HomeMy WebLinkAboutBuilding Plansa3
CAST CRETE- PRECAST LINTELS
SAFE LOAD TABLES FOR PRECAST LINTELS
MARK
ID
LENGTH
COMPOSITE
BEAM
SAFE LOAD
/ LF
APPLIED
LOAD/ LF
SAFE
UPLIFT / LF
APPLIED
UPLIFT/ LF
L-i
101-6"
8F32 IT
2536
NA
2007
NA
L-2
1114"
8F241T
2423
NA
1272
NA
w
1114"
SF321T11B
4006
aPt-
2369
_
1031a
L-4
W-4"
8F32IVIB
4006
1
2369
4Yer
L-S
13'-4' "
8F 241T
1838
NA
962
NA
Lb
2'-10"
SF 521T
11809
1 i✓
9608
(AL
1-7
7'-6"
8RF8
755
13VWLk
506
1-7B
T-6"
8F30 IT
3191
115tUleI
3039
0405
L-8
7'-6"
8F321T
3685
NA
3508
NA
1.-9
T-6"
SF321T/IB
6472
NA
3508
NA
1110
3'-6".
U321T
10951
NA
7636
NA
I'll
4'-0"
SF32IT
8107
NA
6627
NA
L-I2
T-6"
SF321T
3685
Nib -
3508
NA
Jti87'
�—
n
a
L-15
13'-4!'
SF241T/IB
1838
I IS11
1444
NA
L-16
19'4"
SF241T/111
1292
NA
831
1117
41-4:.
8RF22IT
5421
4409
L-18
T.6"
8F241T
2698,
2571.``�'�
L-1.9
4'-4"
8RF221T
5421
NA
4409
NA
L-20
10'•6"
8F16 3T11D
1533
9A
no
}4 3A'
1.121
3'-6"
SF24IT
$054
NA
5591
NA
L21B
6'-6"
8F16IT
3480
NA
1880
NA
I'24
4'-9"
SF241T
5961
NA
4853
NA
L-25
4'-0"
SF24IT
5962
NA
4854
NA
1-26
4'-4"
8RFn 1T
6493
NA
52%
NA
6,— 4
i
P-
hf A
Np
LINTEL LOADS NOT SHOWN ARE LESS THAN 750 PLF
UPLIFTS NOT SHOWN ARE LESS THAN 750 PLY.
LINTEL DEPTHS MAY BE INCREASED AS NEEDED TO ACCOMIDATE ROUGH OPENING SIZE,
W/ NO ADDITIONAL STEEL REINFORCEMENT.
ALL RE•BAR TO BE #5 ASTM GRADE 60.
NIINHOUM LINTEL BEARING IS 4"
i
fiENERgI,,NO7E5:
:
CONCRETE: r
A.
CONSTRUCTION SHALL FOLLOW THE FL- BUILDING CODE AS ADOPTED BY THE COUNTY 1
A. ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND REQUIREMENTS OF
MUNICIPALITY AND ALL APPLICAB EAMMENDMENTS.
ACI,318
B.
CONTRACTOR SHALL BE RESPONSII LE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE
B. CONCRETE FOR HOUSE SLABS AND TIE BEAMS, SHALL BE A MINIMUM OF 2,5oo PSI AT 28 DAYS.
PERMITS AND THEIR RESPECTIVE COSTS.
,
UNLESS OTHERWISE NOTED. ALL FLAT WORK SHALL BE A MIN OF 2,500 PSI CONCRETE.
C.
BUILDER SHALL COORDINATE ALL THE WORK WITH ALL TRADES.
C 6 MIL VAPOR BARRIERS ARE REQUIRED BENEATH SLABSTHAT ARE UNDER ROOF COVER.
D.
BUILDER SHALL REVIEW THE DRA INGS IN THEIR ENTIRITY BEFORE STARTING WORK. THE
-- ...:........ .. ............ _... .....:,. .... --- -.
BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS AND/OR OMISSIONS NOT
_ :. .....
-
n LLC D
REPORTED TO DESIGNER.
TD
E.
DO NOT SCALE DRAWINGS
CONCRETE MASON RA Y UNITS,;,
F.
THESE PLANS ARE DRAWN TO COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS
A. COORDINATE WITH ALL OTHER TRADES WHOSE WORK RELATES TO BLOCK MASONARY
OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILARRETHEMSELVES WITH
-
THE GOVERNING CODE AND BUILD IN ACCORDANCE WITH THIS CODE.
INSTALLATION FOR PLACING OF ALL REQUIRED BLOCKING, SUB FRAMING, BACKING, FURRING
ETC., TO INSURE PROPER LOCATIONS,
JOB CONDITIONS:
B. PLACEMENT OF ITEMS FURNISHED BY OTHER TRADES; PLACE ANCHORS, BOLTS, PIPES, SLEEVES,
NAILERS, BLOCKOUTS, REGLETS, FITTINGS, CONDUITS ETC-, PROVIDED BY OTHER TRADES WITHIN N
A.
THE CONTRACTOR SHALL VISIT THE
CONTRACT
SITE PRIOR TO SUBMITTAL OF BID AND/OR CO
MASONARY.
NEGOTIATIONS & SHALL VERIFY.E
ISTING CONDITIONS WITH THE CONSTRUCTION DOCUMENTS.
