Attach_2_Drawings.pdf
PDF 16 MB Posted
- Attached to
- Alter Building 3 for Extreme Computing Facility Federal contract opportunity
- Solicitation number
- FA875119BA001
About this file
Attachment 2 - Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Q&A_Extreme_Computing_Facility_Part_5.docx | DOCX document | |
| Solicitation_Amendment_FA875119BA0010001_SF_30.pdf | ||
| Q&A_Extreme_Computing_Facility_Part_4.docx | DOCX document | |
| Q&A_Extreme_Computing_Facility_Part_3.docx | DOCX document | |
| Q&A_Extreme_Computing_Facility_Part_2.docx | DOCX document | |
| FINAL_SUBMISSION_SUBMITTAL_REGISTRY.pdf | ||
| Colden_17641_Rome_AF_asbestos_lead_report.pdf | ||
| Q&A_1_-__Extreme_Computing_Facility.docx | DOCX document | |
| Attach_4_RRS_Form_31_Request_for_Visit_Authorization.pdf | ||
| Attach_3_Wage_Decision_NY20190013.pdf | ||
| Attach_1_Specifications.pdf | ||
| Solicitation_-_FA875119BA001.pdf |
Show all 12
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
BUILDING B3
BUILDING B2
NKB
N. .______________________________________________________
ARCHITECTURE & ENGINEERING, PC..
K BHANDARI
SHEET SIZE: 24" x 36"
DESIGN FIRM NKB# 16340.06
FO
R A
P
PR
O
VA
L
NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remainsthe property of the licensed professionals who prepared them and may only be used on the project identified below.
Copyright 2018 N.K. BHANDARI, Architecture & Engineering, P.C.
DRAWING NO: SHEET: FACILITY NO:
OF
SHEET
TITLE:
PROJECT TITLE:
Rev. Date Description Drawn Approved
DATE:
BUILDING 3
PROJECT
MANAGER:
PROJECT
NO:
DRAFTER:
Rome Research Site
Air Force Research Laboratory
Rome Research Site, New York
RIO:
RIOCC:
RIOS:
66abw/def:
RIOC:
RIOCO:
RIOF:
USER:
RIOCC:
RIOCV:
DET 4/SE:
USER:DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DESIGNER:
CONSULTANT:
THIS IS A SINGLE PRIME CONTRACT AND ALL DISCIPLINES NEED TO BE COORDINATED.
12/5/2018 10:51:23 AM
1 77G-001 12/12/2018
COVER SHEET
ALTER BUILDING 3 FOR
EXTREME COMPUTING
FACILITY
17-0302AE
KRS
KRS
DBH
ARCHITECT, SITE/ CIVIL ENGINEER, & STRUCTURAL ENGINEER: MECHANICAL, ELECTRICAL, PLUMBING, & FIRE PROTECTION ENGINEER:
N.K. BHANDARI,
ARCHITECTURE & ENGINEERING, P.C.
1005 W. FAYETTE STREET, SUITE 500
SYRACUSE, NEW YORK 13203
315.428.1177
C&S COMPANIES
499 COL. EILEEN COLLINS BLVD
SYRACUSE, NEW YORK 13212
315.455.2000
ALTER BUILDING 3 FOR
EXTREME COMPUTING FACILITY
AIR FORCE RESEARCH LABORATORY
ROME RESEARCH SITE,
ROME, NY 13441
PROJECT NR. ULDF 17-0302AE A/E CONTRACT NO.FA8751-16-D-0002
SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING, DISSEMINATION, OR DISTRIBUTION OF THIS DOCUMENT TO UNAUTHORIZED RECIPIENTS IS PROHIBITED. Do not remove this notice. Properly destroy or return documents when no longer needed.
PROJECT CERTIFICATION:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, THE DRAWINGS AND SPECIFICATIONS WHICH COMPRISE THE CONSTRUCTION DOCUMENTS FOR THE PROJECT ARE IN COMPLIANCE WITH APPLICABLE CODES, INCLUDING THE LATEST EDITIONS OF THE INTERNATIONAL BUILDING CODE AND NFPA 101.
DRAWING LIST
SHEET
NUMBER SHEET NAME
DRAWING
NO.
FIRE ALARM
FA001 SYMBOLS, NOTES AND ABBREVIATIONS 39
FAD101 FIRST FLOOR PLAN - DEMOLITION 40
FA101 FIRST FLOOR PLAN 41
FA102 MEZZANINE PLAN 42
FA103 MEZZANINE PLAN - BUILDING 2 43
FIRE PROTECTION
FP001 SYMBOLS, NOTES AND ABBREVIATIONS 44
FPD101 FIRST FLOOR PLAN (LOWER LEVEL) - DEMOLITION 45
FP101 FIRST FLOOR PLAN 46
FP102 MEZZANINE PLAN (UPPER LEVEL) 47
FP103 MEZZANINE PLAN - BUILDING 2 48
PLUMBING
P-001 SYMBOLS, NOTES AND ABBREVIATIONS 49
P-101 FIRST FLOOR PLAN 50
MECHANICAL
M-001 SYMBOLS, NOTES AND ABBREVIATIONS 51
MD101 FIRST FLOOR DEMOLITION PLAN 52
M-101 FIRST FLOOR DUCTWORK PLAN - BELOW MEZZANINE 53
M-102 FIRST FLOOR DUCTWORK PLAN - ABOVE MEZZANINE 54
M-103 FIRST FLOOR PIPING PLAN - BELOW MEZZANINE 55
M-104 FIRST FLOOR PIPIING PLAN - ABOVE MEZZANINE 56
M-301 MECHANICAL SECTIONS 57
M-401 ENLARGED PARTIAL FIRST FLOOR 58
M-501 DETAILS 59
M-502 DETAILS 60
M-503 DETAILS 61
M-601 SCHEDULES 62
M-602 SCHEDULES 63
ELECTRICAL
E-001 SYMBOLS, NOTES AND ABBREVIATIONS 64
ED101 FIRST FLOOR POWER PLAN- DEMOLITION 65
ED102 FIRST FLOOR LIGHTING PLAN- DEMOLITION 66
E-101 FIRST FLOOR POWER PLAN 67
ET101 FIRST FLOOR COMMUNICATIONS PLAN 68
E-102 FIRST FLOOR LIGHTING PLAN 69
E-103 MEZZANINE PLAN - BUILDING 2 70
E-501 DETAILS 71
E-502 TELECOMMUNICATIONS DETAILS 72
E-601 ONE-LINE DIAGRAM -DEMOLITION 73
E-602 ONE-LINE DIAGRAM 74
E-603 SCHEDULES 75
E-604 SCHEDULES 76
E-605 SCHEDULES 77
Grand total: 77
DRAWING LIST
SHEET
NUMBER SHEET NAME
DRAWING
NO.
GENERAL
G-001 COVER SHEET 1
STRUCTURAL
S-001 STRUCTURAL GENERAL NOTES 2
S-101 FOUNDATION PLAN 3
S-102 FRAMING PLAN 4
S-501 TYPICAL DETAILS 5
S-502 DETAILS 6
S-503 FOUNDATION SECTIONS, DETAILS, AND ELEVATIONS 7
S-504 FRAMING SECTIONS AND DETAILS 8
S-505 FRAMING SECTIONS AND DETAILS 9
ARCHITECTURAL
A-001 GENERAL NOTES, SYMBOLS & ANNOTATIONS 10
A-002 PARTITION TYPES 11
A-003 CODE REVIEW 12
AD101 DEMOLITION FLOOR PLAN 13
AD102 CEILING & MEZZANINE DEMOLITION PLAN 14
AE101 FLOOR PLAN 15
AE102 MEZZANINE PLAN 16
AE103 FIRST FLOOR REFLECTED CEILING PLAN 17
AE104 MEZZANINE REFLECTED CEILING PLAN 18
AE105 BUILDING 2 MEZZANINE RELOCATION PLAN 19
AE302 WALL SECTIONS 20
AE301 BUILDING SECTIONS 21
AE401 ENLARGED PLANS & DETAILS 22
AE402 ENLARGED PLANS & DETAILS 23
AE403 ENLARGED PLANS & DETAILS 24
AE404 INTERIOR ELEVATIONS 25
AE405 INTERIOR ELEVATIONS 26
AE406 INTERIOR ELEVATION 27
AE407 STAIR SECTIONS 28
AE408 BUILDING 2 ENLARGED STAIR PLAN & SECTIONS 29
AE501 DETAILS 30
AE505 LABORATORY SECONDARY FRAMING SYSTEM PLAN 31
AE506 LABORATORY SECONDARY FRAMING SYSTEM
AXONOMETRIC VIEWS
AE601 DOOR & HARDWARE SCHEDULES & DETAILS 33
AE602 ROOM FINISH SCHEDULE & FINISH LEGEND 34
AE603 WINDOW & GLAZING SCHEDULES & DETAILS 35
AE900 INTERIOR VIEWS 36
AI101 FURNITURE AND INTERIOR SIGNAGE PLAN 37
AI102 FLOOR FINISH PLAN 38
LOCATION MAP:PROJECT SITE LOCATION
COLUMN SCHEDULE
FF ELEV FF ELEV
0' - 0" 0' - 0"
T/ MEZZANINE T/ MEZZANINE
15' - 4 1/2" 15' - 4 1/2"
Column Locations
D.8-2.1 D.8-2.2, D5.6-2.2, D5.7(-1' - 2
23/32")-2.1 D4.2-2.5(-0' - 8 1/8")
D4.2-3.2, D4.2-3.3, D4.2-3.4, D4.2-3.6
D5.3-2.5, D5.3-3.2, D5.3-3.5, D5.3-3.6, D5.7-3.2, D5.7-3.5, D5.7-3.6, E1.1-3.3, E1.1-3.4, E1.1-3.6, E1.3-2.5, E1.3-3.5, E1.3-3.6
D5.6-2.3 D5.6-2.5 D5.9-2.3 D5.9-2.5, D5.9-3.2, D5.9-3.5 E1.1-2.5(-0' - 8 1/8") E1.1-3.1
B.O. BP
H S
S X
X
/8
H S
S X
X
/8
B.O. BP B.O. BP
B.O. BP
H S
S X
X
/8
H S
S X
X
/8
B.O. BP
B.O. BP
B.O. BP
H S
S X
X
/8
H S
S X
X
/8
H S
S X
X
/8
H S
S X
X
/8
H S
S X
X
/8
B.O. BP B.O. BP
(+ 1 1/2" )
( -6 3/4" ) ( -6 3/4" ) ( -6 3/4" ) ( -10 3/4" )
T.O. COLUMN ( 9' - 2" )
T.O. COLUMN ( 8' - 3 7/8" )
T.O. COLUMN ( 13' - 9 3/4" ) T.O. COLUMN ( 13' - 9 3/4" )
T.O. COLUMN ( 15' - 2 1/2" ) T.O. COLUMN ( 15' - 4 1/2" ) T.O. COLUMN ( 15' - 4 1/2" ) T.O. COLUMN ( 15' - 2 1/2" ) T.O. COLUMN ( 15' - 2 1/2" )
H S
S X
X
/8
B.O. BP
(+ 1 1/2" )
T.O. COLUMN ( 15' - 2 1/2" )
B.O. BP(+ 1 1/2" )(+ 1 1/2" )(+ 1 1/2" )(+ 1 1/2" )
TYPE(A) TYPE(A) TYPE(B)
TYPE(A) TYPE(A)
TYPE(A)
TYPE(A)
TYPE(C)
TYPE(C)
TYPE(B)
TYPE(A)
( -6 3/4" )
H S
S X
X
/8
T.O. COLUMN ( 15' - 2 1/2" )
STRUCTURAL DESIGN CRITERIA
LOADS
MECHANICAL MEZZANINE
PUBLIC ROOMS & CORRIDORS SERVING THEM
125 PSF
100 PSF
SNOW:
GROUND SNOW LOAD, P
IMPORTANCE FACTOR, I
THERMAL FACTOR, C (HEATED)t t
NA
NA
NA
NA
SLOPED ROOF, DRIFTING & SLIDING NA
SEISMIC:
IMPORTANCE FACTOR, I e 1
0.276g
0.166g
0.184g
0.111g
D
B
S
MS
S
S DS
S
M1
D1
SITE CLASS
SEISMIC DESIGN CATEGORY:
ANALYSIS PROCEDURE:
SEISMIC FORCE-RESISTING SYSTEM & COEFFICIENTS
EQUIVALENT LATERAL FORCE
STEEL STRUCTURE NOT SPECIFICALLY
DETAILED FOR SEISMIC RESISTANCE
RESPONSE MODIFICATION COEFFICIENT, R
OVERSTRENGTH FACTOR, Ω
DEFLECTION AMPLIFICATION FACTOR, C
o d
3.0
3.0
3.0
17K
BASIC WIND SPEED (V)
EXPOSURE CATEGORY
COMPONENTS AND CLADDING
N/A
PROJECT SITE ELEVATION:
DEPTH FOR FROST PROTECTION:
NET ALLOWABLE LOAD BEARING:
466.82 FT
48 INCH
1500 PSF
GEOTECHNICAL PARAMTERS
ASCE 7-2010
IBC - 2015
NYS BUILDING CODE- 2015
CODES
URBAN AND SUBURBAN AREAS,
WOODED AREAS, OR OTHER TERRAIN
WITH NUMEROUS CLOSELY SPACED
OBSTRUCTIONS (ASCE 7-10 para 26.7)
TERRAIN CATEGORY
SURFACE ROUGHNESS B
ALL BUILDINGS AND OTHER
STRUCTURES EXCEPT THOSE LISTED
IN RISK CATEGORY I, III, IV
II
RISK CATEGORY
LIVE:
EXPOSURE OF ROOF
EXPOSURE FACTOR, Ce s
THERMAL FACTOR, C (UNHEATED)
g
FULLY EXPOSED
NA
NA
NA
SNOW LOAD ON FLAT ROOFS, P (HEATED)f
SNOW LOAD ON FLAT ROOFS, P (UNHEATED)f
SITE SPECIFIC PARAMETERS:
S s
S 1 0.069g
0.173g
ORDINARY PLAIN MASONRY
SEISMIC RESPONSE COEFFICIENT, Cs 0.061
SEISMIC BASE SHEAR, V
WIND:
TOPOGRAPHIC FACTOR, K zt N/A
DIRECTIONALITY FACTOR, K
d
N/A
GUST EFFECT FACTOR, G N/A
INTERNAL PRESSURE COEFFICIENT, GC N/Api
DIMENSION, a N/A
ROOFS - INTERIOR ZONE 1 N/A
ROOFS - ENDS ZONE 2 N/A
ROOFS - CORNER ZONE 3 N/A
WALLS - INTERIOR ZONE 4 N/A
WALLS - ENDS ZONE 5 N/A NKB
N. .______________________________________________________
ARCHITECTURE & ENGINEERING, PC..
