Keesler_RTA_Drawings.pdf
PDF 5 MB Posted
- Attached to
- HVAC replacement at the Keesler AFB Commissary, MS Federal contract opportunity
- Solicitation number
- HQC00324B0001
- Issued by
- Defense Commissary Agency
About this file
This document is a set of drawings and related information for a federal contract opportunity to replace the refrigeration and HVAC systems at the Keesler AFB Commissary in Mississippi. The project involves removing and replacing the outdated air-cooled condensers (ACC), HVAC units, dehumidifiers, and related controls and refrigeration systems. Key details include:
The project will be completed in phases to minimize disruption to the operating commissary. The contractor will be responsible for temporary removal and reinstallation of existing equipment and furnishings as needed to complete the work. The solicitation is issued on April 25, 2023. The drawings provide details on the phasing, equipment to be replaced, structural requirements, and mechanical/refrigeration system specifications. The government will provide temporary utilities access for the contractor's use during construction. Special inspections will be required during installation of anchors, welding, steel erection, and other key construction activities.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| HQC00324B0001 1419 Abstract of Offers HVAC Replacement Keesler AFB MS.pdf | ||
| 24B0001 Q and A Keesler AFB MS HVAC Replacement.pdf | ||
| 24B0001 Q and A Keesler AFB MS HVAC Replacement.pdf | ||
| 24B0001 SF30 Solicitation Amendment 3 Keesler AFB MS HVAC Replecement Project.pdf | ||
| HQC00324B0001 Site Visit Sign in Sheet Keesler AFB MS_Redacted.pdf | ||
| HQC00324B00010002.pdf | ||
| HQC00324B00010001.pdf | ||
| Specs Keesler AFB MS ACC HVAC Replacement.pdf | ||
| HQC00324B0001.pdf | ||
| JA Keesler AFB MS ACC HVAC Replacement_Competition Advocate Signed Redacted.pdf |
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Text version
TITLE SHEET AND DRAWING INDEX
Keesler AFB, Mississippi
COMMISSARY
HVAC/REFRIGERATION
ACC REPLACEMENT
DRAWING INDEX
DEFENSE COMMISSARY AGENCY
Fort Lee, Virginia
Lackland AFB, Texas
DIRECTORATE OF ENGINEERING
G1.0
PFZ
PFZ
KNB
DRAWN BY:
SUBMITTED BY::
ENGINEER:
REVIEWED BY:
DESIGNED BY:
SYM. D.O. NO. ACTION DATE
SHEET NO.
DATE:
DRAWING NUMBER
CONTR. NO.
SOL. NO.
HVAC/REFRIGERATION
COMMISSARY
DESCRIPTION OF REVISION
SEQUENCE
NO.
ACC REPLACEMENT
KEESLER AIR FORCE BASE
MISSISSIPPI
DEFENSE COMMISSARY AGENCY
LACKLAND AFB, TEXAS
DIRECTORATE OF ENGINEERING
FORT LEE, VIRGINIA
300 Park Boulevard, Sui te 250 I tasca , I l l i no i s 60143-2655
25 APR 2023
25 APR 23 SOLICITATION ISSUE - RTA
SOLICITATION ISSUE - RTA
GENERAL
G1.0 TITLE SHEET AND DRAWING INDEX
STRUCTURAL
S0.1 STRUCTURAL NOTES
S0.2 STRUCTURAL NOTES
S1.0 STRUCTURAL PARTIAL ROOF FRAMING PLAN
S2.0 STRUCTURAL JOIST STRENGTHENING DETAILS
ARCHITECTURAL
A4.0 COMMISSARY ROOF PLAN
MECHANICAL
MR0.1 MECHANICAL SYMBOLS AND GENERAL NOTES
MRD1.0 MECHANICAL REFRIGERATION DEMOLITION ROOF PLAN
MR1.0 MECHANICAL REFRIGERATION ROOF PLAN
MR2.0 MECHANICAL SCHEDULES
AB ANCHOR BOLT
AC ABOVE CEILING
ACOUST. ACOUSTICAL
AD AUXILIARY DRAIN
ADJ. ADJUSTABLE
ADMIN. ADMINISTRATION
A.F.F. ABOVE FINISH FLOOR
AGGRE. AGGREGATE
AHU AIR HANDLING UNIT
ALUM. ALUMINUM
BB BETWEEN BEAMS
BC BELOW CEILING
BD BOARD
BF BELOW FLOOR
BFT BELOW FLOOR SLAB IN
TILE
B.F.F. BELOW FINISH FLOOR
BJ BETWEEN JOISTS
BLKG BLOCKING
BM BREAM
B.O. BOTTOM OF
BPL BASE PLATE
BS BOTH SIDES
BTWN. BETWEEN
BT BETWEEN TRUSSES
B.U.R. BUILT-UP ROOF
CAL. CALIPER
CL CENTERLINE
CG CORNER GUARD
CJ CONTROL JOINT
CLG CEILING
CMU CONCRETE MASONRY
UNIT
CO CLEAN OUT
COL. COLUMN
CONC. CONCRETE
CONST. CONSTRUCTION
CONT. CONTINUOUS
CP CONCRETE PAD BY
CONTRACTOR
CT CERAMIC TILE
DB DECK BEARING
DIM. DIMENSION
DR DOOR
DTL DETAIL
DWG DRAWING
EA EACH
E.B. EXPANSION BOLT
EF EXHAUST FAN
E.I.F.S. EXTERIOR INSULATION
AND FINISH SYSTEM
EJ EXPANSION JOINT
ELEC. ELECTRICAL
ELEV. ELEVATION
EQ EQUAL
EQUIP. EQUIPMENT
EW EACH WAY
EWC ELECTRIC WATER
COOLER
EXIST. EXISTING
EXP EXPANSION
EXT. EXTERIOR
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER
CABINET
FIN. FINISH
FLR FLOOR
FND FOUNDATION
FRP FIBERGLASS
REINFORCED PANEL
FTG FOOTING
GA GAGE
GALV GALVANIZED
GYP GYPSUM
GYP.BD. GYPSUM BOARD
H HIGH
HD HANDICAP
HC HOLLOW CORE
HDW HARDWARE
HM HOLLOW METAL
HORIZ. HORIZONTAL
HP HORSEPOWER
HT HEIGHT
INFO. INFORMATION
INSUL. INSULATION
INT INTERIOR
JAN JANITOR.
JT JOINT
JST JOIST
LAV. LAVATORY
MAS MASONRY
MATL. MATERIAL
MAX MAXIMUM
MC MECHANICAL CENTER
MCC MOTOR CONTROL
CENTER
M.D. METAL DECK
MECH. MECHANICAL
MEMB. MEMBRANE
MEZZ. MEZZANINE
MFR MANUFACTURER
MISC. MISCELLANEOUS
MO MASONRY OPENING
M.S. METAL STUD
MTL. METAL
N.I.C. NOT IN CONTRACT
NS NON-SHRINK
N.T.S. NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OPNG OPENING
OPP. OPPOSITE
P.LAM PLASTIC LAMINATE
PL PLATE
PLYWD. PLYWOOD
PNL PANEL
QTY QUANTITY
R RISER
R RADIUS
(R) REMOVE
RD ROOF DRAIN
REFRIG REFRIGERATION
REINF REINFORCING
REQD REQUIRED
RM ROOM
RTU ROOF TOP UNIT
SCWD SOLID CORE WOOD
DOOR
SCHED. SCHEDULE
SECT. SECTION
SHT. SHEET
SIM. SIMILAR
SPECS SPECIFICATIONS
S.S. STAINLESS STEEL
SSC STAINLESS STEEL
CLOSURE
SST STAINLESS STEEL
THRESHOLD
STL STEEL
STO. STORAGE
STRUCT. STRUCTURAL
SYM. SYMBOL
T TREAD
T & B TOP AND BOTTOM
THK THICK
THRESH. THRESHOLD
TJ TOOLED JOINT
TO TOP OF
T.O.S. TOP OF STEEL
T.O.P. TOP OF PANEL
TS TUBE STEEL
TYP TYPICAL
T.O.M. TOP OF MASONRY
UC UNIT COOLER
U.N.O. UNLESS NOTED
OTHERWISE
VCT VINYL COMPOSITION
TILE
VERT. VERTICAL
VEST. VESTIBULE
V.I.F. VERIFY IN FIELD
W WIDE
W/ WITH
WC WATER CLOSET
WD WOOD
WDW WINDOW
WG WALL GUARD
W/O WITHOUT
WP WATERPROOFING
WT WEIGHT
WWF WELDED WIRE FABRIC
ARCHITECTURAL / ENGINEERING DESIGN TEAM
TO THE BEST OF OUR KNOWLEDGE, INFORMATION, AND BELIEF; BASED ON AND LIMITED TO
OUR NORMAL FUNCTIONS PERFORMED UNDER OUR CONTRACT WITH THE GOVERNMENT, IT IS
OUR PROFESSIONAL OPINION THAT THIS PROJECT IS DESIGNED IN ACCORDANCE WITH
APPLICABLE DOD REGULATIONS
ARCHITECTURAL
THE JENKINS GROUP
ARCHITECTURE / INTERIORS / PLANNING
300 PARK BOULEVARD
SUITE 250
ITASCA, IL 60143
(630) 250-9100
POINT OF CONTACT:
PAUL ZELLMER, AIA
REGISTERED ARCHITECT
PZELLMER@THEJENKINSGROUP.COM
PLUMBING, MECHANICAL,
REFRIGERATION, ELECTRICAL
McCOY & HOWARD CONSULTING ENGINEERS
413 MAIN STREET, P.O. BOX 581
MT. VERNON, IL 62864
(630) 242-0473
POINT OF CONTACT:
CHARLES L. CALVERT, P.E.
