VERSIONS
GR GENERAL REQUIREMENTS
GR-1 AS USED IN THESE GENERAL NOTES:
"DRAWINGS" MEANS THE LATEST STRUCTURAL DESIGN DRAWINGS, UON.
"SPECIFICATIONS" MEANS THE LATEST PROJECT SPECIFICATIONS, UON.
“CONTRACT DOCUMENTS” IS DEFINED AS THE DESIGN DRAWINGS AND THE SPECFICATIONS
“SER” IS DEFINED AS THE STRUCTURAL ENGINEER OF RECORD FOR THE STRUCTURE IN ITS
FINAL CONDITION.
“DESIGN PROFESSIONALS” IS DEFINED AS THE OWNER’S ARCHITECT AND SER.
“MEP” INCLUDES, BUT IS NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING, FIRE
PROTECTION.
“CONTRACTOR” IS DEFINED TO INCLUDE ANY OF THE FOLLOWING: GENERAL CONTRACTOR
AND THEIR SUBCONTRACTORS, CONSTRUCTION MANAGER AND THEIR SUBCONTRACTORS,
STRUCTURAL STEEL FABRICATOR OR STRUCTURAL STEEL ERECTOR.
“BASE BUILDING STRUCTURE” IS DEFINED AS THE STRUCTURAL FRAME DESIGNED BY
THORNTON TOMASETTI.
“STRUCTURE IN ITS FINAL CONDITION” MEANS ALL STRUCTURAL ELEMENTS SHOWN ON THE
STRUCTURAL CONTRACT DOCUMENTS ARE INSTALLED AND COMPLETELY CONNECTED AND
INSPECTED WITH NO OUTSTANDING NON-COMPLIANCE ISSUES.
DE DEMOLITION
DE-1
DE-2
DE-3
DE-4
GR-2 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE STRUCTURAL WORK WITH THE
ARCHITECTURAL, CIVIL, MEP CONTRACT DOCUMENTS, AS WELL AS ANY OTHER APPLICABLE
TRADES.
GR-3 THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE UNTIL THE
CONSTRUCTION OF THE STRUCTURE REACHES ITS FINAL CONDITION.
GR-4 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND REMOVAL OF
TEMPORARY BRACING AND CONSTRUCTION SUPPORTS, FOR NEW AND EXISTING STRUCTURES,
AS NECESSARY TO COMPLETE THE PROJECT. NO PORTION OF THE PROJECT WHILE UNDER
CONSTRUCTION IS INTENDED TO BE STABLE IN THE ABSENCE OF THE CONTRACTOR’S
TEMPORARY SUPPORTS AND BRACES. CONTRACTOR SHALL RETAIN A STRUCTURAL ENGINEER
LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED TO DESIGN TEMPORARY BRACING
AND CONSTRUCTION SUPPORTS.
GR-5 THE SPECIFICATIONS ARE AN INTEGRAL PART OF THE CONTRACT DOCUMENTS AND SHALL BE
USED IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS.
GR-6 THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND COORDINATE
WITH THE STRUCTURAL DRAWINGS, ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER
CONSULTANTS, PROJECT SHOP DRAWINGS AND FIELD CONDITIONS.
GR-7 IN CASES OF CONFLICT BETWEEN DRAWINGS AND/OR SPECIFICATIONS AND OTHER DISCIPLINES
OR EXISTING CONDITIONS, CONTRACTOR SHALL NOTIFY THE DESIGN PROFESSIONALS AND
OBTAIN CLARIFICATION PRIOR TO BIDDING AND PROCEEDING WITH WORK.
DE-5
THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE MEANS AND METHODS OF DEMOLITION
AND THE INTEGRITY AND STABILITY OF THE EXISTING STRUCTURE DURING DEMOLITION UNTIL
THE WORK IS COMPLETED. THE CONTRACTOR SHALL PROVIDE SHORING IN REQUIRED
LOCATIONS WHERE EXISTING CONSTRUCTION TO REMAIN WILL BE AFFECTED BY DEMOLITION.
THE CONTRACTOR IS REPONSIBLE FOR REPAIRS TO ANY STRUCTURAL ELEMENTS WHICH ARE
TO REMAIN AND THAT HAVE BEEN DAMAGED DURING THE DEMOLITION PROCESS TO THE
COMPLETE SATISFACTION OF THE OWNER. THE REPAIRS SHALL BE AT NO EXPENSE TO THE
OWNER. ALL REPAIR WORK SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER IN
THE STATE OF NEW JERSEY AND SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD
FOR REVIEW AND APPROVAL PRIOR TO COMMENCING REPAIR WORK.
ALL EXISTING FRAMING IS INDICATED FOR REFERENCE ONLY AND IS TO BE FIELD VERIFIED BY
THE CONTRACTOR. VERIFY THE EXACT EXTENT OF DEMOLITION AT THE SITE. DETERMINE
THE NATURE AND EXTENT OF DEMOLITION THAT WILL BE NECESSARY BY COMPARING THE
CONTRACT DOCUMENTS WITH THE EXISTING CONSTRUCTION.
THE CONTRACTOR SHALL USE THE STRUCTURAL CONTRACT DOCUMENTS IN CONJUNCTION
WITH THE ARCHITECTURAL AND MEP DEMOLITION CONTRACT DOCUMENTS. IN THE EVENT OF
CONFLICTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND
STRUCTURAL ENGINEER.
THE CONTRACTOR SHALL USE QUALIFIED, EXPERIENCED PERSONNEL FOR DEMOLITION AND
REMOVAL OPERATIONS. PERFORM DEMOLITION AND REMOVAL OPERATIONS IN A CAREFUL
AND ORDERLY MANNER TO PREVENT HAZARDS TO PERSONS, DAMAGE TO PROPERTY, AND
THE SPREADING OF DUST AND DEBRIS.
DE-6
DO NOT PERMIT PORTIONS OF THE STRUCTURE TO FALL NOR DEBRIS TO DROP EXCEPT BY
METHODS WHICH WILL INSURE INTEGRITY OF THE STRUCTURE.
DE-7
PRIOR TO THE START OF WORK, VERIFY THAT THE SCOPE OF DEMOLITION INDICATED ON THE
CONTRACT DOCUMENTS SHALL NOT DAMAGE, CUT OR DISRUPT SERVICE OF ANY
MECHANICAL SYSTEM, ELECTRICAL SYSTEM OR UTILITY EMBEDDED IN THE EXISTING
STRUCTURE.