K BHANDARI
SHEET SIZE: 24" x 36"
DESIGN FIRM NKB# 16340.06
NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remainsthe property of the licensed professionals who prepared them and may only be used on the project identified below.
Copyright 2018 N.K. BHANDARI, Architecture & Engineering, P.C.
DRAWING NO: SHEET: FACILITY NO:
OF
SHEET TITLE:
PROJECT TITLE:
Rev. Date Description Drawn Approved
DATE:
BUILDING 3
PROJECT MANAGER:
PROJECT NO:
DRAFTER:
Rome Research Site
Air Force Research Laboratory
Rome Research Site, New York
RIO:
RIOCC:
RIOS:
66abw/def:
RIOC:
RIOCO:
RIOF:
USER:
RIOCC:
RIOCV:
DET 4/SE:
USER:DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DESIGNER:
CONSULTANT:
THIS IS A SINGLE PRIME CONTRACT AND ALL DISCIPLINES NEED TO BE COORDINATED.
12/17/2018 12:36:21 PM
2 77S-001 12/12/2018
STRUCTURAL GENERAL
NOTES
ALTER BUILDING 3 FOR
EXTREME COMPUTING
FACILITY
17-0302AE
WPM
CAN
DBH
GENERAL CONSTRUCTION NOTES
1. DESIGN CONSTRUCTION AND SAFETY SHALL CONFORM TO ALL LOCAL, STATE AND OWNER SPECIFIC CODES, INCLUDING (BUT NOT LIMITED TO) THE “INTERNATIONAL BUILDING CODE 2015 (IBC)", THE NFPA 101 LIFE SAFETY CODE, LATEST REVISION, ANSI A117.1 - LATEST REVISION, OSHA,"DoD UNIFIED FACILITIES GUIDE SPECIFICATIONS" - LATEST REVISION, AND ANY OTHER CODES GOVERNED BY THE JURISDICTION IN WHICH THIS
PROJECT IS BEING CONSTRUCTED
2. THIS CONTRACT REQUIRES COMPLETE, FINISHED WORKABLE PROJECT OF THE AREAS INDICATED BY THE CONTRACT DOCUMENTS, AND SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO COMPLETE, REGARDLESS OF WHETHER OR NOT ALL WORK OR EACH ITEM IS SPECIFICALLY
INDICATED ON ANY OTHER PORTION OF THE DRAWINGS AND/OR NOTES.
3. WHERE MATERIALS REFERENCED ON DRAWINGS, OR NECESSARY TO COMPLETE THE WORK OF THIS CONTRACT ARE NOT SPECIFIED HEREIN, PROVIDE BEST QUALITY MATERIAL. WHERE MATERIALS ARE INTENDED TO MATCH EXISTING, PROVIDE CLOSEST POSSIBLE MATCH, SUBJECT TO OWNER'S APPROVAL. ALL ITEMS AND WORK ON DRAWINGS ARE NEW, UNLESS INDICATED EXISTING. ALL WORK WHICH HAS BEEN DAMAGED SHALL BE REPAIRED TO A “NEW CONDITION,” OR WHERE THE STRUCTURAL INTEGRITY HAS BEEN AFFECTED, ITEMS SHALL BE REPLACED AT NO
COST TO THE OWNER.
4. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL SITE, FIELD AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, NOTIFY THE CONSTRUCTION MANAGER AND
ARCHITECT/ENGINEER AND REQUEST CLARIFICATION.
5. DRAWINGS MAY NOT INDICATE ALL DEMOLITION/REMOVALS. CONTRACTOR SHALL REFER TO DRAWINGS, SPECIFICATIONS AND VERIFY FIELD CONDITIONS TO DETERMINE FULL SCOPE AND PARTICULARS OF REMOVALS AS REQUIRED FOR AND COORDINATED WITH THE NEW WORK PRIOR TO BIDDING WORK. VERIFY AND CONFIRM WITH OWNER WHICH ITEMS ARE TO BE SAVED FOR OWNER’S USE OR REINSTALLATION BY
CONTRACTOR.
6. WHERE CONSTRUCTION OR ITEMS HAVE BEEN INFILLED, REMOVED AND/OR DISTURBED FOR INSTALLATION OF NEW WORK, CAUSING THE EXPOSURE OF UNFINISHED AND/OR DAMAGED SURFACES, RESULTING SURFACES AND INFILLED SURFACES SHALL BE RECONSTRUCTED WITH MATERIALS TO MATCH FINISHED AREAS. ALL ABANDONED OPENINGS (I.E., DUCT/PIPE REMOVALS, ETC.) AT WALLS, ROOF OR FLOOR TO BE
INFILLED SOLID.
7. WHERE CONSTRUCTION RESULTS IN DEPRESSIONS AND/OR UNEVEN FLOOR CONDITIONS, PATCH, LEVEL AND FEATHER AREAS AS REQUIRED TO
PROVIDE UNIFORMITY OF NEW FLOORING.
8. WORK IS REQUIRED IN VARIOUS PORTIONS OF THE FACILITY TO EXECUTE WORK OF OTHER TRADES (I.E. ELECTRICAL, MECHANICAL). ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS, WORK IS REQUIRED IN THESE AREAS CONSISTING OF PLACEMENT OF CEILINGS, WALLS, FINISHES, PAVEMENT AND OTHER CONSTRUCTION AS NECESSARY TO PERFORM WORK AND RESTORE THESE SPACES OR AREAS TO ORIGINAL CONDITIONS.
9. CONTRACTOR SHALL OBTAIN FROM OWNER ALL REQUIREMENTS FOR INSTALLATION OF OWNER PROVIDED EQUIPMENT INCLUDING ROUGHING DIAGRAMS, INSTALLATION INSTRUCTIONS, ELECTRICAL SCHEMATICS, TEMPLATES, LAYOUTS AND DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER, WELL COORDINATED INSTALLATION. PRIOR TO ROUGH-IN OF SERVICES, CONFER WITH OWNER EXACT LOCATION OF
ALL ITEMS.
10. CONTRACTOR SHALL COORDINATE THE WORK WITH EACH TRADE SO THAT THE WORK AND SCHEDULE ARE NOT IMPEDED. SCHEDULE WORK PROGRESS THROUGHOUT THE ENTIRE PROJECT TO PREVENT CONFLICTS AND INTERFERENCES. OBTAIN ALL NECESSARY INFORMATION SUCH AS SIZES, LOCATIONS, TEMPLATES, LAYOUT, DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER AND WELL COORDINATED INSTALLATION. PRIOR TO INSTALLATION OF ITEMS, VERIFY AND CONFIRM WITH EACH TRADE EXACT LOCATION OF ALL ITEMS
11. ALL PENETRATIONS THROUGH FLOORS AND FULL HEIGHT WALLS TO BE FIRE STOPPED. ALL GAPS AND JOINTS AT RATED FLOORS, ROOFS AND WALL TO BE FIRE AND SMOKE STOPPED. GAPS AND JOINTS INCLUDE (BUT ARE NOT LIMITED TO) TOP OF WALL TO FLOOR OR ROOF DECK WALL TO BEAMS, AND CONTROL OR EXPANSION JOINTS. FIRE STOPPING INCLUDES BOTH FORM OR PACKING MATERIAL AND THE FILL, VOID OR CAVITY
MATERIAL.
12. INTERIOR AND EXTERIOR CONCRETE SLABS SHALL BE SEPARATED FROM ANY VERTICAL SURFACE WITH AN ISOLATION JOINT. ALL SLAB ON-GRADE (CONTROL, EXPANSION, CONSTRUCTION (COLD), ETC.) JOINTS TO RECEIVE SEALANT. ALL EXTERIOR SLABS TO SLOPE TO DRAIN AWAY FROM
BUILDING AT 1/8” PER 1’-0” UON.
13. ALL DRAWINGS INDICATED AS GENERAL APPLY TO ENTIRE PROJECT, INCLUSIVE OF ALL BUILDINGS.
GENERAL STRUCTURAL STEEL NOTES
1 STRUCTURAL STEEL SHALL BE AS FOLLOWS EXCEPT AS OTHERWISE NOTED:
STRUCTURAL SHAPES - ASTM A992 (Fy = 50KSI) STRUCTURAL TUBES - ASTM A500 (Fy = 46KSI) GRADE B STRUCTURAL PIPE - ASTM A501 (Fy = 36KSI) OR ASTM A53, TYPE E OR S, GRADE B (Fy = 36KSI) STRUCTURAL BARS, ANGLES, AND PLATES - ASTM A36 (Fy =36KSI
2 STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION'S "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND
BRIDGES" AND THE SPECIFICATIONS. REF SPECS FOR SHOP DRAWING REQUIREMENTS.
3 FABRICATE AND ERECT ALL STRUCTURAL STEEL WITH RESIDUAL MILL CAMBER UPWARDS U.O.N..
4 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AND SHALL NOTIFY ARCH/ENG OF
ALL DISCREPANCIES PRIOR TO STARTING WORK
5 CONTRACTOR SHALL USE EXTREME CARE AND PROVIDE ADD'L PROTECTION TO SAFEGUARD THE EXISTING STRUCTURE FROM DAMAGE AND / OR FIRE DURING ALL CONSTRUCTION ACTIVITIES AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO DEMOLITION, ERECTION, INSTALLATION, REINFORCEMENT, WELDING, ETC.
6 ALL WELDING SHALL COMPLY WITH THE AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE A1.1. ALL WELDING SHALL BE PERFORMED BY AWS QUALIFIED OPERATORS USING E70XX ELECTODES.
REMOVE ALL DIRT, GREASE, PAINT AND BURRS WITHIN 3" OF ALL WELDS.
SPECIAL INSPECTIONS - A . CONTRACTORS RESPONSIBILITY
1. TO FACILITATE SPECIAL INSPECTION AND TESTING SERVICES, THE CONTRACTOR SHALL:
2. FURNISH TO THE SPECIAL INSPECTOR SUCH SAMPLES OF MATERIALS AS MAY BE NECESSARY
FOR TESTING PURPOSES.
