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S "X7 "STEEL FRAME, FASTFNF.D NIT" CONCF.ALFD FASTENERS.
WILL BE RECORDED, AND
INSULATION.
- ACCEPTANCE AS AS -BUILT DRAWINGS. _
Z
-
PATIO CONIC. SLAB ON GRADE WITH 1/2" TOTAL SLOPE SEE STRUC.
67
SOLID CORE. WOOD DOOR,
S
m
m
=
Z
MAIL BOXES -2 ROWS TALL N /15 IN EACH BY RUTH,
68
1/4" WOOD SHIM TYPICAL.
--
MAILBOXES MODEL 465 OR EQUAL.
Gq
...
W
ELEVATOR TO BE A DOVER FLEETWOOD 21 H WITH SPECIAL PROVISIONS
70
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4" STEEL STUD WALL WITH STUDS SPACED 16" D.C., 16 GA STUDS
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71
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AS REQUIRED
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2X6 PRESSURE TREATED WOOD FRAME, AS SHOWN, FASTENED
=
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7}
OVERHEAD DOOR HARDWARE, FASTORY FURNISHED WITH DOOR, INSTALL AS
TO ROOF SCUTTLE - LADDER TO BE BY ALAN OR EQUAL WITH
53-1/8 "X50-5/8"
PER MFRS. RECOMMENDATIONS.
u
LADDER
RUNGS SPACED AT 17" O.C. AND 18 WIDE, 5TH FLOOR.
74
u
I1
3' -6" HIGH ALUMINUM HANDRAIL WITH BOTTOM RUNG 2" ABOVE WALK-
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PE MKO THRESHOLD, STEP DOWN TYPE, BRASS KITH APPLYED STOP
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14
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CAST IONCRETE RAILING, AS SELECTED BY OWNER.
- 17,
1 -1/2" DIA. WOOD ROD W /1' -6" WIDE SHELF. ROO MTO. 51 A.F.F.
( 7
FINISH f.RADE WOOD FASCIA PAINTED. COLOR AS SELECTED.
I8)
ACCESS PANEL AS REQUIRED TO ACCESS TUB PLUMBING.
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-
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•
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tr
DUMPSTER, 7' %S'XS'H.
82 PAINTED METAL OH. DOOR, FACE PATTERN AS SELECTED.
- - 2 ALUM. FRAMED SHOWER DOOR, GLAZING AS SELECTED.
DOOR SCHEDULE
MARK SIZE °- - MATERIAL TYPE'
HARDWARE' - -
-'
O -
ALUMINU M HANDRAIL I MOUNTED 7' -R" ABOVE STAIR NOSING., -
SYSTEM 1- 1 /7 "OSCH- lOALUMINUM
fi
DOUBLE 4" STEEL STUD AT•IAMRS. -
'
RAILWA Y TOflE CONNE'CTORAIL
_(�
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fi5 '.SLIDING.
GLASS DOOR, SEE SCHEDULE WITH 1/4" TEMPERED
O
STAIRS W /10" TREADS AND 7 -3/8^ RISERS SEE STRUCTURAL
CONE. S -
t'LAZ
HARCAR OR EQUAL,
\J .SHEETS.
�? -,. -:
X64
D
LEVELINf. GROUT AND SEALANDT.
y
4" STEEL STUD WALL WITH STUDS SPACED 16 ",O.C. 16 GA. STUDS
AND STUCCO OVER LATH OVER
DSI
WOOD DOOR WITH FULL TEMPERED GLAZING..
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BY., INRYCO /MILCOR OR EQUAL ,WIRE _ ..
NOT SPECIFICALLY MENTIONED,
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_ -
1 /2 "DENNYBOARO, 1/2 DRYWALL ON INTER IOR WITH 4 BATT
66
O
S "X7 "STEEL FRAME, FASTFNF.D NIT" CONCF.ALFD FASTENERS.
WILL BE RECORDED, AND
INSULATION.
- ACCEPTANCE AS AS -BUILT DRAWINGS. _
Z
-
PATIO CONIC. SLAB ON GRADE WITH 1/2" TOTAL SLOPE SEE STRUC.
67
SOLID CORE. WOOD DOOR,
S
m
J
/�
- - (6 )
i
MAIL BOXES -2 ROWS TALL N /15 IN EACH BY RUTH,
68
1/4" WOOD SHIM TYPICAL.
--
MAILBOXES MODEL 465 OR EQUAL.
Gq
HOLLOW CORE WOOD DOOR,
' 7O-
ELEVATOR TO BE A DOVER FLEETWOOD 21 H WITH SPECIAL PROVISIONS
70
1 K CLEAR FUR FRAME.
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FOR THE HANDICAPPED, OREOUAL.
Q-
_
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4" STEEL STUD WALL WITH STUDS SPACED 16" D.C., 16 GA STUDS
ON WIRE
71
2 -1 /2 "W WOOD TRIM. -
AS REQUIRED
BY 1NRYC0 /MI LCOR OR.EOUAL AND STUCCO LATH OVER 1/2"
- NO INSULATION.
77
2X6 PRESSURE TREATED WOOD FRAME, AS SHOWN, FASTENED
DENNYBOARD AND 1/2" DRYWALL ON INTERIOR
WITH MASONRY ANCHORS.
OCORRIDOR
SLAB ON GRADE WITH _1/2" TOTAL SLOPE. SEE STRUC.
7}
OVERHEAD DOOR HARDWARE, FASTORY FURNISHED WITH DOOR, INSTALL AS
TO ROOF SCUTTLE - LADDER TO BE BY ALAN OR EQUAL WITH
53-1/8 "X50-5/8"
PER MFRS. RECOMMENDATIONS.
10
LADDER
RUNGS SPACED AT 17" O.C. AND 18 WIDE, 5TH FLOOR.
74
SLOPE. COWL. SLAP AS SHOWN.-
I1
3' -6" HIGH ALUMINUM HANDRAIL WITH BOTTOM RUNG 2" ABOVE WALK-
fi" O.C..RAILWAYS BE INSTALLED TO
1i
PE MKO THRESHOLD, STEP DOWN TYPE, BRASS KITH APPLYED STOP
O
J '.
WAY SLAB AND PICKETS AT
PER TDP
PER FOOT
O
FASTENED WITH MASONRY ANCHORS, 3 MIN.
p
LINEAR AT
RESIST HORIZONTAL FORCE OF 50 CBS. LINEAR
.O.I
N
W V
i
-
RAIL. -
(7fi
PF.MKQ THRESHOLD, SADDLE TYPE, BRASS AND FASTENED WITH HAQSNRT
U
TRASH CHUTE TO BE 30" DIA, CHUTE WITH A 1 MR. B -LABLE DOOR
H
ANCHORS, 3 MIN.
OWNER.
N S m W
W V r• N
AT EACH FLOOR. BY CUTTER - FEDERAL OR EQUAL.
17
WROUGHT IRON FENCE WITH FASTENF.RS,AS SELECTED BY
1}
BALCONY SLAB WITH 1/2" TOTAL SLOPE, SEE STRUCTURAL.
!,
16 X16 BLOCK POST, HEIGHT AS SHOWN, WITH STUCCO FINISH, AND
CORRIDOR BALCONY SLAB WITH 1/2" TOTAL SLOPE, SEE STRUCi•
'
HAVING. A LIGHT AT TOP.
14
E.
(7�
WROUGHT IRON GATE WITH CANE BOLT AND LOCr, AS SELECTED By OWNER.
15
STUCCO ON 8" CONC. BLOCK W /INTRIGAL COLOR AS SELECTED AND 8
HAND.
O 2
0 0 L
y.
BONDING AGENT A/*LIED"BEFORE
BOI
S HEAVY DUTY HINGES SOLED TO EACH.
(16
1/2" DRYWALL OVER MET. CY.ANNEI, FURRING STRIPS AT 16" ON CENTER.
;BI)
CAST IONCRETE RAILING, AS SELECTED BY OWNER.
- 17,
1 -1/2" DIA. WOOD ROD W /1' -6" WIDE SHELF. ROO MTO. 51 A.F.F.
( 7
FINISH f.RADE WOOD FASCIA PAINTED. COLOR AS SELECTED.
I8)
ACCESS PANEL AS REQUIRED TO ACCESS TUB PLUMBING.
"'
0
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3 -1/2" STEEL STUD WALL W /STUDS 24" O.C. 20 GA. STUDS BY INRYCO/
SIDES. USE 1 -1/2" ACOUSTIC
•
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MILCOR OR EOUAL AND 1/2" DRYWALL BOTH
M
INSULATION AROUND BEDROOMS ONLY.
0'
20
WALK IN CLOSET ROD AND SHELVES SIMILAR TA 117-
0
tr
DUMPSTER, 7' %S'XS'H.
82 PAINTED METAL OH. DOOR, FACE PATTERN AS SELECTED.
- - 2 ALUM. FRAMED SHOWER DOOR, GLAZING AS SELECTED.
DOOR SCHEDULE
MARK SIZE °- - MATERIAL TYPE'
HARDWARE' - -
L.
REMARKS
PARK
'SIZE �
FRAME
' FINISHES W /OWNER
B CONTRACTOR SHALL VERIFY ALL COLORS AND
OR INSTALLING
.,• .; ,
APPROVAL PRIOR TO ORDERING
AND RECEIVE A ,.
p
MATERIALS IN PROJECT.
>
C ALL EXTERIOR AND INTERIOR WOODWORK EXPOSED TO VIEW IN THE.
EXPOSED WOOD, PLYWOOD,
O Of
t'LAZ
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BY THEARCMITANTD-
HARD PLASTICS AND WOOD
PUBLISHED
,
ARDS GRADES AND SPECIFICATIONS
0
J
D ALL WORK IS BY CONTRACTOR UNLESS OTHERWISE NOTED.