REGISTERED MECHANICAL ENGINEER
CCALVERT@MHENGINEERS.COM
STRUCTURAL
MARTIN, WHITE & GRIFFIS
CONSULTING STRUCTURAL ENGINEERS
3501 E. SPEEDWAY BOULEVARD
SUITE 225
TUCSON, ARIZONA 85716
(520) 327-9491
POINT OF CONTACT:
THOMAS C. GRIFFIS, P.E. / STRUCTURAL
REGISTERED STRUCTURAL ENGINEER
TGRIFFIS@MWGSTRUCTURAL.COM
DECA PROJECT NO. EA23MR01
LOCATION MAPVICINITY MAP
ABBREVIATIONS
STORE OPERATING HOURS
SUNDAY: 0830 - 1900
MONDAY: 0830 - 1900
TUESDAY: 0830 - 1900
WEDNESDAY: 0830 - 1900
THURSDAY: 0830 - 1900
FRIDAY: 0830 - 1900
SATURDAY: 0830 - 1900
CONFIRM STORE OPERATING AND STORE NON-OPERATING HOURS
WITH GOVERNMENT PRIOR TO COMMENCING WORK AS HOURS MAY
HAVE CHANGED
GENERAL NOTES
A. PHASE WORK AS INDICATED. COMMISSARY WILL CONTINUE TO OCCUPY AND CONDUCT BUSINESS
THROUGHOUT DURATION OF PROJECT. REFER TO SPECIFICATIONS FOR ADDITIONAL
INFORMATION. WORK CLOSELY WITH COMMISSARY PERSONNEL ON SCHEDULING OF WORK.
PROVIDE MINIMUM 14 CALENDAR DAYS WRITTEN NOTICE OF INTENT TO COMMENCE WORK IN EACH PHASE AND / OR REMOVE / REPLACE / RELOCATE EQUIPMENT / FURNISHINGS SO AS TO MINIMIZE
DISRUPTION OF STORE OPERATIONS AND DOWN TIME ON REFRIGERATED DISPLAY CASES.
SCHEDULE 7 CALENDAR DAYS AT THE END OF EACH PHASE AS TIME FOR THE COMMISSARY TO
ASSUME BENEFICIAL OCCUPANCY. PREPARE AND SUBMIT FOR APPROVAL, A DETAILED SCHEDULE
INDICATING START AND FINISH DATES FOR ALL PHASES.
B. THIS DRAWING IS SCHEMATIC IN NATURE AND SERVES AS A GENERAL GUIDE INTENDED TO
ILLUSTRATE THE SEQUENCING AND LOCATIONS OF EACH PHASE. THE HEAVY LINES DEPICT THE
APPROXIMATE BOUNDARIES OF EACH PHASE WITHIN THE BUILDING'S INTERIOR. THESE
BOUNDARIES SHALL BE DEFINED BY TEMPORARY CONSTRUCTION BARRIERS. IN ORDER TO
COMPLETE WORK IN THE CURRENT WORK PHASE, IT WILL MOST LIKELY BE NECESSARY TO
POSITION THE TEMPORARY BARRICADES IN A LOCATION SLIGHTLY DIFFERENT FROM THAT SHOWN
ON THIS DRAWING. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF THE
TEMPORARY BARRICADES IN CONJUNCTION WITH DeCA, SO AS TO MINIMALLY IMPACT ADJACENT
PHASES INTENDED TO REMAIN IN OPERATION.
C. UNLESS NOTED OTHERWISE, WORK IN EACH PHASE MAY BE COMPLETED DURING STORE
OPERATING HOURS. UNLESS NOTED OTHERWISE, COMMISSARY TO AVOID USE OF ROOMS / AREAS
WITHIN CURRENT WORK PHASE UNTIL COMPLETION OF WORK WITHIN THAT PHASE.
D. PROTECT CUSTOMERS AND EMPLOYEES FROM CONSTRUCTION RELATED ACTIVITIES BY
PROVIDING TEMPORARY CONSTRUCTION BARRIERS AROUND PERIMETER AT EACH AREA OF WORK.
REFER TO DETAILS ON THIS SHEET.
E. MAINTAIN ACCESS ROUTES THROUGH AREAS OF WORK FOR THE SAFE PASSAGE OF CUSTOMERS
AND EMPLOYEES DURING STORE OPERATING HOURS. PROVIDE TEMPORARY CONSTRUCTION
BARRIERS TO IDENTIFY ACCESS ROUTES AND COVERED PLYWOOD ENCLOSURES DURING PERIODS
OF HAZARDOUS OVERHEAD WORK.
F. GOVERNMENT IS RESPONSIBLE FOR REMOVAL / RELOCATION OF MERCHANDISE WITHIN EACH
AREA OF WORK AND WILL DO SO AFTER RECEIPT OF CONTRACTOR'S WRITTEN NOTICE OF INTENT
TO COMMENCE WORK. CONTRACTOR SHALL TEMPORARILY REMOVE / RELOCATE EXISTING
EQUIPMENT / FURNISHINGS NEEDED TO COMPLETE WORK. THE SAME EQUIPMENT / FURNISHINGS IS TO BE REINSTALLED BACK TO ORIGINAL LOCATIONS, CLEANED AND FULLY OPERATIONAL DURING
STORE OPERATING HOURS, UNLESS THAT AREA OF WORK IS NOT DESIGNATED FOR COMMISSARY
USE DURING STORE OPERATING HOURS. PROTECT EXISTING ROOM / EQUIPMENT / FURNISHINGS / PRODUCTS IN AREAS OF WORK WHERE RELOCATION IS NOT NECESSARY. MAINTAIN IN OPERATION, EXISTING EQUIPMENT OUTSIDE AREAS OF WORK AND PROVIDE TEMPORARY UTILITY LINES /
CONNECTIONS NEEDED TO DO SO.
G. MAINTAIN INGRESS, EGRESS, FIRE EXITS AND SECURITY AT ALL TIMES.
H. GOVERNMENT WILL ALLOW CONTRACTOR USE OF AN AREA WHERE SHOWN FOR CONSTRUCTION
STAGING AND EQUIPMENT STORAGE. CONTRACTOR TO COMPLY WITH APPLICABLE REGULATIONS
(I.E. FENCING, UTILITIES, HAUL ROUTES, ACCESS HOURS, ETC.). CONTRACTOR IS RESPONSIBLE
FOR SECURITY OF CONSTRUCTION RELATED EQUIPMENT / MATERIALS AND DAMAGE TO BASE
PROPERTY / EQUIPMENT CAUSED BY CONSTRUCTION RELATED ACTIVITIES / PERSONNEL. UPON
PROJECT COMPLETION, REMOVE TEMPORARY FACILITIES, RESTORE LANDSCAPING, PAVEMENTS
AND OTHER PREVIOUSLY EXISTING ITEMS HAVING BEEN DAMAGED OR ALTERED DURING
CONSTRUCTION TO ORIGINAL CONDITION OR BETTER.
J. IT IS LIKELY THAT THE CURRENT AREA OF WORK WILL REQUIRE CONNECTIONS TO UTILITIES OUTSIDE THAT AREA OF WORK. IF SO, OBTAIN PRIOR APPROVAL FROM DeCA AND MAKE
CONNECTIONS WITH MINIMAL DISTURBANCE TO COMMISSARY OPERATIONS.
K. GOVERNMENT WILL REASONABLY ATTEMPT TO MAKE UTILITIES AVAILABLE FOR CONTRACTOR'S
TEMPORARY USE AS EXISTING UTILITY LINES / CONNECTIONS MAY OR MAY NOT BE LOCATED
NEARBY. IN ANY CASE, CONTRACTOR SHALL INSTALL AND MAINTAIN NEEDED UTILITY LINES /
CONNECTIONS AND REMOVE SAME PRIOR TO FINAL ACCEPTANCE OF WORK. GOVERNMENT IS NOT
LIABLE FOR CONTRACT DELAYS, DAMAGES OR COST INCREASES RESULTING FROM INTERRUPTION
OF UTILITY SERVICES.
L. CONTRACTOR IS RESPONSIBLE FOR DETERMINING HOW TO TRANSFER NEW AND EXISTING
EQUIPMENT INTO AND OUT OF WORK AREA, AS EQUIPMENT MAY OR MAY NOT FIT THROUGH
EXISTING DOOR OPENINGS. IF CONTRACTOR CHOOSES TO ROUTE EQUIPMENT THROUGH EXISTING OPENINGS THAT ARE TOO SMALL, TEMPORARILY REMOVE EXISTING DOOR(S) / DOOR FRAME(S) AND
INCREASE SIZE OF WALL OPENING(S) AS NEEDED. CONTRACTOR IS RESPONSIBLE FOR DESIGN
AND INSTALLATION OF ADDITIONAL FRAMING / HEADERS THAT MAY BE NEEDED FOR SUPPORT OF WALL(S) ABOVE OPENING(S). RESTORE WALL OPENING(S) AND REINSTALL PREVIOUSLY REMOVED
DOOR(S) / DOOR FRAME(S) AFTER EQUIPMENT HAVE BEEN REPLACED.
M. SEE STRUCTURAL, MECHANICAL, REFRIGERATION DRAWINGS FOR ADDITIONAL CONSTRUCTION
PHASING REQUIREMENTS.
N. STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS WITHIN BUILDING IS NOT PERMITTED, EXCEPT IN ACTIVE CONSTRUCTION PHASES. CONTRACTOR TO PROVIDE SEPARATE ON-SITE OR
OFF-SITE STORAGE FOR EQUIPMENT AND MATERIALS AS REQUIRED.
CHARLES L. CALVERT, P.E.
F LIL IE O
E
O
C T
SI
ITHSNE
DE CRA
Paul F.
Zellmer
L
TA
ST
CI
N
001-013817
THOMAS C. GRIFFIS, P.E.
Paul F. Zellmer, AIA
ENGINEER
PROFESSIONAL
REGISTERED
62046964
OF
CH
AR
LES L . CALVERT
I L L I NO I S
DRAWN BY:
SUBMITTED BY::
ENGINEER:
REVIEWED BY:
DESIGNED BY:
SYM. D.O. NO. ACTION DATE
SHEET NO.
DATE:
DRAWING NUMBER
CONTR. NO.
SOL. NO.
HVAC/REFRIGERATION
COMMISSARY
DESCRIPTION OF REVISION
SEQUENCE
NO.
ACC REPLACEMENT
KEESLER AIR FORCE BASE
MISSISSIPPI
DEFENSE COMMISSARY AGENCY
LACKLAND AFB, TEXAS
DIRECTORATE OF ENGINEERING
FORT LEE, VIRGINIA
300 Park Boulevard, Sui te 250
I tasca , I l l i no i s 60143-2655
25 APR 2023
25 APR 23
SOLICITATION ISSUE - RTA
TG
SL
TG
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SIZE & LOCATION OF OPENINGS THRU ROOF & FLOOR
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GENERAL STRUCTURAL NOTES:
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1 ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE,
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2018 EDITION (IBC-2018).
