HomeMy WebLinkAbout433 Kays Landing Dr 06-3083 SFRPERMIT Al
CONTRAC'
ADDRESS
PHONE NUMBER
PROPERTY
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
z49- *k500
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
SUBDIVIS
PERMIT #
PERMIT E
PERMIT VALUATION O
SQUARE FOOTAGE
MA
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City of Sanford
Certificate of Occupancy
This is to certify that the building located at 433 Kays Landing Dr for which permit number
06-3083 has heretofore been issued on August 25, 2006 and has been completed according to
plans and specifications filed in the office of the Building Official prior to the issuance of said
building permit, to wit as New Single Family Residence subdivision regulations ordinances of
the City of Sanford with the provisions of these regulations.
Staff Approval Date
Building:
T Gibson 12/29/06
Engineering & Planning:
D Richards 12/04/07
Public Works:
M Watson 12/29/06
Utilities:
R Blake 01/03/07
Fire Department:
Engle Homes
Property Owner
Conditions (if blank, no conditions apply)
Yv1 01 /08/07
Building Official e Date
BP210U01 CITY OF SANFORD 1/08/07
Application Miscellaneous Information Maintenance 15:38:43
Application number . . . . 06 00003083
Parcel Number . . . . . . 26.19.30.5-0000-1160
Address . . . . . . . . . 433 KAYS LANDING
Type information, press Enter.
2=Change
4=Delete
S=Display
Opt Code
Date
Print
Miscellaneous Information
HISB
8/25/06
Y
1 STORY 3 BATH,
_
HISB
8/25/06
Y
NOC ON FILE, EXP 07/12/07
HISB
12/28/06
Y
CO SIGN OFF:
_
HISB
12/28/06
Y
P&Z:DR 01.04.07
HISB
12/28/06
Y
PW: MW 12.29.06
HISB
12/28/06
Y
Util: RB 12.03.07
HISB
1/08/07
Y
final f/s on file
Bottom
F3=Exit F6=Add F12=Cancel
Permit # : �' I
Job Address:
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
/l .O �n /_
/trt- 1/41i/A
Permit Type: Building Electrical 1� Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole _
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial _
Occupancy Type: Residential '✓ Commercial Industrial Total Square Footage:
if I WPAI -
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address, .Ines e�� 9"�c���cTc/roc%,
Phone: yLe
t%E/i .S'Yl<r f ,off/ l7 /
Contractor Name &Address: �+ �t e�� s� �� r�C/`j� �io/�tiri �a G�i7i1//l—ln
�/�!r % /State License Number:
Phone& Fax: y/'i:?B�-DB���S�L?�?1'% 53� Contact Person: �/Ie5ly �ie[ z Phone:
Bonding Company:
Address:
Mortgage Lender: .
Address:
Architect/Engineer:
Address:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK. PLUMBING. SIGNS. WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OXVNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
N TI E: In addition to the requirements of this permit, there may be additional restrictions applicable to this pmpeny that may be found in the public records of
this county, and there may be additional permits required from other govemmental entities such as water management districts, state agencies• or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law. F 713.
Signature of Owner/Agent Date Si Lure o omractur, gent Date
r'.��k
Print Owner/Agcni-s Name Print Cont 7
toriAgcnt's Name
Signature of Notary -State of Florida Date Signatuotary-State of Florida Date
.-•' Bonny G Logan
OwncriAgent is_ Personally Known to Me or tr
actgent is _Personally Knowgp 5*r
_ Prxluccd ID _ ID ' My Commission OD201551
ry wd° Expires May 17 2007
APPLICATION APPROVED BY: Bldg:
(Initial & Date)
Special Conditions:
Zoning:
(Initial & Date)
Utilities:
(Initial & Date)
FD:
(Initial & Date)
U.S. DEPAIkTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008
Federal Emergency Management Agency Exoires February 28. 2009
National Flood Insurance Program Important: Read the instructions on pages 1-8.
SECTION A -PROPERTY INFORMATION ;For�InsComp n urance�y Use
Al. Building Owner's Name ENGLE HOMES PollcyNumtier .�
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC:Numtier
433 KAYS L.aNDIO& ORIVE
City SANFORD State FL ZIP Code 32771
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 1Ib , KAYS LANDING, PHASE 2, Plat Book 69, Pages 43-44 Seminole County, Florida.
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) . Residential
A5. Latitude/Longitude: Lat. N/A Long. N/A Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
AT Building Diagram Number 1
A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide:
a) Square footage of crawl space or enclosure(s) 0 sq ft a) Square footage of attached garage 330+/ sq ft
b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage
enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name 8 Community Number B2. County Name B3. State
CITY OF SANFORD 120294 SEMINOLE FL
B4. Map/Panel Number
B5. Suffix
B6. FIRM Index
B7. FIRM Panel
B8. Flood
B9. Base Flood Elevation(s) (Zone
Date
Effective/Revised Date
Zone(s)
AO, use base flood depth)
12117CO040
E
04-17-1995
04-17-1995
A aAd X
N/A
610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe)
B11. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe)
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No
Designation Date ❑ CBRS ❑ OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' Finished Construction
'A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g
below according to the building diagram specified in Item AT
Benchmark Utilized Local Vertical Datum NGVD 1929
Conversion/Comments None
a) Top of bottom floor (including basement, crawl space, or enclosure floor)_
b) Top of the next higher floor
c) Bottom of the lowest horizontal structural member (V Zones only)
d) Attached garage (top of slab)
e) Lowest elevation of machinery or equipment servicing the building
(Describe type of equipment in Comments)
f) Lowest adjacent (finished) grade (LAG)
g) Highest adjacent (finished) grade (HAG)
Check the measurement used.
3(0. co
['feet
❑ meters (Puerto Rico only)
N14 .
❑ feet
❑ meters (Puerto Rico only)
N
❑ feet
❑ meters (Puerto Rico only)
35.11
[Meet
❑ meters (Puerto Rico only)
MIA .
❑ feet
❑ meters (Puerto Rico only)
N A.
❑ feet
❑ meters (Puerto Rico only)
8
❑ feet
❑ meters (Puerto Rico only)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. l certify that the information on this Certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by nine or imprisonment under 18 U.S. Code, Section 1001.
® Check here if comments are provided on back of form.
Certifier's Name RONALD W. HERR, P.L.S. License Number LS4907
Title Manager of Survey -Central Florida Region Company Name IBI Group, Inc.
PLACE
SIj.AL
� #�R F
FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A. fFor Insurance-CotnpanyUse4'
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. fPollcyNumber '' 'ti
433 Wa�iS LAtJD1►JC� DR�JE ,�`,-� „� .;
City Sanford State FL ZIP Code 32771 Gor�tpanyf NAICNumber
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agent/company, and (3) building owner.
Comments Item C2.e - Heat Pump Slab Elevation
❑ Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items El-E5. If the Certificate Is Intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
Ell. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (Including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG:
E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor
(elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building Is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, Is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this Information In Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-Issued or community -Issued BFE)
or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name -
Address City State ZIP Code
Signature Date Telephone
Comments
❑ Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E),
and G of this Elevation Certificate. Complete the applicable Item(s) and sign below. Check the measurement used in Items G8. and G9.
G1. ❑ The Information In Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
Is authorized by law to certify elevation Information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -Issued BFE) or Zone AO.
G3. ❑ The following Information (Items G4: G9.) Is provided for community floodplain management purposes.
G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been Issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: _❑ feet ❑ meters (PR) Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum
Local Qfficlal's"Name Title
Corrimunfty Name Telephone
Signature Date
Comments
❑ Check here If attachments
FEMA Form 81-31, February 2006 Replaces all previous editions
O (P - '3 c) 3
November 7, 2005
City of Sanford Building Division
PO Box 1788
Sanford, FL 32772-1788
To Whom It May Concern:
Re: Lot 116 — 433 Kays Landing, Sanford, FL 32771
The finished floor elevation of the structure located at 433 Kays Landing, Sanford, FL 32771, Lot 116,
Kays Landing Phase 1 meets or exceeds the requirements set forth in the City of Sanford Code Chapter
6, sec. 6-7(a).
Sincerely,
CCL / IBI Consultants, Inc.
a division of IBI Group
David M. Bruno, P.S.M.
Manager of Survey — Central Florida Region
DMB / sd
2603 Maitland Center Parkway, Suite C, Maitland, Florida 32751 USA (407) 660-2120 FAX (407) 660-9070
CCL/1131 Consultants. Inc. is a Division of 1131 Group
A/„ -_an 9 a
CCL
CCL/IBI CONSULTANTS, INC.
AUTHORIZATION
CCL
#LB5610
ENGINEERS SURVEYORS PLANNERS
IBI
2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL 33064 (954) 974-2200
POMPANO BEACH ORLANDO TAMPA JUPITER
���
A 01N5/0N Or 1H£ I& GROUP I
WWW.CCL-poMpANO.COM WWW.CCL-ORLANDO.COM
A DIVISION Or THE IN GROUP
ENGLERAY' S LANDING PHASE 2
NAAONAL FLOOD INSURANCE PROGRAM
BEARING BASED ON THE WEST LINE OF THE
COMMUNITY NUMBER
120294
NORTHEAST 114 OF SECTION J4, TOWNSHIP 19
PANEL NUMBER
12117CO040E
SOUTH. RANGE JO EAST, S£M/NOLE COUNTY FLORID
MAP REWSION
0511711995
BEING S 00'14.40' E. AN ASSUMED MERIDIAN.
FLOOD ZONE
A & X
ELEVA17ONS DERIVED BY SITE BENCH MARKS
SUPPLIED BY THE PLATTING SURVEYOR.
L 6 6 6 N D
L- ARCIDISTANCE
e= CENTRAL ANGLE L.
A/C AIR CONDITIONER SLAB N
C.E. CENTERLINE
EASEMENT P
L.M,E. LAKE MAINTENANCE EASEMENT P
U.E. UTILITY EASEMENT P
F.F. FINISH FLOOR C
FHYD. - FIRE HYDRANT L.
W.M. s WATER METER El
W.V. WATER VALVE P
oa L..B.8.
`
5610
Lt J.4....44
G '
O
La
3610
EL. J4.2Y �� `9
L/ctNStU 1:11.15INL55
I = SET NAIL AND DISC L.B. 5610
POINT OF CURVATURE
_ POINT OF COMPOUND CURVATURI
- POINT OF
REVERSEICURVATURE
V. CABLE TV
LICHT POLE
C. ELECTRIC SERVICE
POINT OF TANGENCY
SD = EXISTING ELEVATION
5610
y N
B 5610
P.T. .p•
34�60
R 125.00 ti 35.4 �\
L=73.04 \ `
6=33'28'38' 2 \ m
Cl:
a=19'30'07"
R=125.00'
L=42.55'
/ /1 r 11 11 -,
L. t/ / 1 1 /
..e
SCALE: L' = 30'
LOCATION SKETCH
(NOT TO SCALE)
q S
\ S2Sf6,,
\\
p 35.4
9 =
\
46
<ed \ 35.6
b
ONE STORY R£S10ENC£
\ F.F. EL43J6.60'
v\ GAR. £L. 35.92•bt
\ 2
m. \
eaoe`e � \
\ a'1 ace ° d `\ \
\\m. \ \ 32.6
35.4
20' B.S. - / Dcc
\---------- --- I
322 \ 10• LANDSCAPE EASEMENT 31 9 6• Choin Link Fence
I- - - - - - - N
LEGAL DESCRIPTION:
Lot 116, Kay's Landing, Phase 2, according to the P/al thereof, as recorded in Plat Book 69,
at Page 4-T-44, of the Public Records, Seminole County, Florida.
NOTES 1119
I. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED J. PLAT AND RECORDED DIMENSIONS ARE THE SAME Q0
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS AS MEASURED UNLESS OTHERMSE NOTED.
DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY
PURPOSES ONLY AND IS NOT VALID. ADDIAONS OR DELETIONS CCL CONSULTANTS. INC FOR EASEMENTS AND OR RIGHTS -
TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING OF -WAY OF RECORD.
PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN 5. COCAlIONS' ARE LIMITED TO VISIBLE IMPROVEMENTS ONLY,
CONSENT OF THE SIGNING PARTY OR PARTIES. IP. LAJ
2. ITES ARE TO THE ABOVE GROUND FOUNDATION OF BUILDING. 6. THIS SURVEY OQE' NLT REFLECT OR DETERMINE OWNERSH
7. THIS SO4VEY EXCEEDS ME MI/7MUM CLOSURE ACCURACY z C;
FOR A SUBURBAN SURVEY AS REOU/RED IN 61G17-6.00J n• Z
REVISIONS: DATE: BY: QF.FIGRIDA-MINIMUM T£CHNICpL STANDARDS
PLOT PLAN 6/7/06 JAM
FOUNDATION 9/13/06 JAM
FINAL 12/22/06 JAM RONAM W. -HERR P.L.S.