DE-8
DE-9
DO NOT REMOVE MORE OF THE EXISTING STRUCTURE THAN INDICATED ON CONTRACT
DOCUMENTS. DO NOT DAMAGE, MAR, CUT OR DEFACE THE REMAINING STRUCTURE OR
MATERIALS TO BE REUSED.
THE CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF REMOVING DEMOLISHED
MATERIALS FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES, AND
REGULATIONS.
FN-1
FN-2
THE CONTRACTOR SHALL VERIFY FOUNDATION INSTALLATION AND CONSTRUCTION IS IN
CONFORMANCE WITH THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT.
FN-3
CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY PROTECT ALL EXCAVATION. WHERE
NECESSARY, SHEET AND SHORE THE EXCAVATION WITH ALL REQUIRED TIEBACKS AND
BRACING AS DETERMINED BY CONTRACTOR’S STRUCTURAL ENGINEER.
FN-4
PROVIDE BRACING FOR ALL BASEMENT FOUNDATION WALLS PRIOR TO BACKFILLING. THIS
BRACING SHALL REMAIN IN PLACE UNTIL ALL SLABS AND BEAMS FRAMING INTO WALL HAVE
BEEN PLACED AND HAVE ATTAINED 100% OF THEIR DESIGN STRENGTH.
CM
CONCRETE MATERIALS
CM-2 PROVIDE NORMALWEIGHT CONCRETE WITH CURED DENSITY OF 145 +/- 5 PCF, AND AGGREGATE
CONFORMING TO ASTM C33, UON. WHERE INDICATED, PROVIDE LIGHTWEIGHT CONCRETE WITH
CURED DENSITY OF 112+/-3 PCF AND AGGREGATE CONFORMING TO ASTM C330.
CM-3 THE USE OF CALCIUM CHLORIDE AND OTHER CHLORIDE CONTAINING AGENTS IS PROHIBITED. THE
USE OF RECYCLED CONCRETE IS PROHIBITED. PLACEMENT WITHIN AND CONTACT BETWEEN
ALUMINUM ITEMS, INCLUDING ALUMINUM CONDUIT, AND CONCRETE IS PROHIBITED.
RE CONCRETE REINFORCEMENT
RE-1
ALL CONCRETE SHALL INCLUDE REINFORCEMENT. IF REINFORCEMENT IS NOT SPECIFICALLY
INDICATED ON THE DRAWINGS VERIFY WITH THE STRUCTURAL ENGINEER.
RE-2
REINFORCEMENT SHALL CONFORM TO THE FOLLOWING STANDARDS AND MATERIAL PROPERTIES
UON:
SU SUBMITTALS
RE-4
WHERE A 90-DEG, 135 –DEG OR 180-DEG HOOK IS GRAPHICALLY INDICATED, PROVIDE
CORRESPONDING ACI STANDARD HOOKS UON.
GR-11 CENTERLINES OF COLUMNS AND FOUNDATIONS COINCIDE WITH GRID LINE INTERSECTIONS, UON.
SU-1
GR-14 THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITIES FROM
DAMAGE.
GR-15 THE CONTRACTOR SHALL VERIFY THAT CONSTRUCTION LOADS DO NOT EXCEED THE CAPACITY
OF THE STRUCTURE AT THE TIME THE LOAD IS APPLIED.
SU-2
GR-16 THE CONTRACTOR SHALL COORDINATE THE BOTTOM OF BASE PLATE ELEVATIONS WITH THE ASBUILT TOP OF SUPPORT ELEVATIONS.
CD CODES AND DESIGN CRITERIA
CD-1 PERFORM ALL CONSTRUCTION IN CONFORMANCE WITH THE BUILDING AND DESIGN CODES
REFERENCED WITHIN THESE DOCUMENTS. THE PROJECT DOCUMENTS REFER TO THE
FOLLOWING CODES AND STANDARDS, UON:
DEFORMED BARS:
WELDABLE DEFORMED BARS:
WELDED WIRE REINFORCEMENT
ASTM A615 Grade 60
ASTM A706
ASTM A1064
RE-5
DOWELS SHALL MATCH SIZE AND SPACING OF MAIN REINFORCEMENT UON.
RE-6
REINFORCEMENT SHALL HAVE CONCRETE PROTECTION (CLEAR COVER) PER ACI 318 UNLESS
OTHERWISE INDICATED ON THE DRAWINGS.
RE-7
LAP REINFORCEMENT ONLY AT LOCATIONS AS SPECIFICALLY DETAILED ON THE DRAWINGS
EXCEPT REINFORCEMENT MARKED AS CONTINUOUS CAN BE SPLICED AT LOCATIONS
DETERMINED BY CONTRACTOR USING TENSION LAP SPLICES (LTS). SEE LAP SPLICE AND
EMBEDMENT SCHEDULE.
RE-8
UNLESS OTHERWISE NOTED ALL LAP SPLICES ARE TO BE TENSION LAP SPLICES PER LAP SPLICE
AND EMBEDMENT SCHEDULE.
RE-9
LAP WELDED WIRE REINFORCEMENT TWO PANEL SPACINGS, UON.
ikon.5
architects
864 Mapleton
Road
Princeton, NJ 08540
609.919.0099
fax 609.919.0088
www.ikon5architects.com
Professional License Number
PROJECT TITLE:
RAMAPO
COLLEGE OF
NEW JERSEY
THE STRUCTURAL ENGINEER SHALL RETURN, WITHOUT COMMENT, SUBMITTALS WHICH THE
CONTRACTOR HAS NOT STAMPED OR WHICH DO NOT MEET THE ABOVE REQUIREMENTS. THE
STRUCTURAL ENGINEER' S REVIEW OF SUBMITTALS SHALL BE FOR GENERAL CONFORMANCE
WITH THE DESIGN INTENT. NO WORK SHALL BE STARTED WITHOUT SUCH REVIEW.
INTERNATIONAL BUILDING CODE – NEW JERSEY EDITION, 2009 (IBC 2009)
STRUCTURAL CONCRETE:
"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"
THE AMERICAN CONCRETE INSTITUTE (ACI 318-08)
SU-3
FOR COMPONENTS THAT REQUIRE ENGINEERING BY THE CONTRACTOR, PROVIDE A NOTE ON
EACH SHOP DRAWING, WRITTEN AND SIGNED BY THE SUPPLIER' S ENGINEER, INDICATING
THAT THE SHOP DRAWING IS IN CONFORMANCE WITH THE CALCULATIONS OF THE
CONTRACTOR' S ENGINEER.