Ca MORTAR MIX: MORTAR SHALL COMPLY WITH ASTM C-27o. NO MORTAR THAT HAS STOOD LONGER
DISCREPANCIES BETWEEN THE CONSTRUCTION
DOCUMENTS SHALL BE BROUG' IT TO THE
THAN a HOUR SHALL BE,USED.
DESIGNERS ATTENTION IN WRITING
FOR CLARIFICATION. BACKCHARGES WILL NOT BE ACCEPTED
M BLOCK MASONARY UNITS; HOLLOW LOAD BEARING UNITS PER ASTM C-go. ALLOWABLE STRESS
BY THE DESIGNER.
70 BE 1750 PSI.
B.
DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS.
E. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL AFTER
C.
IF WORK IS BEING PERFORMED IN AN EXISTING BUILDING ANDIOR AS AN ADDITION OR
CLEANING AND INSPECTION.
ALTERATION(S), TOAN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTING
F. WEEP HOLES SHALL BE PLACED MAX az" BENEATH PRECAST LINTEL BEARING ENDS, TOINSURE
CONDITION WITH REFERENCE TO ARCHITECTURAL STRUCTURAL, MECHANICAL AND ELECTRICAL
CMU COLUMNS ARE PROPERLY FILLED WITH CONCRETE,
SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND CONSTRUCTION
DOCUMENTS SHALL BE BROUGHTTOTHE DESIGNERS ATTENTION, IN WRITING, SOCHANGES CAN
CONTRACTOR NOTICE: CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO
BE MADE AS NEEDED. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES,
i
COMMENCING CONSTRUCTION. DESIGNER WILL NOT BE RESPONSIBLE FOR ANY
SUPPLIERS,SUBCONTRACTORS, AND OTHER PROVIDERS TO INSURE THATTHE WORK WHEN
Y,
COMPLETED WILL BE IN ACCORDANCE
WITH THE INTENT 0FTHE CONSTRUCTION DOCUMENTS.
ERRORS OROMMISSIONSCONCERNING DIMENSIONS. CONTRACTOR TO
_
M
CONTRACTOR SHALL BERESPON5
BLEFORADEQUATEBRACINGOFSTRUCTURALANDNON
CONFIRM ALL ROUGH OPENINGS FOR DOORS AND WINDOWS WITH SPECIFIC
STRUCTURAL MEMBERS DURING CONSTRUCTION.
MANUFACTURER, PRIOR TO COMMENCEMENT, AND ENSURE ALL TRADES ARE
INFORMED OF THESE OPENING REQUIREMENTS. CONTRACTOR TO VERIFY
PLACEMENT OF VERTICLE STEEL RE -BAR AND CONFIRM PROPER PLACEMENT AS
WORK .ASNECEE
SSARYSS)EDMPLETECONSTRUCTiON:
t. .
NEEDED TO MEET EXTERIOR ROUGH OPENING SPECIFICATIONS.
A.
IT IS THE PURPOSE OF THESE PLANS TODESCRIBE ACOMPLETE AND FINISHED PROJECT OTHER
THAN ITEMS MARKED (NIC) NOT INCLUDED IN CONTRACT.-..
ROUGH CARPENTARY:
CLEANUP
/REPAIR; -
i
A. TIMBER DESIGN BASED ON USE OF#2 SURFACE DRY OR GREEN. USED AT MAXIMUM ag%
MOISTURE CONTENT.
A.
THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, DEBRIS, AND
B. LUMBER USED FOR.LOAD.SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH AND
SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT OVERSPRAY„ ETC. ALL
PROCEDURES AND AGENCIES APPROVED BY U.S. PROCEDURES PS 20-94
FIXTURES EQUIPMENT GLAZING FLOORS ETC SHALL BE LEFT CLEAN AND READY FOR
- '
g
C. PLYWOOD: PRODUCT STANDARDS PS-2.73AND RULES FOR DFPA GRADE TRADEMARKS OF THE
C PAN Y UP NLET] N H PROJECT.
pC. U C O COCOMPLE 0 OF EP O
4„ 4-
'1.-""."'
s,_;.,,1
AMERICANPLYWOOD ASSOCIATION.
B. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL ITEMS DAMAGED BY THE PROCESS OF "
`_ �
i I t
ALL STRUCTURAL LUMBER SHALL zooP51 AMINIMUM
—•-t _ - CONSTRUCTION AND SHALL FINISH ALL PATCHWORK AND REPAIRS TO MATCH ADJACENT AREAS . D. a6 ,E
�•? 2,60o,000PS1ANDAMINIMUMFV=gaP51UNLE550THERWiSENOTED.
AND SPACES.
-I'r-—
E. FLOORJOISTS, HEADERS, CEILINGS JOISTS, AND RAFTERS SHALL BE S4S SEASONED SYP
If
D IN
4
1
.LINTELS,
#2, UNLESS OTHERWISE NOTED ON DRAWINGS.
REINFORCING SZEEL:
TYP. READ !I ASTRAGAL
MASONRY 1 :Y IHW a
1 F. ALL STUDDING, SLOCKI NGT, FURRING AND PLATES SHALL BE 54S SEASONED STUD SYP #3, DRY,
0 oG
&JAMBS II SHOWN FOR
REFERENCE
.�
oP�uBac _ J^M� _
' A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE MANUEL OF STANDARDS %' UNLESS OTHERWISE NOTED ON DRAWINGS.