PROFESSIONAL SURVEYU and MAPPER #4907 STATE OF FLORIDA
DATE OF SIURVEY. DRAWN CHECKED F704 58
12/20/06 BY IAM 'BY OSB
CITY OF SANFORD PERMIT APPLICATION
Permit # : 06- DO'3 Date:'/�'
Job Address: -3 e6a
,Id
Description of Work: c IOJCd ciych,9,7 ,h4 C Total/Square Footage
Historic District: 'Zoning: Value of Work: $ :h i6l OD
Permit Type: Building Electrical Mechanical L-Plumbing Fire Sprinkler/Alarm Pool
ElectricaF New Service —# of AMPS
Mechanical: Residential V Non -Residential _
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential: # of Wate Insets
Occupancy Type: Residential Commercial
Construction Type: # of stories:
Owners Name & Address: _
Contractor Name & Address:
/ag C'a �nr� c
Phone & Fax: % 3%- b
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address: _
Addition/Alteration Change of Service Temporary Pole _
— Replacement New (Duct Layout & Energy Calc. Required)
# of Water & Sewer Lines # of Gas Lines
Plumbing Repair — Residential or Commercial _
_ Industrial
# of Dwelling Units: Flood 'Zone: (FEMA form required)
Phone:
State L' seNumber: O
Contact Person: Phone:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in c pliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENC ENT AY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONS LT WIT 1 YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. %
NOTICE: In addition to the requirement.- of this permit, there may be additional restric ions applicable to th--�property at may be'foun n the public records of
this county, and there may be additional permits required from other governmental a --ties such as cow ter agem distri Mate a ncies, or federal agencies.
i
Acceptance of permit is verification that I will notify the owner of the propernZof Florid ien w, FS713.
Signature of Owner/Agent Date of Contractor/Agent Date
ROBERT G DELLO �tUSSO
Print Owner/Agent's Name Pri ntrac or/Agent Name I
Signature of Notary -State of Florida Date ignature of Notary- to a of Florida D
Owner/Agent is _ Personally Known to Me or
Produced ID
APPROVALS: ZONING: UTIL: FD:
Special Conditions:
Rev 03/2006
Contractor/Agent isersonally Known to Me or
Produced ID
ENG: BLDG:
............ MIRINDA C. TURNER
MY COMMISSION 0 DD 212893
EXPIRES: June 114 200r7rtt�
'•,',? 4', iy Bonded Thru Notary Puu
CITY OF SANFORD PERMIT APPLICATION
Permit # : O\ 3 Da 3 Date: �!
Job Address: q 3 3 "t
Description of Work:
Historic District:
Zoning:
Value of Work: S d�yw r,Peo,OJ
Permit Type: Building Electrical Mechanical Plumbing Y Fire Sprinkler/Alamo Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole —_ _„_
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets __ Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
_,.e ) Z
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:
Owners Name & Address:
Contractor N
Phone & Fax:
(Attach Proof of Ownership & Legal Description)
Phone:
P 0 809 1117 State License Number:
SANFORQ, FLORIDA:32772 111
(407) 323-75*15 Contact Person:
Bonding Company:
Address: Ot,
Mortgage Lender:
Address:
Architect/Engineer: '
Address:
— �ADVANTAGE PLUMBING, ING
P 0 BI;k1L1117
%ANFORD o FLORIDA 527772 1117
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that -all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT M
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requitLRnen onda Lien w, FS 3�71
Yt 0 6
Signature of Owner/Agent Date Signatu % or/Agen Date
�—> J Mt��
Print Owner/Agent's Name P ' t Connactor/Agent's Name
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
MARTHA Y. HALL
Notary Public, State of Florida
Owner/Agent is _ Personally Known to Me or Contractor/Agent is personal[yKMyvrCgfMpreXp. Feb. 1, 2008
_ Produced ID _ Produced ID Gefw. No. DD 258139
APPLICATION APPROVED BY: Bldg:
(Initial & Date)
Special Conditions:
Zoning:
(Initial & Date)
Utilities:
FD:
(Initial & Date) (initial & Date)
Permit # : ob —3
Job Address: ql
Description of Work:
Historic District:
Zoning:
CITY OF SANFORD PERMIT APPLICATION
Date: 9/% 41 DtD
Value of Work:
21609180 28488
ENGLE HOMES
116 KAYS LANDING
433 KAYS LANDING DR
CARACAS 06-3083
Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS ; M Addition/Alteration Change of Service Temporary Pole 1 U �7—
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential or Commercial
Occupancy Type: Residential `X_ N
Commercial Industrial Total Square Footage: 059 75
Construction Type: __J_ # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address:
1 i Phone:
(Contractor Name & Address:
•7 / � M s1 State License Number:
Phone & Fax: 4U —,C,4 e-' � ^/ CQ X I--� d 3 Contact Person: 1nsPhone: -!�a YY3J2__
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer: Phone:
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Flo ' a 'en Law, FS 713.
P L4
Signature of Owner/Agent Date
tuurhre o Contracttor(/Age
Date
j �� ,, •!
Print Owner/Agent's Name
rat ontractor/Agent's Name
Signature of Notary -State of Florida Date..
Signature of Notary -State o
orr .o
NptarD,alAltC State of Florida
Pime'a S 7emus
• .
b:y L ;,mmission DD437139
w
w n°�
Expne� JS10712009
nt
:Owner/Ageis • 'Personally Known to Me or '
Contractor/Agent is �;,P.e
Produced ID -
_ Produced ID
APPLICATION APPROVED BY: Bldg:
(Initial & Date)
Special Conditions:
Zoning:
(Initial & Date)
Utilities:
120
(Initial & Date) (Initial & Date)
�3o g3
Permit #
Job Address:
Description of Work: Err*r i-_ f_nnr•rI
Historic District: NO Zoning:
CITY OF SANFORD PERMIT APPLICATION
Date:
RECEIVED
F� Total Square Footage
Value of Work: S / / g I ash Oz�
Permit Type: Building X Electrical X Mechanical X Plumbing _X Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/AIteration Change of Service Temporary Pole
Mechanical: Residential _X Non -Residential
Plumbing/ New Commercial: # of Fixtures _
Plumbing/New Residential: # of Water Closets
Replacement New (Duct Layout & Energy Calc. Required)
# of Water & Sewer Lines # of Gas Lines
Plumbing Repair — Residential or Commercial
Occupancy Type: Residential X Commercial Industrial
Construction Type: 5Fi2—# of Stories: / # of Dwelling Units: Flood Zone: (FEMA form required )
Owners Name&Address: ToUsa Homes dba Enc;le Homes
11315 Corporate Blvd. , #250. Orlando 3281 7 Phone: (41717) 24q-35nn
Contractor Name&Address: William Colby Franks
11301 Corporate Blvd., #303, Orlando State License Number: CGC1507971
Phone& Fax: 407-249-3500/407-313--C4orItrx�t2P�rs 7 Valerie/Ke Phone:407-249-3UO
Bonding Company: N/A
Address:
Mortgage Lender: N/A
Address:
Archltect/Bngineer: Residential Design Services Phone: 407-246-1 OR0
Address: 3301Bartlett Blvd. , Orlando 32811 Fa:: 407-2460-0094
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requi erne ;sfi a Lien aw, FS 713.
? /o(
Signature of Owner/Agent Date aturc Contractor/Agent Date
Print Owner/Agent's Name
of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
_ Produced ID
APPROVALS: ZONING: Y 11 . 0 fi"IL:
Special Conditions:
Rev 03/2006
FD:
Wiliam Colbv Franks
Print Contractor/Agent's Name
Signature of Notary -State of Florida„ �•,
%Iaria L Porter
rg•.
MYCOMMISSIONS DD205915 EXPIRES
y ;eg
May 25, 2007
BONDED THRU TROY FAIN INSURANCE INC
Contractor/Agent is _X_ Personally Known to Me or
Produced ID
ENG: BLDG: (e? i uv
W -I034,05
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
ISSUED BY CITY OF SANFORD
STATEMENT NUMBER 106-75114
BUILDING PERMIT NUMBER: (CITY)
UNIT ADDRESS: /J 3t , -, Id
TRAFFIC ZONE: JU ISDICTION: C
SEC: a�j_ TWP: RNG: _
SUBDIVISION: t f , fir. • c^
PLAT BOOK: VLAT BOOK PAGE:
OWNER NAME:
ADDRESS:
APPLICANT NAt-,L .
ADDRESS:
LAND USE CATEGORY: 001 - Single
TYPE USE: Residential
WORK DESCRIPTION: Single Family
DATE: f 11.2l0(,
COUNTY NUMBER:
r L-1 ?
CITY OF SANFORD
PARCEL:
TRACT:
`/j- e-/`BLOCK : LOT:
Family Detached House
House: Detached - Construction
FEE BENEFIT RATE FEE UNIT RATE PER # d TYPE TOTAL DUE
TYPE DIST SCHEDULE DESC. UNIT OF UNITS
ROADS
-ARTERIALS CO -WIDE 0 dwl unit $ 705.00 1 $ 705.00
ROADS
-COLLECTORS NORTH 0 dwl unit $ 000.00 1 $ 000.00
LIBRARY CO -WIDE 0 dwl unit S 54.00 1 $ 54.00
'Sf . VLS CO -WIDE 0 dwl unit $1,384.00 1 $ 1,384.06
AMOUNT DUE S 2,143.00
W t � � (- SIGNATURE: �
. �- f n ��^ ��•U 41 L DECEIVED BY
(PLEASE PRINT NAME) )
DATA:
NOTE TO RECEIVING SIGNAtORY/APPLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ****
DISTRIBUTION: 1-COUNTY .3-CITY '
2-APPLICAN'T 4-COUNTY
**NOTE**
PERSONS ARE ADVISED THAT' THIS IS A STATEMENT OF FEES WHICH
ARE DUE AND PAYABLE =PRIOR TO ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR
EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING
A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING
SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR
OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE
COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS
MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE:
110I EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474.
i
PAYMENT SHOULD BE MADE TO: CITY OF SANFORD
BUILDING DEPARTMENT
300 NORTH PARK AVENUE
SANFORD. FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP
LEFT OF THE NOTICE.
***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A***
*******************SINGLE FAMILY BUILDING PERMIT***:*****************
POWER OF ATTORNEY
Date: '% % / / / ,D(,
I hereby name and appoint Valerie Furrer / KeKalani Vazquez of Engle Homes
Orlando to be my lawful attorney in fact to act for me and apply. to the Orange
County Building Department for a Residential Building permit for work to be
performed at a location described as:
Section 34 , Township 19 , Range 30, Lot 116, Block
Subdivision : Kay's Landing Phase 2
Address of Job: 433 Kays Landing Drive, Sanford 32771
Owner of Property and Address: Engle Homes Orlando 11301 Corporate Blvd.
#303 Orlando, FL 32817
And to sign my name and do all things necessary to this appointment.
William Colby Franks
Tvoe or Print name of Certified Contractor
Si nature of Certified Contractor
State of Florida
County of Orange
The foregoing instrument was acknowledged this �%h= day of ,
2 �O4 , by William Colby Franks, who personally appeared beforePeand
acknowledged that he/she signed the instrument voluntarily for the purpose
expressed in it.
Personally Known
Produced Identification
Type f Identification
ignature o ary Public, State of Florida
Kimberly Kaminer
Print or Type Name of Notary Public
(Seal)
ropRY aGe`
Kimberly Ka
miner
* Commission # OD425691
or Expires Ma 009
A.nb.gY 4 2
M'' I�1 �P30S7018
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
,d- 142
.•�t-2 J
112.
DAVID JOHNSDN. CFA, ASA
13S 'P p
135 t,1d. 11_i
'y ♦?
PROPERTY
,,11; , � ,,; ,
I
APPRAISER
T."_'T� T Ir 7 t" lip.
:i
SLw71NOLE COUNTY FL
1�
_
1 101 E. FIRST ST
SANFORD,FL3277t-1468
-
407 - 665 - 7506
E'
,0
t
2006 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 34-19-30-520-0000-1160
Number of Buildings: 0
Owner: TOUSA HOMES INC
Depreciated Bldg Value: $0
Mailing Address: 11315 CORPORATE BLVD STE 250
Depreciated EXFT Value: $0
City, State,ZipCode: ORLANDO FL 32817
Land Value (Market): $62,000
Property Address: 433 KAYS LANDING DR SANFORD 32771
Land Value Ag: $0
Subdivision Name: KAYS LANDING PHASE 2
Just/Market Value: $62,000
Tax District: Si-SANFORD
Assessed Value (SOH): $62,000
Exemptions:
Exempt Value: $0
Dor: 00-VACANT RESIDENTIAL
Taxable Value: $62,000
Tax Estimator
SALES
2005 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified
2005 Tax Bill Amount:
SPECIAL 06/2006 06285 0929 $1,096,000 Vacant No
2005 Taxable Value:
WARRANTY DEED
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision
ASSESSMENTS
LEGAL DESCRIPTION
LAND
Land Assess FrontageLand Unit Land
Depth
PLATS: Pick...
