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15 CULVEF T
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R=150.00' 12F*xl5' C.M. - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10' PUBLIC UTILITY EAkMENT
L=125,28' —
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MD. PK&D
CH=1 21.57�
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IN CUT—OUT ILLEGIBLE I.D.
ILLEGIBLE I.D. 01 U
X L.: __ — — — — — —
LOT 71
PLOT PLAN r=4ol.-
LOT 72
GRAPHIC SCALE
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LOT 73
MINE SETBACK REQ,
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DATE
I
SCAIE
trioTsv
DRAWING NUMBER
IfiflM!'If V1111116P iN
SC)L�NNED
y
St. Lucie Count,
1110
WEST ELEVATION 1/851 = F-0
SOUTH ELEVATION 1/8" = 1 1-0
EAST ELEVATION 1/811 = l'-0
rr
"N
f
Xn
14
2"' FLOOR FRAMING PLAN 1/81, = 1 1-0 A
.0
HAAUM
J___
STEEL STAIRS (SEE DETAILS)
A TTIC
D Cl 0SR7`2
BA TH 3
BFDROOM3
BALCONY
DEN
AMC
2 n
FLOOR PLAN I/V = P-0
r Y
Foundation schedule
ALL CONCRETE 10 BE 3000psi, FILL-95% COMPACTION
ANCHOR BOLT DETAILS BY METAL MNFG. CO. W/
10" MIN EMBEDMENT & 2" BOTTOM HOOK. EXCEPT
DOOR POSTS TO BE 6" EMBEDMENT. PROVIDE 2" MIN.
CLEAR BETWEEN BOLT AND SOIL.
ALL REBAR 11/2" MIN. CLEAR BETWEEN SOIL & STEEL.
TAPER SLAB EDGE DOWN 3/4" AT ROLL UP DOOR
OPENING -FULL WIDTH OF DOOR LONG PLUS 4",
AND 12" WIDE - SLOPE DOWN 1" TO SHOWER DRAIN
SAWN CONTROLL JOfNTS ON A 20'X 20'X 11/4" D. MAX GRID
CURE AND SEAL TYPE SURFACE SEALER TO BE APPLIED
ON THE SAME DAY AS THE POUR - DOWELS FOR CELL COL.
TO BE TIED TO FND STEEL PRIOR TO POUR
SLAB -4" THICK ON CLEAN, COMPACTED, POISONED
FILL DIRT W/ FIBER MESH
ON A PLASTIC VAPOR BARRIER
Fl - 20" X 12" MONO FOOTING W/ (3) #5 BAR CONT.
F2 - 24" X 12" MONO FOOTING W/ (3) #5 BAR CONT.
5 L4 -5 -10
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es 77PL...- 0
FOUNDATION PLAN 1/851 = V-0
FLOORPLAN 1/85� = 11-0
P.4NTI?j,
CLOSETI
RATH I
SHOWER
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BEDR00iW2
GPEATR PATIO
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LOT 26
LOT 2L
(VACANF) v
(VACANT)
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IN 88,41'5
PRIVATE 100' RUNWAY
j7
GRASS
FND. PK&D I
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RUNWAY
FND. 5/8" I.R.C.
"RLS 2391"
"LB 6018"
LOT 67
(VACANT)
FND K&
ILLEGIBLE 1.
N 88'41'50" E 310.71 V, .... ...
ft
12 SET 5/8" I.R.C. 30.0' DRAIN GE EASEMENT
"C&T LB 4286" 5
L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T I
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12' PINE ELEV.- 101.23 L
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LOT 66
�(VACANT)
'ACRES
GUY
VVIRE
R= 150. 00' — — — — — — — — — — — — — -- — — — — --- — —
10' PUBLIC UTILITY EAkMENT
L=125.28'
�_-47'51'1
CH=121
30.0' INGRESS/EGRESS EASEMENT
C. B. = N 6.55 �3 2'0 \2—'
ll�ING DRIVI;
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121 `V`,
7':3 9
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FND. PK&D P.C.P.
IN CUT—OUT 30,0' INGRESS/EGRESS EASEMENT
ILLEGIBLE I.Q.
SM-TOP OF PAVEMENT
AT CENTERUNE OF
INTERSECTION, ASSUMED
ELEV,100.00
LOT 71
PLOT PLAN I" = 40.0'
LOT 72
GRAPHIC SCALE
40 0 2D 40
FM
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FND. 1�2- I.R.C.
"RLS 2S91"
OULVE1 T
PIPE
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LOT 65
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S 89*27'39" W
235.00'
LOT 73
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IN CUT—OUT
ILLEGIBLE I.D.
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THESE PLANS AND ALL PROPOSED WORK
� ARE SUBJECT MANY CORRECTIONS
AQUIRED, BY FIELD INSPECTORS THAT
11 MAY BE'
N8CESSARY-IN ORDq M,4��
'COMPLY WITH ALL APPLICABLE CODES"
D RA V/ ` I
CHLCKED
E)AfE
I
SEME'
DRAWING NUMBER
01114
12 dt_ 1��
m
A
GUARDRAIL (SEE DETAIL)
RAILS ARE HORIZ. NOT
VERT. AS SHOWN HERE
- 4;1 .
FA N
Post 'Set in nonshrink nor metaRic grout
Al� raMng ioui�t to reject 4" .
hote and current buiWing codes for Residentiat gucrd raits
deep GUARDRAIL DETAIL NTS
All Materia� Aluminum 60C
Powder Coat Finish
PRECAST CONCRETE LINTEL ABOVE EACH OPENING w/ (1) #5 BAR CONT. & FILLED w/
WEST ELEVATION 1/8' 1'-0 3000psi CONCRETE. EXTEND AT LEAST 6" BEYOND OPENING ON EACH SIDE. CUT OUT
6"x6" OF LINTEL BOTTOM TO ALLOW REBAR AND CONC TO PASS THROUGH
SOUTH ELEVATION 1/851 = 1'-0
-.
go
- — — — — =�- -1 - - — — — I
%A
. co
-
to
y
NORTH ELEVATION 1/8" 1'-0
14 4 //�/- F F, -
16 Risers @ 9.0
36* hl�h ra
GUARDRAIL (SEE DETAIL) reject 40
RAILS ARE HORIZ NOT
VERT. AS SHOWN HERE
2"x 12" COL BLK w/ (2) #5 BAR
EE CELL COL NOTE P. 5
I HOUR FIR
HANG
STEEL STAIRS (SEE Of
2 iid I HAVE REVIEWED AND APPROVED THE TRUSS DRAWINGS BY'CHAMBERS TRUSS INC.'
FLOOR FRAMING PLAN 1/8' 1 '-0 NUMBER 70851 WITH THE CORRECTION OF THE FOLLOWING: TOTAL TRUSS LENGTH TO
BE 24'-0 AND T14E BEARING ON THE CMU WALL BEING 3318".
