HomeMy WebLinkAboutPLANS - 21-00119 - Adams Elementary - AdditionJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITED
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PRELIMINARY
NOT FOR
CONSTRUCTION
11697
P R O F E S S I O N A L ENG
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GENERAL REQUIREMENTS:1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OFLIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVEBEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE ANDCOMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BYREPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEYNECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY ANEXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKINGKNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOTEVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ONTHESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRYACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOTEXPLICITLY SHOWN.3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACEDON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT ASSTATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'SCONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUTSHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTIONSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLYONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGSAND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURALDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITHTHE ARCHITECT AND STRUCTURAL ENGINEER.6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIREDBY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANSSHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDINGDEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANOFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TOITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR SHALLREVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCEWITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW. VERIFY ALLDIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONSFROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THEAFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES,SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL ENGINEER'SREVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED BY OTHERSAND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A STRUCTURAL ENGINEERREGISTERED IN THE APPROPRIATE STATE. THE SHOP DRAWINGS DO NOT REPLACETHE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLYAND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER ARE NOT TO BECONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY OF ENGINEERINGDESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH THE DESIGNING ORSUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THECONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FORCORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW (5) WORKING DAYS FORTHE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH SUBMITTAL WILL BERETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS.BASIS FOR DESIGN:1.BUILDING CODE: 2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = III4. SEISMIC DESIGN PARAMETERS:ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEPROCEDUREIMPORTANCE FACTORIe = 1.25SITE CLASSDSEISMIC DESIGN CATEGORYDMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.143, SS = 0.370DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.221, SDS = 0.371PERCENT SNOW INCLUDED WITHSEISMIC LOADS20VERTICAL SHEAR TRANSFER ELEMENTS:SPECIAL MASONRY SHEARWALL(S))R = 5.0, CS = 0.0935. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED112 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE33.7 PSFNET UPLIFT ON ROOF31.7 PSF 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF38.5 PSF20 PSFFLOOR60 PSF15 PSFSTAIRS100 PSF15 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF TRUSSES/JOISTSL/360L/240FLOOR TRUSSES/JOISTSL/360L/240BEAMSL/360L/240 FOUNDATION NOTES:1.IN LIEU OF A GEOTECHNICAL REPORT: THE F
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ACCORDING TO THE RECOMMENDATIONS OF
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1
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2.THE SOIL DESIGN VALUES LISTED BELOW HA
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CITY/COUNTY BUILDING DEPARTMENT, CONTI
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PREDOMINATELY CONSISTS OF SAND AND/O
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SPECIFIC SOIL CLASSIFICATIONS SHOULD BE
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:
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GRAVEL OR GRAVEL(GW OR GP), SAND(SW A
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(
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CLASSIFICATIONS CAN BE FOUND IN TABLE 1
8
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CONTRACTOR.3.A ONE-THIRD INCREASE IN BEARING PRESSU
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WIND LOAD COMBINATIONS. LATERAL BEARI
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MAY BE COMBINED.4.ALL FOUNDATIONS SHALL BEAR ON COMPAC
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NATIVE SOIL SUBBASE COMPACTED TO 95%
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GRADE IS DEFINED AS LOWEST ADJACENT G
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FOR PERIMETER FOOTINGS. WHERE EXTERIO
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PLACEMENT.5.CONCRETE SLABS ON GRADE SHALL BE SUP
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THAN 95% OF THE MAXIMUM DRY DENSITY A
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.
