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R91
LEGAL IDE5C; f=)TION
LOT 33, 5LOCK 12
FLAT OF ATLANT-1
lIC: 5EACH UNIT NO. I
RECORDED IN PLAT E300K 14
0",
F-':IAGE 3e OF THE t
CURRENT IOU5LIC:
f
REC:ORD8 OF DUV,14L COUNTr
FLORIDA
N ,
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PROPERTY LINE
ROPERTY LINE C%4
- — - - — - - . . . . . . Q
7—
P
P, L
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EXISTING JU lu U) 01
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ONE
ST
X
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SHWR
1C3XI1
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up.
'A
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MAIN HOUSE + SHED
Z
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C:
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. .. . . . . . . . . . . . . ..
. . . . . . . . . . .. .. . . . . . . . . . . . . .
. . . . . . . . . . . . .. . . . . . . . . . . . . .
. . . . . . . . . . ..
. . . . . . . . . . . . . . . . ... . . . . . . ... . . . . . . . .
STORAGE
. . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . .
; I� It I -D
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. . . . . . . . . . . . .. . . . . . . . .
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. . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . .
,. . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . .. . . . . . . . . . .
. . . . . . . . . . STORY FRAME
Y . . . . . .
. . . . . . . . . . .
. .. . . . . . . . 'IMESIDENCE NO. 312
PATIO
. . . . . . . . . . . . . . .
. . . . . . . . . . . .
. . ... . . . . . . . . . .
. . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
h . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . ATE
. . . . . . RELO ONDENSER
. . . . . . . . . . .
. . . . . . . . . . . . .. . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . .
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SCALE 1 11 DATE
-011
This approval verifies complian
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zoning,
subdivision and other local
2-03-12
lond
development regulations, but does not constitut@
5.111�)4 i'!11`�
approval for the issuance of permits. Complia 0#
n
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ijj f
SHEET
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Beach Buildin
Off' the
201-1 &S Approved By
LOT C
RAGE: Building PermIL
Date-
PAW 12- 4q-'5
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MICHAEL DUNLAP ARCHITECT, P.A. OHMEGA GROUP ELECTRICAL ENGINEERS
5UILDING GOIDE 5UMTIAR*'�
INDEX TO DRAWINGS
FLMDA IBUILDING-1 CODE 2010 EDITION AND REvISIONS
-12 JOTH STREET ATLANTIC 5EAC44 32266 PERMr
ADDRESS 3 IT NO.
I 51TE PLAN
OCCUPANCY ASSEM5L 5USINESS WDUCATIONAL A-2 FOUNDATION PLAN E - 1 ELECTRICAL SPECIFICATIONS
TYPE
TIAL-TYPE
MERCANTILE RESIDEN X MACTORY-INDUS. A-3 FIRST FLOOR PLAN E -2. ELECTRICAL PLAN
INSTITUTIONAL (UNR) ) INSTITUTIONAL TORAGE-WHSE.
A-4 ROOF FRAMING PLAN E --1 ELECTRICAL LOADS RISER DIAGRAM
HAZARDIOUS, ) IMIXED OCCUP. (SPEC. TYPES)
it
A05 EXTERIOR ELEVATIONS SOUTH WEST
GROSS 5UILDIWG HEIGHT (15"4o") MEZZANINE YE% NO (X) OTY
A-F7.1 INTERIOR ELEVATIONS
5UILDING NO. OF STORIES ( 1 ) NNI 0 T E 5:
AREA
SCL FT. PER FLOOR
NEW I RY AQr.>ICrIONS A-ro WALL SECTION GARAGE -DETAIL5 PLUM5ING NOTES 4 SCHEDULES
TOTAL SQUARE FOOTAGE (1604 GOV
NO. UNITS PER FL. ( I ) TOTAL I OCCUPANCY LOAQ> I the undersigned do attest that A-1 WALL SECTION ENTR�r DECK - DETAILS
F-Z PLUM5ING FLOOR PLAN
CONSTRUCTION TYPE I TrYPE IV (up) J RESIDENTIAL SIN64L USE the Information contained within
-5 WALL SECTION SUNROOM - Ff=> DETAILS
E FAMILY
A
this document 16 actual and true
V n TYPE TYPE I I TYPE VA (P) to the best ofm� knowledge,
TYPE I I I TYPE V5 (UP) (X also that this information most& or A- B DOOR 4 WINDOW DETAILS M- 1� MECHANICAL DETAILS
it
TYF:!E IV (10) exceeds all applicable minimum WINDOW SEALANT DETAILS M-22 MECHANICAL SPECIFICATIONS
A- 10
0� FIRE WITHIN FIRE C)ISTRICT YES No (X) SPRINKLED YES NO (X) TYPE building codeis and fire eafets
standards as determined b� the A- 11 EX15TING FLOOR PLAN 4 ELEVATIONS M-Z MECHANICAL PLANS 4 NOTES
RESISTANCE ASSEM5LIES / COMPONENTS HOURLY RATINGS SYSTEM OESIGN
ip q 1 1 � ii local authorlt� in accordance with
ij .11 � A- 12 FOUNDATION 4 FRAMING DETAILS
1 -1 1 TENANT SEPARATION N/A Chapter 553 and 633 of the
INTERIOR WALLS (5EARING) N/A Florida Statut4m.
INTERIOR WALLS (NON-15EARING) N/A
'j
1" lip: EXTERIOR WALLS N/A
M A 1 - ' - N-
FLOOR / CEILING N/A
ROOF/CEILING NAA
d4 !wj,
40 A-1 : 1 - I
COLUMNS/IBEAMS/T"SES NhA
MEANS OF: Ar:>A COMPLIANT YES No (X) MAX TRAVEL r.>IST-,ANC
E TO AN EXIT N/A) OFFICIAL USE ONLY
INGRESS/ EGRESS VERTICAL ACCESS15LITY YES NO
(X) TOTAL EXITS (3 IMINIMUM WIDTH (39, IN.) DATE:
PROVIOE CALCULATION FOR
EGRESS WIOTH AS PER CHAP. 1004
WWA
T
I
0.4 - 1 (o - 2012
Boo
I it 1 1
WEVERVVED FOR CM C00
CITY OF ATLANTIC BEACH
SM PERMUS FOR ADD*nONAL
I MEW"Wi I w_-_
FILECOPY REOUHU1111US AND COOMUMUONS.
/Yl
1 lily REVMWEDBY. DAM- 1-15-
WIN ?
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If
LOT 33, 5LOCK 12, PLAT OF ATLANTIC 5EACH UNIT NO. I
11JI
RECORDED IN PLAT 500K 14, PAGE 3c3 OF THE
f CURRENT PU5,LIC RECORD5 Or— DUVAL C:OUNT%r, FLORIDA
A
5111 PROPERTY LINE
IN fit 11 PROPERTY LINE Q
Till
4 tl I I"
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
A
tilll,liil, 1'r I ['Il'1�I 1 -1 �,
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0
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2
IT'' t D #1 2'-& 1/2 421 Guill
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TOTAL 28c3c3 6;SF
PROTECT TREES TO REMAIN 44.6% LOT COVERAGE
5' HT In4ARDEN Fll CaC Plol TO PIT
I FELOCATED AND IiM MIT6
IT FEt' PROPERTY L INE
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PROPERTY L INE
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PALM
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TREES
THIS AREA
41
0 0 FIBERGLAS DECKZ
. . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . .
% . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . .
. . . . STORAGE
W) . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SHED
71
'il,�I'Ill`l� 71),
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. . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . .
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . .
. . . . . . . . . .
ly, ONE STORY FRAME
Lu
. . . . . . . . . DRI Y . . . . . . . . . ...*. PATIO
. . . . . . . . � ' 'D. . . . . . . . . . "w�lIlt'W4 *
. . . . . . . . NO. 312
lu. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RE
. . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . cq
I IJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . .
RELOCATE CONDENsER
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . I . . . . . . . .
hi . . . . . . . . . . . . . . . . . . . . . . . . . .
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All joints
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VELUX tape attachin
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-A
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!:^;r=E GENERAL NOTE& FOR vELUX SUNg TUNNE
NOTE
NAIL ALL 15/32" COX PLYWOOD WALL SHEATHING
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AT ALL HORIZONTAL JOINTS.
NAIL ALL 3/4" STURDI-FLOOR PLYWOOD SU5-FLOQR
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EDGES 4 611oz. FIELr SEE CLIP 4 CONNECTION NOTES ON SHEET Al2
6
D.
3/12 ROOF LINE 5EYOND
ALIGN W EXISTING ROOF
CONSTRUCTION
5/4X& IPE WOOD DECKING
CONT 2X(o IPE RAIL CAP
OVER PT 2X SLEEPERS AT 16" TO
PROVIDE SLOPE, GLUE
SLEEPERS TO WP SU55TRATE
—7
2X4 STUD WALL5 AT 16" OC
-YOND, EXTEND TO
FOR RAIL 5E-- WP COATING OVER 3/4
T 4 G PLY SHEATHING
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11 KI
POSTS WRAPPED W IX HARDITRIM
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I PC SIMPSON C:SI& STRAP FROM
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SEE 54-AI2
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IB A544 POST ANCHOR.
if
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STUDS AT 1611 O.C.
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21� CLIP AT 1611 OC CONT 2 X 8 HARDI-TRIM
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2) 2 X ro SYP NO. 2 PLATE
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SPACING TO MATCH EXISTING WINDOW HEAD I PC, SIMPSON C816 STRAP FROM
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FACE OF JOISTS TO FACE OF WALL
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3:
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DIA. X ro" ANCHOR 50LT W1 311X311XI/411
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WlroXro 10 GA UALM
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APPROX GRADE APPROX GRADE
REV15ED
3-16-12
IND
ro M L VAPOR 5ARRIER DATE
2-03-12
-7 4 2) 05 CONT RE INF
i':
COMPACT FILL -SHEET
G�AIRAG:;E WALL &ECTION
-0
SCALE 3/4 1
12
IBM
0 0
0
0 0
0
0
0
0
0
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0
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IN
tu Q
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NAIL ALL 1/2" PLYWOOD W
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NOTE AT ALL HORIZONTAL JOINI
NAIL ALL 3/4" 'PLYUJOOD ROOF SHEATHING C,
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4 (VOC FIELD. DECREASE SPACING TO 4"
OVER GA15LE ENDS.
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TYP FASCIA W 2Xa HARDITRIM 4 <jr 0) d)
NOTE
NAIL ALL 3/4" STURDI-FLOOR fs�LYWOOD SU15-FLOOR N,
EAVE DRIF 3:
SHEATHING W1 10d COMMON WIRV NAILS 411oz.
EDGES 4 &"oz. FIELD.
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FOR: D5LE SHEATHING
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JWL
SIDE W 4) 1(ocl TO POST` (o) I(od NAILS
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DATE
2-03-12
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0
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it
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24X24 FLUE
RAFTER CLIPS AT 1611 OC EACH SIDE OF 51LAM
I"IETAL CAP
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CRICKET
3 X P0
5 Y D
t*IETAL FLASHING 4 SIDES
4;4 RIDGE BEAM TO DOOR HDR,
12
DOOR HEAD 2) 2XIO MIN cd
Lin
it i MATCH 2) MTS 12 STRAPS POST TO BEAM
EXISTING
lt
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1`15ERGLAS ROOF SHINGLES
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OVER VAPOR BARRIER 4 1/2
ht '!
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2xI0 S*T F 02 RAFTERS AT 24" OC
METAL EAVE DRIF OV151R
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23
AT HDR MIN
itj YM
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5
W &X& 10 GA WWM 2"Xro" F.T. SYP NO. 2 SILL PLATE W/?
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4 x 4" x 3W
SCALE 3/411 1.
Steel Angle?
i ild Front and 54ck
sidewallil flange
Qt 13/4
i; 1jt
—4
A DATE
PLAN VIEW
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2
SECTION A-A FRONT VIEW
t :i : U
SHEET
it
IT
PLAN, SECTION, and ELEVA7TION
I-SOKEIRN MODEL 36 SEE-T04FZU FIREPLACE
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it
lj�T
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LAD TRANSOM A50VE W10 COATING OVER 3/411 PLY, OVER 1/4"X4X8 HARDIE
Tit
PANEL, W 1/411 SPACING TO
UP WALL, COVER W
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ov
DIBLE FASCIAS W 3) 1/2" DIA
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X 3" LAG BOLTS MET EAVE DRIP OVER 1/2 GW5
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1/2
PLY SHEATHING
2 X ro
CONT. SEALANT
2 X
0 Lo
0 0 (3) 2 X 6 HEADER, SEE STRUCTU L
(3) 2 X HEADER
OL
I
SEE STRUCTURAL 1/4 WELD TYP
1/4 X 4 X 4 X 8" HT;
Lu
1/2 SW5 STEEL ANGLE, BOLT TO LU
01
CN
IX4 WOOD CASING
Y1 HEAD W 4) 1/211 DIA X 511
f
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2 X
IX4 WOOD CASING
11 A�
ANGLE
1/41, SHIM
WINPOW FRAME
2 X I& CONT. SEALANT
JAMB EXTENSION PROWIDED
u-
TOP OF
BY CONTRACTOR ly-
DOOR FRAM
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L 2XIO YP 2 AT Iro OC z q
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3f
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HEAD R ATT INSULATION
GW5
1/2
jT
w
1/2" PLY SHEATHING
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lu 1/4" SHIM
1X4 WOOD CASING 1/41, SHIM
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CONT. SEALANT
PT 5/4 X 4 WOOD TRIM JAMB EXTENSION PROVAIDED
63
BY CONTRACTOR
2) 2 X ro LIJ
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1/211 GW5
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COMPOSITE DOOR 5/4"X5/4" TRIM
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7771
CONT. SEALANT
CONT SEAL (2) 2 X ro�
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tit
1 GLU5
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MATCH EXISTING
(Aij LEI 1/2" PLY SHEATHING
FIN SLAB
VISED
61LL
SILL
hi
DATE
\EXTEND SLAB AT DOOR OPENING 2-03-12
UJINDOUJ IDETAIL5
it
1! ilrl 'I tj!�,,jj 11 1-01 11 1-01 SHEET
'SCALE 3 1
SCALE 3 1
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2 X 4 FRAME CONSTRUCTION
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FIl
EXISTING HEAD III
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Pi 5/4 X 4 WOOD CASING (J
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CONT. SEALANT 411 TAPE
'7777
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ILA
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CONT. SEALANT , 411 TAPE
V WOOD CA!"VING
"";000
I �11 il;J I
STEF i-
ILL FLASHING
1. MA
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CASEMENT WINDOW CAUL< C�IlIlR OTHER eOLVENT 5,45ED [=1RODUCT,5.)
