HomeMy WebLinkAboutBUIDING PLA PAGE 1-15STRUCTURAL NOTES
CODES AND STANDARDS
1. WIND LOADS AS PER SECTION 1606 OF THE STANDARD BUILDING CODE 1994
EDITION, FOR A 110 MPH WIND SPEED.
2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE STANDARD BUILDING
CODE 1994 EDITION.
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318/ 1995
EDITION).
MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
STRUCTURES (ACI 315/ 1994 EDITION).
MANUAL OF STANDARD PRACTICE FOR WELDING REINFORCING STEEL, INSERTS
& CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION. AWS D1.4/ 1992
EDITION.
SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS. (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) ASIC
ASD/ 9TH EDITION.
SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301/1996
EDITION.
BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY
STRUCTURES (ACI 530, 530.1/ASCE 5, 6/TMS 402, 602/ 1995 EDITIONS).
3. ARCHITECTURAL AND MECHANICAL DRAWINGS:
A. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS
AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED
TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL
CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND
ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED
IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY
CONSTRUCT THE PROJECT.
B. REFER TO ARCHITECTURAL, MECHANICAL OR ELECTRICAL DRAWINGS FOR
ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS
SETTINGS, DRAINS, REGLETS, ETC.
C. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE
CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR
FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED
BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY
WITH THIS REQUIREMENT,
D. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK.
FOUNDATION
1. ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT
ACCORDANCE WITH THE RECOMMENDATIONS ON SOILS AND FOUNDATIONS
INVESTIGATION PREPARED BY AN APPROVED TESTING LABORATORY PRIOR TO
FOUNDATION WORK.
2. THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT
INDICATED IN THE SOILS REPORT. ALL SUBGRADES SHALL BE APPROVED IN
WRITING BY THE SOILS ENGINEER PRIOR TO BACKFILLING.
3. BOTTOM OF FOOTINGS ASSUMED TO BEAR ON SOIL CAPABLE OF SAFELY
SUPPORTING 2,000 PSF.
4. SOILS SUPPORTING ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY A
REGISTERED SOILS ENGINEER BEFORE COMMENCING WORK. APPROVAL IN
WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN SPECIFIED
SOIL BEARING PRESSURE.
5. TOP OF ALL EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-O" FEET BELOW EXTERIOR
FINISH GRADE.
6. EXCAVATION & 8ACKFILL:
A. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND
DIMENSIONS INDICATED, TAKE EVERY PRECAUTION TO GUARD AGAINST
ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES,
PIPING, ETC.
B. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT
OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES.
C. BACKFILL IN HORIZONTAL LAYERS, MAXIMUM OF 12" THICK LAYERS AND
COMPACT TO A MINIMUM OF 98% MAXIMUM PROCTOR DENSITY. PLACE
BACKFILL SYMMETRICALLY, TAKING CARE TO PREVENT ANY ECCENTRIC
LOADING OR WEDGING ACTION AGAINST WALLS OR BUILDINGS,
7. CENTERLINE OF FOOTINGS: SHALL COINCIDE WITH CENTERLINE OF COLUMNS
UNLESS OTHERWISE NOTED ON DRAWINGS.
B. DIMENSIONS: ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL
DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL
DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE
CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK,
CONCRETE
1. ALL CONCRETE SHALL BE READY MIX, HAVE A MINIMUM COMPRESSIVE STRENGTH
OF 3000 PSI ® 28 DAYS AND HAVE A MINIMUM OF 517 LBS. OF CEMENT PER CUBIC
YARD. SLUMPS SHALL BE 4 MINIMUM AND 6 MAXIMUM. CONCRETE SHALL HAVE
4 t 1 1/2" PERCENT AIR ENTRAINMENT. JOBSITE WATER SHALL NOT BE ADDED.
2. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI
BUILDING CODE (ACI 318/ 1995 EDITION), THE ACI DETAILING MANUAL (ACI 315/ 1994
EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS (ACI 301/ 1996 EDITION).
3. SUBMIT ALL REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY
FABRICATION.
4. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE 1995
ACI SPECIFICATIONS.
5. WELDED WIRE FABRIC: SHALL COMPLY WITH ASTM A 185. UNLESS OTHERWISE
SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE
AND SUPPORT ON SLAB BOLSTERS SPACED AT 3'-0" O.C.
6. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH
BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60.
7. LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED ON
DRAWINGS. LAP ALL WWF A MINIMUM OF 6 INCHES (UNLESS OTHERWISE NOTED).
S. REINFORCING BARS:
A. AT CORNERS OF CONCRETE WALLS, BEAMS AND CONTINUOUS WALL
FOOTINGS, PROVIDE MATCHING HORIZONTAL BARS X 5'-0" BENT BAR FOR
EACH HORIZONTAL BAR SCHEDULED AT EACH FACE.
B. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED
HOOKS UNLESS OTHERWISE NOTED.
C. CONTRACTOR SHALL INCLUDE IN HIS BASE BID THE COST OF 1,000 LBS. OF
ADDITIONAL REINFORCING STEEL, INCLUDING FABRICATION, BENDING,
FURNISHING AND PLACING. THIS EXTRA STOCK SHALL BE FURNISHED AND
USED FOR SPECIAL CONDITIONS AS DIRECTED BY THE ARCHITECT, THE
ARCHITECT'S AGENT OR BY THE OWNER'S CONSTRUCTION SUPERVISOR,
THE PRICE OF THE UNUSED EXTRA STOCK SHALL BE CREDITED TO THE
OWNER'S ACCOUNT.
9. CONCRETE LINTELS:
A. LINTELS TO HAVE 8" MINIMUM BEARING AT EACH END. USE PRECAST
LINTEL MATCHING WALL THICKNESS SUCH AS THOSE PRODUCED BY CAST-CRETE.
LINTEL TO BE GROUTED SOLID W/(1) #5 BAR MIN, SHOP DRAWINGS SHALL BE
SUBMITTED PRIOR TO INSTALLATION.
MASONRY
1. MASONRY UNITS SHALL BE ASTM C 90 GRADE N.
2. FOLLOWING ARE THE BLOCK STRENGTHS REQUIRED:
A. ASTM C 90 - 2,000 PSI ON NET AREA OF INDIVIDUAL UNITS,
3. ALL MORTAR SHALL BE TYPE S(OR TYPE M) IN ACCORDANCE WITH A$TM
SPECIFICATION C270.
4.
GROUT SHALL BE A HIGH SLUMP MIX IN ACCORDANCE WITH ASTM SPECIFICATION
C476.
5.
ALL CONCRETE MASONRY BEARING AND SHEAR WALLS SHALL BE INSPECTED
BY
A QUALIFIED ENGINEER AND CONSTRUCTED IN ACCORDANCE WITH THE
"BUILDING
CODE REQUIREMENT FOR MASONRY STRUCTURES" (ACI 530/ASCE 5/
MS 402) AND
"SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI 530.1/ASCE 6/TMS
602)/ 1995
EDITIONS.
6.
PROVIDE HOT DIPPED GALVANIZED TRUSS TYPE HORIZONTAL JOINT
REINFORCEMENT (MIN. 9 GA.) AT 16" ON CENTER VERTICAL IN ALL M
SONRY
WALLS. PROVIDE DOVE TAIL SLOT ANCHORS AT CONCRETE COLUMNS
7.
PROVIDE CONTROL JOINTS IN MASONRY WALLS AT A SPACING OF 30'
+/- O.C. AND
ALIGN WITH ARCHITECTURAL CONTROL JOINTS.(TYPICAL FOR NORTH 0
PALM
BEACH COUNTY).
STEEL
1.
ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE
WITH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM
TO
ASTM SPECIFICATION A 36. ASTM SPECIFICATION A 572 GRADE 50 (WIDE
FLANGES). ALL STEEL TUBING SHALL CONFORM TO ASTM SPECIFICATION
A 500
GRADE B (FY-46 KSI). ALL STEEL PIPE SHALL CONFORM TO ASTM SPECIFICATION
A501. ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT.
DELETE
PAINT ON ALL STEEL TO RECEIVE SPRAYED ON FIREPROOFING OR C014CRETE
ENCASEMENT. ALL MILL CAMBER TO BE ORIENTED UPWARD DURING
FABRICATION AND ERECTION. STEEL BEAMS INSTALLED IN PARALLEL
WITH STEEL
BAR JOISTS MUST HAVE CAMBER EQUAL TO BAR JOISTS.
2,
ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS Q
ALIFIED,
AS DESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFIC
7ION
PROCEDURE" (AWS D1.1), TO PERFORM THE TYPE OF WORK REQUIRED
3.
ALL CONNECTIONS SHALL BE BOLTED WITH 3/4" DIAMETER, A-325 H133H
STRENGTH BOLTS OR WELDED (UNLESS SHOWN OTHERWISE ON THE
DRAWINGS).
4.
ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES.
5.
SHEAR CONNECTORS TO BE HEADED STUD TYPE, ASTM A/108, GRADE
1015 OR
1020, COLD FINISHED CARBON STEEL, WITH DIMENSIONS COMPLYING AITH
AISC
SPECIFICATIONS,
6.
EQUIPMENT SUPPORTS:
PROVIDE ALL SUPPORTING STEEL NOT INDICATED ON PLAN AS REQUIRED
FOR
THE INSTALLATION OF MECHANICAL EQUIPMENT AND MATERIALS, INCLUDING
ANGLES, CHANNELS, BEAMS, HANGERS, ETC. DO NOT SUPPORT EQUIPMENT
OR
PIPING FROM METAL DECKING.
JOISTS
1.
ALL JOISTS SHALL HAVE A SHOP COAT OF RUST INHIBITIVE NON BITUMINOUS
PAINT.
2.
JOIST FABRICATOR SHALL HAVE A SPECIALTY ENGINEER REGISTERED IN
THE
STATE OF FLORIDA SIGN AND SEAL ALL STEEL JOIST SHOP DRAWINGS.
THESE
SHOP DRAWINGS SHALL CONTAIN A STATEMENT CERTIFYING THAT THE
STEEL
JOISTS CAN SAFELY RESIST THE WIND UPLIFT FORCES AS PER THE
ASCE 7/ 1993
EDITION.
3.
STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED TO THE
REQUIREMENTS OF THE SPECIFICATIONS OF THE STEEL JOIST INSTITU
E FOR
SERIES K JOISTS. MANUFACTURER SHALL BE A MEMBER OF THE STE
L JOIST
INSTITUTE. PROVIDE BRIDGING IN ACCORDANCE WITH SJI STANDARDS
UNLESS
NOTED OTHERWISE ON THE DRAWINGS.
4.
JOIST TO BE DESIGNED FOR ROOF MOUNTED EQUIPMENT, SEE MECHAN
CAL
AND ARCHITECTURAL DWGS FOR LOCATION, SIZE AND WEIGHT.
DECK
1.
STEEL ROOF DECK SHALL BE 1-1/2", 22 GA. TYPE B METAL DECK G
LVANIZED AS
SHOWN ON ROOF PLAN AS MANUFACTURED BY UNITED STEEL DECK,
INC. OR
APPROVED EQUAL. MANUFACTURER SHALL BE A MEMBER OF THE STE
L DECK
INSTITUTE. ROOF DECK MUST COMPLY WITH STEEL DECK INSTITUTE STANDARDS,
ALL ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE
SPANS.
2.
1-1/2" METAL ROOF DECK IS TO BE ATTACHED TO STRUCTURAL STEEL
SUPPORTS
WITH 5/8" DIAMETER PUDDLE WELDS (MINIMUM OF 4 WELDS PER SHE
T PER
JOIST). SIDE JOINTS SHALL BE FASTENED TOGETHER WTH #10SELF
RILLING
SCREWS AT MID SPAN BETWEEN SUPPORTS (MINIMUM OF 1 PER SHEE
), UNLESS
INDICATED OTHERWISE ON THE DRAWINGS.
SEE
SCHEDULE
I i I
°I SEE PLAN
U W
0
Ww
n SEE
SCHEDULE
SEE SCHEDULE FOR
FOOTING SIZE &
REINFORCING
DENOTED TS_ " (THICKENED SLAB) ON PLAN
TYPICAL INTERIOR WALL FOOTING
(NON -BEARING) N.T.S.
SEE PLAN FOR
SLAB DESIGNATION
ADJACENT SLAB
OR FILL
1 #5 CONT
THICKENED EDGE (T
N.T.S.
METAL DECK SEE MECH. DWGS
(TYPICAL) FOR OPENING SIZE
L 6 x 4 x 5 (LLV)
-TYPICAL 4 S SIDES
L 6 x 4 x 3 8 CLIP
J L (4 REQUIRED
SEE PLAN FOR
JOIST SIZE
1. PROVIDE AT PERIMETER OF ALL ROOFTOP
MECHANICAL UNITS AND OPENINGS AS REQUIRED.
2. SEE MECH. DWGS FOR OPENING SIZE & LOCATION.
3. PROVIDE L 3 x 3 x 5/16 AT ROOF SUMPS
TYPICAL ROOF OPENING DETAIL
CONCENTRATED LOAD -
COORDINATE WITH EQUIPTMENT
SUPPLIER IF NOT STATED
ON DRAWINGS -
SUPPORT ADDITIONAL "X"-BRIDGING
® CENTER LINE OF
1/2" PLATE EQUIPMENT SUPPORT
IF LOAD DOES NOT SIT (EACH SIDE OF JOIST)
ON BOTH CHORDS
SEE PLAN
�- HANGER ANGLE
L 2 1/2% 2 1/2% 1/4" FOR MECH.
(MIN. WEB REINF. FOR EQUIPMENT
JOIST). OR ACCESORY
BY EQUIPTMENT
SUPPLIER
TYPICAL JOIST REINFORCING
AT CONCENTRATED LOAD
N. T. S.
HOOK VERTICAL BARS
_ O TOP OF WALL BOND
BEAM LOCATIONS
PROVIDE VERTICAL BAR
CRADLES O MAX. 192 BAR
DIAMETERS OR AT TOP,
BOTT. & LAPS.
t 2 MAX. DEVIATION = 1 BAR DIA.
w
o 2 I
7117�
<
T
TYPICAL REINFORCED MASONRY
BAR PLACEMENT DIAGRAM
N.T.S.
g" LAP
I� 2'-6"
BARS TO MATC
FOOTING BARS
c -o
SEE PLAN AND FOOTING SCHEDULE
FOR SIZE AND REINFORCING
TYPICAL STEP
FOOTING DETAIL
N. T. S.
2" DEEP SAWCUT (OR 1/3 x SLAB
THICKNESS) WITHIN 24 HOURS OF
POUR (DO NOT INTERRUPT MESH)
I�� TIIIr'
METAL KEY -FORM BY KEYHOLD
INC. OR EQUAL (STOP MESH)
CONSTRUCTION JOINT CONTROL JOINT
TYPICAL SLAB -ON -GRADE
NOTE. CONTROL JOINTS/CONSTRUCTION JOINTS N, T.S.
