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RES check Software Version 4.0.1
Compliance Certificate
Project Title: COTTAGES @ MATTITUCK 05.236
Report Date: 06/07/07
Data filename: F:IMEC AND RES CHK PROJECTSI05 Projectsl05.236 COTTAGE @MATTITUCK.rck
Energy Code:
New York State Energy Conservation
Construction Code
Suffolk County, New York
Detached 1 or 2 Family
Non-Electric
14%
5750
Location:
Construction Type:
Heating Type:
Glazing Area Percentage:
Heating Degree Days:
Construction Site:
Owner/Agent:
Designer/Contractor:
GARY CANNELLA ASSOCIATES
55 KNICKERBOCKER AVE.
BOHEMIA, NY 11716
Compliance Passes MaXimum Uk 250 Your Home UA 248 -> 0.8% Belter Than Code (UA)
Gross Cavity Cont. Glazing UA
Assembly Area or R.Value R-Value or Door
Perimeter U-Factor
Ceiling 1: Flat Ceiling or Scissor Truss:
Wall 1 : Wood Frame, 16" a.c.:
Window 1: Vinyl Frame:Double Pane with Low-E:
Door 1: Solid:
Door 2: Glass:
Floor 1: All-Wood JoistITruss:Ov rUn
The proposed building repr
with this permit applicatio
Code requirements. W
his/her knowledge. b
1100
1278
145
20
40
1100
30.0
13.0
19.0
0.0 39
0.0 88
0.340 49
0.290 6
0.340 14
0.0 52
he building plans, specifications, and other calculations submitted
aa d Ign to meet the New York State Energy Conservation Construction
sta ped and signed this page, they are attesting that to the best of
a s or pecifications are in compliance with this Code.
-;
Date
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COTTAGES @ MATTITUCK 05.236
Page 1 of 4
REScheck Software Version 4.0.1
Inspection Checklist
Date: 06/07/07
Ceilings:
o Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation
Comments:
Above-Grade Walls:
o Wall 1 : Wood Frame, 16" a.c., R-13.0 cavity insulation
Comments:
Windows:
o Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.340
For windows without labeled U-factors, describe features:
#Panes _ Frame Type
Comments:
Thermal Break? _ Yes _ No
Doors:
o Door 1: Solid, U-factor: 0.290
Comments:
o Door 2: Glass, U-factor: 0.340
Comments:
Floors:
o Floor 1: All-Wood JoistfTruss:Over Unconditioned Space, R-19.0 cavity insulation
Comments:
Air Leakage:
o Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed.
o Recessed lights are 1) Type Ie rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from
combustible materials. If non-Ie rated, fixtures are installed with a 3" clearance from insulation.
Vapor Retarder:
o Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors.
Materials Identification:
o Materials and equipment are installed in accordance with the manufacturer's installation instructions.
o Materials and equipment are identified so that compliance can be determined.
o Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
o Insulation R-values and glazing V-factors are clearly marked on the building plans or specifications.
o Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a
manner that achieves the rated R-value without compressing the insulation.
Duct Insulation:
o Supply ducts in unconditioned attics or outside the building are insulated to R-8.
o Return ducts in unconditioned attics or outside the building are insulated to RA.
o Supply ducts in unconditioned spaces are insulated to R-8.
o Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in
basements.
COTTAGES @ MATTITUCK 05.236
Page 2 of 4
Duct Construction:
o All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric,
or tapes. Tapes and mastics are rated UL 181A or UL 1818.
Exceptions:
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pal.
o The HVAC system provides a means for balancing air and water systems.
Temperature Controls:
o Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest
zone.
Electric Systems:
o Separate electric meters exist for each dwelling unit.
Fireplaces:
o Fireplaces are installed with tight fitting non-combustible fireplace doors.
o Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York
State, the Residential Code of New York State or the New York City Bui/ding Code, as applicable.
Service Water Heating:
o Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat
trap or is part of a circulating system.
o Circulating hot water pipes are insulated to the levels in Table 1.
Circulating Hot Water Systems:
o Circulating hot water pipes are insulated to the levels in Table 1.
Swimming Pools:
o All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable
sources. Pool pumps have a time clock.
Heating and Cooling Piping Insulation:
o HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2.
COTTAGES @ MATTITUCK 05.236
Page 3 of 4
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes
Heated Water
Temperature (OF)
170-180
140-169
100-139
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
Q5 1~ 1B 2~
0.5 0.5 1.0 1.5
0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes
Piping System Types
Heating Systems
Low PressurelTemperature
Low Temperature
Steam Condensate (for feed water)
Cooling Systems
Chilled Water, Refrigerant and
Brine
Fluid Temp.
Range(OF)
Insulation Thickness in Inches by Pipe Sizes
2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4"
40-55
Below 40
1.0 1.5 1.5 2.0
0.5 1.0 1.0 1.5
1.0 1.0 1.5 2.0
0.5 0.5 0.75 1.0
1.0 1.0 1.5 1.5
201-250
120-200
Any
NOTES TO FIELD: (Building Department Use Only)
COTTAGES @ MATTITUCK 05.236
Page 4 of 4
N69052 O"E
ON FOUND MON FOUND
~ 2n.87' ,: ~.
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....~r LOT 22 / 1.75'
~ L 13,657 sq.ft. " /
11\ Q.31acres,/ J
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w _
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. I 8,911 sq.~. 1111
... 0.20 acres .
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141.31'
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I LOT 19 I ".
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RECHARGE BASIN
49,203 sq.ft.
1.13 acre.
TO BE DEDICATED TO THE
TOWN OF SOUTHOLD
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PEDESTRIAN AND
EMERGENCY ACCESS
TO BE DEDICATED TO THE
TOWN OF SOUTHOLD
5,988 S.F. .q.ft.
0.14 acre.
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3 12-19-06 ADD COVENANTS AND RESTRIC
2 11-10-06 ADO ADJACENT BUILDINGS
1 08-25-06 REVISE PER COMMENTS
NO. DATE DESCRIPTION
Date: 04/25107
Transaction(s):
22 22
Town Of Southold
P.O Box 1179
Southold, NY 11971
* * * RECEIPT * * *
Reference
3682-37
Cash
Septic Permit - Construct - Resid.
Total Paid:
Name:
Island, Estates East Lie
175 Pinelawn Road Suite 100
Melville, NY 11747
Clerk ID: BONNIED
Subtotal
$220.00
$220.00
Internal 10: 3682-3703
KENNETH L. EDWARDS
MARTIN H. SIDOR
GEORGE D. SOLOMON
JOSEPH L. TOWNSEND
MAIUNG ADDRESS:
P.O. Box 1179
Southold, NY 11971
OFFICE WCATION:
Town Hall Annex
54375 State Route 25
(cor. Main Rd. & Youngs Ave.)
Southold, NY
PLANNING BOARD MEMBERS
JERILYN B. WOODHOUSE
Chair
r.-:--"--'..'---
(~ ~ (r:1 [1 n ~7
i! U ['.- - ..,._u.'
lu~ 26,
I
Telephone: 631 765-1938
Fax: 631 765-3136
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
ii
J ..../
,
1"1'.'
MEMORANDUM
To: Building Department
From: Anthony Trezza, Senior Planner
Date: November 26,2007
Re: The Cottages at Mattituck
It has been brought to the Planning Board's attention that the Building Department is
preparing to issue Certificates of Occupancy for a number of residences in the recently
constructed Cottages at Mattituck. Please be advised that the Planning Board has no
objections to the issuance of the CO's because the builder has agreed to complete the
installation of the monuments within 60 days of the date ofthis correspondence. In
addition, the Town will not release the bond until such time as all work is completed.
.
; .
,
Permit #
Permit Date
REScheck Software Version 3.7.3
Compliance Certificate
Project Title: COTTAGES @ MATTITUCK 05.236
Report Date: 12/07/06
Data filename: F:\MEC AND RES CHK PROJECTS\05 Projects\05.236 COTTAGE@ MATTITUCK .rck
Energy Code:
New York State Energy Conservation
Construction Code
Suffolk County, New York
Detached 1 or 2 Family
Non-Electric
14%
5750
Location:
Construction Type:
Heating Type:
Glazing Area Percentage:
Heating Degree Days:
Construction Site:
Owner/Agent:
Designer/Contractor:
GARY CANNELLA ASSOCIATES
55 KNICKERBOCKER AVE.
BOHEMIA, NY 11716
Compliance Passes Maximum UA 250 Your Home UA 248 u> O.8%} Better Than Code (UA)
Assembly
..... .
.: -. o' . . . . .. . . . ~",
Ceiling 1: Flat Ceiling or Scissor Truss:
WaUl: Wood Frame, 16" D.C.:
Window 1: Vinyl Frame:Double Pane with Low-E:
Door 1: Solid:
Door 2: Glass:
Floor 1: All-Wood JoistfTruss:Over Unconditioned Space:
1100
127B
145
20
40
1100
19.0
0.0 39
0.0 BB
0.340 49
0.290 6
0.340 14
0.0 52
30.0
13.0
The proposed building represented in this document is consistent with the building plans, specifications, and other calculations
submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation
Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that
to the best of hislher knowledge, belief, and professional judgment, such plans or specifications in Uan ith thi Co e.
Builder/Designer
Company Name
/
COTTAGES @MATTITUCK05.236
Page 1 of4
. .
REScheck Software Version 3.7.3
Inspection Checklist
Date: 12/07/06
Ceilings:
o Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation
Comments:
Above-Grade Walls:
o Wall 1 ; Wood Frame, 16" C.C., R-13.0 cavity insulation
Comments:
Windows:
o Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.340
For windows without labeled U-factors, describe features:
#Panes _ Frame Type Thermal Break? _ Yes _ No
Comments:
Doors:
o Door 1: Solid. U-factor: 0.290
Comments:
o Door 2: Glass, U-factor: 0.340
Comments:
Floors:
o Floor 1: All-Wood JoisVTruss:Over Unconditioned Space, R-19.0 cavity insulation
Comments:
Air Leakage:
o Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed.
o Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from
combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation.
Vapor Retarder:
o Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors.
Materials Identification:
o Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
o Materials and equipment must be identified so that compliance can be determined.
o Manufacturer manuals for all installed heating and cooling equipment and seNics water heating equipment must be provided.
o Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
Duct Insulation:
o Supply ducts in unconditioned attics or outside the building must be insulated to R~8.
o Return ducts in unconditioned attics or outside the building must be insulated to R-4.
o Supply ducts in unconditioned spaces must be insulated to R-8.
o Return ducts in unconditioned spaces (except basements) must be insulated to R-
o Return ducts in unconditioned spaces (except basements) must be insulated to R-2.
. Insulation is not required on return ducts in basements.
Duct Construction:
COTTAGES @ MATTITUCK 05.236
Page 2 of 4
. .
o All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives),
mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 1818.
Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500
Pal.
o The HV AC system must provide a means for balancing air and water systems.
Temperature Controls:
o Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest
zone.
Electric Systems:
o Separate electric meters are required for each dwelling unit.
Fireplaces:
o Fireplaces must be installed with tight fitting non-combustible fireplace doors.
o Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building
Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable.
Service Water Heating:
o Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral
heat trap or is part of a circulating system.
o Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
o Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
o All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from
non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
o HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table
2.
COTTAGES @MATTITUCK05.236
Page 3 of 4
.
. .