3. FURNISH SUCH CASUAL LABOR, EQUIPMENT AND FACILITIES AS IS NECESSARY TO OBTAIN
AND HANDLE SAMPLES AT THE PROJECT.
4. ADVISE THE SPECIAL INSPECTOR SUFFICIENTLY IN ADVANCE OF OPERATIONS TO ALLOW FOR
COMPLETION OF TESTS AND FOR THE ASSIGNMENT OF PERSONNEL.
5. PROVIDE AND MAINTAIN, FOR THE SOLE USE OF THE SPECIAL INSPECTOR, ADEQUATE
FACILITIES FOR SAFE STORAGE AND PROPER CURING OF CONCRETE TEST CYLINDERS ON
THE PROJECT SITE FOR THE FIRST 24 HOURS AS REQUIRED BY ASTM C31-69.
6. MAINTAIN RECORDS AT THE PROJECT SITE SHOWING THE DATE AND EXTENT OF EACH
CONCRETE PLACEMENT.
7. PROVIDE SAFE ACCESS TO ITEMS TO BE INSPECTED AND/OR TESTED. THIS INCLUDES
SHEETING AND LADDERS FOR DEEP EXCAVATION; SCAFFOLDING AND LADDERS FOR
INSPECTION AND TESTING OF SUPERSTRUCTURE ITEMS.
8. IF ANY PORTION OF THE WORK SHOWS LOW TEST RESULTS, EVIDENCE OF DETRIMENTAL
PLACING OR CURING CONDITIONS, THE OWNER MAY REQUIRE ADDITIONAL TESTING,
COMPACTION, CORED SAMPLES OR RE-WELDING AT THE CONTRACTOR'S EXPENSE.
9. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
B. STEEL CONSTRUCTION INSPECTIONS
1. THE SPECIAL INSPECTOR SHALL PERFORM AN INSPECTION OF THE STEEL FRAME TO VERIFY
COMPLIANCE
2. MATERIAL VERIFICATION REQUIRED AS FOLLOWS:
a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED
CONSTRUCTION DOCUMENTS.
b. MANUFACTURER'S CERTIFIED MILL TEST REPORTS.
c. WELD FILLER MATERIALS: MATERIAL VERIFICATION REQUIRED
3. PERIODIC INSPECTIONS DURING TASK ARE REQUIRED FOR:
a. INSTALLATION OF HIGH-STRENGTH BOLTS
b. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS
c. BEARING-TYPE CONNECTIONS
4. WELDING INSPECTIONS REQUIRED AS FOLLOWS:
a. COMPLETE AND PARTIAL PENETRATION GROOVE WELDS: CONTINUOUS INSPECTIONS.
b. MULTI-PASS FILLET WELDS: CONTINUOUS INSPECTIONS.
c. SINGLE-PASS FILLET WELDS GREATER THAN 5/16 INCH: CONTINUOUS INSPECTIONS.
d. SINGLE-PASS FILLET WELDS LESS THAN 5/16 INCH: PERIODIC INSPECTIONS.
e. FLOOR AND DECK WELDS: PERIODIC INSPECTIONS.
C. CONCRETE CONSTRUCTION INSPECTIONS
1. PERIODIC INSPECTIONS DURING TASK ARE REQUIRED FOR:
a. INSPECTION OF REINFORCING STEEL
b. VERIFYING USE OF REQUIRED DESIGN MIX
c. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES
2. CONTINUOUS INSPECTIONS DURING TASK ARE REQUIRED FOR:
a. SAMPLING FRESH CONCRETE AND PERFORMING SLUMP, AIR CONTENT AND DETERMINING THE
TEMPERATURE OF FRESH CONCRETE AT THE TIME OF MAKING SPECIMENS FOR STRENGTH TEST.
b. CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.
CONTRACTOR RESPONSIBILITIES
1. CONTRACTOR SHALL DETERMINE EXISTING MATERIALS, CONDITIONS AND DIMENSIONS BY VISITING THE SITE.
VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING AND/OR FABRICATING MATERIAL. DIMENSIONS ON
DRAWINGS ARE REPRESENTIVE ONLY.
2. CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN HEREIN WITH ARCHITECTURAL PLANS, SECTIONS, AND DETAILS PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE AND SHALL
NOTIFY ARCHITECT/ ENGINEER IN WRITING OF DISCREPANCIES.
3. CONTRACTOR SHALL FIELD LOCATE AND VERIFY GEOMETRY OF ALL EXISTING STRUCTURAL MEMBERS AND COORDINATE WITH CONTRACT DRAWINGS. IF DISCREPANCIES ARE FOUND NOTIFY ARCHITECT/ ENGINEER IN
WRITING.
4. COORDINATE STRUCTURAL WORK WITH ALL OTHER TRADES.
5. CONTRACTOR IS RESPONSIBLE FOR ENSURING THE STRUCTURE IS STABLE UNTIL ALL STRUCTURAL ELEMENTS
ARE INSTALLED PER DOCUMENTS.
6. DO NOT SCALE DRAWINGS
CONCRETE NOTES
1. CAST-IN-PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST AMERICAN CONCRETE
INSTITUTE ACI-301, 305, 306, 315, 318, AND 347. LATEST EDITIONS
2. COMPRESSIVE STRENGTH OF CONCRETE IN 28 DAYS:
a. FOOTINGS: 3,500 PSI
b. FOUNDATIONS AND PIERS 4,000 PSI
c. SLAB-ON-GRADE: 4,500 PSI
3. SEE SPECIFIACTION FOR ADDITIONAL REQUIREMENTS
4. PROVIDE 3" REINFORCING STEEL COVER WHERE CAST AGAINST AND EXPOSED TO EARTH
5. PROVIDE 2" REINFORCING STEEL COVER WHERE FORMED, BUT EXPOSED TO EARTH.
6. REINFORCING BAR SPLICES AND EMBEDMENT LENGTH ARE TO CONFORM TO THE LATEST CRSI
HANDBOOK COMPLYING WITH ACI 318 CODE OF LATEST ISSUE, UNLESS OTHERWISE NOTED.
SHOP DRAWINGS
1. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS
2. THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN
ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW
3. FABRICATOR SHALL CLOUD ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT
DOCUMENTS.
4. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY DEVIATIONS FROM CONTRACT
DOCUMENTS AT ANYTIME BEFORE OR AFTER SHOP DRAWING REVIEW
5. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP
DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR
6. USE OF ENGINEERING DRAWINGS AS ERECTION DRAWINGS BY CONTRACTOR IS STRICTLY
PROHIBITED
STRUCTURAL DRAWINGS LIST
Sheet Number Sheet Name Sheet Issue
Date Drawing #
S-001 STRUCTURAL GENERAL NOTES 12/12/2018 2
S-101 FOUNDATION PLAN 12/12/2018 3
S-102 FRAMING PLANS 12/12/2018 4
S-501 TYPICAL DETAILS 12/12/2018 5
S-502 TYPICAL AND FRAMING DETAILS 12/12/2018 6
S-503 FOUNDATION SECTIONS, DETAILS AND ELEVATIONS 12/12/2018 7
S-504 FRAMING SECTIONS AND DETAILS 12/12/2018 8
S-505 FRAMING SECTIONS AND DETAILS 12/12/2018 9
DN
URTZ CO NF ERE NC E RO OM
ELEC
CO M M
PROTOCOL
BREA K R OOM
T E
A M
IN
G
R O
O M
M E
C H
A N
C A
L R
O O
M
E
LE
C T
R
IC
R O
O M
C O
M M
U N
IC
A
T
IO
N S
R O
O M
T E
A M
IN
G
R O
O M
C O
M M
U N
IC
A
T
IO
N S
R O
O M
O P
E R
A T
IO
N
A L
IN
F
O R
M A
T
IO
N M
A N
A G
E M
E N
T D
E V
E
LO
P M
E N
T L
A B
O R
A T
O R
Y
(IM
LO
B
B Y
S E
C U
R
IT
Y
LA
W
E N
F O
R C
E M
E N
T D
E S
K
C O
N F
E R
E N
C E
R O
O M
(R
IT
-1
C O
M M
R
O O
M
S T
O R
A G
E
S T
O R
A G
E
M E
C H
A N
C A
L R
O O
M
B R
E A
K R
O O
M
C O
N F
E R
E N
C E
R O
O M
(R
IE
-1
S P
R N
K
LR
T E
A M
IN
G
R O
O M
T E
A M
IN
G
R O
O M
C O
M M
U N
IC
A
T
IO
N S
R O
O M
T E
A M
IN
G
R O
O M
M E
N 'S
R O
O M
W O
M E
N 'S
R O
O M
B
LA
C K
E
LE
C T
R
IC
R O
O M
R E
D E
LE
C
T R
IC
R
O O
M
B R
E A
K R
O O
M
B
LA
C K
C O
M M
R
O O
M R
E D
C O
M M
R
O O
M
S S
O A
U D
IT
O
R
IU
M
M E
N 'S
R O
O M
W O
M E
N 'S
R O
O M
B
LA
C K
C O
M M
R
O O
M
R E
D C
O M
M
R O
O M
B R
E A
K R
O O
M
S E
N S
IT
IV
E C
O M
P A
R T
M E
N T
E D
IN
F
O R
M A
T
IO
N F
A C
IL
IT
Y (S
S O
C O
R P
O R
A T
E C
O
LL
A T
E R
A L
F A
C
IL
IT
Y
(C C
F
C C
F A
U D
IT
O
R
IU
M
C O
M M
. R O
O M
C O
M M
. R O
O M
T E
A M
IN
G
R O
O M
T E
A M
IN
G
R O
O M
S T
O R
A G
E
E
LE
C T
R
IC
R O
O M
LO
A
D
IN
G D
O C
K
LI
B
R A
R Y
C O
M M
R
O O
M C
O M
M
R O
O M
C O
M M
R
O O
M
LO
B
B Y
B
LA
C K
R O
O M
C O
M M
R
O O
M
S T
O R
A G
E
C O
N F
E R
E N
C E
R O
O M
(Q U
A D
Q U
A D
C O
N F
E R
E N
C E
B R
E A
K O
U T
W E
S T
Q U
A D
C O
N F
E R
E N
C E
B R
E A
K O
U T
E A
S T
Q U
A D
K
IT
C H
E N
C A
N T
E E
N
S T
O R
A G
E
S P
R
IN
K
LE
RS
P
R N
K
LR
B R
E A
K R
O O
M
JA
N
IT
O
R
W O
M E
N 'S
R O
O M
JA
N
IT
O
R
M E
N 'S
R O
O M
E
LE
C T
R
IC
R O
O M
S T
O R
A G
E
S T
O R
A G
E C
O M
M
R O
O M
A F
R L/
R R
S H
A
LO
H A
LO
S P
R N
K
LR
S P
R N
K
LR
C O
N F
E R