Method Units Price Value
LOT 116 KAYS LANDING PHASE 2 PB 69
LOT 0 0 1.000 62,000.00 $62,000
PGS 44 - 44
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
"" If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=34193052000001160... 7/10/2006
LOT #Ilia• v
PN�+sE 2
U.S. DEPARTMENT OF HOMELAND SECURITY
Federal Emergency Management Agency
National Flood Insurance Program
A2. Building Street Addi
Awn v A.rl
Apt., Unit,
ELEVATION CERTIFICATE
Important: Read the instructions on pages 1-8.
SECTION A -PROPERTY INFORMATION
Bldg. No.) or P.O. Route and Box No.
OMB.. No. 1660-0008
Expires February 28. 2009
City State f- L ZIP Code
SQNFoRD Stt
A3 Property.I.Description, etc.)
Descrrption (Lot and Bl32
ock Numbers, Tax Parcel Number, Legal
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) _ RES I t7 E it-4 T 1 8L
----.-A5.--Latttude/Longftude:.L-at. Long. Horizontal Datum: ❑'NAD-1927-_ ❑ NAD 1983
A6. Attach.at least 2 photographs of the building it the Certificate is being used to obtain Flood Insurance.
AT Building Diagram Number—L
A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide -
a)
Square footage of crawl space or enclosures) 0 sq ft a) Square footage of attached garage 350+ sq ft
b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attache •garage
enclosure(s) walls within 1.0 foot above adjacent grade _ 0 walls within 1.0 foot above adjacent grade
c) Total net area of flood openings in A8.b _� sq in c) Total net area of flood openings In A9.b sq in
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
- - --ommunity Name & Community Number B2. County Name
OF SANIF0RD 1202.-)¢ I SEAAIN10L_F
F-L
tta. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone
Date Effective/Revised Date Zone(s) AO, use base flood depth)
Loo4o E 04 I3 ��!) 0A/1� 1-DD5 Q N A
B10. indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
❑ FIS Profile ❑ FIRM ❑ Community De . ined Other (Describe) $Y P I- ATTI N 2[ Y p
B11. Indicate elevation datum used for BFE in Item 139: NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) A S urn
812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes No
Designation Date ❑ CBRS ❑ OPA
SECTION g1lUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: [Construction Drawings• ❑ Building Under Construction' ❑ Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g
below according to the building diagram specified in Item AT
Benchmark Utilized .L_0"1,_ Vertical Datum IIA CiV i > l OJZ. P%S SJAA F
Conversion/Comments NONE
Check the measurement used.
a) Top of bottom floor (including basement, crawl space, or enclosure floor) 3(;. 2 feet ❑ meters (Puerto Rico only)
b) Top of the next higher floor N _❑ feet ❑ meters (Puerto Rico only)
c) Bottom of the lowest horizontal structural member (V Zones only) A ._❑ feet ❑ meters (Puerto Rico only)
d) Attached garage (top of slab) N„6�, ,_❑ feet ❑ meters (Puerto Rico only)
e) Lowest elevation of machinery or equipment servicing the building N/A ,_❑ feet ❑ meters (Puerto Rico only)
(Describe type of equipment in Comments)
f) Lowest adjacent (finished) grade (LAG) _3_.1--feet ❑ meters (Puerto Rico only)
g) Highest adjacent (finished) grade (HAG) NSA._❑ feet ❑ meters (Puerto Rico only)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
Information. l certify that the information on this Certificate represents my best efforts to interpret the data available. --- --
1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Check here If comments are provided on back of form. 1 /�
ADP
Certifier's Name R, SE
DINV I D M 32U Q () License NumberTitle PS M 5��k AND
Company Name &AIRsjR..i��c T-al gRo'JP /C. L rho -
AddressCity State ZIP Code2(003 L G v,/�( AAAr 32}S L 10 OB
Signatur Date Telephon �O
G60 - ZI ZO
FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding Information from Section A. Iw�iin`ifnv'U:9s1<'I
and/or Bldg. No.) or P.O. Route and Box No.
City State ZIP Code gin y _ XtcftHi �s�s h ;�p4fi;
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agent/company, and (3) building owner.
Comments
-TFn& G 2 . e - : H,E A-r PUnn P S L-AS F L-r VATj o ^1
Signature Date
- - O - -/tQ /O - " - -E] Check here -If attachments
SEC110WX,81ftt13-G ELEVATION INFORMATION (SURVEY NOT REQUIRED) F611 ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items Et-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑above or below the HAG.
b) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or Hbelow the LAG.
E2. For Building Diagrams 6-8 with permanent flood openings provided In SecW Items 8 and/or 9 (see pane 8 of Instructions), the next higher floor
(elevation C2.b In the diagrams) of the building Is _ ❑ feet u meters ❑ above or below the HAG.
E3. Attached garage (top of slab) Is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building Is_._[:] feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number Is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this Information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-Issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑ Check here if attachments
SECTION G -COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E),
and G of this Elevation Certificate. Complete the applicable ftem(s) and sign below. Check the measurement used in Items G8. and G9.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -Issued BFE) or Zone AO.
G3. ❑ The following Information (Items G4: G9.) is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued --[66. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been Issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
❑ Check here if attachments
FEMA Form 81-31, February 2006 Replaces all previous editions
I n�lua�nmat6111��fii�li9�iilif?�u�1�N41tE�li€ilEi
Permit Number
Parcel Identification Number
Prepared by: Valerie Furrer / Kekalani Vazquez
Return to: Engle Homes Orlando
11315 Corporate Blvd ste 250
Orlando,Fl 32817
NOTICE OF COMMENCEMENT
State of FLORIDA
County of SEMINOLE
P3ti ffflN*' t_tMl-
SENINi ILL t It i11
W (*3:!4 Pil OS24; Qpq)
CLEFiWD S # 2-00611 112.304
RE-G'0t1UED 07IM/cKDE 04:0 :;�S- 112%
REGtlIJ)INt, Ft.1_t; ice.el;�
REOi!tt)II:U BY t; lmlydea
CUTMr-17l COU
Iry
cl-PR:" OF : I! COURT
SEMINOLE C 'I LORIDA
BY
n
The undersigned hereby gives notice that Improvement(s) will be made to certain real pros& aldpn accordance
with Chapter 713, Florida Statutes, the following Information Is provided in this Notice of Commencement.
2
3
4.
Description of property (legal- description of the property, and street address if available)
Kay's Landing Phase 2, Sec-34 Twsp-19, Rge-30, PB-69, Pages-43-44, Lot 3 116 - 433 Kays Landing Drive in
Seminole County
General description of Improvement(s)
Single Family Residence
Owner Information
Name Engle Homes/Orlando Inc. Telephone Number 407-281-4480
Address 11315 Corporate Blvd. #250 Fax Number 407-281-7766
Orlando, FI 32817 Interest in Property: Fee Simple
Fee Simple Title Holder (If other than owner shown above,)
Name Telephone Number
Address Fax Number
Contractor Engle Homes/Orrando Inc.
Name 11315 Corporate Blvd #250
Address
Orlando,Fl 32817
Surety (if any)
Name
Address
7. Lender (if any)
Telephone Number 407-281-4480
Fax Number 407-281-7766
Telephone Number
Fax Number
Amount of bond $ N/A
Name N/A Telephone Number
Address Fax Number
8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be
served as provided by §713.13(1)(a)7., Florida Statutes.
Name Engle Homes/Olrando Inc. Telephone Number 407-281-4480
Address 11315 Corporate Blvd #250 Fax Number 407-281-7766
Orlando, FI 32817
9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as
provided in §713.13(1)(b), Florida Statutes.
Name Telephone Number
Address Fax Number
10. Expiration date of notice of commencement (the expiration date is one year from the date of recording
unless a different date Is specified):
Date Signed Sig ature of Owner Note: per §713.13(1)(g), "owner
must sign ...and no one else may be permitted to sign In
his or her stead."
Sworn to and subscribed before me this l/��day of?7` , 20 Ob by
William Colby Franks
who Is X personally known to me OR produced
as Identification.
Signature of Notary (notarial seal to appear below)
Form Rovioed: 12/00 for 19_ to 20_
:^y-; Valerie L Furrer
MYCOMMISSION` DD205715 EXPIRES
a;• lJ1uy 25, 2007
•';f of F7•` IONDW!mRU?ROY FAIN INSURANCE.!NC
CCL CCL/IBI CONSULTANTS, INC. CCL
AUTHORIZATION #LB5610
ENGINEERS SURVEYORS PLANNERS
IBI 2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL 33064 (954) 974-2200 ���
POMPANO BEACH ORLANDO TAMPA JUPITER
A LV V,s/aN Of THE IB1 CROUP WWW. CCL -POMPANO. COM WWW. CCL-ORLANDO. COM A 0161MOH Or rHE IN CROW
ENGLEKAY' S LANDING PHASE 2 n
NA77ONAL FLOOO INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE
COMMUNITY NUMBER 120294 NORTHEAST 114 OF SECTION J4, TOWNSHIP 19
PANEL NUMBER 12117CO040C SOUTH, RANCE JO EAST, SEMINOLE COUNTY, FLORIDA,
MAP REW90N 0511711995 BEING S 00'14'40• E, AN ASSUMED MERIDIAN.
FLOOD ZONE A & X -
LBC EN D
R- RADIUS O INDICATES 5/8- IRON ROD SET WITH NUMBER `
L- ARC DISTANCE L.B. 5610 CARP (IRQ UNLESS OTHERWISE NOTED
6 • CENTRAL ANGLE L.B. • LICENSED BUSINESS -
A/C - AIR CONDITIONER SLAB N&D = SET NAIL AND DISC L.B. 5610 Y
xC CENTERLINE PC = POINT OF CURVATURE "
U.E. - DRAINAGE EASEMENT PCC = POINT OF COMPOUND CURVATURE
L.M.E. • LAKE MAINTENANCE EASEMENT PI = POINT OF INTERSECTION
U.E. • UTILITY EASEMENT PRC = POINT OF REVERSE CURVATURE _ _
F.F. FINISH FLOOR CATV. . CABLE TV
FHYD• FIRE HYDRANT L.P. • LIGHT POLE
W.M. WATER METER ELEC. ELECTRIC SERVICE LOCATION SKETCH
W.V. WATER VALVE PT = POINT OF TANGENCY
PROPOSED ELEVATION (NOT TO SCALE)
SCALE: 1' a 30'
:4� 34.3
��
E,•
P TO i4 �s
34.2
L=73.04
n=33'28'38' \ Oq \
J,
R=125.00' \� `� 1s; CAR4CAS•
%y ELEVATION ?' �' \
L=42.55' \ 50.00' r 70.00• \ ?j
J/59tsq.It. \ C9
.r\ s F.F. ELEV. . 36.15'
6 � \
2.83-1
36.4
AREA TABULA nON : �� 04el4) \
LOT • tSO.Fr. \ /1 T \ \ 31.9
J,, \
\ i / N
35.7 1 20' B. S.
\--———— — — — — --
`Dc6
- 32.1 1 E
^•1�
1 \ !0' L.E. 1
NOTE: N 89'47'18" W 63.72 S
LEGAL DESCRIPTION. BUILDING WILL BE STAKED AS SHOWN
Lot 116, Kay's Londing, Phase 2, according to the Plot thereof, as recorded in Plot Book 59,
at Page 43-44, of the Public Records, Seminole County, Florida. Q0
NOTES: (SKETCH AND LEGAL ONLY, NOT A SURVEY) Q0
1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED 2. LANDS SHOWN H•«Ae OAI W:-Ri NOT A&STRACTED �-
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS BY CCL CONSU! tANTS INC. FOR EASFMCNTS AND
DRAWING. SKETCH, PLAT OR MAP Is FOR INFORMATIONAL RIGHTS-OF-;vaY (*_ RZCOPD•
PURPOSES ONLY AND IS NOT VALID. AD0/77ONS OR DF.LE77ONS J. DATA SHOWiJ le-.RF.ON WAS COU,"XCO PROM OTHER ~
TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING V
INSTRUMEN'S ANC DUES NOT t'ONSTITUTE A FIELD SURVEY w
PARTY OR PARnES IS PROHIBITED WITHOUT WRITTEN AS SUCH. O
CONSENT OF THE SIGNING PARTY OR PARnES. cr a i
REVISIONS: DATE: BY: i \
PLOT PLAN 6/7/06 JAM �� J
PROF)2SSIONAL SURVEYO�n�_MAfrFER /5670 STATE OF FLORIDA
DAT OF SKETCH. DRAWN CHECKED I FIELD
/7/06 BY JAM BY DMB BOOK NIA
FORM 60OA-2004 EnergyGauge® 4.0
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: Caracas25670pt5l34lloStudy IBuilder: ENGLE HOMES
Address: 3 }�a c,�-� '1-t-�` '� Permitting Office: S.Ar i�1C j
City, State: Permit Number: e,(r
Owner: �l��l rne� Jurisdiction Number: t`r. r1 I.)(,
Climate Zone: entr I
l .