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Heated Water
Temperature (OF) Upto 1" Up to 1.25" 1.5" to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-189 0.5 0.5 1.0 1.5
100-139 0.5 0.5 0.5 1.0
Non-Circulating Runouts
Circulating Mains and Runouts
Table 2: Minimum Insulation Thickness for HVAC Pipes
Piping System Types
Heating Systems
Low PressurefT emperature
Low Temperature
Steam Condensate (for feed water)
Cooling Systems
Chilled Water, Refrigerant and
Brine
Fluid Temp.
Range("F)
Insulation Thickness in Inches by Pipe Sizes
2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4"
1.0 1.5 1.5 2.0
0.5 1.0 1.0 1.5
1.0 1.0 1.5 2.0
0.5 0.5 0.75 1.0
1.0 1.0 1.5 1.5
201-250
120-200
Any
40-55
Below 40
NOTES TO FIELD: (Building Department Use Only)
COTTAGES @ MATTITUCK 05.236
Page 4 of4
Index Page 1 of 1
Permit Number:
Miscellaneous:
Lot Number:
Address:
The information in this box is for administrative purposes only and is not part of the engineering review
Standard Loadina:
T.C. live 30 psf
T.C Dead 7 psI
B,C live 0 psf
Be Dead 8 psf
Total 45 psf
Truss Fabricator:Triangle Building Products
Job Reference:Q608030 - Ranch Roof
ROBBINS 6904 Parke East Blvd Engineering Index Sheet
Tampa. FL 33610-4115
ENGINEERING. INC. Phone: (813) 972-1135 Index Page 1 of 1
Job Number Date Specification Quantity
T07041879 04/20/2007 12
A Professional Engineer's seal affixed to this Index Sheet indicates the acceptance of Professional E~ineering
responsibilities for Individual truss comftonents fabricated in accordance with the listed and attached russ Specification
Sheets. Determination as to the suitabi i~ of these individual truss components for any structure is the resRonsibil~ of the
Building Designer, as defined in ANSJrr r 1-2002, Section 2.2. Permanent files of the original Truss Speclficstion heet are
maintained by Robbins Engineering, Inc. Questions regarding this Index Sheet and/or the attached Specificatton Sheets may
be directed to the truss fabricator listed above or Robbins Engineering, Inc. (Sofware - Online Plus)
ANSI/ASCE 7-02
Wind Speed. 120 MPH
Mean Roof HI. - 25 FT
Exposure Catergory - C
Occupancy Factor - 1.00
MWFRS
Enclosed
Notes: Refer to individual
truss design drawings for
special loading
conditions.
Date Mark
[1~4/20/071 C1 1
C=f---ni4i20/071 G2---1
0-=]24/20/071 T4I
Date Mark
~~~
16 104/20/0~~
i10-------roo~T5-1
Date Mark
Ll'~7071Gn
I 7 104/201071 T2 1
1 11 104/20/071 v--;--j
Date Mark
~Lt2~~1D
1 8 104/2~O
1 12 104/2QIQ'?'L...:-{U
lr~:~S~~ig~fj$~.rer: Thomas A. Alban;
Address: P,O. Box 280055. Tampa, Fl33682
.___nQ;!!E;!! Sealed:~!?_012007____
I Job I
I. Q608030'----_CL
I U#J#Q60863.0 Ranch Roof
I
!
Mark
T
2-11-9
J
-~t-~
Quan
2
Type
VLM. SB
Span
51009
P1-H1
6
DG 6-7-0
HO .
f--~
lx311
D
3x4-;::.
A
I~
E
lx311
/-771/ / /
S-lO~9
5-10-9
---5-10-9---
ALL PLATES ARE LOCK2Q
Left OH
o
Righ t OH i Engineering
o ! T07041879
HO 2-11-9
lx311
F
2x411
B
G C
lx311 2x411
//1
-j
Scale: O_590~ = l'
Online Plus Version 21.0.012
RUN DATE: 4-20-07
Robbins Engineering, Inc./Online Plus'M APPROX. TRUSS WEIGHT, 25.6 LBS
CSI SIZE LUMBER
TOP 0.36 2X 3 SPF-#2
BTM 0.21 2X 3 SPF-#2
WBS 0.11 2X 3 SPF-STUD
REPETITIVE MEMBER INCREASES:
FB 15.0% FT 0.0% FC 0.0%
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN.
STANDARD LOADING
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 37.8 7.0
BTH CHD 0.0 8.0
TOTAL 37.8 15.0 52.8
SUPPORT CRITERIA
CONTINUOUS BETWEEN JNTS A & C
LEFT RIGHT
GIRD DIN - 4SX
MEMBR CSI P(LBS) M@lST M@2ND
TOP CHORDS
A-D 0.36 171 C -532 855
D-F 0.34 53 C -855 67
F-B 0.02 10 C -67 5
BOTTOM CHORDS
A-E 0.21 0 T -576 -194
E-G 0.07 0 T 194 78
G-C 0.03 0 T -78 0
WEBS
E-D 283 C G-F 86 T
CoB 22 C
DL+LL DEFL = 0.04ft IN A-D
LL DEFL < BRG-SPAN/240
SPAN/DEFL (DL+LL) = 999
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & SYP LUMBER
USING GROSS AREA TEST.
PLATES - 20 GAUGE LOCK
GRIPPING 514-250 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2003 3.00 X 4.00 4.0 2.5
B 4200 2.00 X 4.00 CTR CTR
C 4000 2.00 X 4.00 CTR CTR
D 1001 1. 00 X 3.00 1.6 0.4
E 1001 1. 00 X 3.00 CTR CTR
F 1001 1. 00 X 3.00 1.5 0.5
G 1001 1. 00 X 3.00 CTR CTR
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
1. TRUSSES MANUFACTURED BY
TRIANGLE BUILDING PRODUCT
2. EMPIRICAL ANALOG IS USED.
3. WIND LOADS - ANSI/ASCE 7-02
TRUSS IS DESIGNED AS A
MAIN WIND-PORCE RES SYSTEM
FOR EXTERIOR ZONE LOCATION
WIND SPEED - 120 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY FACTOR - 1.00
ENCLOSED BUILDING.
TC DEAD LOAD = 4.0 PSP
BC DEAD LOAD = 5.0 PSF
4. ROOF SNOW LOAD PER ASeE 7-02
GROUND SNOW LOAD = 45.0 PSF
RAIN LOAD NOT REQ'D
IMPORTANCE FACTOR: 1.00
RObb,ns Eng,neenng. InclOnline PillS'" ~ 1996-2007 VersIOn 210.012 Engoneering. Port'3Il 412012007 230c46 PM Page 1
THERMAL FACTOR: 1.00
EXPOSURE FACTOR: 1.20
(BALANCED FACTOR =0.84
UNBALANCED NOT REQ'D)
5. LIVE LOAD CHECK PER BOCA-96,
SECTION 1606.2.3
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 208 LBS.
7. FASTEN TRUSS TO BRG E
POR 287 LBS OP UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
8. FASTEN TRUSS TO BRG G
FOR 62 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
Truss Design Engineer: Thomas A. Albani
LIcense #: 077357-1
Address: P.O. Box 280055, Tampa, FL 33682
Dale Sealed: 4/20/2007
,--
I
Job
Mark
C2
Q608030
U# J#Q608030
Ranch Roof
l____
2x4i1
r///L/7:
j
Quan
2
Span
30209
Pl-Hl
6
Type
VLM. S8
DG 3-7-4
HO 4
'I
I
I
1-7-9
1
igt-
l-E1--~.
3-2-9
3-2-9
3-2-9
ALL PLATES ARE LOCK20
Robbins Engineering. Inc . (Online Plus'. APPROX. TRUSS
Online Plus -- Version 21.0.012 PLATING CONFORMS TO TPI.
RUN DATE: 4-20-07 PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & gyp LUMBER
USING GROSS AREA TEST.
PLATES - 20 GAUGE LOCK
GRIPPING 514-250 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR
CSt SIZE LUMBER
TOP 0.36 2X 3 SPF-#2
BTM 0.25 2X 3 SPF-#2
WES 0.05 2X 3 SPF-STUD
REPETITIVE MEMBER INCREASES:
FB 15.0% PT 0.0% FC 0.0%
LATERAL BRACING:
TOP CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y
BTMCHORD - CONTINUOUS A 2003 3.00 X 4.00 4.0 2.5
TRUSS SPACING - 24.0 IN. B 4200 2.00 X 4.00 CTR CTR
C 4000 2.00 X 4.00 CTR CTR
STANDARD LOADING
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 37.8 7.0
BTM CHD 0.0 8.0
TOTAL 37.8 15.0
SUPPORT CRITERIA
CONTINUOUS BETWEEN JNTS A ,C
52.8
GIRD
LEFT
DIN 4SX
RIGHT
MEMBR
CSI P(LBS) M@IST
TOP CHORDS
0.36 54 C -624
BOTTOM CHORDS
0.25 0 T -676
WEBS
131 C
M@2ND
A-B
A-C
COB
DL+LL DEFL = 0.05" IN A-B
LL DEPL < BRG-SPAN/240
SPAN/DEFL (DL+LL) = 744
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa. FL 33610
5
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
1. TRUSSES MANUFACTURED BY
TRIANGLE BUILDING PRODUCT
2. EMPIRICAL ANALOG IS USED.
3. WIND LOADS - ANSI/ASeE 7-02
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
POR EXTERIOR ZONE LOCATION
WIND SPEED - 120 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY FACTOR - 1.00
ENCLOSED BUILDING.
TC DEAD LOAD =
BC DEAD LOAD =
4. ROOF SNOW LOAD PER
o
4.0
5.0
ASCE
Robbins EngIneering, Inc /Online Plus""@ 1996-2007 Version 21.0.012 En.gineenng. Porlrall 41'201'200723045 PM Page 1
~~~;:~1'~";9 -1
I
Left OH
o
Right OH
o
2lC.4ii
HO
Scale: 0.816"::: l'
10.7 LBS
GROUND SNOW LOAD = 45.0 PSF
RAIN LOAD NOT REQID
IMPORTANCE FACTOR: 1.00
THERMAL FACTOR: 1.00
EXPOSURE FACTOR: 1.20
(BALANCED FACTOR =0.84
UNBALANCED NOT REQ'D)
5. LIVE LOAD CHECK PER BOCA-96,
SECTION 1606.2.3
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 107 LBS.
7. FASTEN TRUSS TO BRG A
FOR 81 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
8. FASTEN TRUSS TO BRG C
FOR 137 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
WEIGHT:
Truss Design Engineer: Thomas A. Albani
LIcense #: 077357-1
Address: P.O. Box 280055, Tampa, FL 33682
PSF
PSF
7-02
Date Sealed: 4120/2007
r-- ~-~'-.~-Job --r~ ------ I --- -_nT---~
I Hark I Quan Type Span P1-H1 Left OH Right OH Engineering
LQ608Q,10_ I Gl I 1 TR 380000 6 l- a- 0 1- 0- 0 T07041879
, -------- ~_________u__ ___,_
lt1-# J#Q608030 Ranch Roof
--~ - ~-
This truss is NOT symmetric.
Proper orientation 16 essential.