E N
C E
R O
O M
(R
IS
-2
S P
R N
K
LR
S T
O R
A G
E
E
LE
C T
R
IC
R O
O M
W O
M E
N 'S
R O
O M
M E
N 'S
R O
O M
JA
N
IT
O
R
IN
N
O V
A T
IO
N
A T
T R
A C
T O
R
C O
N F
E R
E N
C E
R O
O M
(R
IS
-1
S P
R N
K
LR
K
IT
C H
EN
E
T T
E
C O
M M
A N
D
C O
N T
R O
L C
O N
C E
P T
C E
N T
E R
(C 2C
C
LA
B
S T
O R
A G
E
K
IT
C H
EN
E
T T
E
B
LA
C K
C O
M M
R
O O
M
R E
D C
O M
M
R O
O M
E N
T R
Y
C O
N F
E R
E N
C E
R O
O M
IN
N
O V
A T
IO
N
A T
T R
A C
T O
R
C O
N F
E R
E N
C E
R O
O M
(R
IE
-2
M E
C H
A N
C A
L R
O O
M W O
M E
N 'S
R O
O M
M E
N 'S
R O
O M
B R
E A
K R
O O
M
JA
N
IT
O
R
S P
R N
K
LR
E
LE
C T
R
IC
R O
O M S
P R
N K
LR
M E
C H
A N
C A
L R
O O
M
M E
C H
A N
C A
L R
O O
M
M E
C H
A N
C A
L R
O O
M
W O
M E
N 'S
R O
O M
M E
N 'S
R O
O M
JA
N
IT
O
R
C O
M M
R
O O
M
E
LE
C T
R
IC
R O
O M
E
LE
C T
R
IC
R O
O M
C O
N F
E R
E N
C E
R O
O M
(R
IG
-1
C O
N F
E R
E N
C E
R O
O M
(R
IG
-2
K
IT
C H
EN
E
T T
E
S P
R N
K
LR
S T
O R
A G
E
N E
T W
O R
K C
E N
T R
IC
IN
T E
R O
P E
R A
B
IL
IT
Y
IN
T E
G R
A T
IO
N
F A
C
IL
IT
Y
(N C
IIF
C O
M M
R
O O
M
E
LE
C T
R
IC
R O
O M
E
LE
C T
R
IC
R O
O M
M E
C H
A N
IC
A
L R
O O
M
IN
T
E G
R A
T E
D
IN
T E
LL
E
G E
N C
E
IN
N O
V A
T
IO
N F
A C
IL
IT
Y
M E
C H
A N
IC
A
L R
O O
M
E
LE
C T
R
IC
R O
O M
C O
M M
R
O O
M
C O
M M
R
O O
M
W O
M E
N 'S
R O
O M
JA
N
IT
O
R
M E
N 'S
R O
O M
B R
E A
K R
O O
M
S P
R N
K
LR
C O
M M
R
O O
MW
O
M E
N 'S
R O
O M
M E
N 'S
R O
O M
LO
A
D
IN
G D
O C
K
A D
P E
O F
F
IC
E
S H
IP
P
IN
G
R
E C
E
IV
IN
G
JA
N
IT
O
R
LA
B
C O
M M
R
O O
M T
E A
M
IN
G R
O O
M T
E A
M
IN
G R
O O
M
E
LE
C T
R
IC
R O
O M
M E
C H
A N
IC
A
L R
O O
M
S P
R N
K
LR
W O
M E
N 'S
R O
O M
JA
N
IT
O
R
M E
N 'S
R O
O M
C O
N F
E R
E N
C E
R O
O M
(S O
U T
H L
O B
B Y
V E
S T
IB
U
LELO
B
B Y
B R
E A
K R
O O
M
E
LE
C T
R
IC
R O
O M
E
LE
C T
R
IC
R O
O M
C O
M M
R
O O
M C
O M
M
R O
O M
V E
S T
IB
U
LE
T E
A M
IN
G
R O
O M
(J
W E
S T
T
E A
M
IN
G R
O O
M (J
E
A S
T
C Y
B E
R O
P E
R A
T
IO
N S
T E
C H
N O
LO
G
Y F
A C
IL
IT
Y (C
O T
F
C O
M M
A N
D
C O
N T
R O
L T
E C
H N
O
LO
G Y
C E
N T
E R
(C 2T
C
IN
T
E R
O P
E R
A B
IL
IT
Y
IN
T
E G
R A
T
IO
N F
A C
IL
IT
Y (I2
F
IN
F
O R
M A
T
IO
N A
S S
U R
A N
C E
S C
IE
N
C E
T
E C
H N
O
LO
G Y
F A
C
IL
IT
Y
N A
N O
-C O
M P
U T
IN
G
C
O M
P U
T A
T
IO
N A
L
IN
T E
LL
IG
E N
C E
F A
C
IL
IT
Y
Q U
A N
T U
M C
O M
M U
N
IC
A T
IO
N
S
LA
B O
R A
T O
R Y
Q U
A N
T U
M C
O M
P U
T
IN
G
LA
B O
R A
T O
R Y
R A
D
IO
F R
E Q
U E
N C
Y T
E C
H N
O
LO
G Y
C E
N T
E R
C O
R P
O R
A T
E R
E S
E A
R C
H
D E
V E
LO
P
M E
N T
S E
R V
E R
F A
C
IL
IT
Y
(C R
D S
F
A D
V A
N C
E D
C O
M P
U T
IN
G
A P
P
LI
C A
T
IO
N S
L A
B O
R A
T O
R Y
S U
IT
E
E
V A
U
LT
D R
. H A
N S
O N
R E
S E
A R
C H
F A
C
IL
IT
Y
(D H
R F
CORRIDOR 4
A
-F
C O
R R
ID
O
R A
W es t
U p t o
J 6-
K i5-G
D
-E
C O
R R
ID
O
R i
M e c h a ni c a l A b o v e
E x it
H
-K
O v e rh e a d D o o r i5-B i5-F i5-C i5-D i5-E
S u it e
A
A
-E
A
-D A
-C
A
-A
A
-B
S u it e
A
A
-A
A
-B
S u it e
A
A
-A
A
-B
A
-C
A
-D
A
-E
A
-G
A
-H
A
-J
A
-K
A
-L
A
-M A
-iA
-F
A
-A
A
-C A
-B
A
-G
A
-F
A
-H
A
-A
C O
R R
ID
O
R A
C O
R R
ID
O
R A
S u it e
A
A
-A
E x it
S u it e
A
A
-A
A
-B A
-C
A
-D A
-F
A
-G
A
-H A
-i
A
-E
A
-J E x it
S u it e
B
B
-AB
-A
B
-B
B
-C
B
-D
B
-E
B
-F B
-G
B
-H
B
-J B
-K
B
-L B
-M
B
-N
B
-A B
-B
B
-C
B
-C B
-E
B
-F
S u it e
B
B
-A
B
-B
CORRIDOR 5
CORRIDOR 7
S u it e
B
B
-A
B
-B
C O
R R
ID
O
R B
C O
R R
ID
O
R B
C O
R R
ID
O
R B
S u it e
C
C
-A
C
-B
S u it e
C
C
-B
C
-A
C
-C
C
-D
C
-E
C
-F
C -F
C -F
C
-G
C
-H
C
-J
C
-K
C -L
C
-i
C
-M C
-N
C
-OC
-P
C
-Q
C
-R C
-S C
-TC
-U C
-V C -W
C
-X
C
-Y
C
-J a n
S u it e
C
C
-A
C
-B
CORRIDOR 2
CORRIDOR 3
C
-C
C
-A
C
-B
C
-C C
-J a n
C
-D
C
-E
S u it e
C
C
-A
S u it e
C
C
-E
C
-A
C
-B
C
-C
C
-D
C
-F C
-G
C
-H
C
-i
C
-J
C
-K C
-L
C
-M
C
-N
C
-O C
-P
C
-Q
C
-S
C
-T C
-U
C
-V
C -R
M e z za n in e
C -W
S u it e
C
C
-A
C
-B C
-C
C
-D C
-E
C
-J a n
E x it
CORRIDOR 8
S u it e
D
D
-A
D
-B
D
-C
D
-D
D
-E
D
-F
D
-G
D
-A D
-A
D
-B
D
-C
D
-C
CORRIDOR 4
S u it e
D
D
-A
D
-B
D
-C
D
-D
D
-F
D
-G D
-H
D
-i
CORRIDOR 5
C O
R R
ID
O
R C
C O
R R
ID
O
R C
C O
R R
ID
O
R D
C O
R R
ID
O
R D
C O
R R
ID
O
R D
D
-D
S u it e
D
D
-A
D
-B D
-B
D
-C D
-D
D
-H
E x it
E x it
S u it e
E
E
-A
E
-B
E
-D
E
-C
CORRIDOR 1
S u it e
E
E
-B
E
-A
E
-C E
-D
E
-E E
-F
E
-G E
-H
E
-i
E
-J a n
E
-J
E
-K
E
-L
C O
R R
ID
O
R E
W es t
S u it e
E
E
-A
E
-B
S u it e
E
E
-A
E
-B E
-C
E
-D E
-F
E
-E
E
-G
E
-H
E
-i
C O
R R
ID
O
R E
C O
R R
ID
O
R E
C O
R R
ID
O
R E
S u it e
E
E
-A
E
-B
E
-C E
-J a n
S u it e
E
E
-A E
-B
E
-C E
-D
E
-E
E
-F
S u it e
E
E
-A
CORRIDOR 8
E
-B
S u it e
F
F
-A
F
-B
F
-C
F
-D
F
-E F
-B
F
-C
S u it e
F
F
-A F
-B
F
-C
F
-D
F
-E
F
-F
F
-G
F
-H F
-M
F
-A
F
-A
F
-B
F
-C
F
-D
F
-J a n
S u it e
F
F
-A
F
-B
F
-C
F
-D
C O
R R
ID
O
R F
C O
R R
ID
O
R F
S u it e
F
F
-i
F
-A
F
-B F
-C
F
-D F
-E
F
-F
F
-G F
-H F
-J
F
-K
F
-H F
-E
F
-J
F
-i
F
-K
CORRIDOR 7 CORRIDOR 7CORRIDOR 7
G
-A
F
-B
G
-C E x it
S u it e G
G
-A
G
-A
G
-B
G
-C
G
-D G
-E
G
-F
G
-G G
-H
C O
R R
ID
O
R G
C O
R R
ID
O
R G
CORRIDOR 5
CORRIDOR 6
S u it e G
G
-A
S u it e G
G
-A
S u it e
H
H
-A
H
-H H
-G
CORRIDOR 4.5
S u it e
H
H
-A
H
-J
C O
R R
ID
O
R H
C O
R R
ID
O
R H
S u it e
H
H
-A
S u it e
H
H
-A
H
-B
H
-C H
-D
H
-E
H
-F
H
-J
H -L
S u it e
H
H
-A
H
-B
H
-C E x it
E x it
E x it
E x it
S u it e i4 i4 -B i4 -A i4 -A i4 -C
CORRIDOR 4 CORRIDOR 4
S u it e i5 i5 -A i5 -J i5 -K i5 -H i5 -L
CORRIDOR 5 CORRIDOR 5
S u it e i6 i6 -A
S u it e i7 i7 -A i7 -B i7 -C
S u it e J
J
-A
J
-B J
-C J
-D J
-E
J
-F C
O R
R
ID
O R
J
J
-A J
-B
S u it e J
J
-C
J
-C
J
-A
J
-B
J
-A
J
-D
CORRIDOR 4
S u it e J
J
-J
J
-A
J
-B
J
-C
J
-D J
-E
J
-F
J
-G
J
-H
J
-i
J
-K
J -L
J -L
J
-N
J
-O
J
-M
J
-J
S u it e J
J
-A
J
-B
J
-C
J
-D
J
-E J
-F
J
-G
J
-H
J
-i
J
-M
J
-J M e z za n in e
J
-K M e z za n in e
U p t o
J 6-
J
K
-A
K
-B
K
-F
K
-D
K
-G K
-E
S u it e
K
K
-B
K
-A
K
-C K
-D
K
-E K
-G
C O
R R
ID
O
R J
S u it e
K
K
-A
K
-B
K
-C
K
-D
E x it
E x it
E x it
E x it
E x it
E x it
E x it
E x itE x it
E x it
E x it
E x it
E x it
E x it
E x it
E x it
O v e rh e a d D o o r
O v e rh e a d D o o r
O v e rh e a d D o o r
O v e rh e a d D o o r
O v e rh e a d D o o r
O v e rh e a d D o o r
E x it
E x it
S u it e
F
F
-A
A
-B
D N
SLOPE 1:12
H.C. RAMP
SLOPE 1:12
H.C. RAMP
R
A M
P
«RAMP »
UP
UP
R
A M
P
R
A M
P
EXE1EXD4 EXD5 D5.7 EXF1E1.3 D5.9
2.5
EX 3
3.4
3.5
3.6
3.7
5' - 9" 27' - 6" 4' - 3 1/2"
2' - 6"
5' - 2 1/4" 18' - 4 15/16" 9' - 3 7/8" 14' - 11" 3' - 1"
2' - 9 1/2"
5' - 0 1/2"
11 1/2"
/8
/8
/8
/8
/8
/4
/4
/4
/2
/1
SF2 F1 F1
F2
F1
F1
F1
F1 F2
F2
F1
F1
F1F1
F1
F1F1SF2 SF2 SF2
SF2
F1 F1
F1
F1
D5.3E1.1 99' - 9"
E1.2D4.2
F1
/8
3.2
3.3
2.4
8" MIN
FOUNDATION PLAN NOTES:
1. THE PROJECT DATUM ELEVATION FOR THE STRUCTURAL DRAWINGS EQUALS THE TOP OF FIRST FLOOR CONCRETE SLAB ON GRADE AT REFERENCE ELEVATION +0'-0". COORDINATE WITH SITE/CIVIL DRAWINGS FOR THE SITE SURVEY ELEVATION AND CORRESPONDING BENCHMARK.