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2. TEST WJIND0W5EAL ADHE51ON TO SHEATHING.
w
50ME &ITHING 5OARD5 CONTAIN COMPONENTS
E
WHICH F-�;-DUCE T,4f=E AF-)HE510N. IF ADHESION IS
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AIDHE51V/E- IF f=OL'�'50NF-) 15 NOT AVAIL,45LE. 3M
J
JAMa -Or'1FAN:`T- rl 5f=IRAT' ADHESIVE IIIIII 5E USED.
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3. CUT DIESIRED LENGTH F
UTILITY K<NIFE OfR 6C15SORS.
4. INSTAL L ON WOOF-) SILL. el�IOOT�4 AND ROLL IN
1h;
1"v if f=LACE.
If I :I,
5TEf= 2- SET WINDOW
1. SET WINDow f=EfR WINDOW �IANUFACTURER'5
INSTALLI)N IN5TRUCTIONS.
WOOD CASING 5EYOND
2. USE Af�DI=1ROI=FIATE SIZE AND G,4Ur:;E NAIL
CASEMENT WINDOW
WINDOW MANUFACTURER'S IN5TfRJCTION.
�N
5TEF 3- JAM5 FLA5HING
JAM5 EXTENSION 1. CUT DE:51REF-) LENGTH FfROM THE ROLL WITH
1/41, SHIM UTILITY K<NIFE OF, 5CI5eO1Re-
V
2. INSTAL L WINDOWISEAL TO ON THE 50TTO�l
THE ROLL
FLANGE i5XTENDING 1/2'' THE LENGTH OF
CONT. SEALANT, 4" TAPE
WIDTH 5FEYOND THE WINDOW FLANGE. 5�100T�4
CONT METAL Z FLASHING
J ,
THEN RO)LL THE WINDOW5EAL INTO f=LACE. (EX. A
LL
IX4 WOOD CASING 10" fROLL NEEDS TO HAVE THE WINDOWSEAL
5/4 X 4 WOOD CASING EXTEND
5EYOND THE WINDOW FLANGE)
!A
3. t"1EA&LAE WINDOW5EAL AND CUT NEEDED
11 1,4 1
LENGTH (OF THE fl- WIF-)Tik4 f=A5T THE f5OTTOM
TIF�ii ' 'i"t 1
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�� , I I � I DESIGN SPECIFIC&TIONS:
ME I f ! �i,; , I f WOOD: METAL CONNECTORS: MASONRY CONSTRUCTION
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I , ; �. � ,,,7 � UNLESS NOTED OTHERWISE ON THE PLANS, SLAB THICKNESS IS 4-. SkAB SHALL BE POURED OVER A WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC, EXCEPT AS NOTED IN THESE PLANS. WHERE OOOD ALL METAL CONNECTORS SHALL BE SIMPSON STRONG-TIE CONNECTORS UNLESS OTHERWISE APPROVED BY THE ENGINEER OF �RECORD I
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I It, ��1; � 1 4 .i I I ,, I� , 1 ll ,�, � ,1,� I, � CONCRETE MASONRY UNITS: SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH AsTm c 90 AND SHALL HAVE A 10INIMUM NET I
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�;1 � � � , 10 MIL VAPOR BARRIER AND THE SOIL SHALL BE PREPARED FOR TEF4mrrE PREVEN11ON PRIOR TO HALL BE AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (AMU C 270)
1 ;� .. �� � � , DESIGN CODE: 2010 FLORIDA BUILDING CODE JOIST OR THE BOTrDM OF A WOOD STRUCTURAL FLOOR WITHOUT JOIST ARE CLOSER THAN 18' OIF (E.O.R.) METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I.E. ACO TR�� S
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I li� I I � �:! 11 ;I r ! , i' ' I � i� POURING. 6x6 W1.4xW1.4 WWR TO BE PLACED IN THE CENTER OF THE. SLAB. WWR SHALL BE LAPPED WOOD JOIST GIRDERS CUDSER THAN 12" M THE EXPOSED GROUND OR UNEXCAVATED AREAS LOCAIJED GALVANIZED OR STAINLESS STEEL ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I.E. B Ilm SHALL BE
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"��!l I � �i � NTIAL GROUP R-3 (ONE AND TWO-FAMILY DWELLINGS) IN ACCORDANCE WITH ACI 530. THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN COMPRESSIVE
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, F N e` �� l 8*. THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWR. MINIMUM FIBER LENGTH = 1/2'. WITHIN THE PERIMETER OF THE BUILDING FOUNDATION, THE FLOOR ASSEMBLEY (INCLUDING POST. AIST Z-MAX COATED. NAILS: ALL NAILS EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR STAINLESS STEEL ALL NAILS EXPOSEI
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. Ill 1 11 I T � z i� I : CONSTRUCTION: TYPE V, UNPROTECTED AND SUBFLOORS) SHALL BE PRESSURE TREATED. ALL WOOD IN DIRECT CONTACT WITH CONCRErE OR FIRE-TREATED LUMBER SHALL BE STAINLESS MEL STRENTH (fm) OF 1500 PSI. I
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� I I ic � I ; I 1 41 i_ I STEEL REINFORCEMENT MASONRY SHALL BE PRESSURE TREATED. ALL PRESSURE TREATED WOOD. (I.E. FLOOR JOISTS. RAFTLFfR SEE SECTION ABOVE FOR GROUT SPECIFICATIONS I
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� � : i I I I I � REINFORCING STEEL- SHALL BE ASTM A615, GRADE 60 STEEL REINFORQXMENT SHALL BE IN ACCORDANCE WITH FBc. TAILS, ECT.) SHALL BE PROTECTED MOM TOUCHING TRUSS PLATES, TRUSS HANGMS, ECT. Wn EffiHER I I
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I i I ,, '' � ACI 318 AND AS NOTED IN THESE PLANS. DEFINITIONSo
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" T ,, [i REFER TO THESE PLANS FOR HEADER AND JACK STUD REQUIREMENTS.
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"I �, 4� ; f,r H, il,� I I CONCRETE COVER SHALL BE IN ACCORDANCE WITH FBC AND AS FOLLOft J* PLY, FELT OR APPROVED EQUAL GROUT POUR HEI - THE TOTAL HEIGHT OF MASONRY M BE GROUTED PRIOR TO ERECTION OF ADDITIONAL MASONW.
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I , 0 1 1 1 j 'I�' l� I 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EAWN ROOF SHEATHING AND DIAPHRAM ATTACHMENT: GROUT POUR - CONSISTS OF ONE OR MORE GROUT LIFTS.
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i ; I '' i�_�li��11 I � INTERNAL PRESSURE COEFFICIENT: ± 0.18 ENCLOSED BUILDING 2" FOR CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUft I FLOOR JOISTS BRIDGING AND BLOCKING: GROUT LIFT - THE LAYER OF GROUT PLACED IN A SINGLE CONTINUOUS OPERATION AND IS LIMITED TO 5 FEET (1524 IMM). (14
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l i� ;,�� [ 1, USE MIN. 7/16- APA RATED SHEATHING FASTENED W/ 8d RINGSHANK NAILS 0 6- O.C. EDGES, 6- D.C. INTERMEDIATE. RODDING - THE ACT OF COMPACTING FRESHLY POURED CONCRETE OR GROUT IN ITS FORM BY FREEING THE MASS Or AIR POCKETS WITH
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I I � � � �: I �llq�:i I MAXIMUM DESIGN WIND PRESSUIRES (PI 1-1/2- FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WrftH GROUND
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, � I PROVIDE 2x- BLOCKING AT BOTH ENDS OF ALL FLOOR JOIST. (BLOCKING SIZE TO MATCH JOIST D&FTH.) I
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tll I 1� I ,f,, I I I VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 DIAMETERS OR 24. WHICHEVER IS GREATER. I
� fli , �, L �� ! '-O- FROM OUTSIDE CORNERS) PROVIDE BRIDGING roR FLOOR JOIST WITH A DEPTH GREATER THAN 9.25* AND WHERE THE SPAN I§ EXTERIOR WALL & INTERIOR SHEARWALL SHEATHING: PUDDLING - THE PROCESS OF INDUCING COMPACTION OF GROUT BY USE OF A TAMPING ROD.
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I , �l, � , hil", li i I�i " -OPENING SIZE (SF) EDOE ZONES (9 INTERIOR ZONE ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TtYPICAL BENDING DIAGRAMS AND PLACING Q I
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i I i i, 1. L, I %.I E �L I 11 IT -t,,�! GREATER THAN 8'-Cl*. BRIDGING SHALL BE INSTALLED AT 8'-O* O.C. MAX. JOISTS SHALL BE LATER1*LL PUDDLE - THE ACT OF WORKING CONCRETE TO ELIMINATE HONEYCOMB. AND TO PRODUCE A DENSER MASS. ,
�� I I , ,I t I � DETAILS OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD 'SECURELY IN POSITION WITH STANDARD SUPPORTED AT THE ENDS AND AT EACH SUPPORT BY SOLID BLOCKING EXCEPT WHERE THE ENDS (PF PROVIDE APA RATED SHEATHING WHERE STUCCO, BRICK OR STONE VENEER, OR HARDIPLANK LAP SIDING ARE INDICATED ON RkANS. PUDDLE STICK - A STICK OR ROD USED M CONSOLIDATE GROUT By HAND.
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i '� i; [ I �, ,�,,�� .",H I ,i, 0-20 ACCESORIES DURING PLACING OF CONCRETE. SPLICES IN REIN ITTED, SHALL BE AS FOLLOWS: . ed
i ", � i i'l , JOISTS ARE NAILED TO A HEADER, LEDGER. OR RIM BOARD OR TO AN ADJOINING STUD. BLOCKING §HALL PROVIDE APA RATED SHEATHING AT INTERIOR SHEARWALLS.
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1�": ;� j , It � 1: � � �,:;: I !� � 1, ��!I J I I CORNER REINFORCEMENT NOT BE LESS THAN A NOMINAL OF 2-INCHES IN THICKNESS. FASTEN 3fe- THICK SHEATHING W/ 8D COMMON NAILS SPACED 6- D.C. AT PANEL EDGES AND 6- O.C. AT INTERMEDIATE SUPPI APPLJED HORIZO MASONRY CO STR CII SPI . M
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I� � i I . I REDUCE NAIL SPACING M 3" D.C. AROUND ALL OPENINGS. USE 3* EDGE NAILING IN THE LOWER TOP PLATE ON ALL EXTERIft WALLS. 1. LAY UP MASONRY IN RUNNING BOND FOR SIZES AND REINFORCING PER PLANS AND ELEVATIONS.
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,I A 1. I 1 +28 and (-)31 MASONRY: SW-3 INDICATES 3* D.C. NAILING IS ALSO REQUIRED AT THE BOTTOM AND SIDE EDGES OF THE SHEATHING. 2. FACE SHELLS OF BED JOINT SHALL BE MORTARED. - I
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I I I .I ,!i I I �I I J'' I � l MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC AND IN )ACCORDANCE FLOOR JOISTS NOTCHING AND BORING: 3. WEBS SHALL BE MORTARED AT CELLS TO BE GROUTED.
it"I�l i ,I � : I i� � �� 4. VERTICAL CELLS ARE TO BE ALIGNED WHERE THEY ARE TO BE GROUT FILLED UNLESS BOND IS SHIFTED DUE M S19E CONDITIONS.
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, �I !i�i i � NOTCHES/HOLES IN FLOOR JOIST SHALL NOT BE LOCATED IN THE MIDDLE ONE THIRD OF THE jOISfr SPAN. NOTCHES I— (P
'i I , WITH THE SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1-05.
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� , POST AND BEAM FRAMING: 5. INSTALL HORIZONTAL JOINT REINFORCING AT 16 INCHES (407 MM) ON CENTER STARTING FIRST BLOCK ABOVE F ON. Q
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� " I 1l I I �I I I 1 11. � : � DESIGN LIVE LOADS: ACI 3.5 D LIMITS THE GROUT LIFT HEIGHT TO 5' AND REQUIRES A 1-HIOUR INITIAL SET IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED 1" DEEP x 2* WIDE. HOLES SHALL NOT FEXCEED 1-3/4" IN OU#DATI
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I � 1�1 � � I i , � 1,1 I _4 ATTACH HEALIERS TO POSTS W/ (2) SIMPSON CS16 OR MSTA24 FLAT STRAPS W/ (7) 10i NAILS TO HEADER AND (7) lfODxl.5* NAILS TO POST. 6. MAINTAIN MINIMUM OF 1/2 INCH (12.7 MM) COVER ON JOINT REINFORCING TO EXTERIOR AND REINFORCING SHALL jBE EMBEDDED IN MORTAR. 0
.- �i I� � � v 11 P!1 TIME BETWEEN LIFTS. DIA. AND SHALL NOT BE PLACED WITHIN 2* OF ANY NOTCHES OR TOP AND BOTTOM OF THE JOIST.-
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,i "I L; � i � �; �Lil, I ,I ,," 7. GROUT SPACES BOTH VERTICAL AND HORIZONTAL ARE TO BE SUBSTANTIALLY FREE OF DROPPINGS, DEBRIS, LOOSE AN ANY
" I ; ' ' ��!� , NOTCH HEADERS UNDER TOP PLATES AND BEAR-ON-JACK STUDS OR USE SIMPSON HUC410 HANGER W/ (8) 16D TO WALL (t8) 16D TO HEADER.
