KEY PLAN PUBLIC WORKS FACILITY - Moorestown, NJ works facility bordentown township ... index of...
Transcript of KEY PLAN PUBLIC WORKS FACILITY - Moorestown, NJ works facility bordentown township ... index of...
266 CROSSWICKS RDBORDENTOWN, NJ
PUBLIC WORKS FACILITYBORDENTOWN TOWNSHIP
RENOVATION
A
PROJECT LOCATION
ABBREVIATIONS
SYMBOLS & LEGENDS
INDEX OF DRAWINGS
PROJECT DIRECTORY
KEY PLAN
APPLICABLE CODES AND STANDARDS
SHEET NUMBERING DIRECTORY CODE REVIEW (BASE OPTION) CODE REVIEW (ALTERNATE ENCLOSED GARAGE WITH SNOW PLOW STORAGE)
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
© 2015 ALBERTO & ASSOCIATES
Project Name:
Drawn By:
DRAWING:
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Project #:
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Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
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A0.0
COVER SHEET
JSRY
Scale:1
A1.1 1/8" = 1'-0"DEMO PLAN - BASE
GENERAL DEMOLITION NOTES
Scale:2
A1.1 1/4" = 1'-0"ENLARGED BATHROOM DEMO PLAN
DEMOLITION NOTES
GRAPHIC LEGEND
Scale:3
A1.1 N.T.S.EXST'G MTL STRUCTURE
© 2015 ALBERTO & ASSOCIATES
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Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
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15
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A1.1
PLANDEMO
JSRY
Scale:1
A1.1A 1/8" = 1'-0"DEMO PLAN - ALTERNATES
ALT. #1
#1.3
ALT. #4
ALT. #3
#1.1
ALT. #2
#1.2
ALT. #6
GENERAL DEMOLITION NOTES
ALT. DEMOLITION NOTES
GRAPHIC LEGEND
Scale:2
A1.1A N.T.S.EXST'G MTL STRUCTURE
© 2015 ALBERTO & ASSOCIATES
Project Name:
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DRAWING:
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Project #:
Checked By:
Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
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A1.1A
PLANDEMOALT.
JSRY
Scale:1
A1.R 1/8" = 1'-0"ROOF DEMO PLAN
NOTES
ALT. ROOF DEMO NOTES
#1.3
Scale:2
A1.R 1/8" = 1'-0"EXISTING VENTS
Scale:3
A1.R 1/8" = 1'-0"ROOF TO WALL FLASHING
Scale:4
A1.R 1/8" = 1'-0"HIGH ROOF VENTS
Scale:5
A1.R 1/8" = 1'-0"EXISTING REAR ASPHALT ROOF
Scale:SIGN MOUNTING HEIGHT
1/2" = 1'-0"A1.R2
Scale:SIGN TYPE "A"
6" = 1'-0"A1.R3
Scale:6
A1.R 1/8" = 1'-0"EXISTING ASPHALT ROOF EDGE
© 2015 ALBERTO & ASSOCIATES
Project Name:
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DRAWING:
DRAWING TITLE:
Project #:
Checked By:
Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
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A1.R
DEMO PLANROOF
JSRY
Scale:2
A2.1 1/8" = 1'-0"ALT. FLOOR PLAN
#1.4
ALT. #4
ALT. #5
ALT. #1
ALT. #3
ALT. #6
Scale:4
A2.1 1/4" = 1'-0"ENLARGED BATHROOM PLAN
NOTES
Scale:1
A2.1 1/8" = 1'-0"BASE FLOOR PLAN
ALT. NOTES
ACCESSIBLE FLOOR CLEARANCES
Scale:5
A2.1 1/4" = 1'-0"ENLARGED EXTERIOR SIDEWALK ENTRANCE
Scale:6
A2.1 1 1/2" = 1'-0"STEP DETAIL
ALT. #2
Scale:3
A2.1 1/8" = 1'-0"ALT. #2 PLOW STORAGE
GRAPHIC LEGEND
© 2015 ALBERTO & ASSOCIATES
Project Name:
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Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
BID
SET
11-0
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15
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A2.1
PLANFLOOR
JSRY
Scale:2
A2.R 1/8" = 1'-0"ROOF PLAN - ALTERNATE
ALT. #2.1
SLOPE12:3
ALT. #1.6
ALT. #1.5
ALT. #8
Scale:1
A2.R 1/8" = 1'-0"ROOF PLAN - BASE
NOTES ALT. ROOF NOTES
© 2015 ALBERTO & ASSOCIATES
Project Name:
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DRAWING:
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Project #:
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Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
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A2.R
PLANROOF
JSRY
X 7'-5" X 7'-5"
X 7'-10"
X 7'-10"
X 7'-10"
X 7'-10"
X 8'-0"
X 8'-0"
X 7'-10"
Scale:1
A3.1 1/8" = 1'-0"REFLECTED CEILING DEMO PLAN
1 9'-0"
CEILING LEGEND
X 7'-5" X 7'-5"
X 7'-10"
X 7'-10"
X 7'-10"
X 7'-10"
8'-0"
X 8'-0"
X 7'-10"
X 7'-10"
X 7'-10"
X 7'-10"
Scale:2
A3.1 1/8" = 1'-0"PROPOSED REFLECTED CEILING PLAN
ALT. #7
ALT. #1.8
DEMOLITION NOTES
NOTES
ALT. NOTES
© 2015 ALBERTO & ASSOCIATES
Project Name:
Drawn By:
DRAWING:
DRAWING TITLE:
Project #:
Checked By:
Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
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BID
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11-0
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15
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A3.1
CEILING PLANREFLECTED
JSRY
NOTES ALT. NOTES
Scale:5
A4.1 1/8" = 1'-0"FRONT ELEVATION - ALTERNATE
ALT. #8ALT. #1.3
ALT. #1
ALT. #1.6
ALT. #1.6ALT. #2
ALT. #3
Scale:6
A4.1 1/8" = 1'-0"RIGHT ELEVATION - ALTERNATE
ALT. #1
ALT. #1.6
ALT. #2
ALT. #10
ALT. #10
ALT. #3
Scale:7
A4.1 1/8" = 1'-0"REAR ELEVATION - ALTERNATE
ALT. #1.4
ALT. #3
Scale:8
A4.1 1/8" = 1'-0"LEFT ELEVATION - ALTERNATE
ALT. #1
Scale:1
A4.1 1/8" = 1'-0"FRONT ELEVATION - BASE
Scale:3
A4.1 1/8" = 1'-0"REAR ELEVATION - BASE
Scale:2
A4.1 1/8" = 1'-0"RIGHT ELEVATION - BASE
Scale:4
A4.1 1/8" = 1'-0"LEFT ELEVATION - BASE
© 2015 ALBERTO & ASSOCIATES
Project Name:
Drawn By:
DRAWING:
DRAWING TITLE:
Project #:
Checked By:
Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
BID
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11-0
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15
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A4.1
ELEVATIONSEXTERIOR
JSRY
Scale:6
A5.1 1 1/2" = 1'-0"METAL STUD PARTITION TYPE D1
Scale:10
A5.1 1 1/2" = 1'-0"HOLLOW METAL DOOR FRAME AT CMU
Scale:4
A5.1 1 1/2" = 1'-0"WALL SECTION
Scale:2
A5.1 1 1/2" = 1'-0"GARAGE DOOR JAMB
Scale:9
A5.1 1 1/2" = 1'-0"DOOR JAMB DETAIL
Scale:3
A5.1 1 1/2" = 1'-0"GARAGE DOOR HEAD
Scale:11
A5.1 1 1/2" = 1'-0"SLAB EDGE DETAIL @ GARAGE DOOR
ABBREVIATIONS FOR DOOR SCHEDULE AND NOTES:
FRAME TYPES
DOOR ELEVATIONS
DOOR GROUP SCHEDULE
Scale:1
A5.1 1/4" = 1'-0"ACCESSIBLE DOOR CLEARANCES
ALTERNATE
” ”
Scale:8
A5.1 3" = 1'-0"WOOD CASED FRAME IN GWB PARTITION
Scale:7
A5.1 3" = 1'-0"DOOR THRESHOLD DETAIL
Scale:5
A5.1 3/4" = 1'-0"RAINWATER "Y" CLEANOUT
© 2015 ALBERTO & ASSOCIATES
Project Name:
Drawn By:
DRAWING:
DRAWING TITLE:
Project #:
Checked By:
Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
BID
SET
11-0
6-20
15
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207-403.02 -
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A5.1
DETAILS
JSRY
Scale:1
A5.2 1 1/2" = 1'-0"SECTION
Scale:2
A5.2 1 1/2" = 1'-0"SECTION
Scale:3
A5.2 1 1/2" = 1'-0"SECTION
Scale:4
A5.2 N.T.S.COPING DETAIL
Scale:5
A5.2 1 1/2" = 1'-0"SECTION
Scale:6
A5.2 1 1/2" = 1'-0"SECTION
Scale:8
A5.2 1 1/2" = 1'-0"SECTION
Scale:7
A5.2 1 1/2" = 1'-0"SECTION
Scale:10
A5.2 1 1/2" = 1'-0"SECTION
Scale:9
A5.2 1 1/2" = 1'-0"SECTION
Scale:12
A5.2 1 1/2" = 1'-0"SECTION
Scale:11
A5.2 1 1/2" = 1'-0"SECTION
© 2015 ALBERTO & ASSOCIATES
Project Name:
Drawn By:
DRAWING:
DRAWING TITLE:
Project #:
Checked By:
Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
BID
SET
11-0
6-20
15
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A5.2
DETAILSROOF
JSRY
Scale:1
A5.3 1 1/2" = 1'-0"SECTION AT EAVE
Scale:6
A5.3 1 1/2" = 1'-0"WALL SECTION @ FOUNDATION
Scale:2
A5.3 1 1/2" = 1'-0"SECTION
Scale:3
A5.3 1 1/2" = 1'-0"ROOF / WALL SECTION
Scale:4
A5.3 1 1/2" = 1'-0"SECTION AT EAVE (ALTERNATE)
Scale:5
A5.3 1 1/2" = 1'-0"SECTION AT EAVE
Scale:8
A5.3 1 1/2" = 1'-0"SECTION AT EAVE
Scale:7
A5.3 1 1/2" = 1'-0"ROOF / WALL / WINDOW SECTION
Scale:10
A5.3 1 1/2" = 1'-0"WINDOW SECTION
Scale:11
A5.3 1 1/2" = 1'-0"WINDOW JAMB
Scale:9
5.3 1/2" = 1'-0"CANOPY DETAIL - ALT. #8
© 2015 ALBERTO & ASSOCIATES
Project Name:
Drawn By:
DRAWING:
DRAWING TITLE:
Project #:
Checked By:
Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
BID
SET
11-0
6-20
15
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A5.3
DETAILSWINDOWROOF &
XXXXXX
Scale:6
A6.1 1 1/2" = 1'-0"JAMB SECTION AT EXHAUST FAN
Scale:5
A6.1 1 1/2" = 1'-0"WALL SECTION AT EXHAUST FAN
Scale:4
A6.1 1/2" = 1'-0"ELEVATION AT EXHAUST FAN
Scale:SIGN MOUNTING HEIGHT
1/2" = 1'-0"A6.12
Scale:2
A5.1 1/2" = 1'-0"ACCESSIBLE MOUNTING HEIGHT/ CONTROL MOUNTING HEIGHTS
Scale:7
A6.1 1/2" = 1'-0"TRANSACTION WINDOW ELEVATION @ RECEPTION DESK
Scale:SIGN TYPE "A"
6" = 1'-0"A6.13
Scale:8
A6.1 3/4" = 1'-0"TRANSACTION WINDOW SECTION
© 2015 ALBERTO & ASSOCIATES
Project Name:
Drawn By:
DRAWING:
DRAWING TITLE:
Project #:
Checked By:
Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
BID
SET
11-0
6-20
15
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A6.1
& DETAILSELEVATIONS
INTERIOR
JSEA
Scale:1
A9.1 1/2" = 1'-0"ENLARGED BATHROOM FINISH PLAN
Scale:2
A9.1 1/2" = 1'-0"ENLARGED VESTIBULE FINISH PLAN - ALT. #6
FINISH NOTES
FINISH LEGEND
© 2015 ALBERTO & ASSOCIATES
Project Name:
Drawn By:
DRAWING:
DRAWING TITLE:
Project #:
Checked By:
Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
BID
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11-0
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15
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A9.1
PLANFINISH
JSEA
SAW CUT & REMOVE EXST'G. SLAB FORCONSTRUCTION OF NEW MONOLITHIC FOOTING.REPLACE w/ 6" POURED CONCRETE w/ 6X6,W2.9/W2.9 WWF ON 4" STONE ON SUBGRADECOMPACTED TO 95% OF MAX. DENSITY.
