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12
5
4 1/16
16"
2x4
2x4
Typical EndTypical EndPlumb Cut
BUILDING SUPPLY P
COR.
RAYMOND
SINCE1957
Roof Covering:Scale :Date :Drawn By:
3/16" = 1'-0"March 12, 2013Brad Fischer
D. R. HORTON
Address:
RBS# :RBS# :Builder:Builder:Owner :Owner :County :County :City :City :Address:Lot :Lot :Block :Block :Sub :Sub :Model :Model :
Roof Covering:Scale :Date :Drawn By:
0998506M20998506M2
2554 ELEV A or B W/ LANAI
Job InformationJob InformationJob InformationJob Information
Raymond Building Supply CorpRaymond Building Supply CorpRaymond Building Supply CorpRaymond Building Supply Corp
North Fort MyersNorth Fort Myers
North PortNorth PortTel (941) 429-1212
RevisionsRevisionsRevisions
Date# Remarks
Date:Date:
Signed:Signed:
Hanger KeyHanger KeyHanger KeyHanger Key
Your Signature WILL Acknowledge:Your Signature WILL Acknowledge:Your Signature WILL Acknowledge:
(D)=HHUS28-2(C)=HUS28
(A)=LUS24
(E)=HGUS28-2
(F)=HGUS28-3(G)=GTU80(H)=THGBH3(I)=THGBH4(J)=THJA26
(K)=SUL26(L)=SUR26(M)=HHUS46(N)=THA422
Design CriteriaDesign CriteriaDesign CriteriaDesign Criteria
WIND = MPH160
GRAVITYGRAVITY WINDWIND
NaplesNaples
0998506M2
Int.
TILE/SHINGLE
Unless Otherwise Noted.Unless Otherwise Noted.
*** All Hangers are HUS26*** All Hangers are HUS26
BBB
ASCE 7-10ASCE 7-10ASCE 7-10EnclosedEnclosedEnclosed
Cat II Residential 1.0Cat II Residential 1.0Cat II Residential 1.0
Tel (239) 731-8300
Tel (239) 348-7272
7751 Bayshore Rd.
Fax (239) 731-0383
N. Fort Myers, Fl. 33917
Return One Approved Placement Plan
start until RETURNED!!Scheduling will NOT
Wind Load Type :Building Type :Building Exposure :
Usage :
= Hanger Symbol Denotes= Hanger Symbol DenotesTruss - to - Truss Connection.Truss - to - Truss Connection.
202010
50
55
10
24
DURATION= 1.25
MWFRS and COMPONENTS & CLADDING
TC LLTC DLBC DL
TOTAL
PSFPSFPSF
PSF
PSFPSF
PSF
TC DLBC DL
TOTAL
Spacing: " O.C.
***=HUS26
Accordance with this Placement Plan.and Trusses. Trusses will be made in STRICT
It is YOUR responsibility to check this plan.
CONTRACTOR'S responsibility.
Connections.
@ 45. Jacks requiring an angle other than thisare to be cut in field by OTHERS.
by Truss Plant are to be FIELD FILLED byContractor.
kind will be accepted unless SPECIFICALLYAUTHORIZED in writing by Truss PlantManagement.
8) Hip Jacks & Corner Jacks are DOUBLE beveled
7) NO back charges or crane charges of any
6) Truss Plant supplies only TRUSS to TRUSS
5) Any Valleys or Ceiling drops NOT provided
4) ALL permanent and temporary bracing, is
3) Erection of trusses per TPI Bulletin BCSI-B1
2) Verification of ALL Dimensions, Conditions,
1) Authorization for FABRICATION.
MWFRS and COMPONENTS & CLADDING
Bottom Chord Analyzed with 10 PSF Non-ConcurrentLive Load and 20 PSF Concurrent Live Load onTrusses Designed with Storage as Specified onLayout See Shop Drawings for Specifics.
Reactions Over 5000 Lbs and UpliftsOver 1000 Lbs are Listed on the Layout
24Spacing: " O.C.24Spacing: " O.C.
Unless Otherwise Noted.Unless Otherwise Noted.
Reactions Over 5000 Lbs and UpliftsOver 1000 Lbs are Listed on the LayoutReactions Over 5000 Lbs and Uplifts
Over 1000 Lbs are Listed on the Layout
35'
20'9"2'8"5'10"2'8"3'1"
36
'6"
4'5
"5
'11
"
6'6
"
35'
20'4"8'4"6'4"
11'1"17'7"
9'
8'7"
2'8
"4
0'1
1"
33
'8"
7'3
"5
'11
"6
'6"
2'6" 15'4"
2'6
"1
0'
3'
2'
2'
3'
7'
2'
2'
2'
2'
7'
2'
2'
2'
2'
2'
2'
2'
2'
2'
7'
2'6
"81'1
0"
15'4"
46
'10
"1
0'
2'8
"
63
'4"
7'4
"
63
'4"
7'
2'
3'8"16'
2'
1'4"
1'7"
17
'6"
BEARING KEY
19'-4" A.F.F.