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I � I I �: � , 1 � 'I ii THIS SYSTEM USES A THREADED ROD CONTINUOUS FROM THE FOUNDATION THROUGH THE DOUBLE ITOP
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:,, i : t�f� '4 I FLOORS/STAIRS: 40 PSr VERTICAL FRUAMING: ANCHOR POSTS TO FOUNDATION Wy SIMPSON ABU POST BASE W/ (1) %* THREADED ROD sEr 7" INTO FOOTING AND (12) IMD NAILS TO POST 0 .4 CNI
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�� I 1 I I I , I I , i : : 1 R 8. INSTALL REINFORCING IN GROUT CELLS PRIOR TO GROUTING.
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1 1 t"!,, i �!I DESIGN DEAD LOADS: USE (1) SIMPSON HTr16 W/ (1) %* THREADED ROD SET 7" INTO FOOTING (18) 16D NAILS M POST. a W " ff
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I z � , , ��l I f, 9. GROUT SPACES ARE TO BE INSPECTED PRIOR TO PLACING GROUT.
[ii !!� � � ;� ii I I � . LLS AND 2x4 STUDS FOR ALL IWTERIOR WALLS, UNLESS NOTED OTHERWISE IN > %.I
1 1 ,� I �� �� 11 i ��i ROOF: 10 PSF STEEL: lo. FILL CELLS AS NOTED ON THE PLANS, ELEVATIONS AND DETAILS.
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�, � ; I FLOORS: 15 PSF
,!: I 11. PLACE GROUT IN LIFT TO 60 INCHES IN HEIGHT (CLEAN OUT HOLES ARE NOT REQUIRED).
ii Ill 11 i I SPACE STUDS 0 16" O.C. MINIMUM AT ALL EXTERIOR WALLS, INTERIOR iBEARING WALLS AND INTERIOR SHEARWALLS. ALL ANGLES, PLATES, AND MISC. STEEL SHOWN ON THESE DRAWINGS SHALL BE ASTM A36 MATERIAI!�- MING: u -q
I'� ; . I h I � [t1l,ii�, � ,, I I , , , ALL STRUCTURAL STEEL SHALL BE ASTM A992-GR50 12. A REINFORCING BAR MAY BE USED TO ROD GROUT IN CELL, M ENSURE THERE ARE NO VOIDS IN GROUT.
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i I 1, I I SOILS: SPACE STUDS 0 24" O.C. MINIMUM AT ALL INTERIOR NON-BEARING WAI USE SPF #2 (OR BETTER) FOR ALL WALLS ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC. -q z i I
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,5, � 11 � � I - 13. PLACE REINFORCING APPROXIMATELY 1 INCH (25 MM) TO THE SIDE OF DOWEL IN CELL (ACII 530-1.12.3.3) 1
�1'1 . I � 1�! CAPACITY = 2500 PSF STRUCTURAL STEEL 'TUBING SHALL BE ASTM A500 (GRADE B) W n In o
I I� I , I I ::�i I ' MINIMUM ALLOWABLE SOIL BEARIN16 U.N.O. IN THESE PLANS. USE SYP #2 TOP PLATES AND PT SYP #2 S114L PLATES. DOUBLE TOP PLATE SPLICES SHALL BE ALL FILLET WELDS SHALL CONFORM TO SECTION J2.2B OF AISC SPECIFICATIONS, EVEN WHEN SHOW ALL CONVENTIONAL FRAMING SHALL BE SYP J2. REFER TO TRUSS SHOP DRAWINGS FOR TRUSS DETAILS. PROVIDE 1X4 PUIjjN BRACING 14. GROUT SHOULD SET IN APPROXIMATELY 90 MINUTES DEPENDING ON GROUT SLUMP AND WEATHER CONDITIONS.
j , 1 SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL LAPPED A MIN. OF 4'-O" AND NAILED WITH A MINIMUM OF (2) 12d NOJLS AT 8- ON CUM. OTHER FASTENING 15. DO NOT BEND OR MOVE REINFORCEMENT AFTER GROUT HAS SET.
i :�j I 1 1 I I �, I ABOVE THE BOTTOM CHORD OF ROOF TURSSES AT THE SPACING INDICATED IN THE SHOP DRAWINGS. FASTEN W/ (2) 6D Wks AT EACH I d_1 - I I
i I � I ' i ! ' I' 1! ii�,4; �;l I � i OTHERWISE ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. fv 11--
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c : , �I I .11 I I 1 : I PROVIDE TO THE CONTRACTOR .4 REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN CONNECTIONS AS spEcinCED IN FBC SHALL BE USED. TRUSS. PROVIDE SOLID BLOCKING AT ROOF SHEATHING JOINTS IN THE FIRST TWO RAFTERS OR TRUSS SPACES FROM THE Gft 16. FILL ALL CELLS SOLID BELOW FINISH FLOOR ELEVATION. tv- 1
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i � L,��,jt: I I, �,� ''! 1 ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON ARCHITECTURAL OR STRUCTURAL DRAWIWGS. BUT LE ENDS. ()
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� ;[ � L I SAID REPORT SHALL BE FoLLoWfD UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS.
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l : "' I �I,I - A MINIMUM OF A" FILLET, 2" EACH END AND 2" AT 12* o.c. BOTH SIDES.
� ;i : ,,, ��, 1 17. PROVIDE LEVEL W QUALITY ASSURANCE, AS PER ACI 530-05 TABLE 1.15.2. 0 0 (v I
� i� , L 1� 1 THE FILL BELOW THE FOUNDATI
i � � � I � " NOT SIZED SHALL BE
i "I � V 41 �: li� 010 SHOULD BE FREE OF DEBRIS, ORGANIC MAERIAl. COHESIVE SOILS OR ANY **CONVENTIONAL STRAPPING - __4 i
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I : i j, !1 it il-� � ALL WELDS MADE TO PRIMARY MEMBERS SHALL BE MADE WITH E70XX ELE GABLE ENDWALLS
: ; :I: I,, � fl ! §OIL MUST BE COMPACTED TO 95X MODIFIED PROCTOR MAXIMUM DRY CTRODES.
I I , , , �1 ,, : I OTHER DELErRious MATERIAL TOLERANCES L ul ILL -_ I
I 11 � I, ; !z, 11, I, � ,I, � WHERE *CONVENTIONAL STRAPPING IS SHOWN ON THESE PLANS, USE TIHE FOLLOWING: PROVIDE PLATFORM FRAMING IN ATTIC OR BALLOON FRAME WALL STUDS AT ALL GABLE ENDS. SEE PLANS. -ef d) , d)
: I I � � I I :LL '01 iii � '71 I : DENSITY FOR A DEPTH OF 2'-e BELOW THE B07TOM OF THE FOOTING. CENTER REINFORCING:
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I :i, i ::� � I I �� � , ��,� TO OTTOM OF EACH STUD W/ (6) 10d NAILS IPACH END OF EACH STRAP 0 EACH SUBFLOORS: -4.
,� I i � � CENTERLINE LOCATION SHOULD BE WITHIN 1/2 INCH (13MM) OF CENTER OF MASONRY.
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L r,i 1, , 11 - D.C. WHERE SUBFLOORING IS INDICATED IN THESE PLANS, USE %1* T&G PLYWOOD GLUED WITH A CONSTRWICTION :1 :r %5
� J, , � HORIZONTAL LOCATION SHALL BE WITHIN 2 INCHES (51 MM) OF THE CENTER OF THE CELL. -4
� d, '� * END OF EACH WALL, EACH KING STUD, AND 0 MAX 32 - FIRST IFLOOR SILL PLATES TO FOUNDATION GROUT
, " .1 � ��! � FOOTINGS AND FO
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1:� f, t1l � � �1 I "i , B. PROVIDE A FIRE ALAW SYSTEM IN ACCORDANCE WITH NFPA 72
V� -v I I � 1 !1,�
,� I I Iii; I _j of �
I � I � 11HE 2007 FLORIDA BUILDING CODE, CHAPTER 7. OUTLET BOXES LOCATED ON OPPOSITES OF THE SAME WALL SHALL I
, 1�11 , i I I ^ CIRCUIT HOMtERUN CONDUCTOR(S), TICK MARKS INDICATE 350 KCMIL 500 KCMIL 350 1-- _j
I f � . � , �
i'll Li 1� � ��� L Ili, ; ,-,�� I , 1, : (2002 EDITION) AND BE OFFSET BY A DISTANCE OF 12 INCHkS (MIN.). I
%, 1 " I I', � I � . I ,, � IMIT SHOP DRAWINGS TO THE OWNER FOR yj -Q,
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1�� ill�i I ORS. GROUND NOT SHOWN 9, SECTION 907. SUg L 400 _j >
, 1 �1111 : f" I i , . . I
�I :A I I Ili 11, It � �1, !
�� �I ,:it 11 I I WALL SWITCH, SPST APPROVAL. 8. ALL BEDROOM, FAMILY ROOM, DINING IROOM, LIVING ROOM, AND Ld w z 9 I I
i�� ii I, 41" , l, , ; 11 ' ' 1:
!�, TI: � '11, 11 I 'I � D - DIMMER C- THE FIRE ALARM DETC:�CTOR SHALL BE INSTALLED IN ACCORDANCE BE ARC-FAULT CIRCUIT USE AN ALUMINUM ANTIOXIDANT ON ALL ALUMINUM CONNECTI S. 3: 0 10� I
I' ,�� �J�i I $D I 1 2 CONDUCTQfRS, 2 SHORT TICKS (PHASE), GROUND NOT HALLWAY ELECTRICAL OUTLETS SHALL ON <
It, t �1 ,i I
1, 1, I I� ,i �, - (n 0
I - Ill I 1. � SHOWN D_
11 J�,iP � I ii�j �� I'll 3 - 3-WAY WITH NFPA 72, CHAPTER 2. THE DETECTORS SHALL BE WIRED INTERRUPTER (AFCI) PROTECTED IN ACCQ)RDANCE WITH NEC ARTICLE DO NOT SPLICE ALUMINUM AND COPPER CONDUCTORS TOGETHER.
11 ,;�j 1- r I� I y I
" ,,�� I � i � � I j
I , I, 11' ' i I I ''! � ;,I T - TIMER SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF 0 co 0 LL_ I
, 11, I I I� jj , I i 210.12. 1
� '? II� ':, � i � I I I 11 2 CONDUCTOjRS, 1 LONG TICK (NEUTRAL) 1 SHORT TICK ALLOW FOR DISTANCES UP TO 150'. WIRE THAT IS TO BE BUqIED T_
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cl I fL, " ,I ! , , , I i
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I I, � "I I 1, ,, 1,- it I � , THE ALARMS IN THE UNIT. EACH SMOKE ALARM SHALL BE R UNDERGROUND USE. -3
ll 'I 1�j 1 I I ,�!-I I I I: T SHOWN 9. ALL ELECTRICAL OUTLETS SHALL BE INSTFALLED SO THAT NO POINT :2
!i I,I i'L�I,'��I ilir , I '' 'il,' I ,
� III , li'�155; ,I I I "'! , I' t li, , f j . � INTO THE DWELLING'S AC ELECTRICAL
III , i, Nil) I -
ll�I I-A, lijf�i I 01�,I-1 t I l: I UNSWITCHED, HARDWIMED 'LOOR LINE IN ANY WALL
I I, l� I RECEPTACLE, SPECIAL PURPOSE OUTLET, 25OV, 2-POLE, MEASURED HORIZONTALLY ALONG THE IF 18. THE SERVICE EQUIPMENT MUST BE GROUNDED IN ACCORDANCE .WITH �
I � 11 1�111,g 11, 1 i; , 7 !j�4, I-,I � � '' Ij , ! =0 SOURCE AND SHALL [BE EQUIPPED WITH A MONITORED BATTERY SPACE IS MORE THAN 6' FROM A � �
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,�ifii�i I Jill. I "'i ,'I, 'A � 1,
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: 'v"� : �',��l' il,w t � 3-WIRE. COORDINATE AMPERAGE AND NEMA CONFIGURATION @ SMOKE DETECTOR, PHOTOELECTRIC, MULTIPLE/SINGLE STATION, BACKUP. AFCI PROTECJTED. RECEPTACLE OUTLET, IN ARTICLE 250 OF THE NEC, WHICH IN GENERAL SAYS THAT THE
I j li� 1,
, �,�I, 111, I :�,iil 120VAC
� �11� ,�VA, ll�` I 11 I I �,P ,,� , 1 , � I
I ,�,'I;�p �i 1,� ; 'I � l� ''L I L�i' , WITH EQUIPMENT PLUG CONFIGURATION ACCORDANCE WITH NEC ARTICLE 210.52. RKED WHITE OR GRAY AND MUST BE BONOED I
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1 vil 11 I I 1'�� 11� �, , ;
1,iii I, I'! � � I)", i lli, 0, ! 'I i - M MAINTAIN (NEC 110.26(A)�) REQUIRED WORKING CLEARANCES FOR 10. LOW VOLTAGE TRANSFORMER SHALL BE RATED 300 WATTS, TO THE SERVICE ENCLOSURE AND THE GROUNDING ELECTRODE I
'i, I I . 4�f , I I LE OUTLET, 125VAC, 15A OR 20A, NEMA [TV1 CATV OUTLET, (1) TV F-CONNECTOR AND (1) RJ-45 I
L I ,� 'I� l� i 111 _:ff 12OV:12V, WEATHER PROOF, WITH INTEGRAL TIMER, UNLESS SYSTEM DEFINED IN 250 NEC. THE MAIN SERVICE EQUIPMENT �
11 7 ii, � , i PANELS. SEE NOTE #16. 1
1 , I
11
,
� I I ! i�, , I -15R OR 5-20R, WALL MOUNTED
� � d, I :i[ 11 � � 5 PROVIDE (1) IRG-6 COAXIAL CABLE AND (1) CAT 5E CABLE'
� '[11j, tj. � li�], , ll� I I . OTHERWISE NOTED. TRANSFORMER SHALjL BE MANUFACTURED BY PANEL WILL BE MOUNTED EITHER OUTSIDE OR INSIDE THE DWELLIING