GUARDRAIL (SEE DETAIL)
RAILS ARE HORIZ. NOT
VERT. AS SHOWN HERE
Second floor
Down
/4
5' Dia
6' post
1 1/2' hand rai
SPIRAL STAIR DETAIL N 8 112' spind(es
'IRAL STAIR
EE DETAIL)
f 0WJJIWt1A-
-70 -01
L)
C7,-
P-4
Foundation schedule
ALL CONCRETE TO BE 3000psi, FILL-95% COMPACTION (1) CONC. STEP - 12" x 3'-6" x 4"T.
ANCHOR BOLT DETAILS BY METAL MNFG. CO. W/
10" MIN EMBEDMENT & 2" BOTTOM HOOK. EXCEPT I
DOOR POSTS TO BE 6" EMBEDMENT. PROVIDE 2" MIN.
CLEAR BETWEEN BOLT AND SOIL.
ALL REBAR 1112" MIN. CLEAR BETWEEN SOIL & STEEL.
TAPER SLAB EDGE DOWN %" AT ROLL UP DOOR
OPENING - FULL WIDTH OF DOOR LONG PLUS 4",
AND 12" WIDE - SLOPE DOWN 1" TO SHOWER DRAIN
SAWN CONTROLL JOINTS ON A 20'X 20'X 11/4" D. MAX GRID
CURE AND SEAL TYPE SURFACE SEALER TO BE APPLIED
ON THE SAME DAY AS THE POUR - DOWELS FOR CELL COL.
TO BE TIED TO FND STEEL PRIOR TO POUR
SLAB -4" THICK ON CLEAN, COMPACTED, POISONED
FILL DIRT W/ FIBER MESH
ON A PLASTIC VAPOR BARRIER
F1 - 20" X 12" MONO FOOTING W/ (3) #5 BAR CONT.
F2 - 24" X 12" MONO FOOTING W/ (3) #5 BAR CONT.
F3 - 16" X 12" MONO FOOTING W/ (3) #5 BAR CONT.
F4 - 10" X 10" MONO FOOTING W/ (3) #5 BAR CONT.
rO -D]
S14"
TERMITE TREATMENT REQUIRED
pt
F4
!a I- rill ze- t-01
,74
FOUNDAT10N PLAN 1/8" P-0
This building is des-igned to comply with the FBC 2010 building code or the Residential code editions.
THIS FOUNDATION WAS DFSIGNEDTO RESIST THE REACTIONS AS SHOWN IN THE Roof liv,,� �oad � 20 lb/sf, Wind load = 160 mph, exposure 'C', risk category 11, Second floor living area
DRAWINGS BY'AMERICAN BUILDING COMPANY'#1 1749901 live load � 40 lb/sf ?rid the dead load of the top chord = 10 lb/sf, and the dead load of the bottom chord = 5
lb/sf. Attic space with head clearance over 6', live load - 30 lb/sf and the dead load of the top chord = 10
THE WEATHERING PROBABILITY FOR CONCRETE IS NEGLIGIBLE lb/sf and itic dead lo'd of the bottom chord = 5 lb/sf Attic space with head clearance less than 6', live
THE PROBABILITY FOR TERMITE INFESTATION IS VERY HEAVY load - 2o i�,/sf and the dead load of the top chord = 5 lb/sf and the dead load of the bottom chord = 4 Ib/sf
The baluony live load = 40 Ib/sf and the dead load = 93 Ib/sf. The stair live load = 40 lb/sf overall and
each tread allowable concentrated load 300 lb. The balcony guardrail concentrated load at top in either
direction 200 lb.
r
�4 _GL7 e, 12"x 12" COL ELK wl (2) #5 BAR
__UL L
SEE CELL COL NOTE P. 5
O's
00 7-
I FIT
1 1
I HOUR FIREWALL �
�I) CONC. STEP - 12" x 3'-6" x 4"T.
STEEL STAIRS (SEE DETAILS)
HANGAR
100
FLOOR PL AN J/W� V-0
P,4lv7,Ry
CLOSSTJ
W-9
F-191FAW&I
00
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FINISHSCHEDULE
ROOM
FLOOR
BASE
i WALLS
CEMING
Ril
PAINTED
C;REATROOM
WOOD
WD
PAIA7ED DIF
PAIA7FDDW@9'
ALL PAINTED D117CEIZINGS WILL)MYRAWSOCXEDDOWN". TEMM
BEDROOM I
BEDROOM 2
CERAMIC
i
PANTRY
TILE
Ill
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CET)UjLA5d1C
BArif I
ICERAMIC TILE TO 7'60
A41N7FDDl
TOP OF HEADER ABO li SHO M DOOR @ + r.5� rOP OF CLMM SHO
'WOWER
DOO10 +3'
BATH2
PAINTED DW-FV
HANUAR
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AA
SZEEL/Zlr�EXPBLK
f
PAINTED STUCCO
PAIATED CONC +10"
PA Tfo
OPMV
8l
PAINTED STUCCO ONBLK COLUMNS
PALVTED
BEDROI
WOOD
WD
PAINTEDDW
PAWTEDDIIII
CLOSET2
DFX
—.61
CEA4,11i
CERAMIC
CERAMIC TJLE TF
jurNi
TILE
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0
PAINTED DW@ +8'
PAINTED STUCCO
BALCONY
EXP CONC
AU
OPENIGUARDJUIL
OPEN
CONC DECK TO HA VE CLEAR WA 7M RESISTANT SEALER APPLIED
UNPAINTED DW-OPENJ
I ATIX
PLYFD
EVIILK
%U'C'?U='
Test nab IVIRk,"er LL Surface Burning Characteristics: Flame spread 15, smoke developed 0.
Eisi Permit 4
Planning & Development Services Department
Building & Regulations Division
Owners N 4e f"54.6.
Product Review Affidavit
ame L-in3A � fe' a�l
Applicaaart: Rcle-r) V,'P
Product
Opening Design
Prepasimper;
Product Rated
P Sea
D 8! 1
Manufacturer
Model Number
Product Approval
Glass
Method 0 Aft..*fM-t
yard.w.
N 1
P&T
T.'s-pe-,
"..Inon. flA
I Fixed I.GoVIV
+ 31l
i4A
l/f"Taeco,45
siockGlass
Skylights flA
Ins,
RA
A,41,,,, nsea;e5s.
Swing Type Door.
oo�
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I 1/i" T-174'" 1
French Dec.
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Yd�A;l
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i Garage Do.,
1731�U_5
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A5TA
7,0-3
FLdFS998-R3
MA
4e1AVcr6Q5 V0A MAX.
i Hurricane Protection
R.awntawli
FRipllng Mutual
All
5719
11-8-0
69.0
Vmer""
1ru1`laiA3
L5P
Z43k
[4A
4t, IZ. A 1�4' rcre-5 0 F114,
4 14 X An 5,re ws; 11,41 +-
`/2" STEEL HORIZONTAL
'RAILS - 4" O.C. MAX.