2. DIMENSIONS SHOWN ON THE PLANS ARE GENERALLY MEASURED TO THE FACE OF FOUNDATION WALL, COLUMN CENTERLINES, OR PROJECT LAYOUT LINES. THE CONTRACTOR SHALL COORDINATE ALL DOOR AND OPENING LOCATIONS AND SIZES WITH THE ARCHITECTURAL DRAWINGS.
THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS MARKED THUS * WITH THE TRADES INVOLVED.
3. CONCRETE GENERAL NOTES APPLY TO FOOTINGS, FOUNDATION WALLS, AND CONCRETE SLAB ON GRADE.
STEE
L
C O
LU
M N
3.1
2.3
D.8
S-503
EX 4
EX 4.1
S-503
EXIST FTG
TO REMAIN
CUT AND REMOVE
FTG AS REQUIRED
S-503
EXIST FTG
EXIST FTG
EXG1
EXIST FTG
EX5
EXIST FTG EXIST FTG EXIST FTG
EXIST FTG
PROVIDE FTG EXTENSION
IF EDGE OF EXIST FTG TO
COLUMN CL IS LESS THAN 12", V.I.F.
EX1
FIELD LOCATE SLAB CUT
AND REMOVE EXIST S.O.G.
AS REQUIRED. REPLACE S.O.G.
TO MATCH EXIST AT NEW
FTG LOCATIONS. PROVIDE #3
DWLS PER DETAILS, TYP.
PROVIDE ADEQUATE
SHORING AND BRACING AT
EXIST CMU PRIOR TO ANY
DEMO WORK, TYP
HAND EXCAVATE MATERIAL FOR
NEW FOOTINGS MAINTAIN MINIMAL
UNDER MINING OF EXIST WALL FND
D5.6
2.2
2.1
1' - 10 1/4"
1' - 2 3/4"
T.O. FTG ( -8" )
S-503
/8
F2 F2
S-503
S-501
TYP
S-501
S
EE
S C H E D U
LE
, T
YP
T.O. FTG ( -8" )
T.O. FTG ( -8" )
T.O. FTG ( -8" )
T.O. FTG ( -8" )
T.O. FTG ( -8" ) T.O. FTG ( -8" )
T.O. FTG ( -8" )
T.O. FTG ( -8" )
T.O. FTG ( -8" )
T.O. FTG ( -8" ) T.O. FTG ( -8" )
T.O. FTG ( -8" )
T.O. FTG ( -8" )
T.O. FTG ( -8" )
T.O. FTG ( -8" )
T.O. FTG ( -8" )T.O. FTG ( -8" )
T.O. FTG ( -8" )
T.O. FTG ( -8" )
T.O. FTG ( -8" )
T.O. FTG ( -8" )T.O. FTG ( -8" )
T.O. FTG ( -8" )
T.O. FTG ( -8" )T.O. FTG ( -8" )
MATCH EXIST
FTG ELEVATION
T/FTG TO MATCH
T/EXIST SOG
FIELD LOCATE SLAB CUT
AND REMOVE EXIST S.O.G.
AS REQUIRED. REPLACE S.O.G.
TO MATCH EXIST AT NEW
FTG LOCATIONS. PROVIDE #3
DWLS PER DETAILS, TYP.
S-501
AREA OF WORK
NKB
N. .______________________________________________________
ARCHITECTURE & ENGINEERING, PC..
K BHANDARI
SHEET SIZE: 24" x 36"
DESIGN FIRM NKB# 16340.06
FO
R A
PP
R O
VA
L
NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remainsthe property of the licensed professionals who prepared them and may only be used on the project identified below.
Copyright 2018 N.K. BHANDARI, Architecture & Engineering, P.C.
DRAWING NO: SHEET: FACILITY NO:
OF
SHEET TITLE:
PROJECT TITLE:
Rev. Date Description Drawn Approved
DATE:
BUILDING 3
PROJECT MANAGER:
PROJECT NO:
DRAFTER:
Rome Research Site
Air Force Research Laboratory
Rome Research Site, New York
RIO:
RIOCC:
RIOS:
66abw/def:
RIOC:
RIOCO:
RIOF:
USER:
RIOCC:
RIOCV:
DET 4/SE:
USER:DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DESIGNER:
CONSULTANT:
THIS IS A SINGLE PRIME CONTRACT AND ALL DISCIPLINES NEED TO BE COORDINATED.
12/17/2018 12:36:23 PM
3 77S-101 12/12/2018
FOUNDATION PLAN
ALTER BUILDING 3 FOR
EXTREME COMPUTING
FACILITY
17-0302AE
WPM
CAN
DBH
1/8" = 1'-0"S-101
A FOUNDATION PLAN
FOOTING SCHEDULE
MARK LENGTH WIDTH FTG DEPTH REINFORCING
F1 3' - 6" 3' - 6" 18" (4) #5 BARS E.W.
F2 3' - 6" 2' - 0" 12" (4) #5 BARS TRANS & (3) #5 BARS LONG
SF2 2' - 0" 12" (3) #5 BARS CONT & #4 TRANS 4'-0" O.C.
KEY PLAN
DN
URTZ CO NF ERE NC E RO OM
ELEC
CO M M
PROTOCOL
BREA K R OOM
T E
A M
IN
G
R O
O M
M E
C H
A N
C A
L R
O O
M E
LE
C
T R
IC
R
O O
M C
O M
M U
N
IC
A T
IO
N
S R
O O
M
T E
A M
IN
G
R O
O M
C O
M M
U N
IC
A
T
IO
N S
R O
O M
O P
E R
A T
IO
N
A L
IN
F
O R
M A
T
IO
N M
A N
A G
E M
E N
T D
E V
E
LO
P M
E N
T L
A B
O R
A T
O R
Y
(IM
LO
B
B Y
S E
C U
R
IT
Y
LA
W
E N
F O
R C
E M
E N
T D
E S
K
C O
N F
E R
E N
C E
R O
O M
(R
IT
-1
C O
M M
R
O O
M
S T
O R
A G
E
S T
O R
A G
E
M E
C H
A N
C A
L R
O O
M
B R
E A
K R
O O
M
C O
N F
E R
E N
C E
R O
O M
(R
IE
-1
S P
R N
K
LR
T E
A M
IN
G
R O
O M
T E
A M
IN
G
R O
O M
C O
M M
U N
IC
A
T
IO
N S
R O
O M
T E
A M
IN
G
R O
O M
M E
N 'S
R O
O M
W O
M E
N 'S
R O
O M
B
LA
C K
E
LE
C T
R
IC
R O
O M
R E
D E
LE
C
T R
IC
R
O O
M
B R
E A
K R
O O
M
B
LA
C K
C O
M M
R
O O
M R
E D
C O
M M
R
O O
M
S S
O A
U D
IT
O
R
IU
M
M E
N 'S
R O
O M
W O
M E
N 'S
R O
O M
B
LA
C K
C O
M M
R
O O
M
R E
D C
O M
M
R O
O M
B R
E A
K R
O O
M
S E
N S
IT
IV
E C
O M
P A
R T
M E
N T
E D
IN
F
O R
M A
T
IO
N F
A C
IL
IT
Y (S
S O
C O
R P
O R
A T
E C
O
LL
A T
E R
A L
F A
C
IL
IT
Y
(C C
F
C C
F A
U D
IT
O
R
IU
M
C O
M M
. R O
O M
C O
M M
. R O
O M
T E
A M
IN
G
R O
O M
T E
A M
IN
G
R O
O M
S T
O R
A G
E
E
LE
C T
R
IC
R O
O M
LO
A
D
IN
G D
O C
K
LI
B
R A
R Y
C O
M M
R
O O
M C
O M
M
R O
O M
C O
M M
R
O O
M
LO
B
B Y
B
LA
C K
R O
O M
C O
M M
R
O O
M
S T
O R
A G
E
C O
N F
E R
E N
C E
R O
O M
(Q U
A D
Q U
A D
C O
N F
E R
E N
C E
B R
E A
K O
U T
W E
S T
Q U
A D
C O
N F
E R
E N
C E
B R
E A
K O
U T
E A
S T
Q U
A D
K
IT
C H
E N
C A
N T
E E
N
S T
O R
A G
E
S P
R
IN
K
LE
RS
P
R N
K
LR
B R
E A
K R
O O
M
JA
N
IT
O
R
W O
M E
N 'S
R O
O M
JA
N
IT
O
R
M E
N 'S
R O
O M
E
LE
C T
R
IC
R O
O M
S T
O R
A G
E
S T
O R
A G
E C
O M
M
R O
O M
A F
R L/
R R
S H
A
LO
H A
LO
S P
R N
K
LR
S P
R N
K
LR
C O
N F
E R
E N
C E
R O
O M
(R
IS
-2
S P
R N
K
LR
S T
O R
A G
E
E
LE
C T
R
IC
R O
O M
W O
M E
N 'S
R O
O M
M E
N 'S
R O
O M
JA
N
IT
O
R
IN
N
O V
A T
IO
N
A T
T R
A C
T O
R
C O
N F
E R
E N
C E
R O
O M
(R
IS
-1
S P
R N
K
LR
K
IT
C H
EN
E
T T
E
C O
M M
A N
D
C O
N T
R O
L C
O N
C E
P T
C E
N T
E R
(C 2C
C
LA
B
S T
O R
A G
E
K
IT
C H
EN
E
T T
E
B
LA
C K
C O
M M
R
O O
M
R E
D C
O M
M
R O
O M
E N
T R
Y
C O
N F
E R
E N
C E
R O
O M
IN
N
O V
A T
IO
N
A T
T R
A C
T O
R
C O
N F
E R
E N
C E
R O
O M
(R
IE
-2
M E
C H
A N
C A
L R
O O
M W O
M E
N 'S
R O
O M
M E
N 'S
R O
O M
B R
E A
K R
O O
M
JA
N
IT
O
R
S P
R N
K
LR
E
LE
C T
R
IC
R O
O M S
P R
N K
LR
M E
C H
A N
C A
L R
O O
M
M E
C H
A N
C A
L R
O O
M
M E
C H
A N
C A
L R
O O
M
W O
M E
N 'S
R O
O M
M E
N 'S
R O
O M
JA
N
IT
O
R
C O
M M
R
O O
M
E
LE
C T
R
IC
R O
O M
E
LE
C T
R
IC
R O
O M
C O
N F
E R
E N
C E
R O
O M
(R
IG
-1
C O
N F
E R
E N
C E
R O
O M
(R
IG
-2
K
IT
C H
EN
E
T T
E
S P
R N
K
LR
S T
O R
A G
E
N E
T W
O R
K C
E N
T R
IC
IN
T E
R O
P E
R A
B
IL
IT
Y
IN
T E
G R
A T
IO
N
F A
C
IL
IT
Y
(N C
IIF
C O
M M
R
O O
M
E
LE
C T
R
IC
R O
O M
E
LE
C T
R
IC
R O
O M
M E
C H
A N
IC
A
L R
O O
M
IN
T
E G
R A
T E
D
IN
T E
LL
E
G E
N C
E
IN
N O
V A
T
IO
N F
A C
IL
IT
Y
M E
C H
A N
IC
A
L R
O O
M
E
LE
C T
R
IC
R O
O M
C O
M M
R
O O
M
C O
M M
R
O O
M
W O
M E
N 'S
R O
O M
JA
N
IT
O
R
M E
N 'S
R O
O M
B R
E A
K R
O O
M
S P
R N
K
LR
C O
M M
R
O O
MW
O
M E
N 'S
R O
O M
M E
N 'S
R O
O M
LO
A
D
IN
G D
O C
K
A D
P E
O F
F
IC
E
S H
IP
P
IN
G
R
E C
E
IV
IN
G
JA
N
IT
O
R
LA
B
C O
M M
R
O O
M T
E A
M
IN
G R
O O
M T
E A
M
IN
G R
O O
M