I !I I �, !, I
111 I J �11 11 I � I ', - AC - ABOVE COUNTER, 12" (20" MAX) TO CONNECTIQ)N POINTS.
, 111� � I ��i , 1, I� I . CD ALL DWELLING UNIT RECEPTACLES RATED 15A, 20A, 125V SHALL BE COOPER "LUMIERE", INTERMATIC, FOCUS, kICHLER OR EQUAL. AS NEAR AS POSSIBLE TO THE POINT OF ENTRANCE OF THE
I � 111 � ,1�1 1 ,it 1, �j ;
1, I ! I I AFI - ARC-FAULT CIRCUIT INTERRUPTER PROTECTED I
i I k" L & I'�'t 11 � ACCORDANCE WITH NEC 406.1 1. RS TO THE BUILDING. IF THE PANEL IS IN91DE
Ili jl,�, ,4�) , i I i 11 ,I I TAMPER RESISTANT TYPE 14
'i i I!"t �11 i� , ,,�� I I I I GFI - GROUND-FAULT CIRCUIT INTERRUPTER ER PUSHBUTTON STATION 11. WEATHER PROOF RE L BE CLEAR "IN USE" THERE MUST BE A MEANS OF OUTSIDE DISCONNECT. SER\AIC
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t ,�,_;�! �11111 .1 I I !1_1 I , I
,
1�ili," F ��i 1 i I : ,.� � PROTECTED =) PROVIDE DIMMER SWITCHE% 60OW OR 1 OOOW BASED ON LOAD TO EQUIPMENT AND ELECTRICAL PANELS MUST HAVE A CLEAR AREA 30"
[ �0 I . i
,:i Jill - 1'� I fl,I:: l��:!I I 1� I BE CONTROLLED. PROVIDE IMATCHNG SCREWLESS WALLPLATES,
I �004 I I! WIDE AND 36" DEEP IN FRONT. PANELS ARE NOT ALLOWED IN I
qi�'!IiiV,% I�: , 12. PROVIDE IN WALL TIMER SWITCHES FOR THE BATHROOM EXHAUST
� 1,11, I '' � 1, � I I
I,
. :f'!1 il� . j� �� . � I 11 cair �oon n1or\e)xjt IdAecfoR THtE PLANS. TYPICAL. VERIFY LOAD PRIOR TO
1"ih,i 1�li r; I ,I ,,, I I� ,I =* DUPLEX RECEPTACLE OUTLET, GFCI, 125VAC, 15A OR 20A, FANS. 120 V, 20 A, 1 HP, AS MANUFACTURED BY PASS & CLOTHES CLOSETS OR BATHROOMS. THE BOND SCREW MUST BE
f, "i� 11
.11 ,� 1�1, "P.
,�� I �ij I � I , � � I INSTALLATION. LUTRON COW,TROLS. GET OWNER APPROVAL OF FINISH. AND
I
� �;�,,,! I I NEMA 5-15R, WALL MOUNTED (OR EQUIVALENT. VERIFY
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'0 i: -;v-1 z-
� � ilt ,I I Ili " '' , ,I I SEYMOUR LEGRAND MODEL # 97130, GREEN IN COLOR. IN THE MAIN SERVICE PANEL, THE NEUTRAL
I ,� I , (Do tr� 41 EQUIPMENT-GROUN DING CONDUCTORS ARE BONDED TOGETHER. I A
���,il�, �',,llt,316q� � I , '14, 1 1 TYPICAL.
,Ill� J 1�11"NlI1,4" "i , ! COLOR WITH OWNER/ARCHITECT. 14 �
Vij�,�lPjlt��l J, I t�jq g I � �,�,�o I I 40M i
; I Ill I I , �,, I I I I I '' SUB-PANEL, THE NEUTRAL CONDUCTORS MUST BE ISOLATED FR
, � I,, i , . I(= PROVIDE WALLBOX AUTOMAITIC TIMER SWITCH AS MANUFACTURED BY -kl) BRANCH CIRCUITS FOR
41 il�tlll''' I , lit"'I.J.", ,_ 1 It, , 13. PROVIDE A MINIMUM OF (2) 20A DEDICA THE EQUIPMENT GROUNDING CONDUCTORS. A WATER BOND IS
4I'Alt � ij 1011 0 ii!v t: I : 11 i ;I � I
It , Aill !1[�vc� �, I I " INTERMATIC MODEL #SS7C, OR EQUAL; FOR CONTROL OF EXTERIOR SMALL APPLIANCE OUTLETS ALONG THE KKITCHEN COUNTER TOP, IN
I If I P , I I I 11 I I I REQUIRED FOR THE MAIN SERVICE PANEL. ADDITIONAL BONDIING
�,, ,� ,,��i"�,�,,`�, �
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,i,��;, 1,11,I"�I ,� �i 1� � �� I , :� I I I �, I I , - - - LIGHT FIXTURES. ACCORDANCE WITH NEC 210.52(B). NO (bTHER OUTLETS SHALL BE MUST INCLUDE BOTH HOT AND COLD WATER SYSTEMS, GAS PIPING, �
�,', . , � I
ill t1i": I I ,,, I �
ilf V ��",Ii,'f�" ;iiill!f,',1 i , I � r, I LIGHT CONNECTED TO THESE CIRCUITS. THE MN'XIMUM HEIGHT ABOVE THE AND ANYTHING ELSE CAPABLE OF BECOMING ENERGIZED. BONIDS I
it II �!I�� I 1 I �
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,� I ,I,ii�j,� �,� � , (a:) PROVIDE WALL SWITCH PA§GIVE INFRARED (PIR) OCCUPANCY SENSOR. -INCHES.
i'j. �" I , � -ti, , (LINE VOLTA(�E) FIXTURE(S) COUNTER SHALL NOT EXCEED 20
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1
1A i 11� I �i fRON (DECORA STYLE), OR APPROVED
� 1,I 1,1 ii�, T�,� il r AMP.
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�I�ll, t,I, , 14. INSTALL ELECTRICAL RECEPTACLE OUTLET
dli3O,,i�. � 11 11�1�,ii I� I I I� ,,, ,'' t I I Mi EQUAL. .rS ALONG KITCHEN WALL
" 11, I 11 , � 1 ''o V, , I 11 . I H THAT NO POINT ALONG THE WALL LINE IS WIMING
, ,
i )11�1,,,'111 :I ll,10`0$ � �Iil 11 I�1, 'I � 1 19. TYPE NM CABLE (ROMEX) IS THE MOST WIDELY USED
�ij"!vi l �l�l� � �� � � It �� I I ; $T ROL SMITCH WITH "HI-MED-LO-OFF" SETTINGS. MORE THAN 2' MEASURED HORIZONTALILY FROM A RECEPTACLE METHOD USED IN RESIDENTIAL DWELLINGS. NM CABLE MUST HAVE I
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,I 'I ,I 'i,�� I f � 'i' ' 11 11 r, I . OUTLET IN THAT SPACE, IN ACCORDA4NCE WITH NEC ARTICLE 90-DEGREE CONDUCTOR INSULATION RATING, WHICH IS DESIGNATED ��
I 11
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"1,11"4 1" I� Ii"6""i LINE NEUTRAL i
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c Il ,,It ii 11 I [ t "I 210.52(B). AT ISLAND COUNTER SFPACES, AT LEAST ONE ON THE CABLE SHEATH BY A "I TYPE NM-B, #12 AND #14 IS
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'i�Ill 1'i il I _ �, I I !� I I .. RECEPTACLE OUTLET SHALL BE INSTALLQ) AT LONG DIMENSION OF USED FOR LIGHTING AND RECEPTACLE CIRCUITS, WHILE #10/2 IS
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i"Lj�I I AT LEAST 24" AND SHORT DIMENSION OF AT LEAST 12". USED FOR ELECTRIC WATER HEATERS, #10/3 WITH GROUND F,_OR
ki f � , , 'it ,, I 0 WALL MOUNTED IN PLACE' I d
�il�,:t�1, v I)1- ' 1, I , .I I , 000 ELECTRICAL DRYERS, COOKTOPS NEED #8/3 WITH GROUND AND) # � I
illli� . �r;1,�, I . " " 4 I I 11 =8 000 OF A MANUAL SWITCH 15. ONE 20A BRANCH CIRCUIT MUST BE PRVj'VIDED FOR THE LAUNDRY
�V - '�111!�il � k I �,�� ,� I'�� , ,, ,.. - . C=9 1 1 1 1
"" 'jj��"L�I;i I , = ROOM. THIS CIRCUIT IS LIMITED TO If 6/3 WITH GROUND FOR RANGES AND WALL MOUNTED OVENS.
r"11i't'',11`4%41.�i'l 1 i�,`,` I ' ' , , ,; I - __.1 RECEPTACLES WITHIN THE RANGES AND CLOTHES DRYERS MUST BE WIRED WITH FOUR WIMS.
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��",�,'j."`;"�L� �!� I I I .1 � , � ,� I � I I ME SWITCH - (a LAUNDRY ROOM. NO OTHER OUTLETS OR [LIGHTS ARE PERMITTED ON
`�,�j�I,1�4W I�,' , I'll I �� , � I - -- -LI �1� THIS CIRCUIT, IN ACCORDANCE WITH NEC 'ARTICLE 210.52(B).
r i I � FOUR CONDUCTOR RA PTACLES MUST BE USIED.
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k, ''�I, I , i ,.�,, ,,�� , I (
;�%i � [ ":�, -D THESE CABLES MUST BE PROTECTED BY OVERCURRENT DEVICES
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;111", iI "�, t ,, , '� �� 1.
li';!�,"'J , � "I I i ! I I, i � i � EXTERIOR 16. ALL SERVICE EQUIPMENT AND ELECTRICA4 (CIRCUIT BREAKERS) WHICH DO NOT EXCEED THE RATED AMP I
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, nl�_; 'I kI i I I I .L PANELS SHALL HAVE A
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R �I I i I I �� LIGHTS I
I : - ,� � ;, I 1 � MINIMUM CLEAR AREA 30" WIDE AND 31l DEEP IN FRONT. THIS I
: f ", 't I � ts CAPACITIES FOR CABLE TYPES LISTED BELOW. ALL CABLES MUST 0
,
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I I I � , � , INCLUDE A GROUND CONDUCTOR. 11
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i,�� I i I 1�,-� 2 � � . CLEAR AREA MUST EXTEND FROM FLO(bR z af
� ljj' � 'I.L j,j, �I � I 1 �, i 1, 1 1 TO CEILING WITH NO I
I � i, �, i 11 11 �' 11 � I WALL BOX OCCUPANCY SENSOR 0
111,1�,Ijilt,!,�,�, ; �,l 11� I
�1 �f i� -1 I�;, tlji�ilij 11 I I INTRUSIONS FROM OTHER EQUIPMENT,, CABINETS, COUNTERS, L _j
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,., I ly .:1,,"I I I I I , 11 , APPLIANCES, ETC. ELECTRICAL PAI'l ARE NOT ALLOWED IN
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003 , . ::Ili DETAIL R BATHROOMS.
I �ni I$ 1i EXTERIOR LIGHTING CONTROL DETAIL r
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I � �,ijl CAI 9 , 'I I � I SCALE: NONE SCALE: NONE 60A FOR #6 AWG ui� n 11
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� v'�j 1 � ,i , I, .1� I!lq:� � I � I � 11 TYPE NM CABLE MUST BE STAPLED WITHIN 12" OF METAL BOaS, [_ I,
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11 � �',,�, , , . If 1 ,�:iij I I "I , I 1, . UTILIZING APPROVED CONNECTORS, WITHIN 8" OF PLASTIC BO%ES
I 41 I �� I, I I I
i ii" � r. 'L� 1. I I I AND EVERY 4-1/2' THEREAF7ER. PROPER CONNECTORS MUST BE :5
�. LIGHTING FIXTURE SCHEDULE �
' ' 112 :11 I
I I V p i
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: �j P ,!:_��, W 11 I j I 11 1� I I ii
4 :1", . � q I'. I jl� I USED WHERE NM CABLES ENTER METAL CABINETS OR PAIl
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l�i .!I I, ,- i I I I 1�� I i: 1,i i, li� 1 I BOXES. �
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il, �,�I,v,� Q:� i__ �� ,
It, j i� 7� 1 ' 'i 11 ,f �` i!!,�P,i I I , i I I �! 7,! � ' WHEN TYPE NM CABLE IS INSTALLED TO FRAMING MEMBERS, IT bi
�, i, 1� I , ;� ' V I
I
I�Ili I I Ki,�,,�� Il A il I I ANUFACTURER OLTS MTG. HEIIGHT bi
i�� � 1i j :1 I I I � TYPE M
. I SHALL BE LOCATED AT LEAST 1-1/4" FROM THE NEAREST ED)GE
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,�� ",I,,"'J", 4 �i 11 l�1�, I ;I"
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�-L ,� I �, , 'i", "I I � I i OF THE FRAMING MEMBER WHERE NAILS OR SCREWS I
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4�4116 dU I I il'!, ��, �i :� : BY OWNER -_ -_ 1 120V SURFACE MTD DECK LIGHTS . IF THIS DISTANCE CANNOT BE MAINTAIWD, U)
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I,� ll, �, Ili[.
