVE INTENDED TO COVER BASIC FRAMING CRITERIAREQUIRED AT SHEAR WALLS - SEE PLANS AND DETAILS FORSPECIFIC CONDITIONS.)GENERAL SHEAR WALL ELEVATIONANCCLCLSW-ASW-BSW-C4N/A 5/8"Ø CAST IN PLACE ANCHORNOTES:1. EXPANSION ANCHORS ARE NOT ACCEPTABLE FOR USE AT HOLD-DOWNS AT CONCRETE INTERFACES.2. WHERE ADHESIVE ANCHORS ARE SPECIFIED CONFIRM THAT REINFORCING STEEL DOES NOT CONFLICT W/ DRILLING HOLD-DOWN ANCHOR.3. SEE PLAN FOR HOLD-DOWN LOCATIONS.EDGE OF WALL2DS004TENSION TIE4"4"4"24"2- #4 TENSION TIESEND WALL POST, SEE SCHEDHOLD-DOWN, SEE SCHED1 1/4"XCONT MFD RIM BOARDRIM JOIST ATTACHMENT, SEE SHEAR WALL SCHEDFLOOR SHEATHING, SEE PLANFLOOR JOIST, SEE PLAN2ES004NTSSOLID BLOCKING BELOW HOLD-DOWN BETWEEN FLOOR JOISTS 2" 2"PLYWOOD/OSB 15/32"2- SIDES YES3X43X OR 2- 2X0.131"Ø@ 4"3- 4X MATCHING WALL WIDTHW/ TENSION TIES0.131"Ø@ 12"5/8"Ø ANC ROD @ 10"NOTES:1. ALL EXTERIOR WALLS SHALL BE SHEATHED W/ 15/32" SHEATHING, BLOCKED AT JOINTS, 0.131"Ø @ 6" AT ALL PANEL EDGES & 12" AT INTERMEDIATE SUPPORTS, UNLESS INDICATED OTHERWISE. 2. NAIL HEADS SHALL NOT PENETRATE BEYOND A FLUSH CONDITION WITH FACE OF SHEATHING AND SHALL HAVE 3/8" MIN EDGE DISTANCE.3. SEE PLANS FOR SHEAR WALL MARK LOCATIONS AND LIMITS.4. INSTALL WALL PANEL WOOD SHEATHING WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGGER ALL END PANEL JOINTS 32", MINIMUM. FASTEN PANELS TO SUPPORTING FRAMING AND BLOCKING IN ACCORDANCE WITH SHEAR WALL SCHEDULE AND DETAILS FOR CRITICAL NAILING.5. NO PANELS LESS THAN 12 INCHES WIDE SHALL BE USED.6. WHERE BOTH FACES ARE SCHEDULE TO BE SHEATHED, STAGGER VERTICAL PANEL EDGES BY AT LEAST ONE STUD SPACE.7. IF MULTI-STORY SHEAR WALLS ARE SPECIFIED, PROVIDE SOLID BLOCKING BELOW END POSTS AND ALL BEARING STUDS.8. ALL SILL PLATES REQUIRE PLATE WASHER 3"X3"X1/4" AT ANCHOR BOLTS.HDU11-SDS2.524", 4" MIN FROM EDGE1"Ø11HDU14-SDS2.524", 4" MIN FROM EDGE1"Ø14N/A1"Ø CAST IN PLACE ANCHORW/ TENSION TIES SEE DET 2A1"Ø CAST IN PLACE ANCHORW/ TENSION TIES SEE DET 2AN/ACLXCLSEE ARCHROUGH OPENING,KING STUDS, SEE HEADER SCHEDTYP HEADER W/ 6- 0.148"Ø NAILS INTO EA END, SEE HEADER SCHEDTRIMMER STUDS, SEE HEADER SCHEDCRIPPLE STUDS AT TYP STUD LAYOUTSIMPSON LS50 TOP & BOT OF HEADER WHERE HEADER SPAN EXCEEDS 6'-0"DOUBLE SILL PLATE AT OPENING >6'-0"SIMPSON LS50 TOP & BOT OF KING STUD WHERE HEADER SPAN EXCEEDS 6'-0"DOUBLE HEADER PLATE AT OPENING >6'-0"DOUBLE TOP PLATE, SEE TOP PLATE SPLICE SCHED4- 0.148"Ø NAILS TYP, KING TO TRIMMER0.148"Ø NAIL @ 12" EA SIDE, TYPWOOD HEADER SCHEDULEMARK2- 2X6 1HEADER SIZENUMBER OF TRIMMER STUDS REQD[UNLESS NOTED OTHERWISEON PLAN SHEETS]2# OF KING STUDS REQD (SILL PLATE TO DBL TOP PLATE) [UNLESS NOTED OTHERWISE ON PLAN SHEETS]H12- 2X8 12H213H313H4NOTES:1. SEE STRUCTURAL PLAN NOTATION & PLAN LEVEL WHERE STUDS BEGIN FOR NUMBER OF STUDS REQUIRED WHICH VARY FROM SCHEDULE ABOVE.2. ALL HEADERS SHALL BE 'H1', UNO.3- 2X123.125X10.5 WOOD STRUCTURAL PANEL DIAPHRAGM SCHEDULEMARKSHEATHING TYPE& THICKNESSSPANRATINGBLOCKING(ALL JOINTS)MIN BLOCKING SIZENAILINGPANEL EDGE SUPPORTSINTERMEDIATESUPPORTS0.148"Ø @ 4"0.148"Ø @ 12"REMARKS15/32" T&GSHEATHING32/16, MINYES2" WIDTHNOTES:1. LAY PANELS WITH LONG PANEL DIRECTION PERPENDICULAR TO SUPPORTS. STAGGER ALL END JOINTS AND PLACE AS INDICATED IN "CASE 1" AS SHOWN IN DIAGRAM, UNLESS NOTED OTHERWISE ON PLAN SHEETS.2. NAIL HEADS SHALL NOT PENETRATE BEYOND A FLUSH CONDITION WITH FACE OF SHEATHING.3. FASTENER ATTACHMENT SHALL MAINTAIN 3/8" MINIMUM EDGE DISTANCE. SEE JOINT NAILING DETAIL SHOWN ON WOOD SHEAR WALL SCHEDULE FOR RECOMMENDED JOINT NAILING INSTALLATION.4. SEE PLANS FOR WOOD SHEATHING MARK LOCATIONS AND LIMITS.5. STAGGER ALL END JOINTS 32" MINIMUM.6. MINIMUM PANEL DIMENSION SHALL BE 24" UNLESS ALL EDGES OF THE UNDERSIZED PANELS ARE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING.7. SHEATHING GRADE REQUIREMENTS SHALL BE PER THE PROJECT SPECIFICATIONS.WD-1N/AN/AREVISIONS1/23/2020 3:09:06 PMFRAMING SCHEDULESS00401.23.2020© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDESIGNED BY | ERBDRAWN BY | GLEASONWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\Revit 1/8" = 1'-0"S0041SHEAR WALL AND HOLD-DOWN SCHEDULE 1/2" = 1'-0"S0042WOOD HEADER SCHEDULE 1/8" = 1'-0"S0043SHEATHING / DIAPHRAGM SCHEDULE WD-1WD-X01A0202BC0304WALL STUDS TO BE 2X8 @ 24" O.C. TYPSW-BSW-ASW-ASW-ASW-CSW-CH1H1H1H1H1H3H4H2H11114144418" TJI 360 @ 24"JBJB113'-0"JBVARIESJBVARIESH1117'-11"WALL STUDS TO BE 2X8 @ 24" O.C. TYPBOLLARD, SEE ARCH, TYPCONC JERSEY BARRIER, SEE ARCH, TYPSNOW BAR,SEE ARCH, TYP2S202______________3S202______________DOGHOUSE, SEE ARCH2M300______________01A0202BC030413'-0"13'-0"12'-6"13'-0"13'-0"13'-0"12'-6"26'-0"65'-0"GB1GB2GB1GB1GB1DP1DP1DP1DP1DP1DP1DP1DP1DP1DP1DP1DP1DP1DP1DP1DP1DP1GB4GB4GB4GB397'-4"TOCP ALONG GRID A97'-4"TOCP ALONG GRID BTOCP ALONG CENTER ROW(99'-4")(99'-4")(99'-4")(99'-4")(99'-4")(99'-4")(98'-11")97'-4"8" CONC SLAB W/ #5 @ 8" ALONG SPAN & #4 @ 12" TRANS, TYPELEV = 100'-0"8" CONC SLAB W/ #5 @ 8" ALONG SPAN & #4 @ 12" TRANSELEV = 98'-11"DP1(99'-4")(99'-4")CONC JERSEY BARRIER, SEE ARCH, TYPGRADE BEAMS FOR CONVEYOR SUPPORT, VERIFY W/ ENGINEER OF RECORD FOR CORRECT PLACEMENT AND DESIGN5S201______________6S201TYP______________7S201______________6S201TYP______________6S201TYP______________2M300______________1. ALL GRID DIMENSIONS ARE LOCATED AT OUTSIDE FACE OF FOUNDATION WALL OR AT CL OF COLUMN.2. PLAN SHEET "CUT" PLANE IS ASSUMED TO OCCUR 18" ABOVE FLOOR/SLAB LEVEL.3. COORDINATE FOUNDATION WALL PENETRATION SIZE AND LOCATIONS WITH OTHER TRADE(S).4. COORDINATE ALL REQUIRED SLEEVES FOR WATER, SEWER, STORM, ELECTRICAL, CABLE, AND IRRIGATION. 5. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR PERIMETER FOUNDATION DRAIN.6. REFERENCE ARCHITECTURAL/PLUMBING PLANS FOR FLOOR DRAIN LOCATIONS AND SLOPED SLAB LIMITS.7. UNDER SLAB VAPOR RETARDER:A. LOCATE VAPOR RETARDER ON TOP OF DRAINAGE COURSE (DIRECTLY BENEATH SLAB), AND SUBSEQUENT PRE-CONSTRUCTION MEETING SHOULD TAKE PLACE TO DISCUSS LIKELY SLAB CURLING ISSUE.8. SEE DETAIL 3/S201 AND 4/S201 FOR FDN WALL REINFORCING DETAILS.9. SEE ARCH AND MECH FOR EXACT UNIT LOCATIONS, SEE MFR FOR ANCHORAGE.10. SEE DETAIL 9/S201 FOR CONSTRUCTION JOINT DETAIL. JOINT TO ONLY RUN PARRALLEL WITH ONE WAY SLAB DIRECTION.FOUNDATION PLAN NOTESXXX'-X"TOCPINDICATES TOP OF CONCRETE WALLELEVATION.INDICATES DRILLER PIER, SEE SCHEDULE ON SHEET S003.INDICATES WOOD STRUCTURAL STUD WALL.STRUCTURAL PLAN NOTATIONINDICATES DECKING (SHEATHING) REQUIRED ANDSPAN DIRECTION. SEE SCHEDULE ON S004.INDICATES HEADER TYPE, SEE SCHEDULE ON SHEET S004.HXDP114INDICATES HOLDOWN TYPE, SEE SCHEDULE ON SHEET S004.(XXX'-XX")INDICATES GRADE BEAM ELEVATION.XXX'-X"JBINDICATES JOIST BEARING ELEVATION.GBXINDICATES GRADE BEAM, SEE SCHEDULE ON S0031. ALL GRID DIMENSIONS ARE LOCATED AT OUTSIDE FACE OF FOUNDATION WALL OR AT CL OF COLUMN.2. PLAN SHEET "CUT" PLANE IS ASSUMED TO OCCUR 18" ABOVE FLOOR/ROOF LEVEL.3. SEE DET 1/S202 FOR SECONDARY FRAMING AND CONNECTIONS AT ROOF PENETRATIONS LARGER THAN 1'-0".4. SEE STRUCTURAL GENERAL NOTES SECTION "B" FOR DESIGN LOADS REQUIRED.5. REFERENCE OTHER DISCIPLINES INDICATING SUSPENDED EQUIPMENT FOR SPECIFIC PLAN LOCATION, LOADING AND CONNECTION DETAILS TO PRIMARY STRUCTURAL FRAMING.6. SEE ARCH AND MECH FOR EXACT UNIT LOCATIONS, SEE MFR FOR ANCHORAGE.FRAMING PLAN NOTESREVISIONS1/23/2020 3:09:07 PMFOUNDATION &FRAMING PLANSS10101.23.2020© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDESIGNED BY | ERBDRAWN BY | GLEASONWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\Revit 1/8" = 1'-0"S1012FRAMING PLAN 1/8" = 1'-0"S1011FOUNDATION PLANNORTH REFNORTH REF SEE PLANTOGBSEE PLANTOPSEE PLANTOGBSEE PLANTOCSSEE PLANTOGBSEE PLANTOCSSEE PLANTOGBSEE PLANTOCSSEE PLANTOGBSEE PLANTOCPSEE PLANTOCSSEE PIER DET 8/S201 FOR DOWELS INTO GRADE BEAMS - PIER REINFNOT SHOWNSEE 3/S201 FOR HORZCORNER REINF ORCORNER BARS TOMATCH HORZ IN OUTSIDE FACESUPPORT - CORNER/END.20 X SPANZONE AZONE B.20 X SPANZONE A.20 X SPANZONE ASUPPORT - INTERMEDIATESPANZONE BOPTIONAL CONSTRUCTION JOINT:RUN HORZ REINF THRU CONTINUOUS - ADD VERT (TIE) REINF EA SIDE2X4X2'-0" NOMINAL KEYWAYW/ 4- #6X5'-0" HORZ DOWELS.25+\- X SPAN1'-0"1'-0"3"3"3"3"X" SPAX" SPAFACE HORZ REINFBOT HORZ REINF,ROW 4ADD BOT HORZREINF, ROW 3 -CENTER MID SPANTOP