E
LE
C T
R
IC
R O
O M
M E
C H
A N
IC
A
L R
O O
M
S P
R N
K
LR
W O
M E
N 'S
R O
O M
JA
N
IT
O
R
M E
N 'S
R O
O M
C O
N F
E R
E N
C E
R O
O M
(S O
U T
H L
O B
B Y
V E
S T
IB
U
LELO
B
B Y
B R
E A
K R
O O
M
E
LE
C T
R
IC
R O
O M
E
LE
C T
R
IC
R O
O M
C O
M M
R
O O
M C
O M
M
R O
O M
V E
S T
IB
U
LE
T E
A M
IN
G
R O
O M
(J
W E
S T
T
E A
M
IN
G R
O O
M (J
E
A S
T
C Y
B E
R O
P E
R A
T
IO
N S
T E
C H
N O
LO
G
Y F
A C
IL
IT
Y (C
O T
F
C O
M M
A N
D
C O
N T
R O
L T
E C
H N
O
LO
G Y
C E
N T
E R
(C 2T
C
IN
T
E R
O P
E R
A B
IL
IT
Y
IN
T
E G
R A
T
IO
N F
A C
IL
IT
Y (I2
F
IN
F
O R
M A
T
IO
N A
S S
U R
A N
C E
S C
IE
N
C E
T
E C
H N
O
LO
G Y
F A
C
IL
IT
Y
N A
N O
-C O
M P
U T
IN
G
C
O M
P U
T A
T
IO
N A
L
IN
T E
LL
IG
E N
C E
F A
C
IL
IT
Y
Q U
A N
T U
M C
O M
M U
N
IC
A T
IO
N
S
LA
B O
R A
T O
R Y
Q U
A N
T U
M C
O M
P U
T
IN
G
LA
B O
R A
T O
R Y
R A
D
IO
F R
E Q
U E
N C
Y T
E C
H N
O
LO
G Y
C E
N T
E R
C O
R P
O R
A T
E R
E S
E A
R C
H
D E
V E
LO
P
M E
N T
S E
R V
E R
F A
C
IL
IT
Y
(C R
D S
F
A D
V A
N C
E D
C O
M P
U T
IN
G
A P
P
LI
C A
T
IO
N S
L A
B O
R A
T O
R Y
S U
IT
E
E
V A
U
LT
D R
. H A
N S
O N
R E
S E
A R
C H
F A
C
IL
IT
Y
(D H
R F
CORRIDOR 4
A
-F
C O
R R
ID
O
R A
W es t
U p t o
J 6-
K i5-G
D
-E
C O
R R
ID
O
R i
M e c h a ni c a l A b o v e
E x it
H
-K
O v e rh e a d D o o r i5-B i5-F i5-C i5-D i5-E
S u it e
A
A
-E
A
-D A
-C
A
-A
A
-B
S u it e
A
A
-A
A
-B
S u it e
A
A
-A
A
-B
A
-C
A
-D
A
-E
A
-G
A
-H
A
-J
A
-K
A
-L
A
-M A
-iA
-F
A
-A
A
-C A
-B
A
-G
A
-F
A
-H
A
-A
C O
R R
ID
O
R A
C O
R R
ID
O
R A
S u it e
A
A
-A
E x it
S u it e
A
A
-A
A
-B A
-C
A
-D A
-F
A
-G
A
-H A
-i
A
-E
A
-J E x it
S u it e
B
B
-AB
-A
B
-B
B
-C
B
-D
B
-E
B
-F B
-G
B
-H
B
-J B
-K
B
-L B
-M
B
-N
B
-A B
-B
B
-C
B
-C B
-E
B
-F
S u it e
B
B
-A
B
-B
CORRIDOR 5
CORRIDOR 7
S u it e
B
B
-A
B
-B
C O
R R
ID
O
R B
C O
R R
ID
O
R B
C O
R R
ID
O
R B
S u it e
C
C
-A
C
-B
S u it e
C
C
-B
C
-A
C
-C
C
-D
C
-E
C
-F
C -F
C -F
C
-G
C
-H
C
-J
C
-K
C -L
C
-i
C
-M C
-N
C
-OC
-P
C
-Q
C
-R
C
-S C
-TC
-U C
-V C -W
C
-X
C
-Y
C
-J a n
S u it e
C
C
-A
C
-B
CORRIDOR 2
CORRIDOR 3
C
-C
C
-A
C
-B
C
-C C
-J a n
C
-D
C
-E
S u it e
C
C
-A
S u it e
C
C
-E
C
-A
C
-B
C
-C
C
-D
C
-F C
-G
C
-H
C
-i
C
-J
C
-K C
-L
C
-M
C
-N
C
-O C
-P
C
-Q
C
-S
C
-T C
-U
C
-V
C -R
M e z za n in e
C -W
S u it e
C
C
-A
C
-B C
-C
C
-D C
-E
C
-J a n
E x it
CORRIDOR 8
S u it e
D
D
-A
D
-B
D
-C
D
-D
D
-E
D
-F
D
-G
D
-A D
-A
D
-B
D
-C
D
-C
CORRIDOR 4
S u it e
D
D
-A
D
-B
D
-C
D
-D
D
-F
D
-G D
-H
D
-i
CORRIDOR 5
C O
R R
ID
O
R C
C O
R R
ID
O
R C
C O
R R
ID
O
R D
C O
R R
ID
O
R D
C O
R R
ID
O
R D
D
-D
S u it e
D
D
-A
D
-B D
-B
D
-C D
-D
D
-H
E x it
E x it
S u it e
E
E
-A
E
-B
E
-D
E
-C
CORRIDOR 1
S u it e
E
E
-B
E
-A
E
-C E
-D
E
-E E
-F
E
-G E
-H
E
-i
E
-J a n
E
-J
E
-K
E
-L
C O
R R
ID
O
R E
W es t
S u it e
E
E
-A
E
-B
S u it e
E
E
-A
E
-B E
-C
E
-D E
-F
E
-E
E
-G
E
-H
E
-i
C O
R R
ID
O
R E
C O
R R
ID
O
R E
C O
R R
ID
O
R E
S u it e
E
E
-A
E
-B
E
-C E
-J a n
S u it e
E
E
-A E
-B
E
-C E
-D
E
-E
E
-F
S u it e
E
E
-A
CORRIDOR 8
E
-B
S u it e
F
F
-A
F
-B
F
-C
F
-D
F
-E F
-B
F
-C
S u it e
F
F
-A F
-B
F
-C
F
-D
F
-E
F
-F
F
-G
F
-H F
-M
F
-A
F
-A
F
-B
F
-C
F
-D
F
-J a n
S u it e
F
F
-A
F
-B
F
-C
F
-D
C O
R R
ID
O
R F
C O
R R
ID
O
R F
S u it e
F
F
-i
F
-A
F
-B F
-C
F
-D F
-E
F
-F
F
-G F
-H F
-J
F
-K
F
-H F
-E
F
-J
F
-i
F
-K
CORRIDOR 7 CORRIDOR 7CORRIDOR 7
G
-A
F
-B
G
-C E x it
S u it e G
G
-A
G
-A
G
-B
G
-C
G
-D G
-E
G
-F
G
-G G
-H
C O
R R
ID
O
R G
C O
R R
ID
O
R G
CORRIDOR 5
CORRIDOR 6
S u it e G
G
-A
S u it e G
G
-A
S u it e
H
H
-A
H
-H H
-G
CORRIDOR 4.5
S u it e
H
H
-A
H
-J
C O
R R
ID
O
R H
C O
R R
ID
O
R H
S u it e
H
H
-A
S u it e
H
H
-A
H
-B
H
-C H
-D
H
-E
H
-F
H
-J
H -L
S u it e
H
H
-A
H
-B
H
-C E x it
E x it
E x it
E x it
S u it e i4 i4 -B i4 -A i4 -A i4 -C
CORRIDOR 4 CORRIDOR 4
S u it e i5 i5 -A i5 -J i5 -K i5 -H i5 -L
CORRIDOR 5 CORRIDOR 5
S u it e i6 i6 -A
S u it e i7 i7 -A i7 -B i7 -C
S u it e J
J
-A
J
-B J
-C J
-D J
-E
J
-F C
O R
R
ID
O R
J
J
-A J
-B
S u it e J
J
-C
J
-C
J
-A
J
-B
J
-A
J
-D
CORRIDOR 4
S u it e J
J
-J
J
-A
J
-B
J
-C
J
-D J
-E
J
-F
J
-G
J
-H
J
-i
J
-K
J -L
J -L
J
-N
J
-O
J
-M
J
-J
S u it e J
J
-A
J
-B
J
-C
J
-D
J
-E J
-F
J
-G
J
-H
J
-i
J
-M
J
-J M e z za n in e
J
-K M e z za n in e
U p t o
J 6-
J
K
-A
K
-B
K
-F
K
-D
K
-G K
-E
S u it e
K
K
-B
K
-A
K
-C K
-D
K
-E K
-G
C O
R R
ID
O
R J
S u it e
K
K
-A
K
-B
K
-C
K
-D
E x it
E x it
E x it
E x it
E x it
E x it
E x it
E x itE x it
E x it
E x it
E x it
E x it
E x it
E x it
E x it O v e rh e a d
D o o r
O v e rh e a d D o o r
O v e rh e a d D o o r
O v e rh e a d D o o r
O v e rh e a d D o o r
O v e rh e a d D o o r
E x it
E x it
S u it e
F
F
-A
A
-B
D
NSLOPE 1:12
H.C. RAMP
SLOPE 1:12
H.C. RAMP
R
A M
P
«RAMP »
UP
UP
R
A M
P
R
A M
P
EXE1EXD4 EXD5 D5.7 EXF1E1.3 D5.9
2.5 2.5
EX 3
3.4 3.4
3.5
3.6 3.6
3.7
D5.3E1.1 E1.2D4.2
3.2 3.2
3.3
2.4
5' - 9" 27' - 6" 4' - 3 1/2"
2' - 6"
5' - 2 1/4" 18' - 4 15/16" 9' - 3 7/8" 14' - 11" 3' - 1"
2' - 9 1/2"
5' - 0 1/2"
11 1/2"
/8
/8
/8
/8
/8
/4
/4
/4
/2
/1
/1
37' - 6 1/2" 7' - 8 1/4" 27' - 8 3/4" 26' - 9 1/2"
W18X50
(-0' - 2")
W21X50
(-0' - 2")
W
X
-0
W21X50
(-0' - 2")
W21X50
(-0' - 2")
W21X50 (-0' - 2")
W10X54
(-0' - 2")
W
X
-0
W
X
-0
W21X50
(-0' - 2")
C
X
W X
W
X
-0
W
X
-0
W
X
-0
W
X
-0
W
X
-0
W
X
-0
W
X
-0
W
X
-0
W
X
-0
W
X
-0
W21X50
(-0' - 2")
W18X50
(-0' - 2")
W18X50
(-0' - 2")
W
X
-0
W
X
-0
W
X
-0
W
X
-0
W
X
-0
W
X
-0
W16X40 (-0' - 2")
W16X40 (-0' - 2")
W16X40 (-0' - 2")
W
X
-1
W X
W
X
-0
W
X
-0
W
X
-0
W14X26 (-0' - 2") HSS12X6X3/8
W16X40 (-0' - 2")
W16X40 (-0' - 2")
W16X40 (-0' - 2") W21X50 (-0' - 2")
W
X
-0
W X
W X
W X
W
X
-1
W16X40 (-0' - 2")
W16X40 (-0' - 2")
W16X40 (-0' - 2")
W
X
-1
W X
W X
W
X
-1
W X
W X
W X
W
X
-0
W
X
-0
W16X40 (-0' - 2")
W16X40 (-0' - 2")
W16X40 (-0' - 2")
W16X40 (-0' - 2")
W X
W X
W X
W
X
-0
W
X
-0
W
X
-0
W
X
-0
W
X
-0
W
X
-0
W
X
-0
W
X
-0
W
X
-0
W
X
-0
W
X
-0
W8X24
(-0' - 2")
W10X54
(-0' - 2")
W10X54
(-0' - 2")
W
X
-0
W
X
-0
W
X
-0
W10X54
(-0' - 2")
W10X54
(-0' - 2")
X-BRACE
X-BRACE
X -B
R A
C E
X -B
R A
C E
X-BRACE
X-BRACE
X -B
R A
C E
X -B
R A
C E
W X
W X
W X
W X
2" METAL GRATING
FRAMING PLAN NOTES:
1. T.O. GRATING AT ELEVATION 15'-4 1/2" ABOVE F.F.
2. T.O. STEEL REFERENCED FROM T.O. GRATING ELEVATION WITH (+) OR (-).
3. MEZZANINE GRATING: INTERSTATE GRATING 8-W-4 1 1/4" x 3/16" W/ BANDING ON
ALL EDGES AND OPENINGS OR APPROVED SIMILAR.
3.1 3.1
S-504
W
X
-0
C
X
.9
2.3
D.8
/8
37' - 6 1/2"
/8
/4
/2
10' - 3 7/8"
EXIST
REINF CMU WALL
5' - 2 1/4"
V.I.F.