6.BACKFILL AGAINST RESTRAINED WALLS SHA
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WALLS ARE SUPPORTED BY THE COMPLETIO
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CONCRETE OR GROUT STRENGTH HAS REAC
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BELOW.THE SOIL DESIGN VALUES FOR THE FOUNDATION
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ALLOWABLE BEARING PRESSURE
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ALLOWABLE LATERAL BEARING PRESSURE
1
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ALLOWABLE LATERAL SLIDING COEFFICIENT
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2
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FOUNDATION BEAR
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36" BELOW FINISHE
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REINFORCING STEEL:1.ASTM A615 GRADE 60 (FY = 60 KSI) DEFORME
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GRADE 60 DEFORMED BARS SHALL BE USED
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CURRENT EXPERIENCE IN THE TYPE OF WEL
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ALL WELDING SHALL USE E70 SERIES LOW H
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ALL WELDS ON DRAWINGS ARE SHOWN AS S
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TESTED AND CERTIFIED BY AN INDEPENDENT
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5.STEEL TO STEEL BOLTED CONNECTIONS: HIG
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BOLTS MAY BE TIGHTENED USING ANY AISC
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6.DRYPACK SHALL BE 5,000 PSI FIVE STAR NON
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PRELIMINARY
NOT FOR
CONSTRUCTION
11697
P R O F E S S I O N A L ENG
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R E G I S TERE
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ATE O F I D A H O
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GENERAL STRUCTURAL NOTES(APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS)MASONRY (CONCRETE BLOCK):MINIMUM 28 DAY MASONRY STRENGTH SHALL BE 1500 PSI.MASONRY COMPREHENSIVE STRENGTH NET COMPRESSIVE STRENGTH OF THE OVERALLMASONRY SYSTEM (MORTAR, UNITS, AND GROUT) SHALL BE f'M=2,000 PSI (BY UNITSTRENGTH METHOD)1.VERTICAL REINFORCING: #5 AT 16 INCHES ON CENTER FULL HEIGHT OF WALL,CENTERED IN GROUTED CELL AND AT ALL WALL INTERSECTIONS, CORNERS, WALLENDS, JAMBS, OVER LINTELS, AND EACH SIDE OF CONTROL JOINTS (MINIMUMUNLESS NOTED OTHERWISE ON PLANS/DETAILS). TIE AT 8'-0" VERTICALLY, WITHSINGLE WIRE LOOP TIE OR EQUIVALENT. DOWEL ALL REINFORCING TO FOUNDATIONWITH DOWELS TO MATCH AND LAP VERTICAL WALL OR COLUMN REINFORCING.2.CONTROL JOINTS: UNLESS NOTED OTHERWISE ON THE PLANS, PLACE CONTROLJOINTS IN MASONRY WALLS SUCH THAT NO STRAIGHT RUN OF WALL EXCEEDS 24'-0".CONTROL JOINTS SHALL NOT OCCUR AT WALL CORNERS, INTERSECTIONS, ENDS,WITHIN 24" OF CONCENTRATED POINTS OF BEARING OR JAMBS, OR OVER OPENINGSUNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS.3.HORIZONTAL REINFORCING: (MINIMUM UNLESS NOTED OTHERWISE ONPLANS/DETAILS) ONE #5 BAR IN CENTER OF 16 INCH DEEP MINIMUM CONTINUOUSGROUTED BOND BEAM AT ELEVATED FLOOR AND ROOF LINES. FOR 8 INCH THICKWALLS, ONE #5 BAR IN CENTER OF 8 INCH DEEP CONTINUOUS GROUTED BOND BEAMAT INTERVALS NOT TO EXCEED 48 INCHES ON CENTER AND AT TOP OF PARAPET ORFREE STANDING WALLS.FOR 12 INCH THICK WALLS, TWO #5 BARS IN CENTER OF 8 INCH DEEP CONTINUOUSGROUTED BOND BEAM AT INTERVALS NOT TO EXCEED 48 INCHES ON CENTER ANDAT TOP OF PARAPET OR FREE STANDING WALLS.HORIZONTAL BARS AT TOP OF PARAPET OR FREE STANDING WALLS SHALL BEPLACED 8 INCHES DOWN FROM THE TOP IN AN UPSIDE DOWN BOND BEAM BLOCK.PLACE HORIZONTAL BARS CONTINUOUS THROUGH CONTROL JOINTS. PROVIDE BENTBARS PER TYPICAL DETAILS, TO MATCH HORIZONTAL BOND BEAM REINFORCING, ATCORNERS AND WALL INTERSECTION TO MAINTAIN BOND BEAM CONTINUITY.4.TENSION LAP SPLICES OF REINFORCING STEEL IN MASONRY SHALL BE AS FOLLOWS:REBAR SIZESTANDARD LAPRETAINING WALLS(AT FACE OF WALL)#424"30"#530"46"#643"55"#760"64"#872"72"5.REINFORCING PLACEMENT TOLERANCES: ALL DIMENSIONS SHOWING THE LOCATIONOF REINFORCING STEEL NOT NOTED AS "CLEAR" OR "CLR" ARE TO CENTER OFSTEEL. TOLERANCES FOR PLACEMENT OF VERTICAL REINFORCING SHALL BE (±) 12"PERPENDICULAR TO WALL AND (±) 2" ALONG THE LENGTH OF THE WALL. PROVIDE 12"CLEARANCE BETWEEN MASONRY UNITS AND REINFORCING, AND REINFORCINGRUNNING IN THE SAME DIRECTION. LAPS MAY BE BESIDE OR OVER THE REINFORCINGBEING SPLICED.6.BLOCK QUALITY: CONCRETE BLOCK SHALL BE LIGHTWEIGHT LOAD-BEARINGCONCRETE MASONRY UNITS CONFORMING TO ASTM 90 WITH A MINIMUMCOMPRESSIVE STRENGTH OF 2000 PSI. USE BOND BEAM UNITS AT HORIZONTALREINFORCING.7.MORTAR: MORTAR MIX SHALL CONFORM TO REQUIREMENTS OF THE ASTM C270 ANDASTM C780 STANDARDS, TYPE M OR S.8.GROUT: GROUT SHALL CONFORM TO REQUIREMENTS OF ASTM C476. USESUFFICIENT WATER FOR GROUT TO FLOW INTO ALL JOINTS OF THE MASONRYWITHOUT SEGREGATION. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVESTRENGTH OF 2500 PSI AT 28 DAYS. ALL CELLS IN CONCRETE BLOCKS CONTAININGREINFORCING SHALL BE FILLED SOLID WITH GROUT. ALL MASONRY BELOW FINISHEDFLOOR OR GRADE SHALL BE GROUTED SOLID. ALL GROUT SHALL BE MECHANICALLYVIBRATED.GROUT LIFTS OF 5 FEET OR LESS IS RECOMMENDED. FOR HIGHER GROUT LIFTS,CLEANOUTS (3"x3") AT THE BOTTOM OF ALL VERTICALLY REINFORCED CELLS SHALLBE PROVIDED. IN ADDITION, MECHANICAL DEVICES SHALL BE USED TO POSITION ANDSECURE REINFORCING WHEN GROUT LIFTS EXCEED 5 FEET IN HEIGHT. IN SOLIDGROUTED MASONRY, CLEANOUTS SHALL NOT BE SPACED MORE THAN 32" O.C.9.BLOCK CONSTRUCTION: ALL BLOCKS SHALL BE PLACED IN RUNNING BONDCONSTRUCTION (UNLESS OTHERWISE NOTED) WITH ALL VERTICAL CELLS INALIGNMENT.10.MISCELLANEOUS LINTELS:FOR MISCELLANEOUS OPENINGS (4'-8" OR LESS) NOT SHOWN ON PLANS ORIN A SCHEDULE, BUT REQUIRED BY OTHER DISCIPLINES (MECHANICAL,ELECTRICAL, PLUMBING, ETC.) THE FOLLOWING OPTIONS MAY BE USED IN8" MASONRY WALLS.OPTION #1: GROUTED REINFORCED MASONRY LINTEL: REINFORCE WITH (2)#4 HORIZONTAL BARS IN BOTTOM OF BOND BEAM OR LINTEL BLOCK ANDSHALL BE GROUTED SOLID TO A MINIMUM DEPTH OF 12 INCHES. ALL LINTELREINFORCING AND GROUT SHALL EXTEND 16 INCHES PAST JAMBS.OPTION #2: DOUBLE ANGLE LINTELS: USE (2) L312X312X14 BACK-TO-BACK.PROVIDE 12" MINIMUM OF GROUT OVER LINTELS. BEARING FOR STEELANGLE LINTELS SHALL BE 4" (±) 1" AT EACH JAMB.OPTION #3: POWERS STEEL LINTEL: PS8-8. GROUT LINTEL 8" DEEP. BEARINGFOR POWERS STEEL LINTELS SHALL BE 4" (±) 1" AT EACH JAMB.THESE LINTELS, OR THE OPENING THEY SPAN, SHALL NOT BE PLACED SOAS TO INTERFERE WITH THE REQUIREMENTS OF OTHER STRUCTURALELEMENTS (I.E. BOND BEAMS, LINTELS, CONTROL JOINTS, CONCENTRATEDPOINTS OF BEARING, ETC.) WITHOUT THE PRIOR APPROVAL OF THESTRUCTURAL ENGINEER.SOLID GROUT SHALL BE PROVIDED BETWEEN WEBS AND MASONRY FACESHELLS FOR FULL LENGTH OF ALL STEEL LINTELS. MORTAR MAY BE USEDFOR GROUT FOR THIS PURPOSE ONLY. FACE UNITS, SOAPS, ROMANS, ETC.,SHALL BE LAID WITH FULL HEAD AND BED JOINTS.FOR ADDITIONAL INFORMATION AT OPENINGS IN MASONRY WALLS, SEETYPICAL DETAILS.ANCHORAGE TO
C
O
N
C
R
E
T
E
:
ADHESIVE ANCHORS:HILTI HIT-HY 200
P
E
R
I
C
C
E
S
R
-
3
1
8
7
HILTI HIT-RE 500 V3
P
E
R
I
C
C
E
S
R
-
3
8
1
4
SIMPSON AT-XP
P
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R
I
A
P
M
O
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R
-
2
6
3
SIMPSON SET-XP
P
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R
I
C
C
E
S
R
-
2
5
0
8
MECHANICAL ANCHORS:HILTI KWIK HUS
P
E
R
I
C
C
E
S
R
-
3
0
2
7
HILTI KWIK BOLT-TZ EXPANSION ANCHORS
P
E
R
I
C
C
E
S
R
-
1
9
1
7
SIMPSON TITEN HD
P
E
R
I
C
C
E
S
R
-
2
7
1
3
SIMPSON STRONG BOLT-2
P
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I
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C
E
S
R
-
3
0
3
7
ADHESIVES:HILTI HIT-HY 200
P
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R
I
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C
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S
R
-
3
1
8
7
HILTI HIT-RE 500 V3
P
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I
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C
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S
R
-
3
8
1
4
SIMPSON AT-XP
P
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R
I
A
P
M
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R
-
2
6
3
SIMPSON SET-XP
P
E
R
I
C
C
E
S
R
-
2
5
0
8
ADHESIVE ANCHORS:HILTI HIT-HY 200
P
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R
I
C
C
E
S
R
-
3
9
6
3
SIMPSON AT-XP
P
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I
A
P
M
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R
-
2
8
1
SIMPSON SET
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I
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-
1
7
7
2
MECHANICAL ANCHORS:HILTI KWIK BOLT-3 EXPANSION ANCHORS
P
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C
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-
1
3
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5
HILTI KWIK BOLT-TZ EXPANSION ANCHORS
P
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3
7
8
5
SIMPSON TITEN HD
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6
SIMPSON STRONG BOLT-2
P
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4
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ADHESIVE ANCHORS:HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING
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2
2.SUBSTITUTION REQUESTS FOR ALTERNATE P
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MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
CONSTRUCTION MANAGEMENT
PROJECT MANAGER:CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site
specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,
inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
GTCDBPIF21-027
Feb. 16, 2021
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1.ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL C
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(IMC) LATEST EDITION, AND ALL LOCAL & STATE CODES.2.ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST ADOPTED PLUMBING CODE
,
AND ALL LOCAL & STATE CODES.3.ALL MECHANICAL AND PLUMBING EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS.4.MECHANICAL CONTRACTORS SHALL RECEIVE PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER BEFORE MAKING CUTSTHROUGH ANY STRUCTURAL MEMBER.5.MECHANICAL CONTRACTORS SHALL COORDINATE INSTALLATION WITH CONSTRUCTION SUPERVISOR AND WITH ALL OTHERTRADES TO AVOID CONFLICTS.6.THE MECHANICAL CONTRACTORS SHALL VERIFY MOTOR VOLTAGES WITH THE ELECTRICAL DRAWINGS BEFORE ORDERINGMOTORIZED EQUIPMENT AND CONTROLS.7.SEE MECHANICAL SCHEDULE SHEET FOR SCHEDULED CAPACITIES OF ALL MECHANICAL EQUIPMENT AND MATERIALS SPECIFIE
D
.
8.DOMESTIC WATER SERVICE IS PROVIDED WITH A DOUBLE CHECK BACKFLOW PREVENTER.9.ALL MECHANICAL EQUIPMENT TO BE PROPOSED MUST BE ON THE APPROVED LIST PRIOR TO SUBMITTALS. ALL APPROVEDMANUFACTURERS MUST BE CAPABLE OF MEETING THE REQUIREMENTS OF THE SPECIFIED EQUIPMENT.10.RUNOUT AND HOOKUP SIZES TO INDIVIDUAL PLUMBING FIXTURE CAN BE FOUND ON THE PLUMBING FIXTURE SCHEDULE.11.PROVIDE REMOTE CEILING ACCESS BALANCE DAMPERS WITH CONCEALED CHROME PLATE COVERS FOR BALANCE DAMPERSLOCATED ABOVE HARD CEILINGS.12.PAINT ALL VTR'S, FLUES, EXHAUST CAPS, AND OTHER MECHANICAL ITEMS ON THE ROOF TO MATCH THE ROOF COLOR.13.INSULATED FLEXIBLE DUCTWORK MAY BE USED FOR RUNOUTS TO GRILLES AND DIFFUSERS, IN LENGTHS OF 6'-0" OR LESS.14.MAINTAIN MINIMUM OF 10'-0" DISTANCE BETWEEN ALL FRESH AIR INTAKES AND EXHAUST OR GAS FLUE DISCHARGES.15.THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL BACKFLOW DEVICES TO BE INSPECTED BY A CERTIFIED BACKFLOWTECHNICIAN BEFORE THE USE OF THE BUILDING POTABLE WATER SYSTEM.16.LOCATE ACCESS HATCHES SO AS TO PROVIDE OPTIMUM SERVICEABILITY TO EQUIPMENT AND/OR VALVING. SEE ARCHITECTUR
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SPECIFICATION FOR TYPE AND COLOR. COORDINATE LOCATION WITH STRUCTURAL & LIGHTING.17.WHENEVER THERE IS A DISCREPANCY BETWEEN THE RUNOUT DUCT SIZE SHOWN ON THE PLANS AND THAT SHOWN IN THESCHEDULE, ALWAYS USE THE LARGER OF THE TWO DUCT SIZES.18.THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR VERIFICATION OF EXISTING JOB CONDITIONS PRIOR TO BID. NO ADDITIO
N
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COST SHALL BE AWARDED TO THE SUCCESSFUL CONTRACTOR (OR THEIR SUBCONTRACTORS) AFTER BIDS HAVE BEENSUBMITTED AND CONTRACTS AWARDED FOR FAILURE TO VERIFY EXISTING FIELD CONDITIONS. DISCREPANCIES BETWEENACTUAL FIELD CONDITIONS AND CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ENGINEERS ATTENTION FOR ALTERNATI
V
E
METHODS OF INSTALLATION PRIOR TO THE BIDDING OF THIS PROJECT.19.UNLESS OTHERWISE NOTED ALL EXISTING MECHANICAL EQUIPMENT, PIPING, ETC, TO BE REMOVED SHALL BE DISPOSED OF BYTHE CONTRACTOR UNDER THIS CONTRACT. THE OWNER SHALL RETAIN THE RIGHT TO KEEP ANY REMOVED ITEMS.20.ALL DOMESTIC COLD AND HOT WATER LINES IN THE AREA OF WORK WHICH ARE NO LONGER IN USE DUE TO THIS PROJECT SH
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BE REMOVED BACK TO THE MAINS AND CAPPED.21.HOLES IN EXISTING WALL OR FLOORS SHALL BE PATCHED TO MATCH EXISTING WHERE PIPING, DUCTWORK, ETC. WERE REMOV
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OR ADDED DURING THIS PROJECT.22.DAMAGE TO THE EXISTING FACILITY DURING THE CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT
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I
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2
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3
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4
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5
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A
C
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D
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D
T
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P
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A
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E
.