SHALL CREATE PANELS OF 400 SQ. FEET
(MAXIMUM)
MASONRY
PROVIDE PREFAB. "L
JOINT REINFORCING
AT ALL CORNERS
PLAN VIEW
CONCRETE
COLUMN
EXTEND JOINT REINF. 6"
INTO CONCRETE COLUMN
PLAN VIEW
(MASONRY LAID BEFORE COLUMN)
PROVIDE PREFAB. "T"
JOINT REINFORCING AT
ALL T-INTERSECTIONS
PLAN VIEW
PROVIDE DOVETA
ANCHOR SYSTEM
CONCRETE
COLUMN
PLAN VIEW
(MASONRY LAID AFTER COLUMN)
TYPICAL MASONRY DETAILS
N. T. S.
TERMINATE HORIZ.
REINF. AT THE JOIN
REINF. CELL OR
CONC. COL.
SEE PLAN
CONSTRUCTION PAPER
ON ONE SIDE ONLY
CAULK AND PREMOLDED
FOAM BACKING ROD
FILL VOID SOLID WITH
MORTAR.
DISCONTINUED WALL
LATERAL REINFORCING
PLAN VIEW
CMU WALL CONTROL JOINT (WCJ) DETAIL
1.- AT LOCATION WHERE WALL CONTROL JOINT IS ADJACENT TO
A WET COLUMN, PROVIDE DOVETAIL ANCHOR AT 16" O.C. TO
CONNECT CMU WALL AND POUR COLUMN. SEE ALSO TYPICAL
MASONRY DETAILS.
2.- SAW CUT BOND BEAMS, TIE BEAMS 1" DEEP TO CONTINUE WALL
CONTROL JOINT TO TOP OF WALL.
3.- CONTROL JOINT SPACING IS NOT TO EXCEED 40'-0" O.C.
-1 r .L r - - - ��-�11
ll .__i_ I . - J-
- -
r II I/
J I _J-
2
1'
Lon
I --r _L____ _ ... I
- L
00
m�
- 4, L_ --L- -i-i� L
I:, I i .1 -
GROUT -FILLED CELLS -
3000 PSI (TYPICAL)
4 1/2" x 4 1/2" CUT
MASONRY INSPECTION
& CLEAN -OUT HOLE
DOWELS TO
MATCH VERT.
TYPICAL MASONRY FILLED CELL DETAIL
WIND LOAD SCHEDULE
COMPONENTS
ROOF WIND LOADS
WALL WIND LOADS
(SEE NOTE 1)
&
ROOF AREA
WALL AREA
CLADDING
)
2
3
4
rJ
PRESSURE (PSF)
11
11
11
27.1
27.1
SUCTION (PSF)
-30.6
-42.6
-47.5
-28.1
-30.2
1. EXTERIOR GLAZED OPENINGS IN BUILDINGS SHALL COMPLY WITH SBCCI SSTD 12-94 BY EITHER BEING
DESIGNED FOR IMPACT RESISTANCE OR BEING PROTECTED BY IMPACT PROTECTIVE SYSTEMS.
2. CORNER DISTANCE, A = 7 FEET; ASSUMED TRIBUTARY AREA = 50SF
I
I
I
I
lO
I
I
PLAN
ELEVATION
DESIGN LOAD SCHEDULE
(ALL LOADS SHOWN ARE IN POUNDS PER SO. FT )
FCOMPONENT
STEEL DECK
2
STEEL
3
ROOFING
3
LIGHT WT INSULATING CONC.
14
MECH, ELEC, MISC.
8
TOTAL DEAD LOAD
30
TOTAL LIVE LOAD
30
TOTAL LOAD
60
NOTE: NET WIND UPLIFT = 30 P.S.F. (MAIN FORCE)
MASONRY WALL SCHEDULE
MARK
THICKNESS
REINFORCING
W-1
8" CMU
# 5 ® 16" o.c.
MASONRY WALL NOTES:
1. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED
LATERAL REINFORCING O 16" O.C. HORIZ. EXTEND REINFORCING
6" INTO POURED ELEMENTS AND AROUND ENCASED STEEL,
2. ADJACENT TO ANY EXTERIOR WALL OPENING, PLACE 1 # 5
VERTICAL IN CELL GROUTED SOLID, FULL HEIGHT,
3. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH
3000 PSI GROUT MIX.
FOOTING SCHEDULE
MARK
SIZE
W x D x L
REINFORCING
F24.72
2'-4"x12"xCONT.
3 #5 CONT. & #5 ® 42" O.C. TRANS.
TS-1
2'-0"xi2"xCONT.
3 #5 CONT. (i TOP & 2 BOTT)
BEAM SCHEDULE
BEAM
No.
SIZE
REINFORCING
88-1
8" x 8"
1 #5 CENTERED
TB-1
8" x 16"
1 #7 EACH CELL
TB-2
8" x 24"
1 #7 EACH CELL (MAX. OPENING WIDTH = 10'-0")
- O°DD®GJNELL9 a&MR&TO Gl^,ND KPCMIC ` 4-
STRUCTURAL ENGINEERS
uw1665 PALM BEACH LAKES BLVD. aUlTE 800
w WEST PALM BEACH, FLORIDA 33401 -
(561) 471 - 5166�i
JOB # 436.043
LL
z
W W
= U Q
OQ�
��O
zF=LL
OU
LNNL_l L-
Q
LLJ O :D
U O
Q > U
LJ
86z�
z0J
OU
�- LLJ
0 U U�
CJ
Q
V /
SHEET
NU11BER
5-3
OF
4
10-02--9P, 9. 51 Cm 4i.,::l: 1/R'b12
T.O. WALL
TB-1
EL. -0'
T.O. SLAB
EL W
T.O. WALL
" BREAK FACE AND GROUT
CELLS SOLID IF REQUIRED
EXISTING
STL JST EL. +1
JST. BRG. i
TO MATCH EXISTING
EXISTING SLAB
STEEL JOIST
SEE PLAN
L 4x4x1/2"x CONT.
W/ 1Z2 0 EXP. BOLTS
® 18 O.C. AND MIN EMBEDMENT
OF 3" INTO GROUTED CELLS
EXISTING CMU WALL
PREMOULDED
JT. FILLER
x x x 1' T.O. SLAB
(EXISTING FTG
SECTION 4
3/4„=1,_O" S-4
RECESS FOR NAILER
PROVIDE 1/2"0 HOOK BOL--
® 24" O.C. ® OUTSIDE EDl
X x —
SLAB ON GRADE
WALL FTG
SEE PLAN SEE PLAN
SECTION 8
3/4"=1 —0" S-4
X
X
3-2
CONT. BLOCKING
SEE ARCH'L DWGS
EL. +17'-4"
T.O. WALL
BB-1
BRG. PL Y2 x4"x1D"
W/ (2) i 2" x5" LONG H.S.
T8-1
NEW CMU WALL
EXISTING
NEW SLAB OVER EXISTING STL JST
SLAB ON GRADE TO MATCH
EXISTING. ROUGHEN SURFACE
AND APPLY BONDING AGENT
TO EXISTING SLAB.
EL. 0'-0" INK
T.O. SLAB x x
EXISTING SLAB—
/
x
,M
STEEL JOIST
SEE PLAN
#5 REINF.
/ DRILL &EPDXY 6" INTO
/ EXISTING BEAM 032" O.C.
LAP W/ VERTICAL WALL REINF.
EL12
T.O. EXISTING WALL.
EXISTING CMU WALL
PREMOULDED
JT. FILLER
EL. -0'-4"
T 0. SLAB
x x x
NEW SLAB
EXISTING FTG
EL. -0'-4"
T.O. SLAB
SECTION 3
3/4„=1'-0" S-4
L 3x3X1/4"x CONT.
CONT. BLOCKING W/1/2"0 EXP. BOLTS
SEE ARCH'L DWGS. ® 24" O.0 .& MIN
EMBED LENGTH OF 3"
EL�+17'-4"
LL T.O. WAY
BB-1—
BRG. PL 1/2 1.x4"x10"
W/ (2) 1/2" x5" LONG H.S.