DOOR LEAF
THRESHOLD &
20ga'z'FLASH
14" PLYWD FLOOR
.11/2" PIPE
VERT. 4'-.0 O.C.
1/8" DIAMOND PLATE
STEEL DECK, WELD @
2"L., 8" (l
3x3xI/4 ANGLE @
MIDPOINT, WELD
CONT., EA. END
'8x 11.5 'C', (4) SIDES
-31/2" PIPE COL. w/
'L'TOP PLATE,
5"xS"01/2"0/8",
WELD TO EA. 'C
BOTT. PLATE,
4"x6"xS/8" W/ (1)
Wrxti" AB EA.
STAIRLANDING I—Lo
!/2" STEEL HORIZONTAL
RAILS - 4" O.C. MAX.
T
11/2" PIPE RAIL w/
VERT. 00'O.C.
l0xI5.3'C% STRINGERS
1/8" DIAMOND PLATE
STEEL TREAD, RISER.
FULL WELD @ EA. END
OF TREAD
21 STEEL RISERS @ 6.952"
20 STEEL TREADS @ I I" STAIR RISER —hLT—S
0
WINDOW SCHEDULE
MARK
SIZE TYPE
GLASSTYPE
FRAME
ATTATCHMENT- OTHER NOTES
A
37" x 50 5/8"
iPGT
Windguard
Casement
IG, clear, +49.9lb/-49 911a
ALUMINUM SASH IN
WHITE
White Tapcon into masonry as shown on
instructions attached to windows
B
37" x 26"
IG, clear+70.Olb/-75.Olb
C
37" x 38 3/8"
IG, clear, +67 9lb/-67.9
INSULATION: MET"All ILLIIII-Olkil
TABLE 2: PHYSICAL PROPERTIES OF THERMAX' (a)
Fiberglass shall be as outlined in the Motor American Insulation Manufacturing Association (NAIMA 202-96) specif ..tkan,
EXTERIOR INSULATION - n&jt> ZOA,.19D OW C
_li I
or equal, with an R-value of — when not compressed The laminated insulation shall carry the NIA certified Faced
PROPERTY AND TEST MEFHOD
YEL UE
Insulation- which cerlifiese that the lamination process has been 3rd party tested to assure post lamination insulation
- tarl ASTIA C518, F-value
T�ermal Resis j
-
recovery. The fiberglass shall be faced with — A*— on one side. The composite of fiberglass and facing shall have
surface burning characteristics not to exceed 25 flame spread and 50 smoke developed when tested in accordance with
Compressive Strengths. ASTM DI 621, Psi
25.0
Underwriters Laboratories 723 test method It —
r ASTM E 84 test method.
Flexural Strength, ASTM C2133, psi
65.0
FACING:
Water Absorption, ASTM C209, % by volume, max,
o.1
Facing shall be composed of —E_ The resulting facing shall have a water vapor transmission rate
Water Vapor Permeance, ASTM E96, perms
<0.03
of US Perm (ASTM E 96, Procedure A), a mullen buret of —I— psi. Tensile strength shall be
Mactinnum Use Temperature, 'F
250
_D_ in the machine direction and _E_ in the cross -machine direction
Surface Burning Characteristics!", ASTM E84
Flame Spread
�,545:0)
Smoke Developed
A' I C D E F G
MULLEN
NAM. MR XDLE BURST 89ACH NBC CHEMICAL
GENERIC CONSTRUCTION sivi TENSILE TENSI 3
ALL FIBERGLASS INSULATION HAS A FLAME SPREAD RATE < 25
DENTIFICATION P.Im III / In ass I In psi PUNCTURE RESISTANCE
-2
AND A SMOKE DEVELOPED INDEX OF < 50. ALL FACINGS
ON FG
INSULATION WILL BE TIGHT TO DW.
111111111-1111 Miss p1propylere flue, 009 40 30 60 1215 .65 Eyedlent x I x x x
PSK-UD fibergoes & polyester scrim,
I H(
CIO
STEEL STAIRS
rj."uii,rL,uftiN L ruuu1s, 1/4" 1 '-0 10
t
STAIR
7AIL)
0
0
4
DOOR SCHEDULE
DOOR 4
SIZE
T 'PE
MATERIAL
FRAME THRESHOLD NOTES
6-0 x 6-8
FRENCH
ALUMINUM
ALUMINUM
INTEGRAL AL. SILL 1.37" H. LEVER LOCKSET, THUMB TURN INSIDE CRASH CHAIN
2
3
4
5
+'-0 x 6-8
T-0 x 6-8
FLUSH
SC WOOD
COMPOSITE
ST
Lever Lockset tbumb turn inside, auto closer, 3/4 hour
[1
5
41
WOOD
NA
PRIVACY LOCKSET
6
T-8 x 6-8
HC WOOD
11
1.
7
T-6 x 6-8
BIFOLD
WOOD
NA
NA
8
T-0 x 6-8
STEEL
STEEL
1C,
VINYL SWEEP, LEVER LOCKSET, THUMB TURN INSIDE CRASH CHAIN
9
14'-0 x IT-0
ROLL UP
STEEL
MASONRY
NA SLIDE BOLT LOCK BY DOOR MNFG.
1YDROTILT
STEEL
STEEL
11 CUSTOM ENGINEERED DOOR BY SCHWEISS DOOR CO.
I I
T-0,6-8
BITOLD
WOOD
WOOD
NA
e
0
PANTRY
BATH 2
coNc. STEP 12" X Y-6" x 4"T.
A
BEDROOM 2
00
0101
GREAT Room
1 HOUR FIREWALL
N
0 1 CLOSET I
10
ID,— 0
THESE PLANS AND ALL POOPOSED WORK
ARE SUBJECT TO ANY PORRECTIONS
REQUIRED. BY FIELD INSPECTORS THAT
MAYBE NECESSARY- IN ORDEfl TO,
COMPLY WITH ALLAPPOCABLE CODES.
