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REINFORCED CONCRETE
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REINFORCED CONCRETE
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SLAB (SEE STRUCTURAJ.-
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WITH CONCRETE (SEE
STRUCTURAL DRAWING',S)
REINFORCEMENT
(SEE. STRUCTURAL
DRAWINGS) TYPICAL J
CONT 16 GA
CLOSURE ANGLE
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FLAS H I N G
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REINFORCED CONCRETE
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SLAB (SEE STRUCTURAJ.-
8" BOND BEAM FILL,ED DRAWINGS)
WITH CONCRETE (SEE
STRUCTURAL DRAWING',S)
REINFORCEMENT
(SEE. STRUCTURAL
DRAWINGS) TYPICAL J
CONT 16 GA
CLOSURE ANGLE
ONT 16 GA
FLAS H I N G
LOSURE ANGLE
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FULLY ADHERED
ULLY ADHERED
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-APERED
SLOPE 1/4"' PER
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(MIN 311 TH�CK)
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ELECTRICAL
REINFORCED CONCRETE
SLAB � (-SEE STRUCTt..)RAL
REINFORCED CONCRETE
DRAWINGS)
SLAB (SEE STRUCTURAJ.-
8" BOND BEAM FILL,ED DRAWINGS)
WITH CONCRETE (SEE
STRUCTURAL DRAWING',S)
REINFORCEMENT
(SEE. STRUCTURAL
DRAWINGS) TYPICAL J
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(TYPICAL-) EL, 1 07'1,�78'
SLOPE 1 /4" PER, FOOT
(M�N 3" THICK)
2 " CMU -SOAP
B4O, CONCRETE (TYPICAL)
B.O. CONCRETE
EL, 1070�75' EL. 1070�75'
8"BOND BEAM F�LLED 5
WITH CON(""RETE (SEE _REINFORCED CONCRETE SLAB
(SEE Sl"RUCTURAL DRAWINGS)
STRUCTURAL DRAWINGS)
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ALUMINUM CONDUCTOR 8" BOND BEAM FILLED WITH
PAINTED CMU TRUCTURAL
HEAD (COLOR P-,2),------ CONCRETE (SEE S
(COLOR P-1)
DRAWINGS)
ALUMINUM DOWNSPOUT
W/6" X 4" CORRUGATED
RECTANGULAR PROFILE
8" CMU BOND'BEAM (COLOR P' -------- PAINTED CMU
(COLOR P-1)
T.O. DOOR
EE 06_�§775_1 x REINFORCEMENT
(SEE STRUCTURAL
DRAWINGS) TYPICAL
ELECTRICAL
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DOOR AND FRAME
ASSEMBLY
(COLOR P-4)
8" FIRE RATED
CNI U (TYP)
PAI'9TED CMU
(COLOR
ALUMINUM ELBOW
(TYPICAL.) X --------CONCRETE SLAB (SEE
STRUCTURAL DRAWINGS)
_YPICAL
FiN. FLOOR FIN. FLOOR
. ..... . -"- CAP FLASHING & CLOSURE
LOCK 'FLANGE 1-0 SCUPPER FLANGE W/CONT. SEALANT
AND SEAL ALL SIDES (TYP.) AROUND PERIMETER
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ON 3/4" PERF, GRAVEL GUARD
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RECOVERY BOARD
SLOPE ,--TAPERED INSULATION SLOPE 1/4"
_,�_B.0. SCUPPER ER F0oT (MIN 3" THICK)
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EL- 10'71.78'
1 .0. CONCRETE
1.42
EL. 107
BEAD REINFORCING—/ 1�
LOCK SCUPPER WITH 4
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AND SEAL ALL. SIDES I 4�, 4
14"W X 8"D X '12"H
ALUM. CONDUCTOR j- ----,----REIN FORCED CONCRETE SLAB
HEAD WiTH MASONRY (SEE STRUCTURAL DRAWINGS)
FASTENERS ------ B" BOND BEAM FILLED WITH
ALUMINUM STRAINER—--/ CONCRETE (SEE STRUCTURAL
DRAWINGS)
8" RRE RATED CMU
1" ALUM. SUPPORT
STRAP AS REQUIRED ELECTRICAL
ve
ROOM
(MIN 4 PER LENGTH)
TYPICAL-— [A =--- 1 0=0
REIN FORCEM ENT
ALUMINUM DOWNSPOUT
(SEE STRUCTURAL
W/6" X 4" CORRUGATED"",/ DRAWINGS) TYPICAL -
RECTANGULAR PRORLE-
CAP -FLA,S>fd1NG & CLOSURE
FLANGE W/CONT. SEALANT
AROUND PER1MFTER-------
FULLY ADHERED
EPDM MEMBRANE -------
1/2" RECOVERY
BOARD
TAPERED INSULAT]ON
SLOPE 1/4" PER FOOT
(MIN 3" THICK)
T.0. CONCRETE
___5_7 1.42'
m
REINFORCED CONCRETE
S[.AB (SEE STRUCTURAL
DRAWINGS)
DATE ENGR. CITY DATE
SHOULD CONSTRUCTION, OF THE REQUIRED IMPROVEMENTS NOT
0 4
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
3
SfiOWN HERE0 N AND CARRIED FORTH M A DUGENT MANNER,
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. . . ...... ..
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THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
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BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
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SLOPE
— --- ---------
4",
REINFORCEMENT
(SEE STRUCTURAL
DRAWINGS) TYPICAL
3/4" PERF, GRAVEL GUARD
CONT� 8" X 4" ALUM, ROOF
SCUPPER SET IN MAST�C
LOCK FLANGE TO SCUPPER
AND SEAL ALL SIDES (TYP.)