New construction or existing
New _
2.
Single fanrily or multi -family
Single family _
3.
Number of units, if multi -family
1 _
4.
Number of Bedrooms
4 _
5.
Is this a worst case?
Yes _
6.
Conditioned floor area (W)
2567 fV _
7.
Glass typel and area: (Label regd. by 13-104.4.5 if not default)
a. U-factor. Description Area
(or Single or Double DEFAULT) 7�Sngle
Default) 329.0 ft' _
b. SHGC:
(or Clear or Tint DEFAULT) 7b.
(Clear) 329.0 ft'
8.
Floor types
a. Slab -On -Grade Edge Insulation
R=0.0, 248.0(p) ft _
b. N/A
_
c. N/A
_
9.
Wall types
a. Concrete, Int Insul, Exterior
R=4.1, 1740.0 ft _
b. Frame, Wood, Adjacent
R=11.0, 396.0 ft' _
c. N/A
_
d. N/A
_
e. N/A
_
10.
Ceiling types
_
a. Under Attic
R=30.0, 2640.0 ft'
b. Under Attic
R=30.0, 114.0 ft' _
c. N/A
_
11.
Ducts
_
a. Sup: Unc. Ret: Unc. AH(Sealed):Garage
Sup. R=6.0, 1.0 R
b. N/A
12. Cooling systems
a. Central Unit
b. N/A
c. N/A
13. Heating systems
a. Electric Heat Pump
b. N/A
c. N/A
14. Hot water systems
a. Electric Resistance
b. N/A
c. Conservation credits
(HR-Heat recovery, Solar
DHP-Dedicated heat pump)
15. HVAC credits
(CF-Ceiling fan, CV -Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.13 Total as -built points: 32184 PASS
Total base points: 36012
I hereby certify that the plans and specifications covered by
this calculation are in com 'once with the Florida Energy
Code.
PREPARED BY:
DATE:
I hereby certify that this building, as designed, is in compliance
with the Florida Energy Cod.
OWNER/AGENT: L-C.-
DATE: '% // /04
Cap: 48.0 kBaYhr _
SEER:13.50 _
Cap: 48.0 kBm/hr _
HSPF: 7.70
Cap: 50.0 gallons _
EF: 0.90 _
Review of the plans and
RE
TE
specifications covered by this
*�o�T
iq = � c Off:`
calculation indicates compliance withIIrtr
`^��„ S
the Florida Energy Code. Before
construction is completed this
building will be inspected for
compliance with Section 553.908
f4y
Florida Statutes.
ion we
BUILDING OFFICIAL:
DATE:
1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4.
EnergyGauge® (Version: FLRCSB v4.0)
FORM 60OA-2004 EnergyGauge® 4.0
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:,,_,_ PERMIT #:
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned X BSPM =
Points
Overhang
Floor Area
Type/SC
Ornt
Len
Hgt
Area X
SPM X SOF = Points
.18 2567.0
25.78
11911.9
Single, Clear
W
1.0
6.0
16.0
57.68
0.97
893.8
Single, Clear
W
1.0
6.0
16.0
57.68
0.97
893.8
Single, Clear
W
1.0
5.2
19.0
57.68
0.96
1048.4
Single, Clear
S
1.0
7.2
32.0
48.22
0.97
1497.7
Single, Clear
E
24.0
10.0
48.0
63.97
0.38
1167.3
Single, Clear
S
9.0
8.0
27.0
48.22
0.55
713.0
Single, Clear
S
11.0
10.0
16.0
48.22
0.55
425.8
Single, Clear
S
11.0
10.0
44.0
48.22
0.55
1170.8
Single, Clear
N
5.0
7.5
9.0
30.19
0.79
213.7
Single, Clear
E
1.0
7.0
32.0
63.97
0.98
2013.0
Single, Clear
E
1.0
1.5
6.0
63.97
0.64
246.3
Single, Clear
E
1.0
5.2
7.0
63.97
0.96
428.6
Single, Clear
N
1.0
7.0
19.0
30.19
0.99
565.2
Single, Clear
NE
1.0
7.0
19.0
47.10
0.99
881.8
Single, Clear
NW
1.0
7.0
19.0
40.72
0.99
762.6
As -Built Total:
329.0
12922.0
WALL TYPES
Area X
BSPM
= Points
Type
R-Value
Area
X SPM
=
Points
Adjacent
396.0
0.70
277.2
Concrete, Int Insul, Exterior
4.1
1740.0
1.18
2053.2
Exterior
1740.0
1.90
3306.0
Frame, Wood, Adjacent
11.0
396.0
0.70
277.2
Base Total:
2136.0
3583.2
As -Built Total:
2136.0
2330.4
DOOR TYPES
Area X
BSPM
= Points
Type
Area
X SPM
=
Points
Adjacent
18.0
1.60
28.8
Adjacent Insulated
18.0
1.60
28.8
Exterior
48.0
4.80
230.4
Exterior Insulated
48.0
4.80
230.4
Base Total:
66.0
259.2
As -Built Total:
66.0
259.2
CEILING TYPES
Area X
BSPM
= Points
Type
R-Value Area X SPM X SCM =
Points
Under Attic
2567.0
2.13
5467.7
Under Attic
30.0
2640.0
2.13 X 1.00
5623.2
Under Attic
30.0
114.0
2.13 X 1.00
242.8
Base Total:
2567.0
5467.7
As -Built Total:
2754.0
5866.0
FLOOR TYPES
Area X
BSPM
= Points
Type
R-Value
Area
X SPM
=
Points
Slab 248.0(p)
-31.8
-7886.4
Slab -On -Grade Edge Insulation
0.0
248.0(p
-31.90
-7911.2
Raised
0.0
0.00
0.0
Base Total:
-7886.4
As -Built Total:
248.0
-7911.2
EnergyGauge® DCA Form 60OA-2004 EnergyGauge@/FlaRES'2004 FLRCSB v4.0
FORM 60OA-2004 EnergyGauge® 4.0
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE
AS -BUILT
INFILTRATION Area X BSPM = Points
Area X
SPM
= Points
2567.0
14.31 36733.8
2567.0
14.31
36733.8
Summer Base Points:
50069.4
Summer As -Built Points:
50200.2
Total Summer X System
= Cooling
Total X Cap
X Duct X System X
Credit
= Cooling
Points Multiplier
Points
Component Ratio
Multiplier Multiplier
Multiplier
Points
(System - Points)
(DM x DSM x AHU)
(sys 1: Central Unit 48000 btuh ,SEER/EFF(13.5) Ducts: Unc(S),Unc(R),Gar(AH),R6.0(INS)
50200 1.00
(1.09 x 1.150 x 0.95) 0.253
1.000
15058.3
50069.4 0.4266
21359.6
50200.2 1.00
1.188 0.253
1.000
15058.3
EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge(YFIaRES'2004 FLRCSB v4.0
FORM 60OA-2004 EnergyGauge® 4.0
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned X BWPM =
Points
Overhang
Floor Area
Type/SC
Omt
Len
Hgt
Area X
WPM X
WOF = Point
.18 2567.0
5.86
2707.7
Single, Clear
W
1.0
6.0
16.0
13.25
1.00
212.5
Single, Clear
W
1.0
6.0
16.0
13.25
1.00
212.5
Single, Clear
W
1.0
5.2
19.0
13.25
1.00
252.8
Single, Clear
S
1.0
7.2
32.0
9.90
1.00
316.7
Single, Clear
E
24.0
10.0
48.0
12.37
1.30
772.7
Single, Clear
S
9.0
8.0
27.0
9.90
1.94
519.5
Single, Clear
S
11.0
10.0
16.0
9.90
1.92
304.0
Single, Clear
S
11.0
10.0
44.0
9.90
1.92
836.0
Single, Clear
N
5.0
7.5
9.0
15.07
0.99
134.5
Single, Clear
E
1.0
7.0
32.0
12.37
1.01
398.4
Single, Clear
E
1.0
1.5
6.0
12.37
1.10
81.4
Single, Clear
E
1.0
5.2
7.0
12.37
1.01
87.5
Single, Clear
N
1.0
7.0
19.0
15.07
1.00
285.8
Single, Clear
NE
1.0
7.0
19.0
14.70
1.00
279.4
Single, Clear
NW
1.0
7.0
19.0
14.97
1.00
284.1
As -Built Total:
329.0
4977.7
WALL TYPES
Area X
BWPM
= Points
Type
R-Value
Area
X WPM
=
Points
Adjacent
396.0
1.80
712.8
Concrete, Int Insul, Exterior
4.1
1740.0
3.31
5750.7
Exterior
1740.0
2.00
3480.0
Frame, Wood, Adjacent
11.0
396.0
1.80
712.8
Base Total:
2136.0
4192.8
As -Built Total:
2136.0
6463.5
DOOR TYPES
Area X
BWPM
= Points
Type
Area
X WPM
=
Points
Adjacent
18.0
4.00
72.0
Adjacent Insulated
18.0
4.00
72.0
Exterior
48.0
5.10
244.8
Exterior Insulated
48.0
5.10
244.8
Base Total:
66.0
316.8
As -Built Total:
66.0
316.8
CEILING TYPES Area X
BWPM
= Points
Type
R-Value
Area X WPM X WCM =
Points
Under Attic
2567.0
0.64
1642.9
Under Attic
30.0
2640.0
0.64 X 1.00
1689.6
Under Attic
30.0
114.0
0.64 X 1.00
73.0
Base Total:
2567.0
1642.9
As$ullt Total:
2754.0
1762.6
FLOOR TYPES
Area X
BWPM
= Points
Type
R-Value
Area
X WPM
=
Points
Slab
248.0(p)
-1.9
471.2
Slab -On -Grade Edge Insulation
0.0
248.0(p
2.50
620.0
Raised
0.0
0.00
0.0
Base Total:
471.2 1
As -Built Total:
248.0
620.0
EnergyGauge® DCA Form 60OA-2004 EnergyGauge&FlaRES'2004 FLRCSB v4.0
FORM 60OA-2004 EnergyGauge® 4.0
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE
AS -BUILT
INFILTRATION
Area X BWPM = Points
Area X
WPM
= Points
2567.0
-0.28 -718.8
2567.0
-0.28
-718.8
Winter Base Points:
7670.2
Winter As -Built Points:
13421.8
Total Winter X
System
= Heating
Total X Cap
X Duct X System X
Credit
= Heating
Points
Multiplier
Points
Component Ratio
Multiplier Multiplier
Multiplier
Points
(System - Points)
(DM x DSM x AHU)
(sys 1: Electric Heat Pump 48000 btuh ,EFF(7.7) Ducts: Unc(S),Unc(R),Gar(AH),R6.0
13421.8 1.000
(1.078 x 1.160 x 0.95) 0.443
1.000
7067.3
7670.2
0.6274
4812.3
13421.8 1.00
1.188 0.443
1.000
7067.3
EnergyGaugeT" DCA Form 60OA-2004 EnergyGauge&FlaRES'2004 FLRCSB v4.0
FORM 60OA-2004 EnergyGauge® 4.0
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE
AS -BUILT
WATER HEATING
Number of X Multiplier
= Total
Tank EF
Number of X Tank X Multiplier X Credit = Total
Bedrooms
Volume
Bedrooms Ratio Multiplier
4 2460.00
9840.0
50.0 0.90
4 1.00 2514.67 1.00 10058.7
As -Built Total:
10058.7
CODE
COMPLIANCE
STATUS
BASE
AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
= Total
Points
Cooling
Points
+ Heating + Hot Water = Total
Points Points Points
21360 4812
9840
36012
15058
7067 10059 32184
PASS
EnergyGaugeTm DCA Form 60OA-2004 EnergyGaugeg/FlaRES'2004 FLRCSB v4.0
FORM 60OA-2004 EnergyGauge® 4.0
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS
SECTION
REQUIREMENTS FOR EACH PRACTICE
CHECK
Exterior Windows & Doors
606.1.ABC.1.1
Maximum:.3 cfm/s .ft. window area* .5 cf rds .ft. door area.