HORZ REINF,ROW 1VERT (TIE)REINF, TYPADD TOP HORZREINF, ROW 2 -CENTER OVERSUPPORT(ONLY PARTIAL VERT REINF SHOWN)SPANGB-XDEPTHCLCLCONC GRADE BEAM, SEE PLAN2S201CLBOT REINF ROW 3FACE REINFVERT REINF,(TIE) TXFACE REINFTOP REINF ROW 2CONC GRADE BEAM NOTES:1. CONCRETE GRADE BEAM SECTION VIEWS SHOWN HERE REPRESENT GENERAL REINFORCING DESCRIPTIONS AND POSITION ONLY - REFERENCE THE GRADE BEAM SCHEDULE SHEET S003 AND DETAIL SHEETS FOR ADDITIONAL INFORMATION.12"12"TYPTYPGRADE BEAM EXTENSION SOME LOCS, SEE PLANCLCL8"CLR3"CL8"CLR2"DEPTHCLR1 1/2"BOT REINF ROW 4TOP REINF ROW 1SEE CONCRETE REINF LAP SCHED FOR X'-X"X'-X"PLAN VIEW - DOUBLE MAT OF REINFORCINGPLAN VIEW - SINGLE MAT OF REINFORCINGCORNER BARS,SIZE & SPACE TO MATCH HORZ REINFCORNER BARS,SIZE & SPACE TO MATCH HORZ REINFCONC GRADE BEAM, SEE PLANCONC GRADE BEAM, SEE PLANPLAN VIEW STD HOOK, SEE SCHEDPLAN VIEW STD HOOK, SEE SCHEDALTERNATE HOOKCONC GRADE BEAM, SEE PLANCONC GRADE BEAM, SEE PLANPLAN VIEW STD HOOK, SEE SCHEDALTERNATE HOOKCONC GRADE BEAM, SEE PLANCONC GRADE BEAM, SEE PLANSLAB3" VOID FORMRIGID INSUL, SEE ARCH#5X10" DOWEL TO MATCH GRADE BEAM VERT BARSTD HOOK, SEE SCHEDCONC GRADE BEAM, SEE PLANSLAB3" VOID FORMRIGID INSUL, SEE ARCH2X8 WALL @ 24" W/ SHEATHING, SEE SHEAR WALL SCHED2X PT SOLE PLATE W/ ATTACHMENT, SEE SHEAR WALL SCHED#5X10" DOWEL TO MATCH GRADE BEAM VERT BARSTD HOOK, SEE SCHEDCONC GRADE BEAM, SEE PLAN3" VOID FORMRIGID INSUL, SEE ARCH2X8 WALL W/ SHEATHING, SEE SHEAR WALL SCHEDSLAB, SEE PLANCONCRETE FILLRIGID INSUL, SEE ARCHRIGID INSUL, SEE ARCH3" VOID FORM3" VOID FORMCONC GRADE BEAM, SEE PLANCONC GRADE BEAM, SEE PLANSLAB, SEE PLANSLAB, SEE PLAN2X PT SOLE PLATE W/ ATTACHMENT, SEE SHEAR WALL SCHEDDOWEL BARS, MATCH SLAB REINF TYPSEE CONC REINF LAPSCHED FOR , TYPXXXXDOWEL BARS, MATCH SLAB REINF TYPSTD HOOK, SEE SCHEDSTD HOOK, SEE SCHED,TYPREINF LAP SCHEDEMBED, SEE CONCREINF LAP SCHEDEMBED, SEE CONCGRADE BEAM NOT SHOWN FOR CLARITY8- #6 DOWEL W/ STD 180 DEGREE HOOKDRILLED PIER,SEE SCHED FOR REINFMIN5"CLJOINT1 1/2"1 1/2"CONC SLAB ON GRADE, SEE PLAN W/ REINF CENTERED WITHIN SLAB DEPTHCUT ALL REBAR AT JOINT3/8"X2"X12" PL DOWEL ASSEMBLY LIGHTLY GREASED @ 18"MID-DEPTH OF SLABSAWCUT 1" DEEP & SEALAFTER 28 DAYS-ANTICIPATE GRINDINGTO FLUSH FINISH2- #4 EA SIDECONSTRUCTION JOINT(PROVIDE AS REQD IN LIEU OFCONTRACTION JOINT SHOWN)NOTE: SEE PLAN FOR CONC SLAB ON GRADE JOINT LOCATIONS, UNO.3" VOIDFORM RIGID INSUL, SEE ARCHREVISIONS1/23/2020 3:09:08 PMFOUNDATION DETAILSS20101.23.2020© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDESIGNED BY | ERBDRAWN BY | GLEASONWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\Revit 3/4" = 1'-0"S2011CONCRETE GRADE BEAM ELEVATION 3/4" = 1'-0"S2012CONCRETE GRADE BEAM SECTION 3/4" = 1'-0"S2013REINF IN FDN WALL CORNER 3/4" = 1'-0"S2014REINF IN FDN WALL INTERSECTION 3/4" = 1'-0"S2015SLAB AT CENTER GRADE BEAM 3/4" = 1'-0"S2016SLAB AT EXT GRADE BEAM 3/4" = 1'-0"S2017SLAB AT CONVEYOR GRADE BEAM 3/4" = 1'-0"S2018DRILLED PIER DOWEL ELEVATION 3/4" = 1'-0"S2019SLAB JOINT DETAIL SEE PLANJBSEE PLANJBFRAMING, SEE PLANNAILING, SEE DIAPHRAGM SCHEDULEAND PLAN FOR BLOCKING REQSSOLID 2X4 BLOCKING WHERE INDICATED1AS2021AS202PLAN VIEWNTSSHEATHING, SEE PLANSHEATHING, SEE PLAN FOR LAYOUT2X BLOCKING AT PANEL EDGES INDICATED ON PLAN, SEE SCHEDULE FOR NAILINGFIELD NAILING ALL INTERMEDIATE SUPPORTSEDGE NAILING ALL SUPPORTED PANEL EDGES & DIAPHRAGM PERIMETERNOTE:1. MIN EDGE DISTANCE FOR NAILS SHALL BE 3/8".2. PANELS SHALL NOT BE LESS THAN 4'-0" X 8'-0" EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING WHERE MIN SHEATHING SHEET SIZE SHALL BE 2'-0" X 4'-0".3. NAILS SHALL NOT BE OVERDRIVEN.4. REFER TO GENERAL NOTES FOR ADDITIONAL INFO.EDGE NAILSOLID BLOCKINGROOF SHEATHING, SEE PLANEDGE NAILING2X6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHEDRAFTER, SEE PLAN12SEE PLAN2- 0.148" TOE-NAILS EA SIDEBLOCKING ATTACHMENT, SEE SHEAR WALL SCHEDSOLID BLOCKING, ADD 3"Ø HOLES AS REQD FOR VENTINGCLHCLH/22X BEVEL PLATENOTE: SIMPSON VPA CONNECTORS MAY BE USED IN LIEU OF BEVELED BRG PLATEEDGE NAILSOLID BLOCKINGROOF SHEATHING, SEE PLANEDGE NAILING2X6 @ 16" W/ SHEATHING, SEE SHEAR WALL SCHEDRAFTER, SEE PLAN12SEE PLAN2- 0.148" TOE-NAILS EA SIDEBLOCKING ATTACHMENT, SEE SHEAR WALL SCHEDSOLID BLOCKING, ADD 3"Ø HOLES AS REQD FOR VENTINGCLHCLH/22X BEVEL PLATENOTE: SIMPSON VPA CONNECTORS MAY BE USED IN LIEU OF BEVELED BRG PLATEREVISIONS1/23/2020 3:09:09 PMFRAMING DETAILSS20201.23.2020© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDESIGNED BY | ERBDRAWN BY | GLEASONWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\Revit 3/4" = 1'-0"S2021DIAPHRAGM SHEATHING ATTACHMENT 3/4" = 1'-0"S2022RAFTER BEARING AT WOOD STUD WALL 3/4" = 1'-0"S2023RAFTER BEARING AT WOOD STUD WALL 1 79 5 '1800'1790'1805'1805'1803'1804'1802'1801'1787'PLAY AREA(E) BOILER ROOM(E) MAIN ELECTRICALROOM122223455______________A1003100'-0"53(E) DUPLEX(E) APT. (E) GARAGE(E) FUEL STORAGE(E) SEWAGE TREATMENT(E) SCHOOLCLR3'-0"1572 SF= 6300OVERALL DIAGONAL 63'-4"MAX TRAVEL DISTANCE= 65'-8"FEFECLR 3'-0"42'-1"CLR 3'-0"CLR5'-0"CLR5'-0"FUEL STORAGE AREA N.I.C. SIZE & CONSTRUCTION BY OWNER88888 SF= ######EXIT PATHSPACE AREAOCCUPANCY TAG:NUMBER OF OCCUPANTSOCCUPANT LOAD FACTORSURFACE MOUNTED FIRE EXTINGUISHER - SEE SPECIFICATIONS FE60MUL RATED FIRE DOOR AND FRAME WITH RATING AS INDICATED- SEE SHEET A601NOTE: SEE ELECTRICAL FOR ILLUMINATED EXIT SIGNS.CODE PLAN LEGENDGOVERNING CODES:2012 INTERNATIONAL BUILDING CODE WITH AMENDMENTS2012 INTERNATIONAL ENERGY CONSERVATION CODE WITH AMENDMENTS2009 INTERNATIONAL MECHANICAL CODE WITH AMENDMENTS2011 NATIONAL ELECTRIC CODE WITH AMENDMENTS2009 UNIFORM PLUMBING CODE WITH AMENDMENTSOCCUPANCY CLASSIFICATION: 'U'FIRE SPRINKLER SYSTEM: NOT REQUIREDCONSTRUCTION TYPE: VBBASIC ALLOWABLE HEIGHT AND AREA FROM TABLE 503ALLOWABLE HEIGHT: 1 STORIES, 40 FEETALLOWABLE AREA: 5,500 SF PER FLOORTOTAL GROSS BUILDING AREA = 1572 SFINCIDENTAL ACCESSORY OCCUPANCIES FROM TABLE 509FURNACE ROOM WHERE ANY PIECE OF EQUIPMENT IS OVER 400,000 BTU PER HOUR INPUT = 1 HOUR OR AUTOMATIC SPRINKLER SYSTEMROOMS WITH BOILERS WHERE THE LARGEST PIECE OF EQUIPMENT IS OVER 15 PSI AND 10 HP = 1 HOUR OR AUTOMATIC SPRINKLER SYSTEMFIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS FROM TABLE 601FOR TYPE VB, ALL = 0 HOURSFIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE FROM TABLE 602IF FIRE SEPARATION DISTANCE 10 FEET ≥ X ≥ 30 FEET, FOR VB = 0 HOURSMAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION FROM TABLE 705.8IF FIRE SEPARATION DISTANCE IS BETWEEN 25-30 FEET FOR UNPROTECTED, NONSPRINKLERED (UP, NS) OPENINGS = 70% LIMITINTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY FROM TABLE 803.9FOR GROUP U, NONSPRINKLERED:NO RESTRICTIONSOCCUPANT LOAD FACTOR FROM TABLE 1004.1.1MECHANICAL EQUIPMENT ROOM = 1572 SF / 300 SF GROSSTOTAL OCCUPANT LOAD = 6 OCCUPANTSCOMMON PATH OF EGRESS TRAVEL FROM SECTION 1014.3 = SHALL NOT EXCEED 100 FEETSPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY FROM TABLE 1015.1FOR U OCCUPANCY, MAXIMUM OCCUPANT LOAD = 49EXIT ACCESS TRAVEL DISTANCE FROM TABLE 1016.2FOR U OCCUPANCY, WITHOUT SPRINKLER SYSTEM = 300 FEETCORRIDOR FIRE-RESISTANCE RATING FROM TABLE 1018.1FOR U OCCUPANCY, WITHOUT SPRINKLER SYSTEM, IF OCCUPIED LOAD SERVED BY CORRIDOR IS LESS THAN 30 = 0 HOUR RATING REQUIREDDEAD END CORRIDORS FROM SECTION 1018.4 = NO MORE THAN 20 FEETCODE REVIEW INFORMATION1. PROPOSED BOILER PLANT & FUEL STORAGE SLAB. 2. FINISH GRADE TO SLOPE AWAY FROM BUILDING. 3. UNDERGROUND PIPING TRENCH FROM BOILER PLANT TO SCHOOL. COORDINATE ROUTE TO AVOID(E) CONDITIONS. 4. PIPING TO RISE UP TO ENTER (E) BOILER ROOM. COORDINATE ROUTE. SEE M010 & M102 FOR BOILER ROOM ENTRANCE. 5. (E) STRUCTURE. #SITE PLAN NOTES33'-2 1/2"7 '-3 1 /2 "REVISIONS1/23/2020 3:08:50 PMARCHITECTURAL SITEPLAN & CODE PLANA10001.23.2020© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDRAWN BY | MTWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\RevitNORTH REF 1" = 40'-0"A1001SITE PLAN 1/8" = 1'-0"A1002CODE PLANNORTH REF 1/16" = 1'-0"A1003BOILER PLANT LOCATORNORTH REFFIN. FLOOR ELEV. @ PROPOSED BOILER PLANT100'-0" = 1802 +/- VIFFIN. FLOOR ELEV. @ EXISTING SCHOOL104'-6" = 1806.5' +/- VIF12.31.2019 01A0202BA2013A2014A2012A20111A301______________2A301______________C03041/4" / 1'-0"37'-0"______________A60141572 SFBOILERROOM10244'-8"20'-4"16'-8"56'-2"26'-0"3'-9 5/8"17'-5 1/2"3'-0"8'-0 1/2"4'-10 1/2"6'-8"3'-0 3/8"5'-2"CLCLCL12'-7"11'-0"11'-0"30'-5"CL13'-0"13'-0"CLCLCL54'-0"8'-6"4'-6"6'-0"7'-0"CLCLCL20'-10"6'-2"27'-6"10'-6"______________A6016______________A6015AAAAW1W1W1W1W1W1102-1102-2102-322233111334569949'-0"5'-4 1/2"5'-0"81'-8"65'-0"82'-2"82'-2"12123119100'-0"3'-4"1313142M300______________1. CONC. JERSEY BARRIER. 