II v PRACTICE DETAILING REINFORCED CONCRETE STRUCTURES, PUBLISHED BY THE AMERICAN G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP aSTANDARD(C-D)EXT•DFPA,(C-C)EXT-DFPA,
2X BOCK II I30. Fw�e /'YR 4o CONCRETE INSTITUTE. STRUCTURAL 2(C.D)EXT- DFPA OR STRUCTURAL 2(C-C)EXT-DFPA.
it - B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL:
H. STUD WALLS: 2"X4" 3,6" OC UNLESS OTHERWISE NOTED. PLUMB TOa.18" IN 8'-o", ALL EXTERIOR
(I 7
• SLAB ON VAPOR BARRIER z 2A" STUDS TO BE FULL LENGTH TO CEILINGS. ALL STUD WALLS OVER 8'-o" HIGH, INSTALL 2 ROWS OF
• BEAMS AND COLUMNS BLOCKING BETWEEN STUDS. BEARING WALLS TO BE FRAM ED WITH 2 X 6 STUDS TO ao FT AND 2 X 8
11 231a" {
II 2XBUCK 't _ F D • FORMED CONCRETE BELOW GRADE 2" STUDS ABOVEaoF7HIGH.
II _ �Ty". _ ttP. _ 1- 3" MIN BEARING BY BEAMS AND GIRDERS ON MASONARY OR CONCRETE.
1 I • UNFORMED BELOW GRADE
I I • snI siu - 3" ') J. ALL LUMBER IN DIRECT CONTACT WITH CONCRETE OR STEEL SHALL BE PRESSURE TREATED OR
PI
• FOOTINGS: 3" CLEAR AT BOTTOM & SIDES. 2" CLEAR OF TOP. "f ' HAVE AN APPROVED SEPERATING'MATERIAL OR HAVE A GALVANIZED ANCHOR SEAT.
II _ _ • WAILS: 2"CLEAR OUTSIDE FACE, x?'z"CLEAR INSIDE xk
K. ROOF SHEATHING: S/S"THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, CDX GRADE, q
• SLABS: 3A"CLEAR AT TOP (INTERIOR) 2 W CLEAR AT TOP (EXTERIOR) -
BEAMSCOLUMSW CLEAROC TI TOTIES PLY,
PORTSANDST GGERJOINTGRADETRAS. ARK, APPLY WITH FACE GRAIN PERPENDICULAR TD
• -- ___.__ ---- SUPPORTS AND STAGGER JOINTS.
L. DRAFTSTOPPING IN FLOOR AND CEILING ASSEMBLIES NOTTO EXCEED a000 SF.
C. REINFORCING MESH: ON GRADE BUILDINGS SLABS SHALL BEACI-328ELECTRICALLY WELDED ??
._T WIRE MESH FABRIC SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. ,
D. MINIMUM REINFORCING BAR LAPS SHALL BE MIN 48 BAR DIAMETER LAP. MIN LAP FOR 5/8" RE- LATH FASTENERS: '
BAR SHALL BE MIN 3o". ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT
>TY?.
E. TIE BEAM DEPTHS ARE MINIMUM AND MAY BE INCREASED TO FIT THE BLOCK WORK AND WINDOW MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED
HEAP & MASONRY AND DOOR HEADS.Fopmw,JAMBS F. DROP BOTTOM OF TIE BEAMS, AS REQUIRED, AT WINDOW AND DOORS HEADS, (2V MAXIMUM WITH I °/z" LONG, I2 GAGE NAILS, HAVING A 7II6"HEAD OR iIS°i LONG,16 GA
OPEMNG BEAM DEPTHS) AND ADD.2 # 5 BOTTOM IF DROP EXCEEDS 8". .STAPLES, SPACED AT NO MORE THAN 6INCHES.
G. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MINIMUM INTO SUPPORT 1
FRAME K -. UNLESS NOTED OTHERWISE
_
SYP. HEAD &
JAMBS
er
TRUSSES:
9
,
0i
o
A. THETRUSS LAYOUTSHOWN ON CONSTRUCTION DOCUMENTS ISSCHEMATICIN NATURE.
2X BUCK
2XBUCK-
HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDERTHE ASSUMPTION
THATTHEFRAMING SCHEME SHOWNWILLCLOSLYPARALLELTHEFINALTRUSSMFG. LAYOUT,
;
e
_
-
THIS FRAMING SCHEME (DIRECTION OFTRUSSES, MAJOR BEARING POINTS, ETC.) CAN BE
MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIMEPROFESSIONAL OF RECORD
(,
rf
WHO MUST REVIEW PROPOSED CHANGESAND MAKE STRUCTURAL REVISIONS ACCORDINGLY.
FINAL SIGNED AND SEALED ENGINEERING TRUSS DRAWINGS MUST BE SUBMITTED TO THE
ARCHITECT FOR REVIEW PRIOR TO POURING THE FOUNDATION.
r
KANRWG NUOCNO
----
MtitquyTX buck cOt121NCi10l1
,.
JOE
k"
0
z
0
w
a U
Z 0
V U
Z p
at U
z Q
u
0 3
!-
0
0.