Exterior & Adjacent Walls
606.1.ABC.1.2.1
Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to the foundation to the top plate.
Floors
606.1.ABC.1.2.2
Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings
606.1.ABC.1.2.3
Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures
606.1.ABC.1.2.4
Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Mufti -story Houses
606.1.ABC.1.2.5
Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts
606.1.ABC.1.3
Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded bv all residences.
COMPONENTS
SECTION
REQUIREMENTS
CHECK
Water Heaters
612.1
Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or dearly marked circ
breaker electric or cutoff as must be provided. External or built-in heat trap required.
Swimming Pools & Spas
612.1
Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pod heaters must have a minimum thermal
efficient of 78%.
Shower heads
612.1
Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems
610.1
All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls
607.1
Separate readily accessible manual or automatic thermostat for each system.
Insulation
604.1, 602.1
Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGauge'" DCA Form 60OA-2004 EnergyGauge@/FlaRES'2004 FLRCSB v4.0
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7
The higher the score, the more efficient the home.
l . New construction or existing
New _
2. Single family or multi -family
Single family _
3. Number of units, if multi -family
1 _
4. Number of Bedrooms
4 _
5. Is this a worst case?
Yes _
6. Conditioned floor area (ft)
2567 ft' _
7. Glass typel and area: (Label reqd.
by 13-104.4.5 if not default)
a. U-factor.
Description Area
(or Single or Double DEFAULT) 7�,Sngle Default) 329.0 ft' _
b. SHGC:
(or Clear or Tint DEFAULT)
7b. (Clear) 329.0 ft'
8. Floor types
a. Slab -On -Grade Edge Insulation
R=0.0, 248.0(p) ft _
b. N/A
_
c. N/A
_
9. Wall types
a. Concrete, Int Insul, Exterior
R=4.1, 1740.0 ft' _
b. Frame, Wood, Adjacent
R=11.0, 396.0 ft' _
c. N/A
_
d. N/A
_
e. N/A
_
10. Ceiling types
a. Under Attic
R=30.0, 2640.0 ft' _
b. Under Attic
R=30.0, 114.0 ft' _
c. N/A
_
11. Ducts
a. Sup: Unc. Rct: Unc. AH(Scalcd):Garage
Sup. R=6.0, 1.0 ft _
b. N/A
_
12. Cooling systems
a. Central Unit
b. N/A
c. N/A
13. Heating systems
a. Electric Heat Pump
b. N/A
c. N/A
14. Hot water systems
a. Electric Resistance
b. N/A
c. Conservation credits
(HR-Heat recovery, Solar
DHP-Dedicated heat pump)
15. HVAC credits
(CF-Ceiling fan, CV -Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
NIZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: Date:
Address of New Home:
City/FL Zip:
Cap: 48.0 kBtu/hr
SEER:13.50 _
Cap: 48.0 kBtu/hr _
HSPF: 7.70
Cap: 50.0 gallons
EF: 0.90 _
'CEIE s?,gTE,O.n
*NOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStdA' designation),
your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building
Construction, contact the Department of Community Affairs at 8501487-1824.
I Predominant glass type. For actual glass type and areas, see Summer & Winter Glass out
on pages 2&4
EnergyGaugeO (Version: FLRCSl3 v4.0)
PROJECT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
For: ENGLE HOMES
Notes:
Weather: Orlando —AP, FL, US
Winter Design Conditions
Outside db
Inside db
Design TD
Heating Summary
Job: CARACAS 2567 OPT 5
BR4 ILO STUDY 6.06.02
Summer Design Conditions
38 °F Outside db
70 °F Inside db
32 °F Design TD
Daily range
Relative humidity
Moisture difference
Building heat loss 47672 Btuh
Ventilation air 0 cfm
Ventilation air loss 0 Btuh
Design heat load 47672 Btuh
Infiltration
Method
Construction quality
Fireplaces
Simplified
Average
0
z
Heat'ng
'
Cooling
Area ft
567
Volume (ft3)
27402
27402
Air changes/hour
0.70
0.40
Equiv. AVF (cfm)
320
183
Heating Equipment Summary
Make LENNOX
Trade
Model
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
0 Btuh @ 47°F
0 °F
1600 cfm
0.034 cfrn/Btuh
0.40 in H2O
93 °F
75 °F
1l8 ° F
50 %
43 gr/lb
Sensible Cooling Equipment Load Sizing
Structure
34075
Btuh
Ventilation
1485
Btuh
Design temperature swing
3.0
°F
Use mfg. data
y
Rate/swing multiplier
1.00
Total sens. equip. load
35560
Btuh
Latent Cooling Equipment Load Sizing
Internal gains
1380
Btuh
Ventilation
2212
Btuh
Infiltration
5387
Btuh
Total latent equip. load
8979
Btuh
Total equipment load
44539
Btuh
Req. total capacity at 0.80 SHR
3.7
ton
Cooling Equipment Summary
Make LENNOX
Trade
Cond
Coil
Efficiency
13.5
EER
Sensible cooling
37600
Btuh
Latent cooling
9400
Btuh
Total cooling
47000
Btuh
Actual air flow
1600
cfm
Air flow factor
0.047
cfm/Btuh
Static pressure
0.40
in H2O
Load sensible heat ratio
80
%
Bold/h'alic values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
z wrighltsoft Right -Suite Residential 5.5.17 RSR26014 2006-Feb-17 14:09:23
ACC, E:\Files\ENGLE2002\Caracas2598\Ca2ps25670pt5Br4lioStudy\Caracas25670pt5Br4iloStudy.rsr Page 1
RIGHT-J CALCULATION PROCEDURES A, B, C, D
0 Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: CARACAS 2567 OPT 5
BR4 ILO STUDY 6.06.02
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Procedure A - Winter Infiltration HTM Calculation*
1. Winter infiltration AVF
0.70 ach x 27402 ft3 x 0.0167 = 320 cfm
2. Winter infiltration load
1.1 x 320 cfm x 32
3. Winter infiltration HTM
11253 Btuh / 395 ft'
T Winter TD = 11253 Btuh
Total window = 28.5 Btuh/ft2
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.40 ach x 27402- ft3 x 0.0167 = 183 cfm
2. Summer infiltration load
1.1 x 183 cfm x 18
3. Summer infiltration HTM
3617 Btuh / 395 ft2
T Summer TD = 3617 Btuh
Total window = 9.2 Btuh/ft2
and door area
Procedure C - Latent Infiltration Gain
0.68 x43 gdlb moist.diff. x 183 cfm = 5387 Btuh
rroceaure u - tqulpment sizing Loaas
1. Sensible sizing load
Sensible ventilation load
1.1 x 75 cfm vent. x 18 °F Summer TD =
1485
Btuh
Sensible load for structure (Line 19) +
34075
Btuh
Sum of ventilation and structure loads =
35560
Btuh
Rating and temperature swing multiplier x
1.00
Equipment sizing load - sensible =
35560
Btuh
2. Latent sizing load
Latent ventilation load
0.68 x 75 cfm vent x 43 gr/Ib moist.diff. =
2212
Btuh
Internal loads = 230 Btuh x 6 people +
1380
Btuh
Infiltration load from Procedure C +
5387
Btuh
Equipment sizing load - latent =
8979
Btuh
'Construction Quality is: a No. of Fireplaces is: 0
Bold/ltalic values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrjghtsoft Right -Suite Residential 5.5.17 RSR26014 2006-Feb-17 14:09:23
, CCA E:\Files\ENGLE2002\Caracas2598\Caraces25670pt5Br4lloStudy\Caracas25670pt5Br4iloStudy.rsr Page 1
RIGHT-J WORKSHEET
N Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: CARACAS 2567 OPT 5 BR411-0
STUDY 6.06.02
109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
J: tin td.
1
Name of roan
Entre Hale
LALlr1
BDRW
BDRM2
14MfVVLiAL
2
Length of exposedlwaft
248.0 ft
7.0 ft
28.0 ft
13.0 ft
3
Room dine rsiors
7.0 x 8.0 ft
14.0 x 11.0 ft
13.0 x 13.0 ft
Ceil gs Condit. option
10.4 ft I heaV000l d
9.4 ft I heaVcool
9.4 ft 1heaVbool
9.4 ft 1heat/ood
TYPE OF
CST
HTM
Area
Load (Bth)
Area
Load (Bth)
Area
Load Plan)
Naa
LOW th)
Da'O6LJRE
NO.
H� Clg
(f
H� 09
(m
H19 CI9
W)
Htg Gig
(�
Htg 09
5
Gross
a 14B
4.6
2.1
2117
-
-
0
"^
""
131
""
""
122
-
-
Exposed
to 13C
3.2
1.2
414
-
-
66
""
""
132
""
""
0
-
-
walls and
c 12C
2.9
1.9
0
-
-
0
""
""
0
""
""
0
-
-
partitions
d
0.0
0.0
0
-
-
0
""
0
""
""
0
-
-
e
0.0
0.0
0
""
""
0
""
""
0
""
""
0
-
-
f0.0
0.0
0
-
-
0
""
""
0
""
""
0
-
-
6
V*xbws and
a 1C
37.0
"
237
8760
-
0
0
-
16
591
""
16
591
-
glass doors
b 8C
37.0
"
48
1774
-
0
0
-
0
0
""
0
0
-
Heating
c 9C
38.7
"
44
1704
-
0
0
-
0
0
""
0
0
-
d 1C
37.0
^
0
0-
0
0
-
0
0
""
0
0-
e
0.0
"
0
0
-
0
0
-
0
0
^"
0
0-
f
1 0.0
"
01
0
-
0
0
-
0
0
^"
0
0-
7
VJ xbNs and
North
22.9
32
-
730
0
-
0
2
""
41
2
-
41
glass doors
NEM
45.5
212
-
9541
0
-
0
0
""
0
0
-
0
Coofing
ENV
54.4
19
-
1034
0
-
0
0
""
0
0
-
0
SE/SW
47.4
61
-
2897
0
-
0
14
""
663
1
-
663
South
30.4
5-
154
0-
0
0
""
0
0-
0
Horz
0.0
0-
0
0-
0
0
^^
0
0
""
0
8
071erdoors
a 11A
18.9
12.7
65
1246
841
18
340
229
0
0
0
0
0
0
b 11A
18.9
12.7
0
0
0
0
0
0
0
0
0
0
0
0
c
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
9
Net
a 14B
4.6
2.1
1740
8018
3583
0
0
0
115
530
237
106
489
219
aposed
b 13C
3.2
1.2
396
1247
463
48
151
56
132
416
154
0
0
0
walls and
c 12C
2.9
1.9
0
0
0
0
0
0
0
0
0
0
0
0
partitions
d
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
e
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
f
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
10
CeSrlgs
a 16G
1.1
1.4
2640
2188
3659
56
59
78
154
163
213
169
178
234
b 16G
1.1
1.4
114
120
158
0
0
0
0
0
0
0
0
0
c
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
d
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
e
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
f
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
11
Floors
a 22A
25.9
0.0
248
6428
0
7
181
0
28
726
0
13
337
0
(Note: room
b 19G
1.1
0.0
0
0
0
0
0
0
0
0
0
0
0
0
pedrneter
c
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
is displ.
d
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
for stab
a
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
tbors)
f
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
12
Infiifration a
28.5
9.2
395
11253
3617
18
513
165
16
456
147
16
456
147
13
Subtotal bss=6+8..+11+12
""
43338
""
""
1244
""
""
2881
""
""
2052
-
Less ectemal hea ng
""
0
""
""
0
""
"^
0
""
""
0
-
Less transfer
....
0
•...
....
()
....
•.••
0
• ••
•••
0
....
Heatrg redistribution
""
0
^"
""
0
""
""
0
14
Duct loss
10
'11 4
""
100A
124
""
10
288
""
101
205
-
15
Total loss = 13+14
""
47672
""
""
1369
""
""
3169
""
""
2257
-
16
In L gains: People Q 300
6
-
1800
0-
0
0
-
0
0-
0
Appl. Q 1200
2
-
2400
1
-
600
0
-
0
0-
0
17
Subtot RSH gaim7+8. +12+16
""
-
30977
""
-
1128
""
-
1455
""
-
1303
Less external cooling
""
-
0
""
-
0
""
-
0
""
-
0
Less transfer
""
-
0
""
-
0
""
-
0
-
0
Cooling redistrlbutcn
""
-
0
""
-
0
""
""
0
""
-
0
18
Duct gain
10
""
3098
10°
""
z
113
10°
146
101
-
130
19
Taal RSH gait=(17+18)-PLF
1.00
-
34C75
1.00
1241
1.00
""
1601
1.00
1434
20
Ai required (dm)
""
1600
1600
""
46
58
""
106
75
-
76
67
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrrrgF�ttsoR Right -Suite Residential 5.5.17 RSR26014 2006-Feb-17 14:09:23
�� E:1FilesIENGLE20021Caracas2598tCaracas25670pt5Br4lioStudy\Caracas25670pt5Br4lloStudy.rsr Page 1
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: CARACAS 2567 OPT 5 BR41LO
STUDY 6.06.02
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665
MANUAL J: 7M Ed.
