Attachment 3 - Renovate Blake Gym - Drawings Vol 1 .pdf
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- Attached to
- Renovate Blake Gym
- Solicitation number
- FA301024R0003
About this file
The provided document is Attachment 3 - Renovate Blake Gym - Drawings Vol 1, which is related to a federal contract opportunity with Solicitation Number FA301024R0003 for the Renovate Blake Gym project.
The solicitation is a Total Small Business set-aside with an estimated contract value between $1,000,000.00 and $5,000,000.00. An organized site visit is scheduled for May 1, 2024 at 2:00pm CDT, and access to the base requires a valid driver's license/ID, vehicle registration, and proof of insurance. The award of the Base CLIN and Option CLIN will be made on an all, some, or none basis, depending on available funding at the time of award. The period of performance will be based on which CLIN(s) are awarded. Proposal preparation instructions are provided in Section L, and the evaluation factors for award are detailed in Section M.
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Text version
I
S
T
PI
M IFO
E
Fernanda A. Silva
S
TA
ET
R
ISSS
E
ISG
TER D ARCH
C
P
T
I
E E GN EG I N E R I N
MACHADO PATANO
A RR TC H I E C T U
DES I GN GROUP
E
PM
B R A D F OR D A. J O N E S, A I A
MAHG 191089 RENOVATE BLAKE GYM
KEESLER AIR FORCE BASE
1201 H Street, BLDG 1201
KAFB - BILOXI, MS 39534
ISSUED FOR CONSTRUCTION
05.04.2023
FA301024R0003
3 April 2024
1557824398E Text Box
A
ABBREVIATIONS INDEX
A E (CONT) L R (CONT)
B
C
D
F
G
H
I
J
M
N
O
P
Q
R
S
T
U
V
W
E
K
& AND
@ AT
ANGLE
A/C AIR CONDITIONING
ACT ACOUSTICAL CEILING TILE
ADDT'L ADDITIONAL
ADJ ADJUSTABLE
AF ACCESS FLOORING
AFD AUTOMATIC FIRE DAMPER
AFF ABOVE FINISH FLOOR
ALUM ALUMINUM
ALT ALTERNATE
APPROX APPROXIMATE
ARCH ARCHITECT
ASF ALUMINUM STORE FRONT
BTWN BETWEEN
BIT BITUMEN
BJ BAR JOIST
BLDG BUILDING
BLK BLOCK
BLK'G BLOCKING
BLT BUILT
BM BEAM
BO BOTTOM OF
BR BACKER ROD
BTWN BETWEEN
CAP CAPACITY
C/C CENTER TO CENTER
CCTV CLOSED CIRCUIT
TELEVISION
CJ CONTROL JOINT
CL CLEAR
CLG CEILING
CLO CLOSET
CLR COLOR
CMU CONCRETE MASONRY
UNIT
CONTR CONTRACTOR
COL COLUMN
COMP COMPRESSION OR
COMPRESSED
CONC CONCRETE
COND CONDENSATE
CONST CONSTRUCTION
CONT CONTINUOUS
CPLNG COUPLING
CPT CARPET
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTR CENTERS
CENTER
CW COLD WATER
DIA / DIAMETER
DB DRY BULB
DBL DOUBLE
DEFL DEFLECTION
DEPT DEPARTMENT
DET/DTL DETAIL
DISP DISPENSER
DK DARK
DN DOWN
DP DAMP PROOFING
DS DOWNSPOUT
DWG(S) DRAWING(S)
EA EACH
EDF ELECTRONIC
DRINKING FOUNTAIN
EF EXHAUST FAN
EFC EACH FACE
EJ EXPANSION JOINT
ELEC ELECTRICAL
EL/ELEV ELEVATION
EMBED EMBEDDED
ENGR ENGINEER
ENT ENTERING/ ENTRY
EQ EQUAL
EQUIP EQUIPMENT
ES EXPOSED STRUCTURE
EXH EXHAUST
EXPAN EXPANSION
EXT EXTERIOR
FA FIRE ALARM
FAC FIRE ALARM CABINET
FD FLOOR DRAIN
FAR FIRE ALARM REMOTE
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER
CABINET
FH FIRE HYDRANT
FIN FINISH
FLR FLOOR
FOC FACE OF CONC
FOB FACE OF BRICK
FR FRAME
FS FLOW SWITCH
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
GF CMU GROUND FACE CMU
GL GLASS
GPM GALLONS PER MIN.
GYP BD GYPSUM BOARD
HB HOSE BIB
HC HANDICAP
HDWR HARDWARE
HM HOLLOW METAL
HP HIGH POINT
HORIZ HORIZONTAL
HR HOUR
HT HEIGHT
HW HOT WATER
HVAC HEATING,
VENTILATION, AIR
CONDITIONING
IC INTERCOM
INSUL INSULATION
INT INTERIOR
INV INVERT
JAN JANITOR
JNT JOINT
JST JOIST
LAM LAMINATE(D)
LAT LAY-IN ACOUSTICAL
CEILING
LAV LAVATORY
LF LINEAR FEET
LG LEG
LP LIGHT POLE
LAM LAMINATE
LAV LAVATORY
LT LIGHT
MA MIXED AIR
MAS MASONRY
MAT'L MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MFR/MFGR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MAS MODIFIED
MRV MOISTURE RELEASE
VENT
MT METAL THRESHOLD
MTD MOUNTED
MTL METAL
N/A NOT APPLICABLE
NF NATURAL FINISH
NIC NOT IN CONTRACT
NO / # NUMBER
NOM NOMINAL
NTS NOT TO SCALE
OA OUTSIDE AIR
OC ON CENTER
OCEW ON CENTER EACH WAY
OH OVERHEAD
OPN'G OPENING
OPP OPPOSITE
OZ OUNCE
± , +/_ PLUS OR MINUS
PT PAINT
PART'N PARTITION
PRE-FIN PRE FINISH(ED)
PL PLATE
PPL PROPERTY LINE
PLAM PLASTIC LAMINATE
PLYWD PLYWOOD
PNL PANEL
PP POWER POLE
PR PAIR
PRE FAB PREFABRICATED
PROJ PROJECTION
PSF POUNDS/SQUARE INCH
PTD PAPER TOWEL
DISPENSER
QT QUARRY TILE
GTB QUARRY TILE BASE
GTY QUANTITY
RA RETURN AIR
RB RUBBER BASE
RD ROOF DRAIN
RE: REFER TO...