5x6=
DG 21-4-13 B DG 21-4-13
HO '.3 HO '-3
TT z ee
X EE
3x6-:::. 3x6-:::-
'i-- Sl GG S2
II
10-3~l5 KK
9-10-3 'I MM
11 N U I 00
~ I
L 4x6=
e
M 0 K Q S u W S3 y AA BB DO 1"1" S4 HH JJ LL NN pp RR
*2x411 3x6= 3x6=
Cant:4- 4 ~
W:308
R: 600
U, 234
~
-BCle ~7-4~0
ir7"7777-7-77777/ / / / / / / / / / / / / / / / / / " / , / / / Tr-~T7'/77-TTr777-T/ / / / / / / / TJ"""777l
_:Ll..:ll..:..L_
o
o
o
o
__38~0.f!__'--_.~----f-i
eoi
38-0-0
ALL PLATES ARE LOCK20
See Joint L For Typical Gable Plate Size and Placement
Scale: 0_166" = l'
-.J
38-0-0
Robbins
Online Plus -- Version 21.0.012
RUN DATE, 20-APR-07
Te
Be
GW
eS1
0.64
0.72
0.25
0.23
M -L
U -T
PP-OO
-Size-
2x ,
2x ,
2x 3
2x 3
o -N
JJ-II
RR~OO
2x 4 SPF-STUD
_-uLwnberu--
SPF-#2
SPF-#2
SP1"-#2
S1"F-STUD
K -1" S 4R
LL-KK NN~MM
WG
Brace truss as follows:
O.C. From To
TC Cont. 0- O. 0 38- 0- 0
BC Cont. 0- 0- 0 ]8- 0- 0
we I rows CLB on AA-Z
we 1 rows CLB on BB-B
we 1 rows CLB on DD-CC
Attach CLB with (l)-IOd nails
at each web.
psf-Ld Dead Live
TC 7.0 ]7.8
BC 8.0 0.0
TC+BC 15.0 37.8
Total 52.8 Spacing 24.0n
Lwnber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb~1.15 1"c=1.l0 Ft=l.lO
BC Fb~1.l0 Fc=l.lO Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 601 2]4 U ]56 R
K 3685 2095 U ]58 R
J'
A
K
Brg Size
].5"
368.0"
Required
1. 5-
88"-to~ 456"
Plus 6 Wind Load Case(s)
Plus 2 Unbalanced Load Cases
Hembr CSI 1" Lbs Axl-CSI-Bnd
----------top Chords----------
A -L 0.47 224 c 0.00 0.47
L -N 0.50 170 C 0.00 0.50
N -1" 0.64 164 T 0.00 0.64
P -R 0.64 268 C 0.00 0.64
R -T 0.08 258 T 0_04 0.04
T -Sl 0.09 346 T 0.05 0.04
Sl-V 0.09 350 T 0.05 0.04
V -X 0.12 4]] T 0.07 0.05
X 4Z 0.13 524 T 0.08 0.05
Z -8 0.14 596 T 0_09 0.05
B -CC 0.14 596 T 0.09 0.05
CC-EE 0.13 524 T 0_08 0.05
EE-GG 0.12 433 T 0.07 0.05
GG-S2 0.09 ]49 T 0.05 0.04
Bngineering, Inc./Online P1us~ APPROX.
S2-I1 0.09 346 T 0.05 0.04
II-KK 0.08 264 T 0.04 0.04
KK~MH 0.08 19] C 0.00 0.08
MH-OO 0.08 192 C 0.00 0.08
OO-QQ 0.14 193 C 0.00 0.14
QQ-C 0.14 218 T 0.00 0.14
--------Bottom Chords---------
A -H 0.64 178 T 0.03 0.61
H -0 0.64 178 T 0.03 0.61
o -K 0.72 178 T 0.03 0_69
K -S 0.72 178 T 0.03 0.69
S ~U 0.12 178 T 0.03 0.09
U -w 0.06 178 T 0.03 0.03
w -S3 0.03 178 T 0.03 0.00
S]*Y 0.0] 178 T 0.0] 0.00
Y -AA 0.04 178 T 0.03 0.01
AA-BB 0.04 178 T 0.03 0.01
BB-DD 0.04 178 T 0.0] 0.01
DD-FF 0.04 178 T 0.0] 0.01
F1"-S4 0.0] 178 T 0.03 0.00
S4-HH 0.03 178 T 0.03 0.00
HH-JJ 0.04 178 T 0.0] 0_01
JJ-LL 0.04 178 T 0.03 0.01
LL-NN 0.04 178 T 0.03 0.01
NN-PP 0.04 178 T 0.03 0.01
PP-RR 0.07 178 T 0.03 0.04
RR-C 0.11 178 T 0.01 0.10
----------Gable Webs----------
M -L 0_04 96 T
o *N 0.05 117 T
K -p 0.23 553 C
S -R 0.01 36 T
U -T 0.18 234 C
W -V 0.18 216 C
Y -x 0.25 220 C
AA-Z 0.09 218 C
BB-B 0.17 ]69 C
DD-CC 0.09 225 C
FF-EE 0.25 217 C
HH-GG 0.19 217 C
JJ4I1 0.16 215 C
LL*KX 0.12 217 C
NN-MM 0.09 219 C
1"1"-00 0.06 199 C
RR-OO 0.09 282 C
TRUSS
WEIGHT: 279.6 Les
L LOCK 2.0x 4.0 Ctr Ctr 0.00
N LOCK 2.0x 4.0 Ctr Ctr 0_00
1" LOCK 2.0x 4.0 Ctr Ctr 0.00
R LOCK 2.0x 4.0 Ctr Ctr 0.00
T LOCK 2.0x 4.0 Ctr Ctr 0.00
Sl LOCK 3.0x 6.0 Ctr Ctr 0.77
V LOCK 2.0x 4.0 Ctr Ctr 0.00
X LOCK 2.0x 4.0 Ctr Ctr 0.00
Z LOCK 2.0x 4.0 Ctr Ctr 0.00
BLOCK 5.0x 6.0 Ctr~O.l 0.69
CC LOCK 2.0x 4.0 Ctr Ctr 0.00
EE LOCK 2.0x 4.0 Ctr Ctr 0.00
GG LOCK 2.0x 4.0 Ctr Ctr 0.00
S2 LOCK 3_0x 6.0 Ctr Ctr 0.77
II LOCK 2.0x 4.0 Ctr Ctr 0.00
KK LOCK 2.0x 4.0 Ctr Ctr 0.00
MM LOCK 2.0x 4.0 Ctr Ctr 0.00
00 LOCK 2.0x 4.0 Ctr Ctr 0.00
00 LOCK l.Ox 4.0 Ctr Ctr 0.00
CLOCK 4.0x 6.0 Ctr 0.1 0.72
M LOCK 2.0x 4.0 Ctr Ctr 0_00
o LOCK 2.0x 4.0 Ctr Ctr 0.00
KLOCK 2.ax 4.0 Ctr Ctr 0.00
S LOCK 2.0x 4.0 Ctr Ctr 0.00
U LOCK 2.0x 4.0 Ctr Ctr 0.00
w LOCK 2_0x 4.0 Ctr Ctr 0.00
S] LOCK 3.0x 6.0 Ctr Ctr 0.77
Y LOCK l.Ox 4.0 Ctr Ctr 0.00
AA LOCK 2.0x 4.0 Ctr Ctr 0.00
BB LOCK 2.0x 4.0 Ctr Ctr 0.00
DD LOCK 2.0x 4.0 Ctr Ctr 0.00
FF LOCK 2.0x 4.0 Ctr Ctr 0.00
S4 LOCK ].Ox 6.0 Ctr Ctr 0.77
HH LOCK 2.0x 4.0 Ctr Ctr 0.00
JJ LOCK 2.0x 4.0 Ctr Ctr 0.00
LL LOCK 2.0x 4.0 Ctr Ctr 0.00
1 Br
1 Br
1 Br
Truss Design Engineer: Thomas A. Albani
License #: 077357-1
Address: P.O. Box 280055, Tampa, FL 33682
TL Defl
LL Defl
Shear II
-0.24" in A -H
-0.18" in A .M
Grain in N -1"
L/332
L/437
0.48
Plates for each ply each face.
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & SYP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross
Plate - RHS 20 Ga, Gross
Jt Type PIt Size X Y
A LOCK 4.0x 6.0 Ctr 0.1
A LOCK 2.0x 6.0 Ctr Ctr
Area
Area
JSl
0.72
0.00
RObb.ns Engineering. Inc_IQnhoe Plus"'@ 1996-2007 Vers,on 21 0012 Engineering. Portrait 4120/2007230.46 PM Page 1 of 2
Date Sealed: 4/2012007
~ Q6;~~30 L ~;k
I U# J#Q608030 Ranch Roof
------_..---,-------
NN LOCK
PP LOCK
RR LOCK
2.0x 4.0 Ctr Ctr 0.00
2.0x 4.0 Ctr Ctr 0.00
2.0x 4.0 Ctr Ctr 0.00
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
TRIANGLE BUILDING PRODUCTS
Analysis Confo~s To:
ANSI/TPI 95 & 02
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3),
leC/IRe-200) and FBC 2004
(section 1607.1),20.0 pst.
Refer to Gen Det 3 series for
web bracing and plating.
Wind Loads - ANSI / ASeE 7-02
Truss is designed as a Main
Wind~Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 25-0
Exposure Catego~: C
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 4.0 psf
Be Dead Load : 5.0 psf
Roof Snow Load per ASCE 7~02
Ground Snow Load 45_0 psf
Rain Load 0.0 pst
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbalanced Load Factor 1.25
Unbalanced Loads Checked
Load Factors = 1.25 and 0.00
Max compo torce 553 Lbs
Max tens. force 596 Lbs
Quality Control Factor 1.25
~----
Quan Type Span
I 1 TR 380000
LeftOHRight- OH]-~;meenng
1- 0- 0 1- 0- 0 T07041879
--- ---
PI-HI
6
Robb.n<; EnOln""nno In~ 10nlin.. Ph,<;'" ffJ 1996-:?OO7 v..,<;;on;>1 001;> Fnn.n"'''''''o. PfYlr,,,t 41?On11l17 "'In'41> PM P:m",',-,I'
r
I Q608030
1 U# J#Q608030
I
I
Robbins Engineering, Ine./Online Plus'. APPROX. TRUSS
Online Plus -- Version 21.0.012 QQ-C 0.15 355 C 0.00 0.15
RUN DATE: 2Q-APR-Q7 --------Bottom Chords-~-------
TT-Q 0.08 3 C 0.00 0.08
Q -5 0.07 1 T 0.00 0.07
S -u 0.04 0 T 0.00 0.04
U -w 0.01 0 T 0.00 0.01
W .53 0.00 0 T
S3-Y 0.00 0 T
Y -AA 0.01 0 T
AA-BB 0.01 0 T
BS-DD 0.01 0 T
DD-FF 0.01 0 T
FF-S4 0.00 0 T
S4-HH 0.00 0 T
HH-JJ 0.01 0 T 0.00 0.01
JJ-LL 0.01 0 T 0.00 0.01
LL.NN 0.01 0 T 0.00 0.01
NN-PP 0.01 0 T 0.00 0.01
PP-RR 0.03 0 T 0.00 0.03
RR-C 0.10 15 T 0.00 0.10
-------------Webs-------------
TT-SS 0.15 122 T 0.00 0.15
----------Gable Webs----------
Q -p 0.07 70 C 0.01 0.06
S -R 0.15 23] C 0.08 0.07
U -T 0.10 212 C 0.07 0.03
W ~v 0.05 218 C 0.04 0.01
Y -x 0.06 217 C 0.06 0.00
AA-Z 0.04 227 C 0.03 0.01
BB-B 0.03 326 C 0.03 0.00
DD-CC 0.03 227 C 0.03 0_00
FF~EE 0.06 217 C 0.06 0.00
HH-GG 0.04 217 C 0_04 0.00
JJ-II 0.07 215 C 0.07 0.00
LL-KK 0.07 217 C 0.07 0.00
NN~MM 0.07 218 C 0_07 0.00
PP-OO 0.07 204 C 0.07 0.00
RR~QO 0.17 272 C 0.09 0.08
CSI -Size- ----Lumber----
TC 0.15 2x , SPF-#2
BC 0.10 2x , SPF-#2
WB 0.15 2x , SPF-STUD
GW 0.17 2x 3 SPF - STUD
0.06 2x 3 SPF-#2
W -v y -x AA-Z BB-B
DD-CC FF-EE HH-GG
Tf
II
10-3-15
9-10-3
J1
r--QuanTYP;- S-pan-
,1 TR 310900
L_..._____,..._ _.~____.__
---- - --- --- - ----1--- --l
Pl-Hl Left OH Right OH I Engmeenng
6 0 1- 0- 0 T07041879
- -----~ - -- ~ --- -----.