PATIO
FILE COPY
12" COL BLK W/ (2) #5 BAR
CELL COL NOTE P. 5
11111AL11 Ill
i11111 OR ATTACHMENTS
PONISIBILITY OF T�IE
TOR OF RECORD
LL_
0
I __09
FLOOR PLAN Is'FLOOR 1/4"=11-0
10 0 11
BATH I
SHOWER
00
It A-"
it in
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50
STAIR BASE NTS
z
SPIRAL STAIR
(SEE DETAIL)
METAL ROOF PANELS w/
3" VINYL FACED FG INS
STEEL TRIM BY'ABC'
STEEL SOFFIT PANELS
'BY'ABC'
STEEL STRUCTURE BY
'AMERICAN BUILDINGS CO'
+ i-b + 2-�-R� 1
W'xC' DRILLED IN ANCHOR
THRU BOTT FLANGE OF STEEL
PURLIN INTO RAKE BM SET w/
EPDXY, 48" O.C. MAX
'�,8" CMU w/ FORMED &
POURED TOP RAKE MIN
8" DEEP, 3000 psi CONC
& (1) #5 BAR
UNPAINTED INTERIOR
STEEL TRIM BY'ABC'
PAINTED STUCCO ON 8" CMU
UNPAINTED INTERIOR
CELL COLS 48" O,C. MAX
3000psi CONC. (1) #5 BAR
ROOF OH DETAIL ON MASONRY GABLE 1 w, = 1,-o
SECTION 'A' 1/211�11-0
,METAL ROOF PANELS w/
3" VINYL FACED FG INS
(INS NOT SHOWN)
8" STEEL PURLIN SPACE
(ALL PURLIN S NOT SHOWN)
STEEL STRUCTURE BY
/'AMERICAN BUILDINGS CO'
CELL COLS 48" O.C. MAX
3111psi CONC. (1) #5 BAR
T1
IN EFJOR ELEV. OF MASONRY GABLE 1/�- 1,-o
8" CMU w/ FORMED &
POURED TOP RAKE MIN
8" DEEP, 3000 psi CONC
& (1) #5 BAR
UNPAINTED INTERIOR
,Y2"x 6" DRILLED IN ANCHOR
THRU BOTT FLANGE OF STEEL
PURLIN INTO RAKE BM SET w/
EPDXY, 48" O.C. MAX
(3) 'H' BLK TIE BEAM w/ .. 6
(1) 47 BAR IN EA — FILL -4�
w/ 3000psi CONC. 0
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(1) #5 BAR, 300OPSI CONC. HOOK�-;ZT
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DRAWI(�KG JIUM85
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I/," DW ON 3/4" PT FURRING, 24" O.C.
ON 3/4" RIDGID BOARD THERMAX '
20 BLOCKING BETWEEN EA TRUSS
(1)12d NAIL AT EACH END
3/4" CD PLYWOOD DECK w/ 8d NAIL
12"O.C. FIELD - 6" O.C. ENDS
2x4 WOOD TRUSSES, 80LB/SF L.L.
IN ROOMS, 30LB/SF L.L. ATTICS
DOUBLE 2x6 LEDGER w/ 3/4" x 10"
DRILLED IN ANCHOR 30" D.C.
SET IN EPDXY "I, I
5/8" DW ON WOOD TRUSSd
R-19 INSULATION UNDER
CONDITIONED AREAS AND
R-30 INSULATION UNDER ATTICS
1/2" DW ON 3/4" PT FURRING, 24" 0 . C.
ON 3/4" RIDGID BOARD THERMAX-
PAINTED STUCCO ON 8" CMU
INTERIOR UNPAINTED
FILLED CELL COL 48" O.C. MAX
(1) #5 BAR, 300OPSI CONC. HOO�
INTO END BELOW AND TOP OF
TIE BEAM ABOVE
61/2", 3000psi CONC SLAB w/ #6 BAR
12" D.C. SHORT DIRECTION AND #4
BAR 16" O.C. LONG DIRECTION
24"x 24" #6 CORNER BARS 12" O.C.
w/ TIGHT RADIUS
SECTION-V 11/21, 1'-0
0
2x4 PT LEDGER w/ 1/2" x 6" DRILL IN
ANCHOR 48" O.C. MAX. SET IN EPDXY
2x4 PT LEDGER w/ 3/16" x 4"TAPCON
24" D.C. MAX
11 1 1 ! III
1/," DW ON 3/4" PT FURRING, 24- O-C-
ON 3/4" RIDGID BOARD THERMAX
SECTION 'E' 11 /2" : V-0
31/2" STEEL STUDS, 25ga, 24" O.C. — R- I I FG INS. — 5/8" DW
I HOUR FIREWALL — U419 SEE DETAILS — FIRECAULK TO
�METAL ROOF ABOVE & CONC. BELOW
20 BLOCKING BETWEEN EA TRUSS
(1)12d NAIL AT EACH END
CD PLYWOOD DECK w/ 8d NAIL
12"O.C, FIELD - 6" O.C. ENDS
2x4 WOOD TRUSSES,'SOLB/SF L.L.
IN ROOMS, 30LB/SF L.L ATTICS
+9'-F"
4-116- 10"
I/," MAX SHIM
AL. SILL
/V SS TAPCON MIN
'
DOORJAMB
EMBED —L5"
6062
'W'TAPCON
CONC, RECEIS,71" TO
PATIO FLOOR LEVEL
A A.
A
4 A WD LAM NATE FLOOR
ON VAPC R BARRIER
FRENCH
DOORSILL
GROUT
DETAIL P"FLOOR NTS
BLOCKFACEBEYOND
AL. SILL —
%" SS TAPCON, MM_
SLOPE SLAB EDGE DOWN I" MIN. EM13ED — 1.5"
12" STD BLOCK ONC. W/ SLOPED SILL
43 HANGARS 24" O.C. MAX
I �11 ITT' 7 TXT�VT .. / 1 47 D A 01 T7
I k � — — . I
OUT 9"xS" OF EACH LINTEL BOTTOM TRUSS u/ VAPOR
OVER INTERIOR COLS — CUT OUT BARRIER
9"x 10" OF LINTEL BOTTOM ON
CORNERS TO ALLOW REBAR AND FRENCH DOORSILL DETAIL 2nd FLOOR liTs
CONRETETHROUGH
+:27-
STEEL TRIM BY'A C'
'STUCCO CHOICE METAL WALL
PANELS BY ABC w/ 3" FG INS �
'H' DLK TIE BM w/ (1) #5 BAR
3000 psi CONC. — I HOUR
\5/8"DW ON WOOD TRUSSES. FIREWALL — U905 SEE DET.
R-19 INSULATION UNDER
CONDITIONED AREAS AND
R-30 INSULATION UNDER ATTICS
SECTION 'D' 11/2" 1'-0
Design No. U419
Nonbearing Wall Ratings �02,3 or 4 Hr (See Items 3 & 4) Design No. U905
Bearin4 Wall Rating — 2 HIJ.
Fol Number of "Yer, 4 Nonbearing Wall Rating — 2 HR
LSee Item 4
In
bb
H111mr'.1 Sec"gh
4
1. Concrete Blocks* Various desifrts. Classification D-2 (2 hr).
1. Floor and Ceiling Ruserners — (Not shown) — Channel shaped, fabri- See Concrete Blocks catelory for ist of eligible manufacturers.
cated from min 25 MSG comosion-proterted steel, min width to accom- 2. Mortar— Blocks laid in Lill bed of mottar, nom, 3/8 in. thick, of no
modate stud size, with min 1 in. long legs, attached W floor and ceiling less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to I
with fasteners 24 in OC max. part Portland cement (proportioned by volume) and not mom finm5l)
2. Steel Studs — Channel shaped, fabricated from min 25 MSG
conrosion-gotected steel, num width as indicated under Item 4, min 3 �ercent hydrated time (by cement volume). Vertical joints Staggered.