SU-4
THE FOLLOWING ITEMS REQUIRE SUBMITTALS FOR STRUCTURAL REVIEW AS OUTLINED IN THE
SPECIFICATIONS:
STRUCTURAL STEEL:
"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”, 13TH EDITION CONFORMING TO THE
PROVISIONS OF LOAD RESISTANCE FACTOR DESIGN,
BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC-LRFD)
CD-2 STRUCTURAL COMPONENTS ARE NOT DESIGNED FOR VIBRATING EQUIPMENT. MOUNT VIBRATING
EQUIPMENT ON VIBRATION ISOLATORS.
THE CONTRACTOR IS TO REVIEW EACH SUBMITTAL PRIOR TO FORWARDING TO ARCHITECT
AND STRUCTURAL ENGINEER. THE CONTRACTOR IS TO STAMP EACH SUBMITTAL VERIFYING
THAT THE FOLLOWING IS ADDRESSED:
1. THE SHOP DRAWING IS REQUESTED.
2. THE SHOP DRAWING IS BASED ON THE LATEST DESIGN.
3. THE ARCHITECT' S AND STRUCTURAL ENGINEER' S COMMENTS FROM ANY PREVIOUS
SUBMITTALS ARE ADDRESSED.
4. THE WORK IS COORDINATED AMONG ALL CONSTRUCTION TRADES.
5. REVISIONS FROM PREVIOUS SUBMITTALS ARE CLEARLY MARKED BY CIRCLING OR CLOUDS.
6. SUBMITTAL IS COMPLETE.
7. SUBMITTAL DOES NOT INCLUDE SUBSTITUTION REQUEST
8. SUBMITTAL SHALL INCLUDE A STAMP INDICATING PROJECT NAME AND LOCATION,
SUBMITTAL NUMBER, SPECIFICATION SECTION NUMBER.
GR-17 ELEVATIONS INDICATED ON STRUCTURAL DRAWINGS ARE BASED ON A PROJECT DATUM
INDICATED ON THE ARCHITECTURAL DRAWINGS.
WOOD:
"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"
AMERICAN NATIONAL STANDARDS INSTITUTE / AMERICAN FOREST & PAPER ASSOCIATION
(ANSI/AF&PA NDS-2005)
TWENTY WORKING DAYS PRIOR TO SUBMITTING SHOP DRAWINGS, THE CONTRACTOR SHALL
SUBMIT FOR STRUCTURAL ENGINEER' S REVIEW A SCHEDULE WHICH DETAILS THE ESTIMATED
QUANTITY OF SHOP DRAWINGS AND THE DATE THE SHOP DRAWINGS WILL BE RECEIVED BY
THE STRUCTURAL ENGINEER. THE STRUCTURAL ENGINEER SHALL HAVE THE OPPORTUNITY
TO REVIEW THE PROPOSED SCHEDULE AND SUBMIT COMMENTS TO THE CONTRACTOR. THE
FINAL SHOP DRAWING SCHEDULE SHALL BE DEVELOPED AND SUBMITTED TO THE
STRUCTURAL ENGINEER. IN ACCORDANCE WITH THE SHOP DRAWING SCHEDULE, THE
STRUCTURAL ENGINEER WILL RETURN THE SHOP DRAWING ITEMS WITHIN TEN WORKING
DAYS AFTER HAVING RECEIVED THE REPRODUCIBLE SHOP DRAWING.
Ramapo College of New
Jersey
505 Ramapo Valley Road
Mahwah, NJ 07430
P. 201.684.7500
CM-4 ALL CAST-IN-PLACE CONCRETE WILL EXPERIENCE DIFFERING VARIATIONS OF CRACKING. ANY
ELEMENT EXPOSED TO DIRECT WEATHER AND/OR TEMPERATURE VARIATIONS DURING
CONSTRUCTION OR IN THE FINAL CONDITION IS TO BE TREATED AND REGULARLY MAINTAINED TO
PREVENT PROPAGATION OF CRACKS AND WATER PENETRATION. THE CONTRACTOR SHALL
DEVELOP A REGULAR MAINTENANCE PROGRAM AND SUBMIT IT TO THE OWNER.
DETAIL REINFORCEMENT BASED ON THE PROJECT REQUIREMENTS, ACI-318 AND ACI-315, UON.
GR-13 CENTERLINES OF FRAMING MEMBERS COINCIDE WITH COLUMN CENTERLINES, UON.
Issue for Bid
02-11-2016
CM-1 CONCRETE STRENGTH SHALL MEET THE 28-DAY COMPRESSIVE STRENGTHS (f' c), UON AS PER
CALLED OUT ON PLANS.
RE-3
GR-12 CENTERLINES OF GRADE BEAMS AND WALLS COINCIDE WITH CENTERLINES OF FOUNDATIONS,
UON.
1
NET ALLOWABLE BEARING CAPACITY:
1500 PSF
DESIGN VALUES SHALL BE FIELD VERIFIED BY QUALIFIED GEOTECHNICAL ENGINEER RETAINED
BY THE OWNER.
GR-10 ASSUME EQUAL SPACING BETWEEN ESTABLISHED DIMENSIONS, IF NOT INDICATED ON
DRAWINGS.
GR-9 ONLY USE DIMENSIONS INDICATED ON THE DRAWINGS. DO NOT SCALE DRAWINGS.
Description
FOUNDATIONS HAVE BEEN DESIGNED BASED ON THE FOLLOWING DESIGN VALUES FROM THE
GEOTECHNICAL REPORT:
DE-10 WHERE NEW OPENINGS IN EXISTING CONCRETE SLABS OR WALLS ARE TO BE CREATED, THE
DEMOLITION CONTRACTOR SHALL CORE HOLES AT THE OUTSIDE CORNERS OF THE NEW
OPENING PRIOR TO DEMOLITION. SAW-CUT AND DEMOLISH SLAB OR WALL ONLY AFTER THE
INSTALLATION OF ALL REQUIRED NEW STRUCTURAL FRAMING AND/OR REINFORCEMENT IN
PLAN OR SECTION, UON. SAW CUTTING SHALL BE STRAIGHT AND SHALL NOT EXTEND INTO
EXISTING SLAB OR WALL TO REMAIN NOR BEYOND THE HOLES CORED AT THE CORNERS OF
THE NEW OPENING.