MECHANICAL GENERAL NOTES
E
N
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R
G
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C
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C
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P
L
I
A
N
C
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6"Ø CFM D-18"Ø CFM D-210"Ø CFM D-312"Ø CFM D-414"Ø CFM D-516"Ø CFM D-621X21CFMD-7REMARKS:1.SIZES BASED ON TITUS MODEL TDC SERIES. APPR
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7.WHITE FINISH.RETURN & EXHAUST GRILLE SCHEDULESYMBOLNOMINAL SIZENECK / RUNOUTSIZECFM RANGEREMARKS8X86"Ø0-80 1 , 2 , 3 , 4 , 5 , 610X108"Ø80-180 1 , 2 , 3 , 4 , 5 , 612X1210"Ø180-300 1 , 2 , 3 , 4 , 5 , 622X106"Ø0-80 1 , 2 , 3 , 4 , 5 , 622X108"Ø80-180 1 , 2 , 3 , 4 , 5 , 622X1010"Ø180-300 1 , 2 , 3 , 4 , 5 , 622X2212"Ø300-500 1 , 2 , 3 , 4 , 5 , 622X2214"Ø500-750 1 , 2 , 3 , 4 , 5 , 622X1022X10500-1100 1 , 2 , 3 , 4 , 5 , 622X2222X221100-2000 1 , 2 , 3 , 4 , 5 , 624X2424X241400-1700 2 , 7 , 848X4248X425200-6200 2 , 7 , 810X610X6100-250 2 , 7 , 8 6"Ø R-18"Ø R-210"Ø R-36"Ø R-48"Ø R-510"Ø R-612"Ø R-714"Ø R-822X10R-922X22R-1024X22R-1148X42R-1210X6R-13REMARKS:1.SIZES BASED ON TITUS MODEL 50F, ALUMINUM EGGCRATE RETURN GRILLE, 1/2" x 1/2" x 1" SPACING (SINGLECORE). PROVIDE SQUARE TO ROUND TRANSITION (WHERE ROUND RUN-OUT INDICATED). APPROVEDALTERNATE MANUFACTURERS INCLUDE , ANEMOSTAT, CARNES, PRICE, NAILOR, METAL-AIRE, TUTTLE & BAILEY,KRUEGER, J&J REGISTER, AND UNITED ENERTECH.2.SIZES BASED ON A MAXIMUM NC LEVEL OF 25.3.ALL GRILLES LOCATED IN LAY-IN CEILING AREAS SHALL HAVE BORDER #3, UNLESS OTHERWISE INDICATED. ALLGRILLES LOCATED IN HARD CEILING AREAS SHALL HAVE BORDER #1, UNLESS OTHERWISE INDICATED. REFERTO ARCHITECTURAL PLANS FOR LOCATIONS OF VARIOUS CEILING TYPES. SHEET METAL DUCTWORK VISIBLEBEHIND GRILLE SHALL BE PAINTED FLAT BLACK.4.ALL OF THE GRILLES SHOWN IN THIS SCHEDULE MAY NOT BE USED. REFERENCE THE HVAC PLAN FOR GRILLECALL-OUTS AND THE QUANTITY OF EACH SIZE REQUIRED.5.WHENEVER THERE IS A DISCREPANCY BETWEEN THE RUNOUT DUCT SIZE SHOWN ON THE PLANS AND THATSHOWN IN THE SCHEDULE, ALWAYS USE THE LARGER OF THE TWO DUCT SIZES.6.WHITE FINISH.7.WALL GRILLE SIZES BASED ON TITUS MODEL 33R, HEAVY DUTY STEEL, 14 GAUGE BLADES, 1/2" SPACING, 38°DEFLECTION, ALL-WELDED CONSTRUCTION. APPROVED ALTERNATE MANUFACTURERS INCLUDE ANEMOSTAT,CARNES, J&J REGISTER, NAILOR, TUTTLE & BAILEY, KRUEGER, PRICE, AND UNITED ENERTECH.8.PAINT GRILLE TO MATCH COLOR OF SOFFIT.
