Att12_190023_Drawings_Final.pdf
PDF 11 MB Posted
- Solicitation number
- FA813726R0030
About this file
This is a 35% design document for a federal construction project at Tinker Air Force Base in Oklahoma consisting of comprehensive architectural, structural, mechanical, plumbing, fire protection, and electrical drawings for renovating restroom and shower facilities in Building B117.
The project involves demolition and reconstruction of two existing locker/restroom spaces (men's room 111 and women's room 107) to create six private shower, lavatory, and water closet pods while maintaining existing fixture counts. Key scope elements include replacement of the existing floating concrete slab with a new 5-inch concrete slab-on-grade, installation of new metal-framed partition walls with tile finishes, new plumbing fixtures including wall-mounted lavatories with countertops at 2'-10" height, toilets with 1.6 GPF automatic flush valves, shower systems with curbless transitions, and urinals with 0.5 GPF manual flush valves. The facility will remain occupied throughout construction, requiring four portable restrooms with lavatories and toilets plus four portable showers connected to existing water sources. Fire protection work includes removal and replacement of sprinkler heads and installation of new ceiling-mounted fire alarm notification devices. Electrical work includes new LED lighting fixtures with occupancy sensors and dimmers, new 125-ampere panelboard installation, new GFCI receptacles, and connections for plumbing equipment. Mechanical systems require new exhaust and supply air ductwork with grilles and diffusers. All work must comply with 2024 International Building Code, ASCE 7-22 standards, UFC specifications, Tinker AFB standards, and applicable military specifications with design wind speed of 120 mph and seismic design category D.
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Text version
REVIEWED BY:
REVIEWED BY:
USING AGENCY:
ASBESTOS EVALUATION:
SAFETY:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
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INDUSTRIAL HYGIENE:
DATE:
PROJECT DRAWING INDEX SIGNATURES
CORROSION ENGINEER: (CECE)
CE OPERATIONS: (CECO)
COMMUNICATIONS: (COMM)
CHIEF ENGINEER DIR: (CECE)
CHIEF DESIGN BRANCH: (CECE)
DESIGN MANAGER: (CECE)
ZONE MANAGER:
CONSTRUCTION MANAGEMENT: (CECE)
ENVIRONMENTAL:
BASE CIVIL ENGINEER: (CE)
FIRE DEPARTMENT
GENERAL1. BRAND NAMES: REFERENCE TO SPECIFIC BRAND NAMES
OR COMPANIES IS FOR THE PURPOSE OF ESTABLISHING
MINIMUM QUALITY STANDARDS, IDENTIFICATION AND
GUIDANCE AND IS NOT INTENDED TO LIMIT SELECTION OF
OTHER MANUFACTURERS THAT ARE EQUAL OR EXCEED
THE SPECIFIED ITEMS IN TERMS OF PHYSICAL
PROPERTIES, INCLUDING, COLOR RANGE, FINISH,
DURABILITY, APPEARANCE, PERFORMANCE
CHARACTERISTICS, AND OTHER FACTORS. OTHER
PRODUCTS, MATERIALS, COLORS AND SYSTEMS, MAY BE
SUBMITTED FOR EVALUATION AND
APPROVAL/DISAPPROVAL BY THE CONTRACTING OFFICER.
2. THIS SET OF CONSTRUCTION DOCUMENTS SHALL BE
CONSIDERED AS A WHOLE IN THAT THE GENERAL
CONTRACTOR AND ALL THE SUB-CONTRACTORS ARE
RESPONSIBLE FOR THE INFORMATION PRESENTED ON ALL
SHEETS ON THE SET OF DRAWINGS AND ALL SECTIONS OF
THE SPECIFICATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR ERECTING ALL
CONSTRUCTION FENCING AND BARRICADES AS REQUIRED
TO PROTECT CONSTRUCTION MATERIAL AND TO PREVENT
ANY UNAUTHORIZED PERSONNEL FROM ENTERING THE
CONSTRUCTION SITE.
4. ANY DAMAGE TO THE EXISTING GROUNDS OR FACILITIES
CAUSED BY CONSTRUCTION TRAFFIC OR ANY
CONSTRUCTION OPERATION SHALL BE REPAIRED OR
REPLACED BY THE CONTRACTOR TO MATCH OR EXCEED
EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE
GOVERNMENT.
5. ALL WORK NOTED & LOCATED IN THESE DOCS SHALL BE
UNDERSTOOD BY THE CONTRACTOR TO REQUIRE ALL NEW
LABOR & MATERIALS UNLESS SPECIFICALLY NOTED TO BE
"EXISTING" OR "BY OTHERS".
WWYK190023
RENOVATE RESTROOMS,
B117
KEY PLAN:
GENERAL NOTES:
DISCIPLINE
PROJECT
LOCATION
1 G-101 GENERAL NOTES & VICINITY MAP
SHT.SEQ. SHEET TITLE
OF
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SHEET
SHEET NUMBER
SH
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
35%
DESIGN
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01 28
S-001 STRUCTURAL GENERAL NOTES
S-002 SPECIAL INSPECTIONS
S-101 STRUCTURAL PLAN
5 S-501 DETAILS
6 AD101 ARCHITECTURAL DEMOLITION FLOOR PLAN
7 A-101 ARCHITECTURAL NEW WORK FLOOR PLAN
A-201 INTERIOR ELEVATIONS9
A-501 TYPICAL ENLARGED PLAN & ELEVATIONS AND MATERIAL SCHEDULE
FD101 FIRE PROTECTION DEMOLITION PLAN
F-101 FIRE PROTECTION NEW WORK PLAN
PD101 PLUMBING DEMOLITION PLAN
PLUMBING NEW WORK PLAN
P-101
P-501 DETAILS
M-101 MECHANICAL NEW WORK PLAN
ED101 ELECTRICAL DEMOLITION PLAN
E-101 ELECTRICAL LIGHTING PLAN - NEW WORK
E-102 ELECTRICAL POWER PLAN - NEW WORK
MD101 MECHANICAL DEMOLITION PLAN
M-501 DETAILS
E-602 ELECTRICAL SCHEDULE
E-601 ELECTRICAL ONE-LINE
A-102 ARCHITECTURAL REFLECTED CEILING PLAN
A-202 INTERIOR ELEVATIONS
A-203 INTERIOR ELEVATIONS
A-601 DOOR SCHEDULE & DETAILS AND ROOM FINISH SCHEDULE
P-102 MEN'S NEW WORK PLAN
WOMEN'S NEW WORK PLANP-103
4/3
0/2
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TAXIWAY C
TAXIWAY M
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TAXIWAY A
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TAXIWAY F
TAXIWAY D
TAXIWAY E
TAXIWAY J
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TAXIWAY A
TAXIW
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TAXIWAY C
TAXIWAY D
TAXIWAY EE
TAXIWAY F
Elm C reek
Crutcho Creek
Kuhlman Creek
Soldier Creek
Kuhlman Creek
Elm C reek
East Crutcho Creek
Elm Creek
El m
C re ek
Elm Creek
Elm C reek
Elm CreekElm C reek
Ku hlm an C re ek
Ea st
C ru tc ho
C re ek
Elm C ree k
West Crutcho Creek
W es t C ru tc ho
C re ek
Elm Creek
Soldier Creek
Elm C reek
Soldier CreekSoldier Creek
Ea st
C ru tc ho
C re ek
Elm Creek
Ea st
C ru tc ho
C re ek
East C rutcho C reek
Soldier Creek
So ld ie r C re ek
East C rutch o Creek
Soldier C reek
Soldier C reek
So ld ie r C re ek
East Crutcho Creek
416506
21222121
59475946
11401128
62540
61089
838837
62509
62528
62523
62501X
43774
62512
62516
62525
3592135916
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62543
32101
71086
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35913
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43609
42116
62517
62515
62526
62527
62503
62513
61289
62542
62501OK
11289
62501
15930
15908
15904
15904
15908
15908
15904
15904
15908
62502
41046
62501
62514
62501
61018
71089
45134
96022
43120
41157
44045
45815
40592
43610
62522
41163
15930
15930
11824
Arnold St.
Ea st
D r.
SE 74th St
SE 59th St.
Ai r D ep ot
Patrol Rd.
St af f D r.
Reserve Rd.
5th Ave
"A " A ve
M un iti on s R d.
W ar eh ou se R d.
"B " A ve
7th St.
"H " A ve
M cN ar ne y Av e.
Mitchell Ave
Al er t R d.
Co ok
A ve
W es t D r.
"E "A ve
Extender Dr.
Sentry Rd.
34th St.
Twining Dr.
5th Ave.
Jo ne s
Globemaster Dr.
To w er R d.
Vanaman Rd.
In du st ria l B lv d.
So ut h St
1st St.
Do ol itt le
A ve
Pi cn ic R d.
Ja m es D r.
W ol fe D r.
Ai r D ep ot
Ai r D ep ot
"D " A ve
Perimeter Rd.
Rapcon Rd.
Reserve Rd
"L " A ve
Mercury Rd.
1st St.
Br ow n Dr
Po nd
R d.
O ld
A ir
De po t
Airey Dr.
Bradley Dr.
Entrance Road "C"
Entrance Road "A"
"C " A ve
"C " A ve
Vandenberg Dr.
Hi llt op R d.
Do rm ito ry
R d.
Dormitory Rd.
"M " A ve
Chennault Dr.
M itc he ll A ve
Spaatz Dr.
Co m m od ity D r.
Doolittle Ave
W hi te D r.
3rd Ave.
"D " D riv e
Ba ll
Pa rk
R d.
Joint STARS Dr.
Ai r D ep ot
B lv d
Turbine Dr. Turbine Dr.
Central Plant Dr.
6th St.6th St.
Falco n Dr.
Blackb ird
Dr.
W ey la nd
L oo p
Pegasus Dr.
Thunderbolt D r.
Munitions Rd. Ext.
Codding Rd.
Starlifter Dr.
Chidlaw Ct.
Co rs ai r D r.