0
w
and covs
z
N
N
N
W
w
m
m
m
�!R, E
�G
o
z
Z
Z
L o-
Q
Z
00
z
OU
z
o 'a io
2
C3
O
0 et
V
U N
U 'r'
V 0
a o c
cn W
co
m
m
w
p CL
O z'
0. wZ
a
-
Z
.-s
N w
a z
a
c co$
i2
wz
Z
Z
O
Q
a
L
b&
Q
Q N
M
r Q
3 i
3
zma
emu
w
Z50
3u°;
N
V)
QS
w
W
w
Z J
J
a t�L
O Q
o a W
•~-1
i�d
e`-1
pW
o LL
HO
OK
OK
o
zZ
O_
tO-"
Q
r
w
ti p w"tail
'O K
K
00
i
m
o o
Z a:
z
Z"
a s
a a
z
z
z
E°
O
O
�m\roFn�^a-
uM aCLLc4Jju•
w
w4Cpu
'U
pO
ULL¢
x
JpNG¢KWwU
.'
cQaN\ohK.t\zuFc¢.
p
a
0
opO
ccw
ZxOx
=0
Z
Z
��ry
N
OQ
w
to
00
Ln
m
U
co
'
\O\NcCOdNyl
ri
.
rFO�ztC-
N
0
U
p
w
ZIr
ui
o
O
N
0ztWW~=Ko
19
D
=
V0LtvoO_.G-'_
.
W
,
ly6.+
Ocn
w
a
to
o
w
N
(z
M
-U
cz
c>
to
0
4
000
ob
R
00
co
IN
co
a.
:
W
Y
tn
U
wj
c/
}
?
O
O
N
Y
'
W
N
h
p
O
O
00 N?
Li
N
000
¢
7
Wa
Z
'N
N
cn
tUxFa\o
co
i
O
O
0
z
:
o-
vi
d
a
z
Z
I
ZNN
-
aQw
00N
f
cc
w
O
co
0
O J
N w
N
z
U
X=
X
cK a
UO.
'S
,.m.. w
o0 2
O z
q¢
Lx�i
O to m
N
� �u
I W
O
=
N
to
is
yy
®
N
N
W
F-
N
w
O
0
z
LL
a
r,
u
V)
tLLn
No
In
0
O
oN
w
O
c0-i
N
4 Ln
aG
O
(D
crn
�n
In
DC)
N
a
d
Q
Q
00
''
w
¢
®w
a
°
00
O
�0
fA
ca
0
O
uOao
ti
Z
¢
y
N
�
w
O
z¢
O
cc
ZrOv�
aka
0
d
J
J
J
vii 0
Mn0
W
N
-w.l
U
p
O
¢U
w
m¢
?
a,E-
of
■®
I
11la l l l /Hll, a
V
c l�/0i7*1102
V) �
rt�attiaww.
fi
""' 1111711� ewo I x
Ef f MMNC
NOTES ,
ALL PLUMBING FIXTURES SHALL MEET THE REQUIKEMEN"(5 OF
].
TABLE 604.3 F.B.C. AND TO SE fNSTALLEO IN ACCORDANCE
WITH 5ECli0N 405, F.5.C-
Z
ALL PIPE SIZING & LAYOUT TO 5E DETERMINED 5Y A.
LI5 MED PLUMBING CONTRACTOR PER LOCAL CODES.
3.
WASTE PIPING TO 5E SCHEDULE 40.
4.
ALL HOSE VMS SHALL 5E FURNISHED WI WATI`S 5 A VACUUM
'
5REAKERS.
5.
FURN15H & INSTALL SAFETY DEVICE FOR. SHOWER
r
TEMPUATU12E CONTROL PER STANDARD PLUMBING CODE
f
� 888
I t�
sue)
add
31 tt
ZA
h,
qq
s.yy
x, :;. .;,ova..
«,}•` .'~+. Sw' - .. ep_.:;. <„ .,... ^_ ^.. _.... , , _.:_^�............ .iRf -. s. 'da3i.w ,....,��, ., .. '.... <... n..: e', a.a5Y11➢aa fir,::. ...,";r*4e Ss. ,.* _
- - ) 'fir, ? 1�`
� I �
_'�y�R.fVY . i.✓'"^_ b �.M..� 1�.!1�Ad# „.�.�...._.. .... '" f >' ry�y �41 y/"
�y
� � _� .J �•-'°..#. �W *�'.6 "". ...Av' ....we/. _-. �f a y .. u r.n t wk7s � k la r::
Azpq
ny 4 � xI t R
�jv�/-y��.✓' ?.].T _'�} ��{¢{y,^� ♦♦{yye ��!'��y{e�y{/�yp��p v i � t � " u �+
f
L3 �'
TPctt
' .,.. �Yr aF u�»t� 47 e .gym. i w s
. '� Y� i'�"r,m Tvd� aMWI� G � < w �•�5 •: ii`"d , > }�+.
,
�/
t
4 r
ry-
i { � �'T`I�''�.,.�,t���`4'.r�.�� ��4-.�:� __ I, �. "a� r?.�'�✓�(lijl4#�1�`" , ��` w��n a
6t1�1-'
i A �, O 4 • Jar �,_ ` Jew"" ....,.a , `...... . ... __•_•____.�_ _ _ _ : _ ..: .. �8 s Y! • " �.. n A aM + !4
13
___..._ oo
M
�.}+ ......