E CONTRACTOR SHALL FURNISH ALL REASONABLY REASONABLY INCIDENTAL ITEMS
-
NOT SPECIFICALLY MENTIONED,
(L
F CONTRACTOR SHALL KEEP ON SITE AND MAINTAIN A SET OF BLUE-
FROM AS-SHOWN CONSTRUCTION
O
PRINTS ON WHICH ALL DIVIATIONS
PRESENT THIS SET TO OWNER AT PROJECT
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14! MFGR. MARBLE SILL, AS- SHOWN,
75 2'x6' LUMINOUS PANEL CEILING W /LTS. SEE ELECTRICAL.
26) FURRED CEILING. DROPPED TO 1'-0" A.F.F.
X77' CABINETS WITH 3/37" THICK LAMINATED PLASTIC OVER ALL EXPOSED ,
- SURFACES.
21. 6" RACKSPLASH OF 3/4" PLYWOOD WITH 1/16" LAMINATED PLASTIC
OVER.
RAP AREA 314" PLYWOOD WITH 1 -1/7" FACE AND I /1fi" LAMINATED
PLASTIC OVER. t
PTO KITCHEN SINK, SEE PLUMBING.. \'
(31) COUNTER TOP OF 3/4" PLYWOOD WITH 1/16" LAMINATED PLASTIC
�-- OVER.
CABINFT DRAWERS WITH 3/4" PARTICAL BOARD FACTS COVERED WITH
3 7�
I AMINATFD PLASTIC. IISF KNAPF C VOf.T 17511 DRAWER SLIDES.
�3 b> RANGE, SEE ELECTRICAL SHEETS.
(3 41 DISH WASHER, SEE ELECTRICAL SHEETS.
!35) TOE SPACE. .,
13-130;) REFRIGERATOR, SEE ELECTRICAL SHEETS.
37I WOOD LOUVERED at -FOLD DOOR, NORD -OR EOUAL.
(3 91 WASHER AND DRYER, SEE ELECTRICAL.
\1
.-� 1/411 r.L ASS. MIRROR X 3' -0" TALL X WIDTH OF CABINET.
\41 16 "WX74"X3 "D MEDICINE CABINET WITH LOUVERED WOOD DOOR-
_ 41 LAVATORY, SEE PLUMBING SHEETS.
/47 FIBERGLASS SHINGLES ON 15" FELT OVER 5/8" PLYWOOD SHEATHING,
OWENS CORNING FIRE KING. OR EOUAL.
j43 1 /7" DRYWALL OVER 1X2 P.T. WOOD FURRING WITH 3/4" FIBERGLASS '
BATT INSULATION BETWEEN COVER INS. W /VISOUEEN VAPOR BARRIER.
44 8 11X16" COLUMN SEE STRUCTURAL. .
45 FIXTURES, AND EOUIPMENT -.SEE SCHEDULES ME SECTION.
46 WOOD BEAMS OVER .AS DECOR, GALV. CHAIN LINK FENCING BELOW AS
�/. REQUIRED..
X47 4" THICK CONCRETE WALKS AS SHOWN.
.. tyg PROVIDE PRECAST SILL IN MASONRY AND MATCH APPEARANCE WITH -
( v .STUCCO ON STUD WALLS.
44 ALUMINUM WINDOWS, SEE SCHEDULE.
v VINDOW SCHEDULE
�.. -.
REQUIREMENTS FOR USING OR PROlIDING,
COMPLY AS REQUIRED AS PART
E\.
PARK
'SIZE �
FRAME
' FINISHES W /OWNER
B CONTRACTOR SHALL VERIFY ALL COLORS AND
OR INSTALLING
.,• .; ,
APPROVAL PRIOR TO ORDERING
AND RECEIVE A ,.
p
MATERIALS IN PROJECT.
>
C ALL EXTERIOR AND INTERIOR WOODWORK EXPOSED TO VIEW IN THE.
EXPOSED WOOD, PLYWOOD,
O Of
t'LAZ
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BY THEARCMITANTD-
HARD PLASTICS AND WOOD
PUBLISHED
,
ARDS GRADES AND SPECIFICATIONS
0
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D ALL WORK IS BY CONTRACTOR UNLESS OTHERWISE NOTED.
E CONTRACTOR SHALL FURNISH ALL REASONABLY REASONABLY INCIDENTAL ITEMS
-
NOT SPECIFICALLY MENTIONED,
(L
F CONTRACTOR SHALL KEEP ON SITE AND MAINTAIN A SET OF BLUE-
FROM AS-SHOWN CONSTRUCTION
O
PRINTS ON WHICH ALL DIVIATIONS
PRESENT THIS SET TO OWNER AT PROJECT
U
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WILL BE RECORDED, AND
Lj
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1`501 PROVIDE A STUCCO CORNER. BEAD AT ALL, MASONRY, STUD CORNERS.
S1 SEALANT. ON ALL EXTERIOR JOINTS... CAULKING ON ALL INTERIOR
JOINTS. COLOR TO MATCH LOCATION.
�Spt S11X2 ". STEEL JAMB WITH GROUT FILL 3 "T" ANCHORS EACH JAMB. -
`� ALL DOORS IN UTILITY CORE AND STAIR TONERS ALLIED,STEEL
OR EQUAL. _
8 ASS PRE -CAST CONCRETE HEADER ACROSS -. ,
5� CORNER BEAD AND SPACKLING..
j 55 DOUBLE STUD HEADER ACROSS, OVER 3' IN WIDTH.
156 3 -1/2" STECL STUD.
1/2" DRYWALL r
3 58 3/4" STUCCO ON WIRE LATH. -
'+ _ /59 1/2 "THICK DENNY INSULATION BOARD.
{
s
GENERAL NOTES
A CONTRACTOR SMALL VERIFY THE PJSSISLE EXISTANCE OF CODE
SPECIAL MATERIAL$
REQUIREMENTS FOR USING OR PROlIDING,
COMPLY AS REQUIRED AS PART
N
AND/OR DEVICES NOT SHOWN, AND
OF HIS WORK.
' FINISHES W /OWNER
B CONTRACTOR SHALL VERIFY ALL COLORS AND
OR INSTALLING
.,• .; ,
APPROVAL PRIOR TO ORDERING
AND RECEIVE A ,.
p
MATERIALS IN PROJECT.
>
C ALL EXTERIOR AND INTERIOR WOODWORK EXPOSED TO VIEW IN THE.
EXPOSED WOOD, PLYWOOD,
O Of
FINISHED BUILDING, INCLUDING ALL
DOORS, SHALL CONFORM
O
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BY THEARCMITANTD-
HARD PLASTICS AND WOOD
PUBLISHED
,
ARDS GRADES AND SPECIFICATIONS
WOOD INSTITUTE, LATEST AEDITION..
Z
D ALL WORK IS BY CONTRACTOR UNLESS OTHERWISE NOTED.
Z
E CONTRACTOR SHALL FURNISH ALL REASONABLY REASONABLY INCIDENTAL ITEMS
-
NOT SPECIFICALLY MENTIONED,
(L
F CONTRACTOR SHALL KEEP ON SITE AND MAINTAIN A SET OF BLUE-
FROM AS-SHOWN CONSTRUCTION
O
PRINTS ON WHICH ALL DIVIATIONS
PRESENT THIS SET TO OWNER AT PROJECT
U
a
WILL BE RECORDED, AND
Lj
- ACCEPTANCE AS AS -BUILT DRAWINGS. _
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0
HARDWARE NOTES
A ALL LOCKSETS SHALL BE RUSHWiN SERIES
3000 "BEACON DESIGN" US- 4FINISM TYPE AS
NOTED.
A) KEYTYPE
B) THUMBLATCH
C) LATCH BOLT BY KNOB "
B EACH UNIT WILL BE KEYED DIFFERENTLi, W11M
A MASTER KEY TO FIT ALL LOCKS, FOR EACH
UNIT OF THE PROJECT.
C
STD WEIGHT STEEL W /STDH E
BRASS FINISH, 311"BY311".
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DOOR IVES 1060EF510(DULLT BRAS S FI HALL BE
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G PROVIDE EDGE STRIPS AS REQUIRED BE CHANGES
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AT THE DISCRETION OF THE OWNER.
FINISHES NOTES
A PAINT SHALL BE AS BY BEN•IAMINF MOORE CO-
B ALL PAINTED SURFACES TO RECEIVE PRIME COAT
AND ONE OR MORE FINISH COATS TO INSURE
COMPIETE COVERAGE AND HIDE,.
C ALI. SURFACES SHALL. BEFORE APPLICATION OF
PAINT, BE SANDED, CLEANED, AND /OR OTHEPWISE
PREPARED TO REMOVE ALI DIRT, GRFASE, OIL
OR SCALE, AND SURFACE LEFT CIEAN, SMOOTH,
DRY ANO IN PROPER CONDITION TO INSURE
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PRIMING.
O ALI EXTERIOR WOODWORK 15 TO BE FINISHED
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SPECIFICATIONS.
E ALL INTERIOR WALLS TO RE PAINTED WITH
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G ALL EXTERIOR METAL SURFACES TO RECEIVE
ONE COAT OF MOORE CLAD PRIMER AS PRIME
COAT AND FINISH COATS OF MOORE OIL BASE
HOUSE PAINT.
H AIL INTERIOR WOODWORK TO BE STAINED, SHALL
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SHOWER USE VALVE ASSY.:' "MOEN'- 12225,SINGLE
SAMU- EF17Ar,64I06Sn
ENO UNITS
a
_
3.TOM' .
'
i, J`
WATER 'CLOSET '}`
:3/8"
ICE MAKER �r'
-1/411
'
•.'
••
MOEN
KNOB MIXER .:.
:•,
v
•pF
+
'
- .
HOT WAT°_R`.TANK .
3/4..
2
"_
TOILFET ,:
j
MERICAN -
STANDARD '
-
CHURCH '°
TOILET „.• 2109.056 WATERSAVER;.ELONGATED
CADET :TOILET:- "CONVENTIONAL FLUSH WITH ;:'
CHURCH -5350.063 SEAT.