Ra pt or Ct
N ig ht H aw k
Ct
Ph an to m
D r.
Fr an kl in
Po w er ho us e
Dr
Sk ym as te r D r.
Spaatz Ct.
La w re nc e
M un de ll
Nabors Dr.
In tr ud er
D r.
M cN ic kl e
M ill er D r.
Ta il
Fe at he r D r.
Holden Dr.
Ai re y C ir.
Smith Ct.
Ra ve n Ct
Air Dep ot Ai r D ep ot
Vanaman Rd.
1st St.
1st St.
TAXIWAY F
Ra w li ng s A ve
Mitc he ll A ve
Mercury Rd.
Ra ily ar d
Rd
He rc ul es
R d.
"F " A ve
Pr op ul sio n Dr
Stratofortress Dr.
96021
Arnold St.
62501W 62501E
TINKER AFB, OK
VICINITY MAP
BASE
OPERATIONS
B240
CONTRACTING
B3
GOTT
GATE
TINKER GATE
PASS & ID B6611
HRUSKOCY
GATE
EAKER GATE
FIRE DEPARTMENT
B117
VANCE
GATE
LIBERATOR GATE
HOPE
GATE
LEGEND
CONTRACTOR
HAUL ROUTE
LANCER
GATE
TRUCK GATE
PIAZZA GATE
BASE CIVIL
ENGINEER
B400
FUTURE
TRUCK GATE
FUTURE
HAUL ROUTE
PROJECT
LOCATION
(FUTURE
HAUL ROUTE)
(F
UT
UR
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HA
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SHEET
SHEET NUMBER
SH
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
35%
DESIGN
W W
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02 28
MAXIMUM
MECH MECHANICAL
MEZZ MEZZANINE
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MTL METAL
(N) NEW
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NS NEAR SIDE
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
P/C PRECAST
PEMB PREENGINEERED
METAL BUILDING
PLATE
PLY PLYWOOD
PLF POUNDS PER LINEAR
FOOT
PNL PANEL
P/S PRESTRESS(ED)
PSF POUNDS PER SQUARE
FOOT
PSI POUNDS PER SQUARE
INCH
PT PRESSURE TREATED
R RADIUS
RBS REDUCED BEAM
SECTION
RCP REINF CONC PIPE
REF REFERENCE
REINF REINFORCE(ING)(MENT
REQD REQUIRED
RF ROOF
RO ROUGH OPENING
RTU ROOF TOP UNIT
SC SLIP CRITICAL
SCHED SCHEDULE
SHTG SHEATHING
SIM SIMILAR
SMS SHEET METAL SCREW
SOG SLAB ON GRADE
SPEC SPECIFICATION(S)
SQ SQUARE
STD STANDARD
STGR STAGGER(ED)
STIFF STIFFEN(ER)
STL STEEL
STRUCT STRUCTURAL
SYMM SYMMETRICAL
SW SHEAR WALL
T&B TOP & BOTTOM
T&G TONGUE & GROOVE
THK THICK(NESS)
THRD THREAD(ED)
TN TOE NAIL(ING)
T/CONC TOP OF CONCRETE
T/PARAPET TOP OF PARAPET
T/STEEL TOP OF STEEL
TOW TOP OF WALL
TOF TOP OF FTG/FDN
T/ TOP OF
TRANS TRANSVERSE
TYP TYPICAL
UNBLKD UNBLOCKED
UNO UNLESS NOTED
OTHERWISE
V VERTICAL
VIF VERIFY IN FIELD
W WIDTH (WIDE)
W/ WITH
WD WOOD
W/O WITHOUT
WP WORK POINT
WT WEIGHT
WWF WELDED WIRE FABRIC
X-STG EXTRA STRONG
XX-STG DOUBLE EXTRA
STRONG
YD YARD
ABBREVIATIONS
& AND
@ AT
AB ANCHOR BOLT
ABV ABOVE
ADDL ADDITIONAL
ALT ALTERNATE
ARCH ARCHITECT(URAL)
ATR ALL THREAD ROD
B/ BOTTOM OF
BF BRACED FRAME
BLDG BUILDING
BLKD BLOCKED
BLKG BLOCK(ING)
BLW BELOW
BM BEAM
BN BOUNDARY NAILING
BRG BEARING
BTM BOTTOM
BP BASE PLATE
C= CAMBER
CFS COLD-FORMED STEEL
CIP CAST IN PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLR CLEAR(ANCE)
CMU CONCRETE MASONRY
UNIT
CNTR CENTER(ED)
COL COLUMN
CONC CONCRETE
CONST CONSTRUCT(ION)
CONST JT CONSTRUCTION JOINT
CONT CONTINUOUS
CSK COUNTERSINK
d PENNY(NAILS)
DBL DOUBLE
DIA, Ø DIAMETER
DO DITTO
DWG DRAWING(S)
DWL DOWEL(S)
(E) EXISTING
EA EACH
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
EMBED EMBED(ED)(MENT)
EN EDGE NAILING
EQ EQUAL
EQUIP EQUIPMENT
ESR EVALUATION SERVICE
REPORT
ES EACH SIDE
EW EACH WAY
EXT EXTERIOR
FDN FOUNDATION
FF FINISHED FLOOR
FG FINISH GRADE
FLR FLOOR
FN FIELD NAILING
FO FACE OF
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FOS FACE OF STUD
FP FULL PENETRATION
FRMG FRAMING
FS FAR SIDE
FT FOOT(FEET)
FTG FOOTING
GA GAUGE(GAGE)
GALV GALVANIZE(D)
GL GLUE LAMINATE
GLB GLUE LAMINATED
BEAM
GR GRADE
GYP GYPSUM
H HORIZONTAL
HD HOLDOWN
HDG HOT DIPPED
GALVANIZED
HDR HEADER
HGR HANGER
HK HOOK
HSS HOLLOW STRUCTURAL
SECTION
HT HEIGHT
IAPMO INTERNATIONAL
ASSOCIATION OF
PLUMBING AND
MECHANICAL
OFFICIALS
ID INSIDE DIAMETER
IJ ISOLATION JOINT
IN INCH(ES)
INT INTERIOR
JST JOIST
JT JOINT
L LONG (LENGTH)
LB POUND(S)
LLH LONG LEG
HORIZONTAL
LLV LONG LEG VERTICAL
LONG LONGITUDINAL
LW LIGHTWEIGHT
MAX MAXIMUM
MECH MECHANICAL
MEZZ MEZZANINE
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MTL METAL
(N) NEW
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NS NEAR SIDE
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
P/C PRECAST
PEMB PREENGINEERED
METAL BUILDING
PLATE
PLY PLYWOOD
PLF POUNDS PER LINEAR
FOOT
PNL PANEL
P/S PRESTRESS(ED)
PSF POUNDS PER SQUARE
FOOT
PSI POUNDS PER SQUARE
INCH
PT PRESSURE TREATED
R RADIUS
RBS REDUCED BEAM
SECTION
RCP REINF CONC PIPE
REF REFERENCE
REINF REINFORCE(ING)(MENT
REQD REQUIRED
RF ROOF
RO ROUGH OPENING
RTU ROOF TOP UNIT
SC SLIP CRITICAL
SCHED SCHEDULE
SHTG SHEATHING
SIM SIMILAR
SMS SHEET METAL SCREW
SOG SLAB ON GRADE
SPEC SPECIFICATION(S)
SQ SQUARE
STD STANDARD
STGR STAGGER(ED)
STIFF STIFFEN(ER)
STL STEEL
STRUCT STRUCTURAL
SYMM SYMMETRICAL
SW SHEAR WALL
T&B TOP & BOTTOM
T&G TONGUE & GROOVE
THK THICK(NESS)
THRD THREAD(ED)
TN TOE NAIL(ING)
T/CONC TOP OF CONCRETE
T/PARAPET TOP OF PARAPET
T/STEEL TOP OF STEEL
TOW TOP OF WALL
TOF TOP OF FTG/FDN
T/ TOP OF
TRANS TRANSVERSE
TYP TYPICAL
UNBLKD UNBLOCKED
UNO UNLESS NOTED
OTHERWISE
V VERTICAL
VIF VERIFY IN FIELD
W WIDTH (WIDE)
W/ WITH
WD WOOD
W/O WITHOUT
WP WORK POINT
WT WEIGHT
WWF WELDED WIRE FABRIC
X-STG EXTRA STRONG
XX-STG DOUBLE EXTRA
STRONG
YD YARD
ABBREVIATIONSGENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH LOCAL
STANDARDS AND APPLICABLE PROVISIONS OF THE UFC 3-301-01 (IBC 2024).
ANY DEVIATION FROM THE APPROVED CONTRACT STRUCTURAL DRAWINGS
SHALL ONLY BE MADE AFTER WRITTEN APPROVAL BY THE ENGINEER OF
RECORD.
ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE
WORKING DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF
THE ENGINEER OF RECORD AND WORK SHALL NOT PROCEED UNTIL WRITTEN
DIRECTION IS PROVIDED BY THE ENGINEER OF RECORD.
PROJECT SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTS AND
ARE TO BE USED IN CONJUNCTION WITH THE PROJECT DRAWINGS.
NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE
GENERAL NOTES AND TYPICAL DETAILS IN CASE OF CONFLICT.
DETAILS LABELED "TYPICAL" APPLY TO SITUATIONS OCCURRING THAT ARE THE
SAME OR SIMILAR TO THOSE SPECIFICALLY SHOWN. SUCH DETAILS APPLY
WHEREVER THEY OCCUR, EVEN WHEN NOT SPECIFICALLY REFERENCED ON THE
DRAWINGS.
WHERE NO CONSTRUCTION DETAILS ARE SHOWN, NOTED, AND DON'T APPEAR
TO ALIGN WITH TYPICAL DETAILS, CONTACT THE STRUCTURAL ENGINEER OF
RECORD.
IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS
OR DETAILS ON THESE STRUCTURAL DRAWINGS.