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2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB
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SITE BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES
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TO THE ARCHITECT.
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3 OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE
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DRAWINGS, NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION
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OF THE ARCHITECT AND RESOLVED BEFORE PROCEEDING WITH THE WORK.
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4 DO NOT USE SCALED DIMENSIONS, USE WRITTEN DIMENSIONS OR WHERE
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NO DIMENSION IS PROVIDED, CONSULT WITH THE ARCHITECT FOR
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CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
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5 DETAILS SHOWN SHALL BE INCORPORATED INTO THE PROJECT AT ALL
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APPROPRIATE LOCATIONS WHETHER SPECIFICALLY CALLED OUT OR NOT.
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6 TYPICAL DETAILS SHALL APPLY IN GENERAL CONSTRUCTION THROUGHOUT
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UNLESS DETAILED OTHERWISE ON DRAWINGS.
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7 WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR
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SIMILAR WORK, OR IF THERE IS NO SIMILAR WORK SHALL BE AS IS
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STANDARD IN THE INDUSTRY.
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9 SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:
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SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS
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SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR
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NON-BEARING PARTITIONS.
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SIZE AND LOCATION OF ALL CONCRETE CURBS; FLOOR AND ROOF
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DRAINS, SLOPES AND DEPRESSED AREAS; CHANGES IN
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LEVEL; CHAMFERS, CORNER FORMERS, GROOVES, BLOCKOUTS
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AND INSERTS; PAVING SITE WORK CURBS AND WALLS.
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DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.
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10 SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE
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FOLLOWING:
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WALL AND SLAB OPENINGS FOR MECHANICAL PIPE RUNS,
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TRENCHES, FLOOR DRAINS, ROOF DRAINS, SUMPS, ETC.
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WALL AND SLAB OPENINGS FOR ELECTRICAL CONDUIT RUNS,
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BOXES, JUNCTION BOXES IN WALLS, COLUMNS, SLABS, ETC.
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SLEEVES, SLEEVE CLUSTERS AND BLOCKOUTS; AND CONCRETE
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INSERTS FOR EQUIPMENT AND FIXTURES.
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SIZE AND LOCATION OF MACHINE, TRANSFORMER, SWITCHGEAR AND
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EQUIPMENT CURBS, BASES AND PADS, AND ANCHOR BOLTS FOR
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ANCHORED ITEMS.
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11 THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS
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REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE
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THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE
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ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING
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CONSTRUCTION FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,
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ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL
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ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.
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12 CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON
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FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN
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LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING
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AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN
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STRENGTH AND AS REQUIRED FOR ERECTION.
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8 REPRODUCTION OF ANY PORTION OF THE STRUCTURAL CONTRACT DOCUMENTS
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FOR RESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED. SHOP DRAWINGS
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PRODUCED IN SUCH A MANNER WILL BE REJECTED AND RETURNED.
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13 LIVE LOADS:
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A) ROOF:
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ALL BUILDING ROOFS
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20 PSF
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(REDUCIBLE)
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STRENGTH OF 80 KSI, AS MFR. BY NELSON OR APPROVED EQUAL.
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12 DEFORMED BAR ANCHORS SHALL BE ASTM A496 WITH A MIN. TENSILE
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(LATEST EDITION AND SUPPLEMENTS). WELDS SHALL BE PERFORMED
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2 ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS STANDARDS.
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9 PLAIN AND THREADED RODS: ASTM A36.
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8 ANCHOR RODS AND ANCHOR BOLTS: ASTM F1554, GRADE 36 (OR
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10 HIGH STRENGTH BOLTS: ASTM A325-N AND SPECIFICATIONS.
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7 UNFINISHED THREADED BOLTS (MACHINE BOLTS): ASTM A307, GRADE A.
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6 ROUND HSS: ASTM A500, GRADE B. (FY = 42 KSI).
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5 SQUARE AND RECTANGULAR HSS: ASTM A500, GRADE B (FY = 46 KSI).
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4 ALL OTHER STRUCTURAL STEEL SHAPES, PLATES AND BARS: ASTM A36.
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(LATEST EDITION AND SUPPLEMENTS).
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FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS
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ACCORDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN.
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1 STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN
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STRUCTURAL STEEL:
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ALL WELDS NOT OTHERWISE DETAILED SHALL BE FILLET WELDED, ALL EDGES,
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CONTINUOUSLY WITH MINIMUM WELD SIZE PER AWS STANDARDS.
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11 CONCRETE ANCHOR STUDS (C.A.S.) SHALL CONFORM TO ASTM A108,
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GRADE 1015 OR 1020. ATTACH C.A.S. WITH AUTOMATICALLY TIMED
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13 DRYPACK UNDER STEEL BASE PLATES SHALL BE ASTM C1107,
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NON-SHRINK, NON-METALLIC GROUT AS MANUFACTURED BY US GROUT CORP.,
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"FIVE STAR GROUT" OR APPROVED EQUAL.
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ELECTRIC-ARC STUD WELDING (FULL FUSION) AS PER MFR. AND AWS
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ATTACH ANCHORS WITH AUTOMATICALLY TIMED ELECTRIC-ARC STUD WELDING
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(FULL FUSION) AS PER MFR. AND AWS D1.1:2000 CHAPTER 7.
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USING SHIELDED METAL ARC WELDING WITH E70XX ELECTRODES.
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3 STRUCTURAL STEEL WIDE FLANGE SHAPES: ASTM A992.
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NUTS PER ASTM A194 OR A563 TO MATCH ROD GRADE.
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WASHERS PER ASTM F436 WITH ADEQUATE HOLE COVERAGE.
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D1.1:2000 CHAPTER 7.
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GRADE 55 WELDABLE, WHERE NOTED).
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STEEL DECKING:
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1 STEEL DECKING SHALL BE OF TYPE AND GAUGE AS CALLED FOR ON
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STRUCTURAL DRAWINGS. DECKING AND ALL ACCESSORIES SHALL BE
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FORMED FROM STEEL SHEETS HAVING A MINIMUM YIELD STRENGTH OF
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38,000 PSI, CONFORMING TO ASTM A1008, GRADE 33. DECK UNITS
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SHALL BE CONTINUOUS OVER TWO OR MORE SPANS.
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2 COMPOSITE FLOOR DECK SHALL BE GALVANIZED CONFORMING TO ASTM
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A653, STRUCTURAL QUALITY. ZINC COATING PER ASTM A653, G60.
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3 ROOF DECK SHALL BE GALVANIZED.
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NEW
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AND
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ANCHOR
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ANCH.
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WORKING POINT
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WOOD
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WITH OUT
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WITH
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WIND LOAD
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WIDE FLANGE
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WELDED WIRE FABRIC
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WELD PROCEDURE SPECIFICATION
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WEIGHT
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VERTICAL
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UTILITY
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UNPUNCHED
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UNLESS NOTED OTHERWISE
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
TUBE SECTION
AutoCAD SHX Text
TOTAL LOAD
AutoCAD SHX Text
TOP OF
AutoCAD SHX Text
TOP AND BOTTOM
AutoCAD SHX Text
TONGUE AND GROOVE
AutoCAD SHX Text
THROUGH
AutoCAD SHX Text
THICK
AutoCAD SHX Text
TEMPORARY
AutoCAD SHX Text
SYMMETRICAL
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
STIFFENER
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
STANDARD
AutoCAD SHX Text
STAGGER (ED)
AutoCAD SHX Text
SQUARE INCH
AutoCAD SHX Text
SQUARE FEET
AutoCAD SHX Text
SQUARE
AutoCAD SHX Text
SPECIFICATIONS
AutoCAD SHX Text
SPACING
AutoCAD SHX Text
SHORT LEG HORIZONTAL
AutoCAD SHX Text
SIMILAR
AutoCAD SHX Text
SHEET METAL
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEATHING
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SCHEDULE
AutoCAD SHX Text
ROUND
AutoCAD SHX Text
ROUGH SAWN
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REQUIREMENT
AutoCAD SHX Text
REQUIRED
AutoCAD SHX Text
REINFORCING STEEL
AutoCAD SHX Text
REINF. (ED) (ING)
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
RECTANGLE
AutoCAD SHX Text
RADIUS
AutoCAD SHX Text
PRE-ENGINEERED
AutoCAD SHX Text
POUNDS PER LINEAR FOOT
AutoCAD SHX Text
POUNDS PER SQUARE INCH
AutoCAD SHX Text
POUNDS PER SQUARE FOOT
AutoCAD SHX Text
POUNDS PER CUBIC FOOT
AutoCAD SHX Text
POUNDS
AutoCAD SHX Text
POLYVINYL CHLORIDE
AutoCAD SHX Text
POINT
AutoCAD SHX Text
PLYWOOD
AutoCAD SHX Text
PLUMBING
AutoCAD SHX Text
PLATE
AutoCAD SHX Text W.P.
AutoCAD SHX Text
WD.
AutoCAD SHX Text W/O
AutoCAD SHX Text W/
AutoCAD SHX Text
WL
AutoCAD SHX Text W.F.
AutoCAD SHX Text W.W.F.
AutoCAD SHX Text W.P.S.
AutoCAD SHX Text
WT.
AutoCAD SHX Text
VERT. (V)
AutoCAD SHX Text
UTIL.
AutoCAD SHX Text
UNPUN.
AutoCAD SHX Text U.N.O.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TS
AutoCAD SHX Text
TL
AutoCAD SHX Text T.O.
AutoCAD SHX Text T.&B.
AutoCAD SHX Text T.&G.
AutoCAD SHX Text
THRU
AutoCAD SHX Text
THK.
AutoCAD SHX Text
TEMP.
AutoCAD SHX Text
SYMM.
AutoCAD SHX Text
STRUCT.
AutoCAD SHX Text
STIFF.
AutoCAD SHX Text
STL.
AutoCAD SHX Text
STD.
AutoCAD SHX Text
STGR.
AutoCAD SHX Text
SQ. IN.
AutoCAD SHX Text
SQ. FT.
AutoCAD SHX Text
SQ.
AutoCAD SHX Text
SPECS.
AutoCAD SHX Text
SPA.
AutoCAD SHX Text
SLH
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
SHT. MTL.
AutoCAD SHX Text
SHT.
AutoCAD SHX Text
SHTG.
AutoCAD SHX Text
SEC.
AutoCAD SHX Text
SCHED.
AutoCAD SHX Text
RND.