Job
Mark
GIS
Ranch Roof
DG 16-1-5
HO 3-5-11
5x6c::
B
Z CC
'I
3x6-;.-
Sl v
I 1
JlJ
4x6.:..:
C
DG 21-4-13
HO 4-]
EE
GG
]x6..::;-
S2
II
KK
M>I
00
QQ
TT
2x411
Q
S
u
W S3 Y
3x6=
FF $4 HH
3x6=
JJ
NlI
pp
RR
AA
BB
DO
LL
1//////
////
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/~/"7"'Zlo
'0
10
--j1
~t--
1~-9-0
31-9-0
31-9-0
31.9-0
ALL PLATES ARE LOCK20
See Joint P For Typical Gable Plate Size and Placement
Scale: 0,192" = l'
0.00
0.00
0.00
0.00
WEIGHT: 252.0 LBS
CC LOCK 2.0x 4.0 Ctr Ctr 0_00
EE LOCK 2.0x 4.0 Ctr Ctr 0.00
GG LOCK 2_0x 4.0 Ctr Ctr 0.00
S2 LOCK ].Ox 6.0 Ctr Ctr 0.71
II LOCK 2.0x 4.0 Ctr Ctr 0.00
KK LOCK 2.0x 4.0 Ctr Ctr 0.00
MM LOCK 2.0x 4.0 Ctr Ctr 0.00
00 LOCK 2.0x 4.0 Ctr Ctr 0.00
QO LOCK 2.0x 4_0 Ctr Ctr 0.00
CLOCK 4.0x 6.0 Ctr 0.1 0.66
TT LOCK 2.0x 4.0 Ctr Ctr 0.45
Q LOCK 2.0x 4.0 Ctr Ctr 0.00
SLaCK 2.0x 4.0 Ctr Ctr 0.00
U LOCK 2.0x 4.0 Ctr Ctr 0.00
W LOCK 2.0x 4.0 Ctr Ctr 0.00
S] LOCK ]_Ox 6.0 Ctr Ctr 0.71
Y LOCK 2.0x 4_0 Ctr Ctr 0.00
AA LOCK 2.0x 4.0 Ctr Ctr 0.00
BB LOCK 2_0x 4.0 Ctr Ctr 0.00
DD LOCK 2.0x 4.0 Ctr Ctr 0.00
FF LOCK 2.0x 4.0 Ctr Ctr 0.00
S4 LOCK 3.0x 6.0 Ctr Ctr 0_71
HH LOCK 2.0x 4.0 Ctr Ctr 0.00
JJ LOCK 2.0x 4.0 Ctr Ctr 0.00
LL LOCK 2.0x 4.0 Ctr Ctr 0.00
NN LOCK 2.0x 4.0 Ctr Ctr 0.00
PP LOCK 2.0x 4.0 Ctr Ctr 0.00
RR LOCK 2.0x 4.0 Ctr Ctr 0.00
0_01
0.01
0.01
0.01
Brace truss as follows:
O_C_ From To
TC Cont. O~ 0- 0 31- 9- 0
BC Cont. 0- 0- 0 31- 9- 0
we 1 rows CLB on AA-Z
we 1 rows CLB on BB-B
we 1 rows CLB on DD-CC
Attach CLB with (2}-10d nails
at each web_
psf-Ld Dead Live
TC 7.0 ]7.8
BC 8.0 0.0
TC+BC 15.0 37.8
Total 52.8 Spacing 24.0R
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fbzl.lO Fc=1.10 Ft=1.10
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
TT 3606 2006 U 537 R
Jt
TT
Brg Size
381.0"
Plus 6 Wind Load Case(s)
Plus 2 Unbalanced Load Cases
Truss Design Engineer: Thomas A. Albani
License #: 077357-1
Address' P.O. Box 280055, Tampa, FL 33682
Membr CSI P Lbs Axl-CSI~Bnd
----------Top Chords----------
SS-P 0.05
P -R 0_09
R -T 0.09
T -S1 0.08
Sl-V 0.09
V -x 0.11
X -Z 0.11
Z -B 0.1]
B -CC 0.:12
CC-EE 0.12
EE-GG 0.10
GG-S2 0.08
S2-II 0_08
II-KK 0.08
KK-MM 0.08
MM-OO 0.08
oO-QO 0.12
REFER TO ROBBINS ENG. GENERAL
Required
O"-to- 381"
TL Def!
LL Defl
Shear II
0.00" in RR-C
O.OOR in RR-C
Grain in QO-C
L/999
L/999
0.26
112 T
130T
219 T
297 T
301 T
384 T
473 T
546 T
546 T
47] T
]83 T
299 T
295 T
277 C
298 C
318 C
336C
Plates for each ply each face.
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF k SYP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross
Plate - RHS 20 Ga, Gross
Jt Type PIt Size X Y
5S LOCK 2.0x 4.0 Ctr Ctr
PLOCK 2_0x 4.0 Ctr Ctr
R LOCK 2.0x 4.0 Ctr Ctr
T LOCK 2.0x 4.0 Ctr Ctr
Sl LOCK 3.0x 6.0 Ctr Ctr
V LOCK 2.0x 4.0 Ctr Ctr
X LOCK 2.0x 4.0 Ctr Ctr
Z LOCK 2.0x 4.0 Ctr Ctr
BLOCK 5.0x 6.0 Ctr-O.l
0.00
0_00
0.00
0.04
0.04
0.06
0.07
0.08
0.08
0.07
0.06
0.04
0_04
0.00
0.00
0_00
0.00
0.05
0_09
0.09
0.04
0.05
0.05
0.04
0.05
0.04
0.05
0.04
0.04
0.04
0.08
0.08
0.08
0.12
Area
Area
JSr
0.45
0.00
0.00
0.00
0.71
0_00
0.00
0.00
0.64
Robbins Englneenng. Inc/Online Plus""@1996-2007Verslon21 0012 Englneenng - Portrait 4120/200723046 PM Page 1 of 2
Date Sealed: 4/20/2007
r----
Job
1~~o8030
I U# J#Q608030
T
LGlS
Ranch Roof
Mark
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
TRIANGLE BUILDING PRODUCTS
Analysis Conforms To:
ANSI!TPI 95 & 02
OH Loading
Soffit pst 2.0
Design checked for LL on Be
per BOCA (section 1606.2.3),
lBC/IRe-20D3 and FBe 2004
(section 1607.1), 20.0 pst.
Refer to Gen Det 3 series for
web bracing and plating.
Wind Loads - ANSI / ASeE 7-02
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load: 4.0 pst
Be Dead Load: 5.0 pst
Roof Snow Load per AseE 7-02
Ground Snow Load 45.0 psf
Rain Load 0.0 pst
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbalanced Load Factor 1.25
Unbalanced Loads Checked
Load Factors = 1.25 and 0.00
Max compo force 355 Lbs
Max tens. force 546 Lbs
Quality Control Factor 1.25
r~~~;; _ T~e_~~~:~O
P1-H1
6
Rohhros EnOlORfmnn In~ IOnhn~ PIli""" i!;) 1996-2007 VRrsiOl1 21 0012 FnOlnF!F!nnn. Pnrtr;!j1 4000007 ?104fi PM P"ln~::> of::>
Left
o
OH
Right OH
1- 0- 0
Engineering -"l
_ T070~18~ .--l
__ ___J
lQ~Q~~30 :~-_I- ;;k
I U# J#Q608030 Ranch Roof
r--
I
DG 10-5-2
HO 4-7
Tf
I I
II
6-8-3
6-0-7
I
J
3x4=
A
--,---------
I Quan Type
__L~__ TR
Span
170000
4x4;::;
B
J
P1-H1
8
Q L
3x4::::
Left OH
1- 0- 0
r--Enginc:nng----I
. T07041879 !
j
I
I
I
I
I
I
!
H
'I'~/
"'2x411
D
B
G
I
Right OH
1- 0- 0
DG 10-5-2
HO 4-7
K
M
o
3x4=
C
N
P
r / / LLC/ / / LL / 777-LL/ / / / / / / / / / / 777 / / L /
I
I
L
~I
a
8-6-0
- 10-0-0
17-0-0
SPL
/7j
----j'~
17-0-0
17-0-0
APPROX. TRUSS
L/999
L!999
0.18
Area
Area
JS'
0.68
0.00
0.00
0.00
0.58
0.00
0.00
0.00
0.68
0.00
0.00
0.00
0.00
0.53
0.00
0.00
0.00
Robbins Englneerrng. Ii'lC IOnllne Plus""@ 1996-2007 Versmn 21 0.012 Engineering. POrlra'l 4120/200723047 PM Page 1
ALL PLATES ARE LOCK20
See Joint D Por Typical Gable plate Size and Placement
Scale-
0.344" = 1 ,___~
Robbins Engineering,
21.0.012 E -D
G -F
, -H
J -B
L -K
N -I<
P -0
IDe. /Onl10e Plus'~
0.10 238 T
0.08 199 T
0.11 210 C
0.06 86 C
0.11 210 C
0.08 199 T
0.10 238 T
TL De fl
LL Def!
Shear II
0.00"
0.00"
Grain
in P -C
in P -C
in A -0
Online Plus -- Version
RUN DATE: 20-APR-07
TC
BC
GW
CS'
0.09
0.07
0.11
----Lumber----
SPF-#2
SPF-#2
SPF-STUD
-5ize-
2x 4
2x 4
2x 3
Brace truss
O.C.
TC Cont.
BC Cont.
as follows:
From
0- 0- 0
0- 0- 0
To
17- 0- 0
17- 0- 0
psf-Ld Dead Live
TC 7.0 34.3
BC 8.0 0.0
TC+BC 15.0 34.3
Total 49.3 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
Be Fb=1.l0 Fc=l.lO Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1850 1095 U 223 R
Jt
A
Brg Size
204.0"
Required
O"-to- 204"
Plus 6 Wind Load Case(s)
Plus 2 Unbalanced Load Cases
Mambr CSI P Lbs AxI-C5I-Bnd
----------Top Chords----------
A -0 0.09 177 C 0.00 0.09
D -F 0.09 86 C 0.00 0.09
F -8 0.07 83 T 0.00 0.07
H -B 0.07 202 T 0.00 0.07
B -K 0.07 202 T 0.00 0.07
K -M 0.07 83 T 0.00 0.07
M -0 0.09 86 C 0.00 0.09
o -C 0.09 177 C 0.00 0.09
--------Bottom Chords---------
A -E 0.07 5 T 0.00 0.07
E -G 0.03 0 T 0.00 0.03
G -I 0.01 0 T 0.00 0.01
I -J 0.01 0 T 0.00 0.01
J -Q 0.01 0 T 0.00 0.01
Q -L 0.00 0 T
L -N 0.01 0 T 0.00 0.01
N -P 0.03 0 T 0.00 0.03
P -C 0.07 5 T 0.00 0.07
----------Gab1e Webs----------
Plates for each ply each face.