, ':'. 1..
sPa i!�.Cr.. 'i.l .iL
DESIt%N
SEISMIC
CATEGORfR
I SUAJECTTO DAMAGE FAO&9.
WfNTEP
ICE BAAAIEA
UNDEALAYMENT
EIPEx
Ft.00D
HAYARDS°
AIP
FREEZING
A
INDEX
MEAN V
:Vyr
ANNINLL wi.d'(•
TEW
1" „�
srDESIGN
( 0
({i COO
,.
r
i
Weathering°
Frost line
dall__TEMP°
TetmDe`
DESIGN
NA
See 'ig. R301:2(4)
NA�Negiigiblc
NA
J
VeryHeavy
NA
:
NA
_
e
j.
i
i
u `
r
�... ,. �..a, v. 'C ,...: o-... ry ,..yY ' f`.:.=y Ma. .r..m " _ q... o v , Z.;; ,+ ,.ate .,. .. •rF..vY: o - .",�.� £ w '5. J',.N i fi,. ' 41
- „ 't.! a .., .. - • ' -. v..'W i e.n ma �
rv.
i
°
:
�I
� 4 a � N
i
I e. �gSMewwvAM9bB.�St¢ ''
Y ✓.kaWwx'Ao-mRpP#4'm'+'.FUIDNi.
r
m i
s ..
~ ✓ ♦ �R a "-n a • ^' •/'
Ifi � r
n
2
! � i A ++. r".. _'^ ,� � � ,► ! +Y +f ' i ll ..,'" w .. R ..i 'v a. _, • � ' � 1.
I
y �
r
x ...6.y5 .r,r R� S � oV,i':.14:'. • _ �9
s
7 -ft
n
i km
ull
r u• � � r�l�.at
r is
1.
IN M
m Me
OUR
Wil
' R ' fI'� - ■ M .5 f � 9
a s _
1 y
F ' •
•
w r ■ •
s '`J
.»ter R..r."eR 1Ns' .s p• arR .-, :�, M }`�
dd
r a
r s
a• �
u�
> r ■
i w
x _..
y� ■ l/
y
�. a.,i lei• ,.
„ OVA
IlAORRUM
m 's`
ti
a
... .... ...m .•.. K ..c: f � G. ....., 5. .,.., �, n. -.,:. .. ..A.i r,... .5, v bvx .,. � ..�.:,. Y�i ., ,1'.,.'F. �. f,v S'.
.. f v.. v .. 'c`..: Y .,'v x.-..ry r .., \ , '•- :.e.. r•... '.3' -. , a - .. a ... .- .. • i , - . a l"i. .9;e , ,• •..
{s
EEi
,
y�
" Y
y y.
._
_. ... V
Ito
US
a
_
+
t
Z O
Ll
0a d
Zo
Q
x
W
z
+-�.
O�
X r
?
K
H
Cw
O
dj
Oii
J
F h
N
W
Xm
F
m
to
m
r
1t!A�
N
N
N
yZy��
Z M
z r
UA
Z
;
z" ygj
Z N
!V
X~\\
V1
O
GOUJ .
Pi-
a-i
\
N
O Z
in
Z
N
a-1
ei
X
X
X
X
X
et
1h X
tI9
M %�
M M
O
y\d
X
X
X.
X
-a
'C
'O
V
v
X X
^p
x b,
X G
x...'O
x .0
.0.+.�
X N .a
X
N y
CO'-O
qp O
pjj O
el' O
eV
Z
O
O
N
O
N
O
H
ri
ei
ei
eM ri
N
iq
in
Lm
6
O
4-1
yA
N(A.�.:�
t0
�D
N
N
W O
..� V 00
M
v
C
4:
v
A
::
.�..
Aw
w~,.
Y
:u
:�.
S
:�. ::
v Z
9D
J
\
J
O
O
®
W
W
Q tri.
O
O
O
O
H
M
'q
O
C
O
�.f
O
O
00
O
d'
4.
4,7
¢
O
1!1
✓f
�D
tb
'D
C1
V
=
Y1
�-1
w
w
m
�-1
N
rl
N
N
R
M
M
FM
r
O.
�'
e�i
N
a0-1
-1
iM-1
Ln
{��jj
7
ri
^
Z
O
Q
67
MLU
r
W
Q
cc
O
W
W
Z
gq
.Q
O®
N
Z
1.L
Z Cco
0
N
N
N
N
N
~
N
O
S F
Q
N
Z
4
�O-I
Q
Q
awi
Q
w
tf5
h
3a
m
�.
1l1
W
LU
3.
cmmZ
%A
S
S
2
N
e7i
Q
L=
O
V
V)
~
O
tA
J
OC.