AutoCAD SHX Text R.S.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
REQMT.
AutoCAD SHX Text
REQ'D.
AutoCAD SHX Text
REINF. STL.
AutoCAD SHX Text
REINF.
AutoCAD SHX Text
REF.
AutoCAD SHX Text
RECT.
AutoCAD SHX Text
RAD.
AutoCAD SHX Text
PRE-ENG.
AutoCAD SHX Text P.L.F.
AutoCAD SHX Text P.S.I.
AutoCAD SHX Text P.S.F.
AutoCAD SHX Text P.C.F.
AutoCAD SHX Text
LBS. #
AutoCAD SHX Text P.V.C.
AutoCAD SHX Text
PT.
AutoCAD SHX Text
PLWD.
AutoCAD SHX Text
PLMB.
AutoCAD SHX Text
PILASTER
AutoCAD SHX Text
PERPENDICULAR
AutoCAD SHX Text
PERIMETER
AutoCAD SHX Text
PENNY (NAILS)
AutoCAD SHX Text
PENETRATION
AutoCAD SHX Text
PARALLEL
AutoCAD SHX Text
PAIR
AutoCAD SHX Text
NUMBER
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT IN CONTRACT
AutoCAD SHX Text
NOMINAL
AutoCAD SHX Text
NEAR SIDE
AutoCAD SHX Text
NATURAL
AutoCAD SHX Text
MANUFACTURE'S ASSOC.
AutoCAD SHX Text
NATIONAL LUMBER
AutoCAD SHX Text
MISCELLANEOUS
AutoCAD SHX Text
MINIMUM
AutoCAD SHX Text
MEZZANINE
AutoCAD SHX Text
METAL ANCHOR
AutoCAD SHX Text
METAL
AutoCAD SHX Text
MECHANICAL
AutoCAD SHX Text
MAXIMUM
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
MASONRY OPENING
AutoCAD SHX Text
MASONRY CONTROL JOINT
AutoCAD SHX Text
MASONRY
AutoCAD SHX Text
MANUFACTURER
AutoCAD SHX Text
MACHINE BOLT
AutoCAD SHX Text
LONG/LENGTH
AutoCAD SHX Text
LONG LEG VERTICAL
AutoCAD SHX Text
LONG LEG HORIZONTAL
AutoCAD SHX Text
LOAD
AutoCAD SHX Text
LIVE LOAD
AutoCAD SHX Text
LINEAR
AutoCAD SHX Text
INSULATED CONCRETE
AutoCAD SHX Text
LIGHT WEIGHT CONCRETE
AutoCAD SHX Text
LIGHT WEIGHT
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
KNOCK-OUT
AutoCAD SHX Text
KIP (S) (1000 POUNDS)
AutoCAD SHX Text
JOIST
AutoCAD SHX Text
JOINT
AutoCAD SHX Text
INTERIOR
AutoCAD SHX Text
INSTALLATION
AutoCAD SHX Text
INSIDE DIAMETER
AutoCAD SHX Text
INSIDE
AutoCAD SHX Text
INCH (ES)
AutoCAD SHX Text
HORIZONTAL
AutoCAD SHX Text
HOLLOW STEEL SECTION
AutoCAD SHX Text
HIGH STRENGTH BOLTS
AutoCAD SHX Text
HEIGHT
AutoCAD SHX Text
GYPSUM
AutoCAD SHX Text
GLUED-LAMINATED BEAM
AutoCAD SHX Text
GLUED-LAMINATED
AutoCAD SHX Text
GIRDER
AutoCAD SHX Text
GENERAL CONTRACTOR
AutoCAD SHX Text
GENERAL
AutoCAD SHX Text
GALVANIZED
AutoCAD SHX Text
GAUGE OR GAGE
AutoCAD SHX Text
FURNISH
AutoCAD SHX Text
FRAMING
AutoCAD SHX Text
FOUNDATION
AutoCAD SHX Text
FOOT/FEET
AutoCAD SHX Text
FLOOR
AutoCAD SHX Text
FLANGE
AutoCAD SHX Text
FINISH FLOOR ELEVATION
AutoCAD SHX Text
FINISH
AutoCAD SHX Text
FAR SIDE
AutoCAD SHX Text
FACE OF MASONRY
AutoCAD SHX Text
FABRICATE
AutoCAD SHX Text
EXTERIOR
AutoCAD SHX Text
PILAS.
AutoCAD SHX Text
PERP.
AutoCAD SHX Text
PERIM.
AutoCAD SHX Text d
AutoCAD SHX Text
PEN.
AutoCAD SHX Text
PRL.
AutoCAD SHX Text
PR.
AutoCAD SHX Text
NO.
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text N.I.C.
AutoCAD SHX Text
NOM.
AutoCAD SHX Text N.S.
AutoCAD SHX Text
NAT.
AutoCAD SHX Text N.L.M.A.
AutoCAD SHX Text
MISC.
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
MEZZ.
AutoCAD SHX Text
MTL. ANCH.
AutoCAD SHX Text
MTL.
AutoCAD SHX Text
MECH.
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
MATL.
AutoCAD SHX Text M.O.
AutoCAD SHX Text
MCJ
AutoCAD SHX Text
MAS.
AutoCAD SHX Text
MFR.
AutoCAD SHX Text M.B.
AutoCAD SHX Text
LG.
AutoCAD SHX Text L.L.V.
AutoCAD SHX Text L.L.H.
AutoCAD SHX Text
LD.
AutoCAD SHX Text
LL
AutoCAD SHX Text
LIN.
AutoCAD SHX Text
INS. CONC.
AutoCAD SHX Text
LT. WT. CONC.
AutoCAD SHX Text
LT. WT.
AutoCAD SHX Text
LG.
AutoCAD SHX Text K.O.
AutoCAD SHX Text K
AutoCAD SHX Text
JST.
AutoCAD SHX Text
JT.
AutoCAD SHX Text
INT.
AutoCAD SHX Text
INSTL.
AutoCAD SHX Text I.D.
AutoCAD SHX Text
INS.
AutoCAD SHX Text
IN.
AutoCAD SHX Text
HORIZ. (H)
AutoCAD SHX Text
HSS
AutoCAD SHX Text H.S.B.
AutoCAD SHX Text
HT.
AutoCAD SHX Text
GYP.
AutoCAD SHX Text
GLB
AutoCAD SHX Text
GLU-LAM
AutoCAD SHX Text G.
AutoCAD SHX Text
GEN. CONTR.
AutoCAD SHX Text
GEN.
AutoCAD SHX Text
GALV.
AutoCAD SHX Text
GA.
AutoCAD SHX Text
FURN.
AutoCAD SHX Text
FRMG.
AutoCAD SHX Text
FDN.
AutoCAD SHX Text
FTG.
AutoCAD SHX Text
FT.
AutoCAD SHX Text
FLG.
AutoCAD SHX Text F.F.E.
AutoCAD SHX Text
FIN.
AutoCAD SHX Text F.S.
AutoCAD SHX Text F.O.M.
AutoCAD SHX Text
FAB.
AutoCAD SHX Text
EXT.
AutoCAD SHX Text
PILING
AutoCAD SHX Text
PLG.
AutoCAD SHX Text
EXIST. (E)
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
EXCAVATION
AutoCAD SHX Text
ESTIMATE
AutoCAD SHX Text
EQUIPMENT
AutoCAD SHX Text
EQUAL
AutoCAD SHX Text
ENGINEERED FILL
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
EMBEDMENT
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
ELECTRICAL
AutoCAD SHX Text
EACH WAY
AutoCAD SHX Text
EACH SIDE
AutoCAD SHX Text
EACH FACE
AutoCAD SHX Text
EACH
AutoCAD SHX Text
DRAWING (S)
AutoCAD SHX Text
DOWN
AutoCAD SHX Text
DOWEL
AutoCAD SHX Text
DOUGLAS FIR
AutoCAD SHX Text
DOUBLE
AutoCAD SHX Text
DITTO
AutoCAD SHX Text
DIMENSION
AutoCAD SHX Text
DIAMETER
AutoCAD SHX Text
DIAGONAL
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
DEPTH (DIMENSION)
AutoCAD SHX Text
DEPRESSION
AutoCAD SHX Text
DEMOLITION
AutoCAD SHX Text
DEAD LOAD
AutoCAD SHX Text
CUBIC FOOT
AutoCAD SHX Text
CROSS SECTION
AutoCAD SHX Text
COUNTERSINK
AutoCAD SHX Text
CONTRACTOR
AutoCAD SHX Text
CONTRACTION JOINT
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
CONNECTION/CONNECT
AutoCAD SHX Text
CONCRETE MASONRY UNIT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
COMPOSITE
AutoCAD SHX Text
COLUMN
AutoCAD SHX Text
CONCRETE ANCHOR STUD (S)
AutoCAD SHX Text
CLEAR
AutoCAD SHX Text
CHORD
AutoCAD SHX Text
CHAMFER
AutoCAD SHX Text
CENTER TO CENTER
AutoCAD SHX Text
CENTER LINE
AutoCAD SHX Text
CENTER
AutoCAD SHX Text
CEILING
AutoCAD SHX Text
CAPACITY
AutoCAD SHX Text
BUILT UP ROOFING
AutoCAD SHX Text
BUILDING LINE
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BRIDGING
AutoCAD SHX Text
BOTTOM OF
AutoCAD SHX Text
BOTTOM LAYER
AutoCAD SHX Text
BOTTOM FACE
AutoCAD SHX Text
BOTTOM CHORD
AutoCAD SHX Text
BOTTOM
AutoCAD SHX Text
BLOCKING
AutoCAD SHX Text
BETWEEN
AutoCAD SHX Text
BEARING
AutoCAD SHX Text
BEAM
AutoCAD SHX Text
BACK TO BACK
AutoCAD SHX Text
AUXILIARY
AutoCAD SHX Text
ARCHITECT (URAL)
AutoCAD SHX Text
ANCHOR BOLT
AutoCAD SHX Text
TESTING AND MATERIALS
AutoCAD SHX Text
AMERICAN SOCIETY FOR
AutoCAD SHX Text
STEEL CONSTRUCTION
AutoCAD SHX Text
AMERICAN INSTITUTE OF
AutoCAD SHX Text
AMERICAN CONCRETE INSTITUTE
AutoCAD SHX Text
STANDARDS INSTITUTE
AutoCAD SHX Text
AMERICAN NATIONAL
AutoCAD SHX Text
ALTERNATE
AutoCAD SHX Text
ADD.