5' - 1 11/16"
W
X
-0
W
X
-0
EXIST MECH CAT WALK
EX 4
EX 4.1
EX5
S-504
S-504
S-504
S-504
S-504
S-505
S-505
S-504
S-504
S-504
S-504
S-504
S-504
S-504
S-504
MECH DUCT
OPENING AT MEZZ
COORD W/ MECH DWGS, TYP
S-504
CANT
4' - 6"
S-5034
S-503
(6k) (6k) (6 k
EX1
S-502
MECH LOUVER COORD
SIZE WITH MEP DWGS.
(6 k
(6 k
(6k) (6k)
(6 k
(6 k )(6 k
(8 k
(8 k
(6 k
(6 k
(10k) (10k)
(25k)(25k)(10k)(10k)
(6k)(6k)(6k)(6k)
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6k)
(6k) (6k)
(6 k
(6 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(1 k
(8 k
(8 k
(6k) (6k)
(4 k
(4 k
(8 k
(8 k ) (6k)
(6k)(6k)(25k)(25k)(45k)(45k)
(8 k
(8 k ) (6k)(6k)
(1 k
(1 k
(8 k
(8 k
(8 k
(8 k
(8k)(8k)(8k)
(6 k
(6 k
(6k)(6k)(10k)(10k)
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6k)(6k)
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6k)(6k)
(6k)(6k)
(6k)(6k)
(6k)(6k)
(6k)(6k)
(6k)(6k)
(6k)(6k)
(6k)(6k)
(6k)(6k)
(6k)(6k)
(6k)(6k)
(6k)(6k)
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
(6 k
SEE NOTE 3
(6 k
W
X
-0
W
X
-0
(6 k
(6 k
(6 k
S-502
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W X
(0
W X
(0
W
X
W
X
L6X4X5/16
C
X
W14X26 (-0' - 2")
S T
R
IN
G E
R
D5.6
2.2
2.1
S T
R
IN
G E
R
C
X
.9
W10X54
(-6' - 2 1/2")
W X
/2
W10X54
(-6' - 2 1/2")
W X
/2
5' - 10 1/2"
BEAM CL OFFSET
5 1/4" FIELD VERIFY
W
X
W
X
PROVIDE TRANSITION PLATE AS
REQUIRED AT EXIST CATWALK
EXIST PIPES FIELD VERIFY
CUT AND REMOVE EXIST
EXTERIOR WALL AS REQUIRED.
FOR LOUVER OPENING COORD
SIZE AND LOCATION W/ MEP DWGS
S-504
S-501
TYP
EXIST STEEL JOIST, V.I.F.EXIST STEEL BEAM BELOW, V.I.F.
W8X18
H S S 3X
3X 1/
H S S 3X
3X 1/
4 H
SS
3X 3X
1/4
FIELD LOCATE POST TO
AVOID CONFLICT W/ EXIST
CONDUITS, WIRES AND PIPES
PROVIDE CLIP
FROM W8 TO
EXIST CONC
COLUMN
PROVIDE L3x3x1/4 ANGLE FRAME @ EXIST JOIST
MATCH EXIST CATWALK FRAME SUPPORT. FIELD
VERIFY GEOMETRY.
FIELD LOCATE HSS POST
EACH END OF EXIST BM
C A
N T
C A
N T
PROVIDE TRANSITION PLATE AS
REQUIRED AT EXIST CATWALK
AREA OF WORK
EXE1EXD4
EX5
33' - 3" ± V.I.F.
H S
S X
X
/8
L6X4X5/16
L6X4X5/16FAN UNIT
SEE MECH DWGS
EXIST CONC BEAM
EXIST CONC BEAM
E X
IS
T
C O
N C
F R
A M
E
E X
IS
T
C O
N C
F R
A M
E
COORD FRAME
LOCATION WITH MECH
DWGS AND MANUF
S-502
S-502
F
IE
L D
M E
A S
U R
E
NKB
N. .______________________________________________________
ARCHITECTURE & ENGINEERING, PC..
K BHANDARI
SHEET SIZE: 24" x 36"
DESIGN FIRM NKB# 16340.06
FO
R A
PP
R O
VA
L
NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remainsthe property of the licensed professionals who prepared them and may only be used on the project identified below.
Copyright 2018 N.K. BHANDARI, Architecture & Engineering, P.C.
DRAWING NO: SHEET: FACILITY NO:
OF
SHEET TITLE:
PROJECT TITLE:
Rev. Date Description Drawn Approved
DATE:
BUILDING 3
PROJECT MANAGER:
PROJECT NO:
DRAFTER:
Rome Research Site
Air Force Research Laboratory
Rome Research Site, New York
RIO:
RIOCC:
RIOS:
66abw/def:
RIOC:
RIOCO:
RIOF:
USER:
RIOCC:
RIOCV:
DET 4/SE:
USER:DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DESIGNER:
CONSULTANT:
THIS IS A SINGLE PRIME CONTRACT AND ALL DISCIPLINES NEED TO BE COORDINATED.
12/17/2018 12:36:24 PM
4 77S-102 12/12/2018
FRAMING PLANS
ALTER BUILDING 3 FOR
EXTREME COMPUTING
FACILITY
17-0302AE
WPM
CAN
DBH
1/8" = 1'-0"S-102
A FRAMING PLAN
KEY PLAN
1/4" = 1'-0"S-102
B ROOF FRAMING PLAN AT FAN UNIT
B. SIMPLE BEAM (MID
BEAM)
A. SIMPLE BEAM
(COLUMN)
3/4" DIA. BOLTS
(SEE NOTE 3)
STEEL BEAM
MIN 1/4
TYP
1/2" MAX
SEAL
WELD
1/4" CAP PLATE AT
HSS (1/2" AT BAR
JOIST SUPPORT)
STEEL BEAM
2 1/4" MAX
SHEAR PLATE (MIN 1/2")
OR DOUBLE ANGLE
CONNECTIONS.
(SEE NOTE 2)
STEEL BEAM
STEEL BEAM
MIN
1/4
STEEL COLUMN
TYP
3/4" DIA. BOLTS
(SEE NOTE 3)
SHEAR PLATE (MIN 3/8")
OR DOUBLE ANGLE
CONNECTIONS.
(SEE NOTE 2)
NOTES:
1. INTENT OF THESE DETAILS IS TO PROVIDE TYPICAL FRAMING INFORMATION
FOR CONDITIONS NOT SPECIFICALLY COVERED BY SPECIFIC SECTIONS OR
DETAILS ELSEWHERE.
2. USE SHEAR PLATES WITH MOMENT CONNECTIONS. USE DOUBLE ANGLE OR
THRU SHEAR PLATES CONNECTIONS FOR ALL OTHER PERIMETER COLUMN
LOCATIONS. SHEAR PLATES WELDED TO WEB OF BEAM TO BE 5/8" THICK
FOR W27 BEAMS AND LARGER.
3. DESIGN CONNECTIONS IN ACCORDANCE WITH AISC FOR REACTIONS
INDICATED ON PLANS UNLESS OTHERWISE NOTED. WHERE REACTIONS
ARE NOT SHOWN, THE CONNECTION SHALL BE DESIGNED FOR 50% OF THE
TOTAL ALLOWABLE UNIFORM LOAD ON THE SPAN PER THE LATEST EDITION
OF THE AISC MANUAL OR 6 kips, WHICHEVER IS LARGER. PROVIDE AT LEAST
AS MANY BOLTS AS SHOWN ON THE SECTIONS AND DETAILS.
1/4
COLUMN, SEE PLAN
ISOLATION JOINT
3"
SEE PLAN & SCHEDULE
FOR FOOTING SIZE & REINFORCING
S C
H E
D
S.O.G.
MATCH EXIST
T.O. FOOTING ELEV.
(SEE FOUND. PLAN)
FIN. FLOOR EL. 0'-0"
1/2 DIA ROD
X-BRACE
3/8" GUSSET PLATE
W/ (2) 3/4" DIA BOLTS
ROD CLEVIS W/
REQUIRED BOLT
CL
HSS STEEL COLUMN
SEE PLAN & SCHED
V.I.F.
VARIES
CLIP ANGLE
SHOP WELDED, TYP
NOTES:
1. GUSSET PLATE GEOMETRY VARIES COORDINATE SIZES WITH FRAMING
MEMBERS, REFER TO FRAMING PLAN.
CL
HSS STEEL COLUMN
SEE PLAN & SCHED
VARIES
3/8" GUSSET PLATE
W/ (2) 3/4" DIA BOLTS
EACH LEG
1/2" DIA ROD
X-BRACE
STEEL BEAM
SEE PLAN
NOTES:
1. GUSSET PLATE GEOMETRY VARIES COORDINATE SIZES WITH FRAMING
MEMBERS, REFER TO FRAMING PLAN.
ROD CLEVIS W/
REQUIRED BOLT
CLIP ANGLE W/
(2) 3/4" DIA BOLTS
CLIP ANGLE
SHOP WELDED, TYP
COLUMN
SEE PLAN
SCHEDULE
3/4" CAP PLATE W/
(4) 3/4" DIA BOLTS
SEE PLAN
STEEL BEAM
SEE PLAN
(2) 3/8" FITTED STIFFENER
PLATES EA SIDE OF WEB
CL
STEEL BEAM
SEE PLAN
STEEL BEAM
SEE PLAN
STEEL BEARING
PLATE 1/2"x6"x6"
(2) 1/2 DIA x6"
HEADED STUDS
(2) COURSES x 2 FT.
WIDE GROUTED
CORES
GROUT POCKET
SOLID AFTER
INSTALL, TYP
1/4 3
TYP
EXIST CMU
1/2"
NOTES:
1. PROVIDE SHORING AT EXISTING CMU WALL AS
REQUIRED PRIOR TO ANY DEMO WORK
SEE PLAN & SCHEDULE
FOR FOOTING SIZE & REINFORCING
S C
H E
D
S.O.G.
MATCH EXIST
T.O. FOOTING ELEV.
(SEE FOUND. PLAN)
FIN. FLOOR EL. 0'-0"
8" CMU WALL
W/ #5 VERT BARS
@ 48" O.C.
HOOK DOWEL
MATCH WALL REINF
SIZE AND SPACING
ALTERNATE DIRECTION GROUT CELL SOLID
AT REINFORCING
CONCRETE SLAB-ON-GRADE (S.O.G.)
W/ 6x6 W2.9/W2.9 W.W.M.
M
IN
COMPACTED STRUCTURAL
GRANULAR FILL
M
IN6
CFS STUDS,
BACK TO BACK,
FULL HEIGHT
ALTERNATE NOTCH
AS REQUIRED FOR
ROD X-BRACE
ROD X-BRACE
STEEL COLUMN
SEE SCHEDULE
CFS STUDS,
BACK TO BACK,
FULL HEIGHT
ALTERNATE NOTCH
AS REQUIRED FOR
ROD X-BRACE
ROD X-BRACE
CL
SECTION - N.T.S.
L 4x4x1/4
L 4x4x1/4
L x x /4
L x x /4
SEE MECH. DWGS
FOR OPENING
SIZES
SEE PLAN FOR BEAM SPACING
NOTE:
1. COORDINATE OPENING SIZE AND LOCATIONS WITH MECHANICAL DRAWINGS.
PLAN
C
CL CL
STEEL BEAM
SEE PLAN, TYP
MEZZ GRATING
SEE PLAN
L4x4x1/4
STEEL BEAM
SEE PLAN, TYP
SHIM AS REQ'D
@ 6" O.C.
SECTION
1/4
1/4
SEE PLAN FOR BEAM SPACING
CL CL
COLUMN,
SEE PLAN
BASEPLATE, SEE
DETAIL FOR SIZE
1/4" LEVELING PLATE
3/4" NON-SHRINK GROUT
3/4" DIA
DRILL & EPOXY ANCHORS
FIN. FLOOR
ELEVATION
(SEE FOUND. PLAN)
T.O. CONCRETE PIER
ELEV.