R4z
fxA
�
00
M
W
w
w
W
w
w
w
Z
Z
Z
Z
Z
�
$
r
z
Z
O
O
O
O
O
Z
`,,;
a
O Z
x
w
w
x
w
w
o
o
O
w
®
v
C
f
0
®
V
V
V
u
u
V
0
0®
u sA
O
0
O
f3
G
O
a
w
w
W
J
m
j
�'j
Z
Z
Z
Z
Z
Z
O
O
O
Z O'
O
G
a
a
G
C
x
0
a
r
D<
µs
W �j
0
0
0
O
O
O
s
*'Y
O
u
'S
J
J
J
J
J
'
Q
Q
Z
Q
Z Z
u
V
u
V
U
V
r
O
O
O
O
O
O
`z
Z O
O
O
O
O
0
0
0
0
0 v�
O
x
x
x
x
x
o,
Q
w
A
Z
w
O.eirFFrto-rhhrr®r
¢
z
a
a
ae
o
g
tg,
®jQ�®.
V
N>
V1
Vi
N
�y/yy
N
to
N
Vi
N
N
to
t/f
t/1
V!
N
to
to
fA W
VI N
H
Vf
W
O
W
0
W
Q
W
Q
W
COj
�A
...�7
O
Q
O
0
'
>
>
>
O
O t/S
O
K
C
CG
OC
O
O
N
C
W
h
C�
h
ow
r
a
r
F
C
h
x
F
C7
V'
C9
_
V'
z
o
Q
OFC
uVW
tie
3L
N
N
M-1
LA
N
W
►ul
W
ei
N
(in
V
U}
t0
h
00
01
H
rN1
eMi
.M-i
e�9
r~i
RM-i
J
h
h
A
Z
J
J
Z
s
M
:)
Q
Q
W
ago
Y
tM
I{
r4
* +
y
"rrY
�.
f
Q
f•
Bind ^•A'-E '"
s
IL.
Y
w
I
�•
W
ill
OF
c
�' �
tt `
d
MIA
2'
J5
,13
31
ties
40'
ALL WALLS SHOWN ON THiS LAYOUT
NOTE:
ARETO BE LOAD BEARING
YOUR SIGNATURE WILL ACKNOWLEDGE:
1
f) AUTHORIZATION FOR FABRICATION.
2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS,
101-0
AND TRUSSES. TRUSSES WILL BE MADE iN
STRICT ACCORDANCE WITH THIS PLACEMENT PLAN.
(}, a.:
3) RECEIPT AND USE OF C OMB Summary Sheet
interior iir
COMMENTARY and RECOMMENDATIONS for HANDLING,
g
INSTALLING & BRACING METAL PLATE CONNECTED
WOOD TRUSSES' (TPi),
V
4) NO BACK CHARGES OR CRANE CHARGES OF ANY
KIND WiLL BE ACCEPTED UNLESS SPECIFICALLY
131-0II
AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT.
SIGNED
TITLE
APPROVED TRUSS ANCHOR BY BUILDER 12
20 MINIMUM TOP and BOTTOM CHORDS
5
PLUMB CUTCANTiLEVER
DATE
All spacing is 24' O.C,, except as noted.
All walls shown are bearing, except as noted.
All valleys calculated with sheathing under.
Number of girder plies to be determined by engineering.
—
00 NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE
Labeling trusses is a service, not a requirement. Engineered
drawings supersede labeling of trusses. It is the responsibility
of the builder to utilize engineered drawings when erecting trusses.I
8rr
96 NOW ❑ BRG.
WARNING
UNLESS NOTED
OTHERWISE
ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER,
NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK
PROFES&ONAL AD'ACE REGARDING ERECTION BRACING MICH IS ALWAYS REWIRED TO
TYPICAL TRUSS END DETAIL
PREVENT TOPPLING AND DOMINONO WRING ERECTION; AND PERMANENT BRACING WHICH
Sheet COMMENTARY
SEE BRACT METAL
MAY SE REWNDD IN SPECSfor HA APPLICDUNG, INSTALLING BRACING METAL PLATE CONNECTED �
for HANDLING, ERE
and �ETRUSSW
(TONS
TO BE T
WDOd TRUSSES' (TT+I). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND
PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY
SH" RE RRAM AS SPECIFIED ON THE TRUSS DESIGN.
ALL BE HANDLED WITH REASONABLE OAKDURING ERECTION is PREVENT
DAMAGE.
HANGERS TO BE USED
(Simpson) or N (Usp)
TRUSS COMPANY SOPPUES ONLY TRUSS TO TRUSS CONNECTiONS.
E4 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE
O HUS26
HUS26
CONNECTIONS FOR �S UNDER OFALL
�
HGLJS26-2
Q THDH26-2
REACTIONS GRERETHAN5000 POUNDS, OR SKEWED, NO
® HGUS26-3D
THDH26-3
HANGER IS SUPPLIED.
HHUS46
(� TH046 `
CONTACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS.
�—
® LUS24
JUS24
ASCE7-10 WIND and GRAVITY CRITERIA
Expasyf@ Category : C Bldg Category : 2 Wind Design Velocity : 470 MPH
IQJINbr : i,00 Wd Load Duration Factor: 1,33 Mean Roof Height: _,16 R,
td strap connection by others
MW M LY Shunt t 2590 N. igN05 AtkIwAY FT. H. 3495? M 0 160
R
Trusses shown on this layout are a c pazf
yE
i
-
f the building and show truss location.
N
S
Proper erection, temporary and permanent
acing design are the responsibility of the building
Jesigner or his engineer. Lateral bracing shown an the
SOUTI�, TR (772) 464-4160
ividLlal truss drawings must be placed during the
C0WANMS INC.