REF REFERENCE
REFR REFRIGERATOR
REINF REINFORCED
REQ'D REQUIRED
RET RETURN
RM ROOM
R.O ROUGH OPENING
RTU ROOF TOP UNIT
SA SUPPLY AIR
SAN SANITARY
SAFM SELF ADHERING FLASHING
MEMBRANE
SCHED SCHEDULE
SCWD SOLID CORE WOOD
SECT SECTION
SF STOREFRONT/ SQUARE
FEET
SHT SHEET
SIM SIMILAR
SL SLOPE
SP SPACING
SPEC SPECIFIED/
SPECIFICATIONS
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STRUCT STRUCTURAL
SUP SUPPLY
SUSP SUSPENDED
SYN SYNTHETIC
T&B TOP & BOTTOM
TBM TEMPORARY BENCH MARK
TEL TELEPHONE
T&G TOUNGE & GROOVE
THRESH THRESHOLD
TLT TOILET
T.O. TOP OF
T.O.B. TOP OF BEAM
T.O.S. TOP OF STRUCTURE
TP TOILET PAPER HOLDER
TRTD TREATED
TYP TYPICAL ALL SIMILAR
CONDITIONS
UC UNDER COUNTER
UL UNDERWRITER'S
LABORATORY
UNO UNLESS NOTED
OTHERWISE
VAR VARIES
VD VOLUME DAMPER
VERT VERTICAL
VCT VINYL COMPOSITION TILE
VIF VERIFY IN FIELD
VTR VENT-THRU-ROOF
VWC VINYL WALL COVERING
W WIDE, WIDTH
W/ WITH
W/O WITHOUT
WD WOOD
WG WATER GAUGE
WGVP WIRE GLASS VISION PANEL
WH WATER HEATER
WP WATERPROOFING
DOOR NUMBER WINDOW TYPE
SYMBOL-REVISIONS
REVISED AREA
REVISION NUMBER
SYMBOL-FINISHED FLOOR ELEVATION
Name Elevation
ROOM IDENTIFICATION
ROOM NUMBER
SYMBOL-DETAIL CALLOUT
A101
SIM
REFER TO THIS
DRAWING ID
A101
SIM
EXTERIOR
ELEVATION
INTERIOR
ELEVATION
REFER TO THIS
DRAWING ID
SYMBOL-BUILDING SECTION / WALL SECTION
REFER TO
DRAWING ID
A101
SIM
A601
A
D B
C
0 0
COLUMN
CENTER LINE
COLUMN GRID
NUMBER
A402
A601 A
INTERIOR
ELEVATION
SYMBOL-EXTERIOR ELEVATION / INTERIOR ELEVATION
SYMBOL-ROOM TAG
ROOM AREA (IF SHOWN)
SYMBOL-COLUMN GRID
SYMBOL-WALL / DOOR / WINDOW
WALL TYPE
SYMBOL-SPOT ELEVATION
GENERAL GRAPHIC LEGEND
1" DN
ELEVATION CHANGE
CHANGE IN ELEVATION
DRAWING INDEX
GENERAL INDEX
G000 TITLE SHEET
G101 GENERAL NOTES, ABBREV, AND SYMBOLS
G102 ADA & ABA STANDARDS
G103 TYPICAL MOUNTING HEIGHTS
G104 OVERALL PHASING PLAN
G105 PHASING DESCRIPTION
STRUCTURAL INDEX
S001 STRUCTURAL NOTES
S100 STRUCTURAL PLANS
S300 SECTIONS AND DETAILS
ARCHITECTURAL INDEX
D101 DEMOLITION FLOOR PLAN
D102 ENLARGED DEMOLITION PLAN
D111 DEMOLITION REFLECTED CEILING PLAN
D201 NOT USED
A101 CALLOUT FLOOR PLAN
A102 DIMENSIONED FLOOR PLAN
A110 REFLECTED CEILING PLAN
A140 ROOF PLAN
A201 NOT USED
A401 ENLARGED FLOOR PLANS
A601 ROOM FINISH & OPENING SCHEDULES
I101 FINISH FLOOR PLAN
I102 FURNITURE/OWNER FURNISHED EQUIPMENT PLAN
I201 INTERIOR ELEVATIONS
I202 INTERIOR ELEVATIONS
PLUMBING INDEX
FP001 FIRE PROTECTION NOTES, ABBREVIATIONS, & DETAILS
FP002 FIRE PROTECTION DETAILS
FP100 FIRE PROTECTION SITE PLAN
FP101 FIRE PROTECTION PLAN
P001 PLUMBING NOTES, ABBREVIATIONS, & SYMBOLS
P100 PLUMBING DEMO PLAN
P101 SANITARY SEWER PLAN
P102 DOMESTIC WATER PLAN
P601 PLUMBING SCHEDULE & DETAILS
MECHANICAL INDEX
M001 MECHANICAL NOTES
M002 MECHANICAL ABBREVIATIONS & SYMBOLS
M100 MECHANICAL HVAC DEMOLITION PLAN
M101 MECHANICAL PIPING DEMOLITION PLAN
M102 MECHANICAL HVAC PLAN
M103 ENLARGED MECHANICAL ROOM
M501 MECHANICAL DETAILS
M601 MECHANICAL SCHEDULES
M801 MECHANICAL CONTROL NOTES & SEQUENCE OF OPERATIONS
M802 MECHANICAL CONTROL DIAGRAMS
ELECTRICAL INDEX
E001 ELECTRICAL SYMBOLS AND NOTES
E002 ELECTRICAL ABBREVIATIONS, NOTES, AND SCHEDULES
E011 ELECTRICAL DEMOLITION FLOOR PLAN
E012 ELECTRICAL DEMOLITION CEILING PLAN
E101 ELECTRICAL SITE PLAN
E111 ELECTRICAL POWER PLAN
E121 ELECTRICAL LIGHTING PLAN
E122 ELECTRICAL LIGHTING CONTROLS PLAN
E141 ELECTRICAL SPECIAL SYSTEMS PLAN
E151 MECHANICAL POWER PLAN
E501 ELECTRICAL GENERAL DETAILS
E601 ELECTRICAL ONE-LINE DIAGRAM
E621 ELECTRICAL PANEL SCHEDULES
E631 ELECTRICAL LIGHTING CONTROLS DIAGRAMS
E632 ELECTRICAL LIGHTING CONTROLS DIAGRAMS
MATERIAL HATCH LEGEND
Concrete
Earth
Gypsum-Plaster Insulation Rigid
Masonry Brick
Masonry Concrete Block
Plastic
Sand
Steel
Stucco
Gravel Site Grass
Wood 00 Wood 01 Wood 02 Wood 03
PROJECT MAP
1201 H STREET
VICINITY MAP
1201 H STREET
1. THE CONSTRUCTION DOCUMENTS ARE COMPRISED OF BOTH DRAWINGS
AND SPECIFICATIONS (PROJECT MANUAL). THE GENERAL CONTRACTOR
SHALL NOT BREAK OUT SECTIONS TO SUB-CONTRACTORS OR VENDORS.
2. DO NOT SCALE DRAWINGS; IF DIMENSIONS ARE IN QUESTION CONTRACTOR
SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM ARCHITECT
BEFORE CONTINUING WITH CONSTRUCTION.
3. BIDDERS SHALL FIELD VERIFY ALL EXISTING CONDITIONS ON THE PROJECT
JOB SITE PRIOR TO BIDDING.
4. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK OF ALL
TRADES TO INSURE A USABLE & FUNCTIONAL END PRODUCT. ANY
CONFLICTS BETWEEN THE DRAWINGS AND SPECIFICATIONS SHALL BE
CLARIFIED BY THE ARCHITECT/ENGINEER. IF NO CLARIFICATION IS ISSUED
THE BIDDER SHALL BID THE MOST STRINGENT PRODUCT OR APPLICATION.
5. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL ABOVE
CEILING WORK TO INSURE ADEQUATE INSTALL FOR ALL COMPONENTS AND
TO PREVENT THE ADJUSTMENT OF ANY CEILING COMPONENTS.
6. GENERAL CONTRACTOR IS RESPONSIBLE FOR SECURING AND PROTECTING
ALL CONSTRUCTION MATERIALS, EQUIPMENT, TOOLS, AND TEMPORARY
FACILITIES ON THE JOB SITE FOR THE DURATION OF THE PROJECT.
7. MATERIALS USED ON THIS PROJECT SHALL NOT CONTAIN ASBESTOS.
8. GENERAL CONTRACTOR SHALL PLACE AND MAINTAIN THROUGHOUT
DURATION OF PROJECT SPECIFIED GROUND MATERIAL OVER SOILS
ADJACENT TO BUILDING PRIOR TO INSTALLING EXTERIOR WALL FINISH
MATERIALS TO PREVENT STAINING ON FINISHED PRODUCT. ALL STAINS ON
EXTERIOR WALL MATERIALS SHALL BE CLEANED AND FULLY REMOVED
BEFORE SUBSTANTIAL COMPLETION OF PROJECT AT NO ADDITIONAL COST
TO THE OWNER. IF STAINS CAN NOT BE REMOVED FROM THE FINISH
MATERIALS, THE MATERIAL MUST BE REPLACED AT NO ADDITIONAL COST TO
THE OWNER.
9. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTALS
FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION.
CONTRACTOR IS PROCEEDING AT HIS OWN RISK IF MATERIAL OR
COMPONENTS ARE INSTALLED PRIOR TO RECEIVING REVIEWED AND
EXECUTED SHOP DRAWINGS AND SUBMITTALS. CONTRACTOR SHALL TAKE
LIABILITY FOR REMOVAL AND REPLACEMENT, AT NO ADDITIONAL COST TO
THE OWNER, OF ALL MATERIAL, COMPONENTS AND LABOR FOR WORK
INSTALLED WITHOUT SIGNED/STAMPED/APPROVED SHOP DRAWINGS AND
SUBMITTALS.