1
me Nad morn
BTH2
NISTRBTH
WIC
MSTRBR
2
Length d eposed wall
0.0 ft
11.0 ft
23.0 ft
29.0 ft
3
Room diner sions
6.0 x 12.0 ft
17.0 x 11.0 ft
6.0 x 15.0 ft
19.0 x 16.0 ft
4
Ceiings Ccndit. Option
9.4 ft heat/cool
9.4 It 1 heatbod
9.4 ft heat1cod
11.8 ft heattool
TYPE OF
I CST
HTM
Area
Load mbm)
Area
Load(Btuh)
Area
Load(Btlh)
Area
Load(Buh)
DOKW E
NO.
Htg Clg
(m
Htg C19
OF)
Htg I Og
OF)
Htg I Clg
OF)
Htg CIg
5
Gross
a 1413
4.6
2.1
0
-
-
103
""
""
216
-
-
342
-
-
Exposed
b 13C
3.2
1.2
0
-
-
0
""
0
-
-
0
-
-
wafts and
c 12C
2.9
1.9
0
""
""
0
""
""
0
""
""
0
partitions
d
0.0
0.0
0
""
""
0
""
^"
0
^"
""
0
e
0.0
0.0
0
""
""
0
""
""
0
""
""
0
f
0.0
0.01
0
""
""
0
""
""
0
^"
^^
0
6
NArxlows and
a 1C
37.0
^
0
0
-
19
-m
""
0
0
'""32
1183
-
glass doors
b 8C
37.0
^
0
0
^^
0
0
""
0
0
-48
1774
-
Heating
c 9C
38.7
0
0-
0
0
""
0
0
-
0
0-
d 1C
37.0
^
0
0-
0
0
""
0
0
-
0
0-
e
0.0
^
0
0
""
0
0
""
0
0
""
0
0
f
0.0
^
0
0
""'
0
0
""
0
0
""
0
0
7
Wxldorvs and
North
22.9
0-
0
3
""
58
0
""
0
-
0
glass doors
NE�NW
45.5
0
-
0
0
""
0
0
0
-
3152
Cooling
E/W
54.4
0
-
0
0
0
0
-
0
-
0
SE/SW
47.4
0
-
0
16
""
766
0
-
0
10000
-
0
South
30.4
0
-
0
0
0
0
-
0
-
0
Horz
0.0
0
-
0
0
""
0
0
-
0
-
0
8
Otherdoors
a 11A
18.9
12.7
0
0
0
0
0
0
0
0
0
0
0
0
b 11A
18.9
12.7
0
0
0
0
0
0
0
0
0
0
0
0
c
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
9
Net
a 14B
4.6
2.1
0
0
0
84
389
174
216
996
445
252
1208
540
exposed
b 13C
3.2
1.2
0
0
0
0
0
0
0
0
0
0
0
0
walls and
c 12C
2.9
1.9
0
0
0
0
0
0
0
0
0
0
0
0
partitions
d
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
e
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
f
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
10
Cek1gs
a 16G
1.1
1.4
72
76
100
187
197
259
90
95
125
304
321
421
b 16G
1.1
1.4
0
0
0
16
17
22
0
0
0
0
0
0
c
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
d
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
e
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
f
0.0
0.0
0
0
0
0
0
0
0
0
0
01
0
0
11
Floors
a 22A
25.9
0.0
0
0
0
11
285
0
23
596
0
29
752
0
(Note: roan
b 19G
1.1
0.0
0
0
0
0
0
0
0
0
0
0
0
0
p-peter
c
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
is displ,
d
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
for stab
a
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
floors)
f
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
12
Infiltration a
28.5
9.2
0
0
0
19
541
174
0
0
0
80
2Z79
733
13
Subtotal bss=6+6..+11+12
""
76
-
-
2132
-
-
1687
-
-
7517
-
Less extemal heating
""
0
""
""
0
-
-
0
-
-
0
-
Less transfer
0
""
""
0
-
-
0
-
-
0
-
Heating redistribution
""
0
""
""
0
-
-
0
-
-
0
-
14
Duct loss
100
8
"^
10
213
-
101/
169
-
1W
752
-
15
Total loss = 13+14
""'
84
^^
^^
2345
^^
I -
1856
-
-
8269
-
16
Inn gains: People @ 300
0
""
0
0
-
0
0
-
0
1
-
300
Appl. @ 1200
0
""
0
0-
0
0
-
0
0-
0
17
Sibtot RSH gain =7+8. +12+16
""
""
100
^"
""
1453
""
""
570
5146
Less and ernlal cooling
""
""
0
""
-
0
" '
-
0
""
-
0
Less transfer
""
""
0
""
-
0
-
-
0
-
-
0
Coding redistrlblrtion
• ••
••••
0
-
-
0
-
-
0
-
-
0
18
Duct gain
10
""
10
100/
-
145
10
-
57
10'
-
515
19
Total RSH gain=(17+18)-PLF
1.00
""
110
1.00
-
1598
1.00
-
627
1.00
-
5660
20
Air requied (dm)
3
5
""
79
75
62
29
""
I Z78
266
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrrrgFlltsOft Right -Suite Residential 5.5.17 RSR26014 2006-Feb-17 14:09:23
ck E:\Files\ENGLE2002\Caracas2598\Cardos2567Opt5Br4lioSludy\Caraces2567Opt5Br4iloStudy.rsr Page 2
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: CARACAS 2567 OPT 5 BR4 ILO
STUDY 6.06.02
109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
r RNUPL J: /M W.
1
Nameofroorn
NOCK
KITCHEN
FAMILY
LNAINrFOY
2
14Ct�
Length ofm exposed wall
10.0 ft
0.0 ft
38.0 ft
45.0 ft
3
Room drr
11.0 x 12.0 ft
13.0 x 14.0 ft
18.0 x 22.0 ft
28.0 x 22.0 ft
ngs Condit Option
10.8 ft I heaV000l
10.8 ft heaV000l
10.8 It heaVcool
10.8 ft I heaV000l
TYPE OF
CST
FfTi\4
Area
Load (Btih)
Area
Load (Btih)
Area
LOW (BLh)
Area
Load (Bab)
D0'0611RE
NO.
H78 Clg
(W)
Htg C19
(�
H� Cl9
(�
HtA C19
(�
Ht9 C19
5
Gross
a 14B
4.6
2.1
108
-
-
0
-
-
410
-
-
Z70
-
-
Exposed
b 13C
3.2
1.2
0
-
-
0
-
-
0
-
-
216
-
-
walls and
c 12C
2.9
1.9
0
-
-
0
-
-
0
-
-
0
-
-
partitions
d
0.0
0.0
0
-
-
0
-
-
0
-
-
0
"-
-
e
0.0
0.0
0
-
-
0
-
-
0
-
-
0
-
-
f
0.0
0.0
0
-
-
0
-
-
0
-
-
0
-
6
Wtrdans and
a 1C
37.0
"
27
998
-
0
0
-
16
591
-
41
1737
-
glass doors
b 8C
37.0
"
0
0-
0
0-
0
0
-
0
0
-
Heating
c 9C
38.7
"
0
0
-
0
0
-
44
1704
-
0
0
-
d 1C
37.0
"
0
0-
0
0-
0
0
-
0
0
-
e
0.0
"
0
0
-
0
0-
0
0
-
0
0-
f
1 0.0
0
0
""
0
0
""
0
0
-
0
01
""
7
Wudo vs and
North
22.9
0
-
0
0
-
0
0
-
0
9
-
265
glass doors
NMW
45.5
27
-
1685
0
-
0
60
-
Z732
-
1635
Co*V
E/W
54.4
0
-
0
0-
0
0
-
0
0-
0
SE/SW
47.4
0-
0
0-
0
0
-
0
0-
0
South
30.4
0
-
0
0-
0
0
-
0
0-
0
Horz
0.0
0-
0
0-
0
0
-
0
0-
0
8
Other doors
a 11A
18.9
12.7
0
0
0
0
0
0
0
0
0
906
612
b 11A
18.9
12.7
0
0
0
0
0
0
0
0
0
0
0
0
c
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
9
Net
a 148
4.6
2.1
81
373
167
0
0
0
350
1615
722
175
806
360
exposed
b 13C
3.2
1.2
0
0
0
0
0
0
0
0
0
216
680
253
walls and
c 12C
2.9
1.9
0
0
0
0
0
0
0
0
0
0
0
0
partitions
d
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
e
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
f
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
10
CeTngs
a 16G
1.1
1.4
132
139
183
182
192
252
396
418
549
616
650
854
b 16G
1.1
1.4
0
0
0
17
18
24
0
0
0
81
86
112
c
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
d
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
e
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
f
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
11
Floors
a 22A
25.9
0.0
10
259
0
0
0
0
38
985
0
45
1166
0
(Note: room
b 19G
1.1
0.0
0
0
0
0
0
0
0
0
0
0
0
0
perimeter
c
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
is displ.
d
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
for slab
a
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
floors)
f
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
12
Infiltration a
28.5
9.2
V.
769
247
0
0
0
60
1709
549
95
2706
970
13
Subtotal bss=6+8..+11+12
-
2539
""
-
210
-
-
70M
-
-
9739
-
Less extennat heating
-
0
....
-
0
-
-
0
-
-
0
-
Less transfer
-
0
""
-
0
-
-
0
-
-
0
-
Heating redisfibution
-
0
^^
-
0
-
-
0
-
-
0
-
14
Duct loss
1 OOA
100
21
-
10
702
-
1 Ml
874
-
15
Tonal loss = 13+14
-
Z793
""
-
231
-
-
7724
""
-
9613
-
16
Int. gains: People Q 300
0
-
0
0
-
0
4
-
1200
1
-
300
Appl. Q 1200
0
-
0
1
-
1200
0
-
0
0-
0
17
Sublot RSH ga1rr=7+8_+12+16
""
""
?282
""
""
1476
""
""
5752
""
""
5261
Less external cooling
-
-
0
"^
-
0
""
-
0
-
0
Less transfer
-
-
0
""
-
0
-
-
0
-
-
0
Coding redistnbution
-
-
0
""
-
0
-
-
0
-
-
0
18
Duct gain
10
-
228
10
-
148
10
-
575
10'
""
526
19
Tom RSH gain=(17+18)-PLF
1.00
""
2510
1.00
-
1623
1.00
-
63Z7
1.00
-
5787
20
AV required (dm)
""
94
118
""
8
76
-
259
297
""
323
Z72
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrtlgHvr5c> t Right -Suite Residential5.5.17 RSR26014 2006-Feb-17 14:09:23
'�� E,.Tiles\ENGLE2002tCaracas2598\Caracas25670pt5Br411oStudy\Caracas2567Opt5Br4lloStudy.rsr Page 3
RIGHT -I WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: CARACAS 2567 OPT 5 BR41LO
STUDY 6.06.02
109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
MANUAL J: 7th Ed.
1
Name d Mom
BTH3
STUDY
2
Length of exposed Wall
6.0 ft
38.0 ft
3
Room dmersiorl5
13.0 x 6.0 ft
12.0 x 17.0 ft
4
Cerigs Condit Option
9.4 It heat1bool
9.4 ft I heatbool
TYPE OF
CST
HTM
Area
Load (Btrf1)
Area
Load IBtr11)
Area
Area
DFO6URE
NO.