�11:, I 1 [� 14 I I A =
11� - 1�j, � h , I I—, � � I I __ THE CABLE SHALL BE PROTECTED BY A STEEL PLATE OR SLEEVE _r
� l 1,� 11,
rl�ll ril'I"'i 11.111 I �1 1r: I li , I I
,J ,;!I i� ;, � JP I Iii-
ll I I��l I P5223-31WB 13W/ T5 1 12V WALL AT LEAST 1/1 6" THICK. I
illij,li I , 1�1,i 11 1, I k I :1 1 I I . B 48" ABOVE STAIR/ 18" ABOVE DECK/ PROVIDE LV XFMR U 0 1 1
1 ,� � - -
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11 I r.111 I I I I I I I ! i I T_
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i ! i I , P3911 26W CFL 2 120V CEILING MTD. CEILING MOUNT
ki� li: �1, C �
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�,i)'!',�,�tl,! I I 11 �Ii� ,i:,r !� _� I I - 0 GARAGE 20. CEILING MOUNTED PADDLE FANS WEIGHTING 35 POUNDS OR MORE
�11�il', 4,�1� v�� I � �Vl -1 11 !I" 11 - N
il 1�:�10 i 11 14 It! ,, , I 1;,��� I I MUST BE SUPPORTED BY OUTLET BOXES IDENTIFIED FOR SLACH r1_
I ,,I , I � USE. BOXES FOR THIS USE MUST BE OF UL LISTED "FAN" n I
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,
, 11; il i �,
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�ij� 1i "�,� il I �� I i D TEKA BWM-2146/ NATURAL 75W PAR 30 1 120V FE MOUNT 72" AFF CENTERED ON GARAGE DOOR � I
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14��II,i , ti ,I,I ,, i i , KICHLER LIGHTING 1 12V GRADE LANDSCAPING LIGHT/ PROVIDE LV XFMR I
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STEP 1 Article 220.12 and 14 (a) & (b)
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1 Laundry circuit 1,500 FLORIDA FE NO.59813 FLORIDA COA NO.25911
F: 904-807-6550
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0 Jacuzzi Tub 0
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0 Sprinkler Pump 0 Min. Feder Size 350 AWG MCB
0 LL_
00
0 ! 0 Well Pump #4 AWG SAN
Min. Neutral Size
0
Steam Gen. 10,000 Eq. Ground Cond. #3 AWG
1,500 Copper
Garage Door Isor—UG
PANEL, 400A
Pool Equip. Panel 0 100% Demand
120/24OV, 10,
awl
3W, MCB, NEMA 1
T�ptal Appliance Load 66,790
STEP 4 Article 220.54 4 or more demand 0 75% plus 11(00% demand loads 52,968 1#3 CU GND AND
5 "X10'L CU GND
/8
ROD, PER NEC 250
(2) Electric Clothes W/D1 5 000] VA
.................... ........................ ............ ...................................
STEP 5 Article 220.55
Electric Ranges
12,000] Cal A. demand 8,0001 watts
3"C TO UTILITY CO.
Fit
Il Number of appliances
EASMENT/POLE
Cooktop 0 Cal C demand
Cooktop Cal C demand
1#3 CU GND AND
U
Overl 0 Cal C demand
5/8"X10'L CU GND
overl Cal C demand
ROD, PER NEC 250
urn er o app ances Dem. Factor
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Cooktop & Oven Demand Load 0 watts
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COLD WATER PIPE T 1904 807 6512
AIFF ABOVE FINISHED FLOOR
F 1904 807 6550
MECHANICAL ENGINEER
1 IN THE MEPARATION OF THESE PLANS, THE ENGINEER HAS USED CERTAIN B, U BRITISH THERMAL UNIT
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPLACE ANY JULIUS E HARDEN,PE WWW.OHMEGAGROUP.COM
ABBREVIA71ONS, CONVENTIONS, AND SYMBOLS, THE MEANING OF MICH ARE HOT WATER PIPE
CONN CONNECTION ITEM OR EQUIPMENT DAMAGED DURING DEMOUTION. ANY FLORIDA PE NO,68229 FLORIDA COA NO.25911
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ILLUSTRNTED AND EXPLAINED WITHIN THE LEGEND.
ITEM OR EQUIPMENT THAT IS REMOVED TO FACILITATE THE
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ti SOIL OR WASTE PIPE C, I COLD WATER
0 1 il, I
it ED EQUIPMENT DRAIN DEMOUTION SHALL BE REINSTALLED BACK TO ITS ORIGINAL ENGINEERING TECHNoXOGY ENERGY
t 2. PLANS AIRE DIAGRAMMATIC ONLY. THEY ARE INTENDED TO INDICATE CAPACITY,
CONDITION. PATCH ALL OPENINGS IN FLOOR, CEIUNGS, AND
SIZE, LOCATION, DIRECTION AND GENERAL ARRANGEMENT, BUT NOT EXACT VENT IPIPE EX EXISTING
WALLS MADE IN ADJACENT AREAS THAT ARE NOT BEING
DETAILS OF CONSTRUCTION. THE FACT THAT ONLY CERTAIN FEATURES OF THE FL FLOOR
DEMOLISHED.
INSTALLXTION ARE INDICATED MUST NOT BE TAKEN TO MEAN THAT OTHER 10 TURNIE-I�D Up FU FIXTURE UNIT
REQD.
FEATUR06 WILL NOT BE GCO GENERAL CONTRACTOR 2. EXISTING SERVICES ARE BASED ON ORIGINAL DRAWINGS AND
TURNEI LIMITED FIELD WORK. CONTRACTOR SHALL VERIFY EXISTING <
-4) DOWN DM
it GI GALLONS PER MINUTE
3. COORDINATE WITH THE OTHER TRADES TO INSURE THAT EACH TRADE SHALL SERVICES PRIOR TO TIE-IN.
it 0
HAVE SLAFFICIENT SPACE TO INSTALL THEIR EQUIPMENT (DUCTWORK, PIPING, HW HOT WATER
TEE, OUTLET DOWN 0
lit ELECTRICAL WORK, ETC.). IN INCHES 3. CONTRACTOR SHALL COORDINATE WITH OWNER TO SCHEDULE ANY
U11UTY SHUTDOWNS. PROVIDE TEMPORARY CONNECTIONS AS
TEE, OUTLET UP 11:14
--(D-- MIN MINIMUM
ui 0
4. ONCE THE PIPING HAS ENTERED EACH UNIT FROM BELOW THE FLOOR SLAB, REQUIRED TO MAINTAIN ALL NECESSARY SERVICES.
till PLUMBING CONTRACTOR LLJ 0 o
PIPING VALL BE RUN ABOVE THE CEILING IN EACH UNIT UNLESS NOTED OR PC
T&P— TEMPERATURE AND PRESSURE 0
SAN ORS SANITARY
f INDICATED OTHERWISE. 4. IF REQUIRED, CONTRACTOR SHALL COORDINATE WITH OWNER
RELIEP DRAIN PIPING 04
V VENT Lo 0)
TO DETERMINE THE SALVAGE VALUE OF DEMOLISHED ITEMS.
5. VERIFY VTR VENT TO ROOF RECYCLABLE ITEMS WITHOUT SALVAGE VALUE SHALL BE
Aii DIMENSIONS FROM ARCHITECTURAL PLANS AND FIELD DIMENSIONS. _5
EMERQENCY DRAIN PAN PIPING
ED
PRESENTED TO RECYCLING FACILITY.
It WTR WATER
-IS AND DROPS IN PIPING ARE NOT NECESSARILY SHOW. 0 <
RISE-
6. ALL GATE < Lu 0)
'VALVE W WITH
5. DURING DEMOUTION OF PIPING, CONTRACTOR SHALL INSPECT
Ld
7. PROVIDE STOP OR ANGLE VALVES ON EACH WATER CONNEC11ON TO EACH W/o WITHOUT PIPING FOR OVERALL APPEARANCE. IF PIPING IS DEEMED
PLUMBING FIXTURE. PRESSJURE RELIEF VALVE W WASTE UNSATISFACTORY THEN A RECOMMENDATION SHALL BE z
V) 0
PROVIDED TO THE ARCHITECT AND ENGINEER.
DN DOWN <
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8. PROVIDE ALL STRUCTURAL MEMBERS, SUPPORT BRACKETS, FLASHING,
HW HOT WATER
13ALL VALVE U) (If <
REQUIRED TO INSTALL A COMPLETE SYSTEM. WR
HARDWAKtE, ETC 0 (If
H HOT WATER RETURN Z
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I , I CID CLEANOUT
CHROME PLATED ESCUTCHEON PLATES AT ALL EXPOSED WALL PLUMINING FIXTURE
9. PROVIDE FIXTURE
flONS AND CLG. PENETRATIONS. DESIGINATION (UNDERLINED) wCo WALL CLEANOUT uj ui
PENETRAI <
_j of
10. PROVIDE CLEANOUTS ON SANITARY LINES AND CONDENSATE DRAIN UNES AS HOT WATER RETURN PIPE
> <
REQUIRED BY CODE.
Ld L.Li z
GENERAL SYMBOLS < 3: 0 E
11. PROVIDE ACCESS PANELS FOR ALL SHUT-OFF VALVES LOCATED ABOVE GYP. EXISTIN00 COLD WATER
0
BOARD MILINGS. COORDINATE NTH G.C..
ETAIL NO. 0 00 0 U-
EXISTIN(G HOT WATER PLAN OR D
SHEET NUMBER
KEYED NOTE NUMBER
EXISTINZ HOT WATER RETURN
I TO EXISTING
CONNEQ,
REVISION NUMBER
VACUUM
BUILDING NORTH ARROW
COMPRE-!SSED AIR
.................
NITROU% OXIDE ....................................
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OXYGEN,
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NITROGIEN
EXISTINfG SOIL OR WASTE PIPE
EXISTI% VENT PIPE
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...........................
..............
ILPIPE MATERIAL LIST: .........
...........
INSULATE HOT WATER
111, SANITARY, WASTE, AND VENT PIPING: FITTINGS SHALL BE LONG RADIUS FITTINGS,
EXCEPT FITTIINGS IN VENT PIPING MAY BE SHORT RADIUS FITTINGS. CONTRACTOR CONNEC11ON TO SINK
INSULATE COLD WATER
0 TIONS:
P CONNEC11ON TO SINK.
A. BELOW GRADE: CAST IRON, ASTM A74, STANDARD, SINGLE HUB, COATED.
Lj_j
B. ABOVE GRADE: CAST IRON, NO HUB, CISPI STANDARD 301. 0
MOUNT INSTANTANEOUS
it C. ABOVE AND BELOW GRADE: PVC, SCHEDULE 40, MEETING ASTM D1785. WATER HEATER AS NOTED ON SINGLE POINT COW
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WATER SUPPLY CONNECTION.
PLANS.
DOMESTIC WATER PIPING CONTRACTORS OP71ONS:
0
A. BELOW GRADE: TYPE K, COATED WITH COAL TAR SHELLAC.
jj I PROVIDE OFFSET TAILPIECE INSULATE TRAP
B. ABOVE GRADE: TYPE L.
OUTLET & HW SUPPLY TO MEET A.D.A..
',!Ill 1 1/4": CPVC MEETING ASTM D2846. Lij U-
C. ABOVE AND BELOW GRADE UP TO
D. ABOVE AND BELOW GRADE 1 1/2" AND LARGER: CPVC SCHEDULE 80 MEETING ASTM DF441 AND ASTM F439.
t E. EXTERIOR DOMES11C WATER PIPING: PVC, SCHEDULE 40 MEETING ASTM D1785.
..........
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LELUMBING TESTING AND DISINFECTING:
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1. TESTING:
t A. SOIL, WASTE, VENT SYSTEM: z
1. TEMPORARILY PLUG ALL OUTLETS. <
2. FILL LINES WITH WATER TO THE ROOF LEVEL.
F-
<
3. ALLOW TO REMAIN FULL FOR 24 HOURS.
B. WATER SYSTEM: INSTANTANEOUS WAIER HEATER DETAIL
A
1. TEST AT 150 PERCENT OF DESIGN PRESSURE BUT NOT LESS THAN 100 PSIG.
NTS
uj
2. ALLOW PRESSURE TO REMAIN ON LINE FOR 24 HOURS.
C. REPAIR ALL DETECTABLE LEAKS IN PIPING SYSTEMS.
2. DISINFECTION OF DOMESTIC WATER SYSTEM:
V)
A. DISINFECT DOMESTIC WATER SYSTEM AFTER APPROVAL OF TEST RESULTS AND PIPING
i it
INSTALLATION BY BUILDING OMCIAL
B. PRIOR TO SUBSTANTIAL COMPLETION STERIUZE PIPING SYSTEM IN ACCORDANCE WITH LOCAL
0
PLUMBING CODE REQUIREMENTS.
C. DELIVER CERTIFICATION TO BUILDING OFFICIAL.
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THE OHMEGA GROUP
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1756 SILVER STREET
JACKSONVILLE,FLORIDA 32206
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T 1904 807 6512
MECHANICAL ENGI F 1904 807 6550
............ ---------------- .......................................... ............................. .......................
j. JULIUS E HARDEN,PE; WWW.OHMEGAGROUP.COM
FLORIDA COA NO.25911
FLORIDA PE NO.6822-
EXISTINIG fRAt.,IF
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. . .......... P-5A
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—P-5A To 5E PIP[ rO EXISTING WISANIT� tY
LOCATED ON PIPI BELOW FLOOR.
-T
T TO VERIFY E>ejN
LOCATION OF EXISTM
SANITAI 11RUR P-6
P-1
Lu z
P-4
UL
/2"CW TO EXISTNG 1/2"CW.
CONTRACTOR TO VERIFY r=XoACT
LOCATION OF EXISTING CW
If
PIPINSA. 1/2"CW TO NEW 15AIR SIW, AND
ICEMAKER LOCATED IN
-jfll� If P-2
ti I T. F!", , :Ill. 1 0 SUNRod". CONTRACTOR TO
LCnATE P-55
oi I I - Ill Lu
of LIZ P-2. SWOUN VERIFY EXACT LOCATION OF:
XI8TIWx 1/2"CW TO XISTING op
EXISTING CW PIPINII
rI>MW- C!Mpt!rRA TO WERE FOR CLARITY.
iz_ >
X oAACGo T L TION OF
EXIST CW PIPI`
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LL
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Ill, it 111 Ili - - - - - - -
1/211CW TO EXISTING 1/2111CW. 7z
P-1
if CONTRACTOR TO VERIFY EXACT
LOCATION OF EXISTING
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llf :d PIPING.
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Ill FOR. CLARITY.
UNDER P-2. SWOUN
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1114 llcl: I jl�
`-CW TO NEW FIXTURE.
r=XISTW4 1/2
CONTp4ACTc?R To VERIFY EXACT
f EXISTING CW
LOCA1qION
0
.............
...........................................................
A
if
PLUMISING3 NOTESS
1. EXISTING PLUM15INGs FIXTURES TO 5E REMOVE AS AND sr=pLAcEo wiTw NEW mx(TURIES.
'Iff A
AND VEN NG TEM
2. NEW PLUMBNCx FIXTURES TO COtl,1NECT TO EXISTINGG DOMESTIC WATER SANITAWY, T SYS
RA16ED FLANTEfR 5Y OWNEfR
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3,
..................................... .............. ..........