10. ALL DOOR, FRAME, AND OPENING DIMENSIONS SHALL BE FIELD VERIFIED
BEFORE FABRICATION.
11. CONTRACTOR TO COORDINATE & VERIFY ANY/ALL WEEP HOLES IN MASONRY
ARE LOCATED ABOVE FINISH GRADE ELEVATION AND BELOW FINISH FLOOR
ELEVATION TYPICAL.
12. ALL BID AMOUNTS MUST BE BASED ON THE MOST STRINGENT REQUIREMENT
CALLED FOR IN THE COMPLETE CONSTRUCTION DOCUMENT PACKAGE. IN
ADDITION, THE MOST STRINGENT REQUIREMENT SHOWN SHALL GOVERN
AND TAKE PRECEDENCE IN THE EVENT OF ANY AND ALL CONFLICTS
BETWEEN DIFFERENT DRAWINGS (PLANS, ELEVATIONS, DETAILS, SECTIONS,
SCHEDULES, ETC...), BETWEEN DIFFERENT SPECIFICATION SECTIONS,
WITHIN SPECIFICATION SECTIONS, AND BETWEEN THE DRAWINGS AND THE
SPECIFICATIONS. IT WILL BE THE GENERAL CONTRACTORS RESPONSIBILITY
TO BRING ANY AND ALL DISCREPANCIES TO THE ARCHITECT’S ATTENTION
FOR FURTHER CLARITY PRIOR TO SUBMITTING A FORMAL BID.
PROJECT GENERAL NOTES
PROJECT TEAM
OWNER/OWNER REPRESENTATIVE
ARCHITECT
Bradford A Jones, AIA. M|P DESIGN GROUP
228.388.1950
PLUMBING ENGINEER
Micah VanDijvendijk, P.E. MACHADO | PATANO
228.388.1950
MECHANICAL ENGINEER
Micah VanDijvendijk, P.E. MACHADO | PATANO
228.388.1950
ELECTRICAL ENGINEER
Brad P. Patano, P.E. MACHADO | PATANO
228.388.1950
I
S
T
PI
M IFO
E
Fernanda A. Silva
S
TA
ET
R
ISSS
E
ISG
TER D ARCH
C
P
T
I
E
VERIFY SCALES
1"
IF NOT ONE INCH ON THIS SHEET, ADJUST
SCALES ACCORDINGLY
BAR IS ONE INCH ON ORIGINAL DRAWING
C C
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D M
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NO
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UB
M
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SCALE:
PROJECT NO:
DRAWN BY:
CHECKED BY:
TH
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MACHADO PATANO
A RR TC H I E C T U
DES I GN GROUP
E
PM
Bradford A. Jones, Architect
918 HOWARD AVE. SUITE F
BILOXI, MISSISSIPPI 39530
Office: 228.388.1950 Fax: 228.388.1971 web: www.mpeng.us
IS
SU
ED
FO
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1557824398E
FIGURE 305.3
CLEAR FLOOR OR
GROUND SPACE
48" MIN
" M
IN
FIGURE 305.5
POSITION OF CLEAR FLOOR OR GROUND SPACE
48" MIN
" M
IN
" M
IN
30" MIN
(a)
(b)
" M
IN
30" MIN
X>
60" MIN
MIN
12".
X>
" M
IN
FIGURE 305.7.1
MANEUVREING CLEARANCE IN AND
ALCOVE, FOREWARD APPROACH
FIGURE 305.7.2
MANEUVREING CLEARANCE IN AND
ALCOVE, PARALLEL APPROACH
M
IN9"
MIN
8".
M
IN
MIN
11".
M
IN9"
. 30
" M
IN
MAX
6".
FIGURE 306.2
TOE CLEARANCE
FIGURE 306.3
KNEE CLEARANCE
60" MIN
" M
IN
" M
IN
" M
IN
1' - 0" MIN
36" MIN
1' - 0" MIN
BASE
AR
M
AR
M
FIGURE 304.3.2
T-SHAPED TURNING SPACE
ADA & ABA GENERAL NOTES
1. ITEMS, DIMENSIONS, AND CLEARANCES SHOWN ON THESE DIAGRAMS ARE TYPICAL PROJECT
TO PROJECT CONDITIONS AND ARE NOT INTENDED TO BE ALL INCLUSIVE, NOR MAY THEY ALL
BE APPLICABLE FOR THIS SPECIFIC PROJECT. THEY ARE SHOWN FOR GENERAL REFERENCE
PURPOSES ONLY DEPICTING THE MINIMUM REQUIREMENTS ALLOWED BY THE 2010 ADA
STANDARDS FOR ACCESSIBLE DESIGN (ADA). THEY DO NOT REPRESENT A COMPLETE LISTING
OF GUIDELINES OR STANDARDS NECESSARY TO MEET THE 2010 ADA ACCESSIBILITY CODE
REQUIREMENTS. THE OVERALL INTENT OF THE CONSTRUCTION DOCUMENTS FOR THIS
PROJECT IS FOR IT TO BE IN FULL COMPLIANCE WITH THE 2010 ADA IN ITS ENTIRETY. IF A
SITUATION ARRISES DURING CONSTRUCTION WHERE A DISCREPENCY OCCURS BETWEEN A
DESIGNED DETAIL OR A BUILT CONDITION AND THE MINIMUM REQUIREMENTS SET FORTH BY
THESE DIAGRAMS OR ANY DIAGRAM IN THE 2010 ADA, THEN IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT THE ARCHITECT TO ASSIST WITH MAKING A RESOLUTION PRIOR
TO MOVING FORWARD WITH CONSTRUCTION OF THE AFFECTED DETAIL.
2. ALL DIMENSIONS ARE INDICATED IN INCHES UNLESS NOTED OTHERWISE.
3. ALL GRAPHICS SHOWN ARE TAKEN FROM THE LATEST EDITION OF AMERICANS WITH
DISABILITIES ACT AND ARCHITECTURAL BARRIERS ACT ACCESSIBILITY GUIDELINES.
4. ADDITIONAL ADA/ABA REQUIREMENTS MAY BE REQUIRED BY LOCAL JURISDICTION, STATE
AND LOCAL GOVERNMENT AND LOCAL ORDNANCES. CONTRACTOR IS RESPONSIBLE FOR
VERIFYING ADDITIONAL REQUIREMENTS AND IMPLEMENTING THESE REQUIREMENTS.
5. IF LOCAL JURISDICTION, STATE AND LOCAL GOVERNMENT AND LOCAL ORDNANCES DIFFER
FROM WHAT IS SHOWN ON THIS SHEET THE CONTRACTOR SHALL BRING IT TO THE ARCHITECTS
ATTENTION IN WRITING PRIOR TO BIDDING.
(a) (b)
FIGURE 308.2.2
OBSTRUCTED HIGH FORWARD REACH
FIGURE 308.2.1
UNOBSTRUCTED FORWARD REACH
" M
AX
" M
AX
M
IN
M
AX
20 MAX >20-25 MAX
(a) (b)
FIGURE 308.3.2
OBSTRUCTED HIGH SIDE REACH
FIGURE 308.3.1
UNOBSTRUCTED SIDE REACH
MAX
10".
M
IN
' M
AX
" M
AX
" M
AX
MAX
10".
" M
AX
" M
AX
10-24" MAX
ADA SIGN MOUNTING HEIGHT
OP
EN
IN
G
AS
S
CH
ED
XXX
XXXXXX
AL
IG
N A
LL
S
IZ
ES
T O
T H
E
TO
P
5'
0" T
YP
" M
IN
T
O B
.O . T
AC
TI
LE
" M
AX
T
O T
.O . T
AC
TI
LE
9"
WHERE THERE IS NO
WALL SPACE SIGNAGE
SHALL BE LOCATED ON
THE NEAREST ADJ WALL.