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & gyp LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross
Plate - RRS 20 Ga, Gross
Jt Type PIt Size X Y
A LOCK 3.0x 4.0 Ctr Ctr
D LOCK 2.0x 4.0 Ctr Ctr
FLOCK 2.0x 4.0 Ctr Ctr
H LOCK 2.0x 4.0 Ctr Ctr
BLOCK 4.0x 4.0 Ctr Ctr
KLOCK 2.0x 4.0 Ctr Ctr
M LOCK 2.0x 4.0 Ctr Ctr
o LOCK 2.0x 4.0 Ctr Ctr
CLOCK 3.0x 4.0 Ctr Ctr
E LOCK 2.0x 4.0 Ctr Ctr
GLOCK 2.0x 4.0 Ctr Ctr
I LOCK 2.0x 4.0 Ctr Ctr
J LOCK 2.0x 4.0 Ctr Ctr
Q LOCK 3.0x 4.0 Ctr Ctr
L LOCK 2.0x 4.0 Ctr Ctr
N LOCK 2.0x 4.0 Ctr Ctr
PLOCK 2.0x 4.0 Ctr Ctr
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa. FL 33610
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
TRIANGLE BUILDING PRODUCTS
Analysis Conforms To:
ANSI/TPI 95 & 02
OH Loading
WEIGHT: 107.4 LBS
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3),
IBC/IRC-2003 and FBC 2004
(section 1607.1), 20.0 psf.
Refer to Gen Det 3 series for
web bracing and plating.
Wind Loads - ANSI / A5CE 7-02
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 4.0 psf
BC Dead Load: 5.0 psf
Roof Snow Load per ASCE 7-02
Ground Snow Load. 45.0 psf
Rain Load 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbalanced Load Factor 1.25
Unbalanced Loads Checked
Load Factors = 1.25 and 0.00
Max compo force 227 Lbs
Max tens. force 238 Lbs
Quality Control Factor 1.25
Truss Design Engineer: Thomas A. Albani
LIcense #: 077357-1
Address: P.o. Box 280055, Tampa, FL 33682
Date Sealed: 4/20/2007
L'- -Jo-b - ---~II ~ Mark -- -l-Q~~- ~;-- spa~--p-l=Hl-LeftOH- Right OH
_~803Q__~_!L __~~ TR 170000 8 1~~_ -=-=-_0- 0
i U# J#Q608030 Ranch Roof
I
IT'
I I
I
DG 10-5-2
HO 4-7
4x4-=-
B
6-8-3
6-0-7
I
11
3x4:::
A
~
W:308
R: 924
U: 547
I iW-o-'t
L___
4-5-7
~
D
3x6::o
81
3x4=
8-~O
8-6-0
17-0-0-
ALL PLATES ARE LOCK20
Robbins Engineering.
Online plus -- Version 21.0.012 E-D
RUN DATE: 20-APR-07 D -B
D -F
TC
BC
WB
CSI
0.38
0.44
0.31
-Size-
2x 4
2x 4
2x 3
----Lumber----
SPF-#2
SPF-#2
SPF-STDD
Brace truss
O.C.
TC Cont.
Be Cont.
as follows:
From To
0- 0- 0 17- 0- 0
0- 0- 0 17- 0- 0
psf-Ld Dead Live
TC 7.0 34.3
BC 8.0 0.0
TC+BC 15.0 34.3
Total 49.3 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=l.lS Fc=l.lO Ft=l.lO
Be Fb=l.lO Fc=l.lO Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 925 547 U 223 R
C 925 547 U 223 R
Jt
A
C
Brg Size
3.5"
3.5"
Required
1.5"
1. 5"
Plus
plus
6 Wind Load Case(s)
2 Unbalanced Load Cases
Membr CSI P Lhs Axl-CSI-Bnd
----------Top Chords----------
A -E 0.38 1073 C 0.00 0.38
E -B 0.38 771 C 0.00 0.38
B -F 0.38 771 C 0.00 0.38
F -C 0.38 1073 C 0.00 0.38
--------Bottom Chords---------
A -D 0.44 902 T 0.20 0.24
D -Sl 0.44 902 T 0.20 0.24
Sl-C 0.34 902 T 0.20 0.14
-------------webs-------------
Ine./Online Plus.
0.27 415 C
0.31 518 T
0.27 415 C
APPROX. TRUSS
TL Defl
LL Defl
Shear II
-0.07"
-0.03"
Grain
in D
in A
in A
-Sl
-D
-E
L/999
L/999
0.35
Plates for each ply each face.
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & SYP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga. Gross
Plate - RHS 20 Ga, Gross
Jt Type PIt Size X Y
A LOCK 3.0x 4.0 Ctr Ctr
E LOCK 1. Ox 3.0 Ctr Ctr
BLOCK 4.0x 4.0 Ctr Ctr
FLOCK 1.0x 3.0 Ctr Ctr
CLOCK 3.0x 4.0 Ctr Ctr
D LOCK 3.0x 6.0 Ctr Ctr
S1 LOCK 3.0x 4.0 Ctr Ctr
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES,
Trusses Manufactured by:
TRIANGLE BUILDING PRODUCTS
Analysis Conforms To:
ANSI/TPI 95 & 02
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3),
IBC/IRC-2003 and FBC 2004
(section 1607.1), 20.0 psf.
Wind Loads - ANSI I ASCE 7-02
Robbins Engln€enng. Inc IOnline PluS IV ~ \996-2007 Version 21 0012 Eng'neering - Po"ra,t 4/201200723047 PM Page 1
~--:--c-- ---
I Engmeenng
,
T07041879
-l
I
I
DG 10-5-2
HO 4-7
lx3'i
F
3x4;-::
C
12-6-9
~
W:308
R: 924
U: 547
J~
1-1=0-
17-0-0
Scale 0.344":::; l'
Area
Area
JSI
0.68
0.79
0.58
0.79
0.68
0.44
0.53
WEIGHT: 97.3 LBS
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 4.0 psf
Be Dead Load: 5.0 psf
Roof Snow Load per ASCE 7-02
Ground Snow Load 45.0 psf
Rain Load 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbalanced Load Factor 1.25
Unbalanced Loads Checked
Load Factors = 1.25 and 0.00
Max comp. force J.073 Lbs
Max tens. force 902 Lbs
Quality Control Factor 1.25
Truss Design Engineer: Thomas A. Albani
lIcense #: 077357-1
Address: P.O. Box 280055, Tampa, FL 33MQ
Date Sealed: 4/20/2007
I Q60J;~30 -- i ~; -[~~~;.
~u# J#Q608(l30RanCh-Roof --
Type
TR
Span
170000
P1-H1
8
Le ft OH
1- 0- 0
. .Righot OH ll~~:~:
DG 10-5-2
HO 4-7
DG 10-5-2
HO 4-7
Tj
i
I
6xB'i
'I,xv
G
6-8-3
6-0-7
I
~
w:308 (*.)
R: 12992
U:3385
F
axlOl1
.
7x1211
~~ut
8.6-0 11-0-8 I
8-6-0 12-3-12
17-0.0
5-11-8
I
3-5-0
4-8-4
ALL PLATES ARE LOCK20
l
Robbins
Online Plus -- Version 21.0.012
RUN DATE: 20-APR-07
Engineering, Ioe ./Online Plus'. APPROX. TRUSS
51-D 0.43 12039 T 0.25 0.18
D -c 0.76 14360 T 0.29 0.47
---------Webs-------------
G -F 0.09 635 C
F -H 0.47 6429 T
H -E 0.65 3913 C
E -B 0.92 12572 T
E -I 0.65 3913 C
I -0 0.47 6429 T
o -J 0.09 635 C
-----------Sliders------------
A -G 0.08 382 T
J -c 0.08 382 T
***************
.. 2-Ply Truss ..
*******...**.***
CSI -Size- ----Lumber----
TC 0.97 2x 4 SPF-2100
BC 0.76 2x , SP.HOO
WE 0.92 2x , SPF-2100
0.65 2x , SPF-STUD
G .F H .E . .1 D -J
SL 0.08 2x 4 SPF-STUD
Brace truss ., follows: TL Def! -0.]0" in E -SI L/65]
D.C. From To LL Def! -0.22" in . .SI L/908
TC Cont. O. 0- 0 17. O. 0 Shear II Grain in A .F 1. 00
BC Cont. O. 0- 0 17. ,. 0
psf-Ld Dead Live
TC 7.0 ]0.0
BC 18.0 ]0.0
TC~BC 25.0 60.0
Total 85_0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.00 Fc=I.00 Ft=1_00
BC Fb=1.00 Fc=1.00 Ft=1.00
Plates for each ply each face.
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF . SYP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross
Plate - RHS 20 Ga, Gross
Jt Type PIt Size X Y
A LOCK 6.0x14.0 5.7 4.4
GLOCK ].Ox 4.0 Ctr Ctr
H LOCK 6.0x 8.0 Ctr Ctr
BLOCK 7.0x 8.0 Ctr-2.1
I LOCK 6.0x 8.0 Ctr Ctr
J LOCK ].Ox 4.0 Ctr Ctr
CLOCK 6.0x14.0-5.7 4.4
F LOCK 8.0x10.0~0.8-1_2
E LOCK 7.0x12.0 Ctr~O.]
Sl LOCK 7.0x 6.0 Ctr Ctr
o LOCK 8.0x10.0 0.8-1.2
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 12992 ]]86 U 220 R
C 12906 ]]]2 U 220 R
Area
Area
JSI
0.92
0.64
0.95
0.98
0.95
0.64
0.92
0.88
0.94
0.95
0.88
Jt
A
C
Brg Size
].5"
3.5"
Required
5.4" **
5.]" **
1 Girder. Snow Load
Fctrs - Lbr 1.15 PIt 1.15
Dead Live* From To
14 69 0.0' 17.0'
411 1025 0.0' 17.0'
LC'
Dur
pH
TC V
BC V
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
Plus 6 Wind Load Case{s}
Plus 2 Unbalanced Load Cases REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
Membr CSI P Lbs Axl-CSI-Bnd ADDITIONAL SPECIFICATIONS.
----------Top Chords---------- NOTES:
A -G 0.97 17]60 C 0_60 0.37 Trusses Manufactured by:
G -R 0.79 16932 C 0.59 0.20 TRIANGLE BUILDING PRODUCTS
H -B 0.51 11809 C 0.26 0.25 Analysis Conforms To:
B -I 0.51 11809 C 0.26 0.25 ANSI/TP1 95 . 02
I -J 0.79 16932 C 0.59 0.20 Girder Common
J -c 0.97 17360 C 0.60 0.37 Loading BC
------~-Bottom Chords--------- Span 32- 0- 0
A -F 0.76 14360 T 0.29 0.47 2 COMPLETE TRUSSES REQUIRED.
F -E 0.55 12039 T 0.25 0.30 Fasten together in staggered
E -Sl 0.55 12039 T 0.25 0.30 pattern. (1/2" bolts -OR-
Robbins Engineering. Inc.lOnllne Plus"'@1996.2007VerSlon21 0 012 Engineenng. Portrait 4120/200723047 PM Page 1 of 2
6xa.:::-
51
7x6=
D
ax1011
~
(Ul W:3Da
R:1Z905
U:3332
I7.0.0 . co!
17-0-0 .