. - -.' '' `...•
WASHING MACHINE _
1 /V
LAVATORIES:
1/2"
.BATH TUB';
1/2”
'
LAVATORY.
- "'
LAVATORY "TOP,MANUFACTURED.MARBEL WITH'•
.,"
AND FAUCET
AS SELECTED"
FAUCET' ".ASSY.`MOEN 44625. SINGLE KNOB
,'..
SHOWER c `; - ',': ,:
I /2"
'
. .
ASSSMBLY .'
.-
MIXER Ai1D REIIUIRED DRAIN ASSY.
'.DISH WASHER `• -
-1/2"
'
KITCHEN'SINK '.,1/2"
;
`.
KITCHEN
SINK AND
FAICAN
SINK, 46080 = -33 "X22" " STAINLESS . "STEEL,
STANDARD SELF :'RIMMING 2'COMPARTMENT,
HOSC 8180`'.
1/2"
A/C SCHEDULE
AIR CONDITIONER UNIT
APT; UNIT
:A- WEATMERKING' 2 IL
2- BEDROOM
". -AMU - EF31AEA405620 :
INTERIOR
.'5. KK HT).,1010 D.F.M. -
UNITS
2 TOPS
COND- CF.724-IG .'.
MN,SEER 1.5
S- WEATHERKING -"
2- BEDROOM
AMU '- 'EFSIAEAW1125. '.
END. UNITS
'.: 7," KM,'' 1200- C. F.M.
n 'G
2 -I /2 -TON
CONO -CF 710- IG.F :"''
MVI,SEER 1.5'''
.C- WEATHERKINO ''
3- 1EDROOM`
SAMU- EF17Ar,64I06Sn
ENO UNITS
5'10 KW. NT, ItrOn C.F.K.
3.TOM' .
: CnNO -Cr 736 -10
KIN SEER I.S
i, WATER HEATER DETAIL' EQUIPMENT VENT DETAIL p
�l 3 VTR
.
_ 1 TS N
• N TS
62 p
r
\ 2 °VTR tIM
C5
: t:
1 '•
... _ ... .q , ,. ,. ,. ,. ... n.. ., ,._. ... ', n a .w.4 ti C , i 1. 1. %h.+ !1 .L.Y$r [-, 1.0 _ 1S Sa Nr•45Y y:h-•^'1Y' MM C y (s 1 ta]1.t..m:Z ..
:�F...,. :.
` J': :U
�t
�"
I
•, 2 -: Yi. -. t:: .:. - - � '. :
.,-*�i �h� -r '¢ 'S-
��
i;a.••.5':.A,
r.... r
1 e: "i
i ._ . ..., � •IL ,. ai. <� .n.164iV3OSS1nih °' Fr G.�LS
q � < C- v`llj�- _- .-T
ar
u•rWl
WATT
DESCRIPTION
•;�,K•.i.rJ.:f.
2
60
I
?Ono
A/C -MEAT '
2
2
2 A
T 2B2
D 1 20/240V, U, iW M. CKT. BAR.
126/2 5o -s10, 4 ELECTRICAL PANEL FLUSH MOUNTED
CKT
POI.
AMR
M9R.
MATT
- DESCRIPTION
CKT
POL.
AMP.
WIR.
WATT
DESCRIPTION
I
2
60
I
?Ono
A/C -MEAT '
2
2
SO
8
4400
CONDENSER
3
FIXTURES AS SELECTED hT OWIiR
'"
=
- -
- - ---
•
SURFACE
WA6L
-
'
PROGRESS TC -5-`31
7 -4nr
SURFACE
WALL
°
PROGRESS TC -5653
60
6
9500
RANGE'
3
2
30
10
$000
WATER HEATER
7
-
--
--
-- --
--- --
°
-
--
-'
- --
-----
9
Y
50
10'
1lSo -
DRYER
10
1
20
12
769
GARBAGE DISPOSAL
12
Into "
•
'll
13
DRIER
KENMORE
12
1"
20
12'
1060
DISH WASMER
13
1-'
20
12'
460
REFRIGERATOR
14
1
10
17
1170
WASHER '
I°
I-
71
1:
750
LIGHTS
16
1
20
1:
750
LIGHTS
17
1
2R
I2
1010
RECEPT.
le
INO
0
2
RO
A CEPT. '
19
1
20
12
logo
RECEPT.
20'
1'
20
12
400
APPLIANCE RECCPi.
21
1
to
12
40n
APPL UAW -E ACCEPT.
22
Yin
APPLI ANCC RECEVT.
24
a
23
24
im
2°
23
26
—
--
27
ZT
20
s5
8
29
30
Q ELECTRICAL FIXTURE SCHEDULE
MARK
DESCRIPTION
LAMPS
w1UMTINf..
1
RUSH.MMPTON ICA -90 FAN
120W
CEILING
7
7- METALUR ISM 140- LRS -ACLI
1 -4nr
CEILING
7
:MORE DETECTOR AS REQUIRED BY CODE
--
--
4 `
L -LITI- IML -4. r /IKT PSSA R.MEAOS
.1 -2SW
WALL
S
PROGRESS P- 5791 -60
t -IOOr
CEILING
5°
FIXTURES AS SELECTED hT OWIiR
'"
f
7
,PROGRESS P -5117`
1 -loot
SURFACE
WA6L
6.
'
PROGRESS TC -5-`31
7 -4nr
SURFACE
WALL
9.
PROGRESS TC -5653
1 -60r
SURFACE
MALL
10
TC -5453 WITH BRASS POLE FIG.. AND
PROGRESS 1 -S!V POLE. CUT IN 1' LENGTHS
).60„;
POLE
11
iC- 5403 -51 WITH POLE FTC. AND
PROGRESS P- 5303 -SI - e'
1 -leor
POLE
--
1
1
1
70
24
29
7
p`
9
-1r -
:C
APPLIANCE SCHEDULE
MARK
APPLIANCE
ai
I
RANGE
KENMORE )0" CIK. RANGE W /SELF CLEANING
1
9
-1r -
:C
APPLIANCE SCHEDULE
MARK
APPLIANCE
MFG; .0 MDL OESCRIPTION
I
RANGE
KENMORE )0" CIK. RANGE W /SELF CLEANING
1
loa00
.64191 OVEN W /1UIL1 -IN CLOCK [ TIME%. C
l
2
INFINITE MCAT CONTROLS
t'..
4600
CONDENSER '.
In
RANGE
KENMORE 30^ ELEC. RANGE W /PAN 6 LIGHT
2
4
MOOD
Isla COMSINATION.. 2 -5PEE0 NON- 6EIITCO
I
DI S11
KENMORE 24" DISHWASHER UNDER -4 CYCLE
--
WASHER
47014 "
3'
-
--
6
,.MORE 113 HP. r /SOUND DEADENING INSUL-
'. -'
DISPOSAL
16644 AT:ON.
10
5000
:.
MATER hEA1ER
s'
TRASH
KENMORE
(OPTIONAL - NOT.INDICATEO ON PLAN)
1
1
COMPACTOR
.40606
-
--
--
1
1
1
70
24
29
7
p`
REFRIG.
KENMORE
(ICE MAKER OPTIONAL)
•---
1950
-- --..
DRTER
•60731
1
20
17
-�-
149
- -- --
GARBAGE DISPOSAL' -
12
17
WASHER
KENMORE
29° STAIIDARO CAPACITY WASHER
•-'-
- - -_-
124331
1
7
12
Into "
•
'll
13
DRIER
KENMORE
29" STANDARD CAPACI TV DRTER
46n
REFRICERATnR
464331
'1
6
17
1770
WASHER
METERS W/100A METERS W/ 100 METERS vv 5
T 3BR (BKRS BKRS /BKRS
0 170124OV, 10, 4W '. - ELECTRICAL PANEL M. CK2. BKR.
�'
FLUSH MOUNTED
77SA, SO- SPACES
'- DESCRIPTIOII CKT.. POL• AMP• WIR. WATT '. DESCRIPTION..
CKT. POE„ AMR WIR. WATT
I
2
40
1
loa00
A/C -MCAT
2
2
7A
t'..
4600
CONDENSER '.
In
1970
muse PUMP
2
4
7
In
4
-
--
--
----
- ----
3'
-
--
6
----
9500
--- --
RANGE
°
t
70
10
5000
:.
MATER hEA1ER
s'
7
60
°
p
1
1
20
!0
°
-
--
--
1
1
1
70
24
29
7
p`
2,
--
)0
--
10
•---
1950
-- --..
DRTER
10
1
20
17
-�-
149
- -- --
GARBAGE DISPOSAL' -
12
17
lean
770
EM. LIGHTS NORTH
EM. LIGHTS UTILITY
16
Its
•-'-
- - -_-
12
1
70
12
Into "
DISH WASHER
'll
13
-
1
--
70
--
17
46n
REFRICERATnR
14
'1
70
17
1770
WASHER
LIGHTS
IS
1
70
IT
$75
LIGHTS
IB
1
20
17
673'
17
1
20
17
150
LIGHTS
10
1
7A
17
Jaen
RfCPT.
ip
70
17"
INO
PT.
20
1
70
12
1760
RECEPT.
21
.1
1'
70
17
1000
RECEPT,
22
1
20
7
400
APPL ANC R P
23
1
10
17
Yin
APPLI ANCC RECEVT.
24
a
im
23
26
--
ZT
s5
29
225, 100
225 100 METERS W/1125A
BKRS \
225 100
l &1\
•. 225: 100
225 100
342bI-d8
31I b 1-41G THW - IN 1.1/4' C
IN 1.1/2 n C TYPICAL
TYPICAL P—
1HOUSE s
ELECTRICAL PANEL M. CKI. 6RR:
D 110 124OV, 56, 4W SURFACE MnU.TED .
IOOA,. la -SMCES
CKT,
POL.
/r±
WIR.
WATT
ELECTRICAL PANEL M. CKI. 6RR:
D 110 124OV, 56, 4W SURFACE MnU.TED .