48" H. DESIGN BY OWNER FOR HOOP STRUCTURE. 2. 8" SLAB ON GRADE W/ # 4 BAR @ 18" O.C. PROVIDE SAWCUT CONTROL JOINTS @ 12'-0" O.C. MAX. EA. WAY.3. 4" DIA. STEEL PIPE FILLED W/ CONC. 48" H. PLACE 36" BELOW GRADE. SET BOLLARD IN CONC. 18" IN DIA. W/ 6" BELOW BOTTOM OF BOLLARD4. DRIVE CHAIN FUEL HANDLING SET IN CONC. SEE MECH FOR ADDITIONAL INFO. COORDINATE W/ MFR FOR MOUNTING REQUIREMENTS. 5. DAY BIN - SEE MECH6. BOILER - SEE MECH7. PREFINISHED METAL ROOFING. SEE SHEET SPECS. 8. BOILER STACK W/ GUY WIRES. 9. PREFINISHED CONT. MTL GUTTER. 4" WIDE W/ 3" X 3" RECTANGULAR DOWNSPOUTS AS NECESSARY. 10. PREFAB. SNOW BAR. SECURE TO ROOFING PER MFR'S INSTALLATION INSTRUCTIONS. 11. PROVIDE 24"W X 18"D THICKENED EDGE CONT. W/ (2) #4 BAR TOP & BOTTOM . TURN DOWN SLAB REBAR @ EDGE CONDITION. 12. CONC. LANDING @ DOOR. 13. HOUSEKEEPING PAD - SEE SPECS14. DOG HOUSE -INSULATE W/=/ 4" RIGID INSULATION AND WRAP PIPE W/ INS. #PLAN NOTESWALL TYPE WALL TYPE NOTEROOM NUMBERWINDOW TYPE PLAN NOTEDETAIL OR SECTION NUMBERSHEET WHERE DRAWNDOOR NUMBER DIMENSION TO FACE OF STUDDIMENSION TO GRID LINESLOPE X:XINDICATES ROOF SLOPE- IF NO SLOPE IS LISTED ASSUME 1/4" PER 12" MIN -SLOPE ALL CRICKETS TO DRAIN - ROOF DRAIN SUMPS SLOPE 1/2" PER 12"101-11A101SIM______________XXX101X#PLAN LEGENDA. DIMS TO EQUIPMENT TAKEN FROM FINISH FACE OF WALLGENERAL NOTES01A02B1A301______________2A301______________032" / 1'-0"78910101010ASSEMBLY LEGENDWALL TYPE AROOF24 GA. 1 1/2" PBR METAL SIDING1" POLYISO RIGID INSULATION 6 MIL VAPOR BARRIER5/8" OSB SHEATHING2X8 STUDS @ 24" O.C. - CAVITY PACKED W/ R-22 BATT INS. 5/8" GYP. BD26 GA. SNAP LOCK METAL ROOFING5/8" OSB ROOF SHEATHING5/8" OSB SHEATHING18" TJI 360 RAFTERS @ 24" O.C. FLOOR8" THICKENED EDGE CONCRETE SLAB 6" MIN. 40 PSI XPS INSULATION15 MIL. VAPOR BARRIER24" COMPACTED NFS STONE OR GRAVEL6 MIL VAPOR BARRIER 2" R-5.6 POLYSIO8" R-30 FIBERGLASS INS. R=69R=31.33R=34.08HIGH TEMP ICE & WATER SHIELD8" R-30 FIBERGLASS INS. 5/8" GYPWEATHER BARRIERSLIP SHEET24 GA. 1 1/2" PBR METAL SIDING1" POLYISO RIGID INSULATION 6 MIL VAPOR BARRIER5/8" OSB SHEATHING2X4 STUDS @ 16" O.C. - CAVITY PACKED W/ R-15 HIGH DENS. BATT INS. WEATHER BARRIERWALL TYPE B3" VOID SPACE, SEE STRUCTURAL01A02B1A301______________2A301______________038992332M300______________CEILING MATERIALCEILING HEIGHTADDITIONAL NOTES2X2 ACOUSTICALLAY-IN CEILINGGYPSUM BOARDCEILING - PAINTEXPOSED STRUCTUREAND DECK - PAINTCEILING MATERIAL\GYPGYPSUM BOARD - PAINTLIGHTING -SEE ELECTRICALHVAC REGISTERS -SEE MECHANICALCEILING HEIGHTVARVARIESADDITIONAL NOTESNOTESACT8'-0"REFLECTED CEILING LEGEND1. BOILER VENT STACK PENETRATION - COORD. W/ MECH. & STRUCT. 2. GYP LID THROUGHOUT3. REFER TO ELEC. FOR LIGHTING LAYOUT DETAILS4. CONTROL JOINTS IN GYP. CEILINGREVISIONS1/23/2020 3:08:52 PMFLOOR PLAN, ROOFPLAN, RCPA10101.23.2020© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDRAWN BY | MTWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\RevitNORTH REF 1/8" = 1'-0"A1011FLOOR PLAN 1/8" = 1'-0"A1012ROOF PLANNORTH REF 1/8" = 1'-0"A1013FIRST FLOOR REFLECTED CEILING PLANNORTH REFDivision 07 – Thermal and Moisture Protection072100 Thermal InsulationFoam-Plastic Board. Polyisocyanurate Board Insulation. Type 1, Class 1 for roof. Class II for walls.Glass-Fiber Blanket. Un-faced, glass fiber, Type 1,with maximum flame spread and smoke developed indexes of 25 and 50, respectively.072600Vapor RetardersAir/vapor/moisture barrier membrane on framed walls. Self adhering non permeable sheet membrane, 40 mils thick. 3M or Henry’s Blueskin or similar.Polyethylene vapor retarder, 6 mils at exterior walls & ceiling 15 mils under slab on grade. Taped seams.High Temperature Ice and water shield, 40 mil, self adhered under metal roofing.074213 Formed Metal PanelsWall Panel. 1-1/2” PBR, exposed fasteners, prefinished signature 300 coated metal siding. Smooth finish. 26 gauge. Rib spacing 12” on center. Provide all flashing, trim and fasterners.Roof Panel. 1-1/2” Snap lock roof panel. 16” wide panel max, 24 gauge, fastener spacing per location requirements. Division 08 – Openings081113Hollow Metal Doors and FramesHollow metal door frames to be galvanized. minimum A40 coating. 16ga. cold rolled, miter edges, full profile weld. Provide appropriate anchoring device. Prime to paint.Exterior exit doors will be an insulated hollow metal flush panel doors (Level 2, performance Level B, Model 1). 18 gauge A40 Galvanized minimum A40 coatingdoor. Exterior doors will be set in a hollow metal frame. Prime to paint.083613Sectional DoorsInsulated steel sectional door. 24 GA steel door, factory finish. Standard lift with 2” track. 2” section thickness, R-7. Standard 1/2 hp electric motor operation, perimeter weather seals with (1) row of vision lights.085313 Vinyl WindowsPicture window. Basis of design: Milgard Style Line series. Integral color PVC: white. Vimyl compression bulb seal. Provide nailing fin appropriate for siding. Standard glazing (low/clear). Overall glass thickness ¾” (1/8” panes). 087100 Door HardwareProvide keyed cylinders for doors.Schlage AL series basis of design.Provide appropriate level of hardwareHinges, heavy duty.Cylinders to be keyed with Districts system.Closers with coordinator.Weather stripping and sweeps at exterior doors.Thresholds.Division 09 – Finishes092900Gypsum BoardInterior gypsum board.Type X, 5/8”, thick, tapered edge.Provide horizontal and vertical expansion joints per mfr. recommendations.Taped, textured finish, light spatter.Standard square edge details for L and J mold.099123Interior PaintingGypsum walls and ceilings Sherwin Williams Promar 200 & Solatone Paint.Sealed concrete floors at Interior locations. Water based acrylic sealer and hardener, low-VOC, clear, smooth finish. Basis of design: Prosoco LS or similar.099600High-Performance CoatingsPainted exposed steel on exterior with oil based primer and alkyd enamel.Division 10 – Specialties104416 Fire Extinguishers10 lb standard fire extinguishers. Provide wall brackets.12.31.2019 26 GA. 1 1/2" PBR METAL SIDING24 GA. SNAPLOCKMETAL ROOFINGMATERIALS LEGENDT.O. FF100'-0"T.O. PLATE AT UPPERBEARING117'-3"T.O. PLATE @ BOTTOMBEARING113'-0"01022A301______________031222110'-0"885101211103T.O. FF100'-0"T.O. PLATE AT UPPERBEARING117'-3"T.O. PLATE @ BOTTOMBEARING113'-0"AB1A301______________C125886791032M300______________T.O. FF100'-0"T.O. PLATE AT UPPERBEARING117'-3"T.O. PLATE @ BOTTOMBEARING113'-0"01022A301______________03658891071010773T.O. FF100'-0"T.O. PLATE AT UPPERBEARING117'-3"T.O. PLATE @ BOTTOMBEARING113'-0"AB1A301______________C561212101011662M300______________1. CONC. OR CMU BLOCK WALL 48" H. DESIGN BY OWNER FOR HOOP BUILDING. 2. 4" DIA. STEEL PIPE FILLED W/ CON. 48" H. PLACE 36" BELOW GRADE. SET BOLLARD IN CONC. 18" DIA. W/ 6" BELOW B.O. BOLLARD. 3. 24 GA. PREFINISHED SNAP LOCK METAL ROOFING. 4. 8" SLAB ON GRADE W/ #4 BAR @ 18" O.C. PROVIDE SAWCUT CONTROL JOINTS @ 12" O.C. MAX. EA. WAY. 5. BOILER STACK - PROVIDE GUY WIRES AND SUPPORT CLIPS @ ROOF6. SNOW BARS - ATTACHED PER MFR SPEC.7. PREFINISHED MTL GUTTER 4" WIDE W/ 3" X 3" RECTANGULAR DOWNSPOUTS AS NECESSARY8. FINISHED GRADE TO SLOPE AWAY FROM BUILDING. 9. 