Htg Clg
(fF)
Htg Clg
(@')
Htg Clg
Hg Clg
Htg Clg
5
Gross
a 14B
4.6
2.1
56
""
357
b 13C
3.2
1.2
0
""
""
0
walls and
c 12C
2.9
1.9
0
""
""
0
partitxx>s
d
0.0
0.0
0
""
""
0
e
0.0
0.0
0
""
^"
()
f
0.0
0.0
0
""
^"
01
6
Wtrldvws and
a 1C
37.0
7
259
57
2107
glass doors
b 8C
37.0
0
0
""
0
0
Heahng
c 9C
38.7
0
0
""
0
0
d 1C
37.0
0
0
""
0
0
e
0.0
0
0
""
0
0
f
1 0.0
01
0
"'
0
0
7
V*xlows and
North
22.9
0
-
0
16
""
325
glass doors
NEMW
45.5
7
""
437
0
^"
0
c-fing
EAN
54.4
0
-
0
19
""
1034
-
SE/SW
47.4
0
-
0
17
""
806
-
SOuth
30.4
0
-
0
5
""
154
-
Horz
0.0
0
-
0
01
0
1-
8
Ott"do=
a 11A
18.9
12.7
0
0
0
0
0
0
b 11A
18.9
12.7
0
0
0
0
0
0
c
0.0
0.0
0
0
0
0
0
0
9
Net
a 14B
4.6
2.1
49
228
102
300
1383
618
exposed
b 13C
3.2
1.2
0
0
0
0
0
0
wafts and
c 12C
2.9
1.9
0
0
0
0
0
0
partitions
d
0.0
0.0
0
0
0
0
0
0
e
0.0
0.0
0
0
0
0
0
0
f
0.0
0.0
0
0
01
0
0
0
10
cRffngs
a 16G
1.1
1A
78
82
11M
204
215
2a3
b 16G
1.1
1.4
0
0
0
0
0
0
c
0.0
0.0
0
0
0
0
0
0
d
0.0
0.0
0
0
0
0
0
0
e
0.0
0.0
0
0
0
0
0
0
f
0.0
0.0
0
0
0
0
0
0
11
Floors
a 22A
25.9
0.0
6
1%
0
36
9B5
0
(Note: room
b 19G
1.1
0.0
0
0
0
0
0
0
perimeter
c
0.0
0.0
0
0
0
0
0
0
is displ.
d
0.0
0.0
0
0
0
0
0
0
for slab
a
0.0
0.0
0
0
0
0
0
0
fbors)
f
0.0
0.0
0
0
0
0
0
0
12
Infiltration a
28.5
9.2
7
199
64
57
1624
522
13
subtotalbss=i+8.+11+12
""
924
""
""
6314
Less acternal heating
•...
0
»••
••••
0
»«
««
....
....
Less transfer
""
0
""
""
0
Heating nedisMbution
""
0
""
""
0
14
Duct loss
10
92
""
10y,
631
""
°
15
Total loss = 13+14
""
1016
""
""
6946
16
In1L gains: People @ 300
0
""
0
0
""
0
Appl. @ 1200
0
""
0
1
""
600
17
Stbtot RSH ggrF7+8. +12+16
""
""
711
""
""
4341
Less external cootug
""
""
0
""
""
0
Less transfer
....
• .
0
..
.•••
0
«.
....
...
«.
Coding mdtsMbubcn
•• •
••••
0
-
....
0
««
...
...
18
Duct gain
10
-
71
10
""
434
19
Total RSH gait=(17+18)'PLF
1.00
-
782
1.00
""
4776
20
At required (dm)
341
37
-
233
224
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wr�gF,ttsoR RightSuite Residential 5.5.17 RSR26014 2006-Feb-17 14:09:23
ACC�01 E:\Files\ENGLE2002\Caracas25981Caracas25670pt5Br411oStudy\Carans25670pt5Br411oStudy.rsr Page 4
Duct System Summary
Entire House
t DEL AIR HEATING,AIR CONDITIONING,R
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
For: ENGLE HOMES
Job: CARACAS 2567 OPT 5
BR4 ILO STUDY 6.06.02
Heating
Cooling
External static pressure
0.40 in H2O
0.40 in H2O
Pressure losses
0.00 in H2O
0.00 in H2O
Available static pressure
0.40 in H2O
0.40 in H2O
Supply / return available pressure
0.20 / 0.20 in H2O
0.20 / 0.20 in H2O
Lowest friction rate
1.111 in/100ft
1.111 in/100ft
Actual air flow
1600 cfm
1600 cfm
Total effective length (TEL)
36 ft
Name
Design
(Btuh)
Htg
(cfm)
Clg
(cfm)
Design
FIR
Diam
(in)
Rect
Size (in)
Duct
Mats
Actual
Ln (ft)
Ftg.Egv
Ln (ft)
Trunk
LALIN.
C 1241
46
58
2.857
4
Ox 0
VIFx
14.0
0.0
BDRM3
h 3169
106
75
2.222
6
Ox 0
VIFx
18.0
0.0
BDRM2
h 2257
76
67
1.333
5
Ox 0
VIFx
30.0
0.0
1
BTH2
C 110
3
5
1.429
4
Ox 0
VIFx
28.0
0.0
1
MSTR.BTH
h 2345
79
75
1.379
5
Ox 0
VIFx
29.0
0.0
2
wnc
h 1856
62
29
1.143
5
Ox 0
VIFx
35.0
0.0
2
MSTR.BR-A
h 4134
139
133
1.379
7
Ox 0
VIFx
29.0
0.0
2
MSTR.BR
h 4134
139
133
1.212
7
Ox 0
VIFx
33.0
0.0
2
NOOK
c 2510
94
118
1.212
6
Ox 0
VIFx
33.0
0.0
3
KITCHEN
C 1623
8
76
1.333
5
Ox 0
VIFx
30.0
0.0
3
FAMILY
C 3164
130
149
1.333
7
Ox 0
VIFx
30.0
0.0
3
FAMILY -A
C 3163
130
149
1.111
7
Ox 0
VIFx
36.0
0.0
3
LIV/DINTOY-A
h 4806
161
136
1.333
7
Ox 0
VIFx
30.0
0.0
3
LIV/DINirOY
h 4806
161
136
5.000
7
Ox 0
VIFx
8.0
0.0
BTN3
C 782
34
37
2.500
4
Ox 0
VIFx
16.0
0.0
STUDY
h 6946
233
224
2.222
8
Ox 0
VIFx
18.0
0.0
Trunk
Htg
Clg
Design
Veloc
Diam
Rect Duct
Duct
Name
Type
(cfm)
(cfm)
FIR
(fpm)
(in)
Size (in)
Material
Trunk
1
Peak AVF
497
443
1.143
633
12
0 x 0
VinlFlx
2
Peak AVF
419
370
1.143
533
12
0 x 0
VinlFlx
1
3
Peak AVF
522
627
1 1.111
1 587
14
1 0 x 0
1 VinIFIX
,z� wrighttsoft Right -Suite Residential 5.5.17 RSR26014 2006-Feb-17 14:09:49
,40M E:Tiles\ENGLE2002\Caracas2598\Caracas25670pt5Br4lioStudy\Caraps25670p15Br4lioStudy.rsr Page 1
DUCT TREE DIAGRAM
0 Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: CARACAS 2567 OPT 5
BR4 ILO STUDY 6.06.02
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665
Project• •
For: ENGLE HOMES
HEPIWk Ift
Cocidwag
External MW pBsouee:
0.40 in H2O
0.40 in H2O
Pressure ems:
0.00 in H2O
0.00 in H2O
Available taitrw:
0.40 in H2O
0.40 in H2O
Boputbj)/Rebam available pressure
0.20 / 0.20 in H2O
0.20 / 0.20 in H2O
kftit ftion rate
1.111 in/100ft
1.111 in/100ft
Actual air flow
1600 cfm
1600 cfm
Total Eve iee�d�(TEE4):
36 ft
Attn: lines indicate branches and trunks, numbers indicate AVF's
SUPPLY TRUNKS AND BRANCHES - SCHEMATIC TREE DIAGRAM
BDRM2 --67. 1 442.
BTH2 —5. -
MSTR.BTH —75. 12 370. —
WIC —29.
MSTR.BR-A —132.
MSTR.BR —132.
NOOK
—117.
KITCHEN
—76.
FAMILY
—148.
FAMILY -A
—148.
LIV/DIN/FO
—135.
LAUN.
—58.
< —NO TRUNK
BDRM3
—75.
< —NO TRUNK
LIV/DIN/FO
—135.
< --N0 TRUNK
BTH3
—36.
< —NO TRUNK
STUDY
—224.
< —NO TRUNK
RETURN TRUNKS AND BRANCHES
627. —
wrightsc ft Right -Suite Residential 5.5.17 RSR26014 2006Feb-17 14:09:49
ACCK E:1FilesIENGLE20021Carans2598tCaraps25670pt5Br4lloStudy\Carans25670pt5Br4lloStudy.rsr Page 1
RIGHT-J WINDOW DATA
t
DEL
AIR HEATING,AIR
CONDITIONING,R
Job: CARACAS 2567
OPT 5
BR4 ILO STUDY
6.06.02
109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
W
S
D
W
G
L
S
S
O
N A
S
O
O
W
C
W
S
N
K
I
A
L
O
T
H
V
G N
H
V
V
H
H
N
H
D
Y
R
L
A
W
R
A
H
L G
C
R
R
G
T
A
A
W
L
Z
E
M
D
G
Z L
O
X
Y
T
M
R
R
LAUN.
BDRM3
a
n
se
a
C
n
0
d
1
1 90
1.0
1.0
1.0
5.0
47.4
16.0
2.0
BDRM2
a
n
se
a
C
n
0
d
1
1 90
1.0
1.0
1.0
5.0
47.4
16.0
2.0
BTH2
MSTR.BTH
a
n
se
a
C
n
0
d
1
1 90
1.0
1.0
1.0
4.2
47.4
19.0
2.9
WIC
MSTR.BR
a
n
ne
a
C
n
0
d
1
1 90
1.0
1.0
2.0
5.2
39.4
32.0
0.0
b
n
nw
a
C
n
0
d
1
1 90
1.0
24.0
2.0
8.0
39.4
48.0
0.0
NOOK
a
n
ne
a
c
n
0
n
1
1 90
1.0
9.0
2.0
6.0
62.4
27.0
0.0
KITCHEN
FAMILY
a
n
ne
a
C
n
0
n
1
1 90
1.0
11.0
2.0
8.0
62.4
16.0
0.0
c
n
ne
a
C
n
0
d
1
1 90
1.0
11.0
2.0
8.0
39.4
44.0
0.0
LIV/DINIFOY
a
n
sw
a
C
n
0
n
1
1 90
1.0
5.0
6.0
1.5
76.4
9.0
9.0
a
n
nw
a
c
n
0
d
1
1 90
1.0
1.0
2.0
5.0
39.4
32.0
0.0
a
n
nw
a
c
n
0
n
1
1 90
1.0
1.0
0.5
1.0
62.4
6.0
0.0
wrightsoft RightSulte Residential 5.5.17 RSR26014 2006-Feb-17 14:09:23
/4CC.A E:\Files\ENGLE2002\Caracas2598\Caracas25670pt5Br4liOStudy\Carans25670pt5Br4lloStudy.rsr Page 1
a n
nw
a
c
n
0
n 1
a n
sw
a
c
n
0
d 1
a n
w
a
c
n
0
d 1
a n
s
a
c
n
0
d 1
BTH3
1 90
1.0
1.0
2.0
3.2
62.4
STUDY
1 90
1.0
1.0
1.0
6.0
47.4
1 90
1.0
1.0
1.0
6.0
54.4
1 90
1.0
1.0
1.0
6.0
30.4
vll llll]
19.0 2.0
19.0 0.0
19.0 13.9
wrightsoft Right-Sulte Residential 5.5.17 RSR26014 2006-Feb-17 14:09:23
ACCA E:tFilesIENGLE20021Caracas2598tCaracas25670pt5Br4lioStudy\Caracas25670pt5Br4iloStudy.rsr Page 2
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40
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Product Approval Menu > Product or Application Search > Application List > Application Detail
1
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Application Type
Code Version
Application Status
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��.: -la cor•'T"wtir�
Comments
Archived
Product Manufacturer
erg
Address/Phone/Email
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° IS
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Referenced Standard and Year (of
Standard)
FL4668-RI
Revision
2004
Approved
Masonite International
One North Dale Mabry
Suite 950
Tampa, FL 33609
(615) 441-4258
sschreiber@masonite.com
Steve Schreiber
sschreiber@masonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management
Standard
ASTM E1300
http://flo6 dabuilding.org/pr/pr_app_dti.asps?param=wGEVXQwtDgtAcGSvedS%2bbvQu... 3/28/2006
ASTM E1300
TAS 202 ; .