EXST'G. P.C. SLAB TO REMAIN
#3X8" EPOXY COATED RODS@ 16" O.C. VERT. w/ 4" MIN.
EMBEDMENT INTO EXST'G. CMU WALL
EXST'G. PIER & FTG. TO REMAIN(TYP. @ EXST'.G COLUMNS)
NEW 8" POURED CONCRETEFOUNDATION WALL
ATTACH NEW 8" POURED CONCRETE WALL TOEXST'G. PIERS w/ #3 X 8" EPOXY COATEDDOWELS W/ 4" MIN. EMBEDMENT (TYP. @
EXST'G. PIERS)
#3X8" EPOXY COATED RODS@ 16" O.C. VERT. w/ 4" MIN.EMBEDMENT INTO EXST'G. CMU WALL
24" TYP.
CONSTRUCTION JOINT CONSTRUCTION JOINT
CONTROL JOINT
ISOLATION JOINT
NEW 8" POURED CONCRETEFOUNDATION WALL
NEW 6" P.C. SLAB w/ 6X6, W2.9/W2.9 WWFON 4" STONE N SUBGRADE COMPACTEDTO 95% OF MAX. DENSITY.
SAW CUT & REMOVE EXST'G. SLAB FORCONSTRUCTION OF NEW MONOLITHIC FOOTING.
REPLACE w/ 6" POURED CONCRETE w/ 6X6,W2.9/W2.9 WWF ON 4" STONE ON SUBGRADE
COMPACTED TO 95% OF MAX. DENSITY.
EXST'G. PIER & FTG. TO REMAIN(TYP. @ EXST'.G COLUMNS)
ATTACH NEW 8" POURED CONCRETE TOEXST'G. PIERS w/ #3 X 8" EPOXY COATEDDOWELS W/ 4" MIN. EMBEDMENT INTO EXST'G.PIERS (TYP. @ EXST'G. PIERS)
STRUCTURAL NOTES1.0 GENERAL NOTES
1.1 BUILDING STRUCTURE IS DESIGNED TO ACT AS A STRUCTURAL UNIT UPON COMPLETION.CONTRACTOR TO DESIGN AND PROVIDE ALL NECESSARY BRACING, TEMPORARY SUPPORTS,AND SHORING TO RESIST FORCES ON THE BUILDING DURING CONSTRUCTION AS REQUIRED.STABILITY OF STRUCTURAL ELEMENTS DURING ERECTION IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR AND ERECTOR.
1.2 PRODUCTS OF EQUAL QUALITY AND PERFORMANCE MAY BE SUBSTITUTED FOR THOSESPECIFIED. ALL SUBSTITUTIONS ARE TO BE REVIEWED AND APPROVED BY ENGINEER ANDOWNER PRIOR TO BEING ORDERED.
1.3 CONTRACTOR TO VERIFY EXISTING CONDITIONS AT THE SITE AND CHECK ALL DIMENSIONSPRIOR TO STARTING THE WORK. ANY INCONSISTENCIES IN THE CONSTRUCTION DOCUMENTS(DRAWINGS AND SPECS) , OR BETWEEN THE CONSTRUCTION DOCUMENTS AND THE EXISTINGCONDITIONS ARE TO BE RESOLVED WITH THE ENGINEER AND OWNER PRIOR TO STARTING THEWORK.
1.4 ALL STRUCTURAL WORK SHALL CONFORM TO THE NEW JERSEY UNIFORM CONSTRUCTIONCODE AND THE IBC 2015, AS WELL AS APPLICABLE LOCAL REGULATIONS.
1.5 THE FOLLOWING LOADS WERE USED IN THE DESIGN:ROOF LIVE LOAD 20 PSF
ROOF SNOW LOADGROUND SNOW LOAD 25 PSFFLAT-ROOF SNOW LOAD 20 PSFSNOW EXPOSURE FACTOR 1.0IMPORTANCE FACTOR 1.0THERMAL FACTOR 1.0
WIND LOADBASIC WIND SPEED 115 MPHIMPORTANCE FACTOR 1.00
WIND EXPOSURE B
EARTHQUAKE DESIGN0.2 SEC SPECTRAL RESPONSE ACCEL 0.221.0 SEC SPECTRAL RESPONSE ACCEL 0.06SEISMIC DESIGN CATEGORY B
1.6 SUBMIT SHOP DRAWINGS FOR THE FOLLOWING ITEMS:
STRUCTURAL STEEL
2.0 DEMOLITION & SITEWORK
2.1 CONDUCT SELECTIVE DEMOLITION WORK IN MANNER THAT WILL MINIMIZE NEED FORDISRUPTION OF OWNER'S NORMAL OPERATIONS.
2.2 PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECTOWNER'S PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITIONWORK.
2.3 PROVIDE INTERIOR SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT,SETTLEMENT, OR COLLAPSE OF AREAS TO BE DEMOLISHED AND ADJACENT FACILITIES TOREMAIN.
2.4 QUALITY CONTROL: CONTRACTOR WILL EMPLOY AND PAY FOR A QUALIFIED INDEPENDENTGEOTECHNICAL TESTING AND INSPECTION LABORATORY TO PERFORM SOIL TESTING ANDINSPECTION SERVICE DURING EARTHWORK OPERATIONS, PROVIDE REPORT TO OWNER PRIORTO CONCRETE PLACEMENT.
2.5 SOIL MATERIALS: SATISFACTORY SOIL MATERIALS ARE DEFINED AS THOSE COMPLYINGWITH ASTM D2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SM, SW, AND SP.UNSATISFACTORY SOIL MATERIALS ARE DEFINED AS THOSE COMPLYING WITH ASTM D2487 SOILCLASSIFICATION GROUPS GC, SC, ML, MH, CL, CH, OL, OH, AND PT.
2.6 PLACEMENT AND COMPACTION: PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOTMORE THAT 8 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTIONEQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY
HAND-OPERATED TAMPERS.
2.7 CONTROL SOIL AND FILL COMPACTION UNDER BUILDING SLAB, COMPACTING TOP 12 INCHESOF SUBGRADE AND EACH LAYER OF BACKFILL OR FILL MATERIAL AT 95 PERCENT OF MAXIMUMDENSITY. NOTE THAT ALL FOOTINGS ARE TO BE PLACED ON UNDISTURBED, VIRGIN SUBGRADE,NOT ON FILL MATERIAL. CORRECT IMPROPERLY COMPACTED AREAS OF LIFTS IF SOIL DENSITYTESTS INDICATED INADEQUATE COMPATCTION.
2.8 FOUNDATIONS ARE DESIGNED TO BEAR ON ENGINEERED FILL OR NATURAL SOIL WITH APRESUMPTIVE CAPACITY OF 3000 PSF. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE AMINIMUM OF 30” BELOW FINISH GRADE.
3.0 CAST-IN-PLACE CONCRETE
3.1 ALL CONCRETE WORK SHALL CONFORM TO THE ACI "BUILDING CODE REQUIREMENTS FORREINFORCED CONCRETE", ACI-318, LATEST EDITION; TO ACI-301 "SPECIFICATIONS FORCONCRETE FOR BUILDINGS"; AND TO ACI-117 “SPECIFICATIONS FOR TOLERANCES FORCONCRETE CONSTRUCTION AND MATERIALS”, CURRENT ADDITIONS.
3.2 MINIMUM CONCRETE COMPRESSIVE STRENGTH (FC ) TO BE 3500 PSI AT 28 DAYS, UNLESSNOTED OTHERWISE. CONCRETE EXPOSED TO FREEZING AND THAWING TO BE AIR ENTRAINEDTO 4% - 6%. CONCRETE ADMIXTURES CONTAINING CALCIUM CHLORIDE OR OTHER CHLORIDESALTS SHALL NOT BE USED.
3.3 REINFORCING BARS TO BE ASTM A 615, GRADE 60, DEFORMED. REINFORCING STEEL SHALLBE DETAILED ACCORDING TO THE ACI MANUAL OF STANDARD PRACTICE, ACI-315, CURRENTADDITION. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185, WITH A MINIMUMULTIMATE TENSILE STRENGTH OF 70,000 PSI.
3.4 ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
3.5 SLABS ON GRADE SHALL BE 6" THICK POURED CONCRETE OVER A 4" LAYER OF POROUS FILLOVER A 10 MIL POLY VAPOR BARRIER. PROVIDE 6X6 - W2.9/W2.9 WWF IN ALL SLABS ON GRADEUNLESS OTHERWISE NOTED. ALL CONCRETE SLABS SHALL BE “FLAT”, WITH A MAXIMUMDEVIATION OF ¼” IN 10' AS MEASURED USING THE MANUAL STRAIGHTEDGE APPROACH.
3.6 PROVIDE CONTROL JOINTS (1" DEEP) FOR SLABS ON GRADE AT 20' O.C. MAXIMUM SPACING.SAWED CONTROL JOINTS MAY BE USED IN LIEU OF FORMED JOINTS.
4.0 MASONRY
4.1 N/A
5.0 STRUCTURAL STEEL
5.1 ALL STRUCTURAL STEEL WORK SHALL CONFORM TO AISC 360-05 "SPECIFICATION FORSTRUCTURAL STEEL BUILDINGS" AND THE AWS D1.1 "CODE FOR WELDING IN BUILDINGCONSTRUCTION", CURRENT ADDITION.
5.2 WIDE FLANGE SHAPES TO BE ASTM A992. OTHER STRUCTURAL STEEL SHAPES, PLATES, ANDBARS TO BE ASTM A36. STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B. HOLLOWSTRUCTURAL STEEL SHALL CONFORM TO ASTM A500 GRADE B.
5.3 BOLTS AT BOLTED CONNECTIONS SHALL CONFORM TO ASTM A325. ANCHOR BOLTS SHALLCONFORM TO ASTM A307
5.4 ELECTRODES FOR WELDING TO BE ASTM A233, TYPE E70XX AND TO COMPLY WITH AWSCODE. ALL SHOP AND FIELD WELDS TO BE 1/4" FILLET WELDS MINIMUM, UNLESS OTHERWISENOTED.
5.5 SHOP FABRICATION AND ASSEMBLY: FABRICATE AND ASSEMBLE STRUCTURAL ASSEMBLIESIN SHOP TO GREATEST EXTENT POSSIBLE. FABRICATE ITEMS OF STRUCTURAL STEEL INACCORDANCE WITH AISC SPECIFICATIONS AND AS INDICATED ON FINAL SHOP DRAWINGS.