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REMARKS:1.APPROVED ALTERNATE MANUFACTURERS: BRYANT, TRANE, LENNOX, AND YORK.2.PROVIDE UNIT WITH SEVEN-DAY PROGRAMMABLE AUTO-CHANGEOVER WITH 5 DEGREE DEADBAND, ADAPTIVE INTELLIGENT AUTOMATIC START CONTROL, 3 STAGE HEAT, 2 STAGE COOLI
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ELECTRICAL NOTES AND DETAILS
DUPLEX RECEPTACLE WALL MOUNTED FIXTURE CEILING MOUNTED FIXTURE FLUORESCENT FIXTURE ELECTRICAL SYMBOL SCHEDULEBRANCH CIRCUIT - HOME-RUN TO PANEL BRANCH CIRCUIT - IN FLOOR OR UNDERGROUNDMECHANICAL EQUIPMENT OR DETAIL SYMBOL DRAWING NOTE (ON THE SHEET WHERE SHOWN)THERMOSTAT W/ 3/4"CONDUIT W/PULL CORD TO MECH. UNITFAN MOTOR CONNECTION POINT BRANCH CIRCUIT - CONCEALED* SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION AND M.C.V.I.F.A.F.F.B.F.G.NL E.C.ABOVE FINISHED FLOORBELOW FINISHED GRADEVERIFY IN FIELD NIGHT LIGHT (CONNECT TO UNSWITCHED LEG OF LTG CIRCUIT)MECHANICAL CONTRACTOR ELECTRICAL CONTRACTOR MOTOR CONNECTION POINT T EF TELEPHONE / DATA BOARD (GRND AS PER UTIL. CO)TIME CLOCK SWITCHT11A-1,3 DOUBLE DUPLEX OUTLET (4-PLEX)JUNCTION BOX BRANCH PANELBOARDJ EMERGENCY WALL LIGHT WITH 90MIN. BATTERYPHOTOELECTRIC CELL/SWITCHHVAC SYSTEM SENSOR - SEE MECHANICAL ES WALL BOX DIMMER SWITCH. (SWITCH TO BE COMPAT. W/LOAD SERVED)SINGLE POLE SWITCH (SEE SUBSCRIPTS)RECESSED CAN FIXTUREMAIN/DISTRIBUTION PANELBOARD TRAC LIGHT SYSTEM**PUSHBUTTON (AS INDICATED ON DRAWINGS) ROUGH-IN BOX MUD RING ORIENTATION.RECPT.SUB-SCRIPTS AC=ABOVE COUNTERGFI=GROUND-FAULTIG=ISOLATED GROUNDS=SURGE SUPPRESSIONTR=UL TAMPER RESISTANTWP=WEATHERPROOF COVER W/GFCI RECEPT.TV= RECPT. FOR TV, SEE ARCH. ELEVATION DWGS FOR MTG. HEIGHT USB=RECEPTACLE W/USB CHARGERCR=CORD REEL (SEE DETAIL)F=FUSED DISCONNECT (FUSE PER EQUIP. NAMEPLATE)DISCONNECT SWITCH (SIZE AND TYPE AS INDICATED)B=ENCLOSED CIRCUIT BREAKER CEILING MOUNTED DUPLEX RECEPTACLE FLOORBOX - POWER ONLY (2-DUPLEX RECEPTACLES)DUAL-LEVEL SWITCHES; IN-BOARD AND OUT-BOARD LAMPS SHALL BESWITCHED SEPARATELY. (SUBSCRIPT APPLIES TO BOTH SWITCHES)SWITCHSUB-SCRIPTS 3 = 3-WAY4 = 4-WAYF = EXHAUST FAN TIMER (INTERMATIC MODEL EI400 SERIES)T = THERMAL OVERLOAD SWITCH W/PILOT LIGHTP = 1-POLE SWITCH WITH PILOT LIGHT. (SEE SPECS)M = SWITCH SUPPLIED W/ EQUIPMENT (INSTALLED BY E.C.)WP = WEATHERPROOFCEILING MOUNTED OCCUPANCY SENSORBLANK = DUAL TECH., LINE VOLTAGE [WATTSTOPPER #DT-355]L = LARGE AREA, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2205]H = HALLWAY, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2255]R = RESTROOM, DUAL TECH., LINE VOLTAGE, 2-POLE[SENSOR SWITCH #CMR-PDT-9-2P], (1) RELAY FOR LTG, (1) RELAY FOREXHAUST FAN (30 MIN. DELAY)D = INTEGRAL DAYLIGHT SENSOR TO AUTOMATICALLY CONTROLFIXTURES IN DAYLIGHT ZONESH = WALL OCC. SENSOR ON/OFF/DIMW = WALL MOUNTED ON/OFF/DIM OCCUPANCY SENSOR*PROVIDE LOW VOLTAGE SENSORS WITH POWER/RELAY PACK(S) ASREQUIRED FOR OPERATION. [WATTSTOPPER #BZ-50]EXIT SIGN, WALL OR CEILING MOUNT & DIRECTIONAL ARROWS ASINDICATED ON DRAWINGS. CONNECT TO UNSWITCHED LEG OFNEAREST LIGHTING CIRCUIT.EMERG. FIXTURE WITH EMERG. BATTERY PACK, CONNECTED TOUNSWITCHED LEG OF LIGHTING CIRCUIT.G.C.GENERAL CONTRACTORN.T.S.NOT TO SCALE V=VFD (PROVIDED BY M.C. CONNECTED AND INSTALLED BY E.C.)COMBINATION