26 GA. 1 1/2" MTL SIDING.10. VINYL WINDOW11. HM DOOR & FRAME12. O.H. DOOR. #ELEVATION NOTESA. DIMS TO EQUIPMENT TAKEN FROM FINISH FACE OF WALLGENERAL NOTESD02DOORSWINDOWS10'-0"10'-0"8'-2"6'-4"3'-0"5'-0"3'-0"D01W1TT= TEMPEREDREVISIONS1/23/2020 3:08:55 PMEXTERIORELEVATIONSA20101.23.2020© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDRAWN BY | MTWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\Revit 1/8" = 1'-0"A2011SOUTH ELEVATION 1/8" = 1'-0"A2012WEST ELEVATION 1/8" = 1'-0"A2013NORTH ELEVATION 1/8" = 1'-0"A2014EAST ELEVATION 1/4" = 1'-0"DOOR & WINDOW ELEVATIONS12.31.2019 T.O. FF100'-0"T.O. PLATE AT UPPERBEARING117'-3"T.O. PLATE @ BOTTOMBEARING113'-0"AB1A301______________C1/4" / 1'-0"______________A3026______________A3013______________A3014T.O TRENCH97'-0"86543102M300______________T.O. FF100'-0"T.O. PLATE AT UPPERBEARING117'-3"T.O. PLATE @ BOTTOMBEARING113'-0"B______________A6013______________A3021AOH DOOR PER ELEVATIONSBOLLARD - SEE PLANBOLLARD - SEE PLAN1/2" EXPANSION JOINT MATERIALSLAB ON GRADE, SEE PLAN,FLOOR ASSEMBLY,SEE A101, TYPVAPOR BARRIER, SEAL AT GRADE BEAMCONC. SLAB ON GRADE - SEE STRUCTURALT.O. FF100'-0"T.O. PLATE @ BOTTOMBEARING113'-0"A______________A3022______________A3025CONC. SLAB ON GRADE - SEE STRUCTURALGRADE. SLOPE AWAY FROM BUILDINGSNOWBAR - ATTACH TO ROOF PER MFR'S INSTALLATION RECOMMENDATIONSRAIN GUTTER & DOWNSPOUT4" RIGID INSUL 20" DOWNAND SLOPE 48" OUTT.O. FF100'-0"T.O. PLATE AT UPPERBEARING117'-3"T.O. PLATE @ BOTTOMBEARING113'-0"01022A301______________03T.O TRENCH97'-0"9'-0 1/4"______________A30158541314______________M3002T.O. FF100'-0"T.O. PLATE AT UPPERBEARING117'-3"T.O. PLATE @ BOTTOMBEARING113'-0"03______________A6012______________A6018______________A30281. CONC. JERSEY BARRIER. 48" H. DESIGN BY OWNER FOR HOOP STRUCTURE. 2. 8" SLAB ON GRADE W/ # 4 BAR @ 18" O.C. PROVIDE SAWCUT CONTROL JOINTS @ 12'-0" O.C. MAX. EA. WAY.3. 4" DIA. STEEL PIPE FILLED W/ CONC. 48" H. PLACE 36" BELOW GRADE. SET BOLLARD IN CONC. 18" IN DIA. W/ 6" BELOW BOTTOM OF BOLLARD4. DRIVE CHAIN FUEL HANDLING SET IN CONC. SEE MECH FOR ADDITIONAL INFO. COORDINATE W/ MFR FOR MOUNTING REQUIREMENTS. 5. DAY BIN - SEE MECH6. BOILER - SEE MECH7. PREFINISHED METAL ROOFING. SEE SHEET SPECS. 8. BOILER STACK W/ GUY WIRES. 9. PREFINISHED CONT. MTL GUTTER. 4" WIDE W/ 3" X 3" RECTANGULAR DOWNSPOUTS AS NECESSARY. 10. PREFAB. SNOW BAR. SECURE TO ROOFING PER MFR'S INSTALLATION INSTRUCTIONS. 11. PROVIDE 24"W X 18"D THICKENED EDGE CONT. W/ (2) #4 BAR TOP & BOTTOM . TURN DOWN SLAB REBAR @ EDGE CONDITION. 12. CONC. LANDING @ DOOR. 13. HOUSEKEEPING PAD - SEE SPECS14. DOG HOUSE - SEE DETAILS#SECTION NOTESREVISIONS1/23/2020 3:08:56 PMBUILDING SECTIONS &WALL SECTIONSA30101.23.2020© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDRAWN BY | MTWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\Revit 1/8" = 1'-0"A3012N-S BUILDING SECTION 3/4" = 1'-0"A3013BOILER PLANT - WALL SECTION 3/4" = 1'-0"A3014BOILER PLANT - WALL SECTION 1/8" = 1'-0"A3011E-W BUILDING SECTION 3/4" = 1'-0"A3015BOILER PLANT - WALL SECTION12.31.2019 T.O. FF100'-0"MATERIAL MOVER 10' 180° END SECTION6" 40 PSI XPS INSULATION CONCRETE SLAB -SEE ASSEMBLIES15 MIL VAPOR BARRIER6" NFS COMPACTED GRAVEL3" x 3"x 3/8" CONT. STEEL ANGLE W/ 1/2" DIA. STUD @ 48" O.C.GUY WIRES, (3) REQ'D, EQUALLY SPACED. NOT REQ'D ON HOT WATER HEATER STACK.GUY RING, FURNACE WITH BOILER STACK. NOT REQ'D ON HOT WATER HEATER STACK.BREIDERT STAINLESS STEEL AIR EXHAUST CAPCURB, FLASHING & COUNTER FLASHING BY G.C.VENTILATED ROOF THIMBLEBOILERSTACK -PROVIDED BY BOILER MFRCABLE CLAMPSSTORM COLLARTURNBUCKLEFLASHING CONEPACK PENETRATION BOX OUT W/ MINERAL WOOL INS. 2 LAYERS OF 8" R-25 BATT INS. PACKED BETWEEN 16" TJI 360 @ 24" O.C. T.O. PLATE AT UPPERBEARING117'-3"BSNAP LOCK MTL ROOFING1" RIGID INS. 5/8" PLYWOOD SHEATHING PREFORMED MTL RIDGE CAP W/ INTEGRAL DRIP2 LAYERS OF 8" R-25 BATT INS. BEVELED PLATE3/4" PLY BLOCKING PANEL - APA RATED SHEATHING 48/24 AS CONTINUOUS ENCLOSURE5/8 OSB SHEATHING2" RIGID POLYISO5/8" OSB SHEATHING18" TJI 360 @ 24" O.C. 1 1/2" PBR MTL SIDINGVAPOR BARRIER - WRAP UP WALL AND SECURE TO UNDERSIDE OF JOISTS18" TJI 360 BLOCKING SECURED TO BEVELED PLATE5/8" GYP5/8" GYPFOAM CLOSURE STRIPMTL CLOSURE2X BLOCKINGT.O. PLATE @ BOTTOMBEARING113'-0"APREFORMED MTL RIDGE CAP W/ INTEGRAL DRIP EDGE5"X5" RAIN GUTTERSNAP LOCK MTL ROOFING PANEL18" TJI 360 BLOCKING SECURED TO BEVELED PLATEDOWNSPOUT - SPACE AS NECESSARYBEVELED PLATEVAPOR BARRIER - WRAP UP WALL FRAMING AND SECURE TO UNDERSIDE OF JOISTSFOAM CLOSURE STRIP2X BLOCKING18" TJI 360 @ 24" O.C. PACKED W/ 2 LAYERS 8" R-25 BATT INSULATION5/8" GYP - SECURED TO UNDERSIDE OF JOISTST.O. FF100'-0"A1 1/2" PBR MTL SIDINGPREFORMED METAL DRIP EDGEPROTECTIVE FLASHING1" POLY ISO5/8" OSB SHEATHING5/8" GYP 6 MIL VAPOR BARRIERANCHOR BOLT -PLACED INTO CONCRETE4" RIDGID INS. DOWN TO 20"SILL SEALANT1X4 PT BASE BOARDFOAM CLOSURE STRIPBUILDING WALLWHERE APPLICABLE3'-6"3'-6"6"6" STUD STEEL PIPEW/ CONC ROUND TOPPRIME & PAINT1/2" EXP JOINT MATERIALCONCRETE SIDEWALKGRAVEL BASEENCASE INCONCRETE03FOAM CLOSURE STRIPSNAP LOCK MTL ROOFING5/8" OSB SHEATHINGPREFORMED MTL CAP W/ INTEGRAL DRIP EDGE2" POLYISO INS. 5/8" OSB SHEATHING5/8" OSB SHEATHING2 LAYERS OF 8" R-25 BATT INS. 5/8" GYP. VAPOR BARRIER WRAP - UP INSIDE FACE OF STUDS AND SECURE TO BOTTOM FACE OF JOISTS1 1/2" PBR MTL SIDING1" POLYISO INS. 5/8" OSB SHEATHING(2) 18" TJI 360 RIM BOARDTYVEK OR SIM. AIR BARRIERGRACE HI-TEMP ICE & WATER SHIELDREVISIONS1/23/2020 3:08:58 PMDETAILSA30201.23.2020© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDESIGNED BY | MTDRAWN BY | MTWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\Revit 1 1/2" = 1'-0"A3026DETAIL @ DRAG CHAIN CONVEYOR 1" = 1'-0"A3023BOILER STACK - ROOF PENETRATION DETAIL 3" = 1'-0"A3021ROOF - WALL DETAIL-SOUTH SIDE 3" = 1'-0"A3022ROOF-WALL DETAIL-NORTH SIDE 3" = 1'-0"A3025WALL-SLAB CONNECTION DETAIL 1" = 1'-0"A3027PIPE BOLLARD 3" = 1'-0"A3028ROOF - WALL DETAIL @ RAKE12.31.2019 BGYP BD CORNER BEADBACKER ROD & SEALANT5/8" GYPR-22 BATT INS. VINYL WINDOW FRAME1 1/2" PBR METAL SIDING5/8" OSB SHEATHINGBACKER ROD & SEALANT5/8" GYPB5/8" GYPR-22 BATT INS. 5/8" OSB SHEATHING1" POLY ISOAIR BARRIER - TO WRAP CORNER1 1/2" PBR MTL SIDINGCORNER MTL TRIM PIECE - LAP SIDING'L' ANGLE - 3X3X1/4" -SECURED TO FRAMINGINS. OH ROLLING DOOROH ROLLING DOOR TRACK -SECURED - TO FRAMINGSEALANTB1 1/2" PBR MTL SIDING1" POLYISO INS. AIR BARRIER -TYVEK OR SIM. 5/8" OSB SHEATHINGBOX HEADER - SEE S001OH DOOR TRACK5/8" GYPOH DOOR FRAMEPREFINISHED J TRIMPREFINISHED MTL DRIP EDGE03WALL BEYONDGYP BD CORNER BEAD5/8" GYPSEALANT(2) 2X8 SILL R-22 BATT INS. VINYL WDW PER WINDOW ELEVATIONS1 1/2" PBR METAL SIDING1" RIGID POLYISO5/8" OSB SHEATHINGBACKER ROD & SEALANTAIR INFILTRATION BARRIERPRE FINISHED 'J' TRIM 6 MIL VAPOR BARRIER03GYP BD CORNER BEAD'J' METAL W/ WEEP HOLES @ 16" O.C.PREFINISHED METAL FLASHING IN BED OF SEALANTWINDOW WRAP PER MFR INSTALLATION INSTRUCTIONSVINYL WINDOW PER ELEVATIONSSEALANTBUILT UP 2X BOX HEADER 5/8" GYPR-22 BATT INSULATION1 1/2" PBR METAL SIDING1" POLYISO6 MIL VAPOR BARRIER5/8" OSB SHEATHINGWALL BEYONDBINSULATED HM DOORBACKER ROD & SEALANT1 1/2" PBR METAL SIDINGR-22 BATT INSULATION6 MIL VAPOR BARRIERBACKER ROD & SEALANT5/8" OSB SHEATHING1" POLYISO INS. HM DOOR FRAMEJ TRIMT.O. FF100'-0"BINSULATED HM DOORTHRESHOLD TO BE SET IN FULL BED OF SEALANTSLAB ON GRADE -BROOM FINISHWALL BEYONDBSEALANT5/8" GYP2X BOX HEADER 5/8 OSB SHEATHING1" POLYISO RIGID INS. 1 1/2" METAL SIDINGPREFINISHED METAL FLASHING IN BED OF SEALANTR-22 BATT INS. INSULATED HM DOORWALL BEYONDREVISIONS1/23/2020 3:09:00 PMDOOR AND WINDOWDETAILSA60101.23.2020© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDRAWN BY | MTWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\Revit 3" = 1'-0"A6015JAMB @ TYP. VINYL WINDOW 3" = 1'-0"A6016JAMB @ OH DOOR 3" = 1'-0"A6013HEADER @ OH DOOR 3" = 1'-0"A6018SILL @ TYP. VINYL WINDOW 3" = 1'-0"A6012HEADER @ TYP. VINYL WINDOW 3" = 1'-0"A6014JAMB @ TYP. EXT. HM DOOR 3" = 1'-0"A6017THRESHOLD @ TYP. EXT. HM. DOOR 3" = 1'-0"A6011HEADER @ TYP. EXT. HM. DOOR12.31.2019 AKAFAL TSTAEO49THSNATHAN H. RATZME 13554REGISTEREDPROFESSIONALENGINEER DRAINHEATING WATER SUPPLYHEATING WATER RETURNFUEL OIL SUPPLYFUEL OIL RETURNFUEL OIL VENTGATE VALVEBALL VALVEBUTTERFLY VALVESWING CHECK VALVESTRAINERFLEX CONNECTORHOSE END DRAIN VALVEPRESSURE REDUCING VALVESAFETY RELIEF VALVEUNIONMOTORIZED T.C. VALVE / 2-WAYMOTORIZED T.C. VALVE / 3-WAYTEE UPTEE DOWNELBOW UPELBOW DOWNPIPE SIZE CHANGEMANUAL FLOW BALANCING VALVE (CIRCUIT SETTER)PRESSURE / TEMP. TEST PLUGDIAL THERMOMETERABOVE FINISHED FLOORAMERICAN NATIONAL STANDARDS INSTITUTEAMPERE (AMP, AMPS)APPROXIMATEBRAKE HORSEPOWER, BOILER HORSEPOWERBRITISH THERMAL UNITBTU PER HOUR (THOUSAND)COMMONCIRCULATIONDIAMETERDIAMETER, INSIDEDIAMETER, OUTERDRY-BULB