IOOA,. la -SMCES
CKT,
POL.
AW
WIR.
WATT
'DESCRIPTION
CKT
POL.
AMP.
WIR.
WATT
DESCRIPTION
1
7
1n
In
1970
muse PUMP
2
4
7
In
17
1 1660 .
AOCKCI PUMP
3
_
._
_.
.__
_.. _.
w
m
(n
Q
0
'5.
7
1
1
7A
70
17
12
/SO
75a
IST FLOOR CIS LIGHTS
)RD FLOOR CIS LIGN15
°
p
1
1
20
!0
12
17
250
750
7N0 rIOTIR CIS LIGHTS
4TH /LOOK C[S LIGNIS
p
11
13
1
1
1
70
24
29
17
17
17
750
700
$40
STN FLOOR CIS LIGHTS
1ST FLR. UTIL ITT LIGHTS
SITE LIGHTS -SOUTH
10
12
11
1
1
70
70
A
17_
12
I 7
370
$40
loo
ISf FLOOR WALL LIGHTS
SITE LIGMIS•MRTH
SITE ICHTS,PfAR
13
17
1'
1
7n
7n
12
17
lean
770
EM. LIGHTS NORTH
EM. LIGHTS UTILITY
16
Its
1
0
in
it
12
0
S%O
M . LIGHTS SOUTH
ROOF UTILITY RECEPT.
19
1
26
12
Ilan
TEL. TV RECEIPT.
20
1
70
17
1260
1ST PLR UTILITY RECEPT.
21
T
20
10
7000
ELEVATOR
22
i-
°° z
in
a °
23
.a
z4
2°
27
2°
29
a
Q
01 A
TRANS -
1400 AMP BUS
SERVICE' RISER DIAGRAM N.T.
---I 100 ; I
1m
I
�L •
r�QA
LL
APE ELEV. GARAGE HOUSE 3 /4'TYP
5 PUMP PUMP PANEL [ANEL
1 TERM!NAL BOARD
HOUSE i' _ 3' 0'X8 -ORX 3/4'
METER (2- REQUIRED)
DISC 7(IA DISC ION A
O DISC. DISC.' DISC. PANEL
3- 42THV1 3- -'4THW 3 -u2 THW 3`3 S I - "8 IN 1 1/2 C. �
it IN 1 -1/4' C. N.I" C. 'IN 1- 1 /4'C. j i-
16IN 3/4 C. TO 1 -W8 IN I I �_-
3/411 X 101 - On LG. I 1 -1 /Z C• TO I' '
DRIVEN GROUND ROD 3/4 X 10'-0 LG
DRIVEN GND
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1/2'
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11
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0
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3/4
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TRANS -
1400 AMP BUS
SERVICE' RISER DIAGRAM N.T.
---I 100 ; I
1m
I
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LL
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5 PUMP PUMP PANEL [ANEL
1 TERM!NAL BOARD
HOUSE i' _ 3' 0'X8 -ORX 3/4'
METER (2- REQUIRED)
DISC 7(IA DISC ION A
O DISC. DISC.' DISC. PANEL
3- 42THV1 3- -'4THW 3 -u2 THW 3`3 S I - "8 IN 1 1/2 C. �
it IN 1 -1/4' C. N.I" C. 'IN 1- 1 /4'C. j i-
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LL
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DISC 7(IA DISC ION A
O DISC. DISC.' DISC. PANEL
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-NOTES
0 H.VA.0
V.,
G �OTES i". J..;
J, t
AND REG- c EDITIONS OF THE RULES AND REG NG,. AND THE
c A N D 5 T A T E
PLUMBIN I �" mj: ,
I` 'A ALL H.V.A.C. WORK.SHALL CONFORM STRICTLYJO THE. LATEST
A ALL SMALL ?CONFORM TO THE: RULES ULAtIONS �GOVERNI
AS OF , N
E IN ARE DNS OF,-.THE,STATE FIREIMARSHALLS.,-RULE
EVER PIPES.AR SA
U L A T I
10
RUCT PlUMBING WORK
NITARY!'DEPARTMENT,
AILING
19: BUILDING LIGHTS,,WHERE�SHOWN� +61-0" ABOVE�FINISHED FLOOR HS TALL NAI Li� GUARDS WNE9, S'AND,PEGULATIONS AND'LOCAL ORDINkNCES
APPLY
FIRE MARSHALLS'RULES AND:REGULATIONS �THAT ;APPLY
THAT
DE CK
SEE Ft XTU RE SCHEDULE, ME m
t
Eo HUT OFF VALVES
.1 ' H V A C SYSTEM SHALL BE,COM
MENT-SHALL HAV LICH A;
AND-THERE S
�ACCESSABLE., TO ADEQUATELY HEAT., AND.AIR.CONDITI
I , j . . . , � � 0 P
I / I I � - i I .: , I I . , _ . I "Y
'(B56 "'SECORELY�FASYEN ALL TOILET FLANGES TO
S
AND EOUIP PLETE.AND 0 ERATE I
�ERci�CY:Lt'dHTS',POWERED'SY,BATTERY,PACKS,�.WHERE SHOI ALL FIXIORES HALL BE 'I 1 .1,
D2� WN 4LL-'VALVi'iIIiO' REREADILY.' AT.(JR'NEAR.. ON,TMEmBUILD-
CIXTURE OR EnUIPMENT
a 57 , I . ! , j . j j . , I I
+ 7 6" 0 R OVER HEAD. V, F ' V A L VE I OC A T E D �'l N A MAkNOR A S ,T 0, CO N
& A -S HUT Oy SUCH
I ING: ACCORDING TO. ACCEPTED, STANDARDS.
ENTRY OFF WATERISERVICE AT.ENTRY,'TO ALL
RV IC E VENIE NT Ly I'S H Ut
-UNIT?,SE
59 GATE,VA I -, I , I I
LVE AT EACH I
E SUPPLY'L
UNI TS; smuT OFF
TO; A NY 0 T H ER F I X
MAI N 9 ANC
FOR BATT RY PACK,RECHARGE CONTRACTOR.SHALL
3� ELECTRICAL CIRCUIT IS NOT TOANTERFERE WITH WATER
TEST AND 13ALANCE ALL SYSTEMS.
c
OR' TORE OR ON; T'
Ii H TO'ALCFLOORS'ONjHRU.FO
n4 WATER PI PING S UPPOCt TED BY STRUCTVR E, AS -SHOW N
At R CON61 T I ON I NG CO NTR ACT OR SHA LL C 0 ORD 1
NATE HIS WOR�K
D
R� C T OR S AD ES
Ft HALL Coo RDIP�TE HIS WORK WITH
60 �iMAIN-BRACHTO ;r
0 FI XTURE
WH ERE SH WN A MO U 4 C
FTH FLOOR'ALONE.' PLUMBING CONT WITH THE WORK OF ALL OTHER TR
OVilt HE D TEDI�SEE
LIGHTS, j THE WORK OF,.ALL OTHER TRADES.'
N
61 FLUSI ALL DUCT WORK SMA
WFLOOR 0 , RAINS; SIZE.,? MOWN..
ICHEDULE ME710'. 40TED, AS S w - SCHED. FITTINGS. E LL CONFORM TO'THE LATEST, EDITIO
P I PE A No
40
D 1 PIN G S H A LL BE AS MR AC STANDAR D� FOR L OW9 PRES
S U R E DUCT ORK.
ALL W AST E
m NGS, .- " �' , _h I'%, 1 -.1., �
6 ELiC'TRII�i L� SE'RViCE EOUIPMENT,:, WHERE SHOWN, -SEE DIAGRAM E-130 SEE A
A . .1 "'1 1 - I I . 1, 1; F PENETRATIO�IS FLASH � I 1 1, j , j . � : CHECK
62 FO R DETAILS OF ROO NOCE TYPE. P R OV ICEi E,
-LAqGE�SCALE PLAN E ARE KEYED, HA ALL DUCT WORK SHALL SUSPENDED ACCORDING TQ GOOD PRACT(C
AND F
ALL HOSE:BIBBS
S. E R 1 0 It .
E PRESSURE RELIEF LINEp AS SHOWN,. TO EXT B!BBS' K SHALL BE.INSULATED�, I" MINIMUM.
H 0 SE
WA LVE AT A LL ALL DO CT WO R
SC ALE Pt. AN S 63
E LARGE - , . , i : - 1 4
M.-SURFACE ELECTR I CAL,',WHERE, SHOWN, SE pt . %jI. 1,
14 0. 1 1. . I WHERE. W T0,e!E'JOSAM OR EnU'�L. PURGE7ALL LINES , 11
'I';AND SITE' PLAN. WITH, EN- SHALL BE TUTTLE BAILEY OR
SHO N, ALL: CLEANOUTS A1,C GRILLES AND OI.FFUSERS
0 Va AS HOUSE VALVE# G ALC
6 4� 1'-4/4'!� GATE VAL E, W. 1' 0 FINAL CONN EnUAL AND SIZED TOPROVIDE A NOISE LEVEL
ORIOR� ECTIONS BEING, MADE IN NC-25 RANGE.
mE��IONE7TELEVI SION EQUIPMENT CENTER, SEE�LARGF. SCALE PLANS. 1HREADED COVER-'-
CLOSURE HAVING
Tr
SHALL NOT SE�MORE THAN 5 APART IN,4 LINES,. DAMPERS.
SHA LL MA VE VOLUME
r CLEANOUTS -AND DIFFUSERS
�AROU�
APART,FOR L
'ARGER LINES. CLEAN�
605 PEA G4AVEL 4D AS SHOWN- I : ALL-A/C GRILLES
C A
NATE W I TH ',I - I I I : �, � : . 11 . L', I I I I . 1 9 1 ,
A ND�NO T NOR TH N
@9 CLECTRICAL.SERVICE, TRANSFORMCR,, WHERE SH0WN,':COOPD! -4. LOCATION AS NGE OF DIRECTION.