5.6 MINIMUM CENTER-TO-CENTER SPACING BETWEEN BOLTS TO BE 3". MINIMUM EDGEDISTANCE TO BE 1-1/4" FROM CENTER OF BOLTS TO EDGE OF STEEL.
5.7 ENSURE MINIMUM 4" END BEARING AT ALL STEEL BEAMS, UNLESS OTHERWISE NOTED ONCONSTRUCTION DRAWINGS.
5.8 STEEL STABILITY AND TEMPORARY BRACING DURING ERECTION IS THE RESPONSIBILITY OFTHE STEEL ERECTOR. ALL TEMPORARY BRACING IS TO CONFORM TO THE CODE OF STANDARDPRACTICE FOR STEEL BUILDINGS AND BRIDGES, AISC 303-05.
6.0 STRUCTURAL WOOD
6.1 ALL WOOD FRAMING SHALL CONFORM TO NFPA "NATIONAL DESIGN SPECIFICATION FORWOOD CONSTRUCTION”, CURRENT EDITION.
6.2 ALL STRUCTURAL FRAMING LUMBER TO BE STRUCTURAL GRADE NO. 2 OR BETTER, HEMFIR, OR SPRUCE-PINE-FIR, WITH FB OF 850 PSI MINIMUM, AND MODULUS OF ELASTICITY OF1,300,000.
6.3 PLYWOOD ROOF DECKING TO BE APA RATED EXPOSURE 1 FOR SPECIFIC SPAN. PLYWOODWALL SHEATHING TO BE APA RATED EXPOSURE 1.
© 2015 ALBERTO & ASSOCIATES
Project Name:
Drawn By:
DRAWING:
DRAWING TITLE:
Project #:
Checked By:
Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
BID
SET
11-0
6-20
15
B. TWP. 266 RENOVATIONS
207-403.02 -
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EXP: 04/30/2016
PROFESSIONAL ENGINEERNJ COA NUMBER 24GA27940200
(678) 648-4904 ~ FAX: (678)261-1449 ~ [email protected] DAHLONEGA ST. STE 101B CUMMING, GA 30040
MECHANICAL, ELECTRICAL, FIRE PROTECTION & STRUCTURAL ENGINEERING
(856) 273-0554 ~ FAX: (856) 273-7701 ~ [email protected] N CHURCH ST. STE B MOORESTOWN, NJ 08057
NJ LICENSE NUMBER 36315
THOMAS R. KULP
S1.0
SPECIFICATIONSSTRUCTURAL
TRKSJC
NOTES:1. BUTT NEW STEM WALL INTO EXST'G. PIER & FOUNDATION WALLS.2. BUTT NEW FTG. INTO EXST'G. PIER & FOUNDATION WALL FOOTINGS.3. BOTTOM OF EXISTING FOOTING TO BE 30" BELOW GRADE (MIN.).
NOTES:1. BUTT NEW STEM WALL INTO EXST'G. PIER & FOUNDATION WALLS.2. BUTT NEW FTG. INTO EXST'G. PIER & FOUNDATION WALL FOOTINGS.3. BOTTOM OF EXISTING FOOTING TO BE 30" BELOW GRADE (MIN.).
6S4.0
S4.06
S4.02
1. NO FOUNDATION ALTERATIONS REQUIREDFOR BASE BID.
S4.01B
S4.0
1B
S4.01B
S4.01B
S4.0
1B
S4.0
1B
FOUNDATION NOTES:
EXST'G. MANUFACTURED STL. BENT(TO REMAIN)
NEW
MC1
0X22
NEW
MC1
0X22
NEW
MC1
0X22
EXST'G. MANUFACTURED STL. BENT(TO REMAIN)
EXST'G. MANUFACTURED STL. BENT(TO REMAIN)
NEW
MC1
0X22
NEW
MC1
0X22
NEW
MC1
0X22
BEAR ON EXST'G.CMU WALL
POCKET INTO EXST'G.CMU WALL
EXST'G. STL. COLUMNS TOREMAIN (TYP.)
NEW ∠4X4X14 KNEE
BRACES (TYP. @SIDES - SEE 6/S3.0)BASE BID ONLY
EXST'G. DIAGONALBRACES TO REMAIN
EXST'G. DIAGONALBRACES TO REMAIN
EXST'G. PURLINSTO REMAIN
NEW BRIDGING @PURLINS @ 13 PTS.SEE DETAIL 3/S4.0
NEW BRIDGING @PURLINS @ 14 PTS.SEE DETAIL 3/S4.0
NEW BRIDGING @PURLINS @ 14 PTS.SEE DETAIL 3/S4.0
REPLACE 1ST (2)PURLINS (TYP. EACHBAY)
REPLACE 1ST (4)PURLINS (TYP.EACH BAY)
NEW ∠4X4X14 KNEE
BRACE (SEE 5/S3.0)BASE & ALTS.
NEW ∠4X4X14 KNEE
BRACE(SEE 5/S3.0)BASE & ALTS.
NEW ∠4X4X14 KNEE
BRACE(SEE 5/S3.0)BASE & ALTS.
NEW ∠4X4X14 KNEE
BRACE (SEE 5/S3.0)BASE & ALTS.
NEW ∠4X4X14 KNEE
BRACE(SEE 5/S3.0)BASE BID ONLY
NEW ∠4X4X14 KNEE
BRACE(SEE 5/S3.0)BASE BID ONLY
NEW
W6X
20 (L
OW)
EXST'G. MANUFACTURED STL. BENT(TO REMAIN)
BEAR ON EXST'G.CMU WALL POCKET INTO
EXST'G. CMU WALL
EXST'G. STL. COLUMNSTO REMAIN (TYP.)
NEW
W6X
20 (L
OW)
NEW
W6X
20 (L
OW)
NEW
MC1
0X22
(HIG
H)NE
W M
C10X
22 (H
IGH)
NEW
MC1
0X22
(HIG
H)
POCKET INTOEXST'G. CMU WALL
NEW W6X25WIND COL
NEW W6X25WIND COL
NEW W6X25WIND COL
NEW
W6X
20 (L
OW)
NEW
W6X
20 (L
OW)
NEW
W6X
20 (L
OW)
NEW
MC1
0X22
(HIG
H)NE
W M
C10X
22 (H
IGH)
NEW
MC1
0X22
(HIG
H)
NEW
HSS
4X6X
1 4 HOR
IZ. B
RACI
NG -
ATTA
CH T
O BO
T. C
HORD
OF
TRUS
S PE
R 4/S
4.0
EXST'G.MANUFACTUREDSTL. BENT (TOREMAIN)
EXST'G. PURLINSTO REMAIN
EXST'G. MANUFACTURED STL. BENT(TO REMAIN)
W6X20 W6X20
NEW
HSS
4X6X
1 4 HOR
IZ. B
RACI
NG -
ATTA
CH T
O BO
T. C
HORD
OF
TRUS
S PE
R 4/S
4.0
NEW BRIDGING @PURLINS @ 13 PTS.SEE DETAIL 3/S4.0
NEW BRIDGING @PURLINS @ 14 PTS.SEE DETAIL 3/S4.0
NEW BRIDGING @PURLINS @ 14 PTS.SEE DETAIL 3/S4.0
REPLACE 1ST (2) PURLINS(TYP. EACH BAY)
REPLACE 1ST (4) PURLINS(TYP. EACH BAY)
NEW W6X25WIND COL
NEW ∠4X4X14 KNEE
BRACE (SEE 5/S3.0)
NEW ∠4X4X14 KNEE
BRACE (SEE 5/S3.0)NEW ∠4X4X1
4 KNEEBRACE (SEE 5/S3.0)
EXST'G. DIAGONALBRACES TO REMAIN
NEW ∠4X4X14 KNEE
BRACE (SEE 5/S3.0)NE
W M
C10X
22 (H
IGH)
NEW
MC1
0X22
(HIG
H)
NEW ∠4X4X14 KICKER
(SEE 5/S3.0)
NEW ∠4X4X14 KICKER
(SEE 5/S3.0)
NEW
W6X
20 (L
OW)
NEW
W6X
20 (L
OW)
NEW
C8X
1 5 8 X
16 ga
. R.R
.'s @
16" O
.C.
C6X1 5 8 X 18 ga. COLD FORMED STUDWALL w/ STUDS @ 16" O.C.
S3.05
© 2015 ALBERTO & ASSOCIATES
Project Name:
Drawn By:
DRAWING:
DRAWING TITLE:
Project #:
Checked By:
Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
BID
SET
11-0
6-20
15
B. TWP. 266 RENOVATIONS
207-403.02 -
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EIC: PC: PM: EOR:
EXP: 04/30/2016
PROFESSIONAL ENGINEERNJ COA NUMBER 24GA27940200
(678) 648-4904 ~ FAX: (678)261-1449 ~ [email protected] DAHLONEGA ST. STE 101B CUMMING, GA 30040
MECHANICAL, ELECTRICAL, FIRE PROTECTION & STRUCTURAL ENGINEERING
(856) 273-0554 ~ FAX: (856) 273-7701 ~ [email protected] N CHURCH ST. STE B MOORESTOWN, NJ 08057
NJ LICENSE NUMBER 36315
THOMAS R. KULP
S2.0
PLANSSTRUCTURAL
TRKSJC
S3.03 S3.0
4
S3.01
S3.05
S3.05
S3.0 5S3.0 5
S3.0 5S3
.05
S3.0 5S3.0 5
@ BASE BID & ALTERNATES EXCEPT AS NOTED
NOTES:1. PROVIDE CROSS OR SOLID BLOCKING @ END, BENT FRAMES & 1
4 PTS.BETWEEN FRAMES.
2. FIELD WELD HSS 6x4x 14 HORIZONTAL BRACE TO BOTTOM CHORD OFEXST'G. BENT FRAMES w/ 1
4" WELDS.
S3.05
S4.01A
S3.02
S3.02
W6X9 (TYP.)
W6X25 (TYP.)
W6X9 W6X20W6X20
EXST'G. WFSTL. COL.
EXST'G. WFSTL. COL.
W6X9
TRIPLE STUDS @ STEEL PANLOCATIONS FOR SPRING ANCHORBRACKET MOUNTING (TYPICAL @
GARAGE DOOR OPENINGS)
W6X9 (TYP.)EXST'G. WF
STL. COL.EXST'G. WF
STL. COL.EXST'G. WF
STL. COL.
EXST'G.CMU WALL
POCKET INTOEXST'G.CMU WALL
NEWMC10X22 NEW ∠4X4X1
4KNEE BRACE
(SEE 5/S3.0)
MC10X22 (HIGH TYP.)
W6X20 (LOW TYP.)
MC10X22 (HIGH TYP.)MC10X22 (HIGH TYP.)
∠4X4X14
W6X20 W6X20
EXST'G. WFSTL. COL.
EXST'G. WFSTL. COL.
EXST'G. WFSTL. COL.
MC10X22 (HIGH TYP.) MC10X22 (HIGH TYP.)
MC10X22 (HIGH TYP.)