TEMPERATUREDOWNDOMESTICENTERING AIR TEMPERATUREELECTRICAL CONTRACTOREXPANSIONENTERING WATER TEMPERATUREFAHRENHEITFROM ABOVEFLOOR DRAINFEET PER MINUTEFEET PER SECONDFOOT OR FEETFREQUENCYGAGE OR GAUGEGALLONSGENERAL CONTRACTORGALLONS PER HOURGALLONS PER MINUTEGALLONS PER DAYHEADHEIGHTHORSEPOWERKILOWATTKILOWATT HOURLEAVING WATER TEMPERATURELINEAR FEETMAXIMUMMECHANICAL CONTRACTORMINIMUMNORMALLY OPENNORMALLY CLOSEDNOT APPLICABLENOT IN CONTRACTNOT TO SCALENUMBERPERCENTPHASE (ELECTRICAL)POUNDSPOUNDS PER SQUARE INCHPSI ABSOLUTEPRESSURE DROPPSI GAUGERUN OUTREVOLUTIONS PER MINUTESENSIBLE HEATSPECIFICATIONSPECIFIC VOLUMESTANDARDSTATIC PRESSURESUCTIONTEMPERATURETEMPERATURE DIFFERENCETHERMOSTATTEMPERATURE CONTROLUNIFORM ENERGY FACTORVELOCITYVOLTVOLUMEVARIABLE FREQUENCY DRIVEWATER PRESSURE DROPWATTWITHTHERMOSTAT/TEMPERATURE SENSORCONNECT NEW WORK TO EXISTINGPRESSURE GAUGE W/ SNUBBERCOMMONEXISTINGDHWSHWRFOSFORFOVTTC(E)PSYMBOLDESCRIPTIONSYMBOLDESCRIPTIONMMMMMMMMMMMMMMMMAFFANSIAMPAPPROXBHPBTUMBHCCIRC.DIA IDODDBTDNDOM.EATECEXPEWTFFAFDFPMFPSFTHZGAGALG.C.GPHGPMGPDHDHGTHPKWKWHLWTLFMAXMCMINNONCN/ANICNTSNO%PHLBSPSIPSIAPDPSIGR/ORPMSHSPECSP VOLSTDSPSUCTTEMPTDT STATTCUEFVELVVOLVFDWPDWW/MECHANICAL LEGENDHVAC ABBREVIATIONSDOMESTIC HOT WATER CIRC.HWCDOMESTIC HOT WATERHWDOMESTIC COLD WATERCWEXPANSION TANKXTGLYCOL FILLGFGLYCOL RETURNGRGLYCOL SUPPLYGSHOSE END DRAINVALVE, MANUALAIR VENT (TYP)MANUAL VENTURIBALANCE VALVEGWRGWSBALL VALVESEE FLOOR PLANS FOR PIPE SIZESTHERMOSTATCYCLES FAN AND OPENS CONTROL VALVEHOSE END DRAINSTRAINERUNION (TYP)TEXISTING EXTERIOR WALLBIRD SCREENLOUVERDRILL 1/8" WEEPHOLES 12" O.C. INBOTTOM BLADEOF LOUVERFLASHING MUST BECONTINUOUS THRU WALLWITH NO JOINTS INBOTTOM PIECE, TURNCONTINUOUS PIECE UPSIDES 12", THENCONTINUE UP SIDES1" DUCT INSULATIONCAULK CONNECTIONWATER TIGHT ALLAROUNDNOTE:TO ENSURE WATERTIGHT CONNECTION, ASSEMBLETRANSITION PIECE OF DUCT TO LOUVER BEFORELOUVER INSTALLATION.SLOPE DUCT TOWARDS LOUVERREVISIONS1/23/2020 9:55:31 AMMECHANICAL DETAILS,LEGEND &SCHEDULESM00101.23.20© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDESIGNED BY | RATZDRAWN BY | HERBSTWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\Revit2 - PROVIDE 30 YARD BIN WITH HYDRAULIC FLOOR SCRAPER SYSTEM, COLLECTION AUGER, FEED AUGER, CONTROLS, AND ALL OTHER COMPONENTS REQUIRED FOR A COMPLETE AND FUNCTIONAL SYSTEM.1 - BURN RATE WITH WOOD CHIPS AT 25% MC.NOTES:B-3 PORTAGE & MAIN B850 680 200 10"Ø 120/1/60 NOTE 2, ATMOSPHERIC BOILERPLANCODEMFGR MODELBURN RATE(MBH) NOTE 1BOILER WATERCONTENT (GAL)FLUESIZEPOWER(V/PH/HZ)REMARKSBIOMASS BOILER SCHEDULE2 - PROVIDE WITH HIGH EFFICIENCY EC MOTOR.1 - PROVIDE PUMP WITH INTEGRAL VARIABLE SPEED DRIVE AND BUILT IN PUMP SPEED CONTROL.1 - PROVIDE WITH RUUE SEALS, COMPATIBLE WITH WORKING FLUID.NOTES:HIP-1 GRUNDFOS MAGNA3 40-120 F INLINE HTX-1 60 18 WATER 58.6% (440) - 208/1/60 NOTES 2,3EHP-1 GRUNDFOS UPS 26-99 FC INLINE EMERGENCY HEAT 10 15 WATER 44.4% (197) - 115/1/60 NOTE 3DWP-1 GRUNDFOS MAGNA3 32-100 F INLINE DOMESTIC WATER 3 30WATER 5.6% (178) - 115/1/60 NOTES 2,3BP-1 GRUNDFOS MAGNA3 40-120 F INLINE BIOMASS BOILER 60 15WATER 57.1% (448) - 115/1/60 NOTES 2,3P-2 GRUNDFOS TPE 40-200-S INLINE SCHOOL HEAT INJECTION 60 50 50% PROP. GLYCOL 85.7% 1.5 5000 208/3/60 NOTES 1,2,3P-1 GRUNDFOS TPE 40-200-S INLINE SCHOOL HEAT INJECTION 60 50 50% PROP. GLYCOL 85.7% 1.5 5000 208/3/60 NOTES 1,2,3FLOW(GPM)HEAD(FT)WORKINGFLUIDMINHP (W)RPMPOWER(V/PH/HZ)PLANCODEMFGR MODEL TYPE SERVICEFLUIDMINIMUMPUMP EFF.MOTORREMARKSPUMP SCHEDULEHTX-1 KELVION FP10X20-80 (2" MPT) 80 675 WATER 60 190 165 2.2 50% PROP. GLYCOL 60 155 180 2.8 0.0001 -FLUIDFLOW(GPM)EWT(°F)LWT(°F)WPD(PSI)FLUIDFLOW(GPM)EWT(°F)LWT(°F)WPD(PSI)PLANCODEMFGR MODEL NO. PLATESCAPACITY(MBH)HOT SIDE DATACOLD SIDE DATAFOULINGFACTORREMARKSBRAZED PLATE HEAT EXCHANGER SCHEDULE1 - PROVIDE ASME RATED TANK.2 - ESTIMATED VALUE IS FOR BOILER PLANT AND INJECTION PIPING; NOT ENTIRE SCHOOL VOLUME.NOTES:ET-2 TACO CBX-130 BLADDER 50% PROP. GLYCOL 34 19 20" x 38"12 40 50 200 300 NOTES 1,2TANKVOL.(GAL)ACCEPTANCEVOL.(GAL)DIA. /HEIGHT(INxIN)PLANCODEMFGR MODEL TYPEWORKINGFLUIDPHYSICALPRECHARGEPRESSURE(PSIG)MAXIMUMSYSTEMPRESSURE(PSIG)MIN. TEMP(°F)MAX. TEMP(°F)EST. SYSTEMVOLUME(GAL)REMARKSEXPANSION TANK SCHEDULEUH-2 BOILER PLANT AIREDALE WSC165SB01FA 49.8 5.2 3240 1.5 1075 1/3 115/1/60 3/4"UH-1 BOILER PLANT AIREDALE WSC165SB01FA 49.8 5.2 3240 1.5 1075 1/3 115/1/60 3/4"PLANCODESERVICE MFGR MODEL MBH GPM CFMWPD(FT)RPM HPPOWER(V/PH/HZ)PIPINGR/O SIZEUNIT HEATER SCHEDULE2 - PROVIDE BIRDSCREEN.1 - PROVIDE BAKED ENAMEL FINISH, COLOR BY ARCHITECTURAL.NOTES:L-1 RUSKIN L375D COMBUSTION AIR BOX 30 x 24 2.45 ALUMINUM NOTES 1,2PLANCODEMFGR MODEL NO. SERVICE FRAME TYPEWIDTH x HEIGHT(IN x IN)FREE AREA(SQ. FT.)MATERIAL REMARKSWALL LOUVER SCHEDULE2 - AT MINIMUM PROVIDE 4 TAPS FOR HEATING WATER, 1 TAP ON TOP FOR FILL AND VENT, AND 1 TAP IN MIDDLE OF TANK VERTICALLY.1 - SEE 1/M101 FOR TAP LOCATION INFORMATION.NOTES:TST-1 LOCHINVAR CUSTOM 50% PROP. GLYCOL 48 500 (4) AT 3" INSULATE TANK, NOTE 1,2PLANCODEMFGR MODEL NO. FLUIDDIAMETER(IN)TANK VOL.(GAL)CONNECTIONSIZES (IN)REMARKSTHERMAL STORAGE TANK SCHEDULE3 - PROVIDE WITH SPLICE PLATES AND ENDCAPS AS REQUIRED.2 - PROVIDE WALL MOUNT BRACKETS.1 - COPPER TUBE WITH ALUMINUM FINS.NOTES:EFT-1 SLANT / FIN H-1 9'-0" - - 1 850 190 - NOTE 1,2FT-3 SLANT / FIN EM-5 20'-0" 4-3/4" x 4-3/8" 8'-0" 1 1000 180 5 NOTES 1,2,3FT-2 SLANT / FIN EM-5 10'-0" 4-3/4" x 4-3/8" 8'-0" 1 1000 180 5 NOTES 1,2,3FT-1 SLANT / FIN EM-5 20'-0" 4-3/4" x 4-3/8" 8'-0" 1 1000 180 5 NOTES 1,2,3PLANCODEMFGR MODELELEMENTLENGTHENCLOSUREHEIGHT x DEPTHMOUNTINGHEIGHT# OF ROWSBTUH PERLINEAL FOOTEWT(°F)GPM REMARKSFINTUBE HEATER SCHEDULENOT TO SCALEM0011TWO WAY CONTROL VALVE UNIT HEATER DETAILNOT TO SCALEM0012LOUVER INSTALLATION DETAIL AKAFAL TSTAEO49THSNATHAN H. RATZME 13554REGISTEREDPROFESSIONALENGINEER (E)B-2(E)B-1(E)DWHDAY TANKDOMESTIC HOT WATER STORAGE TANK(E) GLYCOL TANK(E) EXPANSION TANK(E) CP-1(E) P-41(E) CP-21(E) AIR SEPARATORGSGRGR(E) 3"(E) 2"(E) 3"RETURN HEADERGS(E) 3"(E) 3"GRGR(E) 2"(E) 6"(E) 3"GS(E) 3"GF(E) 1"GF(E) 1"(E) 2"HGS6"6"CP-1CP-2M1 1/4"MMMMTTAV1 1/4"3"4"2"2"6"6"6"P3/4"3"3"3"AVGLYCOLFILLGLYCOL TANK & FEEDERSRR3/4"HGS1"AV1112RETURN HEADERB-1EXPANSION TANKAIR SEPARATORB-21. REMOVE PIPING AS SHOWN.2. DISCONNECT 1/4 BEND ELBOW FROM RETURN HEADER. PROTECT AND PREPARE HEADER FOR NEW CONNECTION. SEE NEW WORK PLANS FOR NEW CONNECTION.#DEMOLITION SHEET NOTESREVISIONS1/23/2020 9:55:33 AMSCHOOL BOILERROOM MECHANICALDEMOLITION PLAN &FLOW DIAGRAMM01001.23.20© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDESIGNED BY | RATZDRAWN BY | HERBSTWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\Revit 1/2" = 1'-0"M0101SCHOOL BOILER ROOM MECHANICAL DEMOLITION PLANNOT TO SCALEM0102SCHOOL BOILER ROOM HEATING GLYCOL FLOW DIAGRAM - DEMOLITION AKAFAL TSTAEO49THSNATHAN H. RATZME 13554REGISTEREDPROFESSIONALENGINEER TTSCHOOLGARAGEBOILER PLANT111GRGS3" GR3" GS3" GS3" GR1" CW1" CWR1" GS & GR______________M1012______________M1002______________M0101______________M1021HWHWR1" HW1" HWRSCHOOL BOILER ROOMSCHOOL MAIN ELECTRICAL ROOM7101063889101. UTILITY TRENCH. SEE 3/M100.2. INSTALL BOTTOM OF FINNED TUBE ELEMENTS AT 8'-0".3. ALTERNATE ROUTING THROUGH SCHOOL IS ACCEPTABLE PENDING FIELD VERIFICATION AND APROVAL FROM OWNER. ONE OPTION IS RISING OUTSIDE OF BUILDING UP TO CEILING / ATTIC SPACE AND ROUTING PIPING PIPING TO BOILER ROOM THROUGH CEILING/ATTIC.4. INSTALL BALL VALVES IN RISERS.5. TEMPERATURE SENSOR FOR GARAGE.6. MAIN UTILITY TRENCH WILL HAVE MAIN ELECTRICAL FEEDER CONDUIT. SEE ELECTRICAL.7. UTILITY TRENCH WILL HAVE ONE COMMUNICATION CONDUIT.8. RISE UP UNDER BUILDING AND INSTALL PIPING TIGHT TO BOTTOM OF INSULATED FLOOR TO BOILER ROOM. SEE 4/M100.9. PENETRATE INSULATED ENCLOSURE UNDER BOILER ROOM AND RISE UP INTO BOILER ROOM. SEAL PENETRATIONS WEATHER PROOF.10. EXTERIOR PIPING ENCLOSURE. SEE ARCHITECTURAL DRAWINGS.