13-7-0
I
Scale 0,351" = l'
WEIGHT: 152.3 LBS
SDS3 screws -OR- 10d nails
as each layer is applied.)
----Spacing (In) ----
Rows Nails Screws Bolts
TC 1 12 24 0
BC 2 4.5 9 0
we 1 8 a
Web connection Exception
Use 4" spacing for screws or
nails on the following webs
H -E E-I
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3),
lBC/IRC-2003 and FBC 2004
(section 1607.1), 20.0 psf.
Use properly rated hangers for
loads framing into girder
truss.
Wind Loads ~ ANSI/ ASCE 7-02
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed, 120 mph
Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 4.0 psi
Be Dead Load: 11.0 psf
Roof Snow Load per ASCE 7-02
Ground Snow Load 45.0 psf
Rain Load 0.0 psf
Truss Design Engineer: Thomas A. Albani
License #: 077357~ I
Address: P.O. Box 280055, Tampa, FL 33682
Date Scaled. 4120/2007
[-Q6~~~~~-I~~.
LE# J#Q608030 Ranch Roof
Quan
1*2P
Type
TR
1. 00
1.00
1. 20
0.76
1. 25
Importance Factor
Thermal Factor
Exposure Factor
Balanced Load Factor
Unbalanced Load Factor
Unbalanced Loads Checked
Load Factors z 1.25 and 0.00
Max compo force 17360 Lbs
Max tens. force 14360 Lbs
Quality Control Factor 1.25
Span
170000
P1-H1
8
Robbins Engineering, Inc tOnline Plus"'@1996-2007Version21 0012 Enllineerinll' Portrait 4/201200723047 PM Paqe 2 of 2
~~f~_ or-Rig~t~OH I ~~~~:~:nE-1
_J
I Q60J;~30 _ r~;~~
ru#~#Q608030 Ranch Roof
I
. -r Q~an ~e
---~---_._----_.~
Span
380000
Pl-R1
6
~ft OHRight OR -II Engm''':;n~~j
1- 0- 0 1- 0- 0 T07041879
--~---
DG 21-4-13
HO 4-]
5x6=
B
DG 21-4-13
HO 4-3
-~
4x6~
5
lO-3~15
9-10-]
11
10- 0- 0
10- 0- 0
3x8:1
4x6=
e
Cant:4- 4 M
W:308
R: 1352
U: 626
o
Te 0
Be 0
~
K
2x411
I'
W:308
R:2172
U: 571
N
#7x8=
L
6x8=
U
.2lt411
,
W:308
R,2336
U: 970
7-5-12
7-5-12
12-0-12
12-0-12
114-11-61
r
D
..1.~~O-O_-L~:z':}_~^!.'_1--~1:.3-14__+-___3_8-0-0
22.].4 29-3-14 38-0-0
-38-0-0
ALL PLATES ARE LOCK2Q, # = PLATE SELECTED IN PLATE MONITOR
Scale: 0.166" = l'
L...___
Robbins Engineering, IDc./Online Plus'.
Online Plus -~ Version 21.0.012
RUN DATE: 20-APR-07
APPROX. TRUSS
WEIGHT: 268.3 LBS
Q LOCK 4.0x 8.0 Ctr Ctr 0.63
V LOCK 3.0x 6.0 Ctr 0.2 0.75
Te
eS1 -Size- ----Lwnber----
0.89 2x 4 SP-24DO
0.86 2x 4 SPF~#2
A -51 Sl-B
0.58 2. 4 SPF-2100
B -S2
0.71 2x , SPF-2100
0.]8 2x 8 SP-2400
N -L
0.68 2x SPP-2100
L -e
0.86 2x 3 SPF-STUD
0.51 2x 3 SPF-#2
N -0 L -5 L -P
0.52 2x 3 SPF-#2
0.72 2x 3 SPF-STUD
2x , SPF-#2
Membr CSI P Lbs Ax1-CSI-Bnd
----------Top Chords~~
A -G 0.8] 2]85 C 0.00 0.8]
G -Sl 0.86 28]9 C 0_0] 0.8]
Sl-0 0.]9 2756 C 0.09 0.]0
o -R 0.]4 1805 C 0.04 0.]0
R -B 0.34 1405 C 0.01 0.3]
B -S 0.31 1412 C 0.01 0.]0
S -S2 0.58 2782 C 0.09 0.49
S2-P 0.77 2953 C 0.04 0.7]
P -C 0.89 3812 C 0.20 0.69
--------Bottorn Chords---------
A -K 0.24 2129 T 0.12 0.12
K -N 0.71 2131 T 0.12 0.59
N -L 0.38 248] T 0.09 0.29
L -U 0.55 ]435 T 0.32 0.23
U -C 0.68 3435 T 0.]2 0.36
-------------Webs------~------
K 4G 0.86 2047 C
G -N 0.81 1346 T
N.O 0.22 575 T
V -S 0.51 975 T 0.3]
L -v 0.51 973 T 0.33
L -P 0.43 1111 C
U -p 0.09 156 T
------Attic Chords (Top) ------
a -Q 0.52 1378 C 0.22 0.30
Q -v 0.21 24 T 0.00 0_21
-- -- -- -Attic Webs (Top) -- --
R -Q 0.27 504 C
Q.B 0.57 946 T
o -S 0.72 1642 C
# = Plate Monitor used
Be
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
Brace truss .. follows:
D.C. From To
Te Cont. 0- 0- 0 38- O. 0
Be Cont. 0- 0- 0 38- 0- 0
WB 1 rows eLB on L -P
Attach eLB with (2) -lOd nails
.t each web.
psf-Ld Dead Live
Te 7.0 30_0
Be 8.0 0.0
TC+BC 15.0 30.0
Total 45.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
Te Fb=1.15 Fc=1.l0 Ft..1.10
Be Fb,,1.10 Fc..1.10 Ft=1.10
0.18
0.18
1 Br
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
TRIANGLE BUILDING PRODUCTS
Analysis Conforms To:
ANSI/TPI 95 & 02
OH Loading
Soffit psf 2.0
Run vertical thru bottom chord
Joint N
Design checked for LL on BC
per BOCA (section 1606.2_3),
IBC/IRC-2003 and FBC 2004
(section 1607.1), 20.0 pst.
NOTE: USER MODIFIED PLATES
This design may have plates
selected through a plate
monitor.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
wind-Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
WB
ACT
AWT
WG
TL Defl
LL Defl
Shear //
-0.42"
-0.32"
Grain
in N -L
in N -L
in A -G
L/851
L/999
0.60
Total Load Reactions (Lbs)
Jt Down uplift Horiz-
A 1353 626 u 354 R
K 2173 572 U
C 2337 970 U 357 R
Plates for each ply each face.
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
wITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & SYP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross
Plate - RHS 20 Ga, Gross
Jt Type PIt Size X Y
A LOCK 4.0x 6_0 Ctr Ctr
GLOCK 4.0x 6.0 Ctr Ctr
Sl LOCK 3.0x 6.0 Ctr Ctr
o LOCK 3.0x 6.0-0.2 0.3
R LOCK 2.0x 4.0 Ctr Ctr
BLOCK 5.0x 6.0 Ctr-0.1
S LOCK 4_0x 6_0 Ctr Ctr
S2 LOCK 3.0x 8.0 Ctr Ctr
PLOCK 3.0x 6.0 Ctr Ctr
CLOCK 4.0x 6.0 Ctr 0.1
CLOCK 3.0x 8.0 Ctr Ctr
KLOCK 2.0x 4.0 Ctr Ctr
N# LOCK 7.0x 8.0 1.2 0.9
L LOCK 6.0x 8.0 Ctr 1.2
U LOCK 2.0x 4.0 Ctr Ctr
Jt Brg Size Required
A 3.5" 1.6"
K 3.5" 2_5"
e 3.5" 3.0"
Le. 1 Attic & Snow Load
Pur Pctrs Lbr 1.15 PIt 1.15
pH Dead Live* From To
Te V 14 " 0.0' 38.0'
Be V 16 0 0_0' 38.0'
Be V 10 60 12.2' 22.2'
MA V 10 0 12.1' 22.3'
MAV 10 0 0.2' 6.1'
MAV 10 0 0.2' 7.9'
Plus , Wind Load Case(s)
Plus 2 Unbalanced Load Cases
Area
Area
JS1
0.75
0.81
0.84
0.83
0.38
0.69
0.83
0.97
0.82
0.91
0.00
0.62
0.81
0.78
0.40
Truss Design Engineer: Thomas A. Albani
LIcense #: 077357-1
Address: P.O. Box 280055. Tampa, FL 33682
RObbins Engineering, Inc./Online Plus"'@1995-2007Version21,0,012Engineering- Portra,t 4/20/20072.30'48 PM Page 1 of 2
Date Sealed: 4/20/2007
I------~. I IE~gm'ering -I
Job 1 Mark Quan Type Span Pl-Hl Left OH Right OH
~608030 T3 3 TR 380000 6 1- 0- 0 1- 0- 0 I 1'07041879 .
--_.---,,--
l_U:# J_#Q608030 Ranch Roof J
-. ------
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 4.0 pst
Be Dead Load : 5.0 psi
Roof Snow Load per ASCE 7-02
Ground Snow Load 45.0 psf
Rain Load 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbalanced Load Factor 1.25
Unbalanced Loads Checked
Load Factors = 1.25 and 0.00
Max compo force 3812 Lbs
Max tens. force 3435 Lbs
Quality Control Factor 1.25
Robbins ErlQlneenflQ, InC.lOnline PlusTU@1996-2007VerSlon21.0.012EnQineerina-POI1ralt 4/20/200723048 PM Paqe 2 of 2
1-;J~3~ -T--~~k--~~;~T~~
I u. ""':::":,"""'''' .
I HO 4-3
! IT
II
110Ls
I
I
f-_'~~O -12
12~O-12
114-11-61
--~~~:---Pl~Hi- ~~f~_ O~ -Rli_9~t_-~1I] ~~~~:7~~-1
~
I
I
I
I
!