* TB-1
La STL JST -�
SEE PLAN
" B-2 OVER OPENING — JL
S PLAN FOR EXTENT STEEL JOIST
SEE PLAN
RECESS FOR NAILER NEW CMU WALL --,
PROVIDE 1/2"0 HOOK BOLTS
® 24" O.C. ® OUTSIDE EDGES
\ VARIES: MIN. 6"
\\ MAX.
M
LL. U—V
T.O. SLAB
WALL FTG
SEE PLAN
DOWEL BAR INTO
EXISTING NORTH END
EL. +1B2'-0"
JST. RG.
BRG. PL 1/2"x4"x10"
W/ (2) 1/2"0x5" LONG H.S.
TB-1
DOWEL BARS INTO
-STL JST EXISTING NORTH END
SEE PLAN
NEW CMU WALL
PREMOULDED
JT. FILLER
X X _ x - EL. -0'-4"
T.O, SLAB
X- x x
ff-7;�7
NEW SLAB
SECTION 7
3/4"y1'-0" S-4
WALL FTG
SEE PLAN
BLOCKING
2CH'L DWGS.
17'-4"
NALL
BRG. PL 1/2%4"00"
W/ (2) 1/2"bx5" LONG H.S
+1
T.O. BEAM
--BB-1
TB-1
FTG
PLAN
SECTION 2
3/4", l'—O" S-4
CONT. BLOCKING
SEE ARCH'L DWGS.
EL
T.O. WALL
TO MATCH EXISTING
-�—BB-1
4'-0"
JOIST "X" BRIDGING-j
® MASONRY WALLS
CMU WALL
SEE PLAN
FOR REINF.
0'
T.O.
T.SLAB Y
TB-1
SECTION 6
3/4"=1'-0" S-4
FTG
PLAN
L 3x3x1/4"x CONT.
W/1/2"0 EXP. BOLTS
® 24" O.0 .& MIN
EMBED LENGTH OF 3"
T
STL JST -�
SEE PLAN
4'-0"
JOIST "X" BRIDGING
® MASONRY WALLS
CONT. BLOCKING
SEE ARCH'L DWGS.
J +17'-4"
} T.O. WALL
—BB-1
TB-1
)� TB-2
EL. +13'-4"
T.O. OPENING
WALL BEYOND
1 1/2" RECESS ® DOOR
THICKENED SLAB
V' �_ SEE TYP DETAIL
0
12" CMU
2
�'/-® THICKENED EDGE
WALL FTG
✓ SEE PLAN
I
EXISTING
STL JST
SECTION 1
3/4"=1'-O" S-4
EXISTING
CMU WALL-\`
NEW SLAB OVER EXISTING —
SLAB ON GRADE TO MATCH
EXISTING. ROUGHEN SURFACE
AND APPLY BONDING AGENT
TO EXISTING SLAB.
EXISTING
THICKENED EDGE
4'-8" t
I- -I
STL JST
SEE PLAN
JOIST "X" BRIDGING
® MASONRY WALLS
JL
L 3x3x1/4"x CONT.
W/ 1/2"0 EXP. ANCHORS
® 24" O.C. W/ MIN
EMBEDMENT OF 3"
LOCATE TO MISS EXISTING
ANCHOR BOLTS
�PREMOULDED
JT. FILLER
Xx
EXISTING
(-FTG
L. 0'-0"
T.O. SLAB
SECTION 5
V �
O'®0aaELL9 aa00aRa70 AND HOGNIN&A --�
STRUCTURAL ENGINEERS
1665 PALM BEACH LAKES BLVD.-SUITE 600 -
SHEE
WEST PALM BEACH, FLORIDA-- 33401. NUMB
(561) 471 - 5166
8
JOB # 436.043 OF
Q LZI
0
VE5TI13ULE ADD' I.
14' 0"
CON5TRUCTION 5EQU
PH A5E I
THE FENCE CURRENTLY LOCATED AT "TEMP(
LOCATIONS MARKED "NEW FENCE BY OTHER
i0 INCLUDE FENCE SENSORS, BARBED TAPE
NENT IN THESE LOCATIONS.
CONSTRUCT VESTIBULE 001 AND PORCH OV,
REMOVE DOOR FROM 146 TO 150, FILL VOID5
PAINT.
AT 146: PATCH AND PAINT WALL5 AND CEILII
INSTALL NEW VCT FLOOR AND RUBE
INSTALL TEMPORARY FENCE AS SHOWN ON'
CONTRUCT TEMPORARY ROAD AS SHOWN 01
ROAD SHALL BE USED BY THE OWNER AS A
PHAH 2
THE FOLLOWING WALLS SHALL BE REMOVED
THE FOLLOWING WALLS SHALL REMAIN UNTIL
COMPLETE ALL CONSTRUCTION AT EXISTING;
5ALLYPORT INCLUDING CIVIL WORK IN THESE
PHAH 3
THE FOLLOWING WALLS SHALL BE REMOVED
AT IMA AND 137: PATCH AND PAINT WALLS
INSTALL NEW VCT FLOOR I
REMOVE TEMPORARY FENCE AND ROAD ANC
002 TO NEW 5ALLYPORT DRIVEWAY.
ADDITION TC
32'
r .--- NEW 5IDE..,„
—rv�VV VIVVCVVnT --- ---
EXI5TING FLOOR PLAN 5CALE: V4° = V -0"
5HE
Numt
,A
# Zbel
5(zm (9l
153
i
152
142
32' 8" 33' 4"
3' 4" L ,010.1 1' 4" 3' 4" 1' 4" 10101, 3' 4"
i
1
O
• FIFES
o 11 CLASSIFICATION o12
• 012 `�j
' (V
N
3' 4 " 5' 4" 5' 4" 8' 5' 4" 4' 8" 5' 4"
G DRIVEWAY
FIFES _ ------ _-__ ---- -_ � - -
% �. o
136 W 3 W 3 W 3 2' 8" 10' 8" 1' 4" 4' 0" 1' 4" 10' 8" 2' 8"
_�
011 o
I_- < c
013
136A 010 0�3 A 013
� D
I
I - 005 .. o10
I
I� 9
II'
11 004 3
�O
.
11LI1 3'4" ra"'•i � b
137 _ _ . 3 -
I �
AC DW DW AC
I
O
5' 4" WO" 8" 2 e" L 8' 8" 8" 10' O"
1
1 � o 3 I �n
O 0
HOLDING 0
143 00 I V ESTI13ULE o09
-1 -O 3 of n ll 009
O
4 --� s
w 006 v
U7Lu
s�
( ; AC DW DW AC /
- - g g 2' 8
rG N W
-- 1' a" 3' a" >
r_ z HOLDING o SEARCH
144 003 Cu
L 0 150 C� � � N Cu
147 I -
146
146
001
VE5TIDULE 11
001 ooz 002 a.,
9' 4" 14 a o„
14' O"
O
—TTT 4.111711
W O L
-- FIFES
cn o14
z o NURSE O
007 °
CONCRETE BENCH
7
— — --- 32' 8„
- 51DEWALK
b013
E
m
5ALLYFOIZT
013
d
4 013
013 F
4
seems
'4" 4' 0" 1' 4"
DRIVEWAY
FLOOR FLAN 5CALE:1/4"=1' 0"
3
* 1go1�
0QQ
.w
QL<�
�L/L'�I
11�
w0
06 ( )
(y
~OU
O
W
U
Cn
<
_ U
0
>
�wLu
W
Z
�t ^
S
I
ww
=
U
�
�
Q
�zZZ
z00
�w
<ZZ
.z
QUO
<C}-U
z
z
U
oo�
1�5HEET1
NUM13ER
0�
� 12 �
a
i
r
d
i k
B
r o �- - I-f
I�1 L_ _.I -I
o 1 CCLA551FICATION
KLN STEEL PRODUCT5 CO. FLOOR MOUNTED
5TOOL5, MODEL 93405 - 18" HIGH
(STAINLESS STEED W/ 4 5ECURITY ANCHOR5
TTO FLOOR SLAB - 7 EACH REQUIRED
005
i
I
�
01O
F- _-
J �
\
l
WZ<2
?ZCL>—
W
�Lu
ILCSW�U
a>zk-)
W
pOOZu
Sl N .