CLEAR
18" MIN
LI
N
E O
F
AD
JA
C
EN
T
W
AL
L
1/4" MAX
FIGURE 303.2
VERTICAL CHANE IN LEVEL
1/4" EA
FIGURE 303.3
BEVELED CHANE IN LEVEL
1/2"
FIGURE 302.3
ELONGATED OPENINGS IN FLOOR
OR GROUND SURFACES
DOMINANT DIRECTION OF TRAVEL
LONG DIM PERPENDICULAT
TO DOMINANT DIRECTION
OF TRAVEL
1/2" MAX
FIGURE 307.2
LIMITS OF PROTRUDING
OBJECTS
4" MAX
" M
AX
" M
IN
Figure 307.3 Post-Mounted Protruding Objects
12 max 12 max
-8 m ax m inX > 12
X > 12
(b)(a)
FIGURE 403.5.2
CLEAR WIDTH AT TURN
42 min m in
X < 48
42 min
X < 48
36 min 36 min m in
(a) 180 degree turn
(b) 180 degree turn
(Exception)
FIGURE 403.5.1
CLEAR WIDTH OF AN ACCESSIBLE ROUTE
m in
48 min 24 max m in m in m in
24 max m in
CLEAR WIDTH OF AN ACCESSIBLE ROUTE;
BYPASSING
FIGURE 404.2.3
CLEAR WIDTH OF DOORWAYS
(c) folding door
(a) hinged door
(b) sliding door
32 min 32 min32 min
" M
IN
" T
YP
48" MIN
36" TYP
FIGURE 608.2.1
TRANSFER TYPE SHOWER
COMPARTMENT SIZE AND CLEARANCE
SEAT
WALL
BACK WALL
CONTROL
WALL
18"
FIGURE 608.3.1
GRAB BARS FOR TRANSFER
TYPE SHOWER
SEAT
WALL
BACK
WALL
CONTROL
WALL
1/
2" M
IN
" M
IN
FIGURE 609.3
SPACING OF GRAB
BARS
FIGURE 605.2
HEIGHT AND DEPTH OF URINALS
(A) WALL HUNG TYPE
13 1/2" MIN
" M
AX
M
IN
MIN
404.2.4.1
(a) front approach, pull side
FIGURE 404.2.4.1
MANEUVERING
CLEARANCES AT
MANUAL SWINGING
DOORS AND GATES
m in
(b) front approach, push side
M
IN12 MIN
(c) front approach, push side with closure and latch
36 min m in
(d) hinge approach, pull side
42 min m in
(e) hinge approach, pull side m in 22 min
(f) hinge approach, push side m in 22 min
(g) hinge approach, push side, door provided with closure and latch
(h) latch approcah, pull side
24 min m in
(i) latch approcah, pull side door provided with closer
24 min m in m in 18 min
X > 8
(a) pull side
FIGURE 404.2.4.3
MANEUVERING
CLEARANCE AT
RECESSED DOORS
AND GATES
m in
(b) push side
X > 8 48 m in12 min
(c) push side, door provided with both closer and latch
X > 8 min min
(a) (b) min
(c)
Figure 404.2.6 Doors in Series and Gates in Series
M
IN
(j) latch approach, push side
M
IN
(k) latch approach, push side door provided with closer
24 MIN24 MIN
1' - 0"
42" MIN
39" - 41"
54" MIN
6"
" M
IN
1"
FIGURE 604.5.1
SIDE WALL GRAB BAR FOR WATER CLOSET
FIGURE 604.5.2
REAR WALL GRAB BAR FOR
WATER CLOSET
36" MIN
6"
24" MIN 12" MIN
60" MIN
" M
IN
FIGURE 604.3.1
SIZE OF CLEARANCE AT WATER CLOSETS
FIGURE 604.7
DISPENSER OUTLET LOCATION
" M
IN
" M
AX
7"-9"
FIGURE 604.8.1.2
WHEELCHAIR ACCESSIBLE TOILET
COMPARTMENT DOORS
4" MAX
" M
IN
FIGURE 604.2
WATER CLOSET LOCATION
16"-18" 17"-19"
(A) WHEELCHAIR ACCESSIBLE
WATER CLOSETS
(B) AMBULATORY ACCESSIBLE
WATER CLOSETS
FIGURE 604.8.1.4
WHEELCHAIR ACCESSIBLE TOILET
COMPARTMENT TOE CLEARANCE
6" M
IN
6" MIN
(A) ADULT WALL HUNG WATER CLOSET
" M
IN
60" MIN
(B) ADULT FLOOR MOUNTED WATER CLOSET
AND CHILDREN'S WATER CLOSET
" M
IN
60" MIN
FIGURE 604.8.1.1
WHEELCHAIR ACCESSIBLE TOILET
COMPARTMENT DOORS
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Bradford A. Jones, Architect
918 HOWARD AVE. SUITE F
BILOXI, MISSISSIPPI 39530
Office: 228.388.1950 Fax: 228.388.1971 web: www.mpeng.us
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LOCATION TO BE
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MOUNTING
BRACKET
TYP. MOUNTING HEIGHT GENERAL NOTES
1. ANY DEVICE WITH OPERABLE COMPONENTS TO BE 48" MAX TO TOP OF OPERABLE
COMPONENT. GC TO NOTIFY ARCHITECT PRIOR TO INSTALLATION OF ANY DEVIATIONS FROM
THIS ADA MAXIMUM OPERABLE REACH HEIGHT.
2. ANY DEVICE WITH OPERABLE COMPONENTS TO BE 15" MIN TO BOTTOM OF OPERABLE
COMPONENT. GC TO NOTIFY ARCHITECT PRIOR TO INSTALLATION OF ANY DEVIATIONS FROM
THIS ADA MINIMUM OPERABLE REACH HEIGHT.
3. ALL TYPICAL MOUNTING HEIGHT DIMENSIONS SHOWN HEREIN ARE TO CENTERLINE OF
DEVICE OR FIXTURE U.N.O.
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Bradford A. Jones, Architect
918 HOWARD AVE. SUITE F
BILOXI, MISSISSIPPI 39530
Office: 228.388.1950 Fax: 228.388.1971 web: www.mpeng.us
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PROJECT NO:
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Bradford A. Jones, Architect
918 HOWARD AVE, SUITE F
BILOXI, MISSISSIPPI 39532
OFFICE: 228.388.1950
FAX: 228.388.1971
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#16559
R
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P R
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ENGINEER
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S001
S T
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REINFORCING STEEL
CONCRETE MASONRY
STRUCTURAL STEEL
SUBMITTALS
GENERAL CONDITIONS
DESIGN CODES (ALL LATEST EDITION U.N.O.)
MATERIAL SPECIFICATIONS
AutoCAD SHX Text THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERING PLANS ARE THE OFFICIAL DOCUMENTS SUBMITTED TO THE APPROVING AUTHORITY FOR THESE PLANS. CONTRACTOR / SUBCONTRACTOR / AND/OR OWNER SHALL CONSULT ENGINEERED PLANS TO VERIFY ANY CONDITIONS OR RESTRICTIONS THAT MAY HAVE BEEN REQUIRED BY THE APPROVING AUTHORITY OR APPROVED BY THE REGISTERED ENGINEER OF RECORD. IF DISCREPANCIES OCCUR, THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERED PLAN SET SHALL OVERRIDE ANY OTHER PLANS. THE DRAWINGS, DETAILS, AND NOTES THAT APPEAR ON THIS SHEET ARE COPYRIGHTED BY MACHADO | PATANO, PLLC, AND CLAIM ALL RIGHTS OF THE COPYRIGHT LAWS.