14/4 In. anges and 1/4 in. remm, spaced a max of 24 in. OC. Studs outland Cement Stucco or Gypsum Plaster — Add 1/2 hr to claasih�
to be cut 3/8 to 3/4 in. less than assembly height. cation if used. Where combusLible members ire framed in wall, ph,lo� C)
3. Batts and Blankets- — ired as indicated der Item 4) — Mm- or Stucco must be iprlied on the face opposite frand g to addevea
end wool batts, friction =tberneen studs and numbers. Min norn max. Classification o 1-1/2 hr. Attached to concrete blocks Otem 1),
thickness as indicated under Item 4. See Batts and Blankets (BKNV or 4. Loose Masonry Fill — If all core 5 filled with loose dry
BZJZ) Categories for names of Classified companies. expanded slag, exyanded chty or hU1C.e(Rart`ary Kiln Process), water
3A. Batts and Blankets* — (Optional) — Placed in stud cavities, aw
fiber or mineral wool insulation bearing the UL Classification a Coss repellant vermiculite masonry fill insulation, or Silicone treated perlit,
as ar ing loose fill insulation add 2 hr to classification.
D surface B— Characteristics and/or Fire Resistance, See Batts 5. Foamed Plastic* — (Optional -Not Shown) — 1-1 /2 in. thick max, 4 ft
aasd Blankets IBM or BZJZ) Categories for names of Classified com-
parms. wide sheathing attached to concrete blocks (Item 1).
4. ��psuan Board* — GTpsum panels with beveled, square or tapered THE DOW CHEMICAL CO —Type Therimix
ges, aylied verticaly, or horizontally. Vertical joints centered over *Bearing the UL Classification Mark
�t�ds ari staggered one stud.cavity on opposite sides of studs. Vertical
tis m adjacent layers (mulfilayer system) staggened one stud
1o'rizonial joints need not be backed by steel framing. Horizoota`i`,-dtgye
joints ard horizontal butt joints on o
,X�csihe sides of studs need not be
staggered. Horizontal edge joints an ofizoned butt ts in adjacent
layers (multilayer systems) staggered a min of 12 in, re thickness and
number of layers for the I hr, 2 In, 3 hr and 4 hr ratings us as follows:
Wallboard Protection on Each Side of Wall
Rating Min Stud No. of Layers Mi.Thk.,
Depth &Thk., of insulation
of Panel atem 3)
1 31/2 1 layet, 5/8 in Optimal
thick
a&oazaagaaaag��aaaaauoukmb.bbm
DOOR JAMB CONNECTIONNTS
V;D LAMINATE FLOOR
ON VAPOR BARRIER FRENCH DOOR SHOWN, STEEL DOOR 98 SIM.
-----t I GROUT
,062"
METAL ROOF PANELS vv/
3" VINYL FACED FG INS
STEEL STRUCTURE BY
'AMERICAN BUILDINGS CO'
STEEL GUTTER BY'ABC'
METAL ROOF PANELS w/
3" VINYL FACED FG INS +15, 0
'STEEL STRUCTURE BY - ork—
'AMERICAN BUILDINGS CO
—STEEL HINGE BY SCHWEISS DOOR
BOLTED TO STEEL STRUCTURE 13Y ABC
—SCHWEISS HYDRO DOOR AND STRUCTURE
50'W. x 14'H.
-.'STUCCO CHOICE'METAL WALL el
PANELS BY ABC w/ 3" FG, INS
FILLED CELL COLUMNS: FILLED CELL COLUMNS IN BLK WALLS ARE A MAX OF 48-6.c..
ALL FILLED CELL COLUMNS ARE FILLED WITH 3,000psi CONCRETE. ALL FILLED CELL
COLUMNS HAVE (1) #5 REBAR UNLESS NOTED OTHERWISE. THE REBAR WILL BE HOOKE
INTO THE FND AT THE BOTTOM AND MOCKED INTO THE UPPER SECTION OF THE TIE
BEAM ABOVE. THERE IS A FILLED CELL COLUMN ON BOTH SIDES OF EACH OPENING.
OPENINGS WIDER THAN 48" WILL HAVE (2) FILLED CELL COLUMNS ON BOTH SIDES OF
THE OPENING THERE Vnl I B n /`V
PIT WIA FURRING
CMU V/ FLHED CELL
>
A"s �IW TAPCON IN
EA. P�T PREP SPOT
PGT WINDGUARD
A"MAXSBIM
31." PT BEVELED
A
STUCCO
A
a,
OPERABLE
UNIT
FRAME
TO WOOD BUCK
(3)'H'BLK TIE BEAM w/
(1) #7 BAR IN EA - FILL
w/ 3000psi CONC.
%"x 8" DRILLED IN ANCHOR
SET IN EPDXY EA STEEL COL
EXCEPT THE NE & NW CORNERS
`—PAINTED STUCCO ON 8" CMU
INTERIOR UNPAINTED
CELL COL 48" O.C. MAX
(1) #5 BAR, 300OPSI CONIC. HOOK
INTO FND BELOW AND TOP OF
TIE BEAM ABOVE
t7
I I
F—,
THE END OF A . STRAIGHT WALL. ATEACHCORNERAND(2)AT I
SALB AND FND — SEE FND PLAN
SECTION 'C' 3/4" = 1'-0
6�0
C
'NERS OR ATTACHMENT,
IONSIBILITY OF THE
rOR OF RECORD
FILE CO
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED,BY FIELD INSPECTORS THAT
Pt"o. MAY BE NECESSARY -IN ORDEP TO
ANCHOR BOLT AS REQUILUPLYWITMALLAPPIJCABLE CODL;
13Y'ABC' _ � - -1 1 � - I - --- � W
SALB AND END - SEE FNID PLAN
SECTION '13' 3/4" = I I
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AMANA 3.5 TON CU - ASXC160421 - 16.0 SEER
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AMANA 3.5 TON AHU - ARPT42D 14
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ELECTRICAL & SMOKE DETECTOR FEED FROM THE HANGAR INTO THE DWELLING UNDER THE FLOOR AND NOT
THRUTHEFIREWALL. THERE IS NO PLUMBING DPAfN, MECHANICAL SYSTEMS OR VENTS CONNECTING
BETWEEN THE HANGAR AND THE DWELLING.
MECHANICAIL PLAN 2nd FLOOR 1/4" = V-0
s t FLOOR 1/41� — 15
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DRAWOG NUMBER
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PANEL A MAINS MLO OR MAIN BR
TYPE SQ. "D" OR ITE G_
BUS RATING 2-COA
MOUNTING: RECESS OR CSU:REACE VOLTAGE: / 2;0 0
CKT.
I POLES I
AMPS
DESCRIPTION
CKT.
POLES
AMPS
DESCRIPTION
NO.
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PANEL: MAINS 6�) OR MAIN BR
TYPE SO "D" OR ITE BUS RATIN 6DA
MOUNTING: RECESS OR VOLTAGE. _/,-o z Z�6_
CKT.
POLES
AMPS
I DESCRIPTION
CKT,
POLES
AMPSI
DESCRIPTION
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15
16
17
18
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23jW9z
BEPROOM2
GREATROOM
- t
PATIO.