2590 N. Kings Highway Fort Pierce, FT 34951
`retcctionprrocedure..p�
JOB NO..
CUSTiDMER
p'��tY5
S Hip
LOT, BL K:
LOT/8LK/SUED:
ADDRESS:
Maldonado resd.
�I
SCACE:
i/4•ai -o•
aA7f
11 25 19
aRAWN 9Y:
it t
aRAYflNG NWeiB:
844M
JZ
ev i ew cJ
��-a� Gov, rmavT r�
J.
QJ. CE S
.6 80
STATE
10NAL E
�yy llt�
FILE GOP
ELECTRICAL NOTES: 20. FURNISH AND INSTALL FIXTURES AS SPECIFIED ON PLANS OR AS INDICATED IN PRODU
1. THE DRAWINGS ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE SPECIFICATIONS FROM MANUFACTURER. ELECTRICAL CONTRACTOR TO VERIFY WITH X
ELECTRICAL WORK. OWNER AND ELECTRICAL CONTRACTOR MAY USE THEIR DISCRETION OWNER/CONTRACTOR THOSE FIXTURES WHICH ARE CONTRACTOR PROVIDED AND 0
FOR THE PRECISE LOCATION OF LIGHTS, FANS, OUTLETS AND SWITCHES THAT BEST THOSE THAT ARE OWNER PROVIDED. rz V
SUITES THEIR NEEDS, SO LONG AS THE CODE REQUIREMENTS HAVE BEEN SATISFIED. s.r
MINOR REVISIONS SUCH AS, LOCATIONS OF OUTLETS, SWITCHES, LIGHT PLACEMENT, 11. THE ELE CONTRACTOR SHALL COORDINATE THE EXACT LOCATIONS OF ALL HVAC
AND THE ADDITION OF 110 VOLT ITEMS SUCH AS OUTLETS, LIGHT FIXTURES, CEILING EQUIPMENT AND THEIR GIVEN LOADS WITH THE MECHANICAL CONTRACTOR BEFORE !+W
FANS, EXTERIOR LIGHTING MAY BE ADDED UP TO 10 ADDITIONAL AMPS (6,000 WATTS) ROUGHING- IN FOR PROPER POWER AND WIRING CONTROL LAYOUT AND l w
OF LOAD WITHOUT HAVING THE DESIGNER MAKE CHANGES TO THE DRAWINGS, SO INSTALLATION. DISCREPANCIES BETWEEN THE GIVEN AND ACTUAL HVAC LOADS ARE TO
LONG AS ALL ELECTRICAL CODE REQUIREMENTS HAVE BEEN MET. PROVISIONS FOR BE CORRECTED BEFORE ROUGH -IN BEGINS.
THESE OPTIONAL & POSSIBLE ADDITIONS HAVE BEEN PROVIDED FOR IN THE LOAD
CALCULATIONS. 12. GROUND FAULT gRg11T PROTECTION; ALL 220 VOLT, SINGLE PHASE ♦ IS AND 20 AMP � � r'
OUTLETS f IS€FAT L9t)tftob FPf 1 �l{tl ,AND KITCHENS, SHALL ' `, ,° ...
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. Li. '
NATIONAL ELECTRIC CODE, AND ALL CODES, REGULATIONS AND RESTRICTIONS HAVING yg, ALL 120 VOLT, SINGLE PHASE,15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INui
JURISDICTION. LIVING, DINING, DEN, BEDROOMS, HALLWAYS OR OTHER SIMILAR ROOMS OR AREAS 71 !
SHALL BE PROTECTED BY A LISTED ARC FAULT CIRCUIT INTERRUPTER COMBINATION ;l
:�,..._.... ._._- .: 3. ELECTRICAL CONTRACTOR SHALL VERIFY WITH SERVICE PROVIDER, THE LOCATION OF TYPE TO PROVIDE PROTECTION TO THE BRANCH CIRCUIT. .,
__. SERVICE AND TYPE OF SERVICE, (OVERHEAD OR UNDERGROUND), AND SHALL LOCATE ,�* ,.j
THE METER AND PANEL AS REQUIRED. IFTHE LOCATION OF THE PANEL IS DIFFERENT 14. TAMPER RESISTANT RECEPTICLES ARE REQUIRED IN ALL AREAS AS SPECIFIED IN 2008 r"" W
THAN THE DRAWINGS, ELECTRIC CONTRACTOR SHALL GETAPPROVAL FROM THE NEC 210.52 @ ALL 120 VOLTS,15 & 20 AMPS RECEPTICLES_ co�.