ELEVATIONS GIVEN ON THE STRUCTURAL DRAWINGS ARE REFERENCED FROM
FINISHED FLOOR, UNLESS OTHERWISE NOTED.
THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE
FINISHED STRUCTURE, UNLESS OTHERWISE NOTED. THEY DO NOT INDICATE THE
MEANS OR METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL PERFORM
ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMEN, AND
OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE,
BUT ARE NOT LIMITED TO THE DESIGN, ERECTION, AND REMOVAL OF
TEMPORARY BRACING, SHORING, FALSEWORK, ETC. THE CONTRACTOR SHALL
SUPERVISE AND DIRECT THE WORK AND BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
PROCEDURES. OBSERVATION VISITS BY THE ENGINEER OF RECORD OR THEIR
DELEGATE DO NOT CONSTITUTE INSPECTION OR APPROVAL OF THE ABOVE
ITEMS.
VERIFICATION: THE DETAILING AND DIMENSIONS OF EXISTING STRUCTURES DO
NOT NECESSARILY REPRESENT THE AS-CONSTRUCTED CONDITIONS. THE
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE
CONDITIONS BEFORE STARTING WORK. NOTIFY THE ENGINEER OF RECORD
IMMEDIATELY OF ANY DISCREPANCIES. IN INSTANCES WHERE DISCREPANCIES
ARE IDENTIFIED, WORK SHALL NOT PROCEED UNTIL WRITTEN DIRECTION IS
PROVIDED BY THE ENGINEER OF RECORD.
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DETAILS,
DIMENSIONS AND SITE CONDITIONS TO AVOID THE INTERFERENCE OF
MATERIALS EMBEDDED IN CONCRETE OR MASONRY INCLUDING BUT NOT LIMITED
TO REINFORCING STEEL, PRESTRESSING STEEL AND HARDWARE,
MISCELLANEOUS STEEL AND CONDUITS.
PRIOR TO BEGINNING EXCAVATION, THE CONTRACTOR SHALL LOCATE AND
PROTECT UNDERGROUND OR CONCEALED UTILITIES WHERE NEW WORK IS
BEING PERFORMED. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING
EXISTING UTILITIES IN THE WORK AREA AND SHALL REPAIR ANY DAMAGE
CAUSED BY THEIR OPERATIONS AT THEIR COST.
CONSTRUCTION MATERIALS SHALL BE EVENLY DISTRIBUTED IF PLACED ON
FLOORS OR ROOFS DURING CONSTRUCTION. LOADS SHALL NOT EXCEED THE
DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR
BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
CONCRETE SLAB ON GRADE IS TO HAVE REACHED IT'S FULL 28-DAY
COMPRESSIVE STRENGTH BEFORE LOADING.
PROVIDE A LIST OF ALL PROPOSED SUBSTITUTIONS AND MANUFACTURER'S ICC
ES REPORTS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL
BEFORE FABRICATION OR INSTALLATION.
OPENINGS, POCKETS, SLEEVES, BLOCK-OUTS, ETC. SHALL NOT BE PLACED IN
SLABS, FOUNDATIONS, ETC. UNLESS SPECIFICALLY DETAILED ON THESE
STRUCTURAL DRAWINGS. THE ENGINEER OF RECORD SHALL BE NOTIFIED WHEN
OTHER DRAWINGS SHOW OPENINGS, POCKETS, SLEEVES, BLOCK-OUTS, ETC.
THAT ARE NOT SHOWN ON THESE STRUCTURAL DRAWINGS.
NO STRUCTURAL MEMBER SHALL BE CUT OR MODIFIED FOR PIPES, DUCTS, ETC.,
UNLESS SPECIFICALLY SHOWN ON THESE STRUCTURAL DRAWINGS.
THESE STRUCTURAL DRAWINGS ILLUSTRATE THE NEW STRUCTURAL MEMBERS.
REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR
NON-STRUCTURAL ITEMS WHICH REQUIRE SPECIAL PROVISIONS DURING
CONSTRUCTION OF THE STRUCTURAL MEMBERS.
REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR DEPRESSIONS, SLOPES,
DRAINS, CURBS, PADS, EMBEDDED ITEMS, NON-BEARING PARTITIONS, AND
LOCATION AND DETAILS FOR ALL MISCELLANEOUS HANDRAILS, LADDERS,
HANGERS AND STEEL GRATINGS. REFER TO MECHANICAL AND ELECTRICAL
DRAWINGS FOR SLEEVES AND HANGARS FOR PIPES, DUCTS, AND EQUIPMENT.
SEE PLUMBING, FIRE PROTECTION, MECHANICAL, ELECTRICAL AND
MANUFACTURER'S DRAWINGS FOR TYPE, SIZE, LOCATION, ANCHORAGE
REQUIREMENTS AND PADS FOR ALL EQUIPMENT. MANUFACTURER'S TEMPLATES
SHOWING ANCHOR BOLT LOCATIONS SHALL BE OBTAINED FOR ALL EQUIPMENT.
COORDINATE WITH THE EQUIPMENT SUPPLIER PRIOR TO PLACING SLABS, WALLS
AND FOUNDATIONS.
THESE STRUCTURAL DRAWINGS INDICATE ONLY THE APPROXIMATE LOCATION
OF MECHANICAL, ELECTRICAL AND OTHER EQUIPMENT AS WELL AS THEIR
RELATED AUXILIARY FRAMING NECESSARY TO SUPPORT THE EQUIPMENT. THE
FINAL POSITIONING OF THESE ITEMS IS DEPENDENT UPON THE EQUIPMENT
PROVIDED. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK
BETWEEN SUBCONTRACTORS IN THIS REGARD AND PROVIDING NECESSARY
INFORMATION AND DIMENSIONS IN A TIMELY MANNER TO ALL PARTIES INVOLVED.
OBSERVATION VISITS TO THE SITE BY THE ENGINEER OF RECORD OR THEIR
DELEGATE SHALL NOT CONSTITUTE REQUIRED SPECIAL INSPECTIONS NOTED
HEREIN.
THE CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED TO SUPPORT
CONSTRUCTION EQUIPMENT. THE CONTRACTOR IS RESPONSIBLE FOR THE
DESIGN OF THE SLAB WHERE CONSTRUCTION EQUIPMENT IS TO BE PLACED
THAT EXCEED THE DESIGN FLOOR LIVE LOAD. ANY DAMAGE TO THE CONCRETE
SLAB AS A RESULT OF CONSTRUCTION EQUIPMENT IS THE RESPONSIBILITY OF
THE CONTRACTOR AND SHALL BE REPAIRED AT THEIR COST. CONCRETE SLAB
ON GRADE IS TO HAVE REACHED IT'S FULL 28-DAY COMPRESSIVE STRENGTH
BEFORE LOADING.
SHOP DRAWINGS AND PRODUCT DATA
1.
2.
3.
4.
5.
6.
7.
8.
THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS IS ONLY FOR REVIEW
OF GENERAL COMPLIANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND
THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS. IT IS THE
GENERAL CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SHOP DRAWINGS
PRIOR TO SUBMITTING TO THE ARCHITECT. THE GENERAL CONTRACTOR IS
RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND
DIMENSIONS, SELECTING FABRICATION PROCESSES AND TECHNIQUES OF
CONSTRUCTION; COORDINATING THE WORK WITH THAT OF ALL OTHER TRADES;
AND PERFORMING THE WORK IN A SAFE AND SATISFACTORY MANNER.
SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN
ADDITION TO ANY ITEMS REQUIRED BY THE SPECIFICATIONS. THE SUBMITTALS,
TESTING & INSPECTION MATRIX IS PROVIDED AS A GUIDE ONLY, AND MAY NOT BE
ALL-INCLUSIVE. CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR
USE AS SHOP DRAWINGS.
THE GENERAL CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS
AND PRODUCT DATA FOR CONFORMANCE WITH THE CONSTRUCTION
DOCUMENTS PRIOR TO SUBMITTAL. ANY SHOP DRAWINGS OR PRODUCT DATA
NOT REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR WILL BE
RETURNED WITHOUT REVIEW. THE CONTRACTOR SHALL CLOUD OR FLAG ALL
ITEMS NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM THE ORIGINAL CONTRACT
DRAWINGS SHALL BE CLOUDED BY THE MANUFACTURER OR FABRICATOR. THE
STRUCTURAL ENGINEER RESERVES THE RIGHT TO ALLOW OR NOT ALLOW ANY
CHANGES TO THE ORIGINAL CONTRACT DRAWINGS AT ANY TIME BEFORE OR
AFTER SHOP DRAWING REVIEW.
THE SHOP DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT DRAWINGS.
ITEMS OMITTED OR SHOWN INCORRECTLY AND WHICH ARE NOT NOTED AS
ALLOWED BY THE STRUCTURAL ENGINEER OR ARCHITECT ARE NOT TO BE
CONSIDERED CHANGES TO THE ORIGINAL CONTRACT DRAWINGS.
SHOP DRAWINGS WILL BE RETURNED FOR RESUBMITTAL IF MAJOR ERRORS OR
OMISSIONS ARE FOUND DURING REVIEW.
SUBMIT NOT MORE THAN FIVE (5) SETS FOR ANY ONE SUBMITTAL. ONE COPY
WILL BE RETAINED BY THE STRUCTURAL ENGINEER AND THE BALANCE
RETURNED.
ALLOW A MINIMUM OF FIVE WORKING DAYS FOR REVIEW OF SHOP DRAWINGS BY
THE STRUCTURAL ENGINEER.
SOILS AND FOUNDATIONS
1.
2.
3.
4.
5.
6.
7.
8.
9.
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
GEOTECHNICAL DESIGN CRITERIA
OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER LICENSED IN THE STATE OF
JURISDICTION TO PERFORM NECESSARY TESTING AND INSPECTIONS FOR
QUALITY CONTROL AND TO ENSURE THAT THE REQUIREMENTS OF THE
GEOTECHNICAL RECOMMENDATIONS ARE COMPLIED WITH. TEST REPORTS SHALL BE
SUBMITTED DIRECTLY TO THE ARCHITECT AND ENGINEER FROM THE
GEOTECHNICAL ENGINEER, WITH A COPY TO THE CONTRACTOR.
FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS,
EXISTING FOUNDATIONS, ETC., OR ANY UNUSUAL SOILS CONDITIONS
ENCOUNTERED DURING SITE CLEARING OR EXCAVATION SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT IMMEDIATELY. DO NOT PROCEED UNTIL
WRITTEN INSTRUCTIONS TO REMEDY ARE RECEIVED. ABANDONED FOOTINGS,
NEW OR EXISTING UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION
SHALL BE REROUTED OR REMOVED AS DIRECTED BY THE ARCHITECT.
SLOPE ALL EXTERIOR FINISHED GRADES AWAY FROM THE BUILDING TO ENSURE
NO PONDING OF WATER OCCURS AROUND BUILDINGS.
INSTALL ALL UNDERSLAB PIPING AND ELECTRICAL WORK AND RECOMPACT ANY
DISTURBED COMPACTED MATERIAL BEFORE PLACEMENT OF CONCRETE SLAB ON
GRADE.
CONTRACTOR IS RESPONSIBLE FOR ALL SHORING, CRIBBING, SHEET PILING, ETC.
AS REQUIRED TO SAFELY RETAIN EXCAVATIONS AND TRENCHES DURING
CONSTRUCTION. CONTRACTOR SHALL RETAIN A PROFESSIONAL ENGINEER
LICENSED IN THE STATE OF JURISDICTION TO DESIGN ALL SHORING, TIE BACKS,
ETC. WHERE SHORING IS TO BE PERMANENT, THE DESIGN MUST MEET ALL
REQUIREMENTS OF THE BUILDING CODE.
EXCAVATION DEPTH AND SIDEWALL INCLINATION SHALL NOT EXCEED THOSE
SPECIFIED IN LOCAL, STATE OR FEDERAL REGULATIONS INCLUDING THOSE
DEFINED IN SUBPART P OF CHAPTER 27, 29 CFR PART 1926 (OF FEDERAL
REGISTER). EXCAVATIONS MAY NEED TO BE WIDENED AND SLOPED, OR
TEMPORARILY BRACED TO MAINTAIN OR DEVELOP A SAFE WORK ENVIRONMENT.
CONTRACTOR IS SOLELY RESPONSIBLE FOR ASSESSING STABILITY UNDER
"MEANS AND METHODS."
REFER TO THE ARCHITECTURAL PLANS FOR PERIMETER INSULATION
REQUIREMENTS.
SOIL DESIGN PARAMETERS (SHALLOW FOUNDATIONS):
MINIMUM DEPTH OF BOTTOM OF FOOTINGS = 2'-0" BELOW LOWEST ADJACENT
GRADE
MINIMUM WIDTH OF COLUMN FOOTINGS = 2'-0"
MINIMUM WIDTH OF CONTINUOUS FOOTINGS = 1'-6"
FROST DEPTH = 2'-0"
ALLOWABLE NET VERTICAL BEARING PRESSURE FOR ISOLATED/PAD
FOOTINGS = 1500 PSF
ALLOWABLE NET VERTICAL BEARING PRESSURE FOR CONTINUOUS
FOOTINGS = 1500 PSF
COEFFICIENT OF FRICTION BETWEEN SOIL AND CONCRETE = 0.30 (ULTIMATE
VALUE)
PASSIVE EARTH PRESSURE = 135PCF (NON-EXPANSIVE CLAY)
UNIT WEIGHT = 130 PCF (NON-EXPANSIVE CLAY)
SOIL SITE CLASS = D
THE FOUNDATION DESIGN IS BASED UPON THE IBC PRESUMPTIVE LOAD-BEARING
VALUES. STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL
ASPECT OF THIS PROJECT.
CONTINUOUS WALL
OR PAD FOUNDATION
(N) STEEL COLUMN
F 2.0
(-1'-4") FOOTING TAG
SHEAR WALL
FOOTING STEP
CMU WALL
CONCRETE WALL
HEADERH-X
MOMENT CONNECTION
CANTILEAVER CONNECTION
STEP IN SLAB
DECK SPAN DIRECTION
S
SYMBOLS
WOOD/STEEL WALL
GRIDER
(E) STEEL COLUMN
JOIST
DESIGN CRITERIA
1.
A.
B.
C.
D.
2.
A.
B.
C.
D.
A.
B.
C.
D.
E.
F.
A.
B.
C.
D.
E.
F.
G.
H.
A.
B.
C.
D.
E.
F.
G.
H.
I.
J K.
L.
M.
N.
O.
THE DESIGN CRITERIA SHALL CONFORM TO THE PROVISIONS OF THE UFC 3-301-01, AND STANDARDS REFERENCED
THEREIN.
INTERNATIONAL BUILDING CODE (IBC) - 2024 EDITION
TAFB FACILITY STANDARD
MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES - ASCE 7-22
RISK CATEGORY OF BUILDING IV
DESIGN LOADS:
ROOF DEAD LOAD
ROOF LIVE LOAD
FLOOR DEAD LOAD
FLOOR LIVE LOAD
3. SNOW DESIGN CRITERIA:
RISK CATEGORY
GROUND SNOW LOAD, p g MINIMUM ROOF SNOW LOAD, p s SNOW EXPOSURE FACTOR, Ce THERMAL FACTOR, Ct t SLOPE FACTOR, C s
4. WIND DESIGN CRITERIA:
RISK CATEGORY
DESIGN WIND SPEED (V ULT )
DESIGN WIND SPEED (V ASD )
EXPOSURE CATEGORY
TOPOGRAPHIC FACTOR (K zt) GC pi
GUST EFFECT FACTOR (G)
WIND BASE SHEAR (V W )
CORNER EDGE DISTANCE a = 13'-7" POSITIVE AND NEGATIVE VALUES SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM SURFACES, RESPECTIVELY.
5. SEISMIC DESIGN CRITERIA:
RISK CATEGORY
IMPORTANCE FACTOR, I e
SITE CLASS
S s
S MS
S DS
S 1 S M1 S D1
SEISMIC DESIGN CATEGORY (SDC)
SEISMIC RESISTING SYSTEM
SEISMIC BASE SHEAR
RESPONSE COEFFICIENT (Cs)
RESPONSE MODIFICATION COEFF (R)
ANALYSIS PROCEDURE
6. FLOOD DESIGN DATA: NOT REQUIRED, NOT IN FLOOD ZONE.
7. ROOF DRAIN LOAD DATA:
A. 15 MINUTE RAIN INTENSITY
B. 60 MINUTE RAIN INTENSITY
20 PSF (TOTAL)
20 PSF (NON-REDUCIBLE)
63 PSF (CONCRETE SLAB ON GRADE)
75 PSF (CONCRETE SLAB ON GRADE AT RESTROOMS)
IV
22 PSF
22 PSF
1.0 1.2 1.0
IV
120 MPH
93 MPH
C 1.0 +/- 0.18 0.85 N/A
IV
1.5 D 0.31g 0.35g 0.23g 0.08g 0.17g 0.11g C
ORDINARY-REINFORCED MASONRY SHEAR WALLS.
0.173*WEIGHT
0.173 2.0
EQUIVALENT LATERAL FORCE
9.82 IN/HR
5.04 IN/HR
BUILDING COMPONENTS AND CLADDING
GROSS WIND PRESSURES (1.0W)
ZONE DESCRIPTION
POSITIVE PRESSURES (PSF)
EFFECTIVE AREA (FT2 )
10 20 50 100 200 500
NEGATIVE PRESSURES (PSF)
EFFECTIVE AREA (FT2 )
10 20 50 100 1000
17 161'
ROOF INT'
ROOF EDGE
ROOF CORNER
WALL INTERIOR
WALL CORNER
-84
-44 -54
1 ROOF INT -64
-115 40 30 40 30
-37 -37 -20 17 16 17 16 17 16
-54
-34 -34
-40
-54
CAST IN PLACE CONCRETE
1.
2.
A.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301,
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318,
"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", EXCEPT AS
MODIFIED BY THE CONTRACT DOCUMENTS.
CONCRETE SHALL BE READY MIXED CONCRETE IN ACCORDANCE WITH ASTM C94.
MINIMUM 28 DAY COMPRESSIVE STRENGTH SHALL BE 4000 PSI EXCEPT AS FOLLOWS:
CONCRETE EXPOSED TO FREEZE/THAW CYLCLE 4,500 PSI
CEMENT SHALL CONFORM TO ASTM C150, TYPE I, TYPE II, OR TYPE V IF
RECOMMENDED BY GEOTECHNICAL ENGINEER FOR FOUNDATION ELEMENTS.
CONCRETE EXPOSED TO SOIL SHALL HAVE TYPE II CEMENT AND A MAXIMUM W/C
RATIO OF 0.5. AGGREGATE PER ASTM C33. LIGHTWEIGHT AGGREGATE PER ASTM
C330. MAXIMUM 4" SLUMP FOR ALL CONCRETE. DO NOT TAMP SLABS (USE ROLLER
BUG, VIBRATING SCREED OR BULL FLOAT ONLY). CONCRETE CONTAINING
SUPERPLASTICIZING ADMIXTURE SHALL HAVE FIELD-VERIFIED 3" MAXIMUM SLUMP
PRIOR TO ADDING ADMIXTURE AND 8" MAXIMUM SLUMP AT PLACEMENT. MIX DESIGNS
SHALL BE DESIGNED BY THE CONCRETE PRODUCTION FACILITY IN ACCORDANCE WITH
ACI 301 AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.
PROVIDE AIR-ENTRAINING ADMIXTURE AT ALL CONCRETE EXPOSED TO FREEZE/THAW
CYCLES AT A RATE ADEQUATE TO PROVIDE 6.0% AIR AT POINT OF PLACEMENT. DO
NOT ALLOW AIR CONTENT OF INTERIOR TROWEL FINISHED SLABS TO EXCEED 3.0%.