ELECTRICAL NOTES
1) SMOKE DETECTORS TO BE I IOV W/ BATTERY BACK UP - ARC FAULT
CIRCUIT
2) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE
DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE
3) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS
SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS,
CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC
REQUIREMENTS.
4) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL
125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS,
GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72"
OF EDGE OF ANY SINK.
5) CARBON MENOXILDE DETECTORS TO BE INSTALLED WITHIN 10'OF ALL
BEDROOMS.
6) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.
7) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS.
cb�' 8
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ELECTRICAL PLAN I/V = F-0
ELECTRICAL & SMOKE DETECTOR FEED FROM THE HANGAR INTO THE DWELLING UNDER THE FLOOR AND t40T_
THRUTHEFIREWALL. THERE IS NO PLUMBING DRAIN, MECHANICAL SYSTEMS OR VENTS CONNECTING
BETWEEN THE HANGAR AND THE DWELLING,
ELECTRICAL PLAN_2� FLOOR 1/415 = F-0
ELECTRICAL IT-ANOFLOOR 1/4)5 _0
01P
5_�A' U / - CF- L' A 1 C
)- / i., jL),6 A-jz,,� A .9- 0 914' d 30-�6 eex 0 ;; 1, .1 ? �r -
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PANEL MAINS: LO OR MAIN BR
TYPE: SO. "D" OR ITE BUS RATING: (MT 2,�OA
MOUNTING: RECESS OR (SURF�b VOLTAGE _12nzz�o/ 10
-CK7T-
TOLES
AMPS
DESCRIPTION
CKT
POLES
AMPS
DESCRIPTION
NO
NCL
wiff,
U �i- k V/
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28
—
—
--------------
29
—
30
31
—
32
33
—
—
34
35
36
37
E-4
38
9
39
40
41
_EEEEE
-
PANEL: 6AAWGLf0_ MAINS OR MAIN BR
6�
TYPE: SO "D" OR 11 E BUS RATiNG 6DA
MOUNTING: RECESS OR VOLTAGE _/,-o z zii�
CKL
POLES
AMPS
C R I I
DESCRIPT[OF--7K-r.
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DESCRIPTION
NO,
vv'e'�
1
7-
3�
P��- moit'r 'll 10
2
1
Zo
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3
4
15
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8
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rl'I'All
10
12
1-3
14
15
16
17
—
18
19
_2�1_
20
22
213
24
ELECTRICAL NOTES
1) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT
CIRCUIT
2) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE
DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE
3) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS
SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS,
CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC
REQUIREMENTS.
4) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL
125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS,
GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72"
OF EDGE OF ANY SINK.
5) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10'OF ALL
BEDROOMS.
6) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.
7) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS.
k
PROVIDED ELECTRIC SMOKE
DETECTORS WITH BATTERY
BACK - UP IN ALL SLEEPING
AREAS AND STAIR LANDING
WIRED SO THAT THE ACTIVATION
OF ANY DETECTOR WILL ACTIVATE ALL.
A CARBON MONOXIDE ALARM SHALL
BE INSTALLED IN ACCORDANCE
WITH FA.C. RULE 9B-3-0472 WITHIN
TEN FEET OF EACH ROOM USED FOR
01
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ELECTRICAL& SMOKE DETECTOR FEED FROM THE HANGAR INTO THE DWELLfNG UNDER THE FLOOR AND N
THRUTHEFIREWALL. TI I ERE IS NO PLUMB ING DRAIN. MECHANICAL SYSTEMS OR VENTS CONNECTING OT
ELECTRICAL PLAN 1/8 V-0 BETWEEN THE HANGAR AND THE DWELLING.
LAN 2 n'FLOOR 1/4" = I'-(
ELECTRICAL PLAN Is'FLOOR 1/4" — V_o
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing tr
MULTIPLE PLY TRUSSE6 MU6 I t3L
=ASTENED TOGETHER PER ENGINEERIN(
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY. A
M
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
r'nMQI 11 T Ar.Ql
30"Spanilor less
30'to 60'Span
Sprea er Bar
\.A0 degrees
or less
2 3 to
App.. 2 3 to
1 /�2
ppr x
T:g Line .�pian approx.
2 Span
1 / of S�
P
REFER TO BCSI
REFER TO BCSI
Truss must be set this way if crane used.
Truss must be set this way if crane used.
Truss Is an example. your truss may not match.
Insist crane operator sets truss this way. _J_
This is an example, truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
,& are installed. A
,en%� I Ill --il IF=
" I IF= F Is " <::>
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NO'� DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY o rrlER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
—CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-0"
ABOVE FINISHED FLOOR
FLOOR TRUSS NOTES
1. Do not load floor trusses with construction loads such as concrete blocks.
2. Do not install floor trusses upside down, refer to engineering sheets.
3. Install strongbacks per drawing to improve floor truss performance.
4. Apply rigid drywall ceiling directly to bottom chords of floor trusses,
or brace with 2x4 lateral & diagonal bracing spaced per engineering.
5. Chases are shown with dotted lines.-nd may also be placed in other trusses.
Chases must be centered between bearing points, & are not in girder trusses.
6. Review this document to insure mechanicals can pass through floor trusses.
Refer to information on truss engineering drawings.
(2) 16d nails @ top oa bottom of 2x4
vertical block.
2x6 (MIN) STRONGBACK restrained 6t each end. Secure w/(3)16d nails @ each
vertical. Lirk-ate STRONGBACK as close to bottom cord as possible.
STRONGBACKS are recommended to MINIMIZE VIBRATION
A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
41.1
4
30" Deep Floor Syz am
PLUMB CUT END
2 x 4 Top Chord
BEARING HEIGHT 8'-0"
END DETAIL AT LEFT SIDE
FLOOR TRUSS PERFORMANCE CHART
TRUSS ID
I LENGTH
I SPAN
DEPTH
I MAX
S/D
��ESS BOUNCE MORE>
FLA
1124-0-0
123-8-8
2-6-0
1 18
9.6
FLB
124-0-0
123-8-8
2-6-0
1 18
9.6
This chart has been included as a tool to help evaluate tloor perrormance. r-iolor truss periarmance
is not a safety issue. Bounce and deflection that is acceptable in one building may not be in another.
S/D= SPAN to DEPTH RATIO, shown as a number & graph line. MAX=Maximum S/D recommended.
The higher the S/D and the longer the gra:)h the bouncier the floor will be. The way to improve
performance is for the building designer to reduce the truss span and/or increase truss depth.
Refer to FLOOR PERFORMANCE / REDUCING VIBRATION, attached.
- -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — —
—
op
FLA r —1
N
FLA
FLA
FLA
FLB
FLB
FLB
FLB
W
FLB
__F -----
Sr
T_
FLB
FLB
co
FLB
FLB
FLB
FLB
zo
FLB
zo
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71
FLB
/
FLB
FLB
zo
FLB
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oc
FLB
F-0
FILB
FLB
FLB
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FLB
FLB
N
CD
�7
FLB
FLB
to
FLB
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FLB
FLB
CD
FLB
FXI
FLB
FLB
FD
FLA
FLA
FLA
FLA
Oil
k
00
.