9'-4" A.F.F.
A A A A A
OPENTO WIND
ALL LANAI'S AND ENTRIES AREDESIGNED PARTIALLY ENCLOSED
AAAAAAAA
CONNECTIONBY BUILDER
OV
ER
HA
NG
BY
BU
ILD
ER
8" Max Coffer Per Eng.
A
A
Flat Ceiling19'-4" @ F.F.
Flat Ceiling19'-4" @ F.F.
Flat Ceiling19'-4" @ F.F.
Flat Ceiling19'-4" @ F.F.
Flat Ceiling19'-4" @ F.F. Flat Ceiling
9'-4" @ F.F.
Flat Ceiling20'-0" @ F.F.
SEE FLOOR LAYOUT FOR GIRDER
SPAN
SPAN
SPAN
SPAN
SPAN
OP
EN
TO
WIN
D
Fla
tC
eili
ng
9'-4"
@F
.F.
NOTE:NO MECHANICAL EQUIPMENT LOADSIN OR HUNG FROM TRUSSESie: AIR HANDLERS OR WATER HEATERS
1 BJF4/30/10 REMOVE A/H ROOM IN ATTIC
MOVE 'A7' 8" TO FRONT
2 BJF8/23/10 CHANGE LANAI TO 10' x 16'
3 BJF3/30/11 MOVE 'A7' BACK 8"
4 3/12/13 BJFNEW CODE - NEW REACTIONS
U = 1044#
U = 1119#
GARAGERIGHT
HJ1
0
CJ1
CJ3
CJ5
CJ5B
CJ3B
CJ1
CJ1
CJ3A
CJ5A
A13 2-PLY
A12
A11
A10
A9
HJ10A
CJ5
CJ3
CJ1EJ7EJ7A
EJ7B
D1
J2
J2BJ1A
J1J2A
J1
J1A
J2BJ2
A8
A7
A6
A5
A4
A3
A2
A1 2-PLY
HJ10
EJ7H
EJ7G
EJ7F
EJ7C
CJ5
CJ3
CJ1
CJ1
CJ3
CJ5
EJ7E
EJ7D
EJ7
EJ4
CJ1
CJ3
CJ5
B1
B2
B3
HJ10
CJ1
CJ3
CJ5
CJ5
CJ3
CJ1
HJ1
0
CJ5
CJ3
CJ1
B4
EJ7
V2A
V4A
CJ1
C4
C5
HJ4
CJ1
EJ3
HJ5
CJ1
CJ3
CJ3
CJ1
L2
L1
CJ5
CJ3
CJ1
HJ10 H
J10
CJ1
CJ3
CJ5
CJ5
CJ3
CJ1
CJ1
CJ3
CJ5
EJ7
C3
C2
C1
CJ1A
HJ4A
HJ4
A
CJ1A
CJ1A
CJ1A
EJ3A
EJ1
C6
V6
V4
V2
V2
PAGE NO: 1 OF 1
B.C. BearingFloor Truss
Typical EndTypical End
RIBBON2x4
DE
PT
H2
0"
SPAN
BUILDING SUPPLY P
COR.
RAYMOND
SINCE1957
Roof Covering:Scale :Date :Drawn By:
1/4" = 1'-0"March 13, 2013Brad Fischer
D. R. HORTON
Address:
RBS# :RBS# :Builder:Builder:Owner :Owner :County :County :City :City :Address:Lot :Lot :Block :Block :Sub :Sub :Model :Model :
Roof Covering:Scale :Date :Drawn By:
0998506M30998506M3
2554 FLOOR
Job InformationJob InformationJob InformationJob Information
Raymond Building Supply CorpRaymond Building Supply CorpRaymond Building Supply CorpRaymond Building Supply Corp
North Fort MyersNorth Fort Myers
North PortNorth PortTel (941) 429-1212
RevisionsRevisionsRevisions
Date# Remarks
Date:Date:
Signed:Signed:
Hanger KeyHanger KeyHanger KeyHanger Key
Your Signature WILL Acknowledge:Your Signature WILL Acknowledge:Your Signature WILL Acknowledge:
(D)=HHUS28-2(C)=HUS28
(A)=LUS24
(E)=HGUS28-2
(F)=HGUS28-3(G)=GTU80(H)=THGBH3(I)=THGBH4(J)=THJA26
(K)=SUL26(L)=SUR26(M)=HHUS46(N)=THA422
Design CriteriaDesign CriteriaDesign CriteriaDesign Criteria
WIND = MPH0
GRAVITYGRAVITY WINDWIND
NaplesNaples
0998506M3
Int.
Unless Otherwise Noted.Unless Otherwise Noted.