∠4X4X14
PROVIDE CROSS OR SOLIDBLOCKING @ ENDS, BENT FRAMES& 14 PTS. BETWEEN FRAMES
REPLACE EXST'G. PURLINS(PER PLAN)
NEW (2)2X12 BLOCKING - ATTACH TO CHANNELw/ 12" Ø THRU BOLTS @ 16" O.C. STAGGERED HIGH& LOW - DISCONTINUE AT CLIP ANGLES
NEW MC10X22
EXST'G. CLIP ANGLETO REMAIN
EXST'G. WF STL.COL. TO REMAIN
∠4X4X14 w/ (1) 3 4" Ø THRU BOLT
NEW ∠4X4X14
(TYP. @ INT. FRAME)
∠4X4X14 w/ (1) 3 4" Ø BOLT
(TYP. BOTH ENDS OF BRACE)
EXST'G.PRE-MANUFACTURED
STL. BENT
NEW 8"X8"X14" STITCH PLATE w/ (2) 5
8" ØTHRU BOLTS EACH SIDE. ATTACH TO
EXST'G. CLIP ANGLE (BEYOND)
NEW MC10X22
EXST'G. WF STL.COL. TO REMAIN
NEW ∠4X4X14
KICKER(BASE BID ONLY)
∠4X4X14 w/ (1) 3 4" Ø
THRU BOLT (TYP.)(BASE BID ONLY)
NEW MC10X22 w/2X12 BLOCKING
6"X6"X14" PL. w/ (1) 3 4" Ø THRU BOLT
(BASE BID ONLY)
EXST'G. WF STL. COL.
W6X20W6X20
14
6"X4"X14 PLATE w/ (2)
58" Ø THRU BOLTS
6"X4"X14 PLATE w/ (2)
58" Ø THRU BOLTS
EXST'G. WFSTL. COLUMN
14
W6X9 WIND GIRT - ATTACH TOPLATE w/(2) 5 8" Ø THRU BOLTS
6"x4"x38 STL.
PLATE
NEW W6X25 WFSTL. COLUMN
14
W6X9 WIND GIRT
6"X4"X38" STL. PLATE
w/(2) 5 8" Ø THRU BOLTS
C6X1 5 8 X 18 ga. COLDROLLED STUDS @ 16" O.C.
STL. SIDING REFER TOARCHITECTURAL PLANS
WF STL. WINDGIRT (PER PLAN)
T6X18ga. TRACK ATTACH TOTOP & BOTTOM FLANGE OF
WIND GIRT w/ (2) HILTI X-DNIFASTENERS @ 16" O.C.
C6X1 5 8 X 18 ga. COLDROLLED STUDS @ 16" O.C.
12" EXTERIOR RATED
PLYWOOD SHEATHING
C6X1 5 8 X 18 ga.COLD ROLLEDSTUDS @ 16" O.C.
WF STL. WINDGIRT (PER PLAN)
T6X18ga. TRACK - ATTACH TOCLOSURE TRACK w/ (2) #10 SDS @ 16"
O.C TYP. TOP & BOTTOM OF GIRT.
C6X1 5 8 X 18 ga. COLDROLLED STUDS @ 16" O.C.PROVIDE T6X18ga. CLOSURE TRACK
TOP & BOTTOM - ATTACH TO GIRTw/ HILTI X-DNI FASTENERS @16" O.C INTO BEAM FLANGES
STL. SIDING REFER TOARCHITECTURAL PLANS
12" EXTERIOR RATED
PLYWOOD SHEATHING
S3.056
S3.0
© 2015 ALBERTO & ASSOCIATES
Project Name:
Drawn By:
DRAWING:
DRAWING TITLE:
Project #:
Checked By:
Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
BID
SET
11-0
6-20
15
B. TWP. 266 RENOVATIONS
207-403.02 -
BO
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EIC: PC: PM: EOR:
EXP: 04/30/2016
PROFESSIONAL ENGINEERNJ COA NUMBER 24GA27940200
(678) 648-4904 ~ FAX: (678)261-1449 ~ [email protected] DAHLONEGA ST. STE 101B CUMMING, GA 30040
MECHANICAL, ELECTRICAL, FIRE PROTECTION & STRUCTURAL ENGINEERING
(856) 273-0554 ~ FAX: (856) 273-7701 ~ [email protected] N CHURCH ST. STE B MOORESTOWN, NJ 08057
NJ LICENSE NUMBER 36315
THOMAS R. KULP
S3.0
SECTIONSBUILDING
STRUCTURAL
TRKSJC
S3.05
7S3.0
8S3.0
9S3.0
S3.05
S3.09
9S3.0
8S3.0
S3.010
S3.011
NOTES:1. ALL WALL STUDS TO BE 6" X 1 5
8" X 18 ga. STUDS @ 16" O.C. U.N.O.2. ALL EXTERIOR WALL SHEATHING TO BE 1
2" EXTERIOR RATED PLYWOOD w/ #8MODIFIED TRUSS HEAD SCREWS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD (U.N.O.)
3. PROVIDE DOUBLE STUDS @ WINDOW JAMBS (TYP. SEE 8 & 9/S4.0 FOR TYPICALHEADER AND SILL TO JAMB CONNECTION.)
9S3.0
TYP.
S3.07 S3.0
7SIM.
SIM.S4.0 7S4.0 7
S4.0 7S4.0 7
5S4.0 TYP.
7S3.0
NOTES:1. ALL WALL STUDS TO BE 6" X 1 5
8" X 18 ga. STUDS @ 16" O.C. U.N.O.2. ALL EXTERIOR WALL SHEATHING TO BE 1
2" EXTERIOR RATED PLYWOOD w/ #8MODIFIED TRUSS HEAD SCREWS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD (U.N.O.)
3. PROVIDE DOUBLE STUDS @ WINDOW JAMBS (TYP. SEE 8 & 9/S4.0 FOR TYPICALHEADER AND SILL TO JAMB CONNECTION.)
NOTES:1. ALL WALL STUDS TO BE 6" X 1 5
8" X 18 ga. STUDS @ 16" O.C. U.N.O.2. ALL EXTERIOR WALL SHEATHING TO BE 1
2" EXTERIOR RATED PLYWOOD w/ #8MODIFIED TRUSS HEAD SCREWS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD (U.N.O.)
3. PROVIDE DOUBLE STUDS @ WINDOW JAMBS (TYP. SEE 8 & 9/S4.0 FOR TYPICALHEADER AND SILL TO JAMB CONNECTION.)
S4.09 SIM.
S4.0 9S4.0 9
S3.09
S3.09
S3.09
6S3.0
S4.010
S4.010
6S3.0
S3.05
XXXX
10"
30" MIN.
8"
T6 X 18 GA. TRACKATTACH STUDS TO
TRACK w/#10 SCREWS@ 12" O.C. EACH SIDE
(2) #4 BARS CONTINUOUSTOP AND BOTTOM.
NEW 6" P.C. SLAB w/ 6X6 -W2.9/W2.9 WWF ON 4" STONE N
SUBGRADE COMPACTED TO95% OF MAX. DENSITY.
12" Ø A.B. @
32" O.C. (TYP.)
TYPICAL STUD (PER PLAN)
1-1/2" x 1-1/2" x 16ga., CLIP ANGLEFASTENED TO STUD W/ (2) #10-16
SCREWS: ANGLE LENGTH SHALL NOT BELESS THAN STUD DEPTH, MINUS 1/2"
(2) #10-16 SCREWS FASTENTO U-CHANNEL
112"x16ga., U CHANNEL
BRIDGING SPACEDVERTICALLY @ 4'-0"
O.C. MAX.
NEW WF STL. COL. (PER PLAN)
NEW 6 12" X 10" X 3 4" B.P. ON 14" LEVELINGPL. ON 3 4" NONSHRINK GROUT
(4) 3 4" Ø ANCHOR BOLTS
10"
612"
HAA6X4X14
BOT. CHORD OFEXST'G. TRUSS
14
NEW WF STL. COL. (PER PLAN)
EXST'G. BENT
14
NEW 8" POURED CONC. STEM WALL
EXST'G. PIER & FTG. TO REMAIN
#3X8" EPOXY COATED DOWELS W/ 4"MIN. EMBEDMENT @ 16" O.C. (VERT.
TYP. @ EXST'G. PIERS)
EDGE OF EXT. WALL TOALIGN w/ EDGE OF COL.
12" EXTERIOR RATED
PLYWOOD SHEATHING
EXST'G. CMU WALL
#8 MODIFIED TRUSS HEAD SELFDRILLING SCREWS @ 4" O.C.PANEL EDGES & 12" O.C. FIELD
∠4X4X14
12" Ø HILTI KWIK BOLT III
SLEEVE ANCHORS @ 16" O.C.
C6X1 5 8 X 18 ga. COLD ROLLED STL.SILL NESTED IN T6X18 ga. TRACK
DOUBLESTUDS @ JAMB
T6 X 18 ga.CLOSURE TRACK
T6 X 18 ga.SILL TRACK
C6X1 5 8 X 18 ga. STUDSECTION w/ (4) #8 SDS
SCREWS
NOTE:1. SILL CONDITION SHOWN INVERT DETAIL
FOR HEADER CONDITION.
#8 SCREWS @8" O.C.
C6X1 5 8 X 18 ga.COLD ROLLEDSTUDS @ 16" O.C.
EXISTING STEELCOL. (PER PLAN)
C6X1 5 8 X 18 ga. COLDROLLED STUDS @ 16" O.C.
PROVIDE T6X18ga. CLOSURE TRACKEACH SIDE OF COLUMN - ATTACH TOCOLUMN W/ HILTI X-DNI FASTENERS
@ 16" O.C INTO COLUMN FLANGES
#8 MODIFIED TRUSS HEADSCREWS @ 4" O.C. PANELEDGES & 12" O.C. FIELD (U.N.O.)
12" EXTERIOR RATED
PLYWOOD SHEATHING
C6X 1 5 8" X 16 ga. STUDATTACH TO CLOSURE TRACK
W/ (2) #8 SCREWS @ 12" O.C
DISTRIBUTION HEADERC6X 1 5 8 X 18 ga.+T6 X 16 ga. TRACK
C6X1 5 8 X 18 ga. COLDROLLED STUDS @ 16" O.C.
STEEL SIDINGPER ARCH
C6X1 5 8 X 18 ga. COLD ROLLEDSTUDS @ 16" O.C.
12" EXTERIOR RATED
PLYWOOD SHEATHING
∠8X4X16 ga. X 0'-6" CLIPANGLE w/ (2) #10 SCREWS(EACH LEG)
(4) #10 SDSSCREWS (TYP.)
WF BEAM(PER PLAN)
T6 X 18 GA.TRACK
C8X1 5 8 X 16 ga. C.R.S.RAFTERS @ 16" O.C.
C6X1 5 8 X 18 ga. COLD ROLLEDSTL. SILL NESTED IN T6X18 ga.TRACK (SEE 8/S4.0 FOR SILLTO JAMB CONN.)
C6X1 5 8 X 18 ga. COLD ROLLEDSTL. HEADER NESTED INT6X18 ga. TRACK (SEE 8/S4.0FOR HEADER TO JAMB CONN.)
PROVIDE CROSS OR SOLIDBLOCKING @ ENDS, BENT FRAMES& 14 PTS. BETWEEN FRAMES
REPLACE EXST'G. PURLINS(PER PLAN)
(2) 2X12 BLOCKING - ATTACHED TOCHANNEL w/ 12" Ø THRU BOLTS @ 16"O.C. STAGGERED HIGH & LOW -DISCONTINUE AT CLIP ANGLES
NEW MC10X22
EXST'G. CLIP ANGLETO REMAIN
T6X18 ga. TRACK ATTACH TO (2)2X12 SOLID BLOCKING WITH #8
SCREWS @ 4" O.C. (U.N.O.)
C6X1 5 8 X 18 ga. C.F.S.STUDS @ 16" O.C.
STL. SIDING REFER TOARCHITECTURAL PLANS
12" EXTERIOR RATED PLYWOOD
SHEATHING #8 MODIFIED TRUSSHEAD SCREWS @ 4" O.C. PANELEDGES & 12" O.C. FIELD (U.N.O.)