GR-8 APPLY DETAILS, SECTIONS, AND NOTES ON THE DRAWINGS WHERE CONDITIONS ARE SIMILAR TO
THOSE INDICATED BY DETAIL, DETAIL TITLE OR NOTE.
No. Date
FN FOUNDATIONS
PADOVANO
COLLEGE
COMMONS
RCNJ PROJECT No. 2016-26-01C
SHEET TITLE:
031000
032000
033000
033000
051000
051000
S
S
CALC
S
S
S
CONCRETE FORMWORK
CONCRETE REINFORCING LAYOUT
CONCRETE MIX DESIGNS
CONCRETE CONSTRUCTION JOINT LAYOUT
STRUCTURAL STEEL
STRUCTURAL STEEL CONNECTIONS
GENERAL NOTES I
S = SHOP DRAWINGS REQUIRED
CALC = SUPPORTING CALCULATIONS REQUIRED, SIGNED AND SEALED BY A LICENSED
PROFESSIONAL ENGINEER IN THE STATE IN WHICH THE PROJECT IS LOCATED.
DATE:
February 11, 2016
DRAWN BY:
NR
DRAWING NO.:
S-001
VERSIONS
SS STRUCTURAL STEEL
SS-1
Description
1
Issue for Bid
02-11-2016
STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS UNLESS
OTHERWISE NOTED ON THE CONTRACT DOCUMENTS:
ROLLED SHAPES AND CHANNELS:
MISCELLANEOUS ANGLES:
HOLLOW STRUCTURAL SECTIONS:
SEAMLESS PIPE:
PLATES:
SS-2
No. Date
ASTM A572 OR A992, MIN. YIELD STRENGTH 50 KSI
ASTM A36
ASTM A500 GRADE B, MIN YIELD STRENGTH 42 KSI
FOR ROUND AND 46 KSI FOR RECTANGULAR HSS
ASTM A53 GRADE B, TYPE S, MIN YIELD STRENGTH
35 KSI.
ASTM A572 OR A529, MIN YIELD STRENGTH 50 KSI
CONNECTION MATERIAL SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS OR
AS NEEDED FOR CONNECTION DESIGN:
ANGLES:
WTs:
PLATES:
BOLTS:
NUTS:
WASHERS:
ANCHOR RODS:
WELD ELECTRODES:
ASTM A36
ASTM A992
ASTM A36, MIN YIELD STRENGTH 36 KSI OR
ASTM A572 OR A529, MINIMUM YIELD STRENGTH 50
KSI
ASTM A325 OR A490
ASTM A563
ASTM F436
ASTM F1554 GRADE 55 WITH WELDABILITY
SUPPLEMENT S1
E70XX
SS-3
FOR STEEL MEMBERS AND EMBEDMENTS EXPOSED TO WEATHER, PROVIDE HOT-DIPPED
GALVANIZED FINISH.
SS-4
PROVIDE HOLES IN ALL STEEL AS REQUIRED TO PREVENT ANY ACCUMULATION OF WATER.
ALL PENETRATIONS THROUGH MAIN MEMBERS SHALL NOT EXCEED 1 1/8" DIA. AND SHALL BE
GROUND SMOOTH. THESE DRAINS MUST BE KEPT CLEAN AND OPEN.
SS-5
SHOW ALL COPES, HOLES, OPENINGS AND MODIFICATIONS REQUIRED IN STRUCTURAL
STEEL MEMBERS FOR ERECTION OR THE WORK OF OTHER TRADES ON THE SHOP
DRAWINGS FOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER.
SS-6
FIELD MODIFICATION OF STRUCTURAL STEEL IS PROHIBITED WITHOUT PRIOR APPROVAL
OF THE ARCHITECT AND STRUCTURAL ENGINEER.
Ramapo College of New
Jersey
505 Ramapo Valley Road
Mahwah, NJ 07430
P. 201.684.7500
PA POST-INSTALLED ANCHORS
PA-1
ADHESIVE ANCHOR SYSTEMS USED FOR DESIGN:
SEISMIC DESIGN CATEGORY A - F
ADHESIVE: HILTI HIT-HY 200
HILTI, TULSA, OK
THREADED ROD: HILTI HIT-Z
OVERHEAD AND/OR CONSTANT TENSION ADHESIVE ANCHOR INSTALLATIONS NOT SHOWN
ON THE DRAWINGS SHALL NOT BE PERMITTED UNLESS EACH CONDITION IS REVIEWED AND
APPROVED IN WRITING BY THE SER.
PA-2
PA-3
PROOF TESTING OF ADHESIVE ANCHORS SHALL BE PERFORMED IN ACCORDANCE WITH THE
PROJECT SPECIFICATIONS. UNLESS NOTED OTHERWISE, ADHESIVE ANCHOR PROOF
TENSION LOADS SHALL BE PER THE ADHESIVE ANCHOR PROOF TENSION SCHEDULES.
ikon.5
architects
864 Mapleton
Road
Princeton, NJ 08540
609.919.0099
fax 609.919.0088
www.ikon5architects.com
FIELD DRILLED EXPANSION ANCHOR SYSTEMS USED FOR DESIGN:
SEISMIC DESIGN CATEGORY A - F
KWIK BOLT TZ
HILTI, TULSA, OK
SEISMIC DESIGN CATEGORY A - B AT LOCATIONS SPECIFICALLY NOTED IN DETAILS ONLY
KWIK BOLT 3
HILTI, TULSA, OK
PA-4
PROOF TESTING OF EXPANSION ANCHORS SHALL BE PERFORMED IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS. UNLESS NOTED OTHERWISE, EXPANSION ANCHOR PROOF
TORQUE LOADS SHALL BE PER THE EXPANSION ANCHOR PROOF TORQUE SCHEDULES.
PA-5
FIELD DRILLED THREADED SCREW ANCHOR SYSTEMS USED FOR DESIGN:
HUS-EZ
PA-6
HILTI, TULSA, OK
ALTERNATIVE SYSTEM EQUIVALENT TO OR EXCEEDING THE PROPERTIES OF THE SYSTEMS
ABOVE WILL BE CONSIDERED AS A SUBSTITUTION REQUEST. SEE PROJECT
SPECIFICATIONS..
PA-7
ANCHORS ARE TO BE MINIMUM 3/4” DIAMETER WITH A MINIMUM EMBEDMENT OF 6", UON.
PA-8
INSTALL ANCHORS TO MEET THE REQUIREMENTS INDICATED IN THE CONTRACT
DOCUMENTS AND THE CURRENT MANUFACTURER'S PUBLISHED INSTALLATION
INSTRUCTIONS (MPII).