#SHEET NOTESGR1"1" GR & GS TO/FROM BOILER PLANT2GSGS1"1"1GARAGEFT-12FT-3FT-2245ROCK FREEBACKFILL 24" MINGRGSFOR REFERENCE ONLY. INSTALL PER MANUFACTURER'SINSTALLATION INSTRUCTIONS.DOM. CWSAND BACKFILL1" COMMUNICATIONCONDUITGRAVEL 2" 2" 4" 4" 6" 6"1" CONDUIT FOR TEMP. CONTROL WIRINGELECTRICAL FEEDERCONDUIT - SEE ELECTRICAL2" XPS RIGID HIGH DENSITY INSULATION WITH TAPED JOINTSTRACER WIRE CENTERED ON BOXNON FROST SUSCEPTABLE SAND BACKFILLGSGSCWRCWINSULATED FLOOR2" XPS RIGID INSULATIONPIPE HANGER, TYP.FILL VOIDS WITH FIBERGLASS INSULATIONREVISIONS1/23/2020 9:55:41 AMMECHANICAL SITEPLAN & GARAGEMECHANICAL PLANM10001.23.20© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDESIGNED BY | RATZDRAWN BY | HERBSTWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\Revit 1" = 20'-0"M1001MECHANICAL SITE PLAN 1/4" = 1'-0"M1002GARAGE MECHANICAL PLANNOT TO SCALEM1003TRENCH DETAILNOT TO SCALEM1004INSULATED PIPE ENCLOSURE DETAIL AKAFAL TSTAEO49THSNATHAN H. RATZME 13554REGISTEREDPROFESSIONALENGINEER TBOILER PLANTHWRGRGSBIOMASS BOILERB-3THERMAL STORAGE TANKTST-1HEAT EXCHANGERGLYCOL LOOP PUMPSP-1P-2BOILER PUMPBP-1BOILERPROTECTIONVALVEGSGR10"ØEFT-13"3" GR FROM SCHOOL 1" GR FROM GARAGE3" GS TO SCHOOL1" GS TO GARAGET3"CWTT3"3"1"3/4"3"1"#FLOW DIAGRAM NOTES1. THIS DIAGRAM SHALL TAKE PRECEDENCE OVER PLAN VIEWS FOR ACTUAL PIPING ARRANGEMENTS AND COMPONENTS REQUIRED.2. HOSE END DRAIN VALVE FOR MANUAL AIR VENT, AT ALL HIGH POINTS IN HEATING WATER SYSTEM.3. NON SLAM, GLOBE STYLE CHECK VALVE, INSTALL WITH A MINIMUM OF 5 PIPE DIAMETERS OF STRAIGHT PIPE BETWEEN PUMP DISCHARGE AND CHECK VALVE.4. P/T TEST PLUG, TYPICAL.5. UNION, TYPICAL.6. ATMOSPHERIC THERMAL STORAGE TANK.7. LIQUID FILLED PRESSURE GAUGE WITH SNUBBER, 1/4" BALL VALVE GAUGE COCKS AND 1/4" COPPER TUBING OR THREADED STEEL PIPE FROM PUMP SUCTION AND PUMP DISCHARGE.8. CONCENTRIC REDUCER AS REQUIRED, TYPICAL.9. STRAINER.10. PROVIDE A 3/4" DRAIN W/HOSE FITTING AND CAP.TTTTTPM3"PEXPANSION TANKET-2T12244444555678911. VENTURI STYLE MANUAL BALANCE VALVE. INSTALL WITH MANUFACTURER RECOMMENDED STRAIGHT PIPE UPSTREAM AND DOWNSTREAM OF VALVE.12. PRESSURE GAUGE, TYPICAL.13. 4" CONCRETE HOUSEKEEPING PADS SHALL EXTEND 4" BEYOND FOOTPRINT OF EQUIPMENT ON ALL SIDES.14. INSTALL TEE FOR EXPANSION TANK OFF SIDE OF PIPE.15. INSTALL FLANGE OR UNION AT EQUIPMENT CONNECTION. INSTALL CONCENTRIC REDUCER AS REQUIRED.16. TAPS ON THE TANK SHALL BE WITHIN 6" OF THE TOP AND 6" OF THE BOTTOM.17. EMERGENCY HEAT REJECTION LOOP SHALL USE NATURAL CONVECTION OF WATER. FIN TUBES SHALL BE SPACED 1'-0" ON CENTER AND SHALL SLIGHTLY PITCH TOWARDS THE RETURN PIPE.18. TEMPERATURE GAUGE, TYPICAL.19. TYPE UL 103 HT, STAINLESS STEEL ALL FUEL, DOUBLE WALL CHIMNEY.1010111112131381515151520. THREE WAY BOILER PROTECTION VALVE. PROVIDE LOCHINVAR MODEL LTV, 2-1/2" SIZE OR APPROVED EQUAL. PROVIDE REDUCERS AT VALVE. INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.21. PROVIDE HOSE BIBB WOODFORD MODEL 26 OR APPROVED EQUAL IN WATER ENTRANCE RISER.22. INSTALL 13 FT ABOVE FLOOR AND FILL WATER TO WITHIN 6" OF TOP.23. DDC TEMPERATURE OR PRESSURE SENSOR BY T.C. CONTRACTOR. WELLS BY PLUMBING CONTRACTOR.24. CHECK VALVE, TYPICAL.25. CONTRACTOR SHALL ADD A 50% SOLUTION OF PROPYLENE GLYCOL TOTHE ENTIRE NEW HEATING SYSTEM AS FOLLOWS:A.DRAIN SYSTEM AFTER CLEANING AND FLUSHING.B.FILL SYSTEM WITH CLEAR WATER USING A WATER METER TO MEASURE VOUME.C.DRAIN SYSTEM TOTALLY DOWN.D.PROVIDE TAG AT PUMPS P-1 AND P-2 WITH ACTUAL TOTAL SYSTEM VOLUME LISTED.E.COORDINATE WITH EXISTING GLYCOL IN SCHOOL AND MATCH. SYSTEMS ARE ONE CONNECTED SYSTEM.18181818181820CW2226. 3/4” CW TO SAFETY QUENCH COIL ON BURNER.27. 1” REDUCED PRESSURE BACKFLOW PREVENTER, WILKINS MODEL 975XL OR APPROVED EQUAL.28. MANUFACTURER'S APPROVED VENT CAP. FLASH ROOF PENETRATION WATER PROOF.29. TC TO PROVIDE TWO POSITION MOTORIZED BALL VALVE. SEE EMERGENCY HEATING SEQUENCE OF OPERATIONS ON M300 FOR FURTHER INFORMATION.30. NORMALLY CLOSED VALVE, POWERED OPEN FOR TYPICALL OPERATION.31. NORMALLY OPEN VALVE, POWERED CLOSED FOR TYPICAL OPERATION.2423262717T16THWST2323T3"3"1" HW FROM SCHOOLP5788HEAT INJECTION PUMPHIP-1M112493"3" 190EWT180LWT155EWT165LWT55 GPM55 GPM55 GPM213"GS3"358P78P-2M3"GS3"358P78P-11"UH-11 1/4"UH-21"T1" HWR TO SCHOOLCWRNC308P572429NCNONC29NO291 1/4"31303031252914T234HWRHWSNCROOF1928 24"1. VENTURI STYLE MANUAL BALANCE VALVE.2. BOILER PROTECTION VALVE.3. SEE M100 FOR CONTINUATION.4. SEE ARCHITECTURAL DRAWINGS FOR EXTERIOR PIPE ENCLOSURE DETAIL.5. TWO POSITION CONTROL VALVE.6. CONNECT DOMESTIC WATER TO BOILER FOR EMERGENCY BURN BACK PROTECTION. CONNECT TO BOILER PER MANUFACTURER'S RECOMMENDATIONS. SEE ALSO FLOW DIAGRAM.7. AVOID STRUCTURAL FOOTING AND GRADE BEAM, TYP.8. SEE 2/M001 FOR LOUVER INSTALLATION DETAIL.9. INSTALL EMERGENCY FIN TUBES ON WALL. INSTALL UPPERMOST FIN TUBE AT 12'-0" AFF.10. PIPING SHOWN OFFSET FOR CLARITY. INSTALL ALL ABOVE GROUND EXTERIOR PIPING IN EXTERIOR PIPE ENCLOSURE.#SHEET NOTESBOILER ROOM1024M101______________020301ABHTX-1BP-1TST-1HIP-1B-3CHIP STORAGE BIN - 30 CUBIC YARD CAPACITYPROVIDED WITH BOILER SYSTEMDRAG CHAIN CONVEYOR,SEE ARCHITECTURALGRGSHWSHWRHWSHWR3"111INSULATED COLD AIR TRAPUH-1ET-23333UH-2HWSHWR3"1 1/4"1"HWRHWS3" GR FROM SCHOOL BOILER ROOM1" GR FROM GARAGE3" GS TO SCHOOL BOILER ROOM1" GS TO GARAGE3"3"P-1P-252EHP-1L-131" HW FROM SCHOOL BOILER ROOM1" HWR TO SCHOOL BOILER ROOM3ARCTIC INTAKE HOOD3"XTXT3/4"SEE 1/M001SEE 1/M001641710" STACKFEED AUGER3M101______________3"3'-1"EFT-1(2 TYP.)51091'-6"PENETRATE EXTERIOR WALL PER PIPING SYSTEM MANUFACTURER'S RECOMMENDATIONSOUSIDE WALLL-1INSULATED COLD AIR TRAPARCTIC INTAKE HOOD1'-0"812x3012x301'-0"REVISIONS1/23/2020 9:55:46 AMBOILER PLANTMECHANICAL PLAN &FLOW DIAGRAMM10101.23.20© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDESIGNED BY | RATZDRAWN BY | HERBSTWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\RevitNOT TO SCALEM1011BOILER PLANT FLOW DIAGRAM 1/4" = 1'-0"M1012BOILER PLANT MECHANICAL PLAN 1/4" = 1'-0"M1013DOG HOUSE SECTION 1/4" = 1'-0"M1014COMBUSTION AIR INTAKELOUVER SECTION AKAFAL TSTAEO49THSNATHAN H. RATZME 13554REGISTEREDPROFESSIONALENGINEER1. EXTEND RETURN HEADER TO ACCOMODATE HEAT INJECTION LINES.2. TO/FROM BOILER PLANT, SEE M100 FOR CONTINUATION.3. CLOSE SPACED TEES FOR HEAT INJECTION.4. CONNECT INTO HOT WATER RISER BEHIND (E) DWH.5. CONNECT INTO COLD WATER RISER.6. NEW DDC TEMPERATURE SENSOR.7. COORDINATE PIPE PENETRATION THROUGH INSULATED FLOOR. SEAL PENETRATION WEATHER TIGHT.8. NEW TEMPERATURE GAUGE.#SHEET NOTESHGS6"6"CP-1CP-2M1 1/4"MMMMTTAV1 1/4"3"4"2"2"6"6"P3/4"3"3"3"AVGLYCOLFILLGLYCOL TANKSRR3/4"HGS1"AVCXCXCX6"3"GSTO/FROM BOILER PLANT6"(E) AIR SEPARATOR(E) EXPANSION TANKGR1BOILERBOILER 6" MAX.33"(E) B-1(E) B-2GRTT86(E)B-2(E)B-1(E)DWHDAY TANKDOMESTIC HOT WATER STORAGE TANK(E) GLYCOL TANK(E) EXPANSION TANK(E) CP-1(E) P-4(E) CP-2(E) AIR SEPARATORGSGRGR(E) 3"(E) 2"(E) 3"RETURN HEADERGS(E) 3"(E) 3"GRGR(E) 2"(E) 6"(E) 3"GS(E) 3"GF(E) 1"GF(E) 1"(E) 2"13"3"GRGS3CX1"HWDWP-1CX1"HWRCW(E) 2"HW(E) 2"452227GSGR3"SEE A/M102HWHWRCP-2MTO BOILER PLANTCWHW(E) 2"(E) 2"HWHWR1"1"CXCX3 GPM(E) DWH(E) 2"NCNONOIN WINTER RUN PUMPIN SUMMER, TURN PUMP OFF AND FEED BOILER PLANT THROUGH RETURN LINEREVISIONS1/23/2020 9:55:48 AMSCHOOL BOILERROOM MECHANICALPLAN & FLOWDIAGRAMM10201.23.20© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDESIGNED BY | RATZDRAWN BY | HERBSTWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\RevitNOT TO SCALEM1022SCHOOL BOILER ROOM HEATING GLYCOL FLOW DIAGRAM - NEW WORK 1/2" = 1'-0"M1021SCHOOL BOILER ROOM MECHANICAL NEW WORK PLANNOT TO SCALEM102ADOMESTIC WATER FLOW DIAGRAM AKAFAL TSTAEO49THSNATHAN H. RATZME 13554REGISTEREDPROFESSIONALENGINEER HWSHWRP-1P-2TSHIELDED OUTSIDEAIR TEMPERATUREAI - OUTSIDE AIR TEMPERATUREB-3AI - STATUS24V WIRING BY T.C. CONTRACTOR, TYP.BOILER CONTROL PANELHTX-1TTAI - HWS TEMPAI - HWR TEMPTTAI - GS TEMPAI - GR TEMPSTARTERCBI - PUMP STATUSBO - PUMP START/STOPSTARTERCBI - PUMP STATUSBO - PUMP START/STOPTAI - BOILER INLET TEMPLIFT AUGERFLOOR SCRAPER SYSTEMTT(E)B-1(E)B-2GSGRGRGSGRGS(EXISTING)AI - SCHOOL SYSTEM RETURN TEMP(NEW)AI - BOILER INLETEXISTINGTEXISTINGAI - BOILER OUTLET TEMPAI - ALARMBIOMASS PLANTSCHOOLAO - FIRING RATEAI - STATUSBO - START/STOPAO - FIRING RATEAI - STATUSBO - START/STOPVFDBO - PUMP STATUSAO - SPEED CONTROLBO - PUMP START/STOPTST-1TAI - HWR TEMPTBP-1STARTERCBI - PUMP STATUSBO - PUMP START/STOPTTTAI - BOILER RETURN TEMPAI - BOILER OUTLET TEMP AI - HWS TEMPAI - TST-1 TEMPINSTALL NEW WELL AND SENSORV-1V-3V-4BP-1STARTERCBI - PUMP