AutoCAD SHX Text
ADJACENT
AutoCAD SHX Text
ADDITIONAL
AutoCAD SHX Text
ADDITION
AutoCAD SHX Text
ACTUAL
AutoCAD SHX Text
EXP. JT.
AutoCAD SHX Text
EXCAV.
AutoCAD SHX Text
EST.
AutoCAD SHX Text
EQUIP.
AutoCAD SHX Text
EQ.
AutoCAD SHX Text
ENGR. FILL
AutoCAD SHX Text
ENGR.
AutoCAD SHX Text
EMBED.
AutoCAD SHX Text
ELEV. (EL)
AutoCAD SHX Text
ELECT.
AutoCAD SHX Text E.W.
AutoCAD SHX Text E.S.
AutoCAD SHX Text E.F.
AutoCAD SHX Text
EA.
AutoCAD SHX Text
DWG.
AutoCAD SHX Text
DN.
AutoCAD SHX Text
DWL.
AutoCAD SHX Text D.F.
AutoCAD SHX Text
DBL.
AutoCAD SHX Text
DO
AutoCAD SHX Text
DIM.
AutoCAD SHX Text
DIA. OR %%C
AutoCAD SHX Text
DIAG.
AutoCAD SHX Text
DTL.
AutoCAD SHX Text D
AutoCAD SHX Text
DEPR.
AutoCAD SHX Text
DEMO.
AutoCAD SHX Text
DL
AutoCAD SHX Text C.F.
AutoCAD SHX Text
X-SECT.
AutoCAD SHX Text
CTSK.
AutoCAD SHX Text
CONTR.
AutoCAD SHX Text C.T.J.
AutoCAD SHX Text C.J.
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
CONSTR. JT.
AutoCAD SHX Text
CONSTR.
AutoCAD SHX Text
CONN.
AutoCAD SHX Text
CMU
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
COMP.
AutoCAD SHX Text
COL.
AutoCAD SHX Text C.A.S.
AutoCAD SHX Text
CLR.
AutoCAD SHX Text
CHD.
AutoCAD SHX Text
CHAM.
AutoCAD SHX Text C/C
AutoCAD SHX Text
CTR.
AutoCAD SHX Text
CLG.
AutoCAD SHX Text
CAP.
AutoCAD SHX Text B.U.R.
AutoCAD SHX Text B.L.
AutoCAD SHX Text
BLDG.
AutoCAD SHX Text
BRDG.
AutoCAD SHX Text B.O.
AutoCAD SHX Text B.L.
AutoCAD SHX Text B.F.
AutoCAD SHX Text B.C.
AutoCAD SHX Text
BOT.
AutoCAD SHX Text
BLKG.
AutoCAD SHX Text
BTWN.
AutoCAD SHX Text
BRG.
AutoCAD SHX Text
BM.
AutoCAD SHX Text B/B
AutoCAD SHX Text
AUX.
AutoCAD SHX Text
ARCH.
AutoCAD SHX Text A.B.
AutoCAD SHX Text A.S.T.M.
AutoCAD SHX Text A.I.S.C.
AutoCAD SHX Text A.C.I.
AutoCAD SHX Text A.N.S.I.
AutoCAD SHX Text
ALT.
AutoCAD SHX Text
ADJ.
AutoCAD SHX Text
ADDNL.
AutoCAD SHX Text
STRUCTURAL ABBREVIATIONS:
AutoCAD SHX Text
ACTL.
AutoCAD SHX Text
FLR.
AutoCAD SHX Text
FOOTING
AutoCAD SHX Text I.B.C.
AutoCAD SHX Text
INTERNATIONAL BUILDING CODE
AutoCAD SHX Text
ABOVE FINISH FLOOR ELEVATION
AutoCAD SHX Text A.F.F.
AutoCAD SHX Text
CL.
AutoCAD SHX Text
EXPANSION
AutoCAD SHX Text
EXP.
AutoCAD SHX Text
FACE OF WALL
AutoCAD SHX Text F.O.W.
AutoCAD SHX Text
GENERAL STRUCTURAL NOTES
AutoCAD SHX Text G.S.N.
AutoCAD SHX Text
HOOK
AutoCAD SHX Text
HK.
AutoCAD SHX Text
INSIDE FACE
AutoCAD SHX Text I.F.
AutoCAD SHX Text
KIP (S) PER SQUARE FEET
AutoCAD SHX Text
KSF
AutoCAD SHX Text
KIP (S) PER SQUARE INCH
AutoCAD SHX Text
KSI
AutoCAD SHX Text
LONG SIDE HORIZONTAL
AutoCAD SHX Text
LSH
AutoCAD SHX Text
LONG SIDE VERTICAL
AutoCAD SHX Text
LSV
AutoCAD SHX Text
NOT APPLICABLE
AutoCAD SHX Text N/A
AutoCAD SHX Text
PL.
AutoCAD SHX Text
PREFABRICATED
AutoCAD SHX Text
PREFAB.
AutoCAD SHX Text
ROUGH OPENING
AutoCAD SHX Text R.O.
AutoCAD SHX Text
SHORT LEG VERTICAL
AutoCAD SHX Text
SLV
AutoCAD SHX Text
TOP OF BEAM
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text
TOP OF DECK
AutoCAD SHX Text T.O.D.
AutoCAD SHX Text
TOP OF FOOTING
AutoCAD SHX Text T.O.F.
AutoCAD SHX Text
TOP OF JOIST
AutoCAD SHX Text T.O.J.
AutoCAD SHX Text
TOP OF LEDGER
AutoCAD SHX Text T.O.L.
AutoCAD SHX Text
TOP OF MASONRY
AutoCAD SHX Text T.O.M.
AutoCAD SHX Text
TOP OF PLATE (PARAPET)
AutoCAD SHX Text T.O.P.
AutoCAD SHX Text
TOP OF STEEL
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text
TOP OF WALL
AutoCAD SHX Text T.O.W.
AutoCAD SHX Text I.C.C.
AutoCAD SHX Text
INTERNATIONAL CODE COUNCIL
AutoCAD SHX Text I.C.B.O.
AutoCAD SHX Text
INTERNATIONAL COUNCIL OF BUILDING
AutoCAD SHX Text
HIGH AND LOW
AutoCAD SHX Text (H)&(L)
AutoCAD SHX Text
OFFICIALS
AutoCAD SHX Text
OUTSIDE FACE
AutoCAD SHX Text
OUTSIDE DIAMETER
AutoCAD SHX Text
OPPOSITE
AutoCAD SHX Text
OPEN WEB STEEL JOISTS
AutoCAD SHX Text
OPEN WEB WOOD JOISTS
AutoCAD SHX Text
OPENING
AutoCAD SHX Text
ON CENTER
AutoCAD SHX Text O.F.
AutoCAD SHX Text O.D.
AutoCAD SHX Text
OPP.
AutoCAD SHX Text O.W.S.J.
AutoCAD SHX Text O.W.W.J.
AutoCAD SHX Text
OPNG.
AutoCAD SHX Text O.C.
AutoCAD SHX Text
CUBIC YARD
AutoCAD SHX Text C.Y.
AutoCAD SHX Text
%%UE
AutoCAD SHX Text
%%UD
AutoCAD SHX Text
%%UC
AutoCAD SHX Text
%%UB
AutoCAD SHX Text
%%UA
AutoCAD SHX Text
%%UF
AutoCAD SHX Text
%%UG
AutoCAD SHX Text
%%UH
AutoCAD SHX Text
%%UI
AutoCAD SHX Text
%%UJ
AutoCAD SHX Text
%%UM
AutoCAD SHX Text
%%UN
AutoCAD SHX Text
%%UO
AutoCAD SHX Text
%%UK
AutoCAD SHX Text
%%UL
AutoCAD SHX Text
%%UP
AutoCAD SHX Text
%%UR
AutoCAD SHX Text
%%US
AutoCAD SHX Text
%%UT
AutoCAD SHX Text
%%UU
AutoCAD SHX Text
%%UV
AutoCAD SHX Text
%%UW
AutoCAD SHX Text
POWDER ACTUATED FASTENER
AutoCAD SHX Text P.A.F.
AutoCAD SHX Text
MATERIALS OF CONSTRUCTION:
AutoCAD SHX Text
CONCRETE:
AutoCAD SHX Text ASTM C 94, F'c = 3000 PSI (28 DAY STRENGTH)
AutoCAD SHX Text
CONCRETE AGGREGATE:
AutoCAD SHX Text
CEMENT:
AutoCAD SHX Text
CONCRETE MASONRY UNITS (CMU):
AutoCAD SHX Text
GROUT:
AutoCAD SHX Text
MORTAR:
AutoCAD SHX Text
REINFORCING STEEL:
AutoCAD SHX Text
STRUCTURAL STEEL
AutoCAD SHX Text
MACHINE BOLTS:
AutoCAD SHX Text
METAL ROOF DECK:
AutoCAD SHX Text
EXPANSION BOLTS IN CONCRETE:
AutoCAD SHX Text
EXPANSION BOLTS IN CMU:
AutoCAD SHX Text
MATERIALS OF CONSTRUCTION SHALL CONFORM TO THE FOLLOWING:
AutoCAD SHX Text
ASTM C 33
AutoCAD SHX Text
ASTM C 150, TYPE II
AutoCAD SHX Text ASTM C 90, F'm = 1350 PSI, GRADE N1
AutoCAD SHX Text ASTM C 476, F'm = 2000 PSI
AutoCAD SHX Text ASTM C 270, F'm = 1800 PSI, TYPE S
AutoCAD SHX Text
#4 AND SMALLER: ASTM A 615, GRADE 40
AutoCAD SHX Text
#5 AND LARGER: ASTM A 615, GRADE 60
AutoCAD SHX Text ASTM A 36 (Fy = 36 KSI)
AutoCAD SHX Text
ASTM A 307, GRADE A
AutoCAD SHX Text ASTM A 611, GRADE C (Fy = 33 KSI) PAINTED
AutoCAD SHX Text
"HILTI ANCHOR BOLT" PER CURRENT ICBO
AutoCAD SHX Text
REPORT
AutoCAD SHX Text
"RAMSET/REDHEAD DYNABOLT" PER
AutoCAD SHX Text
CURRENT ICBO REPORT
AutoCAD SHX Text
ANCHOR BOLTS:
AutoCAD SHX Text
ASTM A 36 OR ASTM A 307 (GRADE A)
AutoCAD SHX Text
PLATES AND SHAPES:
AutoCAD SHX Text
METAL STUDS:
AutoCAD SHX Text ASTM A 670 (Fy = 33 KSI)
AutoCAD SHX Text
COLD-FORMED TUBING:
AutoCAD SHX Text ASTM A 500, GRADE B (Fy = 46 KSI)
AutoCAD SHX Text
STEEL PIPE:
AutoCAD SHX Text
ASTM A 53, TYPE E OR S, GRADE B
AutoCAD SHX Text
HIGH STRENGTH BOLTS:
AutoCAD SHX Text
ASTM A 325-N
AutoCAD SHX Text
PLAIN AND THREADED RODS
AutoCAD SHX Text
ASTM A 36 OR A307, GRADE A
AutoCAD SHX Text
AND ANCHORS:
AutoCAD SHX Text
DEFORMED BAR ANCHORS:
AutoCAD SHX Text ASTM A 496 (Fy = 80 KSI MIN.)