OUTS, 5 -MAX. HEATING MODE TEM OF
FLORIDA POWER AND LIGHT. R, S17E AND' N EACH CHA PERATURE
i TH THREADED COVE j J THERMOSTATS, TO HAVE A.�
q I I ", HALL BE, I STALLED AT
606 FLUSH 9 C LEA N EAR TH E FOOT OF ING
-BE INSTALLED AT OR.
A,�C�� AN UT, 5 HAL L COOLING MODE TEMPERATURE SET T
75 DEGREE AND MINIMUM
COO RD INAYE:�' SHnWN..
!PTI CALS M ERE SNOWN
10 EL I EA:CHIVERTICA- WASTE OR SOIL STAr'C�
EVATOR SHAFT LIGHTS 9AND RECE Of 70 DEGREES.
WITH ELEVATOR CONTRACTOR. . . . . . . -,THjCK CONCRETE SURROUND. BE 8.0
61 2� S x PlPING SHAtl. BE EXTENDED THROUGH
H CLEANOUTS,ON C I K SU"ER*EER MI NINON FOR ALL A/C TO
ONCEALED UNITSr PLAC
NATE -, - , t� 1 9 , - ITH FINISH WALL OR� FLOOR.
ED AS SHOWN.
I ELE�VATOR'HYDRI)LiC EOUIPMENTP',SEC,LARGE SCALE,PLANS, COORDI PING AND SHAPES, AND .TERMINATE. FLUSH1W
r, sajEouLE 40 P.V.C-' PI
A!,L E X
COPPER,
ONT RAC 0 R
IT, N
s PLACE 0 AS S HOW
IALL I T TYPE
69 � S A R E
I N E S T Y P E K H ARD COP PE R .
102 ALL ELECTRICAL" IRING SHALL WIN CONDUIT, AND CONCEALED IN , , t. 1. (B . � I I I I I I � I , . . I I I I
OiVARIOUS R .
FLOORS,- WALLS
CEILINGS,' OR FURRING ADJACENT T R
GATE VALVE' . 0
K Ld Iry
E LEMENT
e
w 0
a It ASS GATE VALVE.
LIGH T S R T09 ROO F AT Z _j B13 COO ROT NATE LOC ATtON OF . t
N WATER PRESSURE lS
L
FLOOR ONLY., E. I72 SS
z
POW IRED
C RGENCY.LIGMTING ON.ROOF,
BR TE,VALVE.
m
PACKS. 10 <
F 0 R P I PI NG 2 0 R LAR GE R, - A T W , I NTER VALS.,
bRASS GATE VALVE.
H V.A C E6 O H H �0
A
N NO BE . CO
ED A
<
16 PIPIN,G;THRU SL�5.1`0 ASOVECEILING, AS:SHOWN, 735 M 0
t
ORM .10 THE . TONS, NT RATTLING.
FIRE WATE R u
17 T -WHERE SHOWN, SEEiLARG 76 1 0
ERN. I I I
H C5
SHEET MF-g..:,. : t � 11 1 1 .
AT �90 PSI#
10 GPM ATI� w
18 SO _S6 SEE. LARGE SCALE PLA*, 7T 7j jACullI,,_314 w uj
B R FACE SEWER. LINES, WHER E SHOWN, I q I I � . =) 9.
EE ME
1 0 SHOW
I LLj R I S E It DIAGRAMS SHEET ME-9. , , , 11 1 -:- , - -
9. , b I , I , I - I W
SERIES M-10 CONTROLLER, SEE ME-9- Ll
ALL MOUNTED, METRON >
P
H WALL,[ I LOOR, SEE �� I I (D
8) 9 : : , I ii F19TURES SHALL' COM11Ly W17H SECTION 901.1 OF <
AND: LARGE' SCALE PLANS RATED AT . �DIAGRAM ME-9, P z
MORSE
30 H FIRE PUMP,
fAIROANKS. LL w
I
MoUil!�4,ALVE E SHOWN, SEE LARGE SCALE PLANS.
L PG L.L
-;SEE ME-9. S
, . I .
-PLANS. (BO I E I S M- 9 300 CON PIPING Ld <
FLUS SHOWN;�SEE LARGE SCALE -1/2" OR LESS. 2.1 RECOMMI
AL
(�2 2� 22 Gi CAL . V. METAL; SCUPPERS AS SHOWN'r. PUMPS SH L ER MFRS G
�Xfi GALV. METAL LEADERS I
T WHEN FIXTURES OTH It
TO GROUND,!FASTENIAS REQUIRED.; AM FROM A WATER CLOSET EACH , 0
ENERS ST R E 4
UALLY VENTED. W m
23 FOR 'PLUMBING Ft XTURE INFOitHATION SEE LARGE SCALE "PL I ANS,,AND,
PUMP CONTROLLERS smifL,BE INSTALLED AS PER,MFR I
SCHEDULE ME-9 802 - -BACK VEN F VENTS IN STACKS W?4CRE REQ. HOWN,. U INSTALL 0 0
z
24 PITC"LPAH,SKA I T ONS �I:L To GO UP WITH
r I . 1 9 9 1 1 �111'FOR E QUI;LED, SEE ME-9. V STANOPIPE SYS -To THE HOSE CABINETS
IS IPMENT SUPPORTS.� 3
A ED VOOO.ZOU -BUILDING FOR USE w 0
i . - ; . . : � 9 Ln
TON9, SEE ItIsElti
O
FIRE WATER.PIPINC, WW-PE-SHO".
(2i)S
Type
0?26� 'Filti �EXTINGUi ' 85 PEDISTAL 'SIAMESE
B ON C1 w HOSE CABINET R
UALLY IN EVENT OF
-TO, 2-wl/2" BRASS
a VALVE FOR F.O� USE-!
3232 SH TAIN BUT Not LtMtTED
'CK WITH 8 6 POST TYPE INDICATO IONAL.
ANGLE VALVE STEEL HOSE I!A 1004 HOSE WITH :
T 0 BE FUNCT
FOR
, ;ZZZLI!,' 9 '101 CAP.� 4A-605:Ct DRY CH!MICAL EXTINGUISHER. JA C UZZ I CIRCULAYING PO4P, Ot"ATED AT 25 G, 9 AT 25 8 S p S I
30 GALLON -rANK, A X
No PRESSURE SENSOR-
WITH IkNDPIPE -TO, BE INSTALLED AC
27 ROOF E A 4" BRASS ANGLE,V1kLVE P RS. STJ
-PROVIDING K&LE CGWECTOR WISRASS CAP, 9, CHAIN;' ;3/4-- BRASS GATE,VALVE.
M
TANDPIPE AS R
OURIED FROM
SIZE-9AS SHOWN,,SUPPORTED AS'.RE 9 L O�& I",, BrASS GATE VALVE.
2 8 �'.V-C -�OlPiNG- 6�E,SEE RISER DIAGRAM ME-ge_
3/4", BRASS FLOW CHECK 'VALVE.
SEE S
CNEDULE: ME-9�
24 �.�LUMBING F -�W A r
TURES
p4ql� 1-1 BRASS FLOW CHECK VALVE.
-M CTOi S HAVING WORK� ON
ALL'CnN R06F'SHALL COORDINATE�WITH,
ROOFER TO: INSURE P!tOPER:SUPP . 9 2� UN16N TYPE.PIPE CONNECTORS;
ELECTRICAL NOTES
'%�ALLOW FOR MEDICINE�CjkBINET,INSTALLATION 43 ALLI M04 WATER KAINS, AND HEATE B
E'PED TO 093 A
COOqDIWATE WITH, CIABINET'INSTALLED.,; , I
94 COLD WATER SUPPLY',TO HEATERS.
OWN, SFE,SHEET A-9. z
B32 CAr I NET WORK WHERF,SH w 0
I I f
f-cm 1 .1, . I I — 1 0 cm
GATIONS OF THE
P
Enul PHENT VENTS,' THiU R03F..,:�,,A,
RISER FOR W.M. >
2
ROOF.
cq
REQUIRED ION
1110,P.V'C. CONDENSATE DRAIN, AS, B
WA
S ;f CHUTE SHALL HAVE '*PRINK . L �ER HEADS TOP, B
ALTERNATE,FLOORS,AS S14OWN. I
TH
W 0
'2f' ;P.V.0 i.S E R, IN WALU'AS
& SHOWN.) <
ATE DP,'
D35 CONDENS fq
1! 1; - LI; . CATEDION, > LL"GROUND FLOORS 1-5, SE C. EQ 0:
UNDER S LAS AS
� NSATE ORAIN;
(�� " I _ . ! , . 1 9 0
19 0
It
I , PIPING AND�CONTROLLERS, SEE ME-
SFLOOR
I I I � I : I . . I 'SHALL WITH
INIASE6
;PIPING'PEk kATING FIRE-RATED WALLS, SHALL BE CONCRETE D ELECTRICAL CONTRACTOR COORDINATE HIS WORK
T1
AS'REOUIRED BY,SBC. 10 WASTEXHUTE SHALL HA D CONTROL VALVE
<
AT15THI FLOOR AS S140WPJ
z 0:
ALL R UG''' LL BE VERIFIE,. NG
w
-'I N CONCRETE SLASS.t:'.: Lu
'HOLES lot ALL EQUIPMEPIT; CONTRACTORS SHAL%, BE RESPONSIBLE FOR COORDINATING
<
F ACTOR S
Z
THEIR WORK;WITH GENERAL,CO.NTRAtTOR.