(SEE FOUND. PLAN)
CONCRETE
FOOTING
CL
CL
CL
/2
/2
1 1/2" 1 1/2"
EQ EQ
E Q
E Q
12"
TYPE(A) INTERIOR HSS6x6 COLUMN 12" x 3/4" x 1'-0" BASE PLATE
(4) - 3/4" DIA ANCHOR BOLTS
CL
CL
1 1/2" 3" 4 1/2" 4 1/2" 3" 1 1/2"
EQ EQ
E Q
E Q
18"
TYPE(B) INTERIOR HSS5x5 COLUMN 18" x 3/4" x 0'-6" BASE PLATE
(4) - 3/4" DIA ANCHOR BOLTS
CL
CL
/2
/2
1 1/2" 1 1/2"
EQ EQ
E Q
E Q
10"
TYPE(C) INTERIOR HSS6x6 COLUMN 14" x 3/4" x 0'-10" BASE PLATE
(4) - 3/4" DIA ANCHOR BOLTS
FF ELEV
0' - 0"
CL
COLUMN,
SEE PLAN
BASEPLATE, SEE
DETAIL FOR SIZE
1/4" LEVELING PLATE
1 1/4" NON-SHRINK GROUT
3/4" DIA
DRILL & EPOXY ANCHORS.
MIN 5" EMBEDMENT
EXIST S.O.G.
TO REMAIN.
FIELD VERIFY
THICKNESS
NKB
N. .______________________________________________________
ARCHITECTURE & ENGINEERING, PC..
K BHANDARI
SHEET SIZE: 24" x 36"
DESIGN FIRM NKB# 16340.06
FO
R A
PP
R O
VA
L
NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remainsthe property of the licensed professionals who prepared them and may only be used on the project identified below.
Copyright 2018 N.K. BHANDARI, Architecture & Engineering, P.C.
DRAWING NO: SHEET: FACILITY NO:
OF
SHEET TITLE:
PROJECT TITLE:
Rev. Date Description Drawn Approved
DATE:
BUILDING 3
PROJECT MANAGER:
PROJECT NO:
DRAFTER:
Rome Research Site
Air Force Research Laboratory
Rome Research Site, New York
RIO:
RIOCC:
RIOS:
66abw/def:
RIOC:
RIOCO:
RIOF:
USER:
RIOCC:
RIOCV:
DET 4/SE:
USER:DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DESIGNER:
CONSULTANT:
THIS IS A SINGLE PRIME CONTRACT AND ALL DISCIPLINES NEED TO BE COORDINATED.
12/17/2018 12:36:25 PM
5 77S-501 12/12/2018
TYPICAL DETAILS
ALTER BUILDING 3 FOR
EXTREME COMPUTING
FACILITY
17-0302AE
WPM
CAN
DBH
3/4" = 1'-0"S-501
4 TYPICAL SECTION @ INTERIOR COLUMN FOOTING
3/4" = 1'-0"S-501
7 ROD X-BRACE BASE CONNECTION
3/4" = 1'-0"S-501
8 ROD X-BRACE CONNECTION AT BEAM
3/4" = 1'-0"S-501
12 TYPICAL CANTILEVER BEAM
3/4" = 1'-0"S-501
11 TYPICAL BEAM BEARING ON EXISTING CMU
1/2" = 1'-0"S-501
10 TYPICAL FRAMING DETAILS
3/4" = 1'-0"S-501
5 TYPICAL INTERIOR CMU WALL FOUNDATION
3/4" = 1'-0"S-501
3 TYPICAL S.O.G.
3/4" = 1'-0"S-501
6 CFS STUD WALL AT X-BRACE
3/4" = 1'-0"S-501
9 TYPICAL FLOOR OPENING DETAIL
1" = 1'-0"S-501
1 COLUMN BASEPLATE DETAIL
3/4" = 1'-0"S-101 S-501
2 COLUMN ANCHOR AT EXIST SOG
FF ELEV
0' - 0"
T/ MEZZANINE
15' - 4 1/2"
B.O. CONC DECK
23' - 11 3/4"
EXD5 E1.3D5.3
MECH LOUVER COORD
SIZE WITH MEP DWGS.
EXIST
CONC COLUMN
FIELD VERIFY SIZE
AND LOCATION
EXIST
CONC COLUMN
FIELD VERIFY SIZE
AND LOCATION
EXIST
CONC COLUMN
FIELD VERIFY SIZE
AND LOCATION
EXIST CONC
ROOF EDGE BEAM
FIELD VERIFY
18' - 4 15/16"9' - 3 7/8"
EXIST EXTERIOR
MASONRY
INFILL WALL
EXIST EXTERIOR
MASONRY
INFILL WALL
FIELD LOCATE T/ LOUVER
OPNG AT B/ EXIST CONC
EDGE BEAM.
EXIST CONC ROOF DECK
MECH LOUVER COORD
SIZE WITH MEP DWGS.
NOTES:
1. ALL LINTEL LOCATIONS NOT SHOWN ON STRUCTURAL DRAWINGS. CONTRACTOR TO COORDINATE ALL
OPENING SIZES AND LOCATIONS WITH ARCH AND MECH DRAWINGS.
2. ALL EXTERIOR WALL LINTELS ARE TO BE GALVANIZED.
3. LINTELS TO HAVE 8" BEARING MIN.
4. IF LINTEL IS NOT SPECIFICALLY CALLED OUT ON PLANS REFER TO SCHEDULE FOR LINTEL SIZE. IF AN
OPENING IS REQUIRED GREATER THAN SCHEDULED CONTACT ENGINEER OF RECORD.
5. PROVIDE AN 800 LB ALLOWANCE OF LOOSE LINTEL MATERIAL FOR MISCELLANEOUS OPENINGS NOT SHOWN.
6. PROVIDE TEMPORARY SHORING AT ALL OPENINGS 3'-0" AND GREATER.
STEEL LINTEL
SEE ELEVATION
AND MECH DRAWINGS
COORD W/ ARCH
LOOSE LINTEL
SEE ELEVATION
MIN
8" BRG
MIN
8" BRG
EXIST WALL
V.I.F.
SECTION
ELEVATION
1/4" PL
FIELD VERIFY WIDTH
3/16 2-12
3/16 2-12
B.O. CONC DECK
23' - 11 3/4"
12"
HSS8X6X3/8
EXIST
CONC BEAM
3/4" PL W/(4) 3/4" DIA
DRILL-IN & EPOXY ANCHORS
3/16
EXIST CONC
ROOF DECK
PROVIDE NON-GROUT PACK SOLID
BETWEEN STEEL MEMBER AND
EXIST CONC DECK, TYP
/2
G
A P
NOTES:
1. ADJUST GEOMETRY AND BOLT LOCATIONS TO AVOID DRILLING REINF IN EXIST CONC VIF, TYP
B.O. CONC DECK
23' - 11 3/4"
L6X4X5/16L6X4X5/16
EXIST
CONC BEAM
EXIST
CONC FRAME
EXIST CONC ROOF DECK
PROVIDE NON-GROUT PACK
SOLID BETWEEN STEEL MEMBER
AND EXIST CONC DECK, TYP
3/4" PL W/(2) 3/4" DIA
DRILL-IN & EPOXY ANCHORS, TYP
4 1/2"
/2
G
A P
SAW CUT AND REMOVE EXIST CONC
DECK COORD LOCATION W/ MECH DWGS
NOTES:
1. ADJUST GEOMETRY AND BOLT LOCATIONS TO AVOID DRILLING REINF IN EXIST CONC VIF, TYP
T/ MEZZANINE
15' - 4 1/2"
3.63.7
W18X50
W10X54
W6X12
CONT L6x4(LLV) W/ 3/4" DIA
DRILL & EPOXY ANCHORS @
32" O.C. GROUT CELL SOLID
EXIST CMU WALL
S-504
9' - 3 15/16"
3/16
3/16
TYP EACH END
NKB
N. .______________________________________________________
ARCHITECTURE & ENGINEERING, PC..
K BHANDARI
SHEET SIZE: 24" x 36"
DESIGN FIRM NKB# 16340.06
FO
R A
PP
R O
VA
L
NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remainsthe property of the licensed professionals who prepared them and may only be used on the project identified below.
Copyright 2018 N.K. BHANDARI, Architecture & Engineering, P.C.
DRAWING NO: SHEET: FACILITY NO:
OF
SHEET TITLE:
PROJECT TITLE:
Rev. Date Description Drawn Approved
DATE:
BUILDING 3
PROJECT MANAGER:
PROJECT NO:
DRAFTER:
Rome Research Site
Air Force Research Laboratory
Rome Research Site, New York
RIO:
RIOCC:
RIOS:
66abw/def:
RIOC:
RIOCO:
RIOF:
USER:
RIOCC:
RIOCV:
DET 4/SE:
USER:DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DESIGNER:
CONSULTANT:
THIS IS A SINGLE PRIME CONTRACT AND ALL DISCIPLINES NEED TO BE COORDINATED.
12/17/2018 12:36:25 PM
6 77S-502 12/12/2018
TYPICAL AND FRAMING
DETAILS
ALTER BUILDING 3 FOR
EXTREME COMPUTING
FACILITY
17-0302AE
WPM
CAN
DBH
3/8" = 1'-0"S-502
1 ELEVATION AT MECH LOUVERS
LINTEL SCHEDULE
3/4" = 1'-0"S-102 S-502
3 HSS CONNECTION TO EXISTING CONCRETE BEAM AT ROOF OPENING
3/4" = 1'-0"S-102 S-502
4 CONNECTION TO EXISTING CONCRETE FRAME AT ROOF OPENING
3/4" = 1'-0"S-102 S-502
5 FRAMING SECTION AT PIPE SUPPORTS
FF ELEV
0' - 0"
EXF1D5.9
7"11 1/2"
EXIST
FND WALL
EXIST WALL
V .I
.F
R
E F
EXIST FTG
EXIST S.O.G.
2' - 6"
DRILL & EPOXY
#3 DOWEL @ 18" O.C.
(4) SIDES
5" EMBED
PROVIDE CONC S.O.G.
AT FTG LOCATIONS
EXIST COMBINED
COLUMN FTG - BEYOND
COLUMN FTG
SEE PLAN & SCHED
DRILL & EPOXY
#5 DOWEL
@ 18" O.C.
FF ELEV
0' - 0"
D5.7 EXF1D5.9
EXIST
FND WALL
EXIST WALL
EXIST FTG
EXIST S.O.G.
DRILL & EPOXY
#3 DOWEL @ 18" O.C.
(4) SIDES
5" EMBED
PROVIDE CONC S.O.G.
AT FTG LOCATIONS
7' - 10" 11 1/2" 7"
H S
S X
X
/8
H S
S X
X
/8
EXIST FTG BEYOND
TO REMAIN
EXIST S.O.G.
BEYOND
ROD
X-BRACE
2' - 6"
V .I
.F
R
E F
EXIST COMBINED
COLUMN FTG
DRILL & EPOXY
#5 DOWEL
@ 18" O.C.
D5.6
FF ELEV
0' - 0"
EXE1 E1.1 E1.2
H S
S X
X
/8
EXIST
COLUMN
EXIST
COLUMN FTG
V.I.F.
1' - 2 1/2"
12" MIN
PROVIDE FTG EXTENSION
IF EDGE OF EXIST FTG TO
COLUMN CL IS LESS THAN 12", V.I.F.
11" MIN
4' - 3 1/2" 2' - 6"
6" MIN
DRILL & EPOXY
#5 DOWELS @ 18" O.C.
(2) CONT #5 BARS
TOP & BOT
DRILL & EPOXY
#5 DOWELS @ 18" O.C.
EXIST S.O.G.
DRILL & EPOXY
#3 DOWEL
@ 18" O.C.
(4) SIDES
PROVIDE CONC S.O.G.
AT FTG LOCATIONS
FF ELEV
0' - 0"
T/ MEZZANINE
15' - 4 1/2"
3.4 3.3EX 4
4' - 7 5/8" 9' - 5 1/8"
14' - 0 3/4"
R O D X
-B R
AC
E R O D
X-BR
A C E
EXIST S.O.G.
S-501
S-501
H S
S X
X
/8
H S
S X
X
/8
S-501
S-501
W16X40 W16X40 W16X40
W10X54W10X54W10X54
FF ELEV
0' - 0"
T/ MEZZANINE
15' - 4 1/2"
D5.7D5.3 D.8 18' - 0"
RO
D X
-B
RACE RO
D X-BRACE
EXIST S.O.G.
S-501
S-501
MEZZ GRATING
BEYOND
SEE PLAN
T O
E K
IC
K x
/4
S-501
S-501
H S
S X
X
/8
H S
S X
X
/8
W21X50 W21X50 W21X50
W10X54 W10X54
W10X54W10X54
D5.6
FF ELEV
0' - 0"
2.5
EXIST WALL
EXIST S.O.G.
8 1/8"
FOR SIZE & REINFORCING
SEE FTG SCHEDULE
HSS COLUMN
SEE PLAN
6"
T.O. FTG…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.