AutoCAD SHX Text
NELSON OR APPROVED EQUAL.
AutoCAD SHX Text
CONCRETE ANCHOR STUDS:
AutoCAD SHX Text
NELSON OR APPROVED EQUAL.
AutoCAD SHX Text
ASTM A 108 GRADE 1015 OR 1020
AutoCAD SHX Text
AUTOMATICALLY END WELDED TO STRUCTURAL
AutoCAD SHX Text
STEEL.
AutoCAD SHX Text
AUTOMATICALLY END WELDED TO STRUCTURAL
AutoCAD SHX Text
STEEL.
AutoCAD SHX Text
DRYPACK:
AutoCAD SHX Text
U.S. GROUT CORP., "FIVE STAR GROUT"
AutoCAD SHX Text
ASTM C 1107, NON-SHRINK, NON-METALLIC GROUT
AutoCAD SHX Text
COMPOSITE METAL FLOOR DECK:
AutoCAD SHX Text ASTM A 446, GRADE A (Fy = 33 KSI) GALVANIZED
AutoCAD SHX Text
EPOXY FOR REINFORCING DWLS.:
AutoCAD SHX Text
TWO PART LOW VISCOSITY EPOXY SPECIFICALLY
AutoCAD SHX Text
DESIGNED FOR ANCHORING REINFORCING STEEL.
AutoCAD SHX Text
MIN. BAR/EPOXY BOND STRESS = 1400 PSI
AutoCAD SHX Text
MIN. CONCRETE/EPOXY BOND STRESS = 1000 PSI.
AutoCAD SHX Text
ANNULAR SPACE AROUND BAR LESS THAN 1/4 INCH.
AutoCAD SHX Text
WELDED WIRE FABRIC:
AutoCAD SHX Text
ASTM A 185
AutoCAD SHX Text
STRUCTURAL NOTES
AutoCAD SHX Text
KEYNOTE
AutoCAD SHX Text
ELEVATION MARK
AutoCAD SHX Text
METAL DECK
AutoCAD SHX Text
STEEL (IN SECTION)
AutoCAD SHX Text
PLAN KEY:
AutoCAD SHX Text
MATERIALS:
AutoCAD SHX Text
ELEVATION OF WALL OR FRAME
AutoCAD SHX Text
REF. F.F.E.=100'-0"
AutoCAD SHX Text
SHEET DETAIL IS DRAWN ON
AutoCAD SHX Text
SHEET DETAIL IS CUT ON
AutoCAD SHX Text
SECTION NUMBER OR DETAIL NUMBER
AutoCAD SHX Text
DIRECTION OF SPAN
AutoCAD SHX Text
14 ALL EXPOSED STEEL SHALL BE GALVANIZED.
AutoCAD SHX Text
15 SPECIAL PRECAUTIONS SHALL BE TAKEN WHEN WELDING INSIDE THE
AutoCAD SHX Text
BUILDING. CONTRACTOR SHALL HAVE A FIRE WATCH WITH FIRE
AutoCAD SHX Text
EXTINGUISHER AT THE LOCATION OF THE WORK. FOLLOW ALL BASE
AutoCAD SHX Text
REQUIREMENTS.
AutoCAD SHX Text S0.1
AutoCAD SHX Text
STRUCTURAL NOTES
DRAWN BY:
SUBMITTED BY::
ENGINEER:
REVIEWED BY:
DESIGNED BY:
SYM. D.O. NO. ACTION DATE
SHEET NO.
DATE:
DRAWING NUMBER
CONTR. NO.
SOL. NO.
HVAC/REFRIGERATION
COMMISSARY
DESCRIPTION OF REVISION
SEQUENCE
NO.
ACC REPLACEMENT
KEESLER AIR FORCE BASE
MISSISSIPPI
DEFENSE COMMISSARY AGENCY
LACKLAND AFB, TEXAS
DIRECTORATE OF ENGINEERING
FORT LEE, VIRGINIA
300 Park Boulevard, Sui te 250
I tasca , I l l i no i s 60143-2655
25 APR 2023
25 APR 23
SOLICITATION ISSUE - RTA
TG
SL
TG
AutoCAD SHX Text
STRUCTURAL NOTES
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AutoCAD SHX Text C)
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SUPERVISING REGISTERED ENGINEER IN THE STATE OF HAWAII.
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REQUIREMENTS TABLE AND PROJECT SPECIFICATIONS.
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SPECIAL INSPECTION IS REQUIRED FOR THE ITEMS LISTED IN THE SPECIAL INSPECTION
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SPECIAL INSPECTIONS SHALL BE PERFORMED AS REQUIRED BY AND IN ACCORDANCE WITH
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THE 2018 INTERNATIONAL BUILDING CODE (IBC) CHAPTER 17.
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SPECIAL INSPECTIONS ARE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL
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THE SUPERVISING ENGINEER AND SPECIAL INSPECTOR IS SUBJECT TO WRITTEN APPROVAL
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OF THE CONTRACTING OFFICER, AND REPORTS TO THE CONTRACTING OFFICER'S
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SPECIAL INSPECTIONS SHALL BE PERFORMED BY THIRD-PARTY QUALITY ASSURANCE
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PERSONNEL UNDER THE DIRECT SUPERVISION OF A REGISTERED ENGINEER IN THE
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE SPECIAL INSPECTORS WITH
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A CONSTRUCTION SCHEDULE AND SAFE ACCESS FOR PERFORMING INSPECTION/ON-SITE
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TESTING. THE CONTRACTOR SHALL PROVIDE A 48 HOUR MINIMUM NOTICE FOR THE SPECIAL
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INSPECTOR AND TESTING LABORATORY PRIOR TO BEGINNING ANY WORK FOR WHICH
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SPECIAL INSPECTIONS OR TESTING IS REQUIRED.
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THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO STOP OR DELAY ANY WORK, IF THE
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CONTRACTOR ELECTS TO CONTINUE WITH CERTAIN WORK AFTER BEING NOTIFIED BY THE
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SPECIAL INSPECTOR THAT SUCH WORK IS UNACCEPTABLE, THE CONTRACTOR DOES SO AT
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THEIR OWN RESPONSIBILITY, AND RISKS CORRECTING/REMOVING THE WORK AT A LESS
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OPPORTUNE TIME.
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THE SPECIAL INSPECTOR IS NOT INSPECTING FOR OSHA COMPLIANCE AND TEMPORARY
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CONSTRUCTION, SUCH AS AS BRACING, OR ANY SAFETY RELATED ITEMS. THE CONTRACTOR
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IS RESPONSIBLE FOR PROVIDING ADEQUATE FACILITIES FOR THE STRUCTURAL INSPECTOR,
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TO ALLOW THE INSPECTOR TO PERFORM THEIR WORK SAFELY, AND EFFICIENTLY.
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DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR:
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SPECIAL INSPECTORS SHALL INSPECT ALL APPLICABLE WORK FOR CONFORMANCE
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WITH THE CONTRACT (SEALED) DRAWINGS AND SPECIFICATIONS AND APPLICABLE
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PROVISIONS OF THE IBC.
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SPECIAL INSPECTORS SHALL BRING NONCONFORMING ITEMS OF WORK THEY INSPECT
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TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR. IF ANY ITEM IS NOT RESOLVED
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OR IS ABOUT TO BE INCORPORATED IN THE WORK, IT SHALL BE NOTED IN THE
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SPECIAL INSPECTOR'S WRITTEN REPORT, A DISCREPANCY NOTICE SHALL BE ISSUED
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AND POSTED NOTING THE UNRESOLVED DISCREPANCIES, AND THE CONTRACTING OFFICER
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SHALL BE NOTIFIED IMMEDIATELY BY THE APPROPRIATE MEANS.
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THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE CONTRACTING
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OFFICER AND TO THE ENGINEER OR ARCHITECT OF RECORD ON A TIMELY BASIS.
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SPECIAL INSPECTORS SHALL SUBMIT A COMPLETE AND SIGNED FINAL REPORT
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STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE
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TO THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE PROVISIONS
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OF THE CODE. WORK NOT IN CONFORMANCE, UNRESOLVED ITEMS, OR ANY
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DISCREPANCIES IN INSPECTION COVERAGE SHOULD BE SPECIFICALLY ITEMIZED IN
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THE FINAL REPORT. THE FINAL REPORT SHALL BE STAMPED AND SIGNED BY THE
AutoCAD SHX Text SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY THE CONTRACTING OFFICER'S
AutoCAD SHX Text
INSPECTOR. ALL WORK REQUIRING SPECIAL INSPECTION WHICH IS INSTALLED OR COVERED
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WITHOUT APPROVAL OF THE CONTRACTING OFFICER'S INSPECTOR IS SUBJECT TO REMOVAL.
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(IBC SECTION 1704)
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%%USPECIAL INSPECTION PROGRAM
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STATEMENT OF SPECIAL INSPECTIONS
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(IBC 1705)
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STATE OF HAWAII.
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RETAIN THIRD-PARTY QUALITY ASSURANCE AGENCIES TO CONDUCT THE SPECIAL
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INSPECTIONS REQUIRED BY THE IBC. THE SPECIAL INSPECTOR SHALL PROVIDE REPORTS
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OF THE SPECIAL INSPECTIONS DIRECTLY TO THE CONTRACTING OFFICER'S REPRESENTATIVE.
