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Scale: 1' = 3/16"
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SPAN
15'6"
9'0"15
SPAN
32'0"6
967'10
IV
9,0,19 3'
SPAN
187'4
127'4
3' yI— 910„8 I - 3,4„
UN A F 10'- 11 1/4" ELEV.
SPAN SPAN
24'3"4 } 814, } 6' I 13'0"4 RIQ _6' } 8'0"6 } 1874 —9'0"8 3'4" �{
j' 967'10
I 967'10
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WALL HEIGHTS
9'-4" ELEV.
10'4" ELEV.
17'-0" ELEV:
HANGER SCHEDULE
SIMPSON OR EQUAL
CITY. TYPE
35 HUS-26
2 HGUS-28-2
2 HGUS-210-3
SPECIAL NOTES TO BUILDER
ALL AREAS OF ROOF OR FLOOR NOT DESIGNED
INTO ROOF OR FLOOR TRUSS SYSTEM BY TRUSS
COMPANY TO BE FRAMED BY BUILDER AS DESIRED.
ALL HAND FRAMED AREAS ARE THE RESPONSIBILITY OF
THE PROJECT ENGINEER OF RECORD AND BUILDER.
WHERE APPLICABLE ALL DROP CEILINGS FRAMED
DOWN BY BUILDER AS DESIRED.
ALL WALLS, COLUMNS, LEDGERS, AND BALLOON / KNEEWALL
FRAMING SHOWN ON THIS TRUSS PLACEMENT PLAN ARE
REQUIRED BY TRUSS ENGINEERING TO BE LOAD BEARING, AND
MUST BE IN PLACE BEFORE ERECTING TRUSSES. BUILDER
TO ACCOMODATE.
WHERE APPLICABLE ALL LEDGER SIZE, NUMBER OF
PLYS AND ATTACHMENT BY PROJECT ENGINEER OF RECORD
AND BUILDER.
UNLESS NOTED OTHERWISE ALL BEAMS ARE THE
RESPONSIBILITY OF THE PROJECT ENGINEER OF
RECORD AND BUILDER.
TRUSSES ADJACENT TO A NON 90 DEGREE STAIRCASE
ARE NOT DESIGNED TO CARRY STAIRS OR ANY COMPONENT HEEL V'3
THEREOF. HGT. —
WHERE APPLICABLE ALL JACK TRUSSES AT HEXAGONAL OR
OCTAGONAL ROOF AREAS TO BE BEVELED BY BUILDER
IN FIELD.
UNLESS NOTED ON TRUSS ENGINEERING DIAGRAMS,
2X2 OVERHANG NAILERS ARE NOT PROVIDED BY TRUSS
COMPANY. BUILDER TO MATCH ALL FACIAS WHERE
REQUIRED.
WHERE A 2-PLY HANGER IS REQUIRED TO BE USED ON
A 1-PLY TRUSS DUE TO ENGINEERING RESTRAINTS, BUILDER
TO PAD OUT HANGER TO ASSURE PROPER ATTACHMENT AND
DESIGN VALUES OF HANGER.
TO INSURE AGAINST POSSIBLE PROBLEMS WHEN ERECTING
TRUSSES IT IS THE RESPONSIBILITY OF THE BUILDER TO
REVIEW AND CONFIRM, OR DISPUTE, ALL ITEMS HEREIN PRIOR
TO ACTUAL MANUFACTURING AND DELIVERY OF ROOF AND / OR
FLOOR TRUSS SYSTEM. TRUSSES WILL BE PRODUCED ACCORDING TO
THIS TRUSS PLACEMENT PLAN.
ALL TRUSSES SPACED AT 24" O.C. UNLESS NOTED
OTHERWISE.
PITCH 12
6
SQUARE CUT
OVERHANG
CO
TYPICAL END DETAIL
N.T.S.
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 CODES,
FILE COPY
TJ TRUSS SUPPLIES ALL STANDARD
TRUSS TO TRUSS CONNECTORS FOR
GRAVITY LOADS ONLY. ALL UPLIFT
CONNECTIONS ARE BY BUILDER. ALL
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 =120 MPH TYPE: MWFRS / C & C j
DESIGN CRITERIA: ASCE 7-98 / FBC
CATEGORY: II EXPOSURE: B
ROOF LOADS FLOOR LOADS
TCLL: 20 TCLL: 11
TCDL: 7 TCDLI l
BCLL: 10 BC L L�
BCDL: 3 BCDL:
TOTAL: 40 TOTAL:
ALLOWABLE 1.25 ALLOWABLE
INCREASE INCREASE.
DEFLECTION 360/240 DEFLECTION
DRAWN BY:'D. MAISON CHECKED BY:
DATE: 4/20/2005 DATE:
REVISIONS:
1.) COMPLETE RE -DRAW 9/20/2005 DNM
2.)
3.)
4.)
5.) _
APPROVAL IS)NEEDED
WEEKS PRIOR TO DELIVERY DATE
YOUR SIGNATURE WILL ACKNOWLEDGE
(1) AUTHORIZATION TO BEGIN FABRICATION
(2) VERIFICATION OF DIMENSIONS
PITCHES, HEEL HEIGHTS, OVERHANGS, ETC.
(3) TRUSSES WILL BE BUILT IN STRICT
ACCORDANCE WITH THIS LAYOUTI
❑ APPROVED ❑ APPROVED AS NOTED
SIGNED
DELIVERY DATE
DELIVERY ADDRESS:
SPANNING THE DISTANCE - WITH PEAK PERFORMANCE
weesataaaaaa - —_ -_
MODEL # N/A
ERTIF! ATE°°•� a,,,
�5 JOB # 50551
° CUSTOMER: DRAWDY RESIDENCE
STATE OF
FLORIDA PROJECT: CUSTOM RES.
pONAL OWNER: DRAWDY
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ADDRESS:
LAYOUT DRAWN FROM PLANS LAST DATED APRIL, 2005 111 ST. LUCIE