I
I
I
W'~08 II
R;2339
U, 9" i
J~11
Scale 0'66" = ~
Sx6=
B
DG 21-4-13
HO 4-3
9-10-3
3xB~
S2
4x6=
A
3x8!1
4x6=
e
Cant:4- 4 ~
W: 308
R: 1283
U: 472
_~9t-6-1-12
BETg 6-1-12
~
K
2x411
~
w:30a
R:2623
u: 729
N
#7x8=
L
6x8=
U
lx411
19_-()~2-3-4
22-3-4
29-3-14
-29-3-14
38-0-0
~8-0-0
L
38-0-0
ALL PLATES ARB LOCK20, # : PLATE SELECTED IN PLATE MONITOR
Robbins Engineering, Ine./Online Plus~
Online Plus -- Version 21.0.012
RUN DATE: 20-APR-07
APPROX. TRUSS
WEIGHT: 268.4 LBS
Q LOCK 4.Qx 8.0 Ctr Ctr 0.64
V LOCK 3.0x 6.0 Ctr 0.2 0.75
eS1 -Size- ----Lumber----
Te 0.91 2. 4 SPF-#2
0.59 2. 4 SPF-2100
B -S2
0.89 2. 4 SP-2400
S2-C
Be 0.68 2. 6 SPF-2100
0.37 2. 8 SP-2400
N -L
0.68 2. 4 SPF-2100
L -e
WB 0.89 2. 3 SPF-STUD
0.68 2. 3 SPF-#2
G -N N -0 L -S L -p
ACT 0.53 2. 3 SPP-#2
AWT 0.72 2. 3 SPF.STUD
WG 2. 6 SPF-#2
Membr CSI P Lbs Axl~CSI-Bnd
----------Top Chords--------~-
A -G 0.91 2277 C 0.10 0.81
G -51 0.85 2843 C 0.04 0.81
Sl-O 0.60 2758 C 0.09 0.51
o -R 0.55 1760 C 0.04 0.51
R -B 0.35 1397 C 0.01 0.34
B -S 0.30 1407 C 0.01 0.29
S -S2 0.59 2795 C 0.09 0.50
S2-P 0.78 2959 C 0.04 0.74
P ~C 0.89 3818 C 0.20 0.69
------~-Bottom Chords---------
A -K 0.27 2033 T 0.12 0.15
K -N 0.68 2034 T 0.12 0.56
N -L 0.37 2496 T 0.09 0.28
L -u 0.55 3441 T 0.32 0.23
U -C 0.68 3441 T 0.32 0.36
-----------~~Webs-------------
K -G 0.89 2459 C
G -N 0.68 1983 T
N.O 0.30 567 T
V -S 0.52 980 T 0.33
L -v 0.52 978 T D.33
L -p 0.43 1112 C
U -P 0.09 156 T
~-----Attic Chords (TOp) ---~--
o -Q 0.53 1386 C 0.23 0.30
o -v 0.21 26 T 0.00 0.21
--.----Attic Webs (Top) -------
R.O 0.24 442 C
o -B 0.56 940 T
Q -S 0.72 1646 C
# = Plate Monitor used
Brace truss as follows:
O.C. From To
TC Cant. 0- 0- 0 38- 0- 0
BC Cant. 0- 0- 0 38- 0- 0
WB 1 rows CLB on L -P
Attach CLB with (2}-10d nails
lit each web.
0.19
0.19
1 Br
REVIEWED BY,
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
TRIANGLE BUILDING PRODUCTS
Analysis Conforms To:
ANSI/TPI 95 & 02
OR Loading
Soffit psf 2.0
Run vertical thru bottom chord
Joint N
Design checked for LL on BC
per BOCA (section 1606.2.3),
IBC/IRC-2003 and FBC 2004
(section 1607.1). 20.0 psf.
NOTE: USER MODIFIED PLATES
This design may have plates
selected through a plate
monitor.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed, 120 mph
Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
psf-Ld Dead Live
TC 7.0 30.0
BC 8.0 0.0
TC+BC 15.0 30.0
Total 45.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb~1.l5 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft~1.10
TL Den
LL Den
Shear / /
-D.43"
.0.33"
Grain
in N
in N
in G
-L
-L
-Sl
L/874
L/999
0.57
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1283 473 U 354 R
K 2624 729 U
C 2339 966 U 357 R
Plates for each ply each face.
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & SYP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross
Plate - RHS 20 Ga, Gross
Jt Type PIt Size X Y
A LOCK 4.0x 6.0 Ctr Ctr
GLOCK 4.0x 6.0 Ctr Ctr
51 LOCK 3.0x 8.0 Ctr Ctr
o LOCK 3.0x 6.0-0.2 0.3
R LOCK 2.0x 4.0 Ctr Ctr
BLOCK 5.0x 6.0 Ctr-0.1
S LOCK 4.0x 6.0 Ctr Ctr
52 LOCK 3.0x 8.0 Ctr Ctr
PLOCK 3.0x 6.0 Ctr Ctr
CLOCK 4.0x 6.0 Ctr 0.1
CLOCK 3.Dx 8.0 Ctr Ctr
KLOCK 2.0x 4.0 Ctr Ctr
N# LOCK 7.0x 8.0 0.9 0.9
L LOCK 6.0x 8.0 Ctr 1.2
U LOCK 2.0x 4.0 Ctr Ctr
Area
Area
JSI
0.75
0.92
0.89
0.83
0.38
0.69
0.8]
D.98
0.82
0.91
0.00
0.81
0.88
0.78
0.40
Truss Design Engineer: Thomas A. Albani
LIcense #: 077357.1
Address: P.O. Box 280055, Tampa, FL 33682
Jt Brg Size Required
A ].5" 1. 5"
K ].5" ].08
e 3.5" 3.0"
Le, 1 Attic . Snow Load
Dur Fctrs - Lbr 1.15 Plt 1.15
pH Dead Live* From To
Te V 14 76 0.0' 38.0'
Be V 16 0 0.0' 38.0'
Be V 10 60 12.2' 22.2'
MA V 10 0 12.1' 22.3'
MAV 10 0 0.2' 6.1'
MAV 10 0 0.2' 7.9'
Plus 6 Wind Load Case(s)
Plus 2 Unbalanced Load Cases
RObb,ns Eng,neenng. Inc IOnline Plus"'@1996-2007Version210012Engineenng- Portrail 4120/200723048 PM Page 1 of 2
Date Sealed. 4/20/2007
[~6~~~-L ~~~__J
U# J#Q608030 Ranch Roof
Building Type: Enclosed
Zone location, Exterior
TC Dead Load 4.0 psf
Be Dead Load : 5.0 psf
Roof Snow Load per ASCE 7-02
Ground Snow Load 45.0 psf
Rain Load 0.0 paf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbalanced Load Factor 1.25
Unbalanced Loads Checked
Load Factors = 1.25 and 0.00
Max compo force 3818 Lbs
Max tens. force 3441 Lbs
Quality Control Factor 1.25
Quan
4
Type
TR
Span
380000
P1-H1
6
Left OH
1- 0- 0
Robbins Enqmeenna Inc.lOnline P1us "'@1996-2007VerSlon21.00t2Enaineenna-Portralt 4/20/2007230.48 PM Pact' 2 of 2
Right
1- 0-
OH
o
~~~~~~~~]
~------
I Job
I Q6mW30
i U# J#Q608030
--,--------,----- -- -
Mark I Quan Type
l T5 L_~ __'l'~
Ranch Roof
DG 16-1-5
HO 3-5-11
5x6=.:
B
IT
61
3x6-;::.
F
1I~ O~ 0
10-3-15
9-10-3
J
4x8=
l____
D
3x411 [
HGR
R:2266
U: 780
~
Id
.
7x6::::
5-9-12
5-.9-12
9.4.10
12-9-0
:1"6-0-4
Span
310900
I
3x6
16-0-4
31-9.0
G~~~;7~9j
~]
I
I
P1-H1
6
Left OH
o
Right OH
1- 0- 0
DG 21-4-13
HO 4-3
3x6.;;:;-
H
3x811
4x6=
C I
~
I
w:308 I
R:2161
U: 896
31-9-0 ----ff1 I
31-9-0
----cJ 0
- ~
Scale 0.192" =,' J
G
7x12=
L
2x411
23-0-14
23-0-i4:
ALL PLATES ARB LOCR20
Engineering, Inc./Online Plus'. APPROX.
H -S1 0.74 2559 C 0_07 0.67
Sl-M 0.95 2700 C 0.04 0.91
M -C 0.97 3466 C 0.06 0.91
------~-Bottom Chords--.------
D -E 0.89 360 T 0.00 0.89
E -G 0.96 2272 T 0.07 0.89
G -L 0.92 3127 T 0.29 0.63
L -C 0.67 3128 T 0.29 0.38
--.-~--------Webs-------------
D -A 0.91 2539 C WindLd
A -E 0.88 2576 T
E -p 0.31 376 C
I -H 0.98 831 T 0.26
G -I 0.98 828 T 0.26
G -M 0.49 1254 C
L -K 0.15 249 T
------Attic Chords (Top) ____u
F -J 0.43 1196 C 0.16 0.27
J -I 0.24 97 T 0.03 0.21
---~-.-Attic Webs (Top)-------
K -J 0.18 402 C
J -B 0.51 852 T
J -H 0.59 1345 C
Robbins
Online Plus -- Version 21.0.012
RUN DATE: 20-APR-07
IC
BC
CSI
0.97
0.96
0.92
G -C
0.98
0.91
D .A
0.43
0.59
-Sili:e-
2x 4
2x 8
2x 4
----Lumber----
SPF-2100
SP-2400
SPF-2100
2x 3
2x 3
E .F
2x 3
2x 3
2x 6
SPF-#2
SPF-STUD
L -M
SPF-#2
SPF-STUD
SPF-#2
WB
ACT
AWI
WG
Brace truss as follows:
a-c. From To
TC Cont. 0- 0- 0 31- 9- 0
BC Cont. 0- O~ 0 J1~ 9. 0
we 1 rows CLB on G -M
Attach CLB with (2)-IOd nails
at each web.
psf-Ld Dead Live
Te 7.0 30.0
BC 8.0 0.0
TC+BC 15.0 30.0
Total 45.0 Spacing 24.0"
Lumber Duration Factor 1.15
plate Duration Factor 1.15
TC Fb~I.l5 Fc~I.10 Ft~1.10
BC Fb~1.10 Fc~l.lO Ft~1.10
TL Defl
LL Defl
Shear //
-0.95" in E -G
-0.78" in E -G
Grain in SI-M
Plates for each ply each face.
PLATING CONFORMS TO TPI_
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & SYP LUMBER
USING GROSS AREA TEST.
Flate - LOCK 20 Ga, Gross
Plate - RHS 20 Ga, Gross
Jt Type PIt Size X Y
A LOCK 5.0x 6.0 0.5-0.3
FLOCK 3.0x 6.0-0.2 0.3
KLOCK 2.0x 4.0 1.5 0.8
BLOCK 5.0x 6.0 Ctr-0.1
H LOCK 3.0x 6.0 Ctr Ctr
Sl LOCK 3.0x 8.0 Ctr Ctr
M LOCK 3.0x 6.0 Ctr Ctr
CLOCK 4.0x 6.0 Ctr 0.1
CLOCK J.Ox 8.0 Ctr Ctr
D LOCK 3_0x 4_0 0.2 Ctr
E LOCK 7.0x 6.0-0.5-0.6
GLOCK 7.0x12.0 Ctr 1.8
L LOCK 2.0x 4.0 Ctr Ctr
J LOCK 4.0x 8.0 Ctr Ctr
I LOCK 3.0x 6.0 Ctr 0.2
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
D 2266 781 U 438 R
C 2161 897 U 315 R
Jt Brg Size Required
D 3.5" 1.9"
C 3.5" 2.7"
LCO 1 Attic . Snow Load
Dur Fctrs Lbr 1.15 PH 1.15
plf Dead Live- From 10
TC V 14 76 0.0' 31.8'
BC V 16 0 0.0' 31.8 '
BC V 20 60 5.9' 15.9'
MAV 10 0 5.9' 16.0'
MAV 10 0 0.3 ' 6-1 '
MAV 10 0 0.3' 7.9'
Plus 6 wind Load Case(s)
Plus 2 Unbalanced Load Cases
Membr CSI P Lbs Axl-CSI-Bnd
------Top Chords----------
0.66 2503 C 0.03 0.63
0.64 1547 C 0.01 0.63
0.14 1304 C 0.00 0.14
0.21 1316 C 0.04 0.17
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd_
Tampa, FL 33610
A -F
F -K
K -B
B -H
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
Robbins EngIneering. Inc/Online Plus"'@1996--2007Version21 0 012 Engineering. Portrait 4/20/20072.30.49 PM Page 1 012
Date Sealed: 4/20/2007
0.72
0.72
1 Br
L/392
L/479
0.65
Area
Area
JSI
0.94
0.72
0.70
0.64
0.97
0.94
0.93
0.92
0.00
0.99
0.89
0.60
0.40
0.56
0.75
TRUSS WEIGHT: 239.5 LBS
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
TRIANGLE BUILDING PRODUCTS
Analysis Conforms To:
ANSI/TPI 95 & 02
OR Loading
Soffit psf 2.0
Run vertical thru bottom chord
Joint G
Design checked for LL on BC
per BOCA (section 1606.2.3),
IBC/IRC-2003 and FBC 2004
(section 1607.1), 20.0 pst.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load: 4.0 psf
BC Dead Load: 5.0 psf
Roof Snow Load par ASeE 7-02
Ground Snow Load 45.0 psf
Rain Load 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbalanced Load Factor 1.25
Unbalanced Loads Checked
Load Factors ~ 1.25 and 0.00
Max compo force 3466 Lbs
Max tens. force 3128 Lbs
Truss Design Engineer: Thomas A. Albani
License #: 077357-1
Address: P.O. Box 280055, Tampa, FL 33682
I~m_---r .