4W=0�
rom�m�
6" DIEBOLD POINT TO POINT
aFUTURE
O
5Y5TEM - G.C. 5HALL EXCAVATE. FILL
Q
AND COMPACT TRENCH - DIEBOLD
•
WILL IN5TALL PIPE - COORDINATE
IN5TALLATION WITH DIEBOLD - TH15
L1L
WORK 15 IN THE BA5E BID.
� I
�
I
�S)
•I
1'
V
UNDERGROUND PIPE
zl
�-4
CD
CONCRETE BENCH -�
��
I'lllll'lllll'
• I
! I I• ill I
I
'I
I
I
I
AMERICAN JAIL PRODUCT5 NO
RECE55 MOUNT WITH ANGLE
r i TO WALL
325-6 P15TOL LOCKERS -
SLEEVE ANCHOR BOLTED
- SPACE FOR FUTURE P15TOL LOCKERS
_
FURNITURE CLAN SCALE. 1/4" -1I -O"
m Lu
Z W
< w
U
m
N
L�
.. Ll
W
W
< >
om
Z
<
0
0
J
LLi
<
��
11JLL
��.
U
Q
C
W
U
Z�UJN
N
Lu
�
�(�
( J
N
ww
=
U
O
Z
�
z
0
0
Ovli
W
Z
0
15
U
O
06�-_W
z
z
U
O
awe
�
U
V J
SHEET
NA3R
OF
12
NORTH ELEVATION 55CALE:1/4"=1'O"
FWARI MM
NEW ACCE55 DOOR
El
EAST ELEVATION 5CALE: 1/4" = V 0"
SOUTH ELEVATION 5CALE:1/4"=1'O"
DOOM I=INISH 5CHE1)ULE
ROOM
DESCRIPTION
FLOOR
BASE
WALLS
WALL FIN
CEILING
CLG FIN
CLG HT
REMARKS
001
VESTIBULE
VCT
RU
EXP
BF / EP
AC
EN
9' - 0"
002
PORCH
EXP
5T
COAT
5T
COAT
10'-0"
003
BOOKING SUPER.
VCT
RU
EXP
BF / EN
AC
9' - O"
004
BOOKING
VCT
RU
EXP
BF / EN
AC / DW
LAPDW
9' - 0"
005
PA55AGE
VCT
RU
EXP
BF / EN
AC / DW
LAODW
9' - 0"
006
PA55AGE
VCT
RU
EXP
BF / EN
AC / DW
LAPDW
9' - 0"
007
NURSE
VCT
RU
EXP
BF / EN
AC
9-0"
008
SEARCH
VCT
RU
EXP
BF / EN
AC
009
VESTIBULE
VCT
RU
EXP
BF / EN
AC
010
CLA551FICATION
VCT
RU
EXP
BF / EN
AC
9' - 0"
01"
CLA551FICATION
VCT
RU
EXP
BF / EN
AC / DW
LAODW
9' - 0"
012
PIPES
EXP
EXP
NO NEW CONCRETE AT FLOOR REQUIRED
013
SALLYPORT
EXP
EXP
BF / EN
GP
COAT
VARIES
014
PIPE5
EXP
EXP
ItM41;lk,
VCT VINYL COMP051TION TILE BF BLOCK FILLER AC ACOUSTIC PANELS
EXP EXP05ED EN ENAMEL PAINT CP CEMENT PLASTER
RU RUBBER LA LATEX PAINT COAT COATING
5T STUCCO
DW 5/8" DRYWALL CEILING ON STEEL CHANNEUSTUD SUPPORT (5EE FLOOR PLAN AND ELECTRICAL REFLECTED CEILING PLAN FOR LOCATIONS)
NOTE: 5EE CONSTRUCTION SEQUENCE NOTES ON SHEET A-1 FOR OTHER WORK REQUIRED THAT 15 NOT NOTED ON THE ROOM FIN15H 5CHEDULE.
z _<
0
0
0
w
.w
<LOU,
LU
o
w
�U O
W U
C!� ~ <
^_
Z
••� U m N
Lu-
Nt?
n<zz
W
a
rim
/A
W
W
=
U
n
�z�)z
zoo
o
LL
U
W
�o�
�vo
<�U
F-
W
zzv
ao�
c-
�lW�
Cht
ROOM 005 - NORTH WALL
ROOM 006 - EAST WALL
ROOM 006 - WE5T WALL
ROOM 004 - EAST WALL INTERIOR ELEVATIONE) 5Cl-E:1/2"=1' 0"
5' 3"
I
ROOM 008 - 5OUTH WALL
I
a
2" 2' 5" 2 2' 5" 2 2' 5"
T 10"
X
W 3 l
BOOM 003 - EAST WALL
2' 2"
2' 4"
FIN. WALL 4" CONCRETE SALE W/
6X6W1.4XW1.4WWM
O O O O O O O O O O O O O
Q_ Q_ Q_�_ Q_�_ Q_�_ Q_�_
O-
e n e n e e e e e vQ vO e
` Q ` 24 GA METAL DECK _ _ ` `
O O O O
a
CONCRETE DENCH DETAIL SCALE: 3"=1'-0"
8" X 8" X 16" CONCRETE BLOCK
FILLED WITH CONCRETE - #5
DOWELS TO FLOOR 51LAB 0 4'
O.C. AS SHOWN
O
RUBBER 13A5E
FIN. FLOOR —
� Beg
�z
<0
o�
•
J
w
<
f� f
W
W�0~L
Q
LL
�v
O
W
U
w_
Z
ciz
<�
N�
s�
I+W-
W
z
WW
=v
a
�zZZ
zoo
Ovi
�w
<��
LL,o�
�vo
<
v
zzv
owe
('SHEET
NUMBER
os
12
1
1
�
KOOM 011 - SOUTH WALL
I N T E 1z 10 P E L E V AT I O N 5 5CALE: 1/2" = 1' - 0"
in
I
Y
TYPICAL OF 7 U
2' O"
r119012 A
•PLYWOOD '
TREATED
i4GGGL.�fSdie'
2X4 TREATED
2X4 TREATED
PLASTIC LAMINATE ON 1/2" PLYWOOD
2x4
2 1/2"
51/2"
PLASTIC LAMINATE ON 1/ " PLYWOOD
2X4 TREATED VERTICAL AT 16" 0. C.
PU55EP 13A5E
It I
CABINET SECTION X4
CAL31NET DET IL5 5C."u.E:3"d1'
2"
2"
CABINET SECTION Y-Y
Cq�J'NFT SECTION Z-Z
�
.�
0
of
.w
0
� �
b
LU
U-
Ov
w
o
u
<
N
_Z
N
<
W
Z
s
N
W
Z
W
W
=
U
�
�
n
�zZZ
zoo
o
v
LL
<
W
CZ
�o�
�vo
<
v
zzv
ao�
owe
/'5HEET1
N a 06
OF
1)00R AND WINDOW SCHEDULE
ITEM
DOOR/
WINDOW
NUMBER
ROOM FUNCTION
INT./
EXT.
GALV.
DOOR
TYPE
DOOR/
WINDOW
MATL.
5/P/
QTY.
DOOR/
WINDOW
WIDTH
DOOR/
WINDOW
HEIGHT
DOOR
THICK
GLA55
TYPE
HWDE
SET
CON-
TROL
MON-
ITOR
KEY
SIDE
1
001
VESTIBULE
INT.