WHERE INDICATED FIBER MESH REINFORCEMENT IN SLABS ON GRADE SHALL
CONFORM TO ASTM C1116, TYPE III, SYNTHETIC FIBERS OF 100 PERCENT VIRGIN
POLYPROPYLENE FIBRILLATED FIBERS CONTAINING NO REPROCESSED OLEFIN
MATERIALS. PROVIDE MINIMUM OF 1.5 POUNDS OF FIBERS PER CUBIC YARD OF
CONCRETE USED.
CONCRETE SHALL BE FREE OF CALCIUM CHLORIDE. NO FLY ASH ADDITIVES SHALL BE
PERMITTED IN CONCRETE FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE.
WHEN USED, FLY ASH SHALL CONFORM TO ASTM C618, CLASS F OR C. FLY ASH SHALL
NOT REPLACE MORE THAN 25% OF CEMENT BY WEIGHT.
CONTINUOUS SPECIAL INSPECTION: REQUIRED FOR DESIGN STRENGTHS EXCEEDING
2500 PSI.
PROVIDE SLEEVES FOR UTILITY OPENINGS IN CONCRETE BEFORE PLACING
CONCRETE. DO NOT CUT ANY CONFLICTING REINFORCING.
NO CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THE DRAWINGS SHALL
BE INSTALLED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. PROVIDE 3/4"
CHAMFER AT ALL EXTERIOR CORNERS AND EDGES OF PERMANENTLY EXPOSED
CONCRETE.
DO NOT SUBJECT CONCRETE TO ANY PROCEDURE THAT WILL CAUSE SEGREGATION.
DEPOSIT CONCRETE AS NEAR AS PRACTICABLE TO THE FINAL POSITION TO AVOID
SEGREGATION.
CONCRETE FOOTINGS AND PADS MAY BE POURED AGAINST NEAT EXCAVATIONS
PROVIDED THE REQUIRED CONCRETE COVERAGE FOR REINFORCING IS MAINTAINED.
MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON
GRADE NEED BE VIBRATED ONLY AROUND EMBEDDED ITEMS AND UNDERFLOOR
DUCTS, ETC. MECHANICALLY VIBRATE ONLY THE TOP 5 FEET OF DRILLED PIER
CONCRETE. REVIBRATE TOP OF DRILLED PIER 15 MINUTES AFTER PLACING
CONCRETE.
MIXING AND DELIVERY AS MEASURED FROM BATCH TIME TO COMPLETION OF
DISCHARGE FROM TRUCK SHALL NOT EXCEED 90 MINUTES. WHEN AIR TEMPERATURE
IS ABOVE 90 DEG F (32 DEG C), REDUCE MIXING, DELIVERY TIME AND DISCHARGE TO
60 MINUTES.
CURE EXPOSED CONCRETE FOR A MINIMUM OF 7 DAYS IN ACCORDANCE WITH ACI
308.1 PROCEDURES IN ORDER TO PREVENT CRACKING. CURE WITH CURING AND
SEALING COMPOUND, MOIST CURING, MOISTURE-RETAINING COVER CURING, OR
COMBINATIONS THEREOF. IF CURING COMPOUND IS USED, APPLY AT A RATE
SPECIFIED BY THE MANUFACTURER. CONCRETE SHALL BE MAINTAINED ABOVE 50
DEGREES F AND IN A MOIST CONDITION FOR A MINIMUM OF 7 DAYS AFTER
PLACEMENT.ALL CONCRETE SHALL BE TESTED BY AN INDEPENDENT TESTING AGENCY
AND RESULTS REPORTED TO THE ARCHITECT.
FOR PLACEMENT OF CONCRETE IN EITHER HOT OR COLD WEATHER CONDITIONS
FOLLOW THE ACI STANDARD PROCEDURES.
REINFORCING BARS, ANCHOR BOLTS, REBAR DOWELS, AND OTHER CONCRETE
INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACEMENT OF CONCRETE
AND STABBING INTO WET CONCRETE IS NOT ALLOWED.
CHAMFER: 3/4 INCH ON EXPOSED CORNERS.
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03 28
STATEMENT OF QUALITY ASSURANCE /
SPECIAL INSPECTIONS
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
QUALITY ASSURANCE / SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH THE
UFC 3-301-01 AS SUMMARIZED BELOW.
THE SPECIAL INSPECTORS MUST BE QUALIFIED TO PERFORM THE TYPES OF
INSPECTION SPECIFIED.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR
OR INSPECTING AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY
WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT
SPECIAL INSPECTION IS SUBJECT TO REMOVAL.
THE SPECIAL INSPECTOR(S) SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE
WITH THE CONTRACT DOCUMENTS AND SUBMIT RECORDS OF INSPECTION TO THE
ARCHITECT, ENGINEER OF RECORD AND AUTHORITY HAVING JURISDICTION.
SPECIAL INSPECTIONS SHALL BE PERFORMED BY A CERTIFIED OR QUALIFIED SPECIAL
INSPECTOR(S), AS DETERMINED AND TO THE SATISFACTION OF THE ARCHITECT,
ENGINEER OF RECORD AND AUTHORITY HAVING JURISDICTION.
PERIODIC SPECIAL INSPECTION IS DEFINED AS THE PART-TIME OR INTERMITTENT
INSPECTION OF THE WORK BY AN APPROVED INSPECTOR WHO IS PRESENT IN THE
AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION
OF WORK. CONTINUOUS SPECIAL INSPECTION IS DEFINED AS THE FULL-TIME
INSPECTION OF THE WORK BY AN APPROVED INSPECTOR WHO IS CONTINUOUSLY
PRESENT AND MONITORING THE WORK PERFORMED. IN ALL CASES, THE INSPECTION
SHALL BE COORDINATED AND PERFORMED SO THAT WORK CAN BE CORRECTED PRIOR
TO OTHER RELATED WORK PROCEEDING AND COVERING THE INSPECTED WORK.
ASSOCIATED TESTING SHALL BE PERFORMED AS INDICATED IN THE FOLLOWING TABLES
BY AN APPROVED AND ACCREDITED AGENCY AS DETERMINED AND TO THE
SATISFACTION OF THE ARCHITECT, ENGINEER OF RECORD AND AUTHORITY HAVING
JURISDICTION.
SPECIAL INSPECTION AND ASSOCIATED TESTING REPORTS SHALL BE SUBMITTED TO
THE ENGINEER OF RECORD, CONTRACTOR, AUTHORITY HAVING JURISDICTION, AND
ARCHITECT WITHIN ONE WEEK OF INSPECTION OR WITHIN ONE WEEK OF TEST
COMPLETION.
AT THE CONCLUSION OF CONSTRUCTION, A FINAL REPORT SHALL BE SUBMITTED BY
THE SPECIAL INSPECTOR(S) WHICH DOCUMENTS THE REQUIRED SPECIAL INSPECTIONS
AND CORRECTION OF PREVIOUSLY NOTED DISCREPANCIES. THE FINAL REPORT SHALL
BE SUBMITTED TO THE ENGINEER OF RECORD, CONTRACTOR, AUTHORITY HAVING
JURISDICTION AND ARCHITECT.
WORK REQUIRING SPECIAL INSPECTION THAT IS INSTALLED OR COVERED WITHOUT THE
APPROVAL OF THE SPECIAL INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE.
REFER TO THE FOLLOWING TABLES AND SPECIFICATIONS FOR SPECIFIC
INSPECTION/TESTING REQUIREMENTS AND FREQUENCIES.
DEFINITION OF "PERIODIC" AND "CONTINUOUS" SPECIAL INSPECTIONS; CONTINUOUS
INSPECTION IS THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL
INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA
WHERE THE WORK IS BEING PERFORMED; PERIODIC INSPECTION IS THE PART-TIME OR
INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN
APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS
BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. WHERE
"PERIODIC" SPECIAL INSPECTION IS REQUIRED, "PART-TIME" OR "INTERMITTENT" MEANS
THAT INSPECTION OF THE TASK NEEDS TO BE PERFORMED FROM TIME TO TIME DURING
THE PROGRESS OF THE TASK. THE PERIOD OF TIME BETWEEN INSPECTIONS VARIES
GREATLY FOR DIFFERENT TYPES OF WORK DEPENDING ON THE TYPE OF INSPECTION
DONE. THE PERIOD OF TIME BETWEEN INSPECTIONS ALSO DEPENDS ON THE PACE OF
THE CONSTRUCTION, THE NUMBER OF WORKERS, AND THE QUALITY OF THE
WORKMANSHIP, AND OTHER FACTORS. IT IS THE RESPONSIBILITY OF THE SPECIAL
INSPECTOR TO PROVIDE INSPECTIONS AT AN APPROPRIATE FREQUENCY AND AT
APPROPRIATE TIMES DURING CONSTRUCTION. THE INSPECTOR MUST HAVE ADEQUATE
EXPERIENCE AND EXHIBIT GOOD JUDGEMENT IN DETERMINING THE FREQUENCY AND
TIMING OF INSPECTIONS
1. INSPECTION OF REINFORCING STEEL,
INCLUDING PLACEMENT.
REQUIRED VERIFICATION AND INSPECTION
OF CONCRETE CONSTRUCTION
VERIFICATION AND INSPECTION
- X
- X
X -
- X
X -
X -
- X
- X
2. INSPECTION OF ANCHORS CAST IN CONCRETE
3. INSPECTION OF ANCHORS POST-
INSTALLED IN HARDENED CONCRETE.
4. VERIFYING USE OF REQUIRED DESIGN MIX.
6. INSPECTION OF CONCRETE PLACEMENT FOR
PROPER APPLICATION TECHNIQUES.
8. INSPECT FORMWORK FOR SHAPE, LOCATION AND
DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.