© 2015 ALBERTO & ASSOCIATES
Project Name:
Drawn By:
DRAWING:
DRAWING TITLE:
Project #:
Checked By:
Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
BID
SET
11-0
6-20
15
B. TWP. 266 RENOVATIONS
207-403.02 -
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EIC: PC: PM: EOR:
EXP: 04/30/2016
PROFESSIONAL ENGINEERNJ COA NUMBER 24GA27940200
(678) 648-4904 ~ FAX: (678)261-1449 ~ [email protected] DAHLONEGA ST. STE 101B CUMMING, GA 30040
MECHANICAL, ELECTRICAL, FIRE PROTECTION & STRUCTURAL ENGINEERING
(856) 273-0554 ~ FAX: (856) 273-7701 ~ [email protected] N CHURCH ST. STE B MOORESTOWN, NJ 08057
NJ LICENSE NUMBER 36315
THOMAS R. KULP
S4.0
SECTIONSBUILDING
STRUCTURAL
TRKSJC
WC1
ADA SH1
LAV1
EXISTING SANITARY
ETRETR
EXISTING WATER CLOSET AND LAV SHALLBE REMOVED AND ALL PIPING SHALL BE
CAPPED BEHIND THE WALL. NEW WATERCLOSET, LAV AND SHOWER SHALL BE
INSTALLED IN NEW LOCATIONS SHOWN.TRENCH CUT OVER TO EXISTING LOCATION
FOR SANITARY CONNECTION.
FD1
LAV1
WC1
ADASH1
CONNECT EXISTING WCTO DCW AND EXISTINGLAV TO DCW AND DHW
ETR ETR
ALTERNATE TANK LESS GASWATER HEATER LOCATION IF
OPTION IS USED
M
RELOCATED WATERMETER CONNECT TOEXISTING DCW SERVICE
ETR
RELOCATE EXISTING 1" DCW SERVICE ANDMETER TO NEW LOCATION SHOWN.RELOCATE EXISTING 40 GAL ELECTRICWATER HEATER IN LOCATION SHOWN.
TO EXISTINGTOILET ROOM IN
GARAGE AREA
GWH1
2 PROPOSED REFLECTED CEILING PLAN
ALT. #9
ALT. #9
ALT. #9
WC1
ADA
LAV1
SH1
BFP1
KSETR
WCETR
LAVETRTO EXISTING
TOILET ROOM INGARAGE AREA
TO EXISTINGDCW SERVICE
TIE DRIP VENT TOFLOOR DRAINWITH AIR GAP
RELOCATED WATER HEATER: CONNECT WITHDI-ELECTRIC UNIONS AND BALL VALVES; VENTT & B RELIEF TO FLOOR DRAIN WITH AIR GAP.
INSTALL 6 GALLON EXPANSION TANK
WC1
ADA
SH1
LAV1
CONNECT TOEXISTING V.T.R..
2"
FD1
© 2015 ALBERTO & ASSOCIATES
Project Name:
Drawn By:
DRAWING:
DRAWING TITLE:
Project #:
Checked By:
Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
BID
SET
11-0
6-20
15
B. TWP. 266 RENOVATIONS
207-403.02 -
BO
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EIC: PC: PM: EOR:
NJ LICENSE NUMBER 45514EXP: 04/30/2016
PROFESSIONAL ENGINEERHARRY F. CARSON
NJ COA NUMBER 24GA27940200
(678) 648-4904 ~ FAX: (678)261-1449 ~ [email protected] DAHLONEGA ST. STE 101B CUMMING, GA 30040
MECHANICAL, ELECTRICAL, FIRE PROTECTION & STRUCTURAL ENGINEERING
(856) 273-0554 ~ FAX: (856) 273-7701 ~ [email protected] N CHURCH ST. STE B MOORESTOWN, NJ 08057
P1.0
PLANSPLUMBING
PMHHFC
ENLARGED SANITARY PLUMBING PLAN
ENLARGED DOMESTIC PLUMBING PLAN
TRAP/DRAINSYMBOL
1
HOTCONNECTIONS
FIXTURE SCHEDULEDESCRIPTION VENT D.F.U. W.S.F.U.
CONSUMP.WATER
MAX.FIXTURE
COLD
2.5 GPM1/2"1/2"221-1/2"2"
1.6 GALLON1/2"----3"FLOOR MOUNTEDWATER CLOSET
FLUSH TANK
0.5 GPM3/8"1-1/2"HANDI-CAPPEDLAVATORY 3/8"1-1/2" 1
FAUCETS, VALVES &ACCESSORIES
------3" FLOOR DRAIN ----1-1/2"3"
POWERS MODEL NUMBERS:P902H VALVE; 141-371 HEAD;
141-318 HAND SHOWER
JOSAM 88250TRAP SEAL PRIMER
AM. STD. 7385.003 RELIANT4" CENTERS
OPEN FRONT SEAT2.54
SH1
ADA
WC1
ADA
LAV1
ADA
FD1
AM. STD. 0321.026DECLYN WALL-HUNG
ACRYLINEA (3636) ADA-FUS-(3/4"or2")
JOSAM 30003-A
SHOWERHANDI-CAPPED BASEFULL STALL
AM. STD. 2002.014CHAMPION EL ADA
(ADA) HANDICAPPED ACCESSIBLE FIXTURE NOTESTOILETS SHALL MEASURE 17" TO 19" TO THE TOP OF THE TOILET SEAT. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34 INCHES AND THE LOWER FRONT EDGEAT LEAST 8 INCHES DEEP AND 27 INCHES HIGH, AND A TOE CLEARANCE AT LEAST 9 INCHES HIGH. FAUCET HANDLES OR CONTROLS SHALL BE OPERABLE WITH ONE HAND. IN THE AREA BENEATH ALL LAVATORIES THERESHALL BE NO SHARP OR ABRASIVE SURFACES. HOT WATER AND DRAIN PIPES SHALL BE INSULATED OR COVERED AND PROVIDE A MINIMUM OF 8" OF KNEE CLEARANCE FROM THE FRONT EDGE OF THE LAVATORY.
PLUMBING SPECIFICATION1. DOMESTIC WATER PIPING: ABOVEGROUND TYPE L, DRAWN COPPER TUBING (ASTM B88)
UNDERGROUND TYPE K, DRAWN COPPER TUBING (ASTM B88) WITH WROUGHT COPPER FITTINGS(ANSI B16.22) AND SOLDER JOINTS.
2. SOLDER FILLER METAL: ASTM B 32, 95-5 TIN-ANTIMONY FOR COPPER TUBE AND PIPE JOINTS.
3. USE DIELECTRIC UNIONS WITH TREADED OR SOLDER END CONNECTIONS WHEN JOINING PIPES OFDISSIMILAR METALS.
4. DOMESTIC WATER PIPING INSULATION: 1/2" THICK, 3-1/2 LB/CF, MOLDED, FIBROUS GLASS WITHFACTORY APPLIED SERVICE JACKET. DO NOT INSTALL INSULATION UNTIL SYSTEMS HAVE BEEN LEAKAND PRESSURE TESTED. INSULATION TO HAVE FLAME SPREAD OF 25 OR LESS, AND SMOKEDEVELOPED RATING OF 50 OR LESS. INSULATION AT THE SUPPORTS WILL HAVE COMPRESSIVESTRENGTH SO DEFLECTION IS LESS THAN 5% OF UNLOADED INSULATION THICKNESS.
5. ALL DOMESTIC BRANCH LINES SERVING MORE THAN ONE FIXTURE OR APPLIANCE SHALL HAVEISOLATION VALVES.
6. UNDERGROUND SANITARY PIPING: HUB AND SPIGOT CAST IRON SOIL PIPE (ASTM A74 WITH ASTMC564 RUBBER GASKETS FOR EACH HUB) SERVICE CLASS. PVC PLASTIC PIPE (ASTM D2665)SCHEDULE 40 WITH PVC SOCKET FITTINGS, AND SOLVENT WELDED JOINTS MAY BE USED IFALLOWED BY THE LOCAL AUTHORITIES HAVING JURISDICTION.
7. ABOVEGROUND SANITARY PIPING: HUB LESS CAST IRON SOIL PIPE (ASTMB88) WITH HUB LESS CASTIRON FITTINGS (CISPI 301) AND ASTM A666 STAINLESS STEEL COUPLINGS. PVC PLASTIC PIPE (ASTMD2665) SCHEDULE 40 WITH PVC SOCKET FITTINGS, AND SOLVENT WELDED JOINTS MAY BE USED IFALLOWED BY THE LOCAL AUTHORITIES HAVING JURISDICTION.
8. GAS PIPING: STEEL SCHEDULE 40 (ASTM A120) WITH CAST (ANSI B16.4, CLASS 125) OR MALLEABLE(ANSI B16.3, CLASS 150) IRON FITTINGS AND THREADED JOINTS (ANSI B1.20.1). ALL PIPING EXPOSEDTO WEATHER SHALL HAVE TWO COATS OF ZINC RICH, RUST INHIBITING PRIMER & ONE COAT OFCOMPATIBLE YELLOW EXTERIOR GRADE ENAMEL.
9. GAS PIPE SIZING BASED UPON 2015 INTERNATIONAL FUEL GAS CODE, TABLE 402.4, EQUATION 4.1 .
10. ALL FIXTURES AND APPLIANCES SHALL HAVE SHUTOFF VALVES. VALVES AND EXPOSED PIPING INFINISHED SPACES SHALL BE CHROME PLATED.
11. TEST, CLEAN AND DISINFECT WATER DISTRIBUTION PIPING ACCORDING TO AUTHORITIES HAVINGJURISDICTION.
CIRCUIT SETTER/BALANCE VALVE
PUMP
VTR VENT THROUGH ROOF
UNION
ROOF DRAINFLOOR SINKFLOOR DRAIN
CHECK VALVEBALL VALVEGATE VALVE
SYMBOL LEGEND
M WATER METER
DOMESTIC COLD WATER
DOMESTIC HOT WATER
SANITARY
VENT
NATURAL GASGAS GAS
STORM DRAIN
WATER HEATER
T/PVACCUM RELIEF VALVETEMPERATURE/PRESSURE RELIEF VALVEPURGE / DRAIN VALVE
STRAINER
DOMESTIC HOT WATER EXIST
GENERAL NOTES 1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE, THE PLUMBING CONTRACTOR SHALL INCLUDE ALL
NEEDED OFFSETS, CHANGES IN DIRECTION, TRANSITIONS, ETC. NEEDED FOR COMPLETE ANDOPERATIONAL SYSTEMS.
2. THE CONTRACTOR WILL VISIT THE SITE AND BE FAMILIAR WITH SITE CONDITIONS. NO EQUIPMENT ORMATERIAL IS TO BE ORDERED OR FABRICATED PRIOR TO FIELD VERIFICATION OF ALL MEASUREMENTS,CLEARANCES, POTENTIAL CONFLICTS WITH EXISTING CONDITIONS OR THAT OF OTHER TRADES ON THEJOB.
3. ALL WORK SHALL BE IN ACCORDANCE WITH THE N.J. UNIFORM CONSTRUCTION CODE & ITS SUB-CODES;INCLUDING BUT NOT LIMITED TO THE 2014 NATIONAL ELECTRIC CODE, THE 2015 INTERNATIONALMECHANICAL CODE, 2015 INTERNATIONAL ENERGY CONSERVATION CODE, AND 2009 NATIONALSTANDARD PLUMBING CODE, (LATEST EDITIONS ADOPTED BY THE NJUCC), AND THE REQUIREMENTS OFTHE LOCAL AUTHORITIES.