PA-9
Professional License Number
PROJECT TITLE:
RAMAPO
COLLEGE OF
NEW JERSEY
PADOVANO
COLLEGE
COMMONS
LOCATE, BY NON-DESTRUCTIVE MEANS, AND AVOID ALL EXISTING REINFORCEMENT PRIOR
TO INSTALLATION OF ANCHORS. IF EXISTING REINFORCING LAYOUT PROHIBITS THE
INSTALLATION OF ANCHORS AS INDICATED IN THE DRAWINGS, THE CONTRACTOR SHALL
NOTIFY THE DESIGN PROFESSIONALS IMMEDIATELY.
RCNJ PROJECT No. 2016-26-01C
PA-10 INSTALL MASONRY ANCHORS IN SOLID MASONRY OR IN HOLLOW MASONRY THAT HAS BEEN
GROUTED SOLID AT LEAST ONE COURSE ABOVE AND ONE COURSE BELOW THE ANCHOR,
UON.
SHEET TITLE:
GENERAL NOTES II
PA-11 SEE PROJECT SPECIFICATIONS FOR POST-INSTALLED ANCHOR INSPECTION
REQUIREMENTS.
DATE:
February 11, 2016
DRAWN BY:
NR
DRAWING NO.:
S-002
VERSIONS
3' - 8"
5' - 0"
2
S-201
TYP.
24' - 0"
21' - 0"
14' - 6"
14' - 6"
RUBBLE WALL
REINFORCEMENT
TYP.
3
S-102
3
S-102
2
S-102
Description
1
Issue for Bid
02-11-2016
3' - 8"
2
S-102
2 TYP.
S-201
2
S-102
EXIST. STEEL
COLUMN
Ramapo College of New
Jersey
505 Ramapo Valley Road
Mahwah, NJ 07430
P. 201.684.7500
5' - 0"
14' - 0"
21' - 0"
No. Date
EXIST. STEEL
COLUMN
SEE ADD ALTERNATE 1
SEE ADD ALTERNATE 1
17' - 0"
3
S-102
3
S-102
39' - 0"
17' - 0"
EXISTING STONE RUBBLE
WALL TO BE REMOVED,TYP.
SEE ADD ALTERNATE 1
ikon.5
2
S-102
2
S-102
2 TYP.
S-201
architects
864 Mapleton
Road
Princeton, NJ 08540
609.919.0099
fax 609.919.0088
SEE ADD ALTERNATE 1
SEE ARCHITECTURAL DRAWINGS
FOR LOCATIONS AND DIMENSIONS
www.ikon5architects.com
EXISTING STONE
RUBBLE WALL, TYP.
1
S-201
EXISTING BEARING PARTITION
WALL TO BE REMOVED
SEE NOTE 2 ON S-101
NEW 8" EXTERIOR SOG
(f'c=4,000 psi) WITH #4 @
12" OC. EW.
NEW HSS 4X4 POST, TYP.
14' - 0"
NO DAMAGE TO EXISTING
COLUMN FOOTING
EXIST. STEEL COLUMN
2
S-202
1' - 0"
1
FOUNDATION PLAN
1/4" = 1'-0"
1
S-202
3' - 0"
RAMAPO
COLLEGE OF
NEW JERSEY
PADOVANO
COLLEGE
COMMONS
NEW 12'-0"x 4'-0"x 1'-6"
FOOTING , TYP.
2' - 0" 2' - 0"
1' - 6"
PROJECT TITLE:
THICKENED SLAB EDGE
10' - 6"
EXIST. STEEL COLUMN
1' - 0"
TYP.
Professional License Number
3' - 0"
3' - 0"
1' - 6"
RCNJ PROJECT No. 2016-26-01C
SHEET TITLE:
PLAN NOTES:
FOUNDATION PLAN
1. REFER TO ARCHITECTURAL DRAWINGS FOR EXTENT OF EXISTING SOG REMOVAL.
2. PROVIDE TEMPORARY SUPPORT TO ALL EXISTING JOISTS PRIOR TO REMOVAL OF EXISTING
BEARING PARTITION WALL.
3. SYMBOLS:
INDICATES STONE RUBBLE WALL TO BE REMOVED FOR NEW DOOR ASSEMBLY.
INDICATES EXISTING SLAB ON GRADE TO BE REMOVED AND PATCHED AFTER
PIPE INSTALATION.
DATE:
February 11, 2016
DRAWN BY:
NR
DRAWING NO.:
INDICATES EXISTING BEARING PARTITION WALL TO BE REMOVED.
S-101
VERSIONS
21' - 0"
24' - 0"
CEILING LEVEL
EL = 11' - 7 1/8"
14' - 0"
EXISTING 4x4 WOOD
POST ABOVE
2
S-102
NEW 18" DEEP THREE
1 3/4" 2.0E GP LAM LVL
SEE ADD ALTERNATE 1
3
S-102
2
S-102
2
S-102
NEW 18" DEEP
THREE 1 3/4"
2.0E GP LAM LVL
EXIISTING 2x10 @16" O.C.
EXISTING W18
EXIISTING 2x10 @16" O.C.
39' - 0"
EXISTING W18
NEW 18" DEEP THREE
1 3/4" 2.0E GP LAM LVL
SEE ADD ALTERNATE 1
3
S-102
Ramapo College of New
Jersey
505 Ramapo Valley Road
Mahwah, NJ 07430
P. 201.684.7500
6
S-202
4
S-201
1' - 6"
TYP.
EXISTING
RUBBLE WALL
2
S-102
CEILING LEVEL
EL = 11' - 7 1/8"
NEW 18" DEEP
THREE 1 3/4" 2.0E
GP LAM LVL
NON SHRINK
GROUT
NEW 18" DEEP
THREE 1 3/4" 2.0E
GP LAM LVL
Issue for Bid
02-11-2016
EXISTING 2-2X6
TOP PLATE
1/2" PLATE
3
S-102
1
2' - 0"
EXISTING 2-2X6 TOP
PLATE
NEW 18" DEEP THREE
1 3/4" 2.0E GP LAM LVL
SEE ADD ALTERNATE 1
Description
21' - 0"
2' - 0"
3
S-102
No. Date
EXISTING RUBBLE
WALL BEYOND
#6 HOOKED DOWELS @
2'-0" OC. SEE PLAN FOR
ADDITIONAL INFORMATION
4" CONCRETE
REINFORCEMENT
ikon.5
#4 @ 12" OC.