................ ............ -------
T
BING FIXTURE SCHEDULE
PLUM
CONNECTION SCHEDU&E
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DESIGNATION MANUFACTURER MODEL# FIXTURE DESCRIPTION WASTE VENT CW HW
"WELLWORTH" K-3422 14.5"'HIGH VITREOUS CHINA WATER CLOSET W/ELONGATED BOWL
411 Pit L R BE ELIE T LOW,CONSUMPTION FLUSH TANK(1.6 GPF)SEAT KOHLER MODEL
Lu
P-1 KOHLER BYOWNER ARCHITECT) K4Q%2 311 211 1/2"
fu
IF
DECIK MOUNTED LAVATORY SINGLE HOLE
VOX K2660-1 FAUCET WATERMARK BLUE MODEL CA 37-1.1 z
(COLOR TO BE SELECTED TRAIP- 1 1/4"CAST BRASS WITH C.O. PLUG
-2 BYOWNER ARCHITECT) 1/2"
P KOHLER SUPPLY 3/8"ANGLE-TYPE WITH STOPS 2" 11/411 1/2"
CERAMIC TILE SHOWER SHOWERHEAD VALVE-MOEN MODEL
P-3A 3125r-CP/97463 11/21l Lu
2" 1 1/2" 1/2"
"OVALE BATHTUB TUB04 BATMTUB FAUCET-FLOOR MOUNTED BATH FILLER-WATERMARK
i4
[,I (COLOR TO BE SELECTED BY MODAEL BLUE 37-8.3 WITH BUILT IN SINGLE LEVER MIXERL
P-3B LACAVA OWNER/ARCHITECT)
2" 11/2 /2" 1/211
K-3840-3 15"1 UNDERCOUNTER BAR SINK SELF RIMING THREE: HOLES; c1Q
(COLOR TO BE SELECTED BY FAUQET-WATERMARK 37-2-1 DUOSTRAINER K-8801 SUPPLY-3/8"
P-4 KOHLER OWNER/ARCHITECT ANGILE-TYPE WITH STOPS TRAP- 1 1/2"CAST BRASS WITH C.O. PLUG 211 1 1/2" 1/21' 1/2"
ELIEDICTRIC INSTANTANEOUS WATER HEATER
15 W(w, 240-1-60, 64 AMPS,40OF TEMP. RISE @ 2.5 GPM
P-5A EEMAX SS015240TC SET WATER TEMP. CONTROL TO 1100 F TO MEET A.D.A. 1/211 1/21'
ELEOCTRIC INSTANTANEOUS WATER HEATER
19 1111240-1-60, 80 AMPS,40*F TEMP. RISE @ 2.5 GPM
P-5B EEMAX SS019240TC SET WATER TEMP. CONTROL TO 1100 F TO MEET A.D.A. 1/2"
1/2"
ELENCTRIC INSTANTANEOUS WATER HEATER
15 K<W, 240-1-60, 64 AMPS,40OF TEMP. RISE @ 2.5 GPM
P-5C EEMAX SS015240TC SETr WATER TEMP. CONTROL TO 1100 F TO MEET A.D.A. 1/2" 1/211
P-6 ZURN Z-415 W/ TYPE "B" FLOOR DRAJN W/ 5" NICKALOY STRAINER TOP AND 3" OUTLET
WARY INLET nTTING FOR TRAP PRIMER CON14ECTION
STRAINER PROWE AUY 301 2ps
STEAIM GENERATOR
10.0 kw,240-1-60,46 AMPS DATE
P-7 THERMASOL PR0240 PROVIDE STEAM HEAD KIT 1/21'
02-24-12
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ABBREVIATIONS GENERAL NOTES
1756 SILVER STREET
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JACKSONVILLE,FLORIDA 32206
T 1904 807 6512 1 1
SPIN-IN WITH DAMPER-
A AMPERES FLEX. DUCT —SUPPORT DUCT WITH F 1904 807 6550
1 IN THE PREPARA71ON OF THESE PLANS, THE ENGINEER HAS SEAL WTH ADHESIVE
MECHANICAL ENGINEER
MAX. 6' LONG METAL STRAP & HANGAR
JULIUS E HARDEN,PE WWW.OHMEGAGROUP.COM
ABOVE FINISHED FLOOR USED CERTAIN ABBREVIATIONS, CONVENTIONS, AND SYMBOLS, WIRE FROM TRUSSES ABOVE
i� AFF
I'Al I THE MEANING OF WHICH ARE ILLUSTRATED AjND EXPLAINED SECURE DUCT WRAP TO FLEX R-6 FLEX DUCT FLORIDA PE NO.68229 FLORIDA COA NO.25911
WITHIN THE LEGEND.
DUCT WITH GLASS FABRIC
AHU AIR HANDLING UNIT
LOW PRESSURE INSURE GOOD RADIUS AND MASTIC OR DUCT SEALER ENGINEERING TECHINOLOGY ENERGY
2. PLANS ARE DIAGRAMMATIC ONLY. THEY ARE INTENDED TO DUCT- AT ELBOW SECURE FLEX TO BOOT W/ PANDUIT STRAP
BHP BRAKE HORSEPOWER
INDICATE CAPACITY� SIZE, LOCATION, DIRECTOON, AND GENERAL CAULK/SEAL SUPPLY BOOT
ARRANGEMENT, BUT NOT EXACT DETAILS OF CONSTRUCTION.
TISH THERMAL UNIT PER HOUR TO GYPSUM SHEATHING WITH
SEAL TO DIFFUSER NECK
BTUR BRI THE FACT THAT ONLY CERTAIN FEATURES OR THE
WITH ADHESIVE APPROPRIATE CAULK OR
INSTALLATION ARE INDICATED MUST NOT BE TAKEN TO MEAN
CUBIC FEET PER MINUTE
CFMI DUCT SEALER <
THAT OTHER FEATURES WILL NOT BE REQUIRED.
CL 0
Al,1
CLG CEILING 0
3. COORDINATE WITH THE OTHER TRADES TO INURE THAT EACH
CEILING SUPPLY GRILLE
SECURE DUCT WRAP TO GYPSUM
TRADE SHALL HAVE SUFFICIENT SPACE TO INtSTALL THEIR
CD CONDENSATE DRAIN SHEATHING WITH GLASS FABRIC C14
il PRE-INSULATED 0
EQUIPMENT (DUCTWORK, PIPING, ELECTRICAL WORK, ETC.)
AND MASTIC OR DUCT SEALER 0
CONDENSING UNIT SUPPLY BOOT Lli 0
CU 0
4. IN GENERAL, ALL PIPING AND DUCTWORK SHALL BE RUN IN RIGID DUCT WHEN 8' OF FLEX V) 00
THE CEILING SPACE UNLESS NOTED OR INDICATED OTHERWISE. DUCT WILL BE EXCEEDED IF
DRY BULB Lo 0)
DB
I�� NOT USED
5. VERIFY ALL DIMENSIONS FROM ARCHITECTURAIL PLANS AND MI STRAP TO TRUSSES ABOVE of
DN DOWN FIELD DIMENSIONS. CURVED-BLADE COILING C) <
SEAL WITH
< Lu
DIRECT EXPANSION ADHESIVE r-SLEAL METAL & FLEX DUCT SUPPLY GRILLE Ljj
DX 6. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE
DIMENSIONS. joINT NTH ADHESIVE z
f'i EA EXHAUST AIR LOW PRESSURE 0- V) < 0
DUCT- FLEX. DUCT TO CEILING DIFFUSER < 0
7. ALL RISES AND DROPS IN PIPING AND DUCTWORK MAY NOT
_j <
SEAL TO DIFFUSER NECK _j Y11
EF EXHAUST FAN 8. PROVIDE ALL STRUCTURAL MEMBERS, SUPPORT BRACKETS, -4 ---- -- - - - LL_ V)
fill "I" 11L,ji, SUPPLY B
EAT ENTERING AIR TEMPERATURE NECESSARILY HAVE BEEN SHOWN. CONTRACTOR TO VERIFY.
1 14 r2
DETAIL <
4
l "11 WITH ADHESIVE NTS
EL SYSTEM. 0 <
F
ELEVATION FLASHING, HARDWARE, ETC. REQUIRED TO INSNI-L. A COMPLETE
Li
CEILING SUPPLY GRILLE
EXHAUST DIFFUSERS AND REGISTER LOCA11ONS SHALL IBE COORDINATED
EXH 9. V) > <
WITH LIGHT FIXTURE AND OTHER CEILING DEVItE LOCATIONS.
EQUIP EQUIPMENT FIELD VERIFY.
�4 IJ DAMPER INSULATE RIGID DUCT
< 3: 0 5E
0 0
THICK, 3/4 PSF
W TH 1 1/2
DENSITY FIBERGLASS co _j
ESP EXTERNAL STATIC PRESSURE 10. MOUNT ALL THERMOSTATS AND/OR SENSORS 4 FEET ABOVE
iR. it if I �
DUCT WRAP WITH FOIL
FINISHED FLOOR, UNLESS OTHERWISE NOTED. <
-j
FB FILTER Box SCRIM VAPOR BARRIER
FD FIRE DAMPER
It MECHANICAL SYMBOLS LEGEND
JL
FLEX
FLEX IBLE
EXTERIOR
CONDENSING UNIT
WALL
FLEXIBLE DUCT' RUNOUT DETAIL
CEO CEILING SUPPLY DIFFUSER
FLR OR FL FLOOR
. ....... ...
NITS
CEILING RETURN GRILLE
FPI FINS PER INCH ... .........
.......... ....
FEET PER MINUTE
SEAL
FPM CEIUNG EXHAUST FAN
d::: :Imddj,
..... .......... WATERTIGHT FINISHED
i 60 MIN. OR AS ...... .... ....
k Ef
!�Aq I I I GALV GALVANIZED
j; ..... ...... WAL
0
RETURN/EXHAUST DUCT TURNING DOWN OTHERWISE NOTMED
....... ....
..... ....... ...... ..........
HP HORSEPOWER
�j ..... ..........
FLOOR
RETURN/EXHAUST DUCT TURNING UP GRADE
.... ..........
KW KILOWATT
................... .............
............ ......................
j ..............
SUPPLY DUCT TURNING DOWN
POUNDS . .................
. .............
,;��,`.,�....... ......... ..... r
LBS
'A z`
/I X`
SUPPLY DUCT TURNING UP
MAXIMUM x >�`/11x/`>1�- 1 11-
MAX
MBH THOUSAND BTU/H EXISTING DUCT
THK. CONIC. PAD AOUTE REFRIGMMT
...........
II BELOW GRADE
MFR MANUFACTURER RADE
TRANSFER OPENING IN WALL ABOVE CEILING
INSIDE PVC CONDUIT
3/8"0 x 3" LARGE
wit,
MINIMUM LAG SCREW WITH CAULK
MIN UC
UNDERCUT BELOW DOOR
—4— 3/4 L_/11 I 1.-: 1.11'...............
NUMBER (TYP OF 4) [FOOTING
NO.
OA OUTSIDE AIR SIDE WALL SUPPLY GRILLE
"II C;3 0 IN D E
�Y RA
RETURN AIR AND/OR ROOM AIR LE 41T DETAIL-
�1 !I,l,did"i NITS I
SIDE WALL RETURN GRIL
RTU ROOFTOP UNIT
<
A-12x 2
01 SA SUPPLY AIR AIR DEVICE TYPE AND SIZE of
200 CFM
Ij � '' 0
AIR FLOW CFM
TEMPERATURE
TEMP
LL_
THERMOSTAT
Typ TYPICAL
AT
UIC UNDERCUT <
wip ui
VD
MANUAL VOLUME DAMPER
VOLTS
z
140 DESIGN CRITERIA
V
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14
WB WET BULB
INDOOR CONDITIONS:
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ROUND
0
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01 ;J, SUMMER (COOLING):
IT
OPPOSED BLADE DAMPER 75-F 50X RH (30% - 60% RANGE)
OBD Ld
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LLJ
IT! SQFT SQUARE FEET
cn
68-F 50% RH (30% - 60% RANGE)
WINTER (HEATING):
SQ.IN. SQUAREINCHES
TRANSFER AIR DUCT
0
OUTDOOR CONDITIONS:
A!