4. THE PLUMBING CONTRACTOR SHALL PROVIDE SUBMITTALS TO THE ENGINEER ON ALL MAJOR PLUMBINGEQUIPMENT (WATER HEATERS, PUMPS, ETC.) , PLUMBING MATERIALS, & FIXTURES (WATER CLOSETS,LAVATORIES, SINKS, ETC.) FOR REVIEW PRIOR TO PURCHASING.
SUFFICIENT QUANTITIES OF SUBMITTALS WILL BE NEEDED FOR FILE COPIES BY THE ENGINEER,ARCHITECT, GENERAL CONTRACTOR, AND OTHER AFFECTED CONTRACTORS. THE OTHER AFFECTEDCONTRACTORS CAN INCLUDE ELECTRICAL, HVAC, STRUCTURAL, CARPENTRY, ETC. THE GENERALCONTRACTOR IS TO PERFORM THE DOCUMENT DISTRIBUTION. IF THERE IS NO GC, THEN THISCONTRACTOR IS TO DISTRIBUTE.
5. QUESTIONS REGARDING THESE DRAWINGS SHALL BE ADDRESSED TO THE ENGINEER PRIOR TO THEAWARDING OF THE CONTRACT. OTHERWISE THE ENGINEER'S INTERPRETATION OF THE MEANING ANDINTENT OF THE DRAWINGS SHALL BE FINAL.
EXISTING WATER SERVICE TO BE RELOCATED AND EXISTING WATER HEATER TO BE REPLACED.EXISTING WOMEN'S BATHROOM TO BE RECONFIGURED INTO A HANDICAPPED ACCESSIBLEBATHROOM BY REMOVING EXISTING FIXTURES AND REPLACING WITH NEW ADA FIXTURES AT NEWLOCATIONS, ADDING NEW ADA SHOWER . ADD EMERGENCY EYE WASH IN GARAGE BAY.
THIS IS ONLY AN OVERVIEW FOR THE SCOPE OF MAJOR PLUMBING WORK. IT IS NOT INTENDED TOBE ALL INCLUSIVE LIST. ALL DRAWINGS, NOTES, AND SPECIFICATIONS MUST BE INCLUDED INCONTRACTOR'S BID.
SCOPE OF MAJOR PLUMBING WORK
PLUMBING PLAN
DOMESTIC COLD WATER EXIST
SANITARY EXIST
SANITARY ISOMETRIC DIAGRAMDOMESTIC ISOMETRIC DIAGRAM
EXISTING TO REAMINETR
PROVIDE RHEEM TANK LESS GAS WATER HEATER MODEL # RTG-95 DVLN (199 MBH)INCLUDE ALL NECESSARY COMPONENTS (IE: GAS, ELECTRIC, PIPING ETC.)TO HAVE A COMPLETE OPERATING SYSTEM. ALL INDOOR TANK LESS UNITS MUST BE VENTEDVERTICALLY OR HORIZONTALLY TO THE OUTDOORS USING MANUFACTURER APPROVEDVENTING MATERIAL. SEE THE INSATLLATION INSTRUCTIONS FOR THIS SPECIFIC MODEL.
WATER HEATER ALTERNATE
BACKFLOW PREVENTOR 1"BRONZE STRAINER,
QUARTER TURN FULLPORT BALL VALVES
BFP1
------- -- -- WATTS 009QT-SREDUCED PRESSURE VENTED
ALT. #9
ALT. #9
ALT. #9
GAS GAS GAS GAS GAS GAS GAS GAS
UP
GAS
GAS
GASGAS
GASGAS
GASGAS
GASGAS
GAS
DOWN TOGWH-1
NEW GASSERVICE
INTO GARAGE SPACE ANDUP TO ROOF STRUCTURE
GAS GASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GUH-1165 MBH
GUH-2125 MBH
ALTERNATE IF ENCLOSEDOPTION IS USED.
GUH-3200 MBH
GUH-3200 MBH
GUH-3200 MBH
GAS GAS GASGAS
GAS
GAS GAS GASGAS
GAS
ALTERNATE IF TANK LESSWATER HEATER OPTION IS USED.
GUH-2125 MBH
GAS
1214 MBH TOTALLONGEST RUN = 115'
2-1/2"Ø
GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GUH-1165 MBH
GAS
GUH-2125 MBH
GUH-2125 MBH
GAS
GAS GAS GAS GAS GAS GAS GAS
GAS
GUH-3200 MBH
GAS
GAS
GUH-3200 MBH
GAS
GUH-3200 MBH
GAS
FINISHED FLOOR
OFFICE
OPEN GARAGEGARAGE BAY1-1/4"Ø1-1/2"Ø2"Ø
1"Ø1-1/4"Ø1-1/2"Ø
GWH-1199 MBH
GAS
GAS
1-1/4"ØALTERNATE IF TANK LESSWATER HEATER OPTION IS USED.
© 2015 ALBERTO & ASSOCIATES
Project Name:
Drawn By:
DRAWING:
DRAWING TITLE:
Project #:
Checked By:
Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
BID
SET
11-0
6-20
15
B. TWP. 266 RENOVATIONS
207-403.02 -
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EIC: PC: PM: EOR:
NJ LICENSE NUMBER 45514EXP: 04/30/2016
PROFESSIONAL ENGINEERHARRY F. CARSON
NJ COA NUMBER 24GA27940200
(678) 648-4904 ~ FAX: (678)261-1449 ~ [email protected] DAHLONEGA ST. STE 101B CUMMING, GA 30040
MECHANICAL, ELECTRICAL, FIRE PROTECTION & STRUCTURAL ENGINEERING
(856) 273-0554 ~ FAX: (856) 273-7701 ~ [email protected] N CHURCH ST. STE B MOORESTOWN, NJ 08057
P1.1
PLANSGAS PLUMBING
PMHHFC
GAS PLUMBING PLAN
GAS RISER DIAGRAM
ALT. #9
ALT. #9
ALT. #9
CV1
CV1
EH1
T
T
T
EF7
ROUTE 6" THROUGH REARWALL AND TERMINATEWITH WALL CAP.
GUH1
GUH2GUH
2
GUH3
GUH3
GUH3
T 65°F
OU1
IU1
VENT THROUGH ROOF PERMANUFACTURER'SINSTRUCTIONS. TYP.
CO2NOX CO
CO2NOX CO
CO2NOX CO
CO2NOX CO
CO2NOX CO
EF1
EF2
EF3
EXISTING EXHAUST FANSSHALL BE TIED TOVEHICLE EXHAUSTCONTROLS. TYP. OF 5
ALTERNATE IF VESTIBULEOPTION IS USED.T 60°F
T 65°F
ALTERNATE IF ENCLOSEDOPTION IS USED.
EF4
EF5
EF6
ROUTE 4" OUTSIDE AIRDUCT UP THROUGH ROOFAND TERMINATE WITHROOF GOOSE NECK/BIRDSCREEN. MAINTAIN 10'FROM EXHAUST/VENTS
28X24 LOUVER W/MOTORIZED DAMPER.
24X24 LOUVER W/MOTORIZED DAMPER.
24X24 LOUVER W/MOTORIZED DAMPER.
24X24 LOUVER W/MOTORIZED DAMPER.
24X24 LOUVER W/MOTORIZED DAMPER.
T
T
T
ETR
ETR
ETR
ETR
ETR
EF8
LOW
LOW
LOW
LOW
CO2NOX COT
CO2NOX CO
MOUNT OVERSIGN ROOM
ABOVEDOOR
6"Ø
6"Ø
MECHANICAL PLAN
© 2015 ALBERTO & ASSOCIATES
Project Name:
Drawn By:
DRAWING:
DRAWING TITLE:
Project #:
Checked By:
Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
BID
SET
11-0
6-20
15
B. TWP. 266 RENOVATIONS
207-403.02 -
BO
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EIC: PC: PM: EOR:
NJ LICENSE NUMBER 45514EXP: 04/30/2016
PROFESSIONAL ENGINEERHARRY F. CARSON
NJ COA NUMBER 24GA27940200
(678) 648-4904 ~ FAX: (678)261-1449 ~ [email protected] DAHLONEGA ST. STE 101B CUMMING, GA 30040
MECHANICAL, ELECTRICAL, FIRE PROTECTION & STRUCTURAL ENGINEERING
(856) 273-0554 ~ FAX: (856) 273-7701 ~ [email protected] N CHURCH ST. STE B MOORESTOWN, NJ 08057
M1.0
PLANSMECHANICAL
PMHHFC
NOTES & ACCESSORIES1. SOLID STATE SPEED CONTROL.2. MOTOR OPERATED BACK DRAFT DAMPER WITH BIRD SCREEN, SAME VOLTAGE AS FAN3. NEMA 1 TOGGLE DISCONNECT SWITCH.4. FAN GUARD5. PROVIDE WALL LOUVER. VERIFY COLOR WITH ARCHITECT.
DRIVE
1550 DIRECT 1/30 H.P.
TYPECFM
WALL.3" WC120
SYMBOL
EXHAUST FAN SCHEDULE
1 THRU 4
BASIS OFDESIGNMAX
RPMSTATICPRESS.
WATTSor H.P.
GREENHECKSE1-8-440-D
EF1 BAY 1
ELECTRICAL SERVICE
MCA
1
Ø
120 1
VOLTS MOCP
15
AREA SERVEDBY UNIT
FAN INFORMATION MOTOR
1482 DIRECT 1/8 H.P.WALL.3" WC875 GREENHECKSE1-12-432-D
EF2 BAY 1 4.2120 1 15
VA
120
504
12
OPERATINGWEIGHT
(LBS)
20
NOTES &ACCESSORIES
WALL.3" WC120EF3 BAY 2
EF4
EF7
WALL.3" WC1250
707 DIRECT 128CEILING0.25" WC100 GREENHECKSP-B150BATHROOM 1.1120 1 15128 11
EF5
EF6
1505 DIRECT 1/20 HPWALL.3" WC175 120 1BAY 3 1.5 16
1250 .3" WC
180 15
1140 DIRECT 1/4 HPWALL GREENHECKSE1-16-428-B6.3120 1 15756 40
1 THRU 4
1 THRU 5
1 THRU 5
ARRANGEMENT
ELECTRIC HEATER SCHEDULENO.
UNITVOLTS/ØKW CFM ELECTRICAL DATA
MCA MOCPQMARKMODEL QUANTITYACCESSORY
240V/1Ø 6.3 15 QMKC2546WBASEBOARD 21.5 - 1CV1
-
EH1 1503 240V/1Ø 12.5 20 EFF-4007CEILING 11,2
NOTES & ACCESSORIES1. REMOTE THERMOSTAT MOUNTED ON WALL.2. T-BAR MOUNTING KIT
-
BAY 1
GAS UNIT HEATER SCHEDULENO.
UNIT LOCATION ELECTRICAL DATAMCAVOLTS/Ø
175/145 120V/1Ø 4
MBHMOCP
15 REZNOR UDAP 175
MODEL
1,2 1
QUANTITYACCESSORY
REMARKS, ACCESSORIES & OPTIONS:1. PROVIDE COMBUSTION AND VENT TERMINATIONS PER MANUFACTUER'S SPECIFICATIONS.2. THERMOSTAT
GUH1
REZNOR UDAP 125
REZNOR UDAP 200
BAY 2 120/100 120V/1Ø 5.1 15 2GUH2
BAY 3 200/166 120V/1Ø 5 15 3GUH3
1,2
1,2
OUTDOOR UNIT SPECIFICATION
INDOOR UNIT SPECIFICATION
DUCTLESS SPLIT SYSTEMBASIS OFDESIGN
80
DBOA TOTAL
25 24
MBH
COOLING
--1200 24
495/635
CFMELECTRICAL
1Ø208 V
VOLTS Ø
1Ø208 V
-67
AMBWB
95-
WEIGHTLBS.