STATUSBO - PUMP START/STOPV-2TO UH'SFROM UH'SNCNCNONOAO - VALVE OPEN/CLOSEAO - VALVE OPEN/CLOSEAO - VALVE OPEN/CLOSEAO - VALVE OPEN/CLOSETO GARAGEFROM GARAGEDWP-1STARTERCBI - PUMP STATUSBO - PUMP START/STOPTO BOILER PLANTTO BOILER PLANTCP-1STARTERCBI - PUMP STATUSBO - PUMP START/STOPEXISTING PUMP AND CONTROLS REMAIN AS ISBOILER PROTECTION VALVE,NO DDC INTERFACEV-5NCEXISTING BOILER CONTROLS REMAIN AS ISTAI - DOM. WATER RETURN TEMPDDC TEMPERATURECONTROL LEGENDCMPSD-1 SMOKE DETECTORNCCNCNOD-1CONTROL DAMPER (NORMALLYCLOSED DAMPER INDICATED)DA-1CD-1R-1CS-1V-1TE-1TLL-1TS-1TS-1DP-1LHCONTROL ACTUATORCARBON DIOXIDE SENSORCONTROL RELAYCURRENT-SENSING STATUSSWITCH3-WAY CONTROL VALVE (NORMALLY OPEN,NORMALLY CLOSED & COMMON PORTS INDICATED)AVERAGING TEMPERATURESENSORROOM TEMPERATURE SENSORWELL-MOUNTED INSERTIONSENSORDUCT-MOUNTED INSERTIONSENSORLOW LIMIT TEMPERATURESWITCHWELL-MOUNTED TEMPERATURESWITCHDUCT-MOUNTED TEMPERATURESWITCHDIFFERENTIAL PRESSURESENSORTE-1TE-1TE-1ANALOG INPUTANALOG OUTPUTBINARY INPUTBINARY OUTPUTAIAOBIBOVMOTORIZED T.C. VALVE/2-WAYEXHAUST AIRRETURN AIROUTDOOR AIRNORMALLY CLOSED VALVE OR DAMPERNORMALLY OPEN VALVE OR DAMPEREARAOANCNOTEMPERATURE CONTROL SYSTEM GENERAL NOTESALL CONTROL POINTS LISTED IN THE SEQUENCE OF OPERATION ANDPOINTS LIST SHALL BE ADJUSTABLE BY THE SYSTEM OPERATOR.THE TEMPERATURE CONTROLS CONTRACTOR AND EQUIPMENTMANUFACTURERS SHALL COORDINATE ALL FACTORY FURNISHEDCONTROL DEVICES. THE TEMPERATURE CONTROLS CONTRACTOR ISRESPONSIBLE FOR A COMPLETELY OPERATIONAL SYSTEM.A.B.PS-1WELL-MOUNTED PRESSURESENSORNOTETHE TEMPERATURE CONTROL SYSTEM SHALL BE AN EXTENSION OF THE EXISTING SIEMENS BUILDING TECHNOLOGIES DIGITAL CONTROL SYSTEM.REVISIONS1/23/2020 9:55:49 AMTEMPERATURECONTROL DIAGRAMSM20001.23.20© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDESIGNED BY | RATZDRAWN BY | HERBSTWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\RevitNOT TO SCALEM2001HEATING WATER PLANT CONTROL SCHEMATICPROVIDE TEMPERATURE SENSOR TO MONITOR SPACE TEMPERATURE. ON A CALL FOR HEAT OPEN THE VALVE.GARAGE FINNED TUBE HEATING ELEMENTSPROVIDE TEMPERATURE SENSOR TO MONITOR SPACE TEMPERATURE. ON A CALL FOR HEAT, OPEN THE CONTROL VALVE AND CYCLE ON THE UNIT HEATER FANS. IFSPACE TEMPERATURE DROPS BELOW 40F, THE DDC SYSTEM SHALL GENERATE AN ALARM.BOILER PLANT UNIT HEATERS, UH-1 AND UH-2EMERGENCY HEATING PUMP EHP-1, SHALL OPERATE UPON UTILITY POWER FAILURE AND WHEN THE OUTSIDE AIR TEMPERATURE IS BELOW 35 DEG F. THE PUMPPROVIDES HEATING FLOW TO THE UNIT HEATERS IN THE BOILER PLANT FROM THE SCHOOL. PROVIDE A CURRENT SENSING RELAY TO MONITOR THE STATUS OF THEPUMP. UPON FAILURE OF THE PUMP, THE DDC SYSTEM SHALL GENERATE AN ALARM. NORMALLY CLOSED VALVES V-1, V-3, AND V-5 SHALL CLOSE, AND NORMALLY OPENVALVES SHALL OPEN TO ALLOW EHP-1 TO PULL WATER FROM THE SCHOOL AND CIRCULATE THROUGH THE UNIT HEATERS AND RETURN BACK TO THE SCHOOL.EMERGENCY HEATING PUMP, EHP-1THE GLYCOL HEATING WATER PUMPS INJECT HEAT INTO THE SCHOOL HEATING GLYCOL LOOP FROM THE BIOMASS BOILER. WHEN THE SCHOOL HEATING SYSTEM ISENABLED, THE DDC SYSTEM SHALL ENABLE THE LEAD GLYCOL HEATING SYSTEM PUMP. PROVIDE CURRENT SENSING RELAYS TO MONITOR THE STATUS OF EACH PUMP.THE DDC SYSTEM SHALL OPERATE THE PUMPS IN A LEAD/LAG STRATEGY. UPON FAILURE OF THE LEAD HEATING WATER PUMP, THE DDC SYSTEM SHALL GENERATE ANALARM AND ENABLE THE LAG PUMP. THE LEAD PUMP MUST BE COMPLETELY SHUT DOWN BEFORE THE LAG PUMP STARTS. THE LEAD PUMP WILL ALTERNATE BASED ONAN OWNER SUPPLIED SCHEDULE.GLYCOL HEATING WATER PUMPS, P-1 AND P-2HEAT EXCHANGER HTX-1 IS USED TO TRANSFER HEAT FROM THE BIOMASS BOILER SYSTEM TO THE GLYCOL LOOP BACK TO THE SCHOOL AND GARAGE. MONITORHEATING WATER INLET AND OUTLET TEMPERATURES AND GLYCOL WATER INLET AND OUTLET TEMPERATURES. WHEN THE SCHOOL HEATING SYSTEM IS ENABLED, THEDDC SYSTEM SHALL ENABLE THE HEAT INJECTION PUMP. PROVIDE CURRENT SENSING RELAYS TO MONITOR THE STATUS OF THE PUMP. MODULATE SPEED OF HIP-1 TOMAINTAIN THE GLYCOL LOOP SETPOINT OF 180 DEG F (ADJUSTABLE). PROVIDE A CURRENT SENSING RELAY TO MONITOR THE STATUS OF THE PUMP. UPON FAILURE OFTHE PUMP, THE DDC SYSTEM SHALL GENERATE AN ALARM.HEAT EXCHANGER, HTX-1 AND HEAT INJECTION PUMP, HIP-1THE BIOMASS BOILER IS MANUALLY STARTED. PROVIDE INPUTS TO MONITOR STATUS (ON/OFF) AND ALARM FROM THE THE BOILER CONTROL PANEL. THE INTENT IS FORTHIS BOILER TO ACT AS THE FIRST STAGE OF HEAT FOR THE SCHOOL AND THE GARAGE. PROVIDE TEMPERATURE SENSORS TO MONITOR BOILER INLET AND OUTLETTEMPERATURES.BIOMASS BOILER, B-3THIS PUMP IS MANUALLY STARTED WHEN THE BIOMASS BOILER IS READY TO FIRE. PROVIDE CURRENT SENSING RELAY TO MONITOR THE STATUS OF THE PUMP. THISPUMP CIRCULATES WATER FROM THE BOILER TO THE THERMAL STORAGE TANK. PROVIDE TEMPERATURE SENSOR FOR THERMAL STORAGE TANK.BOILER PUMP BP-1BIOMASS BOILER PLANTSEQUENCES OF OPERATIONTHIS PUMP CIRCULATES DOMESTIC HOT WATER IN THE DOMESTIC WATER LOOP TO THE BOILER PLANT TO PREVENT FREEZING. THEPUMP SHALL BE ENABLED THROUGH A BUTTON ADDED IN THE DDC SYSTEM FRONT END AND SHALL RUN CONTINUOUSLY WHENENABLED. PROVIDE A CURRENT SENSING RELAY TO MONITOR THE STATUS OF THE PUMP. UPON FAILURE OF THE PUMP, THE DDCSYSTEM SHALL GENERATE AN ALARM. PROVIDE TEMPERATURE SENSOR IN RETURN LINE. GENERATE ALARM IF WATERTEMPERATURE DROPS BELOW 35 DEG F.DOMESTIC WATER FREEZE PROTECTION PUMP DWP-1MODIFY THE EXISTING BOILER SEQUENCE OF OPERATION TO ALLOW BIOMASS BOILER B-3 TO BE THE LEAD BOILER WHEN IT ISOPERATING. WHEN THE HEATING SYSTEM IS ENABLED, AND THE HEATING WATER PUMP HAS PROVED OPERATION, AND THE GLYCOLLOOP PUMPS (P-1 AND P-2 FROM THE BOILER PLANT) CANNOT MAINTAIN THE SYSTEM SETPOINT, THE DDC SYSTEM SHALL ENABLETHE LEAD BOILER TO SUPPLEMENT THE HEAT FROM THE BIOMASS BOILER. THE SCHOOL BOILERS SHALL MODULATE TO MAINTAINTHE SYSTEM MAIN HEATING WATER SETPOINT OF 170 DEG F (ADJUSTABLE). IF THE BOILER CANNOT MAINTAIN THE SETPOINT,ENABLE THE LAG BOILER. ADD TEMPERATURE SENSOR IN RETURN MAIN BETWEEN INJECTION POINT AND TEE TO BOILER INLETS.BOILERS, B-1 AND B-2 (EXISTING)SCHOOL BOILER PLANTSEQUENCES OF OPERATION AHBBFCCFREVISIONS1/23/2020 3:09:03 PMEQUIPMENT PLANM30001.23.2020© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDESIGNED BY | MTDRAWN BY | MTWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\Revit 1/2" = 1'-0"M3001MATERIAL MOVER PLAN LAYOUT 1/2" = 1'-0"M3002MATERIAL MOVER SECTION MPANEL HPANEL SPANEL A PANEL B PANEL CPANEL FPANELGARAGEPANELEMPANELBP1100A120/2083P, 4WGNABOVE COUNTER, 4" BACK SPLASHACAUTOMATIC TRANSFER SWITCHATSABOVE FINISHED GRADEAFGABOVE FINISHED FLOORAFFBELOW GRADEBLGBOTTOM OF DEVICEBODCONDUITCSYMBOLDESCRIPTIONLAY-IN OR RECESSED FIXTURE, SIZE ON PLANSWALL MOUNTED FIXTURE, SIZE ON PLANSSURFACE MOUNTED FIXTURE, SIZE ON PLANSPENDANT OR SURFACE MOUNTED FIXTURE, SIZE ON PLANSRECESSED DOWNLIGHT FIXTURESURFACE MOUNTED FIXTUREWALL MOUNTED FIXTURECEILING MOUNTED, WALL MOUNTED EXIT LIGHT (W/ DIRECTIONAL ARROWS)ROUND POLE MOUNTED FIXTURE, EXTERIORDIRECTIONAL INGROUND FIXTURE, EXTERIORPENDANT MOUNTED FIXTURE, SIZE ON PLANSSHADED FIXTURE INDICATES FIXTURE IS UNSWITCHED AND ALSO INDICATES EMERGENCY POWER.WALL WASH OR DIRECTIONAL FIXTUREWALL SCONCE FIXTURETRACK FIXTURE, SEE PLAN FOR SIZE AND HEADSCEILING FAN FIXTURE1 HEAD REMOTE EMERGENCY LIGHT2 HEAD EMERGENCY LIGHT BATTERY PACK1 HEAD REMOTE EMERGENCY LIGHT BATTERY PACK2 HEAD LIGHT WITH MOTION SENSORSQUARE POLE MOUNTED FIXTURE, EXTERIORPOST TOP FIXTURE, EXTERIORBOLLARD FIXTURE, EXTERIORCARD ACCESS SYSTEMCASCLOSED CIRCUIT TVCCTVCEILINGCLGCENTER OF DEVICECODCOPPERCUDIGITAL VIDEO RECORDERDVREXISTING(E)ELECTRICAL CONTRACTORECEXHAUST FANEFGENERAL CONTRACTORGCGROUNDGNDFIELD ADJUSTABLE LONG TIME, SHORT TIME AND INSTANTANEOUSLSIFIELD ADJUSTABLE LONG TIME, SHORT TIME, INSTANTANEOUS AND GROUND FAULTLSIGMECHANICAL CONTRACTORMCNEW(N)NIGHT LIGHTNLPAN-TILT-ZOOMPTZQUANTITYQTYRELOCATED(R)SURFACESFTELECOMMUNICATIONS MAIN GROUNDING BUS BARTMGBTELECOMMUNICATIONS BONDING BACKBONETBBTEMPERATURE CONTROL CONTRACTORTCTELEPHONE TERMINAL BOARDTTBTYPICALTYPUNDERGROUNDUGUNLESS OTHERWISE NOTEDUONWITHW/WIRE MOLDWMWEATHER PROOF (WHILE IN USE)WPTRANSFORMERXFMRSWITCH DESIGNATIONa,b,c etcCIRCUIT DESIGNATION, PANEL BN1L, CIRCUITS 2,4,6BN1L-2,4,6INDICATES DETAIL 1 ON SHEET