CONTRACTOR PRIOR TO CHANGING LOCATION. ~ _
15. ALL BREAKERS SHALL HAVE 10,000 A.I.C. MINIMUM, U.O.N.
4. ELECTRICAL SYSTEM SHALL BE GROUNDED. PROVIDE PROPER SIZE AND TYPE OF
PROTECTION DEVICES TO MATCH EQUIPMENT BEING SERVED. I
,f PANEL;I2 � � 16. INSTALL FACILITIES FOR CONSTRUCTION, UNLESS DIRECTED OTHERWISE B
(1)14 CU TO SAUD DRIVEN ROD, PAtdEL 1
)T" �- ^ _. THE PRIME CONTRACTOR.` e
vROUND TO HOSE f316 d FT6 51EEL 0 5. LOAD DATA IS BASED UPON THE INFORMATION GIVEN TO THE DESIGNER/ ENGINEER AT » 3
UNDERMROUND$ERVICEBYFPL 240VOLTCIRCUIT 240VOLTCIRCUIT T V THE TIME OF DESIGN. VERIFY ALL EQUIPMENT & PANEL SIZES PRIOR TOORDERING. 17. UNLESS OTHERWISE NOTED, ALL ELECTRICAL SWITCHES SHALL BE48"AFFAND
�
- gc W/DREAKEKTYE _ ,
WJ 3REPKER TYPE � � �, �''�^�V � CONTRACTOR SHALL VERIFY ALL CONDUCTORS & BREAKERS W/EQUIPMENT CONVENTIONAL WALL OUTLETS SHALL BE 12" AFF. KITCHEN COUNTER WALL OUT
PANEL PANEL ! ! /E MANUFACTURERS SPECIFICATIONS. AND BATH COUNTER OUTLETS SHALL BEAT48".OUTLETS AT42"KITCHEN PASS THRU w
WALL SHALL BE TURNED SIDEWAYS TO FIT.
+ 6. All MATERIAL C fFtAl i RG IUSW dM1ifl ROAR I I 1 1 ARFI C WHCRR AOpi It"dRl F
ELECTRICAL
PANEL: 400 AMPS
LOAD DESCRIPTION
WATTS
WIRE
BRK
MLO
MUD
BRK
WIRE
WATTS
LOAD DESCRIPTION
AH 1#1 (10 KW) #6 6OA/ 2P
1
2
60A / 2P
#6
(10 KIN
A/H #2
3
4
AC COMPRESSOR #1
1.5 KW
#8
4OAl2P
5
6
40A/2P
# 8
1.5 KW
AC COMPRESSOR #2
7
8
TANKLESS HWH #1
27KW
#8
10OA/2P
9
'10
20A/1P
#12
1.5 KIN
REFRIGERATOR
11
12
211
#12
MICROWAVE
SMALL APPLIANCES
3.0 KW
#12
20A/1P
13
14
20A/1P
#12
GARBAGE DISPOSAL
GAR OR OPENER
1.0 KW
#12
20A/1P
15
16
SSA/ IF
#14
CEILING FANS @ .2 KW
BEDROOM #2
#14
1SA/1P
17
18
15A / iP
#14
P4.SKW
GFCI OUTLETS .15 KW
BEDROOM #3
#14
1SA/1P
19
20
1SA/1P
#14
EXT LIGHTS @.25 KW
MST BED
#14
15A/1P
21
22
15A/iP
#14DEN
MST BATH/ CLO
#14
iSA/1P
23
24
20A/1P
#12
DISHWASHER
KITCHEN LIGHTING
#14
iSA/iP
25
26
30A/2P
#20.
5.0KIN
WALL OVEN
CEILING LIGHTS
#14
15A/1P
27
28
GENERAL LIGHTING
1,500 SF
4.5 KW
#14
i5AJ1P
29
30
1SA/1P
#14
4.3 KW
GENERAL LIGHTING
1440 SF
RANGE
S.tl KW
#8
2P/50A
31
32
30A/2P
#10
5.0 KW
DRYER
33
34
UNDER CNTR REF
1.5 KW #12 1P/20A
35
1 36
100A/2P
#8
27 KW
TANKLESS HWH #2
GRILL HOOD
1.0 KW
#12
iP/20A
37
38
GAR DR OPN 1,2,3
2:7 KW
#12
1P/20A
39
40
20A/2P
1 #10
1 2.0 KW
IPOOL PUMP
-
41
42
15A/1P
#14
3.0 KW
SPARE
SPRINKLER PUMP
2.0 KW
#12
2P/20A
43
44
45
46
TOTAL WATTS
52.2KW
62.9KW
TOTAL WATTS
TOTAL WATTS:
A/C AT 100%
20.0 KW
1 ST 10,000 WATTS
10.0 KW
BALANCE OF 105.1 WATTS @ 40%
42.04 KW
TOTAL WATTS
0
V L S=300.0
v\
w Z
ul
A
i
l
j
t
f-
i
i
I ov
l
�y
f
_
I
I,
Y
.9'
(A
Duct Design by -
Quick Calcs, Inc,
Mark Blackwell
CACIS16791
LZESx4[Aig6A4X'✓tiAY v "'kC.GSL` ..� ".P.
KI
ell
b4 { 3
J Y4'14 {
4 i ywY
WD
LAW
p
d •.
d
tai
Y
>.
I'm
,r'sv, HY 4
' -'
A!
r.
n
4
4i 6v t
P(
S
s x r �t
tan,
1
y,I
�k i! & kl ¢
r ! x t
Oak
AR
3
1
}
Y
FY :a�'zid •
4: T
U 4 .
y
f4
U' U �i:
i <
ii
(� Y
W
IN
x;
WA
p
z
IN i.
ll
�1
Y�
y
ly
ivt f �e.S�Mil iY{ S.�a :^,'`tria'��T'ri '�ffiP�k
�F �^Y�R:T w•:'"�+'[vr,AL3,i#.LLB+-R3aakrrYa2ID3�u�'�M*wFfiss3':K�y `-
r ti