STARTER & FUSED DISCONNECT SWITCH; 2-SETS OFNO/NC CONTACTS, CONTROL XFMR, FUSE PER EQUIP. NAMEPLATECROSS LINES SHOW # OF PHASE/NEUTRAL CONDUCTORS IF MORE THANTWO. EQUIPMENT/ISOLATED GROUNDING CONDUCTORS ARE NOTSHOWN. PROVIDE 'GREEN' EQUIP. GROUNDING CONDUCTOR FOR ALLCIRCUITS AND ADDITIONAL ISOLATED GROUND WHERE INDICATED.FM LED 0-10V: LEVITON RENOIR II #AWSMG-7D* W/MATCHING WALLPLATE OR EQUAL (* COLOR TO MATCH WIRING DEVICES)F#ENIGHT LIGHT FIXTURE, CONNECTED FIXTURE TO UNSWITCHED LEG OFLIGHTING CIRCUIT.NLPSWITCH MOUNTED OCCUPANCY SENSOR, LINE VOLTAGE,W/ COVERPLATE, (COLOR TO MATCH WIRING DEVICES)P = PASSIVE INFRARED,1-POLE [WATTSTOPPER # PW-301]P2 = PASSIVE INFRARED,2-POLE [WATTSTOPPER # PW-302]D = DUAL TECHNOLOGY,1-POLE [WATTSTOPPER # DSW-100]D2 = DUAL TECHNOLOGY,2-POLE [WATTSTOPPER # DSW-200]S DATA/COMM. SYMBOL SCHEDULETELEPHONE OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELO
W
)
DATA OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW)TELE/DATA OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW
)
_T-X_D-X_T/_D-XTELEPHONE & DATA OUTLET NOTES:1.UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CON
D
U
I
T
TO IT ROOM, TERMINATE WITH INSULATED THROAT BUSHING.PROVIDE QTY OF CABLES INDICATED FROM OUTLET TO NEARE
S
T
TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION.PROVIDE J-HOOKS 3FT ON CENTER ABOVE ACCESSIBLE CEILIN
G
FOR SUPPORT OF CABLING.2.CONDUIT SIZES (X): 2=1/2", 3=3/4" & 4=1", 5=1 14" OR (2) 1"3.NO LABEL INDICATES: 4 11/16" DEEP BOX WITH 1-GANG MUDRIN
G
AND 1" CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CA
B
L
E
TRAY. TERMINATE WITH INSULATED THROATBUSHING (UNO).PROVIDE WITH PULL STRING.DATA OUTLET - ABOVE CEILING ( _=# OF CABLES)_DCEILING MOUNTED SPEAKER AND BACKBOX T.V. OUTLET (C = CEILING MOUNTED)UTILIZE 4 11/16" DEEP BOX WITH 1-GANG MUDRING AND 34" CONDUI
T
TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINAT
E
WITH INSULATED THROAT BUSHING. INSTALL CONNECTOR ANDFACEPLATE AND PROVIDE COAXIAL CABLE FROM OUTLET TO NEAR
E
S
T
TV SYSTEM AMPLIFIER. PROVIDE J-HOOKS 3FT ON CENTER ABOVEACCESSIBLE CEILING FOR SUPPORT OF CABLING.VVOLUME CONTROLLERCOMMUNICATIONS CABLING REQUIREMENTS:(SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION)NETWORK CABLING - CAT6 PLENUM RATED, BLUETELEPHONE CABLING - CAT6 PLENUM RATED, YELLOWTELEVISION CABLING - COAXIAL, RG-61.ELECTRICAL CONTRACTOR SHALL COORDINATE ALL LAMP TYPES WI
T
H
FIXTURE TYPE BEFORE ORDERING.2.ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICALDRAWINGS FOR EXACT LOCATION OF ALL MECHANICAL EQUIPMENT
A
N
D
ELECTRICAL CONNECTIONS.3.ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKINGCLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PAN
E
L
S
FOR CABINETS.4.INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THEMECHANICAL EQUIPMENT IS IN PLACE, ADJUST AS NECESSARY. PRO
V
I
D
E
CHAIN SUSPENSION KITS AS REQUIRED.5.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACTFIXTURE LOCATIONS, CEILING TYPES, ETC.6.CONFIRM EXACT LOCATIONS OF ALL TELEPHONE / DATA OUTLETS WI
T
H
OWNER PRIOR TO ROUGH - IN.7.ELECTRICAL CONTRACTOR SHALL MOUNT SWITCHES AT 48" AND MO
U
N
T
CONVENIENCE OUTLETS AT 18" OR AS SHOWN ON PLANS TO MEETHANDICAPPED REQUIREMENTS.8.LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRYDOORWAYS, AS CLOSE TO DOOR FRAME AS POSSIBLE, SO AS NOT T