711.0
MCA MOCP
-
16518 30
MITSUBISHIPCA-A24KA4
NOTE
S
1
2
REMARKS, ACCESSORIES & OPTIONS:1. PROVIDE CONDENSATE PUMP KIT. DRAIN CONDENSATE TO NEAREST STORM WATER CONNECTION.2. PROVIDE MAINTENANCE PAD FOR CONDSENSER LOCATED OUTSIDE. MOUNT PLUM AND LEVEL.
IU1
SYMBOL
OU1
26/18
26/18
47/17
AMBIENT
47/17
HEATINGSENSIBLE
MBH
MITSUBISHIPUY-A24NHA4
1. CONDENSATE FROM EQUIPMENT SHALL BE GRAVITY DRAINED. CONDENSATE SHALL BE CONNECTED TONEAREST AVAILABLE STORM WATER POINT OF CONNECTION OR OTHER LOCATION AS INDICATED. CHECKVALVES MUST BE INSTALLED AT ALL CONNECTION OF STORM LINES WITHIN 10' VERTICAL OF GRADE. GRAVITYCONDENSATE PIPING IS TO BE SOLVENT WELDED SCHEDULE 40 PVC. WHERE GRAVITY DRAINAGE CANNOT BEACCOMPLISHED PUMP/RECEIVER WILL BE USED. TRAPS SHALL BE PROVIDED AT EACH AIR CONDITIONING UNITOR COOLING COIL TO MAINTAIN ATOMOSPHERUIC PRESSURE IN THE WASTE PIPING.
2. COMBUSTION AIR & COMBUSTION VENT PIPES TO BE SIZE, MATERIAL, AND TERMINATION REQUIRED BYEQUIPMENT MFR. FLASH ROOF OR WALL PENETRATIONS TO BE WEATHER TIGHT.
3. MANUFACTURER TO SIZE LINE FOR DISTANCE AND ROUTING FOR THE REFRIGERANT PIPING.
4. REFRIGERANT PIPING: TYPE ACR DRAWN COPPER TUBING (ASTM B 280) WITH WROUGHT COPPER FITTINGS ANDBRAZED JOINTS (SILVER SOLDER - AWS A5.8 CLASSIFICATION DAg-1). IF UNDERGROUND RUN IN SCHEDULE 40PVC PIPE CONDUIT.
5. INSULATE SUCTION LINE WITH 3/4" THICK FLEXIBLE ELASTOMERIC THERMAL INSULATION: CLOSED CELL,SPONGE OR EXPANDED RUBBER MATERIALS. COMPLY WITH ASTM C 534, TYPE I FOR TUBULAR MATERIALS.
MECHANICAL NOTES
REMOVE EXISTING OIL BURNING HEATERS FROM GARAGE BAYS 1 & 2.
REMOVE OIL TANK FROM PREMISES.
THIS IS ONLY AN OVERVIEW FOR THE SCOPE OF MAJOR MECHANICAL WORK. IT IS NOTINTENDED TO BE ALL INCLUSIVE LIST. ALL DRAWINGS, NOTES, AND SPECIFICATIONS MUST BEINCLUDED IN CONTRACTOR'S BID.
SCOPE OF MAJOR MECHANICAL WORK
GENERAL NOTES 1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE, THE MECHANICAL CONTRACTOR SHALL INCLUDE ALL NEEDED
OFFSETS, CHANGES IN DIRECTION, TRANSITIONS, ETC. NEEDED FOR COMPLETE AND OPERATIONAL SYSTEMS.
2. THE CONTRACTOR WILL VISIT THE SITE AND BE FAMILIAR WITH SITE CONDITIONS. NO EQUIPMENT OR MATERIAL ISTO BE ORDERED OR FABRICATED PRIOR TO FIELD VERIFICATION OF ALL MEASUREMENTS, CLEARANCES,POTENTIAL CONFLICTS WITH EXISTING CONDITIONS OR THAT OF OTHER TRADES ON THE JOB.
3. ALL WORK SHALL BE IN ACCORDANCE WITH THE N.J. UNIFORM CONSTRUCTION CODE & ITS SUB-CODES;INCLUDING BUT NOT LIMITED TO THE 2014 NATIONAL ELECTRIC CODE, THE 2015 INTERNATIONAL MECHANICALCODE, 2015 INTERNATIONAL ENERGY CONSERVATION CODE, AND 2009 NATIONAL STANDARD PLUMBING CODE,(LATEST EDITIONS ADOPTED BY THE NJUCC), AND THE REQUIREMENTS OF THE LOCAL AUTHORITIES.
4. QUESTIONS REGARDING THESE DRAWINGS SHALL BE ADDRESSED TO THE ENGINEER PRIOR TO THE AWARDINGOF THE CONTRACT. OTHERWISE THE ENGINEER'S INTERPRETATION OF THE MEANING AND INTENT OF THEDRAWINGS SHALL BE FINAL.
5. THE MECHANICAL CONTRACTOR SHALL PROVIDE SUBMITTALS TO THE ENGINEER ON ALL MAJOR MECHANICALEQUIPMENT (SPLIT SYSTEMS, EXHAUST FANS, UNIT HEATERS, LOUVERS, ETC.) , CONTROLS WITH SEQUENCE OFOPERATIONS, DUCT SHOP DRAWINGS & TERMINAL DEVICES (GRILLES, REGISTERS, DIFFUSERS, ETC.) FOR REVIEWPRIOR TO PURCHASING.
SUFFICIENT QUANTITIES OF SUBMITTALS WILL BE NEEDED FOR FILE COPIES BY THE ENGINEER, ARCHITECT,GENERAL CONTRACTOR, AND OTHER AFFECTED CONTRACTORS. THE OTHER AFFECTED CONTRACTORS CANINCLUDE ELECTRICAL, PLUMBING, STRUCTURAL, CARPENTRY, ETC. THE GENERAL CONTRACTOR IS TO PERFORMTHE DOCUMENT DISTRIBUTION. IF THERE IS NO GC, THEN THIS CONTRACTOR IS TO DISTRIBUTE.
6. IF CONFLICTS EXIST, PRIORITY OF LOCATION IN REFLECTED CEILING GRID SHALL BE AS FOLLOWS FROM HIGH TOLOW: LIGHTS, SPRINKLER, MECHANICAL, FIRE ALARM DEVICES.
ATC NOTES1. EF-1, EF-3, EF-4 SHALL RUN CONTINUOUSLY IN OCCUPIED MODE. FAN SHALL BE TIED TO THE LIGHTING
CONTROL CONTACTOR PANEL.2. EF-2,5,6: SHALL RUN PER "VEHICLE EXHAUST CONTROL.3. EXISTING EXHAUST FANS: SHALL RUN PER "VEHICLE EXHAUST CONTROL.4. EF-7 & EF-8: SHALL OPERATE VIA LIGHT SWITCH5. GUH: SHALL OPERATE VIA A HEATING ONLY WALL MOUNTED THERMOSTAT.
ALL CONTROL OPERATORS, DETECTORS, AND OTHER CONTROL SYSTEM DEVICES REQUIRING ELECTRICALPOWER ARE TO BE SELECTED TO USE CONTROL VOLTAGE UNLESS THE DEVICE IS ONLY AVAILABLE ATELECTRIC POWER VOLTAGE.
a. DURING BIDDING THE CONTROLS CONTRACTOR IS TO NOTIFY THE MECHANICAL CONTRACTOR INWRITING OF ANY ITEMS THAT REQUIRE ELECTRIC POWER THAT ARE NOT INDICATED ON THEELECTRICAL DRAWINGS. A MINIMUM OF FIVE DAYS BEFORE THE BID DUE DATE, THE MECHANICALCONTRACTOR IS TO NOTIFY THE ARCHITECT IN WRITING OF THE NEED FOR ELECTRIC POWER FORTHESE ITEMS. THE FAILURE TO MAKE THESE NOTIFICATIONS WILL CAUSE THE NON-COMPLYINGPARTY TO BEAR THE EXPENSES FOR THE ELECTRIC POWER WIRING TO THE ITEMS SO NEEDED THISPOWER.
12. DAMPERS - ALL MOTORIZED DAMPER SHALL OPEN AND CLOSE IN CONJUNCTION WITH THE ASSOCIATED FAN.
13. VEHICLE EXHAUST CONTROL:
a. SHALL MONITOR CO, CO2, & NOX SENSORS, OVERRIDE BUTTONS. SEPARATE ISOLATED ROOMSSHALL OPERATE INDEPENDENTLY.
b. MANUAL OVER-RIDE BUTTON SHALL BE PROVIDED IN EACH BAY THAT WILL ENERGIZE FANS.OVER-RIDE SHALL NOT HAVE CAPABILITY TO TURN OFF FAN. THE OVER-RIDE SHALL TIME OUT WITHAN ADJUSTABLE TIMER WITH A RANGE OF 15 MINUTES TO 4 HOURS MINUTES.
c. SHALL CONTROL ALL FANS CALLED INTO REFERENCE IN THE SEQUENCE OF OPERATION ON THISSHEET.
d. SEQUENCE OF VEHICLE EXHAUST CONTROL OPERATION:e. SHALL ONLY OPERATE IN THE OCCUPIED MODE.f. NORMAL: ALL FANS SHALL REMAIN OFF.g. ACTIVATED BY SENSORS: UPON ACTIVATION OF ANY OF THE SENSORS THE FANS SHALL ENERGIZE,
DAMPERS OPEN AND RUN UNTIL SENSORS ARE SATISFIED.h. ACTIVATED BY OVERRIDE BUTTON: FANS SHALL ENERGIZE & DAMPERS OPEN AND RUN UNTIL TIMED
OUT.i. DAMPERS - ALL MOTORIZED DAMPER SHALL OPEN AND CLOSE IN CONJUNCTION WITH THE
ASSOCIATED FAN.j. CONTROL VOLTAGE LOADS ARE TO BE ACCOMMODATED BY ADEQUATE POWER CONVERSION
DEVICES AT CONTROL PANELS.
IN/OUT
BAY 3
BAY 3
1550 DIRECT 1/30 H.P. 1 THRU 4 GREENHECKSE1-8-440-D1120 15120 121
GREENHECKSE1-10-428-P
1140 DIRECT 1/4 HP GREENHECKSE1-16-428-B6.3120 1 15756 40 1 THRU 5
PROVIDE (2) <4X4X14" @ LOUVER OPENING. EXTEND 4" PAST OPENING EACH SIDE IN EXISTING CMU WALL.
PROVIDE C6" X 1 5/8" X 18 ga CHANNEL NESTED IN T6 X 18 ga TRACK AT HEADERS & SILLS WITH DOUBLE STUDS @ JAMBS FORLOUVER OPENING LOCATED IN COLD ROLLED FRAMED WALLS.