7. INSPECTION FOR MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND TECHNIQUES.
5. PRIOR TO CONCRETE PLACEMENT, FABRICATE
SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP
AND AIR CONTENT TESTS, AND DETERMINE THE
TEMPERATURE OF THE CONCRETE.
CONT PERIODIC
REINFORCING
1.
2.
3.
4.
5.
6.
REINFORCING AND ACCESSORIES SHALL BE DETAILED, FABRICATED AND
INSTALLED PER ACI 315, ACI 318 AND CRSI "MANUAL OF STANDARD PRACTICE
FOR REINFORCED CONCRETE CONSTRUCTION.
REINFORCING BARS SHALL BE MADE USING NEW BILLET STEEL IN
ACCORDANCE WITH ASTM A615 GRADE 60 fy = 60 KSI. WELDED WIRE FABRIC PER
WELDING OF REINFORCING IS NOT PERMITTED UNLESS SPECIFICALLY
DETAILED. WELDED SHALL BE ACCORDING TO AWS D1.4.
ALL REINFORCING SHALL BE COLD BENT.
PROVIDE CLASS B SPLICES IN REINFORCING FOR CONTINUOUS REINFORCING.
PROVIDE STANDARD 90 DEGREE HOOKS IN ACCORDANCE WITH ACI 318 UNLESS
SPECIFICALLY DETAILED. REFER TO TYPICAL DETAIL FOR REQUIRED LAP
LENGTHS.
MAINTAIN THE FOLLOWING REINFORCEMENT COVERAGE FOR REINFORCING
STEEL UNLESS NOTED OTHERWISE.
CAST AGAINST OR PERMANENTY
EXPOSED TO SOIL: 3 INCHES
EXPOSED TO SOIL OR WEATHER:
NO. 6 AND LARGER: 2 INCHES
NO. 5 AND SMALLER: 1-1/2 INCHES
NOT EXPOSED TO SOIL OR WEATHER
NO. 11 AND SMALLER 1" WALL, 1-1/2" SLAB
COLUMNS (TO TIES) 1 1/2"
BEAMS (TO STIRRUPS) 1 1/2"
SUSPENDED SLABS 3/4"
ALL OTHER PER LATEST EDITION OF ACI 318
BAR SIZE:
TOP OTHER
#3
#4
#5
#6
#7
#8
#9
#10
#11
BAR SPLICES
CONCRETE f'c
3 KSI
27" 21"
36" 28"
47" 36"
56" 43"
81" 62"
92" 71"
105" 81"
117" 90"
129" 100"
TOP OTHER
4 KSI
25" 19"
33" 25"
39" 30"
48" 37"
70" 54"
81" 62"
91" 71"
100" 77"
112" 87"
TOP OTHER
5 KSI
23" 18"
30" 23"
36" 28"
43" 33"
53" 49"
73" 56"
81" 63"
90" 69"
100" 78"
ONE
LAYER
TWO
LAYERS
15" 15"
21" 23"
30" 35"
43" 66"
58" 90"
87" 135"
111" 171"
140" 217"
173" 268"
MASONRY
9. STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAP LENGTH. LAP
WELDED WIRE FABRIC SO THAT THE OVERLAP BETWEEN OUTERMOST
CROSS WIRES OF EACH SHEET IS NOT LESS THAN THE CROSS WIRE SPACING
BUT NOT LESS THAN 6 INCHES. ALL SPLICE LOCATIONS SUBJECT TO
APPROVAL AND SHALL BE MADE IN ACCORDANCE WITH THE DRAWINGS.
EXTEND ALL HORIZONTAL REINFORCING CONTINUOUS AROUND CORNERS
AND INTERSECTIONS OR PROVIDE BENT CORNER BARS TO MATCH AND LAP
WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS OF FOOTINGS
AND WALLS.
10. REINFORCING BAR SPACINGS GIVEN ARE MAXIMUM ON CENTERS. DOWEL ALL
VERTICAL REINFORCING TO FOUNDATION. SKEW HOOKS AS REQUIRED FOR
CONCRETE COVER. SECURELY TIE ALL BARS IN POSITION BEFORE PLACING
CONCRETE. "WET STICKING" OF DOWELS IS NOT PERMITTED.
11. SPLICED BARS SHALL BE PLACED AT THE SAME EFFECTIVE DEPTH UNLESS
NOTED OTHERWISE. REINFORCING BARS NOTED "CONTINUOUS" OR WITH
LENGTH NOT SHOWN SHALL BE FULLY CONTINUOUS AND SPLICED ONLY AS
SHOWN, OR WHERE APPROVED BY THE ENGINEER.
12. REINFORCING BAR HOOKS SHALL BE STANDARD ACI HOOKS UNLESS NOTED
OTHERWISE.
NOTES:
- #14 AND #18 BARS CANNOT BE LAP SPLICED.
- FOR LIGHTWEIGHT CONCRETE MULTIPLY SPLICE LENGTH BY 1.3.
- FOR EPOXY-COATED REINFORCEMENT, MULTIPLY SPLICE LENGTH
BY 1.5.
- FOR CLEAR SPACING BETWEEN SPLICES OF LESS THAN 2 BAR
DIAMETERS, OR CLEAR COVER OVER BARS BEING SPLICED
LESS THAN 1 BAR DIAMETER, MULTIPLY SPLICE LENGTH BY 1.5.
- SPLICE LENGTHS SHOWN OR CALCULATED ARE MINIMUMS. ROUND
UP AS REQUIRED TO ACHIEVE MINIMUM SPLICE LENGTH.
- TOP BARS ARE DEFINED AS ANY HORIZONTAL REINFORCEMENT
PLACES SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS
CAST BELOW THE BARS BEING PLACED.
7.
8.
PROVIDE CONTINUOUS HORIZONTAL WALL AND CONTINUOUS FOOTING
REINFORCEMENT WITH 90 DEGREE BENDS AT CORNERS AND
INTERSECTIONS AS SHOWN ON TYPICAL DETAILS.
ALL CONCRETE SLAB ON GRADE, RAISED CONCRETE SLAB, AND MAT
REINFORCING IS TO BE SUPPORTED ON BOLSTERS AND CHAIRS SPACED
NO FURTHER THAN 4 FEET ON CENTER. REINFORCING SHALL BE
LOCATED 1 1/2" INCHES MINIMUM CLEAR FROM TOP OF SLAB.
ASTM A185, WIRE PER ASTM A82, FABRICATED IN FLAT SHEETS (NOT ROLLED)
REQUIRED VERIFICATION AND INSPECTION OF SOILS
VERIFICATION AND INSPECTION CONTINUOUS
1. REVIEW CONTRACTOR'S FIELD QUALITY CONTROL PROCEDURES.
VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE
ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER
DEPTH AND HAVE REACHED PROPER MATERIAL.
3. PERFORM CLASSIFICATION AND TESTING OF
COMPACTED FILL MATERIALS.
4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESS
DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.
5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE
AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.
PERIODIC
x-x -x-x-x-
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1 2 3 4 5
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1 2 3 4 5
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SHEET
SHEET NUMBER
SH
EE
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TI
TL
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
35%
DESIGN
W W
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ST
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04 28
GENERAL NOTES
1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS
FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS FOR ACCURACY.
2. NEW SLAB-ON-GRADE TO MATCH EXISTING SLAB ELEVATION.
3. REFER 5/S-501 FOR CORNER REINF. DETAIL.
4. DO NOT CORE THROUGH GRADE BEAMS FOR NEW UNDERGROUND PLUMBING.
5. PROVIDE SLOPE TO FLOOR DRAINS.
MEN'S SHOWER/RESTROOM FLOOR PLAN
SCALE: 3/8" = 1'- 0"
S-101
KEYPLAN
WOMEN'S SHOWER/RESTROOM FLOOR PLAN
SCALE: 3/8" = 1'- 0"
S-101
KEYED NOTES
EXISTING CONCRETE PIER TO REMAIN.
EXISTING CONCRETE GRADE BEAM TO REMAIN.
EXISTING FLOOR SLAB TO REMAIN.
REPLACE EXISTING CONCRETE STRUCTURAL SLAB WITH 5" CONCRETE
SLAB-ON-GRADE WITH #4 AT 18" O.C. E.W. OVER VAPOR BARRIER, 6"
COMPACTED GRANULAR BASE, AND 24" COMPACTED NON-EXPANSIVE
STRUCTURAL FILL (HATCHED AREA). REFER 1/S-501 FOR NEW CONCRETE
SLAB-ON-GRADE DETAILS.
RECESSED SLAB AT SHOWER LOCATIONS, REFER ARCHITECTURAL. REFER
6/S-501 FOR RECESSED SLAB DETAIL.
FLOOR DRAINS, REFER PLUMBING FOR SIZE AND LOCATION. REFER 4/S-501
FOR NEW FLOOR DRAIN DETAIL.
1TYP.
TYP.
TYP.
TYP.
LOAD BEARING WALLS THIS GRID
LOAD BEARING WALLS THIS GRIDLOAD BEARING WALLS THIS GRID
F.D.
F.D.
F.D.
F.D.
F.D.
F.D. F.D.
F.D.
F.D.
F.D.
F.D.
F.D. F.D. F.D.
5 TYP.
5 TYP.
TYP.
6 TYP.
6 TYP.
SIM.
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
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1 2 3 4 5
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B
A
IS
SU
E D
AT
E:
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
35%
DESIGN
W W
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RE
NO
VA
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TR
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B1
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PA
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S-501
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DE
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05 28
SLAB-ON-GRADE DETAIL
SCALE: 1" = 1'- 0"
S-501
TYPICAL CONCRETE SLAB
AT EXISTING PERIMETER G.B.
SCALE: 3/4" = 1'- 0"
S-501
TYPICAL CONCRETE SLAB
AT EXISTING INTERIOR G.B.