EACH WAY
6
S-201
5
S-201
2
S-102
architects
864 Mapleton
Road
Princeton, NJ 08540
609.919.0099
fax 609.919.0088
6"
www.ikon5architects.com
EXISTING SOG
EL = 0' - 0"
EXISTING SOG
EL = 0' - 0"
EXISTING 4x4 WOOD
POST ABOVE
EXISTING COLUMN BELOW
NOTES:
GC TO PROVIDE MEANS AND METHOD TO ENSURE
STABILITY OF EXISTING RUBBLE WALL DURING
CONSTRUCTION OF NEW CONCRETE REINFORCEMENT.
EXISTING COLUMN BELOW
Professional License Number
PROJECT TITLE:
NEW (2) 2x10
5
S-202
NEW 18" DEEP THREE
1 3/4" 2.0E GP LAM LVL
4
S-202
9"
14' - 0"
EXISTING (2) 2X10
RAMAPO
COLLEGE OF
NEW JERSEY
NEW (2) 2x10
EXISTING BEARING PARTITION
TO BE REMOVED SEE NOTE
ON S-101
2
SECTION AT JAMB
3/4" = 1'-0"
3
SECTION
3/4" = 1'-0"
PADOVANO
COLLEGE
COMMONS
EXISTING 2X8 @16" OC.
RCNJ PROJECT No. 2016-26-01C
SHEET TITLE:
CEILING FRAMING PLAN
AND SECTIONS
1
DATE:
February 11, 2016
CEILING LEVEL FRAMING PLAN
DRAWN BY:
NR
1/4" = 1'-0"
DRAWING NO.:
S-102
VERSIONS
SEE ADD
ALTERNATE 1
3
S-102
SEE ADD
ALTERNATE 1
SEE ADD
ALTERNATE 1
Description
1
Issue for Bid
02-11-2016
SEE ADD
ALTERNATE 1
3
S-102
2
S-102
No. Date
2
S-102
Ramapo College of New
Jersey
505 Ramapo Valley Road
Mahwah, NJ 07430
P. 201.684.7500
2
S-102
3
S-102
EXISTING 2x12 @16" O.C.WD RAFTERS
SEE ADD
ALTERNATE 1
EXISTING 2x12 @16" O.C. WD RAFTERS
EXISTING 2x12 @16" O.C. WD RAFTERS
EXISTING 2x12 @16" O.C.WD RAFTERS
3
S-102
ikon.5
architects
SEE ADD
ALTERNATE 1
2
S-102
864 Mapleton
Road
Princeton, NJ 08540
609.919.0099
fax 609.919.0088
www.ikon5architects.com
Professional License Number
PROJECT TITLE:
RAMAPO
COLLEGE OF
NEW JERSEY
PADOVANO
COLLEGE
COMMONS
RCNJ PROJECT No. 2016-26-01C
SHEET TITLE:
ROOF FRAMING PLAN
1
ROOF LEVEL FRAMING PLAN
1/4" = 1'-0"
DATE:
February 11, 2016
DRAWN BY:
NR
DRAWING NO.:
S-103
VERSIONS
CL OF 2X6
FRAMING ABOVE
No. Date
Description
1
Issue for Bid
02-11-2016
4" 6" MIN.
TYP.
5 1/4"
EXISTING
RUBBLE WALL
1' - 0"
6"
MIN.
NEW DOOR OPENING
SEE PLAN,TYP.
1' - 0"
.
SEE PLAN
6"
CONCRETE
REINFORCEMENT
f'c = 4000 psi
EQ
#6 X 1'-0" LONG EPOXY
DOWELS WITH HILTI HITHY200 ADHESIVE @ 24" OC.
NEW CONCRETE
REINFORCEMENT
.
6" MIN.
TYP.
6 MIL VAPOR BARRIER OVER
6" CRUSHED STONE
LINE OF 2X6
FRAMING ABOVE
1
TYPICAL PATCH DETAIL
2
1" = 1'-0"
1/2" SIDE PLATE
NEW LVL LINTEL
SEE PLAN
4"
1' - 0"
SEE PLAN
3/4" BASE PLATE
6"
MIN.
EQ
6"
BASE PLATE CL
1' - 6"
NEW 6" SLAB ON GRADE
WITH WWF6X6-W6XW6
(f'c = 4,000psi)
1' - 0"
EXISTING SLAB ON GRADE.
SEE PLAN
EXISTING
RUBBLE WALL
7 5/8" 3 5/8"
Ramapo College of New
Jersey
505 Ramapo Valley Road
Mahwah, NJ 07430
P. 201.684.7500
2 3/4"
TYPICAL WALL REINFORCEMENT DETAIL
3
1" = 1'-0"
SECTION
1" = 1'-0"
ikon.5
architects
NEW NON-SHRINK GROUT
EXISTING SLAB ON GRADE
NEW CONCRETE
REINFORCEMENT
SEE PLAN
TOP OF JOIST
EL = 11' - 6 1/2"
ARCHITECT TO
PROVIDE DETAIL
EXISTING
RUBBLE WALL
www.ikon5architects.com
NEW WOOD SCREWS @ 12 " OC
STAGGERED 1" MIN EMBED IN LVL
11 7/ 8"
#4 X 2'-0" LONG EPOXY
DOWELS WITH HILTI
HIT-HY200 ADHESIVE
CENTERED ON JOINT
@ 12" OC.
EXISTING
RUBBLE WALL
EXISTING SOG
EL = 0' - 0"
TYP.
NEW BASE PLATE 3/4" X 8" X 2'-0"
NON SHRINK GROUT
TOP OF RUBBLE WALL
EL = 8' - 11"
NEW CONCRETE
REINFORCEMENT
SEE PLAN
1' - 6"
Professional License Number
.
3"
1'-6"
EXTERIOR GRADE
1' - 8 7/ 8"
2"
1/4
TOP OF EXISTING SOG
1' - 0"
3' - 0" +/-
1"
#6 X 1'-0" LONG EPOXY
DOWELS WITH HILTI HITHY200 ADHESIVE @ 24"
OC.
2"
1/2" X 7 1/2" X 1'-6" PLATE WITH (2)
3/4" DIA. THRU BOLTS @ 10" OC.
3"
3"
EXISTING
RUBBLE WALL
CONSTRUCTION
JOINT AS REQUIRED
18" DEEP LVL
3
S-201
1/2" Ø X 6"
EMBEDMENT EPOXY
ANCHOR HILTI HIT-Z
WITH HILTI HIT-HY200
ADHESIVE @ 12" OC.