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
C, 4
— —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
CIRCLE
30" Deep Floor System
PLUMB CUT END
2 x 4 Top Chord
LEDGER HEIGHT 8'-5 1/2"
END DETAIL AT RIGHT SIDE
—0
CONCEALED FASTENERS OR
ARE VE RESPONSOLIV OF 1"n
CONTRACTOR of RECORD
FILE CON
75s
8
8
I
o 8'-5 1/2"
(2)2X6 LEDGER
BY BUILDER.
TOP AT 8'-5 1/2"
FABRICATI0N_kG_R__E_E_M_E�NT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
The legal description of the Property where the trusses will be Installed is:
1� �� I 1� �'I 11 v, 1� 11 �, rld ii,i :!:I;.
Is '1, 11 11 1 i� I , in strict 3;�Ordanca willh the uss acern nt diagram layout,
Which 18 the sole authority for deterl g 'we'shu labnol't'lln opt1he u:ses.
2. All dimensions in this layout have been verified by the undemigned.
3. Unless written notice is provided by cartiffied mail to C "Uss wthin ten (10)
a va I a unde I ne agrees t at no ackc a a
su an Ill a allowed. In the event
to a 1 8 Two$ a all eye I fee uWass days in which
repairs re Ill , or to su stitute other lm 8 5, at a
undersi me ackn a as receipt 11 0 tion.
5 lively Of BC 11. - su a a eat by TPI & WTCA
del" a . is to job site. It is the buyees responsi III to ake I a job site suitable
Chem as has the sole autb orty a d to
Po ion of the Jo site for delive . I , I a( ineffie,ult ill Ofthelobsiteor
The buyer' hambersTusswill eres ons! I to dumpdeliv only.
is responsible for ad itionaldelive expensesifChemb ss has I radiative
be usejO siteisnat rapers fordellve or buyer is not pr a I delive of trusses,
Buyer is res onsible to a a was for I Ing at$ due I 'i
. 0 as sh n in are raph 7 below . to n itions.
this layout, A $5 or hour fee for revi, is subject to change if any changes are made in
Ions may be charged by Chambers Tnua,.
a
7 This is a RCHASE ORDER to Chambers Truss of the sum agreed to or if no
agreement a rea noble price. Invoice will be made In delivery and Paid within terms of not
on delivery, Invoice may be made at scheduled date of delivery if buyer cannot accept
delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable
attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service
charge will be added for all sums not Paid within terms,
8 Signature or Initials anywhere on this sheet constitutes agreement to all terms herein.
9. In consideration of Chambers Truss extending credit for this material the undersigned
unconditionally guarInt... payment when due of any and .11 indebtedness owed to
Chambers Truss by any entity receiving material and the undersigned gia, to Pay such
Indebtedness including attorneys fees, if default in Payment for material y. ,iade by the
recipient.
10. In the event of any litigation concerning this agreement, the items fiurnis�.ecl hereunder
or Payments referred to herein, the Parties agree that the sole venue for any such action will
be Saint Lucie County, Florida,
11 Design responsibilities are Par "National Standard And Recommended Guidelines On
Responsibilities For Construction Using Metal Plate Connected Wood Trusses
ANS[t'FPI/WTCA 4 - 2002"
I I ''I I
Asigneadarbarmaybaits I q I L I * I ad I per,
pallitentriul
Multliole Ply trusses must be fastened together per engineering
before they are get failure to do so can result In roof collapse.
TOMPorary and Permanent bracing are required and can save life
and PrOPerty and Is the responsibility of the truss erector.
Study the contents of the Information Packet Included on delivery
before setting trusses.
Tnmn mustbeastal braced P��dsslgrl Pwmt"& damage.
Trusses must be 111i Plumb and square
Do not set bunks or stick of Alywood, roofing material or any
other concentrated loads on trusses, this can cause collapse
DO NO FT 3SES 'SIN W1_SA___y_0_UT
USE LAYOUT DELIVERED WITH TRUSSES T F41S LAYOUT
OS U57
SES
0 SET TRUSSES
CHAMBERS TRUSS INC
eAgg
3105 Oleander Avenue
Fort Pierce, Florida 34982.6423
800-551-5932
Fort Pierce 772-465-2012 Fox 772-465-8711
Vsro Beach 772-569.2012 Stuart 772-286-3302
Web Site: CHAMBERSTRUSS.COM
Email: MAIL@CHAMBERSTRUSS.COM
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG
198413ILTMORE ST. #114
PORT ST. LUCIE, FIL 34984
PAUL WELCH, P. E. FLA REG NO 29M
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
ST LUCIE COUNTY
Wind Design Criteria
N/A
Wind Design Method
N/A
Roofing Material
NO ROOF
Loading in PSF - - - -
- - - - - - - - - - - - -
- Floor
Top Chord Live - - - -
- - - - - - - - - - - - -
- 40
Top Chord Dead - - -
- - - - - - - - - - - - -
- 10
Bottom Chord Live - -
- - - - - - - - - - - - -
- 0
Bottom Chord Dead - -
- - - - - - - - - - - - -
- 5
TOTAL Load - - - - -
- - - - - - - - - - - - -
- 55
Duration Factor - - - -
- - - - - - - - - - - - -
- 1
Top Chord C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by builder.
Conforms to FBC 2010
Verify DESIGN CRITERIA shown above with the*
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record .
sessess
Chambers Truss Inc. Drawing Name: 70851
Scale: 1/4 = 1'
39 total trusses, 2 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:
Date: 11/21/12 Revised: 12/28/12
FOR
RX. DAVIS CONSTRUCT!dDN
DESCRIPTION:
HALL HANGAR
PAGE 1 of I CUSTOMER INITIALS EACH PAGE
4
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w
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L.BS HORIZONTAL REACTION
z z
:r @ CENTER HINGES - OUTWARD
@ @ PULL ON HINGES AND HEADER
"5003- LBS = HORIZONTAL REACTION
@ END HINGES = OUTWARD
PULL ON HINGES AND HEADER
4VP(05LBS@HINGE=W0RSTCASE ' R L
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LBS HORIZONTA
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.�6
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61 61—
IMPO RTAINT NOTE
THE RECEIVING BUILDING DOOR HEAbER ANb BRACES
MUST BE DESIGNED AND CONSTRUCTED BY arHERS
TO RESIST THE DOOR LOAbS SHOWN ON THESE DRAWINGS.