AutoCAD SHX Text C
AutoCAD SHX Text
COPYRIGHTED MATERIAL
AutoCAD SHX Text PRINTED: 4/23/2021 8:41 AM BY: Adam Colledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge 4/23/2021 8:41 AM BY: Adam Colledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge BY: Adam Colledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge Adam Colledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge 4/23/2021 8:40 AM BY: Acolledge BY: Acolledge Acolledge m:\0110_kafb\0110.20.002_blake gym\03-structural\03-production\03-production drawings\110.20.002_blake gym_structural.dwg
AutoCAD SHX Text
1. MINIMUM COVER (OR CONCRETE PROTECTION) OF ALL CONCRETE REINFORCEMENT MEASURED FROM THE FINISHED MINIMUM COVER (OR CONCRETE PROTECTION) OF ALL CONCRETE REINFORCEMENT MEASURED FROM THE FINISHED CONCRETE FACE TO THE SOIL SHALL BE THREE (3) INCHES FOR FOOTINGS AND GRADE BEAMS (BOTTOM AND SIDE) AND THREE (3) INCHES BOTTOM AND SIDE FOR SLAB ON GRADE. 2. ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE A.C.I. MANUAL OF ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE A.C.I. MANUAL OF PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, A.C.I. 315. 3. REINFORCING STEEL SHALL BE PLACED IAW CRSI "PLACING REINFORCING BARS", LATEST EDITION. REINFORCING REINFORCING STEEL SHALL BE PLACED IAW CRSI "PLACING REINFORCING BARS", LATEST EDITION. REINFORCING BARS SHALL BE ASTM A615 GRADE 60. 4. DEFORMED WELDED WIRE FABRIC (WWF) SHALL CONFORM WITH A185. DEFORMED WELDED WIRE FABRIC (WWF) SHALL CONFORM WITH A185. 5. THE LAP SPLICE DEVELOPMENT LENGTH OF STEEL REINFORCEMENT SHALL BE ACHIEVED AND MADE TO DEVELOP THE LAP SPLICE DEVELOPMENT LENGTH OF STEEL REINFORCEMENT SHALL BE ACHIEVED AND MADE TO DEVELOP FULL STRENGTH OF THE REINFORCEMENT STEEL. WHERE SPLICES IN REINFORCING ARE NECESSARY, REINFORCING SHALL BE LAPPED 48 BAR DIAMETERS IN INCHES (MINIMUM). ALL BAR SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES, UNLESS NOTED OTHERWISE. SPLICES SHALL CONFORM TO A.C.I. 318, LATEST REVISION. 6. REINFORCEMENT STEEL SHALL BE STORED IN SUCH MANNER TO PREVENT EXPOSURE TO THE ELEMENTS AND REINFORCEMENT STEEL SHALL BE STORED IN SUCH MANNER TO PREVENT EXPOSURE TO THE ELEMENTS AND SHALL BE FREE OF RUST BEFORE PLACEMENT. REINFORCEMENT STEEL SHALL NOT BE WELDED. 7. ALL FOOTING REINFORCEMENT SHALL BE HELD SECURELY FROM THE GROUND USING REBAR CHAIRS OR OTHER ALL FOOTING REINFORCEMENT SHALL BE HELD SECURELY FROM THE GROUND USING REBAR CHAIRS OR OTHER APPROVED METHODS. CONCRETE BLOCK OR BROKEN TILE MAY BE USED. 8. ALL TIE REINFORCEMENT SHALL BE NO. 3 UNLESS NOTED OTHERWISE. ALL TIE REINFORCEMENT SHALL BE NO. 3 UNLESS NOTED OTHERWISE. 9. OUTER BAR OF FOUNDATION REINFORCEMENTS SHALL BE CONTINUOUS AROUND CORNERS OR BY BENDING THE OUTER BAR OF FOUNDATION REINFORCEMENTS SHALL BE CONTINUOUS AROUND CORNERS OR BY BENDING THE BAR, MINIMUM BAR LAP SHALL BE 25 INCHES. 10. PROVIDE ONE (1) #4 HOOP WITH 8' LAP IN SLAB AROUND ALL FLOOR DRAINS.PROVIDE ONE (1) #4 HOOP WITH 8' LAP IN SLAB AROUND ALL FLOOR DRAINS.
AutoCAD SHX Text
1. MASONRY CONSTRUCTION SHALL COMPLY WITH ACI 530; BUILDING CODE REQUIREMENTS & SPECIFICATIONS FOR MASONRY CONSTRUCTION SHALL COMPLY WITH ACI 530; BUILDING CODE REQUIREMENTS & SPECIFICATIONS FOR MASONRY STRUCTURES. 2. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE II, AND HAVE A MINIMUM ULTIMATE ALL CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE II, AND HAVE A MINIMUM ULTIMATE COMPRESSIVE PRISM STRENGTH (F'm) OF 1,900 PSI FOR THE MASONRY ASSEMBLAGE. 3. ALL MORTAR SHALL BY TYPE S CONFORMING TO ASTM C270 WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH ALL MORTAR SHALL BY TYPE S CONFORMING TO ASTM C270 WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,000 PSI. 4. CMU WALLS SHALL BE GROUTED IN 4'-0" LIFTS, MAXIMUM. CMU WALLS SHALL BE GROUTED IN 4'-0" LIFTS, MAXIMUM. 5. ALL CMU BOND BEAMS, LINTELS, AND CELLS WHICH CONTAIN REINFORCING STEEL SHALL BE FILLED SOLID WITH ALL CMU BOND BEAMS, LINTELS, AND CELLS WHICH CONTAIN REINFORCING STEEL SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE GROUT (UNLESS NOTED OTHERWISE). 6. VERTICAL CELLS TO BE FILLED SHALL HAVE A VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR VERTICAL CELLS TO BE FILLED SHALL HAVE A VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTED CONTINUOUS VERTICAL CELL NOT LESS THAN 2" X 3" IN PLAN DIMENSIONS. 7. A CONTINUOUS BOND BEAM WITH (2) #5 BARS SHALL BE PROVIDED NEAR THE TOP AND BOTTOM OF ALL CMU A CONTINUOUS BOND BEAM WITH (2) #5 BARS SHALL BE PROVIDED NEAR THE TOP AND BOTTOM OF ALL CMU WALLS AND AT INTERVALS OF 4'-0" VERTICALLY, UNLESS NOTED OTHERWISE IN PLANS. ALL BOND BEAMS SHALL BE REINFORCED WITH (2) #5 BARS UNLESS NOTED OTHERWISE IN PLANS. 8. FOUNDATION DOWELS SHALL EXTEND INTO FOUNDATION CONCRETE. SPLICES LENGTHS FOR WALL REINFORCEMENT FOUNDATION DOWELS SHALL EXTEND INTO FOUNDATION CONCRETE. SPLICES LENGTHS FOR WALL REINFORCEMENT SHALL BE DEVELOPED A MINIMUM OF 48". BEND DIAMETER FOR REINFORCING BARS SHALL BE A MINIMUM OF 6 x BAR DIA. WITH A MINIMUM EXTENSION OF 7.5", AND HOOK EXTENSIONS SHALL BE A MINIMUM OF 13 x BAR DIA. THERE SHALL BE A FOUNDATION DOWEL FOR EACH VERTICAL WALL REINFORCEMENT. 9. HORIZONTAL REINFORCING SHALL BE KNOCKOUT BOND BEAMS WITH (2) #5 CONTINUOUS UNLESS NOTED HORIZONTAL REINFORCING SHALL BE KNOCKOUT BOND BEAMS WITH (2) #5 CONTINUOUS UNLESS NOTED OTHERWISE. CORNER BARS SHALL BE INSTALLED IN BOND BEAMS. 10. CORNER BARS SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT, WITH A MINIMUM LEG LENGTH OF CORNER BARS SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT, WITH A MINIMUM LEG LENGTH OF 2'-0" OR 48" x BAR DIA., WHICHEVER IS GREATER. 