SCALE: 3/4" = 1'- 0"
S-501
TYPICAL SLAB CORNER
REINF. DETAIL
SCALE: 3/4" = 1'- 0"
S-501
TYPICAL SOG RECESS
SCALE: 3/4" = 1'- 0"
S-501
TRENCH IN CONCRETE
SLAB DETAIL
SCALE: 3/4" = 1'- 0"
S-501
CONSTRUCTION JOINT
CONT 1/8" WIDE JOINT. FILL
w/ JOINT SEALANT. SEE
GENERAL NOTES, PLANS,
AND SPECIFICATIONS FOR
REQUIREMENTS
SLAB ON GRADE. SEE PLANS
AND DETAILS FOR THICKNESS
AND REINFORCEMENT
3/4" DIA x 24" SMOOTH
DOWELS OR ALTERNATE
"SPEED DOWELS" @ 12"
OC CENTERED ON
CONSTRUCTION JOINT
COMPACTED GRANULAR
FILL. SEE PLAN AND
GENERAL NOTES
2ND POUR1ST POUR
GREASE/LUBRICATE END OF
DOWEL @ 2ND POUR ONLY.
GREASE/LUBRICANT NOT
REQ'D @ SPEED DOWELS.
SLAB ON GRADE. SEE
PLANS AND DETAILS
FOR THICKNESS AND
REINFORCEMENT
COMPACTED GRANULAR
FILL. SEE PLAN AND
GENERAL NOTESCONTROL JOINT
CONT 1/8" x 1"
SAWED JOINT. FILL
W/ JOINT SEALANT.
SLAB ON GRADE SCHEDULE
SLAB
THICKNESS
MAX CONTROL
JOINT SPACING
REINF.
CLEARANCE
SAW CUT
DEPTH
5" 15'-0" 2" 1 1/2"
11 2" 2"
NOTES:
1. CONTRACTOR SHALL SUBMIT A JOINT LAYOUT PLAN FOR REVIEW AND
APPROVAL PRIOR TO PLACING SLAB ON GRADE.
2. CONTROL JOINTS TO BE LOCATED AT COLUMN CENTER LINES AND
12'-0" OC MAX. THE RATIO OF CONTROL JOINT LENGTHS BOUNDING A SLAB
ON GRADE AREA SHALL NOT EXCEED A 1.5:1 PROPORTION.
3. SAWCUT CONTROL JOINTS AS CLOSE TO WALL OR COLUMN AS PRACTICAL.
4. MAKE SAW CUT AS SOON AS SLAB IS ABLE TO SUPPORT WEIGHT OF WORKERS
AND SAWING EQUIPMENT WITHOUT DAMAGE TO FINISHED SURFACE OF SLAB.
THIS SHOULD BE LATE ENOUGH TO PREVENT RAVELING AND EARLY ENOUGH TO
PREVENT SHRINKAGE CRACKING (8 HRS MAX).
5. DO NOT CUT REBAR.
6. REINF. SHALL BE SUPPORTED AS REQUIRED TO PROVIDE CLEARANCE AS
SHOWN. USE CONSTRUCTION JOINT DETAIL WHERE INDICATED ON PLAN OR
BETWEEN SLAB POURS
NOTES:
1. REFER TO PLANS AND GENERAL NOTES FOR ADDITIONAL REQUIREMENTS.
2. CONTRACTOR SHALL TAKE CARE NOT TO PUNCTURE VAPOR BARRIER DURING
CONSTRUCTION OF SLAB ON GRADE.
3. INSPECT VAPOR RETARDER AFTER REINF PLACEMENT AND REPAIR AS NEEDED PER
MFR RECOMMENDATIONS BEFORE POURING OF CONCRETE.
4. TAKE SPECIAL PRECAUTIONS PER ACI302.1R TO PREVENT DIFFERENTIAL CURING.
5. CONSTRUCTION JOINTS MAY BE SUBSTITUTED FOR CONTROL JOINTS.
VARIES,
F.V.
VA
RI
ES
, F
.V
NEW CONCRETE SLAB AND REINF.,
SEE PLAN
JOINT MATERIAL
CONCRETE SLAB WHERE
SHOWN IN PLANS
EXISTING CONCRETE G.B. AND
REINF. TO REMAIN
#4 CONT.
VARIES,
F.V.
VA
RI
ES
, F
.V
NEW CONCRETE SLAB AND REINF.,
SEE PLAN
EXISTING CONCRETE G.B.
AND REINF. TO REMAIN
#4 CONT.
AT SIM.: SLAB TO BUTT EXISTING
SLAB AT G.B. CENTERLINE.
SLAB ON GRADE SEE PLAN
FOR REINFORCEMENT
1'-0"
TYP
2'-4"
#4 Z BARS @ 12" OC AT
PERIMETER OF SLAB RECESS
SL
AB
T
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NE
SS
PE
R
PL
AN
SL
AB
D
EP
RE
SS
IO
N
PE
R
AR
CH
D W
GS
SL
AB
T
HI
CK
NE
SS
PE
R
PL
AN
SLOPE PER
ARCH DWGS
NOTE: CONTRACTOR SHALL LOCATE
SOG RECESS LOCATIONS FROM
OTHER DISCIPLINE DRAWINGS.
EDGE OF SLAB
(2) #4 x 4'-0" LONG AT ALL RE-ENTRANT
CORNERS NOT ALIGNED WITH CONTROL JOINT.
PLACE IN TOP OF SLAB WITH 1" MIN. CLR.
EDGE OF SLAB
6" * 6"
TOOLED EDGE
PROVIDE (1) #4 CONT. EA SIDE &
END W/ DIAG. AT CORNERS
SL
AB
T
HI
CK
NE
SS
CONCRETE SLAB SEE PLAN
FOR REINF.
*DIM. TO BE COORD. W/ OTHER
DISCIPLINE DRAWINGS.
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SHEET
SHEET NUMBER
SH
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AIR FORCE MATERIEL COMMAND
TINKER AFB, OK
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATEGENERAL NOTES
1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS
FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS FOR ACCURACY.
2. THE FACILITY WILL REMAIN OCCUPIED THROUGHOUT CONSTRUCTION. PROVIDE
PORTABLE RESTROOM WITH FOUR (4) LAVATORIES AND FOUR (4) TOILETS
THROUGHOUT THE ENTIRETY OF CONSTRUCTION. PROVIDE FOUR (4) PORTABLE
SHOWERS THROUGHOUT ENTIRETY OF CONSTRUCTION. LOCATE AND CONNECT TO
EXISTING WATER SOURCE. COORDINATE WITH PLUMBING REQUIREMENTS.
35%
DESIGN
W W
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B1
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AN
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AD-101
T
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AR
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PL
AN
06 28
MEN'S SHOWER/RESTROOM FLOOR PLAN - DEMO
SCALE: 3/8" = 1'- 0"
A-101
KEYPLAN
WOMEN'S SHOWER/RESTROOM FLOOR PLAN - DEMO
SCALE: 3/8" = 1'- 0"
A-101
EXISTING FLOOR: DEMOLISH FLOATING CONCRETE SLAB WITHIN PERIMETER WALLS OF TWO EXISTING
RESTROOM/SHOWER/LOCKER ROOMS. EXISTING PERIMETER CMU WALLS TO REMAIN.
EXISTING WALLS: DEMOLISH CONCRETE MASONRY WALLS (CMU) WITHIN SPACES. EXISTING WALL
FINISHES ARE TILE.: EXISTING PERIMETER CMU WALLS TO REMAIN.
TILE: REMOVE TILE FROM PERIMETER WALLS THAT REMAIN.
CEILING: REMOVE DRYWALL CEILINGS SYSTEM IN ITS ENTIRETY.
INSULATION: REMOVE EXISTING INSULATION IN ITS ENTIRETY.
DOORS: REMOVE HOLLOW METAL DOOR AND FRAMES E111B WITHIN MEN'S AND E107B WITHIN
WOMEN'S RESTROOM/SHOWER/LOCKER PERIMETER WALLS. REMOVE DOOR E111C AT NORTH AND
E111A AT SOUTH ENTRANCE, WITH DOOR FRAME TO REMAIN. REMOVE DOOR E107A AND E123A AT ROOM ENTRANCE, WITH DOOR FRAME TO REMAIN. SALVAGE HARDWARE CORE AND RETURN TO TAFB
LOCK SHOP. PROTECT REMAINING DOOR FRAMES.
PLUMBING FIXTURES: DEMOLISH TOILETS, LAVATORIES, PLUMBING FIXTURES, ETC. IN ITS ENTIRETY.
TOILET AND URINAL PARTITIONS: REMOVE TOILET AND URINAL PARTITIONS IN ITS ENTIRETY.
LOCKERS: REMOVE AND SALVAGE LOCKERS. STORE FOR REINSTALLATION.
ACCESSORIES: REMOVE ACCESSORIES, INCLUDING MIRRORS, PAPER TOWEL DISPENSER, HAND DRYER, TOILET PAPER DISPENSER, ETC.
KEYED NOTES
EXTENT OF NEW WORK
EXTENT OF NEW WORK
EXTENT OF NEW WORK
EXTENT OF NEW WORK
DORMITORY
GYM
LAUNDRY
MEN'S
DORMITORY
DORMITORY
DORMITORY
DORMITORY
DORMITORY
DORMITORY
CLOSET
DORMITORY
DORMITORY
WOMEN'S
DORMITORY
7 7
7 7
AD
-1
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SHEET
SHEET NUMBER
SH
EE
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AIR FORCE MATERIEL COMMAND
TINKER AFB, OK
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATEGENERAL NOTES
1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS
FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS FOR ACCURACY.
2. TWO LOCKER/RESTROOM SPACES WILL BE RECONFIGURED TO REPAIR AND ALLOW
FOR PRIVACY WITHIN SHOWER/RESTROOM AREA. REPLACEMENT OF EXISTING
FIXTURES, FINISHES, AND UTILITIES WILL OCCUR. THE EXISTING FIXTURE COUNT
WILL REMAIN, WHILE PROVIDING SIX PRIVATE SHOWER, LAVATORY, WATER CLOSET
PODS. THE EXISTING RESTROOM / SHOWER FACILITIES ARE LOCATED WITHIN THE
CENTER OF THE WEST WING OF THE B117 FACILITY. THE FIREFIGHTERS ARE ON
DUTY 24/7 AND THE BUILDING IS USED DURING VARIOUS HOURS DURING THE DAY
AND NIGHT.