E5011/E501SHEET WORK NOTEHOME RUN TO PANELCONDUIT CONCEALED IN CEILING OR WALLCONDUIT CONCEALED UNDER FLOORLOW VOLTAGE CIRCUITFIBER OPTIC CABLECABLE TRAYCIRCUIT, NUMBER OF HASH MARKS INDICATES NUMBER OF CONDUCTORS IN CABLE/RACEWAY. GROUND WIRE IS NOT SHOWN BUT SHALL BE INCLUDED. NO HASH MARKS INDICATES 2 CONDUCTORS PLUS GROUND.LVSHEET DEMO WORK NOTESWITCH - SPST2SINGLE POLE, DOUBLE THROW3THREEWAY4FOURWAYKKEY OPERATEDP PILOT LIGHTWPWEATHERPROOFOSOCCUPANCY SENSORDDIMMERMCSPOT-MOMENTARY CONTACTLVLOW VOLTAGETTIMER SWITCHTSTEST SWITCHOCCUPANCY SENSOR (CEILING) - SUBSCRIPT IS TYPEOSRECEPTACLE - SIMPLEXRECEPTACLE - DUPLEXGFI RECEPTACLE - DUPLEX (GROUND FAULT INTERRUPT)USBDEVICE RECEPT W/2 USB PORTSDCDROP CORDWPWEATHERPROOF COVER & WEATHERRESISTANT RECEPTACLETRTAMPER RESISTANTSSURGE PROTECTEDIGISOLATED GROUNDFILLED CENTER INDICATES HOSPITAL GRADE EMERGENCY RECEPTACLERECEPTACLE - DOUBLE DUPLEXGFI RECEPTACLE - DOUBLE DUPLEX- SAME INDICATORS AS SHOWN FOR DUPLEX RECEPTACLERECEPTACLE - 208VRRANGE - NEMA 14-50RDDRYER - NEMA 14-30RWWELDER - NEMA 14-50R* NEMA CONFIGURATION AS NOTED208V RECEPTACLE IN RECESSED FLOORBOXDUPLEX RECEPTACLE/GFI IN RECESSED FLOORBOXDOUBLE DUPLEX RECEPTACLE/GFI IN RECESSED FLOORBOXJ-BOX - BOX INDICATES FLOOR MOUNTING -4"X4"X2-1/8" DEEP UNLESS OTHERWISE NOTEDSPECIAL PURPOSE CONNECTION - BOX INDICATES FLOOR MOUNTING - WORK AS NOTEDRECEPTACLE - DUPLEX, MOUNTING IN CEILINGMANUAL MOTOR DISCONNECT/STARTER SWITCHCOMBINATION STARTER/DISCONNECT SWITCHDISCONNECT SWITCHCONTACTORELECTRIC MOTOR CONNECTIONEMERGENCY PUSHBUTTONPCPHOTOCELL, PHOTOCELL WALL MOUNTEDPCEXISTING PANELBOARD, SURFACE MOUNTEDEXISTING PANELBOARD, FLUSH MOUNTEDTIME CLOCKMELECTRIC METER, BUILDING MOUNTEDTRANSFORMER, INTERIORorVARIABLE FREQUENCY DRIVEJJJCLGCO₂THERMOSTAT/TEMPERATURE SENSOR BY MC OR TC, J-BOX AND CONDUIT TO CEILING BY ECCARBON MONOXIDE DETECTOR BY MC, J-BOX & CONDUIT TO CEILING BY ECPPPOWER POLERRELAYCIRCUIT BREAKERCONTROL PANELLRPLIGHTING RELAY PANELTCPTEMPERATURE CONTROL PANELGAPGENERATOR ANNUNCIATOR PANELPACPPA CONTROL PANELMGAMED GAS ALARM PANELPANELBOARD, SURFACE MOUNTEDPANELBOARD, FLUSH MOUNTEDTRANSFORMER, EXTERIORCLGGFI RECEPTACLE - DUPLEX, MOUNTING IN CEILINGM1TTCVFDLIGHTINGELECTRICAL LEGENDSYMBOLDESCRIPTIONABBREVIATIONS AND MISCELLANEOUSSYMBOLDESCRIPTIONDEVICES AND POWERSYMBOLS APPLY ONLY WHEN USED ON DRAWINGSFINISHED CEILINGFINISHED FLOORBODBODBODCODCODAC = ABOVE COUNTER, MINIMUM 4" ABOVE BACKSPLASH TO BOTTOM OF DEVICE.48" TOD IS ACCEPTABLE FOR CMU BLOCK CONSTRUCTION.44"1'-6"80" MINIMUM TO BOTTOM OF DEVICEMOUNT 4" ABOVE DOOR FRAME74" TO TOP OF TRIM1'-6" MIN. IN HAZARDOUSLOCATIONS-TO BOTTOMOF CAN80" AFF TO BOTTOM OF DEVICE OR 6" BELOWCEILING TO TOP OF DEVICE WHICHEVER IS LOWERFIREFIRECSFFFFIREFKPSDPANEL BOARDWTCO₂INTERIOR BOX MOUNTING HEIGHTS200A3P200A3P100A3P100A3P30A3P100A3P60A3P200A3P100A3P30A3P60A3PPORTABLEGENERATOR???PORTABLEGENERATOR BY OWNER100A3P100A3PFIREALARM12#SHEET NOTES1. NEW DOUBLE THROW MANUAL SAFETY SWITCH "MTS" TO TRANSFER NEW BIOMASS BUILDING FROM NORMAL POWER TO PORTABLE EMERGENCY GENERATOR UPON EXTENDED OUTAGES. SWITCH SHALL BE SERVICE ENTRANCE RATED WITH 100A/3P FUSES IN A NEMA 3R ENCLOSURE. VERIFY FINAL FUSE SIZES PRIOR TO ORDERING. FEED FROM EXISITNG 100A FUSED SWITCH LOCATED IN SCHOOL WITH 4#1, 1#8 GND IN A 1-1/2"C.2. NEW 100A 48 CIRCUIT PANEL "BP1" TO BE LOACTED IN NEW BIOMASS BUILDING. FEED FROM THE SECONDARY SIDE OF "MTS" WITH 4#1, 1#8 GND IN A 1-1/2"C. PRIOR TO ORDERING COORDINATE FINAL BREAKER SIZING WITH MECHANICAL CONTRACTOR / BIOMASS BOILER MANUFACTURE.EXISITNG EQUIPMENTNEW EQUIPMENTMTS(E) DISTRIBUTION PANEL 800A120/208V, 3P, 4WLINE CODE(E) MDP 400A120/208V, 3P, 4WBIOMASSBUILDINGSCHOOLREVISIONS1/23/2020 9:58:13 AMSCHEDULES ANDPANELSE101.23.20© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDESIGNED BY | N. BRONECDRAWN BY | N. BRONECWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\RevitNOTES:RECEPTACLES1260 100.00% 1260TOTAL EST. DEMAND AMPS:65.2POWER0 0.00% 0TOTAL EST. DEMAND:23503.5LIGHTING530 125.00% 663HVAC HEATING1728 100.00% 1728TOTAL CONNECTED AMPS:64.9EQUIPMENT19853 100.00% 19853TOTAL CONNECTED LOAD:23371LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS77.9 61 56.9TOTAL CONNECTED PHASE AMPS9285.7 7257.7 6827.7TOTAL CONNECTED PHASE VA47484546434441423940373835363334313229302728--25 -- -- 2102 12601 20 26 RECEPTACLES BOILER ROOM 102--23 -- --2102 530 1 20 24 LIGHTING ROOM 102BIOMASS CONVEYOR 21 30 3 2102 937 -- -- 22 ----19 -- -- 937 937-- -- 20 ----17 -- --937 937 3 20 18 BIOMASS AUGER - 2BIOMASS AUGER - 1 15 20 3 937 960 1 20 16 BIOMASS BOILER--13 -- -- 829 333-- -- 14 ----11 -- --829 333 -- -- 12 --P-19 20 3 829 333 3 20 10 BP-1--7 -- -- 333 829-- -- 8 ----5 -- --333 829 -- -- 6 --HIP-13 20 3 333 829 3 20 4 P-2UH-11 20 1 864 8641 20 2 UH-2LOAD NAMECKTNOBKRAMPPOLE A B C POLEBKRAMPCKTNOLOAD NAMEMODEL TYPE:PANELBOARDWIRES:4MANUFACTURER:SEE SPECIFICATIONSPHASES:3NOTES:TYPE OF MAIN:MLOVOLTAGE:120/208 WyeMOUNTING TYPE:SURFACELOCATION:BOILER ROOM 102AMPS:100 AMINIUM AIC RATING:SEE POWER RISER OR ONE-LINEPANEL:BP1NOT TO SCALEE11One Line Diagram49THNo. EE11453ALAN R. BRONECSTATEOFALA SKA REG ISTEREDPROFESSIONALENGINEER TTT#SHEET NOTES1. WATER PUMP P-1 FURNISHED AND INSTALLED BY MC. EC TO FURNISH AND INSTALL A 30A/3P NON-FUSED DISCONNECT. BREAKER AND WIRE SIZING SHALL BE VERIFIED PRIOR TO INSTALL.2. WATER PUMP P-2 FURNISHED AND INSTALLED BY MC. EC TO FURNISH AND INSTALL A 30A/3P NON-FUSED DISCONNECT. BREAKER AND WIRE SIZING SHALL BE VERIFIED PRIOR TO INSTALL.3. WATER PUMP HIP-1 FURNISHED AND INSTALLED BY MC. EC TO FURNISH AND INSTALL A 30A/3P NON-FUSED DISCONNECT. BREAKER AND WIRE SIZING SHALL BE VERIFIED PRIOR TO INSTALL.4. UNIT HEATER FURNISHED AND INSTALLED BY MC. EC TO FURNISH AND INSTALL MOTOR RATED TOGGLE SWITCH TO SERVE AS DISCONNECTING MEANS. 5. WATER PUMP BP-1 FURNISHED AND INSTALLED BY MC. EC TO FURNISH AND INSTALL A 30A/3P NON-FUSED DISCONNECT. BREAKER AND WIRE SIZING SHALL BE VERIFIED PRIOR TO INSTALL.6. BIOMASS BOILER B-1 FURNISHED AND INSTALLED BY MC. EC TO PROVIDE 120V CIRCUIT TO CONTROL PANEL AND FIELD WIRING AS REQUIRED TO COMPLETE INSTALL.7. BIOMASS AUGER BA-1 FURNISHED AND INSTALLED BY MC. EC TO FURNISH AND INSTALL A 30A/3P NON-FUSED DISCONNECT. BREAKER AND WIRE SIZING SHALL BE VERIFIED PRIOR TO INSTALL.8. BIOMASS AUGER BA-2 FURNISHED AND INSTALLED BY MC. EC TO FURNISH AND INSTALL A 30A/3P NON-FUSED DISCONNECT. BREAKER AND WIRE SIZING SHALL BE VERIFIED PRIOR TO INSTALL.9. BIOMASS CONVEYOR BC-1 FURNISHED AND INSTALLED BY MC. EC TO FURNISH AND INSTALL A 30A/3P NON-FUSED DISCONNECT. BREAKER AND WIRE SIZING SHALL BE VERIFIED PRIOR TO INSTALL.10. PHILIPS LBX-55L-835-120-OCCCLB OR EQUAL.11. PHILIPS LPW16-30-WW-G3-3-120-PCB-BK OR EQUAL.12. NEW WATER PUMP DWP-1 LOCATED IN EXISTING SCHOOL BOILER ROOM FURNISHED AND INSTALLED BY MC. EC TO FURNISH AND INSTALL A 30A/3P NON-FUSED DISCONNECT. WIRE TO EXISTING PANEL LOCATED IN SCHOOL BOILER ROOM. BREAKER MANUFACTURE, AMPERAGE, AND WIRE SIZING TO BE VERIFIED PRIOR TO INSTALL. 13. PROVIDE (2) 1" C, (1) 1 1/2" C FOR DATA, TELEPHONE, AND POWER WIRING TO NEW BIOMASS BOILER BUILDING. ROUTE FROM EXISTING SCHOOL ELECTRICAL ROOM UNDER SCHOOL AND IN TRENCH WITH MECHANICAL UTILITIES. VERIFY CONDUIT SIZING PRIOR TO INSTALL.14. EC TO PROVIDE EMERGENCY BOILER SHUTDOWN BUTTON PILLA ST120ESO OR EQUAL.15. PHILIPS VLTCR3R OR EQUAL.GENERAL NOTESA. COMPLY WITH LATEST ADOPTED NEC AND APPLICABLE CODES/STANDARDS.B. SHARED NEUTRALS ARE NOT ALLOWED FOR SINGLE PHASE BRANCH CIRCUITS.020301ABBP1BP1-1BP1-2BP1-3,5,7BP1-4,6,8BP1-9,11,13BP1-15,17,19BP1-10,12,14BP1-21,23,25BP1-18,20,22MTSBP1-16UH-1UH-2BA-2BC-1BA-1B-1BP-1P-1P-2HIP-11234456789BP1-2614020301ABWP1WP1WP1WP1BP1-2410(TYP)11(TYP)EXEX1533(TYP)1213REVISIONS1/23/2020 9:58:15 AMBOILER BUILDING ANDSITE PLANE201.23.20© 2019 | ALL RIGHTS RESERVEDCONSTRUCTIONDOCUMENTSDESIGNED BY | N. BRONECDRAWN BY | N. BRONECWOOD BOILER HEATING SYSTEMNORTHWAY SCHOOLNORTHWAY, ALASKA | Project# AGSD_NORTHWAY2 | L:\AGSD_NORTHWAY2\BIMCAD\Revit 3/16" = 1'-0"E22POWER PLAN - BIOMASS BIOLER ROOM 3/16" = 1'-0"E23LIGHTING PLAN - BIOMASS BOILER ROOM 1" = 30'-0"E21Electrical Site Plan49THNo. EE11453ALAN R. BRONECSTATEOFALA SKA REG ISTEREDPROFESSIONALENGINEER