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12' 4-8"
CONNECTION
'STEP @ PORCH BREAK, BEAM#1 BY 1111_1
LOPE TO BE FRAMED BY BLDR. BTM @ 23�R
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FT32
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TM @ 23'-0
FT35 I'Al" ZDSPACE
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FT36 023'-0'
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1.81. OODSPACE
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i- 6'
0 2X- LEDGER
BY BUILDER
ui TOP 8" STEP (i�� PORCH BREAK,
SLOPE TO BE FRAMED BY BLDR.
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FT20
FT20
FT20
FT20
I 2X- LEDGER I
BY BUILDER.
TOP @ 10'-0-1r2"
6'
CONNECTION
BY BUILDER.
EITM @ 2V-0".
73'8"
2x- LEDGER
BY BUILDER.
TOP @ 24'-8-112"
52'
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AIC HASE
2' 2' 2' 2- 2'
2'
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- - -
- - - - -
- - - - -
IN LL. TOP 1123'-0"
--
-
11:00�
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107'
zi 1"
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Pi
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TOP @ 24-8-1/2"
4
0"
66"
0
NO NEED FOR STRUCTURAL
COLUMN UNDERNEA1
H GIRDERi
I"T EIRG. COL.
i
BEARING POINTS
C A Top a 2T-0"
TOPS CM 23LO��
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2�4'
— 20'110"
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564"
73-8"
3RD FLOOR FRAMING
mum
_5512"
4210" —
5-
4'8" ---4'1
16!'DEEP FLOOR TRUSSES.
TOPS @ 2*-4-, BTMS @ 23-4-1
COLUMN AND CAPS BY THE
BUILDER. TOPS @ 23'-0".
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I UL
20
00
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2x- LEDGER
BY BUILDER.
TOP 0 24'-0-1/2"
2x- LEDGER
CONNECTION BY BUILDER.
BY BUILDER. TOP@24'-8-1/r
BTM @ 2V-0".
T
TYPICAL FLOOR DETAIL
24" DEEP 2x4 FLOOR TRUSS
26-8"
SPAN
----------------------------
IL ---- BEARING-ELEV ------- JI
I I
23'-0" 133RG HGT
01 1 24-411 BRG HGT,&/" TYPICAL END DETAIL
D I
C-4 1
ROOF
PITCH 12
6
26-0" 133RG HGT
------------ --------------------- 4
HEEL
HANGERS HEIGHT
L-------- ------------------ re�
6" p
HSUR-26-2: 1
U-24 -.9 2'
BID I HUS-26: 14 24" PLUMB
i CANTILEVER
L----------------------------- A
Al I "r:r'-" TPHQQr:Q 0-FLY IU 0 N 'i
2x4 FLOOR SYSTEMS:
T4" 5-
24" DEEP TOP -CHORD
LEDGER BEARING TRUSSES.
16" DEEP PORCH FLOORS,
BLDR TO FRAME SLOPE IN FIELD.
SPACING AT 24" AND 16".
3rd: TOPS @ 25-0". BTMS @ 23'-0".
2nd: TOPS @ 1 V-0". BTMS @ 9'4'.
r------------------------------ 1
BEAMS:
------------------------------
2-PLY, 24" DEEP x 1-3/4"
BEAIM :271-01' LENGTH
BEAM#2: 27'-0" LENGTH
5. 01102W
1 L -----------------------------
2X- LEDGER C4 <�
BEAM#2 2X- LEDGER 2X- LEDGER BY BUILDER. � i � "
BY BUILDER. BYBUILDER. TOP@ 8'-6" LU LU U.1 w
TOP 0 W-0-1/2" TOP 0 10--8-1/2" \\ I I F_____j I SCANNED
16'0"12
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— 16'8"12 -
FLAT CLG.
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— 1410"
20'10" —
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BEARING ELEV
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CONNECTI ON
BY BUILDEIR.
BY BUILDER.
TOP @ I 0�0".
THESE PLANS AND ALL PROPOSED WORK
BY BUILDER.
TOP @ 10'-8-1/2'
RTM a iff n-
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
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CONCEALED,FASTENERS
(L) 0
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MAY BE NECESSARY IN ORDER TO
OR ATTACHMENTS
4'
1
610" -
-OMPLY WITH ALL APPLICABLE CODES.