AND WITHOUT EXCEEDING THE INDICATED bEFLEMON LIMITS
NOTES
1. STRUCTURAL FRAME DSSr4NEb FOP. WIND LOAD POqUIREMENTS
PROWDE08YASCE740
IT IS 09SICNED TO MEET T14E 2011O.FLORIDA SUILDINO CODE
rr is NOT beGr"b FOR sushuc FoRcEs. -, i
z. FRAME MEMBERS SHALLMeCT THE REqUlREM5b!Vk-
OF AISC STEEL CONVMUCTIO14 MANUAL
ANDAsTMA5D0-GkADE4STE8L
3. ANOLESFXPES AND FINS TO MEET ASTM -A99 ' 2
4. BOLTS S14ALL MEET ASTM -A307.0k ASTAK -A32 * 5 1
'book HEADER TO BE DESIGNED BY OrrSS fog fiAX ZEFLECTION
STATED IN DESICN OMVraA.
6, BTFOLD /HYDRAVLIC DOOR HEMES TO BE BOLTROTb RU[Lt)IW DOOR HEADER
7. THTS book FALLS UNDER SECTION 1715.6.3.2 OF 7IHE12007
FLORIDA BUILDING CODE
S, DOOR X5 DESISNEU FOR AN ENCLOSED SUILbING
AS DEFINED IN ASCE 7-10
OALL DOOR FRAME MEMBER CONNECTIONS TO BE WELDED
DESIGN CMERIA AND MATERIAL 51-RENGTH
I ULTIMATE WIND LOAD 460 MPH
NOMINALWIND LOAD 124 MPH
FXPOSURIE .. ... .................. . . .............. . ...........
RISK CATAGORY
2 TUBE STEEL MEMBERS .... . .......... ...... . . . ............... 46 KSI
3 HINGES AN6LC4I,ANb PINS_- ... 36 KST
4 WELD . ......... E70XX
5 MAXALLOWAOU&TAICAL DEFLECTIOR. 3 INCHES
Al,CENTERLT.N DER (DEFLECTION.
INCREASES INCREMENTALLY FROM 0 AT
COLUMN-110 CENTERLINE) .... ...... ......
6 MAXALLOWASLE HORIZONTAL I)EFLECTION 0 INCHES.
AT CENTERLINE OF HEADER (DEFLECTION
INCREASES INCREMENTALLY FROM 0 AT
COLUMN TO CENTERLINE) ....... :
7 MA)aMUM HORIZONTAL FRAME DRIFT IS H/60
8 MA)aMUm ALLOWABLE INWARD OR OUTWARD,
DEFLECTION OF HYDRAULIC DOORSME COLUMNS U90
0 ESTIMATED DOOR WEIGHT (FRAMING) .4639 LOS
SHEATHING ANDINSULATION 729 LBS
MISCELLANE6usmms Lis
E61TMATED TOTAL DOOR WEZ6HT 5368 LOS
MEMBER SIZES
MEMBER SIZE
A
N/A
B
211 x 5"
x 3/16" TS
BA
3 1/2"
x 511 x 5/16" ANGLE
HHT
411 x 5"
x 1/4" TS
HHA
- 411 x 411
x 1/4" ANGLE
c
N/A
D
Di
211 x 51t
2fI x 5"
x yie 11 TS
x 3/16" TS
DA
*1 x 3"
x 1/4 ANGLE
SRT
'511 x 211
x 3/8"TS
SRA
411 x 411
x 1/4" ANGLE
E
2" x 2"
x 14 gage TS
El
211 x 411
x 14 gage
F
N/A
G
N/A
I
N/A
1
211 x 611
x 3/i6"TS
K
211 x 211
x 3/16" TS
L
, 2vy x 51T
x 3/1611 TS
W
x 2"
x 1/4" ANGLE
Z
�20"
3 WIND PINS
51-10 1121,
THE RECEMNS BUILI)INSI)OOR HF_4bEkAND SPACES MUST BE UESI&4ED
AND cONSTRUCTEDBY OTHERS TO RESISTTHEDOOR LOADS SHOWN dN
THESE DRAWOSSS AND WITHOUT EXCEEDING THE lkl)ICATED
DEPLEMONLrmm
Lli
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D. Dl--�
0
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PAUL WELCH INC.
MECH-ELECT-CIVIL ENG
1984 BILTMORE ST. #114
PORT ST. LUCIE, FL 34984
PAUL WEI rH, P.E. FLA REG NO 29945
L:: V k 5 w wi �np
*lzD13OR SECTION
0
_R7/_1j__r*_0=
f—f �IC3 E
—T-5 1/211
1 /4' 2 112" 2 1/2#
p , F,
4�41 I- rr-2'-0 112'-
INTERNA17ONAL ENGXNEEMN& A$5OaATBjNcjs RESpONSIBLE 01,Ly
FOP THE DES16N OF THE FRAMING MEMBERS SHOWN ON TICS PLANTHEY
ARE NOT AFSP09SIBLE FOR THE SELECTION OF HINGESgFrING CABLES,
PULLEYS MOTORS, ELECMCAL EQUIPMENT� OR HYDkAULICREATED ELEMENTSI
�Ea E. 1-4 1 E.
H-HIN(31E DETAIL
�L_Cs 0 1112
, —s 6 S --r—i
TOP CYLINDER
SIDE
ATTACHEMENT
E AND ANGLE)---fT—
BY SCHWEISS 11
_JL
2 1129
7"ND -H�INGE DETAIL
Box 220 Fallfax, m" 55332
Phones 507-426-8273 IF= 507-424-7400
WtERMT10NAL WMIFERV40 ASSOW1-es n4a.
CE�RTIRCATE or- Amqp3zATxoN wO, jj��
SOUfl� EAST MUNER BOULEVARD, SUrrE $00
ROCA RATON, FLORTbA 38432
TELEPHONE. (561) 391-9499 FAX NO. (u6l)36I!3ql_
TOLL FREE NUMBER (088) 606-8311
I*ROJECT:
J08# 213261
LOCATION:,
ST. 4UCIEv FL
IMARKIDATEI CIMSCRIPTION
PRE3%JEC;T NO. 313Z61/,20l.Z_
ORAWN E3Y ElMK
OMSIGNFEC) By
CHIMCKrED E3y
PLOT DATF_
a
POJEC'r NO.
"T '. -HALL
FILEL'C ffcjrT -DANT A
A
TRUSS TYPE
EXTERIOR
DOOR CLEAR OPENING:
so 1.0" X (SEE: DETAIL 4)
IBEAM STUD COLUMNS
BY OTHERS/BUILDING
ENGINEER, DESIGN OVERALL DOOR SIZE:
T13P WEATHER ri__�TD BE BASED CIN LOADING
Lwi*'"
'64
SEAL BY DIAGRAM. SEE DETAIL 4,
SCHWEIS& 4 9'-7" x 1 4'- 1 C3 1/411
HHA DESIGN WIND LOAD:
H
) I �i 00 160 MPH, EXPOquRE
SCHWEISS PO #:
20261
L O�D ' 1�0 �RA M��
NOT SMA
1�9rz 130AW9155 5ft-CMAT
_ 7�
,�U�LIC C�)ETA�IL
SHEET
�2 ES E �CT I C �IN OF