AIR HANDLI�G UNIT,- INSTALLED AS AND SU <
0 E 0
STRUCTURE, WITH. I �-9- 102 H RIZ..CHUTE SECTION TO DUMPSTER ""'AS FINAL AD
G SHALL PROVIDE
Lj
OR'Fl XTURES AND H 0 40 CONDENSER UNIT,, INSTALLED ON 4"W'. P.T. WOOD �,SLEEPERS, AS
103 MECHANICALLY �ACT,IV I ATED DOOR. w
SHOWN:�SEE SCHEDULE�ME-9- <
>
@0 "i.t.t. ELECTR i CAL,'. PANELS j' BREAKERS, DISCONNECTS, SAFETY:iSWITCHES, L CODES - W
401 .-REFRI ROM ROOF,.SUPPORTED TURE, :DOWN' SHALL BE EQUAL TO 9 �H
I . RVICE EQUIPMENT, 0
INSULATED AS REOUIRED . ", 9 I , .j 0 . to EALED AS SHOWN, :NDED. BE 0
FOR USES SH OWN AND,, IN 9 T . r , I ED AS REQUIRED MAY D OR RECEPTIICAL TYPE.
' I D FIBERGLASS WITH K,11
ISTRUCTED, ON I 'WALL: SWITCHES, DIMMERS; RECEPTICALS, FACE PLATES,
,DUCTS CON 05 ALL 'ELECTRICAL,
AND R.JOINTS-,,��TAPED WITH FOIL7FACED DUCTi TAPE,.'HAVING METAL%' (9 x AND RELATED.OEVjCE$, SHACL BE EQUAL TO LEVITON CO., i W SS TO BE;'i"
'�DiFFUSER CONNECTIONIfiSum PUM ey�STRUCTURE.
y 0
AT SHALL RUN IN,CONDUIT SIZED
SHOWN AND:IN7ENDEO.' BE THW,TYPE,'CONDUCTORS 0 m
BYN.E. C.
110 P V CONDEN , INSULATED,AS REQUIRED, TED AS W
$10 6 ' E
403 2 SHOWN.':, MOUN_ SH I OV I IN, TO BE SEL ECTED BY OWNER. 0
','I N WALL' AS K AL .
SUPPORTED DY�STRUCTURE,. DOWZ. BE,NEW..,
Alto
S,' RECEPTICALS, AND RELATED ITEMS TO BE STAND
O,PROVIDE LL
S I ZED N5, ED. RMITED. 0;
L
44 �ATURAL'ALUM 'DAMPERS.v, m
ALLIHAVING,BALANCE
NC, RATING OF''25;
. 1 .11 . � 1 1, 1 . .91 1. 1 4 I1T CONTINU TION"�'
10 C a:. U)
A
40S ", F TYPE GRILLi;'7 IN, WA .......
0 0
REOURIED. LL
(L
TOP#,, St,Z,E'AS to �POST M06NTED rITEp;LIGHTS,1EEiME
FOR OOR tN-:t 'FEED
ERS Fjok KAIN DISTRIBUTION ED.'
NATURAL ALUMINUM :!10"XII ,SLOPED BLADE lf604ER, 11 pkiEL'
'TOR.
IR&tNATE WITH DOO
STALATION, CDC
I I DISCONNECT, FEEDERS FROM.KAIN DI STRIBUTION PANEL AS REQUI RED.
MAXIMUM,,C OE UTDGORS
RC
n47 U4
S SHOI�
LOCATED WHERE 'SHOWN. , S�,I'REMOTE A t
g48 R"ST'
D H N
N ISIFLOOR.
EMER iGHT LO�AT,10
SUPPORTED FROM'STRUCTU2E.
S I ZE AS'NOTED, 41 Gim.METAL' DUCT 6HON,, �L,70RS 2.TH U 5'.
A RE PLUMBING AND_ �,EMER
'(50 'ATTENTI'06 IS CALLEDrTO THE FACT THAT THERE.
So CTURE,9OR9RE-
IS�EITHER BUILT INTO THE STRUI
E CONTRACTORS
THRU
OUIRING,PROVI$IONS TO PASS
�REQUIREMENT
T CGORDINATer THIS 7
PROVIDING:TH Z.
0
W' AND MASONRY
TH,.,THE CONCRETE z 0
w iL
ACCESS-,
a >
531 PROVIDE FINAL CONN CTION OF .
CRIES.'
UIRED SLOPE.
L Y ALL'PIPE ow -SOLT D EARTH :ALI GNED I TH REQ1
502 NOTES
503 :','TEST ALL.�PIPIP& FOR LEAKS PRIOR, TO COVERING
. r Q I S 'REMOVAL:-: PRIOR
54 PURGE ALL LINES
T:
TO FI XTURE INSTALLATION
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I
,` - • , „ ` STRUCTURAL 'NOTES' ;
STEEL NOTES
� - N NOTES _
CONSTRUCT O OT ACCESSORIES SHALL CON-.
: -
-. DEPARTMENT SHALL BE COPYOF.ALL - A t..,ALL STEEL STUDS, JOIST TRACK, ACC
" P.T. " R N.ANCHORS AND A THE.BUI BUILDING OE ARTMEN '': -FORM Tb TH F A TM A -611 GRADE C WITH A
H D F BOTTOM OF .SHEET S -1 - 65 2'X4.. P.T. WOOD'LEDGER ANCHORED WITH.3 /16. SC E , - PORTS - INDICATING: CONCRETE COMPRESSION :. E REQUIREMENT 0 5
._:.. 1 CONCRETE PILE-CAPS, FOOTING SC E UL. B :.O
...LABORATORY:.TEST.RE
` LEAD MASONRY i ANCHORS."
.' � ;•' .� � - STRENGTH AT SEVEN (7), AND . TWENTY -EIGHT - (2B):pAY.INTERVALS MINIMUM YIELD OF 33,000 P.S.I.
: MOF..SNT.:S -1. -' -' 'GRADE STRUCTURAL CONCRETE. - THESE-
REPORTS SHALL
-:2 THICKENED.SLABEDGE,SEE:FOOTING SCHEDULE BOTTOM ,_ FOR ALL S U
'F N 'PRESSURE TREATED WOOD, CONCEALED ' :' - TESTED �CRIJSHINGLOAD - :.. -,rALL STEEL STUDS JOISTS, .TRACK AND ACCESSORIES SHALL
(_ >. .:, .;:.. 66 �.2 %8 1 ISM • INCLUDE".DATE�TESTED. SIZE OF AREA . -` B
' T. " "- -. - O ANCHORED WITH'3 /8 "0 THREADED FASTENERS_9 J- 38- REDHEAD' MASONRY "'
WALL: :FO FOOTINGS, E. FOOTING, SCHEDULE: BOTTOM S 1 POUNDS, ,CRUSHING :STRENGTH POUNDS PER SQUARE INCH, LOCATION .,;`BE PRIMED WITH RUST INHIBITIVE PAINT MEETING THE
3 0 , E -y ANCHORS `AT °:3' -0 "'ON CENTER .AND ENDS. "` UMW C CONCRETE (P.S.1.), ;PERFORMANCE REQUIREMENTS OF TT- P -636C.
0
. "", a, E5, 5
. ,._,. _ .. - _,,. ,.,. ,- _ " � _. OF � POUR AND TEST L LASS' OF.
.� W.M.F. OVER A.6 MILL.VAPOR: -' -''.WATER ADDED (GALLONS) UALiTY.OF.CONCRETE PER TRUCK y''
4 4., THICK CONC.•SLAB WITH 6X6 10 /10 Q
AN 67 r.. "X8" FINISH`. GRADE_P.T:` MOOD REAMS,.AS SHOWN, .-FASTENED WITH _.
...'O ARRIER'OVER .COMPACTED FILL, OF LOAM AND.DEBRtS D .., 3 (CUBICYARDS),'ADM1 %TURE:CTYPE AND AMOUNT),TRUCKNUMBER,__, C ..`PRIOR TO FABRICATION OF FRAMING, THE CONTRACTOR SHALL
B ,. O
TION A T DRAWINGS THE T
' LLREATED'FOR TERMITES. - - :' = � '� ' BEST APPEARANCE "TYPE:TECO METAL END.CONNECTORS.' -- ..- '- � -
`, 1. .. , :. . " SUPPLIER AND REMARKS.". _ APPROVALCA -
,. � � SUBMIT F AND ERECTION DR NG$TO E ARCHITEC
.,tr, M APPROVED CONNECTORS AND FOR
" ASPHALT, IMPREGNATED EXPANSION JOINT :` 68 GALV. CHAIN LINK WIT A , '.B '.. ONE STRENGTH TEST IS
IN FOR EACH 100 CUBIC .YARDS
5 1/2 EXPANSION JOINT WITH O
...,'O : - SUPPORTS,: AS SHOWN. ...
MATERIAL. -' . "� �_ '� '� - � � �I. - OR FRACTION THEREOF FOR EACH MIX DESIGN OF CONCRETE PLACED p ALL AXIALLY LOADED STUDS SHALL BE INSTALLED
IN A MANNER
,?2i '. -..
;,. -:�> 'IN ANY ONE DAY,. EXCEPT
IN NO CASE SMALL '.A GIVEN MIX 'WHICH WILL INSURE THAT THE ENDS OF THE STUDS ARE POSITIONED
H. "SLOP£�T OTAL - 69 LIGHT WOOD APPE�i,2ANC F,'TRIM,', AS SHOWN, .CONSTRUCTED FROM
' 6 4 THICK CONCRETE MACK -AND PORCH. WITH
1/2 ,_ O I. :DESIGN BE REPRESENTED BY LESS THAN FIVE TEST, AC1 16020. ;:AGAINST THE INSIDE TRACK NEB PRIOR TO STUD AND ?RACK
O•SLAB CONSTRUCTED.SIMiLAR:TO�NOTE.14, APPROVED DRAWINGS. -- -` - -
- A H ENT
... _ -
ATT C M
:. ..._ „ _ ,; .. , , � � !�,. '• - C ALL, TESTS SHALL BE IN.,A000RDANCE WITH ASTM C -31,- MAKING � ,.� ,.:
;. = "_Q.C� VERTICAL... 70 ".PRE -CAST CON[. RAILIN6,:A7TACHED PER MFRS. RECOMMENDATIONS, AND CURING CONCRETE TEST.SPECIMENS IN THE FIELD , ASTM E. -_ ALL LIGHT GUAGE STEEL FRAMING MATERIAL, FABRICATION, AND
77 "8 CON[. MALL M /HORIZ. JOINT. REINFORCING AT 16 O
SHAPES ASSELECTED..i. C -39, COMPRESSIVE STRENGTH OF CYLINDRICAL SPECIMENS,rERECTI04 SHALL CONFORM TO STANDARD BUILDING CODE APPROVAL
AR FROM FOOTING BEAM, ''' AND ASTM C -172, THE - STANDARD METHOD OF SAMPLING FRESH -
f 8 1 CONC.. FILLED "CELLS M/1 14 B "REPORT N0. 7465 -78.