NO
A
S.H.M.
SINGLE
3'-0"
7-0"
2"
5G-1
5H-2
NO
NO
BOTH
2
002
VESTIBULE
EXT.
YES
A
S.H.M.
SINGLE
3'-0"
7-0"
2"
5G-1
5H-2
NO
NO
BOTH
3
003
BOOKING SUPER.
INT.
NO
B
5.H.M.
SINGLE
3'-0"
7-0"
2"
5G-1
5H-3
NO
NO
4
004
BOOKING
INT.
NO
B
5.H.M.
SINGLE
3'-0"
7'-0"
1 2"
5G-1
5H-3
NO
NO
5
006
VESTIBULE
INT,
NO
A
S.H.M.
SINGLE
3'-0"
7-0"
2"
56-1
SH-2
NO
NO
BOTH
6
007
NURSE
INT.
NO
B
S.H.M.
SINGLE
3'-0"
7-0"
2"
5G-1
5H-3
NO
NO
7
008
VESTIBULE
EXT.
YES
A
5.H.M.
SINGLE
3'-0"
7' -0"
2"
56-1
5H-2
NO
NO
BOTH
8
010
CLASSIFICATION
INT.
NO
D
5.H.M.
SINGLE
3'-0"
7'-C"
2"
SG-i
5H-3
NO
NO
9
011
CLASSIFICATION
INT.
NO
D
5.H.M.
SINGLE
3'-0"
7'-0"
2"
56-1
5H-3
NO
NO
10
012
PIPE CHASE
EXT.
NO
F
1
2' 8"
3'-0"
7 GA.
P-1
NO
NO
11
013A
5ALLYPORT
EXT.
YES
D
5.H.M.'
SINGLE
3'-0"
7'-O"
2"
5H-1
YES
YES
BOTH
12
M13
5ALLYPORT
EXT.
YES
D
5.1-I.M,
SINGLE
1 3'-0"
7'-0"
2"
5H-1
YES
YES
DOTH
13
013C
5ALLYPORT
EXT.
E
1
10' - 0"
3' -11 1/2'
2"
NO
NO
14
0131)
5ALLYPORT
EXT.
E
1
10' - 0"
3' -11 1/2'
2"
NO
NO
15
013E
5ALLYPORT
EXT.
E
1
10' - O"
3' -11 1/2'
2"
NO
NO
16
013F
5ALLYPORT
EXT.
E
1
10' - 0"
3' - 11 1/2'
2"
NO
NO
17
014
PIPE CHASE
EXT.
NO
G
1
1' 4"
3' 0"
7 GA.
P-1
NO
NO
18
146
PIPE CHASE
INT,
YES
C
1
2' 8" t
8' O"
NO
NO
19
W-1
DOCKING SUPER./
CLA551FICATION
INT.
NO
5.H.M.
4
6' 0"
4' -0"
50-1
20
W-2
NURSE
INT.
NO
S.H.M.
1
4'-8"
4'-0"
5G-1
21
W-3
BOOKING/
CLA551FICATION
INT,
NO
5.H.M.
7
5'-4"
4'-10"
5G-1
001 002 006 009
P0OK / WINbOW ELEVATIONS SCALE: 1/2"=1'-0"
2' 8" M.O.
012
7
3' 4" M.O.
003 004 007
010 011
a
o
�i
' 14�
014
ACCESS DOOR5
ADAMS NO.
416
CEILING —
HINGED GALV.
CHAIN LINK
GATE WITH
HASP N PADL(
Q
3' 0" M.O.
146
JAM13 - HEAD 51MILAR
Y
MULL
— 7 5/8"
2" 1" 4 5/8"
Lo
u J
Lc---
o C> O
SILL
WINDOW W-1
4' 0" M.O.
O
5013
B'J SAME 13UT OPP,.i51TE
H. M. FRAME -
GROUT 50LID
(TYPICAL)
SECURITY GLA55
H. M. FRAME
GROUT SOLID
(TYPICAL)
SECURITY GLASS
SECURITY GLA55
H. M. FRAME
GROUT SOLID
(TYPICAL)
10, 8" M.O.
JAM13 - HEAD 51MILAR
Q
7 5/8"
4 5/8"
H. M. FRAME -
GROUT SOLID
(TYPICAL)
SECURITY GLA55
SECURITY GLA55
JAMD - HEAD SIMILAR
2" 7 5/8"
6"
2" 1" 1 3"
.<�
-_
_ _ H. M. FRAME - w 2 X 8°
GROUT SOLID
`l TREATED
`r (TYPICAL)
li.
u: p ° 0-
o O O O O
O O O O
51LL SILL
WINDOW W-2 WINDOW W-3
UE
j \
RAYNOR PERFORATED SERVICE DOOR
SERIES FP 20 GA. ROLLING DOOR WITH
"Z" TYPE GUIDES AND MODEL RGJH
OPERATOR, 1/2 HP, 208-3P WITH TYPE
"A" STANDARD WALL MOUNT. PAINT WITH
ONE COAT PITT-TECH DTM 100% ACRYLIC
LATEX OL055 PAINT,
013 tGn�,3013013
C ,j E F
3LA55
SECURITY GLASS
2"
SPLASH
H. M. FRAME
GROUT SOLID
(TYPICAL)
W! N 0 IN I/ 1 1 5CALE: 3" = 1'- O"
L 6' 0" M.O. 1
FINISHED FLOOR
W -2
l 5' 4" M.O. 1
CREATIVE INDU5TRIE5, INC
NO, 8-0 TALK THRU
7 EACH REQUIRED
%z
Q
<
0
of
o
c
L
w
Ld
zzui
W
o
w
06(s)
U
Q
W
C)
U
z
C
Nt(l)
<�
W
z
Lo
�j uo
N
W
Z
W
W
� =
U
O
z
ZZ
zoo
o_v
<
W
W
-�zZz
Luo�
�
U
O
<}-U
0(5
1—
W
zzv
�
Q
�
�
LL,
�5HEET
NUMBER
A-7
OF
0
N
P05T CAP H. M. FRAME
�— 1 5/8" TOP RAIL
FENCE FABRIC SHALL BE 9 GAUGE ZINC COATED STEEL.12' HIGH i
TIED TO VERTICAL AND HORIZONTAL P05TS AND RAILS AT 2' 0" O.C.