EXHAUST FAN MOUNTING NOTES
5" DRIPLEG WITHCAP
GAS SHUT-OFF VALVE
GASCONTINUATION
UNION
GASBURNING
APPLIANCE
GAS CONNECTION DETAIL
16.8
SEER
16.8
10.9
HSPF
10.9
DIRECT 128 GREENHECKSP-B1501.1120 1 15128 11 -707CEILING0.25" WC100BATHROOMEF
8
© 2015 ALBERTO & ASSOCIATES
Project Name:
Drawn By:
DRAWING:
DRAWING TITLE:
Project #:
Checked By:
Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
BID
SET
11-0
6-20
15
B. TWP. 266 RENOVATIONS
207-403.02 -
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J 08505
EIC: PC: PM: EOR:
NJ LICENSE NUMBER 45514EXP: 04/30/2016
PROFESSIONAL ENGINEERHARRY F. CARSON
NJ COA NUMBER 24GA27940200
(678) 648-4904 ~ FAX: (678)261-1449 ~ [email protected] DAHLONEGA ST. STE 101B CUMMING, GA 30040
MECHANICAL, ELECTRICAL, FIRE PROTECTION & STRUCTURAL ENGINEERING
(856) 273-0554 ~ FAX: (856) 273-7701 ~ [email protected] N CHURCH ST. STE B MOORESTOWN, NJ 08057
E1.0
CEILING PLANREFLECTED
PMHHFC
MODEL NUMBER
C
SYMBOLTYPE
LIGHTING FIXTURE SCHEDULEMANUFACTURER
LITHONIA
LITHONIAH
LITHONIAEXIT
-
-
-
LAMP/SDESCRIPTION MOUNTING - COMMENTS
LAMPS SUPPLIED WITH FIXTURELQM S W 3 R 120/277 EL N LED SELF POWERED EXIT SIGN
LITHONIAEM2 ELM2 EMERGENCY LIGHTING UNIT LAMP SUPPLIED WITH FIXTURE
A
C
LITHONIA
LITHONIA LED2VTL4 30L ADP EZ1 LP835 2' x 4' LAY-IN LEDB
LED
LED
2RTLX2 33L EZ1 LP835 2' x 2' SURFACE MOUNT LED
LED2VTL2 33L ADP EZ1 LP835 2' x 2' LAY-IN LED
LITHONIA
LITHONIAALT F
F
LEDVAP 12000LM FST WD MVOLT GZ1035K 80CRI LED ROUGH SERVICE STRIPLIGHT WET LOCATION LISTED
LEDLED WALLPACK
EMERGENCY LIGHTING NOTES1. WIRE ALL "EM" BATTERY PACKS SERVING EXTERIOR REMOTE HEADS
ON SAME CIRCUIT AS EXTERIOR WALL PACKS OR LIGHTING, AHEADOF ANY SWITCHES, LIGHTING CONTACTORS OR TIME CLOCKS.
2. "RH" FIXTURES SHALL ILLUMINATE VIA BATTERY PACK "EM" IN THEEVENT OF POWER DISRUPTION TO EXTERIOR WALL PACKS OREXTERIOR LIGHTING CIRCUIT.
3. ALL "RH" REMOTE HEADS TO BE MOUNTED ON THE EXTERIORDIRECTLY OVER OR ADJACENT TO THE DOORWAY AS SHOWN.(TYPICAL)
4. WIRING METHOD SHALL BE AS REQUIRED BY THE NATIONALELECTRICAL CODE. MINIMUM WIRE SIZE OF #12 AWG.
EM1LOW VOLT WIRING
- #12 AWG MIN.
RHEXTERIOR
INTERIOR
LITHONIA -ELT24-120V EMERGENCY LIGHT W/ REMOTE CAPABILITY (2) 8W - LAMPSEM1
D LITHONIA LEDWL4 30L EZ1 LP835 SURFACE MOUNT LED -
LITHONIAEM3 WLTU MR GY WET LOCATION EMERGENCY LIGHTING UNIT LAMP SUPPLIED WITH FIXTURE
LEDTZL1D L96 10000LM FST MVOLT 35K80CRI WH LED STRIPLIGHT DAMP ENVIRONMENT LISTED
CSXW LED 30C 1000 40K T3MMVOLT PE DDBXD WALL PACK WITH INTEGRAL PHOTO CELL
© 2015 ALBERTO & ASSOCIATES
Project Name:
Drawn By:
DRAWING:
DRAWING TITLE:
Project #:
Checked By:
Revisions:
Architecture PlanningUrban Redevelopment
Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.
Issue Date:
BID
SET
11-0
6-20
15
B. TWP. 266 RENOVATIONS
207-403.02 -
BO
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EN
TO
WN
TO
WN
SH
IPD
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F P
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S266 C
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S266 C
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IP, N
J 08505
EIC: PC: PM: EOR:
NJ LICENSE NUMBER 45514EXP: 04/30/2016
PROFESSIONAL ENGINEERHARRY F. CARSON
NJ COA NUMBER 24GA27940200
(678) 648-4904 ~ FAX: (678)261-1449 ~ [email protected] DAHLONEGA ST. STE 101B CUMMING, GA 30040
MECHANICAL, ELECTRICAL, FIRE PROTECTION & STRUCTURAL ENGINEERING
(856) 273-0554 ~ FAX: (856) 273-7701 ~ [email protected] N CHURCH ST. STE B MOORESTOWN, NJ 08057
E2.0
POWER PLAN
PMHHFC
QUAD RECEPTACLE (TWO DUPLEX, 125V, 20A)SPECIAL RECEPTACLE, VERIFY WITH EQUIPMENT
125 VOLT, 20 AMP, DUPLEX RECEPTACLE
125 VOLT, 20 AMP, SINGLE RECEPTACLE
ELECTRICAL LEGEND
FOUR-WAY SWITCH, SPECIFICATION GRADE
DIMMER SWITCH-COMPATIBLE W/ SELECTED FIXTURESPILOT-LIGHT SWITCH, SPECIFICATION GRADE
SINGLE POLE, SPECIFICATION GRADETHREE-WAY SWITCH, SPECIFICATION GRADE
HOMERUN TO PANEL (PANEL "A", CKT "1")A-1
A-1(PANEL "A", CKT "1")
(PANEL "A", CKT "1")
JUNCTION BOX
SWITCHED RECEPTACLE
PANELBOARD
TELEPHONE / DATA (CAT. 5E OR CAT. 6)TELEPHONEDATA (CAT. 5E OR CAT. 6)COAXIAL CABLE
A-1
CIRCUIT CONNECTIONSWITCHED CIRCUIT CONNECTIONLIGHTING SWITCH LEG
OCCUPANCY WALL SWITCH - WATTSTOPPER DSW-100
30AS30AF
DISCONNECT SWITCH, AMP RATINGSHOWN (NF = NON-FUSED DISCONNECT)
GROUND-FAULT CIRCUIT-INTERRUPTERGFILISTED WEATHER RESISTANT DEVICE
PUSH-BUTTON STATION
DUAL TECHNOLOGY SENSORS
OS
DS
P
4SS
3S
WR
STEEL FLOOR-BOX - FOR CONCRETE & TILE INSTALL
ELECTRICAL NOTES1. ALL ELECTRICAL WORK SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE
AS WELL AS THE APPLICABLE UNIFORM CONSTRUCTION CODE AND ITS SUB CODES AND LOCALORDINANCES.
2. ALL CONDUCTORS SHALL BE COPPER. ALUMINUM WIRE WILL NOT BE ACCEPTED.
3. ALL CABLING SHALL BE "MC" CABLE WITH A FULL SIZE GROUNDING CONDUCTOR OR CONDUIT WITHTHWN/THHN CONDUCTORS WITH A FULL SIZE GROUNDING CONDUCTOR, UON. RACEWAYS SHALL BERUN EXPOSED IN UNFINISHED AREAS TIGHT TO THE UNDERSIDE OF STRUCTURE AND PARALLEL ORPERPENDICULAR TO THE BUILDING WALLS UNLESS SPECIFICALLY NOTED OTHERWISE
4. ALL CIRCUITS SHALL BE MINIMUM WIRE SIZE OF #12 AWG THWN/THHN COPPER EXCEPT FOR SIGNALAND CONTROL WIRING.
5. ELECTRICAL CONTRACTOR SHALL INSTALL AND CONNECT POWER WIRING TO EQUIPMENTFURNISHED BY OTHERS AND SHALL WIRE LINE VOLTAGE THERMOSTATS FOR MECHANICALEQUIPMENT AS WELL AS LINE SIDE OF ALL STARTERS, RELAYS, AND CONTACTORS FOR MECHANICALEQUIP.
6. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL DISCONNECT SWITCHES AS REQUIRED BYCODE WHETHER OR NOT THEY ARE INDICATED ON PLANS.
7. ELECTRICAL CONTRACTOR SHALL BALANCE THE LOAD IN EACH PANEL.
8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK.
9. MULTI-WIRE CIRCUITS (NEUTRAL SHARING) ARE PROHIBITED FROM THE ENTIRE PROJECT UNLESSWRITTEN PERMISSION IS OBTAINED FROM THE DESIGN ENGINEER.
10. ELECTRICAL CONTRACTOR SHALL WIRE ALL BATTERY BACKED BALLAST, SECURITY RECEPTACLES,SENSORS, EMERGENCY LIGHTS AND EXIT SIGNS AHEAD OF ANY SWITCHES, EMERGENCY LIGHTINGAND EXIT SIGNS SHALL BE FED FROM THE SAME BRANCH CIRCUIT AS THAT SERVING THE NORMALLIGHTING IN THE AREA. BATTERIES MUST BE POWERED AT ALL TIMES. COMPLY WITH NEC ARTICLE700-12(F) AND 700-16. EGRESS DOOR/S EXTERIOR EMERGENCY LIGHTS AND REMOTE HEADS SHALL BECONNECTED TO THE EXTERIOR LIGHTING CIRCUIT TO OPERATE UPON FAILURE OF THE EXTERIORLIGHTING.
11. DRAWINGS ARE DIAGRAMMATIC. PRIOR TO BIDDING VERIFY CONDITIONS, LOCATIONS ANDREQUIREMENTS IN THE FIELD TO ENSURE A COMPLETE AND PROPERLY OPERATIONAL SYSTEM.EXAMINE ALL CONTRACT DWGS, FOR REQUIREMENTS AFFECTING WORK OF THE ELECTRICAL TRADE.
12. QUESTIONS REGARDING THESE DRAWING SHALL BE ADDRESSED TO THE ARCHITECT PRIOR TO THEAWARDING OF THE CONTRACT. OTHERWISE THE ARCHITECT'S INTERPRETATION OF THE MEANINGAND INTENT OF THE DRAWINGS SHALL BE FINAL.
13. COORDINATE LOCATIONS AND MOUNTING HEIGHTS OF THE OUTLET BOXES, JUNCTION BOXES, ANDEQUIPMENT DISCONNECTION TO AGREE WITH REQUIRED LOCATIONS OF FURNISHINGS OFEQUIPMENT SERVED. GENERALLY, RECEPTACLES SHALL BE MOUNTED 18" ABOVE FINISHED FLOORAND LIGHT SWITCHES AT 48" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. ALLMEASUREMENTS SHALL BE TAKEN FROM THE TOP OF THE J-BOX OR DEVICE.
14. THE ELECTRICAL CONTRACTOR SHALL PROVIDE SUBMITTALS TO THE ENGINEER ON ALL MAJORELECTRICAL EQUIPMENT (C/T CABINETS, PANELS, TRANSFORMERS, CONTACTORS, LUMINAIRE, ETC.)FOR REVIEW PRIOR TO PURCHASING.
15. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO RECEIVE AND REVIEW SUBMITTALS FOR ALLELECTRIFIED EQUIPMENT TO BE INSTALLED ON THIS PROJECT. NO EQUIPMENT OR MATERIALS ARETO BE PURCHASED OR INSTALLED PRIOR TO ENSURING THAT BRANCH CIRCUITS ARE APPROPRIATEFOR THE EQUIPMENT BEING FED. NO ADDITIONAL COSTS WILL BE APPROVED IF THIS PROCEDURE ISNOT FOLLOWED. CONTACT THE ENGINEER TO RESOLVE ANY CONFLICTS THAT MAY ARISE.
AFF - ABOVE FINISHED FLOORAFG - ABOVE FINISHED GRADEUON - UNLESS OTHERWISE NOTEDETR - EXISTING TO REMAIN