GENERAL SYMBOLS SUMMER (COOLING):
957 db 777 wb (PER ASHRAE 2008 FUNDAMEWT� AL 1% STANDARDS)
lk jiii$I
WINTER (HEATING):
PLAN OR DETAIL NO. 32-F db (PER ASHRAE 2008 FUNDAMENTAL 99% sTrANDARDS)
SHEET NUMBER
li KEYED NOTE TO PLAN
I REVISION NUMBER
1 I'v� it I"
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I Tl`�� i I jj� �� I 1.01 5. BFqANCH TAKE-OFFS IN HIGH PRESSURE DUCT SHALL BE MADE NTH
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�11!��:, , �I��� �� � fll,:ir,ki� I� A. SCOPE OF WORK SHALL INCLUDE ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR T 1 904 807 6512 :
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I I 1 7, 1 Wii ,". 11, , t. AN ADDENDA SHALL BE ISSUED US 6. Lok CQJNICAL TAPS. LOW PRESSURE GLASS FIBER DUCTWORK: MITER ALL � :
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11 ,; � 11 1 , 1 I - 1 � , i 1 � 2.01 FSPUT SYSTEM HEAT PUMPS �
I �� �1 I : I I TT�: I 1 I ��iii i, ; i GAUGE GALVANIZED STEEL (OF SAME OR THICKER GAUGE THAN DUCTWORK PANEL IN 04 ALL SIDES OF ALL LONGITUDINAL SEAMS AND TRANSVERSE JOINTS. FLORIDA PE NO.68229
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" 11. I 1, j 1, 1: 1, iv�` A. GENERAL- FURNISH AND INSTALL SPUT�'SYSTEM HEAT PUMPS OF THE CAPACITY, MICH INSTALLED, WHICHEVER IS GREATER. MINIMUM SIZE SHALL BE AS LARGE AS PR40MDE ALL REINFORCEMENT, BRACING, SUSPENSION, WORKMANSHIP AND
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11 �j��J�� � �,,� A. CONTRACTOR SHALL VISIT THE SITE AND OBSERVE ALL EXISTING LOCAL OPERATING CHARACTERISTICS, AND ELECTRICAL CHARACTERIS11CS INDICATED ON IS COMPATIBLE WITH DUCT SIZE BUT IN NO CASE LESS THAN THE FOLLOWING COJNSTRUCTION DETAILS FOR THIS DUCTWORK AND ITS ACCESSORIES IN
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g 11 : i i I THE DRAWINGS AND' SPECIFIED HEREIN. (PROVIDE LARGER SIZES IF NECESSARY TO PERMIT PROPER ACCESS OPERATION): SVRICT ACCORD WITH THE MANUFACTURER'S RECOMMENDATIONS OR THE
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.I 11,i 1�, �, I : 1 � i �11 1;1�,.""� I :: It. MANUFACTURER: TRANE, CARRIER, OR LENNOX MAY BE SUBMITTED FOR APPROVAL MAXIMUM DUCT DIMENSIONS ACCESS DOOR SIZE SHIEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL
; 1 � i. 11i� .1, : 11 I i LT THEM FOR INSTRUCTIONS PERTAINING TO WORK PROVIDED THEY CONFORM TO ALL REQUIREMENTS OF THESE SPECIFICATIONS. 11n AND LESS MAXIMUM DUCT DIMENSIONS X 12" A%SoCIA-nON'S LATEST EDITION OF THE FIBROUS GLASS DUCT CONSTRUCTION
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� 1, � I F�, � li I I I ! A. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPEC11ONS COMPRESSOR. THE CONTRACTOR SHALL WARRANT EACH SYSTEM IN ITS ENTIRETY FOR DOORS SHALL BE PROVIDED WTH HAND OPERATED ADJUSTABLE TENSION CATCHES
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1 '� ; � i li l� .1 I i � FURNISH AND INSTALL MECHANICAL SYSTEMS TO MEET ALL CURRENT BONDERIZED AND FINISHED WTH BAKED ENAMEL. THE VARIABLE-SPEED FAN MOTOR AS SPECIFIED HEREIN FOR A COMPLETE AND OPERABLE SYSTEM FREE FROM DRAFTS TAIPED JOINT. STAPLES SHALL BE IN PAIRS WTH ONE STAPLE ON EACH Ljj � 0 0
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I :1 ,� I �� I 'I i, � I J REQUIREMENTS OF NATIONAL, STATE AND MUNICIPAL CODES, RULES SHALL BE FACTORY LUBRICATED, HAVE INTERNAL OVERLOAD PROTECT10N AND BE
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1. �11 � '' !i l"i 1� � �� � AND EXCESSIVE NOISE. SI1bE OF THE JOINT INTERFACE AND NTH A DISTANCE BETWEEN STAPLE I_ Z) 7 0 I
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I� � I I� 4 1 A. MATERIAL UST: WITHIN TWENTY (20) DAYS OF AWARD OF CONTRACT, GALVANIZED STEEL, BONDERIZED AND FINISHED WITH BAKED ENAMEL ItN W.G. STATIC PRESSURE UNLESS OTHERWISE INDICATED. 0 p
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:i I � I�i: i I! i ,I J I 1. CONTRACTOR SHALL SUBMIT WTHIN 30-DAYS AFTER AWARD OF FINISHED NTH BAKED ENAMEL THE UNIT SHALL BE DESIGNED AND TESTED FOR USE IPAILEY. MANUFACTURERS MODEL NUMBERS INDICATED ARE EXAMPLES OF PRODUCTS Lij 63 z 0 1
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, i �L��i��'j � I i CONTAIN OUTLINE DIMENSIONS, OPERATING CLEARANCES, INSTALLATION, - 6. 0 00 0 LL_ I
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� � : i , i i:,� "I � � I HIS OPINION, DO NOT PRESENT AN ORDERLY AND REASONABLY NEAT AND WADE ITEMS PRODUCED BY THE MANUFACTURER OF THE AIR DISTRIBUTION
l I � ] � � I , i I ii` , � i i
I I ''I 1 '4 !�, , � WORKMANLIKE APPEARANCE, PROVIDED SUCH AN ORDERLY INSTALLATION
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i I � , i � 11 i i, � � � CAN BE MADE USING CUSTOMARY TRADE METHODS. REMOVAL AND AND HAVE INTERNAL HIGH PRESSURE PROTECTION. DtEVICE.
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ill , � . i ; l 5. CONTROLS: SHALL BE FACTORY WIRED AND LOCATED IN A READILY ACCESSIBLE PART ,� - EXECUTION
1p�1 1 � ' 'L ijl�� �, 1, , I :
111, .11 I � � i- 11 i I ii �i'i I ! � i REPLACEMENT SHALL BE DONE MEN DIRECTED IN WRITING BY ENGINEER
!� I; '' . I : ! LOCATION ON UNIT SWING-OUT SERVICE DOOR. CONTROLS AND PROTECTIVE DEVICE
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i I 1 1i � I �� NTRACTOR'S EXPENSE AND WITHOUT ADDITIONAL EXPENSE TO . SHALL INCLUDE A UQUID LINE LOW-PRESSURE SWITCH, SUCTION LINE ACCUMULATOR
I ��il I i;l I� , 3.01 MLETAL DUCTWORK
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ji i l�� 1 1 I! ; Ao APPLICATION: SELECT METAL DUCT FOR EXHAUST AND OUTSIDE AIR DUCTWORK.
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i p ,,� . i I � EVICE. AN AUTOMATIC DEFROST CONTROL SHALL BE
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i ! � � I�I � , I 1,i i , 3. APPROVAL GRANTED ON SHOP DRAWINGS IS RENDERED AS A SERVICE ONLY B.. SEAM AND JOINT SEALING: SEAL ALL TRANSVERSE JOINTS AND LONGITUDINAL SEAMS.
. I � �', � � ' ' I t�",,"! i i ! I
i I i � � �I ,I I� , 1 i ! , i I SH DEFROSTING (ONLY IF COIL TEMPERATURES) EVERY 90
� i � � i I I i��i ;�, I � � AND SHALL NOT BE CONSIDERED AS GUARANTEE OF MEASUREMENTS OF BUILDING I
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� . �, �1� I 1 �;, 1"Ll MINUTES SATURATED SUCTION TEMPERATURE INDICATES FREEZING FOR A PERIOD OF 3.02 AIIR DISTRIBTION SYSTEMS
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� I I I � 1 , i ,I i ji I I i : i CONDITIONS; NOR SHALL IT BE CONSTRUED AS RELIEVING THE MECHANICAL
� 'i : �1 ! NOT MORE THAN 10 MINUTES. CONTROL WRING TERMINAL BOARD SHALL BE A. GLENERAL. CONSTRUCT ALL DUCTWORK AND ACCESSORIES IN ACCORDANCE NTH LATEST
� � � I I, I! I � 1 1 :
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I .� , �i�i ,� . 1 1 1�I I 4 i I-,� � � I I , i DESIGNED TO MATCH INDOOR UNIT TERMINAL BOARD FOR STANDARDIZED POINT-TO- EIPITIONS OF APPLICABLE SMACNA MANUALS. STREAMLINE ALL DUCTWORK TO THE
I �1, i,� A, ,� ,4 I ! i ; 4. CHANGES IN FOUNDATIONS, BASES, CONNECTIONS, PIPING, CONTROLS, STARTERS, FL,.4LL EXTENT PRACTICAL AND EQUIP NTH PROPER AND ADEQUATE DEVICES TO I
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!, ��i,1�: 4" : 1 I i 1 : v I � I ELECTRICAL EQUIPMENT, WRING AND CONDUIT, SPACE OPENINGS, WALLS AND
i " �i r t I I I I '' � � : A§SURE PROPER BALANCE AND QUIET DRAFTLESS DISTRIBUTION OF INDICATED AIR
� � I � I � ` , 1! THAN 5-MINUTE INTERVALS.
I � I " CEILINGS, AND VIBRATION ISOLATION IN ORDER TO ACCOMMODATE SUBSTITUTE QLWANTITIES. PROTECT ALL DUCTWORK AND SYSTEM ACCESSORIES FROM DAMAGE
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I 'I I t � 1i . I I R. SPACE TEMPERATURE CONTROLS: THE INDOOR THERMOSTAT SHALL BE A FULLY-
: � �'if�,: ! � I ,�i I: : I EQUIPMENT SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. I
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i � i. !;,� � : � T:� , 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND RECEIVE ENGINEER'S I pRtIOR TO DUCTWORK FABRICATION. VERIFY IF ALL DUCTWORK AS DIMENSIONED AND I I
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1: � i I I': .tl � ,: i I Lil i GLtNERALLY SHOWN WILL SATISFACTORILY FIT ALLOCATED SPACES. TAKE PRECAUTIONS TO
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� 11 I I!, �� I : �� I � ji I : MATERIALS INSTALLE APPROVED SHOP DRAWNGS FROM I .
I � I i ' . 2.02 ILLIGHT DUTY CEILING EXHAUST FANS
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i � � 11 . . � mi: : � A\VOID SPACE INTERFERENCE WITH BEAMS, COLUMNS, JOISTS, PIPES, LIGHTS, CONDUIT,
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, i 1 : , , I I ,1� " I I ! TION AT THE
� � j i � r I, ENGINEER SHALL BE SUBJECT TO REMOVAL AND/ OR ALTERA A. PROVIDE FANS OF THE SIZE, CAPACITY, AND ELECTRICAL CHARACTERISTICS INDICATED ON OITHER DUCTS, EQUIPMENT, ETC. NOTIFY ARCHITECT IF ANY SPATIAL CONFLICTS EXIST, i
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� ;� 1, I I � I I � DISCRETION OF THE MECHANICAL ENGINEER AT NO ADDITIONAL COST. HALL BE AMCA CERTIFIED AS TO BOTH SOUND AND PERFORMANCE AND THEN OBTAIN ARCHITEC'rS APPROVAL OF NECESSARY ROUTING. MAKE ANY SUCH
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4 3 :1,� I 11 �, 6. APPROVAL OF ANY SUBMITTED DATA OR SHOP DRAWNGS FOR MATERIALS, RATINGS. NLECESSARY REVISIONS WHICH ARE MINOR AT NO ADD11IONAL COST. CAREFULLY I
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n 11 ; I; : I'� i` EQUIPMENT, APPARATUS DEVICES, ARRANGEMENTS AND/OR LAYOUTS WLL NOT 13. MANUFACTURER: PRODUCTS OF LOREN COOK, ACME, GREENHECK, OR PENN MAY BE CORRELATE ALL DUCT CONNECTIONS TO AIR HANDUNG UNITS AND FANS TO PROVIDE
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u ! l!� 1 l � �, 1 , ,:� � � , � � i RELIEVE THE CONTRACTOR FROM RESPONSIBILITY OF FURNISHING SAME OF !�IUBMITTED FOR REVIEW. I PROPER CONNECTIONS, ELBOWS AND BENDS MICH MINIMIZE NOISE AND PRESSURE DROP.
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:i, I 1 � � I � TIES, SIZES, QUANTITIES AND INSTALLATION DETAILS I
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ki , Ill : 1�F � ill I i ! PROPER DIMENSIONS, CAPACI pfROVIDE ALL CURVED ELBOWS WITH RADIUS RATIOS OF NOT LESS THAN 1.5 UNLESS
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�I I I � : Ill! � �� i :, i i TO EFFICIENTLY PERFORM REQUIREMENTS AND INTENT OF CONTRACT. SUCH 2.03 AIR DISTRIBUTION SYSTEMS OITHERWISE SHOWN OR APPROVED BY ARCHITECT. PROVIDE ALL MITERED ELBOWS WITH I
� 1,1111 �il�iii ; 111 11 I
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� i '� i�p "I , if W ,'t 1 , � I I I I APPROVAL SHALL NOT R RESPONSIBILITY FOR ERRORS
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� . I I DINATE ANY AND ALL DIMENSIONS AT INTERFACES OF DISSIMILAR
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�, . 1�,iljf,i �,, 1,11 ij '0 I"I i I �I't � i A. LIOW PRESSURE SHEET METAL DUCTWDRK: LOW PRESSURE SHEET METAL I I
. � , I, I i N ,! : ?l 9 , i I I I l� 1, OF ANY SORT. TWE OF DUCTWORK AND AT INTERFACES OF DUCTWORK NTH EQUIPMENT SO THAT
t I �� �,�, t1j, i - ''I ',� , 1 fil , RJE CONSTRUCTED OF GALVANIZED SHEET STEEL CONSTRUCTION OF JOINT CONNECTIONS,
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i, Ai " i"! � .if,,, Ill, I I I , . C. ANY ELECTRICAL DEVIATIONS BETWEEN THE CONTRACT DOCUMENTS AND THE 'ROSS PROPER OVERLAPS, INTERFACES, ETC., OF INSULATION AND CONTINUITY OF VAPOR �
lj� , 11 I 1 : � i l C, -BREAKING, AND BRACING SHALL CONFORM TO 'THE LATEST EDITION OF THE SMACNA
i ii, I, It �1:1� .11 I i :j `ii i,:� L , - FURNISHED EQUIPMENT MUST BE SEPARATELY ACKNOWLEDGED BY A SUBSTITUTION .
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11 I � ;l 11 , p !� ; P. PROVIDE MECHANICAL SHOP DRAWINGS FOR: AIR HANDLING UNITS, CONDENSING UNITS, LE DUCT SHALL. CONSIST OF A ZINC COATED SPRING I
,� , , UNCHANGED. INSTALL HORIZONTAL RIGID DUCTWORK AS HIGH AS PRAC71CAL ABOVE u <
li�,'� I ; � � _ ,:�, , I ,Ili 1 � I iil,ki � I': ,i, - *ILOW PRESSURE DUCT CONSTRUCTION STANDARDS". BARRIERS ARE MAINTAINED. IF NECESSARY, WHERE INTERFACING DIFFERENT TYPES OF Li-i i I
, , � I - -,,lIl, . SULATION PROVIDE TRANSITIONS SO THAT INTERNAL FREE AREA OF DUCT REMAINS
: �i 4 I,I ,1 �i 11�,I I� ; I : ' ' I � � REQUEST AND ADDITIONALLY NOTED ON THE SUBMITTAL B. LOW PRESSURE FLEXIBLE DUCTS: FLEXIB INL
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�I � 11 4 i i � I I L I %TEEL HELIX PERMANENTLY BONDED TO A FULL INTERIOR LINER TO FORM THE DUCT CORE i I I
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I I 1; if I � ! i VENTILATORS, AIR INLETS AND OUTLETS, DUCT ACCESSORIES, DUCT INSULATION, PIPE O THAT MOVABLE LIGHT FIXTURES MAY BE RELOCATED WITHOUT 0
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I :� I I I �'i'm,"�',.1 : r WATH POSITIVE INTERIOR AIR SEAL CORE SHALL BE COVERED WTH FACTORY APPLIED ONE SO
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i� �T! : i� � ,L :1 � . ,�:, 1 INSULATION, TEMPERATURE CONTROLS, DUCT MATERIALS, REFRIGERANT PIPING, I I I
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���, � if i, I � , I IN"TERFERENCE TO MEET ANY FUTURE PARTITION RELOCATION REQUIREMENTS. Fr
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iil I �; I IINCH, ONE POUND PER CUBIC FOOTnBERGLASS INSU'LkTIONI OF 0.25 THERMAL �7 1
t I �", � i k ! �g i I � CONDENSATE PIPING.