ARE THE RESPONSIBILP OF THE
m1a
40'6"
—7'4"—
7'4" 1'1
CONTRACTOR OF RECORD
—
768"
2ND
FLOOR
FRAMING
7-08-06
LAYOUT DRAWN FROM PLANS LAST
DATED
IMPORTANT NOTE
TJ TRUSS PROVIDES STANDARD TRUSS TO
TRUSS HANGERS. ALL STRAPS AND UPLIFT
TIEDOWNS TO FLAT GIRDERS,BEAMS,WALLS,
AND JACKS ARE SUPPLIED BY BUILDER.
DRAWN WALLS ARE BEARING WALLS
UNLESS OTHERWISE STATED. ALL
UNDER FRAMING OF DROP CEILINGS
AND FINISH FRAMING OF SPECIAL
CEILINGS IS BY BUILDER.
TJ TRUSS IS NOT RESPONSIBLE FOR
TEMPORARY BRACING OF THE ROOF SYSTEM.
FOR TEMPORARY AND PERMANENT BRACING
T REQUIREMENTS, SEE HIB-91/BCSI
BRACING REQUIRED BY THE INDIVIDUAL
TRUSSNVEB COMPONENTS IS TO OVERCOME
BENDING OF SPECIFIC COMPRESSION
MEMBERS DUE TO GRAVITY OR WIND
LOADS AND SHOULD NOT BE CONFUSED
WITH THE BRACING REQUIREMENTS OF THE
BUILDING STRUCTURE, AND SHALL BE
INSTALLED BY THE BUILDER.
TJ TRUSS DISCLAIMERS:
FOR ANY CONFLICT BETWEEN THIS
SETTING PLAN AND THE INDIVIDUAL
ENGINEERED DRAWINGS, THE
INDIVIDUAL ENGINEERED DRAWING
WILL TAKE PRECEDENCE. DO NOT
CUT OR ALTER ANY TRUSS WITHOUT
CONSULTING A DESIGNER AT TJ TRUSS
FIRST. ANY PARTY WHO CUTS OR
DAMAGES A TRUSS SHALL BE
RESPONSIBLE FOR THE COST OF THE
REQUIRED ENGINEERING DESIGN AND
REPAIR OF THE TRUSS. NO BACK
CHARGES WILL BE ACCEPTED UNLESS
APPROVED IN WRITING BY AN OFFICER
OF TJ TRUSS CORP. FAILURE TO SEEK
THE RESOLUTION OF A PROBLEM UNTIL
AFTER THE ROOF IS SHINGLED OR THE
DRYWALL IS INSTALLED SHALL
CONSTITUTE ACCEPTANCE OF THE
PROBLEM BY THE CUSTOMER AND THE
CUSTOMER SHALL BEAR TOTAL FINANCIAL
RESPONSIBILITY TO RESOLVE THE
PROBLEM.
CUSTOMERS RESPONSIBILITY:
PROVIDE AND INSTALL ANY AND ALL
PERMANENT BRACING REQUIRED BY
THE TRUSS DESIGNS. PROVIDE A
SUITABLE UNOBSTRUCTED AREA TO
UNLOAD TRUSSES. TO ERECT ALL
TRUSS COMPONENTS IN ACCORDANCE
WITH THE TRUSS PLATE INSTITUTE
PUBLICATION BCSI AND TO SEEK
PROFESSIONAL HELP AND ADVICE ON
ANY QUESTIONS PRIOR TO THE
ERECTION OF THE TRUSSES.
WIND SPEED= 140MPH TYPE: MWFRS
DESIGN CRITERIA: FBC'04/ ASCE7-02 AND C&C
CATEGORY: 11 (RES) EXPOSURE: "D"—
ROOFLOADS FLOOR LOADS
TCLL� 20 TCLL: 40
TCDL: 16 TCDL: 20
BCLL: 1 BCLL: 0
BCDL: 10 BCDL: 5
TOTAL: 56 TOTAL: 65
ALLOWABLE 1.25 ALLOWABLE 1.00
INCREASE INCREASE
DEFLECTION __3QM1Z4D__ 11 DEFLECTION 4801360
DRAWN BY: JOHN CORONA11 CHECKED BY:
DATE: 10-03-06 DATE:
REVISIONS:
1.) D27 JC� 2-13-07
2.) p3- JC- 2-23-07
3.) D4- JC7 7-13-071 ADDED FG20A. RMVD WALL.