�,/ '.PLACED AS"SMOMN(4' -0" ON CENTERMAXIMUM). 71 ALL .FLASHINGSNOT SPECIFICALLY DETAILED SHALL BE APPROVED CONCRETE, ALL TESTS SHALL': BE SIGNED AND SEALED BY A
., i.•7..BY_IHE�RCNF- 7C- C- T: ---'- ., -
LICENSED REGISTERED ENGINEER,. EMPLOYED BY. THE TESTING p -.WALL STUDS SMALL BE CW 3 -5/8" X 16 GA. AND STUDS GROUPED
WINDOW OPENING CONTRACTOR VER IFY REQUIRED ROUGH OPENING WI TM: FIRM.
' '' 72 :- CLASS- ABUILT -UP ROOF 35.4 PLY TAR AND GRAVEL, OWENS-CORNING .;AS COLUMNS SHALL BFI AS NOTED, AND COLOR CODED.
WINDOW USED.:: O -
SPEC. A4 }2- NGD,.APPLYEDAS'. PER MFRS. RECOMMENDATIONS.. D CONCRETE TO dE 4,000 P.S.I. COMPRESSIVE STRENGTH,(FC) AT
GALL WELDED CONNECT ONS SHALL BE PAINTED WITH SHOPPAINT,
10 1" EXPANSION JOINT W/ASPHALT iNPREGNATED EXPANSION JOINT _ 28 DAYS WITH A MAXIMUM PERMISSABLE WATER CEMENT RATIO OF AFTER ERECTION.
-O MATERIAL.:.. - - " 73 RIGI D. INSULATI OITSAAL�BCOMPAYABLE�RA- TRE�RaOFING SYSTEM,
,atTH THICKNESS REQUIRED TO PROVIDE,. ALL ELEMENTS CONSIDERED, 5 U.S. GALLONS PER.94 POUND BAG OF CEMENT, IN CONFORMANCE }
-`„ � � � AN R -VALUE OF 19.. WITH "SPECIFICATIONS FOR PORTLAND CEMENT (ASTM C -150)
11 V-9" X 21-3" ,CONTINUOUS PILE CAP. •: MAXIMUM AGGREGATE = 3/4".
' 12 4 -17 BARS CONTINUOUS. :, 74 OMENS - CORNING SHAKE SHINGLES,.CLASS -A FIRE KING FIBERGLASS, E CONCRETE PiLES TO BE 50 .TON CAPACITY, ALL PILES, DRIVING,
O - NAIL FASTENED OVER 15" FIBERGLASS FELT. - TESTING, ETC., TO COMPLY WITH SSBC SPECIFICATIONS.
13 17 BARS AT 12" ON CENTER ACROSS. - - -
:. -, : 75 '8 "X16" CONCRETE TIE BEAM. F _ REINFORCING SHALL CONFORM TO ASTM A -615 GRADE 60
14 PILING, SEE STRUCTURAL NOTES. (FS= 24,000 P,S.I., Fy= 60,000 P.S.I.).
76 4 -15 BARS CONTINUOUS.
15 3 -16 BARS CONTINUOUS: - - G CLEAR DISTANCE BETWEEN PARALLEL BARS TO BE NOT LESS THAN
71 13 TIES AT 12" ON CENTER. THE NOMINAL BAR DIAMETER NOR 1 CLEAR DISTANCE BETWEEN
16 16 BARS AT 12" ON CENTER ACROSS. - LAYERS TO BE NOT LESS THAN 1" AND UPPER LAYER TO BE '
78 8 "X17" CONC. TiE BEAM OVER ELEVATOR DOOR M /STANDARD REINFORCING DIRECTLY ABOVE.BARS IN LOWER LAYER.
17 2' -0" X 2' -3" CONTINUOUS PILE CAP. NOTES SI C 52.
M REINFORCEMENT AT SURFACES NOT EXPOSED DIRECTLY TO GROUND
•' 18 3 -IS' -BARS TOP AND BOTTOM CONTINUOUS.
79 4X4X1/4 ANGLE LEDGE FOR ELEV. DOOR TRACK, SECURE WITH 3/4" OR WEATHER TO BE COVERED NOT LESS THAN 3/4" FOR SLABS
' 0A.8.;24" ON CENTER. - AND MALLS AND 1 -1/2" FOR BEAMS C GIRDERS. FOR FOOTINGS '
14 15 BARS AT 2' 0" ON CENTER ACROSS. - - -• AND CONCRETE EXPOSED TO WEATHER,
MAXIMUM COVERING .
BO JU15ONRY BEYOND - NOTE: COORDINATE MiTM ELEV. . CONTRACTOR FOR SMALL BE 3 ".
X20 2' -0"
X-1--O" CONC. MALL FOOTING. - REQUIRED GROUTING SPACE. -,,,�
�. _ C _ J ALL STRAIGHT BARS MAY BE'USED WITH BARS IN THE TOP OF THE
- 21 4" THICK CONCRETE SLAB TAPOR TO THICKENED SLAB FOOTING AT 45 B1 BEAM POUR DOWN OVER DOOR, AS SHOWN. BEAM OR SLAB AT SUPPORT POINTS HAVING NEGATIVE BENDING
DEGREE .ANGLE. I:.: MOMENTS M /8Ag5 IN THE BOTTOM OF THE BEAM OR SLAB FOR THE
82 WATERSTOP REQUIRED IN JOINT.
FULL SPAN, EXTENDING A MINIMUM OF 6" INTO THE SUPPORTS
22 6 %610/10 M.M.F. CONTINUOUS. - OR MADE CONTINUOUS. THE TOP BARS SHALL BEGIN A DISTANCE
83 8" MINIMUM RACKED BEAM W/2 -15 BARS CONT. CONTINUE AROUND TOP OF 1/4 FORM THE OPPOSITE SUPPORT FACE. TIES SHALL BE
23 CONCRETE THICKENED SLAB EDGE. OF SIDE PARAPETS. USED AS OPPOSED TO STIRRUPS FOR THIS APPLICATION.
241- /SBARCQNTINUOUS.' _ 84 CONSTRUCTED CRICKET TO DIVERT MATER.- - K CONCRETE COLUMNS REINFORCEMENT SHALL BE COVERED W/A MIN.
OF 1 -1/2" OF CONCRETE.
25 7 -1/ "2" TRACK REINFORCED FLOOR SLAB. - BS ARCHITECTURALLY TREATED WITH STUCCO ON MIRE LA'GH.
L 2 -16O BARS TO BE PLACED IN PILING CORE FOR FULL LENGTH
• 86 3- 2 %10,STAGGER SPIKED AT 1' -0" ON CENTER AS BEAM, WITH 22 GA. OF PILING AND EXTEND UP INTO PILING CAPS A MINIMUM OF
26 BALCONY FLOOR SLAB TO STEP DOWN 1" THEN SLOPETOEDGE1 /2 ", 6" ABOVE PILING AND BENT OVER INTO CAP A MiNiMUM OF 12"
' O BOTTOM OF`•SLAB TO STEP-1-1/2". GALV. METAL-SEATS, FASTENED WITH 3/80 BOLTS C J -38 MASONRY ANCH.
FOR BONG.
27 CORRIDOR SLAB TO STEP SIMILAR TO NOTE,126. I B7 CONCRETE RISER = 7 -3/8 ", TREADS = 10 ". M ALL REINFORCED CONCRETE WORK SMALL CONFORM TO THE AMERICAN
28 14.BAR5 AT 15" ON CENTER X 46' -0^ LONG - -TEMP. STEEL 88 15 BARS AT S" ON CENTER. CONCRETE INSTITUTE AND THE REINFORCING STEEL INSTITUTE LATEST
EDITION.
+' ..29,A4 BARS AT 1'- 2 "X9' -0" LONG TOP. (STRADDLE MALLTYP.). 89 14 BARS AT 10 ".ON CENTER. N CONCTRACTOR SMALL ADEQUATELY BRACE, BRIDGE, AND SUPPORT
+ r
90 12X12 CONC. BEAM W /STANDARD REINFORCING NOTE 51 C 52. STRUCTURE DURING CONSTRUCTION.
30 14 BARS AT .1' -2" ON CENTER X 13' -4" LONG - BOTTOM,
„'- - P COk',RACTOR SMALL ADEQUATELY COMPACT SOIL IN BUILDING AREA, AND
31 14 "_BARS AT 30" O.C.`X 13' -0" TOP HOOK ENDS INSIDE UNIT 6" 91 13 BARS AT 9" ON CENTER. PROVIDE A MINIMUM Of 2,000 POUNDS PER SQUARE FOOT SOIL BEARING
TO SIDE. - 1_ PRESSURE.
..
l " /.. 13 NOSING BARS.
j2 14 BARS AT I' -2" ON CENTER X 7' -5" LONG - BOTTOM. Q PILING TEST RESULTS SHALL BE SUBMITTED TO THE ENGINEER FOR
•�" 93 8"X12" CONC. BEAM M /STANDARD REINFORCING NOTE 51 C 52. REVIEW PRIOR TO THE START Of CONSTRUCTION.
33 14 BARS AT 1' -2" D.C. X 4'-1" LONG "TOP 8 ",•.90 DEGREE HOOK R ALL POST TENSIONED CONCRETE CONSTRUCTION SHALL BE PLACED AND
INTO BEAM, i 94 6" THICK CONCRETE LANDING SLABS.