11. NORMAL VERTICAL WALL REINFORCING SHALL EXTEND CONTINUOUSLY FROM THE TOP OF THE FOUNDATION TO NORMAL VERTICAL WALL REINFORCING SHALL EXTEND CONTINUOUSLY FROM THE TOP OF THE FOUNDATION TO EMBED AT LEAST 6" INTO THE TOP OF WALL BOND BEAM, THE VERTICAL SLOTS IN KNOCKOUT BOND BEAMS SHALL BE AT LEAST 3" INTO THE HEIGHT OF AN 8" HIGH BLOCK UNIT. AN ADDITIONAL #4 HOOKED DOWEL SHALL BE INSTALLED IN THE TOP OF ALL MASONRY WALLS AT EACH VERTICAL WALL CELL CONTAINING VERTICAL REINFORCING. DOWELS SHALL PROJECT 24" INTO THE WALL AND HOOK 6" INTO THE WALL TOP BOND BEAM. 12. AN ADDITIONAL VERTICAL BAR, SAME SIZE AND LENGTH AS THE NORMAL VERTICAL REINFORCING BAR SHALL BE AN ADDITIONAL VERTICAL BAR, SAME SIZE AND LENGTH AS THE NORMAL VERTICAL REINFORCING BAR SHALL BE PLACED: a. AS SHOWN ON DRAWINGS. AS SHOWN ON DRAWINGS. b. AT A CORNER INTERSECTION OF TWO WALLS. AT A CORNER INTERSECTION OF TWO WALLS. c. AT "T" INTERSECTIONS OF TWO WALLS. AT "T" INTERSECTIONS OF TWO WALLS. d. AT EACH SIDE ON CONTROL JOINTS. AT EACH SIDE ON CONTROL JOINTS. e. AT END OF DISCONTINUOUS WALLS AND AT OPENINGS. AT END OF DISCONTINUOUS WALLS AND AT OPENINGS. 13. CORNER BLOCKS SHALL BE INTERWOVEN BETWEEN TWO WALLS. CORNER BLOCKS SHALL BE INTERWOVEN BETWEEN TWO WALLS. 14. NON-LOAD BEARING WALLS: NON-LOAD BEARING WALLS: a. PROVIDE CONTINUOUS BOND BEAMS WITH (2) #5 BARS NEAR THE TOP AND BOTTOM OF CMU WALLS PROVIDE CONTINUOUS BOND BEAMS WITH (2) #5 BARS NEAR THE TOP AND BOTTOM OF CMU WALLS AND AT INTERVALS OF 4'-0" VERTICALLY, UNLESS NOTED OTHERWISE IN PLANS. 16. EVERY PIER OR WALL SECTION WITH A WIDTH OF 3'-0" OR LESS SHALL HAVE HORIZONTAL SHEAR STEEL IN THE EVERY PIER OR WALL SECTION WITH A WIDTH OF 3'-0" OR LESS SHALL HAVE HORIZONTAL SHEAR STEEL IN THE FORM OF TIES. 17. ALL BOLTS, ANCHORS, REINFORCEMENT AND EMBEDDED ITEMS SHALL BE GROUTED IN PLACE. ALL BOLTS, ANCHORS, REINFORCEMENT AND EMBEDDED ITEMS SHALL BE GROUTED IN PLACE. 18. CONTINUE REINFORCEMENT THROUGH MASONRY CONTROL JOINTS FOR BOND BEAMS AT FLOOR AND TOP OF WALL.CONTINUE REINFORCEMENT THROUGH MASONRY CONTROL JOINTS FOR BOND BEAMS AT FLOOR AND TOP OF WALL.
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1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN CONFORMANCE WITH THE AISC360 STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN CONFORMANCE WITH THE AISC360 "SPECIFICATION FOR STRUCTURAL STEEL". SEISMIC DESIGN OF STRUCTURAL STEEL STRUCTURES SHALL CONFORM TO AISC 341. 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: (SEE MATERIAL SPECIFICATIONS STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: (SEE MATERIAL SPECIFICATIONS THIS SHEET) 3. ALL WELDING SHALL CONFORM TO THE SPECIFICATIONS OF THE AMERICAN WELDING SOCIETY. WELDING ALL WELDING SHALL CONFORM TO THE SPECIFICATIONS OF THE AMERICAN WELDING SOCIETY. WELDING ELECTRODES SHALL BE E-70 SERIES. WELDING SHALL BE DONE BY A CERTIFIED WELDER. 4. WELDS NOT SPECIFIED ON PLANS SHALL BE OF SIZE AND TYPE BASED ON AISC AND AWS STANDARDS FOR WELDS NOT SPECIFIED ON PLANS SHALL BE OF SIZE AND TYPE BASED ON AISC AND AWS STANDARDS FOR THICKER PART JOINED. 5. WELDING ELECTRODES SHALL BE E6022 WHEN METAL DECK IS WELDED. WELDING ELECTRODES SHALL BE E6022 WHEN METAL DECK IS WELDED. 6. HIGH STRENGTH BOLTS SHALL BE 3/4" DIAMETER (U.N.O.) CONFORMING TO ASTM A-325. CONNECTIONS SHALL HIGH STRENGTH BOLTS SHALL BE 3/4" DIAMETER (U.N.O.) CONFORMING TO ASTM A-325. CONNECTIONS SHALL BE DESIGNED AS BEARING TYPE WITH THREADS IN SHEAR PLANE. HOLES SHALL BE 1/16" LARGER THAN BOLT SIZE (U.N.O.) 7. NO OPENINGS SHALL BE CUT IN STRUCTURAL MEMBERS UNLESS SHOWN ON THE DRAWINGS. NO OPENINGS SHALL BE CUT IN STRUCTURAL MEMBERS UNLESS SHOWN ON THE DRAWINGS. 8. ALL STEEL SHALL BE SHOP PRIMED PRIOR TO SHIPMENT TO JOB SITE. REFER TO ARCHITECTURAL PLANS AND ALL STEEL SHALL BE SHOP PRIMED PRIOR TO SHIPMENT TO JOB SITE. REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR FINISH PAINT.
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1. REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS BY THE STRUCTURAL ENGINEER DOES NOT RELIEVE THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS BY THE STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTING TO THE STRUCTURAL ENGINEER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. ALL SHOP DRAWINGS MUST BE STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTAL. 2. SUBMIT ALL SHOPS DRAWINGS & OTHER SUBMITTALS IN PDF FORMAT OR HARD COPY. IF HARD COPY IS SUBMIT ALL SHOPS DRAWINGS & OTHER SUBMITTALS IN PDF FORMAT OR HARD COPY. IF HARD COPY IS SUBMITTED, PROVIDE 3 SETS ONLY. ALL OTHERS WILL BE RETURNED UNMARKED. MACHADO PATANO WILL RETURN 1 MARKED SET TO THE CONTRACTOR. 3. SHOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT FOR STRUCTURAL ENGINEER REVIEW SHOP DRAWINGS FOR SHOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT FOR STRUCTURAL ENGINEER REVIEW SHOP DRAWINGS FOR THE FOLLOWING ITEMS. ITEMS MARKED (*) SHALL HAVE SHOP DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. a. STRUCTURAL STEEL STRUCTURAL STEEL b. MASONRY REINFORCING STEEL MASONRY REINFORCING STEEL c. MASONRY GROUT MIX DESIGNMASONRY GROUT MIX DESIGN
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1. MASONRY WALLS AND STRUCTURAL STEEL ARE NON-SELF-SUPPORTING AND ARE DESIGNED FOR A MASONRY WALLS AND STRUCTURAL STEEL ARE NON-SELF-SUPPORTING AND ARE DESIGNED FOR A COMPLETED CONDITION ONLY. A COMPLETED STRUCTURE IS REQUIRED TO PROVIDE LATERAL STABILITY AND RESISTANCE TO WIND AND SEISMIC FORCES. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING REQUIRED TO MAINTAIN STABILITY OF STRUCTURAL SYSTEM. 2. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, THE SPECIFICATIONS, OR INFORMATION IN DRAWINGS, IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, THE SPECIFICATIONS, OR INFORMATION IN DRAWINGS, THE MORE RIGID REQUIREMENT SHALL GOVERN UNLESS AMENDED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD.