Q6;~~30 1 ~;k
[ui. J#Q608030 Ran<=h Roof
Quality Control Factor 1.25
I Quan
8
--'----
Type
TR
Span
310900
PI-HI
6
Robbins Engineering, Ine/Onllne Plus no@ 1996-2007 VerS10ll21 0012 Engineering - Portraol 4120/200723049 PM Paoe 2 of 2
Left OH
o
Right OH
1- 0- 0
'~~~:7~~g9]
_J
Job
Mark
Q608030
U# J#Q608030
Ranch
VI
Roof
DG 3-8-5
HO 4
-[1
, I
2-0-13
2-0-12
_U
2x4":/
I
l__
Tel
aCid
Quan
1
Span
60109
PI-HI
8
Left OH
o
Right OH
o
.~~~:;1';;9 J
,
Type
VL.SB
4x4:-::
--1
D
*2x41~
DG 3-8-6
HO 4
l
I
I
I
i
I
6-1-9
ALL PLATES ARE LOCK20
See Joint D For Typical Gable Plate Size and Placement
I
6-1-9
6-1-9------
Robbins Engineering,
Online Plus -- Version 21.0.012
RUN DATE: 2Q-APR-07
Ine./Online Plus~ APPROX. TRUSS
Scale: 0.699" :;- l'
TC
BC
GW
CSI
0.23
0.20
0.04
-size-
2x 3
2x 3
2x 3
----Lumber----
SPF-#2
SPF-#2
SPF-STUD
Brace truss
D.C.
Cont.
Cont.
follows:
From
0- 0- 0
0- 0- 0
To
6- 1- 9
6- 1- 9
as
TC
BC
psf-Ld Dead Live
TC 7.0 34.3
BC 8.00.0
TC+BC 15.0 34.3
Total 49.3 Spacing 24.0.
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=l.IO Ft=l.lO
Be Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 543 320 U 71 R
Jt
A
Brg Size
73.6"
74"
Required
O"-to-
Plus
Plus
6 Wind Load Case(s)
2 unbalanced Load Cases
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -B 0.23 92 C 0.00 0.23
B -C 0.23 92 C 0.00 0.23
--------Bottom Chords---------
A -D 0.20 2 C 0.00 0.20
D -C 0.20 2 C 0.00 0.20
----------Gable Webs----------
D -B 0.04 131 C
TL Defl
LL Defl
Shear II
L/999
L/999
0.26
-0.01"
-0.01"
Grain
in D
in D
in A
-C
-C
-B
Plates for each ply each face.
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & SYP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross
Plate - RHS 20 Ga, Gross
Jt Type PIt Size X Y
A LOCK 2.0x 4.0 0.1 Ctr
BLOCK 4.0x 4.0 Ctr-0.3
CLOCK 2.Qx 4.0-0.1 Ctr
D LOCK 2.0x 4.0 Ctr Ctr
Area
Area
JSI
0.59
0.46
0.59
0.00
REVIEWED BY:
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
TRIANGLE BUILDING PRODUCTS
Analysis Conforms To:
ANSI/TPI 95 & 02
Design checked for LL on BC
per BOCA (section 1606.2.3),
IBC/IRC-2003 and FBC 2004
(section 1607.1), 20.0 psf.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 4.0 psf
BC Dead Load: 5.0 psf
Roof Snow Load per ASCE 7-02
Ground Snow Load 45.0 psf
Robbins Engineering, Inc fOnljne Plus""@ 199&-2007 Version 21 0012 Engineenng. Portrait 4/20/200723049 PM Page 1
WEIGHT: 20.3 LBS
Rain Load 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbalanced Load Factor 1.25
Unbalanced Loads Checked
Load Factors = 1.25 and 0.00
Max comp. force 131 Lbs
Max tens. force 96 Lbs
Quality Control Factor 1.25
Truss Design Engineer: Thomas A. Albani
License #: 077357-1
Address: P,O. Box 280055, Tampa, FL 33682
Date Sealed: 412012007
I Q608030
I U# J#Q608030
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Job
Mark
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Ranch Roof
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Type
SP
Span
30409
P1-H1
8
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fDG
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1-10-2
12
4x4=
1-2-4
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ALL PLATES ARE LOCK20
Robbins Engineering, lnc./Online Plus~ APPROX.
Online plus Version 21.0.012 Shear II Grain in D -B
RUN DATE, 20-APR-07
TC
BC
csr
0.03
0.02
-Size-
2x 3
2x 3
----Lumber----
SPF-#2
SPF-#2
Brace truss as follows:
D.C. From To
TC Cont. 0- 0- 0 3- 4- 9
BC Cont. 0- 0- 0 3- 4- 9
psf-Ld Dead Live
TC 7.0 34.3
Be 8. 0 0 . 0
TC+BC 15.0 34.3
Total 49.3 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
Be Fb=1.10 Fc=l.lO Ft=l.lO
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
D 278 164 U 32 R
Jt
D
Brg Size
33.8"
Required
O"_to- 34"
Plus 6 Wind Load Case(s)
Membr CSI P Lbs AxI-CSI-Bnd
----------Top Chords----------
D -B 0.03 101 C 0.00 0.03
B -E 0.03 101 C 0.00 0.03
--------Bottom Chords---------
D -E 0.02 1 T 0.00 0.02
TL Defl
LL Defl
L/999
L/999
O.oon in D -E
0.00" in D -E
TRUSS WEIGHT: 9.9 LBS
0.10 Exposure Category: C
Occupancy Factor 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 4.0 psf
BC Dead Load: 5.0 psf
Roof Snow Load per ASCE 7-02
Ground Snow Load 45.0 psf
Rain Load 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbalanced Load Factor 0.00
Max compo force 101 Lbs
Max tens. force 78 Lbs
Quality Control Factor 1.25
Plates for each ply each face.
PLATING CONFORMS TO TPI.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS MANUFACTURING.
GRIP BASED ON SPF & SYP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross
Plate - RHS 20 Ga, Gross
Jt Type PIt Size X Y
D LOCK 2.0x 4.0 0.1 0.1
BLOCK 4.0x 4.0 Ctr-1.8
E LOCK 2.0x 4.0-0.1 0.1
Area
Area
JSr
0.51
0.41
0.51
REVIEWED BY,
Robbins Engineering, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
TRIANGLE BUILDING PRODUCTS
Analysis Conforms To:
ANSr/TPr 95 & 02
Design checked for LL on BC
per BOCA (section 1606.2.3),
rBC/rRC-2003 and FBC 2004
(section 1607.1), 20.0 psf.
Refer to Gen Det 3 series for
web bracing and plating.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 25-0
Robbins Engineering, InclOnljne Pius"" ~ 1996-2007 Version 21 0012 Engineering. Portrait 4/2012007241.32 PM Page 1
Left OH
o
Right OH
o
Engineering
T0704] 879
DG 1-10-1
HO 12
Scale: 0.799" = l'
Truss Design Engineer: Thomas A. Albani
License #: 077357-1
Address: P.O. Box 280055, Tampa, FL 33682
Date Sealed: 412012007
,------ -------~-----,----------,----, ------
j
PLATE LOCATION
ROBBINS ENG. GENERAL NOTES & SYMBOLS
ft108
I%~>
Center plates on joints unless
otherwise noted in plate list
or on drawing. Dimensions
are given in inches (Le. 1 1/2"
or 1.5" ) or IN-16ths (Le. 108)
PLATE SIZE AND ORIENTATION
3x5 II
The first dimension is
the width measured
perpendicular to slots.
The second dimension is
the length measured
parallel to slots. Plate
orientation, shown next
to plate size, indicates
direction of slots in
connector plates.
f~"" .,l
fT'TT
":,,
--.1..,[J-
.
------~-
FLOOR TRUSS SPLICE
( 3X2, 4X2, 6X2 )
f-llL_f
(W) ~ Wide F ace Plate
(N) ~ Narrow Face Plate
DIMENSIONS
All dimensions are shown in
FT-IN-8X (Le. 6' 81/2" or
6-08-08 ). Dimensions less
than one foot are shown in
IN-8X only (Le. 708).
1'--6-08-08 ----t
H708
~
ROBBINS connector plates shall be applied on both
faces of truss at each joint. Center the plates, unless
indicated otherwise. No loose knots or wane in plate
contact area. Splice only where shown. Overall spans
assume 4" bearing at each end, unless indicated
otherwise. Cutting and fabrication shall be performed
using equipment which produces snug-fitting joints and
plates. Unless otherwise noted, moisture content of
lumber shall not exceed 19% at time of fabrication and
the attached truss designs are not applicable for use
with fire retardant lumber and some preservative
treatments. Nails specified on truss design drawings
refer to common wire nails, except as noted.
The attached design drawings were prepared in
accordance with" National Design Specifications for
Wood Construction" (AF & PA )," National Desi9n
Standard for Metal Plate Connected Wood Truss
I Construction" (ANSI/TPI1), and HUD Design Criteria for
, Trussed Rafters.
LATERAL BRACING
Designates the location for
continuous lateral bracing (CLB) for
support of individual truss members
only. CLBs must be properly
anchored or restrained to prevent
simultaneous buckling of adjacent
truss members.
~
W :::; Actual Bearing
Width (IN-SX)
R = Reaction (Ibs.)
U = Uplift (Ibs.)
BEARING
When truss is designed to
bear on multiple supports,
interior bearing locations
should be marked on the
truss. Interior support or
temporary shoring must be
in place before erecting this
truss. If necessary. shim
bearings to assure solid
contact with truss.
Robbins Eng. Co. bears no responsibility for the
erection of trusses, field bracing or permanent truss
bracing. Refer to BCS11-03 as published by Truss
Plate Institute, 218 North Lee Street, Suite 312,
Alexandria, Virginia 22314. Persons erecting trusses
are cautioned to seek professional advice concerning
proper erection bracing to prevent toppling and
" dominoing ". Care should be taken to prevent
damage during fabrication, storage, shipping and
erection. Top and bottom chords shall be adequately
braced in the absence of sheathing or rigid ceiling,
respectively. It is the responsibility of others to
ascertain that design loads utilized on these drawings
meet or exceed the actual dead loads imposed by the
structure and the live loads imposed by the local
buildin9 code or historical climatic records.
FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. IT IS
THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT
DATA, INCLUDING DIMENSIONS & LOADS, CONFORM TO ARCHITECTURAL PLAN I SPECS AND THE
TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS FABRICATOR.
6904 Parke East Blvd.
Tampa, FI 33610-4115
Tel: 813-972-1135 Fax: 813-971-6117
www.robbinseng.com