TIES SHALL BE EQUAL TO "5ECUR-TY", FABRICATED FROM 9 GAUGE
ZINC COATED STEEL WIRE, COATING SHALL 5E CLA55 IV WITH 1.2 OZ
OF ZINC PER SQUARE FOOT OF METAL SURFACE, TENSILE STRENGTH OF TIE SHALL NOT BE LE55 THAN 75,000 P.S.I. USING ASTM A370
TEST - THE TIE SHALL 5E INSTALLED AROUND THE FRAME MEMBER
0 o AND A SINGLE STRAND OF FENCE FABRIC, THE TWO ENDS OF THE TIE
SHALL BE TWISTED TOGETHER THREE TIMES FORCING THE TIE TO
Qz w w CONFORM TO THE SHAPE OF THE FRAME MEMBER, TO MAKE IF DIFFICULT
TO INSERT AN OBJECT BETWEEN THE TIE AND THE FRAME MEMBER,
w THE POINTED ENDS OF THE TIE SHALL LAY IN THE DIRECTION OF THE
TRAVEL OF THE FABRIC AND TIPS SHALL BE SEVERED TO REDUCE THE
HAZARD TO PERSONNEL AND MAKE IT DIFFICULT TO UNTWI5T THE TIE -
DOOR OPERATOR
H. M. FRAME
E 1 5/8' MID -RAIL GROUT SOLID
(TYPICAL) JAMB
3 3/8" O.D. PIPE LINE POSTS AT 10' 0" O.C. -
4" O.D. FOR CORNER AND GATE SUPPORT POSTS
FINISH GRADE
1 5/5" BOTTOM RAIL
of
16" x 16" x 51" CONC. FOOTING
;off s;o,
",
1' 4"
T E M P 01�, A R Y E E H C E SCALE: 1/2" = VC)"
SEE CIVIL SHEET 1 OF 1 FOR LOCATION OF TEMPORARY FENCE - PROVIDE AUTOMATIC GATE SYSTEM
AT ROADWAY LOCATION, CLEAR OPENING WILL BE 12' 0" X 10 0" HIGH -
THE OVERHEAD SUPPORT WILL BE 4" X 6" X 1/4" STEEL CLEANED AND PRIMED, THE STEEL
WILL BE ATTACHED TO THE (3) 4" SCHEDULE 40 SUPPORT P05T WITH
) 5/5" U MOUNTED
THE TRACK AND TRUCK SYSTEM WILL CON515T OF 6 GAUGE TRACK,
BRACKETS AND (2) TRUCKS, THE SYSTEM WILL BE GALVANIZED AND RATED FOR 2,500#
AND EQUAL TO p� �tIEZ1DFK5QI�
THE GATE PANEL WILL 5E 2" SCHEDULE 40 FOR 5A51C FRAME WITH ALL OTHER VERTICAL
AND HORIZONTAL MEM15ER5 5EIN61 5/8" SCHEDULE 40, ALL JOINTS WILL 5E WELDED,
GROUND SMOOTH TO THE TOUCH AND PAINTED WITH ZINC ENRICHED PAINT, THE FABRIC
MATCH THE ADJOINING FENCE -
THE AUTOMATIC GATE WILL BE HYDRAULIC AND MATCH THE BRAND CURRENTLY IN USE BY
THE FACILITY, ±lY_2F.,L11 lYMQ2EL2,22-0E THE GATE WILL BE LOCKED ON THE CLOSED END
WITH LipIE-C-L MYDDELW-61 AND WIRED INTO THE AUTOMATIC GATE, SUPPLY (4) KEYS
FOR LOCK -
AT THE END OF CONSTRUCTION THE TEMPORARY FENCE WILL 5E REMOVED BY THE CONTRACTOR,
THE ITEMS SPECIFIED ABOVE 5Y BRAND NAME FOR THE GATE WILL BE GIVEN TO THE OWNER -
THE FENCE CURRENTLY LOCATED AT "TEMPORARY FEND FENCE" (160" +) SHALL BE MOVED TO
LOCATIONS
UDE ((
FENCE SENSORS, TAPE, ETC.
THESEFENCES SHALL BPE ECOME R"RELOCATED FENCE" M
TO INCLUDE
IN THESE LOCATIONS.
�.�
JAMB
7 5/8"
o
H. M. . FRAME
in
JAMB
DOOR 001
7 5/8" 1
r �
o H. M. FRAME
JAMB
LH. M. FRAME .
2" 1"
7 5/8"
SECURITY GLASS
JAMB
7 5/8" SECURITY GLA55
2" 1" 4 5/8"
H. M. FRAME -
GROUT 50LID
cq w — (TYPICAL)
`fLl
0
-- O
O - O
JAMB
DOOK5 00Z 006, 009
POOR PETAIL5 SCALE: 3"=1'-0"
O O
H. M. FRAME
a GROUT SOLID .
(TYPICAL)
7 5/8"
0
_ ! o
HEAD
_ 7 p—
O O
(] U
H. M. FRAME - -
GROUT SOLID .
(TYPICAL)
Ln
2" V. 4 5/8"
7 5/8"
H EAD
2 1 7 4/8 /5„
DOOR OPERATOR
SECURITY GLASS
SECURITY GLA55
H. M. FRAME
GROUT SOLID
(TYPICAL)
LE
Q —
o O O
` �—
� O O
51LL
D001z5 002, 006, 009
EXISTING WALL
AT DOOR 012
H. M. FRAME
GROUT 50LID
(TYPICAL)
7 5/8"
JAMB - HEAD 51MILAR
DOOR5 0039 004,
007, 010 AND 011
� I
N -
*21/8" 51/2"
m 7 5/8"
H. M. FRAME -
GROUT SOLID
(TYPICAL)
JAMB - HEAD 51MILAK
7 5/8"
21/5" 51/2"
cz
LD
c0
H. M. FRAME -
GROUT SOLID
(TYPICAL)
COI_ 1,A �
U0 00 '
JAMD AT ELEC, LOCK
DOOR 0138 - D00R 013A
5AME BUT OFF05ITE
/Z
<
O
u-
":O
^^ ll
ilk<�A
tL
LL
Ov
O
UW
v
Z ( `
p
�UmN
Ntc)
LLI <_
N
O
,^
WWI
U
0
�z�
z
�
O
1�
L
-.
�
W
�QLZ
0(5
Lu
zzv
1-
U
W
J
EXISTING ROOF AND STRUCTURE
SECTION 1 - 1 SCALE: 1" = V - 0"
2 X 6 P.T. WOOD
26 GA G.I. DRIP
8 X 6 X 16 CONC.
IN HALF RUNNING
ALL CELLS FILLED
5/8" STUCCO
I
EXISTING ROOF AND STRUCTURE
EXPAND-O-FLA5H (STYLE EJ
ACOULTIC CE
NEW 4"/6" CONCRETE FLOOR SLAB
0
0
1
0
0
,
0
0 0 0 0 0' o 0 0
EXISTING CONCRETE FLOOR SLAB
0
—SINGLE-PLY ROOFING
2" MINIMUM LIGHTWEIGHT CONCRETE
OVER INSULATION BOARD --1
L ROOF DECK
5TEEL BA1i-,oJ-015T6
3/4" CEMENT PLASTER CEILING
ON 3/0" RIB WIRE LATH
EXISTING CONCRETE BLOCK WALL
O-
,,
6" CONCRETE FLOOR 5LA15
0
SECTION 2 - 2 SCALE: 1"=V-0"
SECTION 3 - 3 SCALE: 1"=V-0"
GI\ICI C OI V onnr)\I,
'LATE
BLOCK
BOND
W/ CONC.
ff S,r-
'SI70! p`d
SECTION 4 - 4 SCALE: 1"=1,-0"
'�
0
oc
d
w
w
W�oz
n/\
O
LL
11�rr^^0
V J
QU
O
w
�
Q
z ( ,
v
o
zz
mN_
cn
Lu
N
N
I
W
W
=
U
�z1)z
zoo
O_Uli
W
w
Dz
LuO�
�vo
<
v
�zv
oo�
owl
�
v
I�
( J
/�5HEEV\
NUMBER
A-9
OF
22�
EXISTING ROOF AND STRUCTURE
EXISTING FLOOR SLAB
Xw
FLASHING AND COUNTER FLASHING
XPAND 0 FLASH STYLE EJ 2 X 6 P.T. WOOD NAILER SINGLE -PLY ROOFING SINGLE -PLY ROOFING
4 X 6 P.T. WOOD PLATE
" MINIMUM LIGHTWEIGHT CONCRETE 2 X 2 CLIP ANGLES 2" MINIMUM LIGHTWEIGHT CONCRETE 2" MINIMUM LIGHTWEIGHT CONCRETE
VIER INSULATION BOARD OVER INSULATION BOARD OVER INSULATION BOARD 26 GA G.I. DRIP
EXISTING ROOF AND 5TRUCTURE
IQ
f
/ STEEL ROOF DECK —
H-BLOCK BEAM5 - SEE STRUCTURAL - 8 X 8 16 CONC. BLOCK
IN HAL R NNING BOND
STEEL B R JOISTS -- o ALL CELL] NNIN W/ CONC.