4.)
115-)
APPROVAL IS NEEDED
(4)
WEEKS PRIOR Tb DIELIVERY DATE
YOUR SIGNATURE WILL ACKNOWLEDGE
9
(1) AUTHORIZATION TO BEGIN FABRICATION
.2
(2) VERIFICATION OF DIMENSIONS
r
.5
PITCHES, HEEL HEIGHTS, OVERHANGS, ETC.
E
(3) TRUSSES WILL BE BUILT IN STRICT
00
ID
'a
ACCORDANCE WITH THIS LAYOUT!
�2 t� -9
g �
11�1
APPROVED -NO CHANGES
-5 0
0 6
OAPPROVED AS NOTED
Z�, y
REVISE AND RESUBMIT
r
'0 01
00
E`15
A. � �- �. , �,
SIGNED DATE
DELIVERY DATE
1- 16 1.
62 "'o , -
Tj -- n, -0
2 �. �' 9
89
0
-60
c Lj b:2
-� 12 � F
DELIVERY ADDRESS:
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C,4
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(D 0 �0 (- a-
12
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06-:
TRUSS CORP
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C.T 0
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2801 INDUSTRIAL 33RD
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FT. PIERCE, FL. 34946
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T�
(772) 466 - 3388
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SPANNING THE DISTANCE - WITH PEAK PERFORMANCE
MODEL#
D3
.3 t, %% JOB # 61003 P 1 2FILE COP
z CUSTOMER: G.W. PURUCKER
z JU 3 211117
PROJECT: KRUSE RES
TE OF
DA
OWNER:
ADDRESS: LOT 70 WATERSONG
TRUSS PL E NL COUNTY: PALM BEA(-11
NO BACK CHARGES WITHOUT PRIOR APPROVAL FROM A REPRESE-NIm-ATIVE OF TJ TRUSS CORP.
"//5'
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2'
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2' 4' 2'
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6/12 ROOF,
24" CANT.
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68'8"
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5.
TBACK
CJ3
LL
Cii
N N 11 11 11 11 11 11 11 11 11 11 11 �' — 4" 11
I c)
49'
A
61'4"
ROOF
USS PLAN
co
7'4"
5' &
COLUMNS AND CAPS
BY THE BUILDER. TOPS @ 31'-B".
GIRDER TRUSSED 16" DEEP,
TOP @ 33'-0", BTM @ 31'-8".
Cii T
cc
"Y'161
5' -�
Cilc
C2G
L)
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6
2
LL
D
Cl 0=
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ci
C2G
44-
ci 1 C
BID
TYPICAL END DETAIL
ROOF
PITCH 12
6 F�
HEEL
HEIGHT
6"
[--s- 2' --E-d
24" PLUMB
CANTILEVER
----------------------------
BEARING ELEV
---------------------------- 4 1
134'-0" BIRG HGT
147'-4" BRG HG
I� T
L------------------------- - I
HANGERS
----------------------------
HUS-26: 3
L--------------------------- i
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMpLy WITH ALL APPLICABLE COOKIII.
:w'ONCEALE0 FASTENERS OR ATTACHMENTS
IMPORTANT NOTES
TJ TRUSS PROVIDES STANDARD TRUSS TO
TRUSS HANGERS. ALL STRAPS AND UPLIFT
TIEDOWNS TO FLAT GIRDERS,BEAMS,WALLS,
AND JACKS ARE SUPPLIED BY BUILDER.
DRAWN WALLS ARE BEARING WALLS
UNLESS OTHERWISE STATED. ALL
UNDER FRAMING OF DROP CEILINGS
AND FINISH FRAMING OF SPECIAL
CEILINGS IS BY BUILDER.
TJ TRUSS IS NOT RESPONSIBLE FOR
TEMPORARY BRACING OF THE ROOF SYSTEM.
FOR TEMPORARY AND PERMANENT BRACING
REQUIREMENTS, SEE HIB-91/BCSI
BRACING REQUIRED BY THE INDIVIDUAL
TRUSS/WEB COMPONENTS IS TO OVERCOME
BENDING OF SPECIFIC COMPRESSION
MEMBERS DUE TO GRAVITY OR WIND
LOADS AND SHOULD NOT BE CONFUSED
WITH THE BRACING REQUIREMENTS OF THE
BUILDING STRUCTURE, AND SHALL BE
INSTALLED BY THE BUILDER.