*** All Hangers are HUS26*** All Hangers are HUS26
BBB
ASCE 7-10ASCE 7-10ASCE 7-10ENCLOSEDENCLOSEDENCLOSED
Tel (239) 731-8300
Tel (239) 348-7272
7751 Bayshore Rd.
Fax (239) 731-0383
N. Fort Myers, Fl. 33917
Return One Approved Placement Plan
start until RETURNED!!Scheduling will NOT
Wind Load Type :Building Type :Building Exposure :
Usage :
= Hanger Symbol Denotes= Hanger Symbol DenotesTruss - to - Truss Connection.Truss - to - Truss Connection.
40105
55
10
1
24
DURATION= 1.00
MWFRS and COMPONENTS & CLADDING
TC LLTC DLBC DL
TOTAL
PSFPSFPSF
PSF
PSFPSF
PSF
TC DLBC DL
TOTAL
Spacing: " O.C.
***=HUS26
Accordance with this Placement Plan.and Trusses. Trusses will be made in STRICT
It is YOUR responsibility to check this plan.
CONTRACTOR'S responsibility.
Connections.
@ 45. Jacks requiring an angle other than thisare to be cut in field by OTHERS.
by Truss Plant are to be FIELD FILLED byContractor.
kind will be accepted unless SPECIFICALLYAUTHORIZED in writing by Truss PlantManagement.
8) Hip Jacks & Corner Jacks are DOUBLE beveled
7) NO back charges or crane charges of any
6) Truss Plant supplies only TRUSS to TRUSS
5) Any Valleys or Ceiling drops NOT provided
4) ALL permanent and temporary bracing, is
3) Erection of trusses per TPI Bulletin BCSI-B1
2) Verification of ALL Dimensions, Conditions,
1) Authorization for FABRICATION.
MWFRS and COMPONENTS & CLADDING
Bottom Chord Analyzed with 10 PSF Non-ConcurrentLive Load and 20 PSF Concurrent Live Load onTrusses Designed with Storage as Specified onLayout See Shop Drawings for Specifics.
Reactions Over 5000 Lbs and UpliftsOver 1000 Lbs are Listed on the Layout
24Spacing: " O.C.24Spacing: " O.C.
Unless Otherwise Noted.Unless Otherwise Noted.
Reactions Over 5000 Lbs and UpliftsOver 1000 Lbs are Listed on the LayoutReactions Over 5000 Lbs and Uplifts
Over 1000 Lbs are Listed on the Layout35'
20'9"2'8"5'10"2'8"3'1"
56
'
2'8
"3
6'6
"4
'5"
5'1
1"
49
'6"
6'6
"
35'
20'4"8'4"6'4"
11'1"
17'7"
8'7"
56
'
2'8
"4
0'1
1"
33
'8"
7'3
"5
'11
"6
'6"
16'2" 6'5"4'5"
6'9"
15
'2"
1'6
"
2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2'
1'1
0"
2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2'1'8
"2' 2' 2'
2'
2'
1'8"
2'
2'
18
'5"4
17
'11
"8
11
'6"
18
'
20
'8"
3'0
"8
6"
3'2
"81
4'1
"
14
'8"8
18
'3"
14
'8"4
BEARING KEY
9'-4" A.F.F.
NOTE:NO MECHANICAL EQUIPMENT LOADSIN OR HUNG FROM TRUSSESie: AIR HANDLERS OR WATER HEATERS
A/C CHASE
A/C CHASE
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
MMMM
E
M
M
20" DEEP 24" O.CFLOOR TRUSSES
20" DEEP 24" O.CFLOOR TRUSSES
20" DEEP 24" O.CFLOOR TRUSSESTRUSSES HELD BACK 3/4"
TRUSSES HELD BACK 3/4"
TRUSSES HELD BACK 3/4"
TR
US
SE
SH
EL
DB
AC
K3
/4"
TR
US
SE
SH
EL
DB
AC
K3
/4"
SP
AN
SP
AN
SP
AN
SP
AN
SP
AN
SP
AN
1 BJF2/11/10 ADDED GABLE END TRUSSES
NOTE:GABLE END TRUSSES ARENOT SYMETRICAL. SEE SHOPDRAWINGS FOR PLACEMENT
2 BJF10/26/10 MOVE BRG WALL 1". -1" TO 'F1'
+1/2" TO 'F9', +1" TO 'F10'
3 3/13/13 BJF
D
NEW CODE - NEW REACTIONS
R = 6294#U = 1162#
R = 5148#
2-PLY
2-PLY
2-P
LY
GARAGERIGHT
FG4
F12 F11 F10 F9 F8F13
FG
B1
F15
F16
FGB5
F1F2
F2
F6
F7
F3F4F5
F14
FG
B2
FG
B3F
GB
4
FG3
FG
2
FG1
PAGE NO: 1 OF 1
This
sign
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This
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Eng
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This
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Eng
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r of R
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Stru
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This
sign
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d se
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for w
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perf
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ed b
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Eng
inee
r of R
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