O
INTERFERE WITH ROOM CABINETS, ETC.9.SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.10.ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS
F
O
R
THIS WORK AND PAY ASSOCIATED FEES.11.MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLESAND ELECTRONIC BALLASTS.12.ALL BATTERY EXIT AND EMERGENCY LIGHTING TO BE CONNECTED T
O
THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA AS PE
R
CODE.13.UNLESS SPECIFICALLY INDICATED OTHERWISE, THE ELECTRICALCONTRACTOR TO COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLI
E
R
/CONTR., EX. DENTAL, MEDICAL, KITCHEN,EQUIPMENT ETC. THE EXAC
T
ROUGH-IN REQUIREMENTS FOR THERE EQUIPMENT. ALSO UNLESSINDICATED OTHERWISE, THE ELECTRICAL CONTR. TO BE RESPONSIB
L
E
FOR FINAL CONNECTIONS TO ALL SPECIAL EQUIPMENT.14.ALL CONDUIT /RACEWAY /CABLES, TO BE CONCEALED IN WALLS ORABOVE CEILINGS. IF ANY SURFACE WORK IS NECESSARY, IT SHALL B
E
APPROVED BY THE ARCHITECT /ENGINEER PRIOR TO DOING ANY WO
R
K
.
15.E.C. SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTI
G
A
T
E
THE EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WO
R
K
DESCRIBED. MAKE NECESSARY PROVISIONS IN THE BASE BID TOADEQUATELY ACCOMMODATE THESE CONDITIONS.16.JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FORCLARITY. THE E.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING
A
L
L
JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT FIXTURE
S
THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING".PROJECT GENERAL NOTE
S
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W50A 208V 1Ø WELDER OUTLETIT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIREDAPPLICATIONS AND INFORMATION REQUIRED TO PROVIDE THE OWNER WITH THE MAXIMUM AMOUNT OFREBATE DOLLARS FROM THE LOCAL UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL SUBMITVERIFICATION OF THE UTILITY COMPANY PRE-APPLICATION APPROVAL PRIOR TO ORDERING ANY MATERIALS.SPECIAL NOTE FOR UTILITY COMPANY LIGHTING REBATES & INCENTIVES:BOTTOM HALF OF RECEPTACLE SHALL BE SWITCHEDMULTI SERVICE A/V FLOOR BOX, LEGRANDE 10 GANG, WITH (4) DUPLEX RECEPTACLES, ANDALL ACCESSORIES, FRAMES, PLATES ETC FOR ALL A/V AND DATA CABLES AS DIRECTED BYOWNER. EC SHALL COORDINATE ALL REQUIREMENTS WITH OWNER PRIOR TO ROUGH-IN14" ATOMIC CLOCK, LACROSSE #W73143 A/V OUTLETHUBBELL NSAV62M WITH POWER COMPARTMENT ON BOTTOM. W/SURGE RECPT. INSTALL (2)1"
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FROM LV COMPARTMENT TO ABOVE ACCESSIBLE CEILING FRO EACH OUTLET SHOWN EC SHAL
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PROVIDE AND INSTALL (1)50FT. RAPID RUN, CL2-RATED, PC RUNNER CABLE AND (2)INTEGRATED
A
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WALL PLATES. WITH RCA/VGA/GA/SOUND INSTALL (1)PLATE IN A/V BOX. INSTALL THE SECOND P
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E
AS DIRECTED BY OWNER IN FIELD, IN ONE OF THE J-BOXES SHOWN ON THE DRAWINGS.
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MADISON SCHOOL DISTRICT #321
ADAMS ELEMENTARY SCHOOL
IDAHO
7
3
6
F
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B
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1
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