#6 EPOXY DOWELS @ 12" OC.
1' - 6"
EXISTING 2-2X6 TOP PLATE
864 Mapleton
Road
Princeton, NJ 08540
609.919.0099
fax 609.919.0088
6"
.
MIN
PROJECT TITLE:
REMOVE EXISTING SOG AND EXISTING
UNDERLAIN FILL.
FILL WITH LEAN CONCRETE (f'c=2,000psi)
EXTENDING 1'-0" BEYOND NEW
CONCRETE REINFORCEMENT
FOOTPRINT.
RAMAPO
COLLEGE OF
NEW JERSEY
PADOVANO
COLLEGE
COMMONS
UNDISTURBED SOIL
BACKFILL AS REQUIRED
4
SECTION AT LINTEL SUPPORT
1 1/2" = 1'-0"
5
SECTION AT BASE OF EXISTING WALL REINFORCING
NOT TO SCALE
6
SECTION AT NEW DOOR ENTRY
1" = 1'-0"
RCNJ PROJECT No. 2016-26-01C
SHEET TITLE:
SECTIONS AND DETAILS
DATE:
February 11, 2016
DRAWN BY:
NR
DRAWING NO.:
S-201
VERSIONS
No. Date
Description
1
Issue for Bid
02-11-2016
12' - 0"
SEE PLAN
SEE PLAN
SEE PLAN
SEE PLAN
1/4" CAP WITH GROOVE
WELD ALL AROUND TYP.
1/4
2"
4" 4"
TYP.
SEE PLAN
HSS4X2X1/4
(HORIZONTAL)
HSS4X2X1/4
(HORIZONTAL)
HSS4X2X1/4
(HORIZONTAL)
HSS4X2X1/4
(HORIZONTAL)
HSS4X2X1/4
(HORIZONTAL)
1' - 0"
1' - 0"
HSS WITH 3/4"Ø
A307 BOLTS
WELDED @ 2'-0" OC.
SEE ELEVATION
EXTENT OF
WOOD PLATE
HSS 4X4
POST TYP.
HSS 4X4X1/2
6' - 0"
WOOD BLOCK
BOLTED TO HSS
SEE ARCHITECTURAL
DRAWINGS
NEW EXTERIOR SOG
Ramapo College of New
Jersey
505 Ramapo Valley Road
Mahwah, NJ 07430
P. 201.684.7500
HSS4X2X1/4
(HORIZONTAL)
HSS4X2X1/4
(HORIZONTAL)
HSS4X2X1/4
(HORIZONTAL)
HSS4X2X1/4
(HORIZONTAL)
HSS4X2X1/4
(HORIZONTAL)
2' - 0"
TOP OF
NEW SOG
1' - 1 3/4"
8"
EXTERIOR GRADE
BASE PL 1/2" X 10" X 0'-10"
WITH (4) 3/4" DIAMETER HOOKED
ANCHOR BOLTS @ 7" OC. EW.
1/4
HSS WITH 3/4"Ø
A307 BOLTS
WELDED @ 2'-0" OC.
SEE ELEVATION
1" NON-SHRINK GROUT
T/FF
2' - 0"
1' - 6"
3
S-202
#5 @ 9" OC. EW.
1' - 0"
SEE PLAN
ikon.5
NOTE:
architects
PROVIDE HOT DIPPED GALVANIZED FINISH
1
WOOD FENCE POST ELEVATION
2
3/4" = 1'-0"
SECTION AT WOOD FENCE POST
3
1" = 1'-0"
SECTION AT WOOD FENCE POST
864 Mapleton
Road
Princeton, NJ 08540
609.919.0099
fax 609.919.0088
1 1/2" = 1'-0"
www.ikon5architects.com
SEE NOTE 2 ON S-101 FOR ADDITIONAL NOTES
EXISTING ROOF
JOIST BEYOND
EXISTING CEILING JOIST
OVER EXISTING 2X6 WALL
EXISTING
CEILING JOIST
EXISTING W18 BEAM WITH
WOOD BLOCK BOTH SIDES
EXISTING CEILING JOIST
WITH A23 BOTH SIDES
NEW
DOUBLE 2X10
EXISTING ROOF
RAFTER
Professional License Number
NEW SIMPSON
STRONG TIE HGB5
SIMPSON STRONG
TIE A23 BOTH SIDES
AT EACH JOIST
PROVIDE SHIM AT BOTTOM
OF EXISTING JOIST TO ENSURE
TIGHT FIT AS REQUIRED
PROJECT TITLE:
(4) 10d TYP.
RAMAPO
COLLEGE OF
NEW JERSEY
EXISTING CEILING JOIST
EXISTING 2-2X6
NEW SIMPSON
STRONG TIE HUS210-2
NEW LVL LINTEL
EXISTING STEEL POST
NEW18" DEEP THREE 1 3/4" 2.0E
GP LAM LVL, SEE PLAN.
CENTERED ON EXISTING BEARING
PARTITION TO BE REMOVED.
DOUBLE 2X6 AT CORNER.
PROVIDE NEW 2X6
(FULLFITTED) AS REQUIRED
FOR CONNECTION
PADOVANO
COLLEGE
COMMONS
NEW 2X4 @ 16" OC
WITH SIMPSON STRONG TIE
A23 BOTH SIDES TO LVL
NEW CEILING JOIST
SUPPORT BEAM. SEE PLAN
RCNJ PROJECT No. 2016-26-01C
NOTES:
1) SUPPORT ROOF RAFTERS WITH HYDRAULIC JACKS.
SHEET TITLE:
EXISTING RUBBLE
WALL BEYOND
SECTIONS AND DETAILS
2) SUPPORT EXISTING HEADER/CEILING JOISTS TEMPORARILY
DURING INSTALLATION OF NEW LINTEL.