8.0. OVERFLOW SCUPPER
EL 1072.08'
8" RRE RATED
CMU (TYPICAL)
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(TYPICAL)
BOND BEAM FILLED WITH
CONCRETE (SEE STRUCTURAL
C L ke I KRUAL
x DRAWINGS)
ROOM
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REINFORCEMENT
(SEE STRUCTURAL
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ELECTRICAL
ELECTRICAL
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REINFORCEMENT
(SEE STRUCTURAL
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8" FIRE RATED
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cmu (I
ALUMINUM ROOF
SCUPPER ------
/-—FULLY ADHERED
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2" CMU SOAP
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TAPERED INSULATION
(TYPICAL-) EL, 1 07'1,�78'
SLOPE 1 /4" PER, FOOT
(M�N 3" THICK)
2 " CMU -SOAP
B4O, CONCRETE (TYPICAL)
B.O. CONCRETE
EL, 1070�75' EL. 1070�75'
8"BOND BEAM F�LLED 5
WITH CON(""RETE (SEE _REINFORCED CONCRETE SLAB
(SEE Sl"RUCTURAL DRAWINGS)
STRUCTURAL DRAWINGS)
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ALUMINUM CONDUCTOR 8" BOND BEAM FILLED WITH
PAINTED CMU TRUCTURAL
HEAD (COLOR P-,2),------ CONCRETE (SEE S
(COLOR P-1)
DRAWINGS)
ALUMINUM DOWNSPOUT
W/6" X 4" CORRUGATED
RECTANGULAR PROFILE
8" CMU BOND'BEAM (COLOR P' -------- PAINTED CMU
(COLOR P-1)
T.O. DOOR
EE 06_�§775_1 x REINFORCEMENT
(SEE STRUCTURAL
DRAWINGS) TYPICAL
ELECTRICAL
ROOM
DOOR AND FRAME
ASSEMBLY
(COLOR P-4)
8" FIRE RATED
CNI U (TYP)
PAI'9TED CMU
(COLOR
ALUMINUM ELBOW
(TYPICAL.) X --------CONCRETE SLAB (SEE
STRUCTURAL DRAWINGS)
_YPICAL
FiN. FLOOR FIN. FLOOR
. ..... . -"- CAP FLASHING & CLOSURE
LOCK 'FLANGE 1-0 SCUPPER FLANGE W/CONT. SEALANT
AND SEAL ALL SIDES (TYP.) AROUND PERIMETER
" I C T. 8" W X 4" H ALUM. ROOF
ON 3/4" PERF, GRAVEL GUARD
SCUPPER SET IN MASTIC—,
--FULLY ADHE7RED EPDM MEMBRANE
RECOVERY BOARD
SLOPE ,--TAPERED INSULATION SLOPE 1/4"
_,�_B.0. SCUPPER ER F0oT (MIN 3" THICK)
p
EL- 10'71.78'
1 .0. CONCRETE
1.42
EL. 107
BEAD REINFORCING—/ 1�
LOCK SCUPPER WITH 4
CONDUCTOR HEAD
AND SEAL ALL. SIDES I 4�, 4
14"W X 8"D X '12"H
ALUM. CONDUCTOR j- ----,----REIN FORCED CONCRETE SLAB
HEAD WiTH MASONRY (SEE STRUCTURAL DRAWINGS)
FASTENERS ------ B" BOND BEAM FILLED WITH
ALUMINUM STRAINER—--/ CONCRETE (SEE STRUCTURAL
DRAWINGS)
8" RRE RATED CMU
1" ALUM. SUPPORT
STRAP AS REQUIRED ELECTRICAL
ve
ROOM
(MIN 4 PER LENGTH)
TYPICAL-— [A =--- 1 0=0
REIN FORCEM ENT
ALUMINUM DOWNSPOUT
(SEE STRUCTURAL
W/6" X 4" CORRUGATED"",/ DRAWINGS) TYPICAL -
RECTANGULAR PRORLE-
CAP -FLA,S>fd1NG & CLOSURE
FLANGE W/CONT. SEALANT
AROUND PER1MFTER-------
FULLY ADHERED
EPDM MEMBRANE -------
1/2" RECOVERY
BOARD
TAPERED INSULAT]ON
SLOPE 1/4" PER FOOT
(MIN 3" THICK)
T.0. CONCRETE
___5_7 1.42'
m
REINFORCED CONCRETE
S[.AB (SEE STRUCTURAL
DRAWINGS)
DATE ENGR. CITY DATE
SHOULD CONSTRUCTION, OF THE REQUIRED IMPROVEMENTS NOT
0 4
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
3
SfiOWN HERE0 N AND CARRIED FORTH M A DUGENT MANNER,
0111
OvP`
FIE
. . . ...... ..
01
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
DA1
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
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SLOPE
— --- ---------
4",
REINFORCEMENT
(SEE STRUCTURAL
DRAWINGS) TYPICAL
3/4" PERF, GRAVEL GUARD
CONT� 8" X 4" ALUM, ROOF
SCUPPER SET IN MAST�C
LOCK FLANGE TO SCUPPER
AND SEAL ALL SIDES (TYP.)
8.0. OVERFLOW SCUPPER
EL 1072.08'
8" RRE RATED
CMU (TYPICAL)
2" CMU SOAP
(TYPICAL)
BOND BEAM FILLED WITH
CONCRETE (SEE STRUCTURAL
C L ke I KRUAL
x DRAWINGS)
ROOM
E