TJ TRUSS DISCLAIMERS:
FOR ANY CONFLICT BETWEEN THIS
SETTING PLAN AND THE INDIVIDUAL
ENGINEERED DRAWINGS, THE
INDIVIDUAL ENGINEERED DRAWING
WILL TAKE PRECEDENCE. DO NOT
CUT OR ALTER ANY TRUSS WITHOUT
CONSULTING A DESIGNER AT TJ TRUSS
FIRST. ANY PARTY WHO CUTS OR
DAMAGES A TRUSS SHALL BE
RESPONSIBLE FOR THE COST OF THE
REQUIRED ENGINEERING DESIGN AND
REPAIR OF THE TRUSS. NO BACK
CHARGES WILL BE ACCEPTED UNLESS
APPROVED IN WRITING BY AN OFFICER
OF TJ TRUSS CORP. FAILURE TO SEEK
THE RESOLUTION OF A PROBLEM UNTIL
AFTER THE ROOF IS SHINGLED OR THE
DRYWALL IS INSTALLED SHALL
CONSTITUTE ACCEPTANCE OF THE
PROBLEM BY THE CUSTOMER AND THE
CUSTOMER SHALL BEAR TOTAL FINANCIAL
RESPONSIBILITY TO RESOLVE THE
PROBLEM.
CUSTOMERS RESPONSIBILITY:
PROVIDE AND INSTALL ANY AND ALL
PERMANENT BRACING REQUIRED BY
THE TRUSS DESIGNS. PROVIDE A
SUITABLE UNOBSTRUCTED AREA TO
UNLOAD TRUSSES. TO ERECT ALL
TRUSS COMPONENTS IN ACCORDANCE
WITH THE TRUSS PLATE INSTITUTE
PUBLICATION BCSI AND TO SEEK
PROFESSIONAL HELP AND ADVICE ON
ANY QUESTIONS PRIOR TO THE
ERECTION OF THE TRUSSES.
WIND SPEED= 140MPH TYPE: MWFRS
DESIGN CRITERIA: FBC'04/ ASCE7-02 AND C&C
CATEGORY: 11 (RES) EXPOSURE: "D"
ROOFLOADS FLOOR LOADS
TCLL: 20 TCLL:
TCDL: 16 TCDL:
BCLL: 10 BCLL:
BCDL: 10 BCDL:
TOTAL: 56 TOTAL:
ALLOWABLE 1.25 ALLOWABLE
INCREASE INCREASE
DEFLECTION 360/240 DEFLECTION
DRAWN BY: JOHN CORONA CHECKED BY:
DATE: 10-03-06 DATE:
REVISIONS:
1.) D2: JC: 2-13-07: G.T. AT FRONT BALCONY.
2.) D3: JC: 3-23-07 ... ONLY P12 CHANGED
3.) D4: JC: 7-13-07 ... ONLY P12 CHANGED
4.)
5.)
ARE I HE RUPONSIBILITY OF THE
APPROVALIS NEEDED
CONTPACTOR
OF RECORD
(4)
WEEKS PRIOR TO DELIVERY DATE
YOUR SIGNATURE WILL ACKNOWLEDGE
(1) AUTHORIZATION TO BEGIN FABRICATION
9
(2) VERIFICATION OF DIMENSIONS
PITCHES, HEEL HEIGHTS, OVERHANGS, ETC.
(3) TRUSSES WILL BE BUILT IN STRICT
ACCORDANCE WITH THIS LAYOUT!
'0
.0
:0
v
F-1 APPROVED -NO CHANGES
0
Cc).
ID
r
82
8'0
[—]APPROVED AS NOTED
0
M REVISE AND RESUBMIT
62000
�6 :1
1113
SIGNED DATE
DELIVERY DATE
C 8
C
(D
C�."' �r"
DELIVERY ADDRESS:
0
TRUSS CORP
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2801 INDUSTRIAL 33RD
Tj
OL -0
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FT. PIERCE, FL. 34946
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(772) 466 - 3388
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7!F_ t"'a
T
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7-nq-nr.
SPANNING THE DISTANCE - WITH PEAK PERFORMANCE
MODEL #
D 1 P
JOB# 61003 P22 FILF
CUSTOMER: G.W. PURUCKER
PROJECT: KRUSE RES
OWNER:
ADDRESS: LOT 70 WATERSONG