11
I f� :_ V l� � ni �i i CONDUCTANCE SHEATHED IN A SEAMLESS EXTERIOR CLASS 1 VAPOR BARRIER JACKET NTH B. HANGERS AND SUPPORTS: 0 1
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5 l:� r : � 1i �l I , 11 � 1.06 CONNECTING TO WORK OF OTHERS DS. DUCT SHALL BE MADE FOR USE WITH QUADRANT 1. HANGERS: I Lj_
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I � � I , I � , � I A. BEFORE STARTING HIS WORK, AND FROM TIME TO TIME AS WORK PROGRESSES, Q)AMPERED TWST IN TYPEnTT1NGS NTH EXTRACTOR SCOOPS SUITABLE FOR SHEET METAL A. Sj*EET METAL DUCT HANGERS: SUPPORT DUCTS FROM THE BUILDING
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: I � � I �� i OTHERS INSOFAR AS THEY APPLY TO HIS WORK AND SHALL NOTIFY ENGINEER WCT. HANGERS FOR DUCT TO 60-IN. SHALL BE 10 X 1/8n GALVANIZED
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i , 1 1 ,� ! � � STPRUCTURE NTH GALVANIZED STEEL HANGERS TO EACH SIDE OF THE
I l� i : � , � i! MECHANICAL CONTRACTOR SHALL EXAMINE WORK AND MATERIALS INSTALLED BY RK. DUCT SHALL BE NFPA 90A. CLASS 1 (UL-181). PROVIDE r
: � A I 1�, I! V , I i
� i I � i! 11 ,� i : FI LENGTHS NOT IN EXCESS OF LENGTHS REQUIRED TO MAKE SUITABLE DL 0
� � R 1,; , I I i ,�, I � � IMMEDIATELY IN WRITING IF CONDITIONS EXIST MICH WILL PREVENT SATISFACTORY RESULTS CONNECTIONS NTH MINIMUM PRESSURE DROP. ACCEPTABLE: GENFLEX TYPE SUR NTH S'REEL BAND. SPACE HANGERS APPROXIMATELY 8- FT. (8') ALONG THE < I
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M !�� � 11 : [ i ,,, i"I : �[I � 11 IN INSTALLATION OF SYSTEM. LONGTH OF DUCT. HANGERS SHALL EXTEND DOWN THE SIDE OF DUCT Lij
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:I i:�: , I "�� !1 I I i I %TAINLESS STEEL HOSE COUPLINGS AND WITH FACTORY INSTALLED CROWN 3200-DS SPIN IN
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I � 4 1 1 j �llO i I ; : 113. SHOULD CONTRACTOR START HIS WORK WITHOUT SUCH NOTIFICATION, IT SHALL BE m i I
I � :i I , i : RITTING (FOR GLASS FIBER DUCTWORK), EACH TYPE NTH INTEGRAL VOLUME DAMPER AT AND TURN UNDER. SHALL BE SECURED TO DUCT BY TWO OR MORE �
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I , �, ;I I �I 1 A�� I : :� I EPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO #f4 SHEET METAL SCRE M -PROOFING OCCURS, �
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� ��� . i A i , I : I CONNECTION TO RECTANGULAR MAIN DUCT BRANCH OR' EQUIVALENT PRODUCTS OF ATCO. 0
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� i��f1i�I I, I ;i � 1 1 i � �, 1i T i I I ; : � F SUITABILITY OR WORK OF OTHERS TO RECEIVE HIS WORK. HE SHALL REMOVE AND INL�flALL HANGERS BEFORE APPLICATION OF SUCH TREATMENT AND 11 I
� .i I 1! i I I I I � ; C. XCT SYSTEM ACCESSORIES:
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i I '' il I � j I !I I � I ! WN XPENSE. ALL WORK UNDER THIS CONTRACT MICH MAY W(hTHHOLD INSTALLATION OF DUCTS UNTIL AFTER APPLICATION. :
I �1� m il� I 1, ,, , i � 1. QENERAL: PROVIDE ALL NECESSARY DUCT SYSTEM ACCESSORIES TO ASSURE PROPER z
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�. r'! i � I I � BJALANCE. QUIET AND DRAFTLESS DISTRIBUTION AND CONVEYANCE, AND MINIMIZATION FIJIERGLASS DUCT HANGERS: <
I'll �� �, I Il ; 1Z � � � HAVE TO BE REMOVED ON ACCOUNT OF SUCH DEFECTS.
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� :� I rd", i i i I � 1.07 CONTRACT DRAWINGS 1. SL41PPORT GLASS FIBER DUCT FROM THE BUILDING STRUCTURE NTH
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� ii'll �Ri �i �� � I � i i W TURBULENCE, NOISE AND PRESSURE DROP FOR ALL. SUPPLY, RETURN, EXHAUST
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1, �q , t�l: I I I I I � � I I I A. IT IS THE INTENT OF DRAWINGS AND SPECIFICATIONS TO OBTAIN A COMPLETE AND FULLY � I
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� V � .1� ''I I I i'I i AND VENTILATION AIR QUANTITIES INDICATED. ACCESSORIES SHALL BE RECOMMENDED 3/4-IN. PERFORATED 24 GAUGE STEEL STRAPS OR #12 WIRE, SECURELY
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1 i !��': , �� : : � � i I OPERATIONAL, AND SATISFACTORY INSTALLATION. AN ATTEMPT HAS BEEN MADE TO ry <
:� : I �� � i 11 � i ! I ! BVY THEIR MANUFACTURER FOR EACH SPECIFIC APPLICATION. ABOVE AND TO A 2- X 1- X 1- 24 GAUGE
I i l' : fe,, li; I I : 11 : ER THIS CONTRACT. HOWEVER, SUCH 2. FLEXIBLE DUCT CONNECTIONS: PROVIDE MERE AIR HANDLERS, FANS AND BLOWERS S*ftEEL ANGLE, OR EQUIVALENT, CROSS SUPPORT UNDER THE DUCT. SPACE I
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i MAI, 1, 11 : I #,,',_ i I I � ,i SEPARATE DIVISIONAL DRAWNGS AND SPECIFICATIONS SHALL NOT RELIEVE CONTRACTOR
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if � � I I . , 1i I I I i :; CONNECT TO THEIR DUCTWORK. SHALL BE AT LEAST 4-INCHES LONG CONNECTED ON HANGARS AT ALL TURNS AND TRANSITIONS, AT NOT MORE THAN EIGHT FOOT I-_
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i , EACH SIDE TO METAL (EITHER METAL DUCTWORK, AIR HANDLING APPARATUS, OR (91') CENTERS ON STRAIGHT RUNS, AND ELSEWHERE AS NECESSARY TO LLJ Ld
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I I I 1� HEAVY GAUGE STEEL SLEEVES), AND BE SUITABLE FOR USE IN MEDIUM AND/OR LOW ,INTAIN TRUE ALIGNMENT. �
"I L: :;z I �, , � � I � 113. CONTRACTOR SHALL CAREFULLY EXAMINE ARCHITECTURAL, STRUCTURAL. ELECTRICAL,
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i . , I,j� I I ff, I AND MECHANICAL DRAWINGS PRIOR TO SUBMITTING BID. CONTRACTOR WILL BE �
1 ,�il !� ; 1 , t� ,,�:�1 i�11 ftESSURE DUCT SYSTEMS. PROVIDE BRAIDED COPPER BRIDGE STRAP EQUAL TO 2. SL41PPORTS: VERTICAL RISERS AND OTHER DUCT RUNS MERE THE METHOD = V) �
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I � jll� I � IV : IPHOMPSON LIGHTNING PROTECTION. INC. NO. 588 ACROSS EACH CONNECTION. OIF SUPPORT SPECIFIED ABOVE IS NOT APPLICABLE SHALL BE SUPPORTED
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Hi ,i!: �,�i �,�� I 11 I REQUIRED TO FURNISH, INSTALL AND CONNECT NTH APPROPRIATE SERVICES ALL ITEMS �
i ,ill ,I: I I i , I ; BNY SUBSTANTIAL ANGLE BRACKETS DESIGNED TO MEET FIELD CONDITIONS I
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lib i I � 1 49 �'V I � ACCEPTABLE: VENITFABRICS, INC. *VENTGLAS METAL- EDGEn OR PRIOR APPROVED _r �
! 1 ii :1 I i � I SHOWN ON ANY DRAWINGS WITHOUT ADDITIONAL EXPENSE TO OWNER. ARCHITECT SHALL
� " " I ; ; i, I � AMD INSTALLED TO ALLOW FOR DUCT EXPANSION. u �_ i
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III ; �11 I � , v t I � I ,� BE NOTIFIED PRIOR TO BID DATE OF ANY DISCREPANCIES, OMISSIONS, CONFLICTS OR
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1 � 'I, , ,i",I 1 3. FASTENERS: SECURE HANGERS TO STEEL BEAMS
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, I; . ��� QOW PRESSURE METAL TURNING VANES: PROMDE IN ALL ELBOWS, BENDS AND TEES OF
�r, I� �, � i, , INTERFERENCES WHICH OCCUR BETWEEN DRAWNGS OR BETWEEN DRAWINGS AND I
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�,_111'!�"i,, �i , , , " , � � . SPECIFICATIONS. IF SUCH NOTIFICATION IS RECEIVED IN ADEQUATE TIME, ADDITIONAL AILL LOW VELOCITY SUPPLY AIR DUCTS METHER OR NOT SHOWN IN DETAIL; PROVIDE IN BgAM CLAMPS OR DROP THROUGH CONNECTIONS FROM THE METAL OR
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, I 111, � - 1, ��4� '�� : I i ,, : ISSUED BY ADDENDUM TO ALL BIDDERS. SUBMITTAL OF BID
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- : , � � � �,, 1� W SUCH DUCTS CONVEY AIR AT GREATER THAN 700 FPM AVERAGE VELOCITY. UNIT C. FLff- XIBLE DUCT. INSTALL ALL FLEXIBLE ROUND DUCT WITHOUT KINKS OR SIMILAR 11 I r-
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I � : , ,,, � 1Y :k If � i I �I � Tit BE OF THE PERMANENTnxED TYPE, HAVING ADEQUATE RIGIDITY AND STRENGTH TO
1 4 i i 1� . I T P, i� 1 :i, l� I I ACCEPTANCE TO PROVIDE ALL NECESSARY EQUIPMENT, MATERIALS AND LABOR TO MEET
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! i 1 , , ! 1 I L , i I !: I i � W COMPLETELY FLUTTER-PROOF. ALUMINUM, OR STEEL WITH CORROSION RESISTANT E)*CESS LENGTHS AS NECESSARY. __j
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-1 L � � , �� 4 :i I, I l� THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IN ACCORDANCE NTH ALL CODE -
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� :1 1, i I 11 I, I MATING, OR GALVANIZED STEEL AIRFOIL TYPE IN ALL MITERED ELBOWS, MITERED D. CWANGE IN SHAPE OR DIMENSION: WHERE DUCT SIZE OR SHAPE IS I
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f I �� I i I � � 1; i l WORK OF OTHER TRADES WLL PERMIT. WERE LOCATIONS OF EQUIPMENT, DEVICES OR %AILEY ODUCTURNSO, OR DURA-DYNE wVR" WITH 24-GAUGE RAILS AND HOLLOW VANES.
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� � 11 . pi I 5� � , DRAWNGS. CHANGES FROM DRAWINGS NECESSARY TO MAKE WORK OF CONTRACTOR C)OMPLETE AIR DISTRIBUTION SYSTEM(S) (INCLUDING DUCTWORK, RETURN AIR PLENUMS, SL.OPE OF THE TRANSFORMATION MAY BE ONE INCH IN FOUR I �
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I .�� I I 11 i: , � PLANS AND SPECIFICATIONS, NOR SHALL IT CONSTITUTE BASIS FOR A CHANGE ORDER AL4L CHANGES IN SHAPE OR DIMENSION MUST BE APPROVED BY
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11 i I TOUCH-UP ALL FINISHED SURFACES MICH MAY BE DAMAGED AS A RESULT OF HIS DJETAILS OF INSTALLATION SHALL COMPLY WITH THE UL INSTALLATION DATA SHEETS I f
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I! , l 1 , . 'l, �Il I'lli 'I I � � : ALL EQUIPMENT AND MATERIALS SHALL BE PROTECTED FROM THE WEATHER, DAMAGE, Fb4EVENT SOUND FLANKING. CLUSTER BLADES SHALL COMPLETELY OUTSIDE AIR HLF4REINBEFORE, FOR SUPPLY DUCTS, UNLESS RADIUS ELBOWS ARE - 7 .,-,N " , ". ,
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�,! - � 1i : 141 r I � 11 i, I,, , MATERIALS MILE STORED OUTSIDE IS NOT ACCEPTABLE. DO NOT INSTALL DAMAGED D VENTILATING; TUTTLE & BAILE.Y. UNITED SHEET ;�7 - ���--.,N
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1i , I�,� I : I; � li"I",i : I 'il�, � - FROM ENGINEER 10 DAYS PRIOR TO BID DATE. 4. BFgANCH TAKE-OFFS IN LOW PRESSURE DUCT SHALL BE MADE WITH SPUTTER i � ,;�,�
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