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- INTERNATIONAL BUILDING CODE (IBC 2018) - AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-16) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES - AMERICAN CONCRETE INSTITUTE (ACI) - AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) - AMERICAN WELDING SOCIETY (AWS) - AMERICAN IRON AND STEEL INSTITUTE (SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL CONSTRUCTION MEMBERS)
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- ANCHOR BOLTS Fy = 55,000 PSI (ASTM F1554) Fy = 55,000 PSI (ASTM F1554) = 55,000 PSI (ASTM F1554) - EMBEDDED STEEL Fy = 36,000 PSI (ASTM A36) Fy = 36,000 PSI (ASTM A36) = 36,000 PSI (ASTM A36) - REINFORCING STEEL - #3 OR LARGER Fy = 60,000 PSI (ASTM A615, GRADE 60) Fy = 60,000 PSI (ASTM A615, GRADE 60) = 60,000 PSI (ASTM A615, GRADE 60) (ASTM A615, GRADE 60) (ASTM A616 (S1), GRADE 60) 1), GRADE 60) ), GRADE 60) - WELDED WIRE FABRIC ASTM A185 (FLAT SHEETS ONLY) ASTM A185 (FLAT SHEETS ONLY) - STRUCTURAL STEEL Fy = 50 KSI Fy = 50 KSI = 50 KSI - STRUCTURAL ANGLE Fy = 36 KSI Fy = 36 KSI = 36 KSI - STRUCTURAL TUBE Fy = 46 KSI Fy = 46 KSI = 46 KSI - HIGH STRENGTH STRUCTURAL BOLTS ASTM A325-N (U.N.O.)ASTM A325-N (U.N.O.)
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w e b : m e n g . u sp.w w w
Bradford A. Jones, Architect
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BILOXI, MISSISSIPPI 39532
OFFICE: 228.388.1950
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*NOTE*
AutoCAD SHX Text *NOTE* PLACE MC8x8.7 SUPPORTS UNDER AHU CURB. CONTRACTOR TO COORDINATE WITH SUBMITTALS.
AutoCAD SHX Text THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERING PLANS ARE THE OFFICIAL DOCUMENTS SUBMITTED TO THE APPROVING AUTHORITY FOR THESE PLANS. CONTRACTOR / SUBCONTRACTOR / AND/OR OWNER SHALL CONSULT ENGINEERED PLANS TO VERIFY ANY CONDITIONS OR RESTRICTIONS THAT MAY HAVE BEEN REQUIRED BY THE APPROVING AUTHORITY OR APPROVED BY THE REGISTERED ENGINEER OF RECORD. IF DISCREPANCIES OCCUR, THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERED PLAN SET SHALL OVERRIDE ANY OTHER PLANS. THE DRAWINGS, DETAILS, AND NOTES THAT APPEAR ON THIS SHEET ARE COPYRIGHTED BY MACHADO | PATANO, PLLC, AND CLAIM ALL RIGHTS OF THE COPYRIGHT LAWS.
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AutoCAD SHX Text PRINTED: 4/23/2021 8:41 AM BY: Adam Colledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge 4/23/2021 8:41 AM BY: Adam Colledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge BY: Adam Colledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge Adam Colledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge 4/23/2021 8:40 AM BY: Acolledge BY: Acolledge Acolledge m:\0110_kafb\0110.20.002_blake gym\03-structural\03-production\03-production drawings\110.20.002_blake gym_structural.dwg
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E GN EG I N E R I N
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Bradford A. Jones, Architect
918 HOWARD AVE, SUITE F
BILOXI, MISSISSIPPI 39532
OFFICE: 228.388.1950
FAX: 228.388.1971
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AutoCAD SHX Text
MC8
AutoCAD SHX Text L4x4x3/8, 6" LONG
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3/4" HOLES FOR5/8" STRUCTURAL BOLTS
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3/4" HOLES FOR5/8" STRUCTURAL BOLTS(FIELD DRILL EXISTING 14W TO MATCH)
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EXISTING 14W
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EXISTING 14W
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EXISTING METAL DECK
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EXISTING RIGID INSULATION AND ROOF SYSTEM
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NEW AHU
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NEW AHU ROOF CURB, CONNECT TO ROOF SYSTEM PER MANUFACTURER RECOMMENDATIONS
AutoCAD SHX Text A
AutoCAD SHX Text S300
AutoCAD SHX Text S100
AutoCAD SHX Text W12x35
AutoCAD SHX Text INSTALL (4) SIMPSON "TITEN HD" SIMPSON "TITEN HD" STAINLESS STEEL ANCHORS, T&B (1/2"x6") OR APPROVED EQUAL OR APPROVED EQUAL FOR LINTEL ATTACHMENT
AutoCAD SHX Text DRILL & EPOXY (2) #4 DOWELS INTO EXISTING SLAB, (6" EMBED. MIN.) SET WITH HILTI RE 500 V3 OR EQUAL
AutoCAD SHX Text #5 DOWEL, 12" LONG @ 32" O.C. VERTICALLY DRILL AND EPOXY GROUT INTO EXISTING CMU BLOCK (8" MIN. EMBEDMENT)
AutoCAD SHX Text
DRILL EXISTING BLOCK CORES AND GROUT FILL
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DRILL EXISTING BLOCK CORES AND GROUT FILL
AutoCAD SHX Text
NEW 8" CMU BLOCK GROUT FILL SOLID
AutoCAD SHX Text W12x35
AutoCAD SHX Text INSTALL (4) SIMPSON "TITEN HD" SIMPSON "TITEN HD" STAINLESS STEEL ANCHORS, T&B (1/2"x6") OR APPROVED EQUAL OR APPROVED EQUAL FOR LINTEL ATTACHMENT
AutoCAD SHX Text DRILL & EPOXY (2) #4 DOWELS INTO EXISTING SLAB, (6" EMBED. MIN.) SET WITH HILTI RE 500 V3 OR EQUAL
AutoCAD SHX Text #5 DOWEL, 12" LONG @ 32" O.C. VERTICALLY DRILL AND EPOXY GROUT INTO EXISTING CMU BLOCK (8" MIN. EMBEDMENT)
AutoCAD SHX Text
DRILL EXISTING BLOCK CORES AND GROUT FILL
AutoCAD SHX Text
DRILL EXISTING BLOCK CORES AND GROUT FILL
AutoCAD SHX Text
NEW 8" CMU BLOCK GROUT FILL SOLID
AutoCAD SHX Text B
AutoCAD SHX Text S300
AutoCAD SHX Text S100
AutoCAD SHX Text C
AutoCAD SHX Text S300
AutoCAD SHX Text S100
AutoCAD SHX Text
CMU LINTEL WITH (2) #5
AutoCAD SHX Text DRILL & EPOXY (2) #4 DOWELS INTO EXISTING SLAB, (6" EMBED. MIN.) SET WITH HILTI RE 500 V3 OR EQUAL
AutoCAD SHX Text #5 DOWEL, 16" LONG @ 32" O.C. VERTICALLY DRILL AND EPOXY GROUT INTO EXISTING CMU BLOCK (8" MIN. EMBEDMENT)
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CMU INFILL
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DRILL EXISTING BLOCK CORES AND GROUT FILL
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BASE ANCHORS FOR JAMBS PER MFR. RECOMMENDATIONS
AutoCAD SHX Text DOOR & WINDOW JAMBS TO BE ANCHORED TO MASONRY WALL W/ STIRRUP & STRAP ANCHORS @ 32" O.C.
AutoCAD SHX Text 12"
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ROOF CURB
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TO CHORD PANEL POINT
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BOTTOM CHORD PANEL POINT
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JOIST BOTTOM CHORD
AutoCAD SHX Text PROVIDE L2X2X3/16 EACH SIDE OF JOIST AT ALL LOCATIONS WHERE CONCENTRATED LOAD DOES NOT OCCUR WITHIN 3" OF A PANEL POINT, INSTALL ANGLE WITH ONE END AT LOCATION OF LOAD AND OTHER END AT A PANEL POINT ON THE OPPOSITE CHORD, TYPICAL
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HANGING LOADS, FROM HOODS, WATER LINES, ETC., SEE GENERAL NOTE 1
AutoCAD SHX Text GENERAL NOTES: 1. PROVIDE JOIST REINFORCING IN ACCORDANCE WITH THIS DETAIL FOR ALL PROVIDE JOIST REINFORCING IN ACCORDANCE WITH THIS DETAIL FOR ALL CONCENTRATED LOADS IN EXCESS OF 100 POUNDS THAT ARE BOTH SHOWN AND NOT SHOWN ON THE STRUCTURAL FRAMING PLAN. 2. BRIDGING AND WEB MEMBERS ARE NOT DESIGNED FOR LOADS OTHER BRIDGING AND WEB MEMBERS ARE NOT DESIGNED FOR LOADS OTHER THAN AXIAL. NO ATTACHMENT OF ANY TYPE SHALL BE MADE TO BRIDGING OR JOIST WEB MEMBERS. ALL LOAD ATTACHMENT SHALL BE TO PROPERLY REINFORCED JOIST TOP OR BOTTOM CHORD ONLY.