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CONTINUOUS
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PERIODIC
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SPECIAL INSPECTION
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(IBC 1704)
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PERFORM WORK OFF-SITE, WITHOUT SPECIAL INSPECTION (1704.2)
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A. FABRICATORS NOT APPROVED BY CONTRACTING OFFICER TO
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C. STRUCTURAL STEEL ERECTION (REF. 1704.3.2)
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A. INSTALLATION OF ADHESIVE ANCHORS, RODS, DOWELS, SHALL
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A. VERIFICATION OF MILL REPORTS AND IDENTIFICATION OF STEEL
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FABRICATORS
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OFF-SITE
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STRUCTURAL
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WELDING
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BOLTING
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STEEL
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B. STRUCTURAL FIELD WELDING (REF. 1704.3.1)
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C. REINFORCING STEEL WELDING (REF. 1704.3.1.3)
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A. SHOP FABRICATION / WELDING IN NON-APPROVED SHOPS
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OR PHYSICAL TESTING.
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A. HIGH STRENGTH BOLTING
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B. ERECTION AND INSPECTION OF SURFACES
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DRILLED
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WORK REQUIRING SPECIAL INSPECTION DURING
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ANCHORS
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IN
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B. EXPANSION ANCHORS IN CONCRETE OR MASONRY
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BE CONTINUOUSLY INSPECTED DURING INSTALLATION
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%%USPECIAL INSPECTION REQUIREMENTS
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%%UNOTES:
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AutoCAD SHX Text DEPENDING ON THE TYPE OF EPOXY ADHESIVE ANCHOR USED, CONTINUOUS INSPECTION MAY NOT BE
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REQUIRED. REFER TO THE ANCHOR MANUFACTURERS ICC EVALUATION REPORT.
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REPRESENTATIVE
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STRUCTURAL NOTES
DHU2 DHU1
ACC ACCACCACC
COMMISSARY ROOF PLAN
SCALE: 1/16" = 1'-0"
GRAPHIC SCALE: 1/16" = 1'-0"
0 8' 16' 32'
LINE OF ROOF JOIST
BELOW
NEW PLATFORM GRATING FOR ACC
CONDENSORS
EXISTING PLATFORM
SUPPORTS
NEW PLATFORM SUPPORTS
(6 TOTAL)
A4.0 A4.0
REPLACED HVAC UNIT
ON EXISTING CURB
(SHOWN WITH RED HATCH)
REPLACED ACC UNITS
(SHOWN WITH RED HATCH) 1
A4.0 A4.0 1/8" = 1'-0"
CONDENSER SUPPORT FRAMING PLAN
NOTE:
ALL STEEL SHALL BE HOT DIPPED GALVANIZED
CL. MAIN ROOF JOIST
BELOW, REF. SHEET
W8x10 TYP.
NEW STEEL
GRATING
42" HIGH SAFETY
RAILING AROUND
PERIMETER
2B A4.0 A4.0
2A A4.0 A4.0
REMOVE EXISTING
GUARD RAIL AND
RELOCATE
RELOCATED GUARD
RAILACC ACC ACC ACC
EXISTING STEEL
GRATING
NEW GUARD RAIL
EACH SIDE
EXISTING LADDER
TO REMAIN
END A BCONTINUOUS
A4.0 A4.0 1-1/2" = 1'-0"
BEAM / COLUMN CONNECTION DETAIL
STAINLESS STEEL
CLAMPING RING
ROOF DECK
GALV. STRUCTURAL STEEL
PIPE THRU ROOF
MFR. APPROVED MASTIC
PREMANUFACTURED EPDM
FLASHING
ROOFING MEMBRANE
ADHESIVE AS REQUIRED BY
ROOFING MFR.
8" M
IN
ROUND PIPE
3/16
4-3/4"Ø A-325 BOLTS AT
3 1/2" GAGE
W8 BEAM PER PLAN
HSS 4.500"Ø PER PLAN
CAP PL.
EQ
EQ
EQ
3' -6
CL. 2-3/4"Ø A-325-N
BOLT CIRCLE
CONT. BEAM
1-1/4" STD. WT. PIPE
HOT DIPPED GALV.
5/8x12x0'-6"
STEEL GRATING
STEEL BASE PLATE (GALV)
FOR HSS
EXISTING JOISTS
PHASE 1
PHASE 2
PHASE 3
PHASE 4
FINAL CONDITION
SYMBOL KEY
EXISTING LOCATION
NEW LOCATION
REMOVED LOCATION
ACC UNIT REPLACEMENT
PHASING DIAGRAM
DRAWN BY:
SUBMITTED BY::
ENGINEER:
REVIEWED BY:
DESIGNED BY:
SYM. D.O. NO. ACTION DATE
SHEET NO.
DATE:
DRAWING NUMBER
CONTR. NO.
SOL. NO.
HVAC/REFRIGERATION
COMMISSARY
DESCRIPTION OF REVISION
SEQUENCE
NO.
ACC REPLACEMENT
KEESLER AIR FORCE BASE
MISSISSIPPI
DEFENSE COMMISSARY AGENCY
LACKLAND AFB, TEXAS
DIRECTORATE OF ENGINEERING
FORT LEE, VIRGINIA
300 Park Boulevard, Sui te 250 I tasca , I l l i no i s 60143-2655
25 APR 2023
25 APR 23 SOLICITATION ISSUE - RTA
A4.0
COMMISSARY ROOF PLAN
HGF.5FEDCB G.2
1.5
0.1
E.7A.6
EDC
MR0.1
CLC
RLJ
CLC
DRAWN BY:
SUBMITTED BY:
ENGINEER:
REVIEWED BY:
DESIGNED BY:
D.O. NO.SYM.
SEQUENCE
SHEET NO.DRAWING NUMBER
OF
SOL. NO.
ACTION DATE
DATE:
DESCRIPTION OF REVISION
NO.
DEFENSE COMMISSARY AGENCY
LACKLAND AFB, TEXAS
FORT LEE, VIRGINIA
CONTR. NO.
HVAC/REFRIGERATION
COMMISSARY
ACC REPLACEMENT
KEESLER AIR FORCE BASE
MISSISSIPPI
DIRECTORATE OF ENGINEERING
25 APR 2023
25 APR 23
SOLICITATION ISSUE - RTA
300 Park Boulevard, Suite 250
Itasca, I l l inois 60143-2655
MECHANICAL/REFRIGERATION
SYMBOLS AND GENERAL NOTES
MECHANICAL SEQUENCING NOTES:
MECHANICAL SYMBOL LEGEND
CONDENSATE DRAIN
BUTTERFLY VALVE
GATE VALVE
GLOBE VALVE
CHECK VALVE
CALIBRATED BALANCE VALVE
AUTOMATIC THREE WAY CONTROL VALVE
AUTOMATIC TWO WAY CONTROL VALVE
PRESSURE REDUCING VALVE
RELIEF VALVE
ELBOW TURNED UP
ELBOW TURNED DOWN
TEE - 45 DEG BOTTOM OUTLET
TEE - 45 DEG TOP OUTLET
UNION OR FLANGE
FLEXIBLE PUMP OR PIPE CONNECTION
PIPE ANCHOR
PRESSURE AND TEMPERATURE TEST STATION
PRESSURE GUAGE AND THERMOMETER
MANUAL AIR VENT
REFRIGERANT LIQUID
REFRIGERANT SUCTION
SUPPLY AIR DUCTWORK (SA)
RETURN, EXHAUST, OR OUTDOOR AIR DUCTWORK (RA,EA,OA)
SUPPLY
RETURN OR EXHAUST
INCLINE RISE (IN DIRECTION OF FLOW)
INCLINE DROP (IN DIRECTION OF FLOW)
FLEXIBLE DUCTWORK
FLEXIBLE DUCT CONNECTION
ACCESS DOOR IN DUCTWORK
VOLUME DAMPER
D
RL
RS
SECURITY GRILLE
ACCESS PANEL IN BUILDING CONSTRUCTION - SIZE
ADJUSTABLE VOLUME EXTRACTOR
SPLITTER DAMPER
TURNING VANES
THERMOSTAT - MOUNT 48" AFF, G INDICATES GUARD, N INDICATES NIGHT
EQUIPMENT DESIGNATION - SEE SCHEDULE
DOOR GRILL AND SIZE
DOOR UNDERCUT
MOTORIZED DAMPER
RHG REFRIGERANT HOT GAS
INDICATES PIPING TO BE REMOVED
"E" BEFORE PIPING OR DUCTWORK
DESIGNATION INDICATES EXISTING TO
REMAIN
EXISTING RETURN AIR DUCTWORK TO REMAIN
SUPPLY AIR DUCTWORK TO BE REMOVED
RETURN AIR DUCTWORK TO BE REMOVED
EXHAUST AIR DUCTWORK TO BE REMOVED
SA
ERA
RA
EA
EXISTING SUPPLY AIR DUCTWORK TO REMAIN
ESA
EXISTING EXHAUST AIR DUCTWORK TO REMAIN
EEA
A. DELIVER DHU UNITS TO SITE.
B. REMOVE GAS, POWER, AND RMCS CONNECTION TO DHU-1.
C. REMOVE EXISTING DHU-1.
D. INSTALL NEW DHU-1 ON EXISTING CURB.
E. CONNECT GAS, POWER, AND RMCS TO NEW DHU-1 AND PLACE IN OPERATION.
F. REPEAT B-E FOR DHU-2.
DUCTLESS HEAT PUMP
DHP
GENERAL NOTES
B : AT REMOVAL LOCATIONS ( INCLUDING EQUIPMENT ), REPAIR REMAINING FLOORS, WALLS, CEILINGS, WITH INDUSTRY STDS., INSTALLATION, LOCAL, STATE & FEDERAL REQUIREMENTS.
OR OTHER MISCELLANEOUS ITEMS ATTACHED TO OR CONCEALED WITHIN, & DISPOSED OF IN ACCORDANCE
C : "REMOVE" IS DEFINED AS : TO BE REMOVED IN IT'S ENTIRETY, INCLUDING ALL UTILITIES SERVING THE SAME
SOFFITS, ROOF, ETC. WITH MATERIALS OF THE SAME TYPE, COLOR, TEXTURE & SIZE AS THAT FOUND ON
A : DIVIDE BID INTO INTO THREE BID CATEGORIES. EACH ITEM OF WORK ON THIS DRAWING IS ANNOTATED
WITH IT'S APPROPRIATE BID CATEGORY. THE THREE BID CATEGORIES ARE AS FOLLOWS :
( M ) : MAINTENANCE & REPAIR ( E ) : EQUIPMENT ( C ) : NEW CONSTRUCTION
A. COORDINATE CAREFULLY WITH THE WORK OF OTHER TRADES TO ASSURE THAT SPACE FOR ALL TRADES IS
PRESERVED.