4
SECTION AT NEW CEILING JOIST SUPPORT
1 1/2" = 1'-0"
5
SECTION AT NEW CONNECTION
1 1/2" = 1'-0"
6
SECTION AT NEW LVL LINTEL
1 1/2" = 1'-0"
DATE:
February 11, 2016
DRAWN BY:
NR
DRAWING NO.:
S-202
REMARKS
LOCATION: BUILDING STORAGE 129
SERVICE: 208 / 120
MAINS:
GROUNDING:
400
VOLTS, 3
AMPS
MAIN OVERCURRENT PROTECTION:
GROUND BUS: YES
'MDP'
MLO
ISOLATED GROUND BUS: NO
MOUNTING: SURFACE
CKT TRIP
NO. AMPS
PANEL DESIGNATION:
PHASE, 4 WIRE
10 kAIC
SCCR RATING:
LOAD
(kVA)
1
20/3
AHU-1
1.0
PER PHASE (kVA)
B
A
C
2.0
3
X
X
1.0
2.0
5
X
X
1.0
7
30/2
EUH
1.7
9
X
X
1.7
11
60/2
ECUH
5.0
13
X
X
5.0
15
15/2
ACCU-2 / FCU-1
1.5
17
X
X
1.5
19
30/3
EWH-1
2.6
21
X
X
2.6
23
X
X
2.6
25
20/1
BOILER
0.5
27
20/1
AIR COMPRESSOR
0.8
REMARKS
DESCRIPTION OF LOAD
29
20/1
SPARE
0.0
31
20/1
SPARE
0.0
33
20/1
SPARE
0.0
35
20/1
SPARE
0.0
37
100/3
PANEL RLP
9.8
39
X
X
9.4
41
X
X
TOTAL LTG.
TOTAL MISC.
TOTAL REC.
TOTAL HVAC
TOTAL HTG
0.0
24.0
28.7
52.6
7.8
2.0
3.0
3.0
12.1
12.1
8.6
2.0
3.1
3.1
3.6
1.5
1.8
0.5
0.0
0.0
0.0
17.8
17.4
17.5
9.5
kVA
kVA
kVA
kVA
kVA
DEMAND FACTOR
1.00
0.0
0.80
19.2
Per NEC
19.4
1.00
52.6
1.00
7.8
kVA
kVA
kVA
kVA
kVA
TOTAL BY
PHASE
39.5
35.9
37.7
A
B
C
LOCATION: (BUILDING STORAGE)
SERVICE:
MAINS:
GROUNDING:
208 / 120
VOLTS
100
AMPS
3
PHASE, 4 WIRE
MOUNTING: SURFACE
SCCR RATING:
1.3
EDH-1
1.3
X
7.1
ACCU-1
7.1
X
7.1
X
0.5
P-1
0.5
X
0.5
X
1.0
EX AERATOR FOR POND
1.0
X
X
26
1.0
X
X
28
0.5
EX AERATOR FOR POND
20/1
30
0.0
SPARE
20/1
32
0.0
SPARE
20/1
34
0.0
SPARE
20/1
36
8.0
PANEL KP
8.0
X
8.0
X
TOTAL DEMAND
TOTAL LOAD
98.9
123.6
2
X
4
X
6
20/2
8
X
10
80/3
12
X
14
X
16
20/3
18
X
20
X
22
30/3
24
100/3
38
X
40
X
42
1.25
344 AMPS
PANEL DESIGNATION:
'RLP'
LOAD
(kVA)
1.2
0.9
GENERAL RECEPTACLES
20/1
1.1
1.9
0.8
GENERAL RECEPTACLES
20/1
4
0.8
RESTROOM
20/1
6
0.5
TIMECLOCK / INVERTER
20/1
8
0.8
OFFICE OUTLETS
20/1
10
0.8
FLOOR BOXES
20/1
12
0.8
FLOOR BOXES
20/1
14
0.8
FLOOR BOXES
20/1
16
0.5
EF-1
20/1
18
0.5
EF-2
20/1
20
0.5
DDC PANEL
20/1
22
0.5
DATA RACK QUAD
20/1
24
1.0
DRINKING FOUNTAIN
20/1
26
0.8
PROJECTOR / SCREEN
20/1
28
0.5
EX. EXHAUST FAN
20/1
30
0.6
ATTIC LIGHTING
20/1
32
0.0
SPARE
20/1
34
0.0
SPARE
20/1
36
0.0
SPARE
20/1
38
0.0
SPARE
20/1
40
0.0
SPARE
20/1
42
COMMON AREA LEDS
3
20/1
COMMON AREA INCAND.
5
20/1
LTG-TOILET/OFFICES
1.1
7
20/1
DOOR PUSHBUTTON
0.5
9
20/1
FIRE ALARM PANEL
1.0
11
20/1
REMOTE CHILLER (RC)
0.4
13
30/1
HAND DRYER
1.5
15
30/1
HAND DRYER
1.5
17
30/1
HAND DRYER
1.5
19
20/1
EBB (QTY 2)
1.2
21
20/1
EBB (QTY 2)
1.2
23
20/1
EBB (QTY 2)
1.2
25
20/1
EXTERIOR LIGHTING
0.5
27
20/1
EXTERIOR LIGHTING
0.5
29
20/1
EBB (QTY 2)
1.2
31
20/1
EBB (QTY 1)
0.6
20/1
EXTERIOR RECEPTACLES
0.4
35
20/1
SPARE
0.0
37
20/1
SPARE
0.0
39
20/1
SPARE
0.0
41
20/1
SPARE
0.0
5.4
1.3
8.9
8.0
0.0
20/3
PER PHASE (kVA)
B
A
C
2.1
20/1
DEMAND FACTOR
1.00
0.65
Per NEC
0.70
1.00
kVA
kVA
SPARE FACTOR
X
TRIP CKT
AMPS NO.
10 kAIC
LOAD
(kVA)
DESCRIPTION OF LOAD
kVA
kVA
kVA
kVA
kVA
1.0
X
ISOLATED GROUND BUS: NO
1
5.4
2.0
8.9
11.4
0.0
X
MLO
TRIP
AMPS
TOTAL LTG.
TOTAL MISC.
TOTAL REC.
TOTAL AHVAC
TOTAL HTG
RF-1
1.0
REMARKS
250A MCB
MAIN OVERCURRENT PROTECTION:
CKT
NO.
33
1.0
DESCRIPTION OF LOAD
REMARKS
GROUND BUS: YES
REMARKS
LOAD
(kVA)
kVA
kVA
kVA
kVA
kVA
TOTAL BY
PHASE
1.9
1.0
1.8
1.2
2.3
2.3
2.0
1.7
1.7
1.7
1.5
1.3
1.7
1.2
0.4
0.0
0.0
0.0
0.0
9.8
9.4
8.5
A
B
C
DESCRIPTION OF LOAD
TOTAL DEMAND
TOTAL LOAD
27.6
34.6
kVA
kVA
REMARKS
SPARE FACTOR
X
TRIP CKT
AMPS NO.
2
1.25
96 AMPS