AutoCAD SHX Text 1/8"
AutoCAD SHX Text 1/8"
AutoCAD SHX Text
TYP. EACH END
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JOIST, SEE PLAN
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TYP.
AutoCAD SHX Text 3/16"
AutoCAD SHX Text
CLEAR OPENING (COORDINATE SIZE WITH MECHANICAL CONTRACTOR)
AutoCAD SHX Text L6x4x3/8, 8" LONG (LLV)
AutoCAD SHX Text L6x4x3/8 (LLV)
AutoCAD SHX Text
TYP.
AutoCAD SHX Text 3/16"
AutoCAD SHX Text 3/16"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text 3/16"
AutoCAD SHX Text 3/16"
AutoCAD SHX Text L6x4x3/8 (LLV)
AutoCAD SHX Text L6x4x3/8 (LLV)
AutoCAD SHX Text L6x4x3/8, 6" LONG (LLV)
AutoCAD SHX Text
CLEAR OPENING (COORDINATE SIZE WITH MECHANICAL CONTRACTOR)
AutoCAD SHX Text
CLEAR OPENING (COORDINATE SIZE WITH MECHANICAL CONTRACTOR)
AutoCAD SHX Text
JOIST
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JOIST
AutoCAD SHX Text L6x4x3/8 (LLV)
AutoCAD SHX Text L6x4x3/8 (LLV)
AutoCAD SHX Text CONCRETE PATCH (1" THICKER THAN EXISTING), 3500 PSI IN 28 DAYS WITH WWF 6x6, W2.9xW2.9 PLACED 2" FROM TOP
AutoCAD SHX Text #4 DOWELS, 10" LONG, @ 24" O.C. DRILL AND EPOXY INTO EXISTING SLAB (5" EMBEDMENT) (TYP. ALL SIDES)
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EXISTING CONCRETE SLAB
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EXISTING CONCRETE SLAB
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EXISTING UNDISTURBED SUBBASE
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SELECT FILL COMPACTED TO 95% PER ASTM D1557
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LAP NEW VAPOR BARRIER OVER EXISTING AND SEAL TAPE
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NEW PLUMBING LINE (REF. MECHANICAL/PLUMBING)
AutoCAD SHX Text THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERING PLANS ARE THE OFFICIAL DOCUMENTS SUBMITTED TO THE APPROVING AUTHORITY FOR THESE PLANS. CONTRACTOR / SUBCONTRACTOR / AND/OR OWNER SHALL CONSULT ENGINEERED PLANS TO VERIFY ANY CONDITIONS OR RESTRICTIONS THAT MAY HAVE BEEN REQUIRED BY THE APPROVING AUTHORITY OR APPROVED BY THE REGISTERED ENGINEER OF RECORD. IF DISCREPANCIES OCCUR, THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERED PLAN SET SHALL OVERRIDE ANY OTHER PLANS. THE DRAWINGS, DETAILS, AND NOTES THAT APPEAR ON THIS SHEET ARE COPYRIGHTED BY MACHADO | PATANO, PLLC, AND CLAIM ALL RIGHTS OF THE COPYRIGHT LAWS.
AutoCAD SHX Text C
AutoCAD SHX Text
COPYRIGHTED MATERIAL
AutoCAD SHX Text PRINTED: 4/23/2021 8:41 AM BY: Adam Colledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge 4/23/2021 8:41 AM BY: Adam Colledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge BY: Adam Colledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge Adam Colledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge 4/23/2021 8:40 AM BY: Acolledge BY: Acolledge Acolledge m:\0110_kafb\0110.20.002_blake gym\03-structural\03-production\03-production drawings\110.20.002_blake gym_structural.dwg
1557824398E
DEMOLITION GENERAL NOTES:
13. THIS PROJECT SITE AND BUILDING IS A TOBACCO FREE PROPERTY.
SMOKING AND TOBACCO USE OF ANY KIND IS PROHIBITED FOR
PROJECT DURATION.
14. THE DEMOLITION PLANS AND ELEVATIONS INDICATE THE GENERAL
SCOPE AND INTENT OF ITEMS THAT ARE TO BE REMOVED,
ABANDONED AND/OR REWORKED; HOWEVER, ALL ITEMS AND
AREAS MAY NOT BE DEPICTED OR NOTED. IT IS THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FULLY
COORDINATE DEMOLITION WITH ALL DISCIPLINES AND REMOVE AS
REQUIRED AND PATCH BACK AS REQUIRED TO MATCH ADJACENT
AREA(S) THAT MAY NOT BE NOTED.
15. IN BUILDINGS WHICH ARE NOT BEING DEMOLISHIED IN THEIR
ENTIRETY; ALL LIFE SAFETY DEVICES, INCLUDING BUT NOT LIMITED
TO, FIRE PULLS, SMOKE DETECTORS, HORN/STROBES, SECURITY
SYSTEM, ETC SHALL REMAIN IN OPERATION DURING THE DURATION
OF DEMOLITION AND NOW WORK. IF ANY INTERUPTION OF ANY LIFE
SAFETY DEVISES OR SYSTMES IS REQUIRED BY THE CONTRACTOR
DURING ANY SCOPE OF WORK TO BE PERFORMED, THE
CONTRACTOR SHALL COORDINATE WITH THE OWNER/ARCHITECT
AND RECEIVE APPROBAL PRIOR TO INTERUPTION.
1. DO NOT SCALE DRAWINGS; IF DIMENSIONS ARE IN QUESTION, THE
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
CLARIFICATION FROM THE ARCHITECT/ENGINEER OF RECORD
BEFORE CONTINUING WITH DEMOLITION. GENERAL CONTRACTOR
TO FIELD VERIFY ALL CONDITIONS PRIOR TO DEMOLITION.
2. IF ANY MATERIAL SUSPECTED TO CONTAIN ASBESTOS IS
DISCOVERED, ALL WORK IN THE VICINITY SHALL IMMEDIATELY BE
SUSPENDED. THE OWNER AND THE ARCHITECT SHALL BE NOTIFIED
IN WRITING AND NO WORK SHALL RESUME IN THE SUSPECT AREA
UNTIL CERTIFIED INSPECTION, VERIFICATION AND/OR REMOVAL OF
ASBESTOS CONTAINING MATERIAL IS PERFORMED.
3. THE GENERAL CONTRACTOR SHALL VERIFY WITH THE OWNER
PRIOR TO REMOVAL, DISPOSAL, AND STORAGE OF ANY
COMPONENT(S) OF SALVAGEABLE USE.
4. STOCKPILE OF DEMOLITION MATERIALS ON SITE IS NOT ALLOWED.
ALL DEMOLITION MATERIALS ARE TO BE REMOVED FROM THE SITE
IN A TIMELY FASHION AND DISPOSED OF OFF SITE IN A LEGAL
LANDFILL.
5. DUMPSTERS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR
AND LOCATED IN OWNER APPROVED LOCATIONS.
6. FINAL SITE CLEANING; THE SITE SHALL BE CLEAR OF ALL DEBRIS,
DEMOLITION RELATED AND NON-RELATED (SITE TRASH).
7. SEE CIVIL, STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL
DRAWINGS FOR FURTHER DEMOLITION WORK TO OCCUR.
8. SEE CIVIL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS
FOR EXISTING UTILITY SERVICE OPERATION REQUIREMENTS
DURING THE COURSE OF THE PROJECT.
9. PATCH AND REPAIR SURFACES OUTSIDE THE LIMITS OF WORK THAT
ABUT DEMOLITION ITEMS.
10. PROTECT ALL TREES FROM DAMAGE DURING DEMOLITION
OPERATIONS. PROTECTIVE BARRIER FENCES MUST BE ERECTED
ONE FOOT OUT FROM ANY TREE DRIP LINE. WHERE THIS IS NOT
FEASIBLE, THE FENCE SHALL…
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