zz,? iiFILLE
-
ii '
ACOU5TIQ CEILING
EXISTING CONCRETE BLOCK WALL
NEW 7 1/2"1 CONCRETE SLAB
EXISTING
1.1
5ECTION 5 - 5 5C
o off!{
0 ' 0
AY
1„ „ - 0„
ACOUSTIC CEILING
II
II
II
I�
II
II
REMOVE EXISTING OVERHEAD DOOR
AND MASONRY WALLS AS SHOWN --u4
MASONRY WALL BEYOND
NEW 4"/6" FLOOR 5LA5
REMOVE EXISTING MASONRY AS REQUIRED
FOR INSTALLATION OF CEILING, LIGHTING,
A. C. DUCTS, ETC.
NEW 71/2" CONCRETE 51-AB
y o 0 o p o 0 0 0 0 0 o}d o- o "o oy o/ o o.yy�oy o 0 0 o y. c
0 ''0 ''0 "0 0 ''0 ''0 ''0 ''rj 0 ''0 ''0 ''0 ''0 ' 0 ''0 '' 0 ''0
0 0 0 0 0 0 0 0 0 0 0 0 o c
— — — — — — — — — — — — — — ---
o EXISTING DRIVEWAY
EXISTING FLOOR 51-AB
0
SECTION 6 - 6 SCALE: 1"=1'-0"
ACOUSTIC CEILING
4" CONCRETE FLOOR 5LA15
0 0 1 0 10 10 10 10 ' 0 ' 0
co
m
•
i� i
0 m
m i
IN
i
v
Lol
C•7
0
5/6"
o .
oQ oCN-
o
oO oO oC
0 0
0
0 0 0
,-
,
„ 0
0 0
o 0 0
n,
nN-
n% n, n,-
n
I
re]
-It ZB'9
SECTION 7 - 7 SCALE: 1"=1'-0"
fil
N
.. Q
W
w N
4 w
o oz
z
Q
0
O
.
Lu
W
�
d
F
oc
O
�w
06(s)
('g
Ov
o
W
U
(s)~
<
,U
cn
<
Lu
(j)
o[
Z
RAJ
w
z
ww
=v
<
�z�
zoo
O
U
IL
�w
LLJo�
�vo
<�U
w
zzv
o��
nw�
�s)
U
5HEET
Nion
OF
12
EXI5TING ROOF TO REMAIN
I
I
I
I
I
I
i
I
I
i
i
EXISTING ROOF TO REMAIN
\, NEW ROOF
I,
5LOPE 3" (TYP.)
j.
i
RIDGE
NEW CURB & FLA5HING \\
- _ NEW ROOF
I
\ NEW ROOF
P R.D R.Dy' 5LOPE 3" (1YP,)
OPE_ 3 (rY ) \ r
ROOF FLAN 5(ALE: 1/8"=1'-0"
curl r ni v onnclkl/-
0 N ? CP' 5CALE: 1" = 1' - 0"
�.ni✓i uw � wvn ✓ten✓
SECTION 9 - 9 5CALE: 1"=1'-0"
0)
N
U
w
w N
< w
o w
z
d
0
0
w
w
.
ui
zz
LLI
d
n
o
w
06�S)
0
17- i
d-
U
0
C)
W
U
z(,�
J
Lu to
Z
W
s
(
P
W
W
U
n
�z�
zoo
O
v
t_t_.
<
W
wow
_1Uo
<}-U
zzv
oo�
�v
oW�
cS�
"'-5H E ETA
N� A 11
OF
12 J
EXISTING ROOF AND STRUCTURE
1
— EXISTING CEILING
n
EXPAND-O-FLASH STYLE EJ
i
�
•
�
y
V
C_
C
C
C
ACOUSTIC CEILING
EXISTING CONCRETE BLOCK WALL
4" CONCRETE FLOOR SALE
- 0- —ice- -t1 ��+a-
0
5/8" 51 UCC0 ---
8 X 8 X 16 CONC, BL
IN HALF RUNNING B
ALL CELLS FILLE W/
cp
26 GA G.I. DRIP
w v r_ n r uinnr� rn •rr
SHEET
NA12
OF
5EGT10N 10 - 10 SCALE: 1"=P-0"
5ECT10N 11 - 11 SCALE: 1"=1'-0"
�Zsza(94'
MECHANICAL LEGEND
SYMBOL ABBREVIATION DESCRIPTION
SUPPLY DUCT RISER
RETURN DUCT RISER
EXHAUST DUCT RISER
iX
SUPPLY DUCT DOWN
i
RETURN DUCT DOWN
EXHAUST DUCT DOWN
DUCT CONTINUES
L _
B.D.D.
BACKDRAFT DAMPER
L
M.V.D.
MANUAL VOLUME DAMPERS
_
-
F.D.
NEW FIRE DAMPER
-
EX. F.D.
EXISTING FIRE DAMPER
A.P.
DUCT ACCESS PANEL
DUCT RISE OR DROP IN DIRECTION OF FLOW
SQUARE TO ROUND DUCT TRANSITION
VAV BOX
SINGLE LINE DUCTWORK
CONICAL OR BELL MOUTH TAP W/MVD
MVD HAS REMOTE CONTROL IN RIGID CEILING
FLEXIBLE DUCT
SUPPLY OUTLET (SEE AIR DEVICE SCHEDULE)
zRETURN
INLET (SEE AIR DEVICE SCHEDULE)
®
EXHAUST INLET (SEE AIR DEVICE SCHEDULE)
aiowr
PIPING CONTINUES
ANCHOR POINT
PIPE GUIDE
U
PIPE ELBOW DOWN
PIPE ELBOW UP
EXPANSION COMPENSATOR
Z�
BALL VALVE (SHOWN WITH OR WITHOUT HANDLE)
BALANCING VALVE WITH PRESSURE TAPS
3 WAY AUTOMATIC CONTROL VALVE
2 WAY AUTOMATIC CONTROL VALVE
THERMOMETER IN WELL
PRESSURE/TEMPERATURE TAP
UNION
I
FLEXIBLE PIPING
T
END
CAPPED
—CD—
CONDENSATE DRAIN PIPING
cYL.AAni c
G
THERMOSTAT (G=T-STAT GUARD)
(�
HUMIDISTAT
OA 0
AIR DEVICE TAG
®
DUCT SMOKE DETECTOR
FAN SPEED CONTROL
U C.
UNDER CUT DOOR
AIR FLOW AMOUNT
Ot
REFERENCE NOTE
DETAIL NUMBER
�X
X-X
SHEET DETAIL APPEARS
OF EQUIPMENT
XTYPE
EQUIPMENT NUMBER
SECTION NUMBER
X-X
SHEET SECTION APPEARS
CONNECT TO EXISTING
022!
OFLOOR PLAN - MECHANICAL
SCALE: 1/4" = 1'-0"
COORDINATE ROUTING OF DUCTWORK
THROUGH EXISTING WALL WITH
ARCHITECTURAL AND STRUCTURAL
DRAWINGS (TYP. AT 2 LOCATIONS)
10x10 UP TO
EXHAUST FAN
ON ROOF.
EF
BOOK
U 0
rn
0
Fi
Q�
CD 1
0.94
„4 d O
b,0
r1c�
W c
C�
p
0 %"
m
w
� kn
M n q
[n��g
Z
a
� K
Q
le
QLon
U Q'
i�
V
a
w
[
o
m
-
w
coo
�UCD
O
CD
U
wU
cy)Q
Z
p�
mU
m N
mZv
Q
za
w
W
I-
Q
-0
c /
N
w
z
�
U
Q
o
z
0
O
z�LL-
CD
W
_
Q
�
�
�oz
L-J
U
=D
CD
Q
�
U
�
z
w
�
U
CD
z
U
CD
Q
SHEET
NUMBER
M-1
OF
3