35%
DESIGN
W W
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B1
AP
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PA
-S R
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AN
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A-101
T
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\M od el
AR
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TU
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NE
W W
OR
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FL
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PL
AN
07 28
MEN'S SHOWER/RESTROOM FLOOR PLAN
SCALE: 3/8" = 1'- 0"
A-101
KEYPLAN
WOMEN'S SHOWER/RESTROOM FLOOR PLAN
SCALE: 3/8" = 1'- 0"
A-101
WALL TYPES
M2A 5/8” GYPSUM WALLBOARD TYPE X (ONE SIDE) ON 2 ½” METAL FRAMING (ONE SIDE), ON
EXISTING CONCRETE MASONRY UNIT [CMU] WALL, SECURED TO EXISTING CMU. STONE WOOL
BOARD INSULATION. FINISH MATERIAL: PAINT.
M2AT 1/2” CONCRETE BACKER BOARD ON 2 ½” METAL FRAMING (ONE SIDE), ON EXISTING
CONCRETE MASONRY UNIT [CMU] WALL, SECURED TO EXISTING CMU. STONE WOOL BOARD
INSULATION WITHIN FRAMING. FINISH MATERIAL: TILE. (TILE SYSTEM DESIGN BASED ON
SCHLUTER.)
M3A 5/8” GYPSUM WALLBOARD TYPE X (BOTH SIDES) ON 3 5/8” METAL FRAMING WITH
ACOUSTICAL INSULATION (STONE WOOL BATT INSULATION). FINISH: PAINT.
M3AT 1/2” CONCRETE BACKER BOARD (BOTH SIDES), ON 3 5/8” METAL FRAMING WITH
ACOUSTICAL INSULATION (STONE WOOL BATT INSULATION). FINISH MATERIAL: TILE. (TILE
SYSTEM DESIGN BASED ON SCHLUTER.)
M3APT 1/2” CONCRETE BACKER BOARD (RESTROOM SIDE), ON 3 5/8” METAL FRAMING WITH
ACOUSTICAL INSULATION (STONE WOOL BATT INSULATION). 5/8” GYPSUM WALLBOARD TYPE X
ON OTHER SIDE. PROVIDE ACOUSTICAL INSULATION (MINERAL WOOL OR STONE WOOL BATT
INSULATION) WITHIN WALLS.
M6A 1/2” CONCRETE BACKER BOARD (BOTH SIDES), ON 6” METAL FRAMING WITH
ACOUSTICAL INSULATION (STONE WOOL BATT INSULATION). FINISH MATERIAL: TILE.
EXTENT OF NEW WORK
EXTENT OF NEW WORK
EXTENT OF NEW WORK
EXTENT OF NEW WORK
FLOOR FINISH: PROVIDE NEW CONCRETE FLOOR SLAB. PROVIDE RECESSED SLAB AT SHOWER
LOCATIONS. PROVIDE TILE ON ALL FLOORS.
WALLS - TILE: PROVIDE NEW METAL FRAMED PARTITIONS. SECURE TO EXISTING PERIMETER CMU
WALLS. PROVIDE CONCRETE BACKER BOARD (CBB) ON NEW METAL FRAME PARTITIONS AT TILE
LOCATIONS. PERIMETER WALLS ON EXISTING CMU FRAMING TO ACCOMMODATE ELECTRICAL
OUTLETS. PARTITIONS TO RECEIVE MOISTURE RESISTANT ACOUSTICAL BATT STONE WOOL
INSULATION, SUITABLE FOR WET AREAS.
WALLS - GWB: WALLS WITHIN ALCOVE, 123 AND CLOSET, 123B TO RECEIVE GYPSUM WALLBOARD TYPE “X” (GWB) AND A PAINT FINISH. PARTITIONS TO RECEIVE MOISTURE RESISTANT ACOUSTICAL BATT STONE WOOL INSULATION, SUITABLE FOR WET AREAS. PAINT - MANUFACTURER: SHERWIN
WILLIAMS; COLOR: AS PER BASE STANDARDS.
BASE FINISH: PROVIDE STAINLESS STEEL TRANSITION STRIP AT FLOOR TO WALL JOINTS. REFER TO
TCNA HANDBOOK.
WALL FINISH: PROVIDE TILE ON ALL WALLS WITHIN RESTROOM/ SHOWER/ LOCKER ROOMS.
PLUMBING FIXTURES: NEW PLUMBING FIXTURES, LAVATORIES, TOILETS, URINALS, AND SHOWERS TO
BE PROVIDED.
LAVATORIES: PROVIDE NEW INTEGRAL SOLID SURFACE LAVATORY UNIT WITH COUNTERTOP.
PROVIDE IN WALL CARRIAGE FOR MOUNTING LAVATORY. COUNTERTOP HEIGHT TO EQUAL 2'-10”.
BACKSPLASH - COVE AT VERTICAL/ HORIZONTAL JOINT. REFER MECHANICAL DRAWINGS.
TOILET/ URINAL: PROVIDE TOILET AND URINALS. PROVIDE ABA GRAB BARS AT WOMEN'S RESTROOM
107 WITH BLOCKING WITHIN WALLS. REFER MECHANICAL DRAWINGS.
SHOWERS: SHOWERS TO BE CONSTRUCTED WITH PREFAB LINER WITH TILE. INSTALL NEW
CONTINUOUS WATERPROOF MEMBRANE ON FLOOR, EXTENDING UP WALLS. PROVIDE NEW FLOOR
TILE WITH FLOOR/WALL TRANSITION HARDWARE. PROVIDE CURBLESS TRANSITION INTO SHOWERS.
INSTALL NEW WALL TILE WITHIN SHOWER/RESTROOM ON NEW WALLS. SHOWER IN 107 TO BE ABA
COMPLIANT. PROVIDE GRAB BAR BLOCKING WITHIN WALLS FOR FUTURE GRAB BARS. REFER
MECHANICAL DRAWINGS.
URINAL SCREENS: PROVIDE URINAL SCREENS. DESIGN BASED ON: MANUFACTURER: SCRANTON
PRODUCTS; STYLE: ECLIPSE PARTITIONS, WALL HUNG [WHS], 24 INCH WIDE X 48 INCH HIGH, WITH
WALL HUNG CONTINUOUS FLANGE [WHF]. COLOR: TEXTURED, TBD AS PER BASE STANDARDS -
PROPOSED HAMMERED NICKEL.
RESTROOM ACCESSORIES: PROVIDE TOILET ACCESSORIES. [THIS BUILDING DOES NOT USE DRTC FOR CLEANING SERVICES.] PROVIDE FULL LENGTH MIRROR, SHOWER SHELVING, GRAB BARS, ABA
STYLE BENCH, ETC.
LOCKERS: REINSTALL SALVAGED LOCKERS, AS PER DESIGNATED ON FLOOR PLANS.
KEYED NOTES
4/3
0/2
RE
VI
SI
ON
O
NE
MO
P
SI
NK
GYM
LAUNDRY
MEN'S
DORMITORY
DORMITORY
DORMITORY
DORMITORY
DORMITORY
DORMITORY
ALCOVE
DORMITORY
DORMITORY
WOMEN'S
MEN'S
111A
MEN'S
111B
MEN'S
111C
MEN'S
111D
WOMEN'S
123A
CUSTODIAL
123B
'-9
FI
EL
D
VE
RI
FY
E
XI
ST
IN
G
CO
ND
IT
IO
NS
4'- 0"
6'- 5"
6'- 1"
4'- 0"
6'-8" 13'-5" 10'-1"
7'- 51 2"
1'- 1"
7'- 51 2"
4'- 0"6'-8" 6'-9"
4'-5" 5'-0"
4'-0"
3'- 2"
'-7
11'-7" +/- FIELD VERIFY EXISTING CONDITIONS
4'- 43 4"
6'- 01 4"
'-2
4'- 43 4"
9'- 51 4"
7'- 9"
3'-23 8"
4'-0"4'-0"
6'-0"
30'-2" +/- FIELD VERIFY EXISTING CONDITIONS
6'-9"
'-7
FI
EL
D
VE
RI
FY
E
XI
ST
IN
G
CO
ND
IT
IO
NS
3"
41 8" 5'-7"
6'-1" 4'-0" 3.0003
3'- 5"
A - OPP
B
C - OPP
D A-201
E
F
G
H A-201
FD A-202
A
B
C
D A-203
E
F
G
D A-203
A
B
C
D A-201
E-OPP
F
G-OPP
H A-201
A
G
A-202
B
C
H A-202
R17
3'-4"
8"
E
A-202
M3AT
M6AT
M3
AT
M2ATM3AT
M2AT
M3
AT
M3APT
M3 A
M3
AT
M6AT
M6AT
M2AT
M2
AT
M3AT ABOVE
M2
AT
M2A M2
A
M2
AT
M2
AT
M2ATM2AT M2AT
M2
AT
M2
AT
M2
AT
M2
AT
M2AT
M3
AT
M3
AT
M3
AT
3M A
3M A
M2
AT
M2
AT
M2
AT
M2AT
M2
AT
M3AT
M3AT
M3
AT
M3
AT
R1
R1
7R1
7R1
7R2
7R1
R3
R3
R3
R3
R3 R3
R4
R4
R4
R4
R4
R4
R4
R5R6
R5
R6
R7 R8
R7 R8
R7R8
R7 R8
R7 R8
R7 R8
R9
R9
R9 R9
R9
R9
R9
R10
R10
R10
R10
R10
R10
R11
R11
R11
R11
R11
R11
111B
111A
E111A
E111C
111C
111D
E107
123A
123B
E123
R17
R15
R16
R14
R13
R13 R13
R13
R13
R13
R12
R12
R12 R12
R12
R12
R1…
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