95 4 ".16 GA. STEEL STUD MALLS, WITH STRUCTURAL PENNY BD., TENSIONED IN
ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUE
34 14 BARS"ATA 5" O.C. X 62' -9" LONG - TEMP, STEEL. ` SEE ARCHITECTURAL SHEETS. CODE OF STANDARD PRACTICE, LATEST EDITION.
}5 14 BARS AT 16" O.C..X IV-0" -TOP HOOK ENDS INSIDE UNIT 6" S POST ENS�ONiNG CONTRACTOR SHALL BE LICENSED, AND PROVIDE
TO.SIDE. :. y 96 1 -1/2" STEP DOWN AT BOTTOM OF FLOOR SLAB (SEE NOTE 26 C COMPLETE SHOP DRAWINGS FOR THE ENGINEERS APPROVAL.
-,.:.. 27) NOTE: LOCATE SO DRYWALL ON INSIDE FACE OF WALL WILL PASS BY. AP
36 6 "X16" MASONRY COLUMN W/ 3-16 IN FILLED CELLS.' T CONCRETE STRENGTH OF ALL POST TENStONED CONCRETE SHALL BE
q7 HANDRAIL SEE ARCHITECTURAL SHEETS. MOUNTING REQ. TO BE FORMED 4000 P.S.I., WITH 3500 P.S.I. • DEVELOPED PRIOR TO TENSIONING. 'I
}7 14 BARS AT 15" O.C.:X 22'- 4 "`LON4 - TEMP. STEEL. WHEN FLOOR SLAB IS PLACED. I .
}8 14,BAR5 AT IS" O.C.X 68' -0 "LONG - 'TEMP.STEEL, 98 I" STEP iN TOP OF SLAB NOTE: LOCATE STEP TO EXT. FACE OF WOOD NOTES
MALL TYPICAL EXCEPT WHERE SLIDING GLASS DOOR IS REQUIRED.
}q HIGH STRENGTH STRANDED STEEL CABLE TENDONS, WITH PLASTIC WOOD TRUSS AS REQUIRED MI TH MANSARD JACKS. A WOOD TRUSSES SHALL BE °URNISHED BY A LICENSED FABRICATOR
_s SHEATHING,. PLACED AS SHOWN AND REQUIRED, AND TENSIONED TO I 99 _ IN ACCORDANCE. WITH DESIGNS PREPARED BY A REGISTERED
THE VALUES'. NOTED. -: PROFESSIONAL ENGINEER.
100 LINTEL BLOCK BEAM 2/2 -15 BARS CONTINUOUS. .
40 EMBEDED STEEL CABLE RETAINER, CAST -IN WHERE SHOWN AND REQUIRED. B TRUSS DESIGN, SHOP DRAWINGS, AND FABRICATION SHALL BE
101 HURRICANE STRAPS EACH TRUSS. SUBJECT TO INSPECTION AND APPROVAL BY THE ARCHITECT.
41 EMBEDED -STEEL CABLE TENSION BLOCK.,CAST- IN`WNERE SHOWN AND RE�i.
102 PRE -CAST CONC. LINTEL W/2-15 BARS. C DESIGN AND FABRICATION OF TRUSSES SHALL MEET NATIONAL
42 TENDONS SHALL BE PLACED ON 'CHAIRS OF VARIOUS HEIGHTS TO DESIGN SPECIFICATIONS FOR STRESS.GRADE_LUMBER AND AITC
10 11- 4 "WX1' -2 "D CONC. FOOTING WITH 2 -15 BARS CONTINUOUS AND 14 LATEST REVISIONS: SPECIFICATIONS FOR LIGHT METAL f
ACHIEVE REQUIRED DRAPE. - � BARS CROSS AT Z' -0" ON CENTER.
' �• _ PLATE CONNECTORS SHALL BE BY THE TRUSS PLATE INSTITUTE
43 14 BARS AT 12" O.C. X12'-611 TOP -OOK DOWN iN BEAM 8 ". r/ 194 SEE METAL STUD DETAILS, SHEET S -6. LATEST REVISIONS.
44 14 BARS .I2'� EACH WAY BOTTOM. - '> 105 GALVANIZED STEEL STRAP X- BRIDGING AS INDICATED, SEE DETAILS. - D CONTRACTOR SHALL ADEQUATELY BRACE TRUSSES DURING ERECTION, -
,, 45 7 -1/2" THICK REINFORCED CONCRETE ROOF SLAB, NO STEPS IN SLAB - AND NO CONCENTRATED LOAD SHALL BE APPLIED UNTIL TRUSS
106 TYPICAL. THROUGHOUT, GALVANIZED CW 4X16 STEEL STUDS, MELD ROOF SYSTEM IS COMPLETE.
REQUIRED,
CONNECTED TO GALV. STEELTRACK, FASTCREO WITH APPROVED FAST. E ALL STRUCTURAL WOOD WORK SHALL CONFORM TO THE CODE OF
46 7- U2" THICK REINFORCED CONC. ROOF SLAG OVER ELEVATOR C STAIRS. 107 GALV. STEEL CHANNEL LATERAL BRIDGING, WELD CONNECTED TO STANDARD PRACTICE FOR WOOD FRAME BUILDINGS, AND TO THE -
47 OPENING IN ROOF 6" X 14" MAX. COORDINATE WITH A/C CONTRACTOR. O STEEL STUDS. SPECIFICATIONS FOR THE WOOD FRAME BUILDING AND ERECTION
OF STRUCTURAL WOOD FOR WOOD FRAME BUILDINGS BY THE
4R OPENING FOR.ELEVATOR VENT, COORDINATE W /ELEVATOR CONTRACTOR. ' 108 'GALV. STEEL, 31 "WIDE X 12 GA. TENSION STRAP, TYPICAL AS SHOWN, AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, AND THE
�,. MELD CONNECTED. AMERICAN SOCIETY FOR TESTING MATERIALS, LATEST EDITION.
'49 OPENING FOR CHUTE VENT, COORDINATE M /CHUTE - CONTRACTOR. - - "
109 STEEL ANGLES- 1 /2 " %5 "X1 /2 "L.L.V., WITH TWO 1" OIA. HOLES, F ALL W000 FRAMING IN CONTACT WITH MASONRY EXPOSED TO
AS SHOWN. MOISTURE SHALL BE PRESSURE TREATED.
50 'PRE95URE TREATED 2X4 WOOD PLATES CONTINUOUS AROUND,,FASTENED -
WITN APPROVED SHOT FASTENERS AT 3'-0" -0.C. AND ENDS. G ALL WOOD FRAMING SHALL BE CONSTRUCTED TRUE, INLINE, AND
. - 110 3/4" THREADED MS 3446 REDHEAD CON[. ANCHOR, PLACED AS SHOWN, _
' - - SUITABLE FOR USE INTENDED. ,
51 2X4 PRE- ENGINEERED MOOD PARAPET MALL FRAMES, FASTENED TO PLATES
111 7 -1/2" THICK REINFORCED CONCRETE SLAB, TYPICAL AS SHOWN.
'•' WITH. TECO "HURRICANE +ANCHORS:' H ALL OPENINGS IN W000 FRAMING REQUIRED FOR EQUIPMENT OR
52 CONVENTIONAL 2X4 WOOD FRAMING, USED AS REQUIRED. 312 ALUMINUM HANDRAIL,. PICKET 3/4" SQ. 6" ON CENTER. SPECIAL USE, SHALL BE VERIFIED AS TO SIZE AND LOCATION
METAL ENO CONNECTORS. 113 ALUM. HANDRAIL POST 1 "X2 ", 2 "X2" CORNER - HANDRAIL SYSTEM J M CONTRACTORS M E WERANCHO ATTACHED A5 REQUIRED O WI7 HOS DIRECTS.
53 2X8 JOISTS AT 16 O.C. WITH TECO E RAILTEC 300 OR EQUAL. ALL WOOD FRAMING SHALL B R A EQURED TO
PLACE FOR USE INTENDED. ..
54 2X8 - -P,T. LEDGERS ANCHORED WITH 3/8 "0 THREADED FASTENERS AND - - - - J-38 REDHEAD MASONRY. ANCHORS AT 2', -0" O.C. -AND ENDS., 114'POST HOLE MOUNTING-2 "X2- 1/2"X4 -1/4'! FOR INTERMEDIATE POST AND
' • , :. :. : . -. -. :. . '.::.. .. ... � 2- 1/2 " %2- 1/2 " %4 -1/4 " .FOR. CORNER POSTS. •
55 COORDINATE ROOF HATCH OPENING WI OI- HATLH_ES1RN[SHEO. - - 115 2-1/2 "XI -1/4 "TOP RAIL.....
56 1/2'1., C..O.X.'ROOF SMEATMINGJ NAIL FASTENED TO WOOD FRAMES - 11 .901 FELTS ON SIB"-PLYMOOD- SHEATHING. -
57 8 %10 WEATHERPROOF ALUMINUM,VENT LOUVER W /SCREEN, SCREW FASTENED. - - -� -
� ' I1 GALV. Y; FELT FLASHING. ,
58 PRESSURE TREATED 4X415 iN APPROVED GALV. METAL PITCH PAN. METAL FLASHING. - -
59 ROOF PENETRATIONS IN APPROVED GALV.. METAL PITCH PAN. { -
�� 24 GA' GALV. METAL SCUPPERS, 4X6, BUILT INTO PARAPET CONSTRUCTION
L
61 1 -1X6 AND 1 -1X8 FINISH GRADE WOOD AS FASCIA, WITH REQUIRED BLOCKING.
a
62 1/2" EXTERIOR GRADE'GYP. BD. SOFFIT WiTH ALUMiNUM,VEsTS AS. -REQ. _
63 6" FIBERGLASS BATT INSULATION FASTENED BETWEEN,BOTTOM CORD OF �'-
.FRAMES.
-
54 2X4' PRE-ENGINEERED WOOD TRUSS AT.,2'- 0", WITM'i -
- : TECO METAL CONNECTORS. -
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