B. CONTRACTOR SHALL MAINTAIN IN OPERATION, EXISTING EQUIPMENT OUTSIDE AREA(S) OF WORK DURING
CONSTRUCTION AND PROVIDE TEMPORARY UTILITY(S) AND CONNECTION(S) AS REQUIRED TO DO SO.
C. ALL INSTALLATIONS SHALL BE MADE TO WITHSTAND SEISMIC AND WIND LOADING CRITERIA STATED ON
STRUCTURAL DRAWINGS.
D. WIRING FOR NEW ELECTRICAL CONTROLS SHALL BE CONCEALED IN FINISHED SPACES BY PULLING THROUGH
PRESENT CONDUIT, FISHING THROUGH HOLLOW WALLS, OR CUTTING AND PATCHING FINISHES, EXCEPT CMU
OR CONCRETE. IN STAGING, RECEIVING AND LIKE SPACES WIRING MAY BE IN EXPOSED CONDUIT OR PULLED
THROUGH EXISTING CONDUIT.
E. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY REMOVAL, RELOCATION, AND RE-INSTALLATION OF
EXISTING EQUIPMENT/FIXTURES NECESSARY FOR COMPLETION OF WORK. SUCH REMOVALS, RELOCATIONS
AND RE-INSTALLATIONS SHALL BE COORDINATED WITH CONTRACTING OFFICER'S REPRESENTATIVE MINIMUM
OF 14 DAYS PRIOR TO START OF WORK.
F. EXISTING EQUIPMENT TO BE REMOVED, RELOCATED, OR RE-INSTALLED SHALL BE DONE IN ACCORDANCE
WITH PHASING SEQUENCES INDICATED ON ARCHITECTURAL SHEETS. REMOVAL OF PRODUCTS
MERCHANDISED ON FIXTURES SHALL BE COORDINATED WITH CONTRACTING OFFICER'S REPRESENTATIVE
MINIMUM OF 14 DAYS PRIOR TO START OF WORK.
G. VERIFY THAT AVAILABLE SPACE IS ADEQUATE FOR NEW EQUIPMENT.
H. ALL PIPING, WIRING, VALVES, ACCESSORIES, ETC. SHALL BE NEW.
I. THE EXISTING RMCS SHALL BE MAINTAINED IN A FULLY FUNCTIONAL STATE AND CONTROL AND MONITOR ALL
EXISTING EQUIPMENT. SYSTEM SHALL BE REWORKED FOR NEW CONDENSERS AND DEHUMIDIFIERS.
J. REMOVE EXISTING FACILITIES (i.e. FLOOR, WALLS, CEILINGS, SOFFITS, ROOF, ETC) AS REQUIRED TO
ACCOMMODATE NEW WORK AND PATCH TO MATCH EXISTING UNLESS NOTED OTHERWISE.
K. CONTRACTOR SHALL DOCUMENT EXISTING REFRIGERANT LEVELS IN EACH SYSTEM PRIOR TO STARTING
WORK ON EACH SYSTEM. CONTRACTOR SHALL RETURN EACH SYSTEM TO PRIOR REFRIGERANT LEVEL
AFTER WORK IS COMPLETE USING NEW REFRIGERANT OR REFRIGERANT RECLAIMED FROM THAT SYSTEM.
D: "PROVIDE" IS DEFINED AS ...CONTRACTOR FURNISHED AND CONTRACTOR INSTALLED, UNLESS NOTED
E: WHETHER INDICATED OR NOT...REMOVE EXISTING ITEMS AS NEEDED AS NEEDED TO ACCOMMODATE WORK.
F : REWORK EXISITNG FACILITIES (I.E. FLOORS, WALLS, CEILINGS, SOFFITS, ROOF, ETC) AS NEEDED TO
ACCOMODATE WORK. PATCH REMAINING ITEMS TO MATCH ADJACENT LIKE ITEMS UNLESS NOTED
ADJACENT SURFACES.
OTHERWISE.
WORK.
OTHERWISE.
RETURN AIR DUCTWORK
EXHAUST AIR DUCTWORK
OUTSIDE AIR DUCTWORK
RA
EA
OA
SUPPLY AIR DUCTWORK
SA
REFRIGERATION SYMBOL LEGEND
CONDENSATE DRAIN PIPING
BUTTERFLY VALVE
BALL VALVE
CHECK VALVE
THREE WAY CONTROL VALVE
TWO WAY CONTROL VALVE
PRESSURE REDUCING VALVE
RELIEF VALVE
ELBOW TURNED UP
ELBOW TURNED DOWN
TEE - 45 DEG BOTTOM OUTLET
TEE - 45 DEG TOP OUTLET
UNION OR FLANGE
FLEXIBLE PUMP OR PIPE CONNECTION
PRESSURE GAGE AND THERMOMETER
REFRIGERANT LIQUID PIPING
REFRIGERANT SUCTION PIPING
D
ACCESS PANEL IN BUILDING CONSTRUCTION - SIZE
RMCS TEMPERATURE SENSOR
RMCS HUMIDITY/DEWPOINT SENSOR
EQUIPMENT DESIGNATION - SEE SCHEDULE
REFRIGERANT HOT GAS PIPING
PIPING TO BE REMOVED
REFRIGERATION SEQUENCING NOTES:
SYMBOLS AND ABBREVIATIONS
ABOVE FINISHED FLOOR
CONCRETE PAD BY THIS
BELOW FLOOR SLAB IN TILE
CONTRACTOR
UC
(R)
UNIT COOLER
REMOVE
BC
CP
BFT
BF
BT
BJ
CO
AHU
BB
AFF
AC
BELOW CEILING
BETWEEN TRUSSES
BETWEEN JOISTS
BELOW FLOOR SLAB
CLEANOUT
ABOVE CEILING
BETWEEN BEAMS
AIR HANDLING UNIT
RTU ROOF TOP HVAC UNIT
FD FLOOR DRAIN
MC MECHANICAL CENTER
REFRIGERANT DETECTOR
RL AND RS PIPING FOR COMPRESSOR SYSTEM 1
RL AND RS PIPING FOR COMPRESSOR SYSTEM 2
MCC MOTOR CONTROL CENTER
REFRIGERANT DETECTION AUDIO/VISUAL ALARM DEVICE
RL
RS
RHG
CS1
CS2
A. EXTEND PLATFORM AS INDICATED ON S SHEETS.
B. INSTALL NEW ACC-1 ON PLATFORM EXTENSION. CONNECT TO REFRIGERANT PIPING, RMCS, AND WIRING.
C. REMOVE EXISTING ACC-1.
D. INSTALL NEW ACC-3. CONNECT TO REFRIGERANT PIPING, RMCS, AND WIRING.
E. REMOVE EXISTING ACC-3.
F. INSTALL NEW ACC-2. CONNECT TO REFRIGERANT PIPING, RMCS, AND WIRING.
G. REMOVE EXISTING ACC-2.
H. INSTALL NEW ACC-4. CONNECT TO REFRIGERANT PIPING, RMCS, AND WIRING.
I. REMOVE EXISTING ACC-4.
RL AND RS PIPING FOR COMPRESSOR SYSTEM 3
CS3
RL AND RS PIPING FOR COMPRESSOR SYSTEM 4
CS4
RL AND RS PIPING FOR COMPRESSOR SYSTEM 5
CS5
MECHANICAL/REFRIGERATION
GENERAL NOTES
22 6
MRD1.0
CLC
RLJ
CLC
MECHANICAL/REFRIGERATION DEMOLITION ROOF PLAN
NORTH
PLAN
DRAWN BY:
SUBMITTED BY:
ENGINEER:
REVIEWED BY:
DESIGNED BY:
D.O. NO.SYM.
SEQUENCE
SHEET NO.DRAWING NUMBER
OF
SOL. NO.
ACTION DATE
DATE:
DESCRIPTION OF REVISION
NO.
DEFENSE COMMISSARY AGENCY
LACKLAND AFB, TEXAS
FORT LEE, VIRGINIA
CONTR. NO.
HVAC/REFRIGERATION
COMMISSARY
ACC REPLACEMENT
KEESLER AIR FORCE BASE
MISSISSIPPI
DIRECTORATE OF ENGINEERING
25 APR 2023
25 APR 23
SOLICITATION ISSUE - RTA
300 Park Boulevard, Suite 250
Itasca, I l l inois 60143-2655
KEY PLAN
NORTH
C D
A B
4'0 32'16'8'
GRAPHIC SCALE: 1/16" = 1'-0"
MECHANICAL/REFRIGERATION
DEMOLITION ROOF PLAN
1 REMOVE AIR COOLED CONDENSERS AND ASSOCIATED PIPING AND WIRING. X
BID CATEGORIES
EM C
ITEMS OF WORK
X
2 REMOVE ROOFTOP DEHUMIDIFICATION UNIT AND ASSOCIATED GAS PIPING AND WIRING. CURB AND DUCTWORK TO
REMAIN.
X
3 EXISTING REFRIGERATION PENTHOUSE SYSTEM 1 & 2. X
5 REFRIGERATION COMPRESSOR SYSTEM TO REMAIN. X
6 REMOVE REFRIGERANT PIPING FROM RACK TO REHEAT COIL. CAP AT RACK. RECLAIM REFRIGERANT. X
4 EXISTING REFRIGERATION PENTHOUSE SYSTEM 3 & 4. X
DHU-1
DHU-2
ACC-3
ACC-1
ACC-2
ACC-4
PHASE INSTALLATION OF CONDENSING
UNITS TO MINIMIZE DOWNTIME OF
REFRIGERATION RACKS. SEE ARCH. PLANS.
MR1.0
CLC
RLJ
CLC
MECHANICAL/REFRIGERATION ROOF PLAN
NORTH
PLAN
DRAWN BY:
SUBMITTED BY:
ENGINEER:
REVIEWED BY:
DESIGNED BY:
D.O. NO.SYM.
SEQUENCE
SHEET NO.DRAWING NUMBER
OF
SO…
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