Equivalence of Product Standards
Certified By
Sections from the. Code Section 2612 HVHZ PI
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option A
09/14/2005
10/16/2005
10/01/200 5
10/19/2005
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Certificate -302644 7 C
---'� 027;r:S timed =:t??2 , eSr:ZQ �Z^�'IC25:`= 7! �2:"..ito 1CS-2•�12W2G 5u 1C:L =: iCZC :25-
nc aoc,:7.l2ararion 3=1 r led 'c� M ;eniteP-e�.dor =,:e—Tor Door �-OL IC:s OIl 7'
-'Ot z:- Ines :hd?C3:2C jeiow to del =II.i.ie "ne apprODr:ate ".sic-i-I load cIlL !1a1r,aC: =iP_S
_ sr :. ems. C;% 1/L?.'"-D"cQ2 I,OL'1r• 'lOr.0
ec
.:{c �acrdiec vas -ev'e,,v for azlvHca^111:y in S�t?poi: of i2 Gatti room- 'L "=
_. ._ - �--
:�i��or^.:e;�-e-nc�or rroduc: Pe: o=ance Da-? Nlanuai for :i3? OrOQLCi line ant :rccic:
ruCc:21s AC:i,.;.=2Q �elOw. l i _! _ J2:7i;.o CeI les tLlat rile -L25t :270r:s or0Vld2d ?=e consi=-
'w:::' Tile _'`'TasC�te C:!— f cat2 of Per:or-mnanCe sheers (,COP' _I -' .-
_
oe=r=:nce data n'=ual spec,_fed 'nereL. The arched _2S0 it:.'?retAdor CGP/ ."est
Niamces (uniquely numbered by product :aodell provides core'atiou
17 rO aeon or each _ -oduc: model reviewed indicarn s the -Lest lab, : 2jor.-
xo,du'r.: si%e and iastai!ation 'nTCrmat'ion and raunzs for desi=. load 3Ild acclicaolllrJ of
t C l= _t ssi!2 _* ;p,ac- test. A _:! 2z.-ollcabie CCP's and :A.Ll"Ices must bea::ue Yv=oc:.
Entergy Entry Doors
�-od=, _\.,Ioc-:s: wood-E'dae Steel Door 11'latrix-3026447C-001j
1leraI-Edge Steel Door (NIarriz 1302641 iC-00�)
Fiberzlass Door (_N'IarrLx
_-Sc 7Iri0 has 7z0 uir2c: ,ciowiedge of :he e:= conduc:ad and hx mace no unamm- ;o ve^ the
ac--ur= or Correc=ess o :he aC:ra -uxn zz=. :Ile 121.1EW COrLCUC'_`C wCS On IV 0 aer_77nir a ,ha- .he
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:7lcwua; ur Maim in P'^ _re correc: r=resarm Ons of :Ae Tara :,uDOiied JrOm
71E laDOraipr'e„ i= $Errl;Lp rT.�ew x:c; ;or ;� uc.urai per 'Orman= recux onry and u:.: aor c=Luae
r ?Vi8 v Jf air ir1 uv'arion or ware.' 7ene.T=1.on r = re,Tu1:4. .
JiiL-urZeson _ -oleo: i'�iar�a_P:
APR-16-2003 WED 03:49 PM TRIM PAK
FAX NO, +
APr.l6.
1> oa7
C$J
To:
PREMDOR DICKSON 615 446 7229
P. 02/ 12
N'0.7918 P. i/i 1
Masonite International Corporation
TECHNIC,A►L ADVISORY
PD White Date: April 16, 2003
Citp•of Oviedo, noridsi (407/97 7-6027; 407197740:5 fax)
From: Kenneth R Imhoff CC: D. sand (407/957-L1a4 fax)
5r. Pmttjcct Manager — P.xurior Door Product. R. Barry (913/992.0914 fur)
kimbotP@masanite.com
615/441-4253 OMM
1131335-4171 umbile
615/446.7J29 fax
Subject: Air & Water Performance Results on Exterior Door Ut►lts Suba>dtted for
Pen�niitting by Engle Homes.
Reference: Product Approval Sheet's COP-R'L-MA0101-02; COP-WLr•MA0121-02
Indepantly Validated under the Warnock Hersey (WH) Mark.
It is our belief that the exterior door units defined under the aforementioned certificate of
performance (COP) sheets comply with the requirements of the 2001 Florida Building
Code (FBC), Chapter 17 (Structural Tests & Inspections). This unit was been tested in
:accordance with Miami -Dade Building Code Compliance Office (BCCO) protocol
PA202 pelrformance guidolines. PA202 procedures include water penetration in
..._accordance with ASTM E331 -.Standard Test Method for Water Penetration of Exterior
Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Dtfference
air infiltration in accordance Kith AS'IM E283 - Standard Test Method for
Deternuning the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and
Doors Under Spec f ed Pressure Differences Across the Specimen.
Masonite certified test report noted on page 2 of the COP sheet (NCTL-210-1973-1,2,3 /
copy enclosed) confirms that this unit achieved no water penetration at 8.25 pounds per
square foot (psf) for door units designed to swing out. Door units designed to swing in
achieved no water penetr-ation at 2.86 psf.
The test report also confirms that this unit achieved an air infiltration rate of 0.03 cubic
feet per minute per square foot of crack (cfm/R2) for door unit` designed to swing out.
Door units designed to swing in achieved an air infiltration rate of 0.18 of n/ftl.
Thank you in advance for your further review of this information & let me know if you
require additional information to resolve this subject.
Respec ly Submirted,
K R...I mho ff
Fiasonite/Pretrrdor ta'larior Door Products • One Promdor Drive • Dit:kton, Taeneaoet 37055
ArTek, Caeticgotc. Celco, Colorado, Dccot, DorFab, Entergy, Rvergreeu, Johnson, Monterey,
Oekoreft, Prcmti'U, Rocb=an Univerei<l, itoyal MahoFany Products, span -Rise, spocialty/Bnylite,
steelwood
APR-16-2003 WED
03:50 PM TRIM PAK
FAX NO, 4 P. 03/12
APr•i^,• 200S
S.34PM, PR.MDOR DICKSON Olo 440
7229 No•1918 P %/11
Prcmdor Entry Systems -3-
NC L-230-1973-1,2,3 (S)(i )
STRUCTURAL TEST RESULT'S
P CIMEN NO, 1S (outswine)
PARAGRAPH NO.
TITLE OF =
MEASURED ALi�WED
5 2,7
Air Infiltration
1 S7 psf (25 mph)
0.02 CFM/FT2 0.2.0 CFM/FTZ
5.2.3
Uniform Static Air Procedure
Design Loads (30 second durations)
76.0 psf exterior
Meets as stated
76.0 psf interior
Meets as stated
52.6
Water Resistance (5.0 GPH/FT�)
WTP - 8.25 psf
No Entry No Entry
5.2.3
Uniform Static Air Procedure
Tull Loads
114.0 psf exterior
0.041" 0.144"
114,0 psf interior
0,124- 0.144"
STiRUMMAL TEST RERUTS SESCTMEN
NO, 2$ (Outswinr)
PARACRAPIK NO,
TITLE OF TEST
MMEMURED ALLOWED
5 2.7
Air Inflhration
1.57 psf (25 mpb)
0.03 CFM/F7a 020 CFM/FTs
5.2.3
Uniform Stark Air Procedure
Design Loads (30 second durations)
76.0 psf exterior
Meets as stated
76.'0 psf interior
Meets as stated
5.2.6
Water Resistance (5.0 GPKTT)
A TP - B.25 psf
No Entry No Entry
5.2.3
Uniform Static Air Procedure
Full Loads
114.0 psf exterior
0.0511, 0.144"
114.0 psf interior
0.147" 0,144"
STRUCTURAL TEST RESUIM
SPECIMEN NO 3S f 5win4)
PAM9.& PH NO,.,,,
TITLE OF 3:EST
KXA.SUA E P ALLOWED
5.2.7
Air infiltration
1.57 psf (25 mph)
OAS CFM/FT' 0.20 CFM/F r'
5.2.3
Uniform Static Air Procedure
Design Loads (30 second durations)
76.0 psf exterlor
Meets as stated
76.0 psf interior
Meets as stated
5.2.6
Water Resistanco (5.0 GPH/FV)
WTP = 2.86 psf
No Entry No Entry
5.2.3
Uniform Static Air Procedure
Full Loads
114.0 psf exterior
0.143" 0.144-
114.0 psf interior
0.039" 0.144"
nuu-eo-%uue- tnu uo-oo rn min rt•in rHtt NU. 4UIbDfDZJ4 r. UL/Ud
0 j -n Pro>e."lonai cnplriezrint; S--rviaes for Developers and Builders of Residential -Housing
O P.O. Box SSU Tl4wvilie, Fi.._ 327Z3 ' Phone (407) 289-VWG ' Fax �'40T) 2RZ-5"8
XD-*rTr'F. 0 PR.01)Tl T A(`CFpTANrr :!i 2pc).100
�.tti1 s[:f Corporation
516 D,t Santa Ana Strut
11,0. Rux 4250
.tnahe-: t, Cali(omia 9280^4250
Di SC Rl?-!•10'IN OF TT , T
Model Ucti nw,,ior- KNN-Ikset Series and Titan Series (Cslind ical Lo:ks)
1ltatimum over all Six, 2-1,'8" ?+fiLb BOme with a .1" Cross Scr:-(2-5/8" or 2-3/4' Baclset )
Gtrttral descri(rtion: L�.Iindric:a bomd taps loci:
0
i c,led cr,; ! mcrinn Test Libs d South Florid.,. 'Pest RePori nATL 0212.0;-96. 02) 2.04-46 signed and sealt d l�• William R.
Tt'S"f c-9r1-'F()r,N5rD
Test Load
Design Load
T�,rcrriii�ntn (�.S'I'Ivi r-B 12t PA-203)
passed
passed
Uw-ga'liwsjle Intnay. pz:r PA -201
passed
pauetj
t (l nlpacled as irsmiing unit)
g 1:�1>>;uti�adtttg'I�tt 671''to:al c zies
•I;tzilcset Series pasiii��e
65.0 paf
6S.0'Psf
r :ti;!ut: aadiag T^st_ 6-7 1 wua cycle;
'
- l:wi):sei'Scries negative
R6.0 psf
86.0 psf
r «t£uc Ln3Liin- Tcst 671 total c-; cI:-s
Titan Series positive
86.0 psf
8£.0 Fir
F3U� -- Ltadliin Tesn 671 total cyc:Jis
Tit-;m �e]'iCS neez—ive
86.0 nd
$6.0 usf
D�-SI)'It Pfe--3u t ding: Y,tiNil—Sct Series - Passiige
Positive 65.0 yrf
(0trTSVtir7NG) rnln (requires•F,:st:3f e b6h)
Negative 65.0 psf
Deacfbolt
Dzsig,.t Fr�:suze ka6rig: Yoo s� :+cries - F-assage
Positive 65.0 osf
UNSWING) �.ntr}• (requimspasrapcbolt)
Negalivc 56.0 psf
Dcadbolt
1.):-ctgn I'� csrure P.atittg: an Series - Passage
Positive 86 G -csf
(OuTSV>>ING/ =•ntry (t�turas pas.3gc bolt)•
Negatiw_ RG.D FS`
I�\iSWING) Da3dbolt
�;iuudlblkw
FEN"..
Q'.
A.1ti'Ti ANCf1UT:I(tiG: See reverse side this page _ '•
I1S7r = = 14C.40116
1. A , rc,:'cd fCr use ir, )ocatio.- 3dh.cring Apr rc ` I'f' to the S.B,C.C.I., S.r.c7• .C., S.r.B.C. Brotit•ard EditiorL and «•hc•c tl,� v
rerun-wamts as ci:u-rmined by ASCF, 7 Minimum Desi-a Lnsdc for Buildings And Other Struclures does not
Pr:ssum rmin s listed above.
2. The G'ratite Rating of a lxl: is not pertinent io structural perionnanec as relates to Hurricane / Wind Cndc Compii R "`
3, Wy b:: ubiNi on doors tcstrdto design pmssturs egvrl to or lesx than thorn phou-n above.
4, Ai�pkation for building Nntti,t Shall l� a:rompanied b- a core of •; is spX -aL
' ..
muu-LO-Guuc lnu u0-00 rn inin rr1A rMA NU. 4U10010LJ4 r. UZ5/Uj
INSTALLATION OP LOCH SETS PER TESTING
Acceptance #309400
I H,AR � KWIKSET SERIE.'
J PRWOED
NOTE TO BUILDING INSPECTOR
THESE KWIKSET AND TITAN SCHEMATICS
ARE FOR FIELD INSPECTION PURPOSES
AND REFLECT TcSfED CONFIGURATIONS.
DETAILED -INSTALLATION INSTRUCTIONS
ARE PACKAGED WITH THE LOCK UNIT
KEYED
WOOD SCREW
STR,xr J
PLATE
��x 00
"=
OEAD BOLT ./
2 3/9' or 2 3/4'
BACKSEr
INDIVIDUALLY,,
�Avc
WOOD SCREWLATCH BOLT
2 3/3' or 3/4'
STRIKE J BACKSET
PLATE •a
� HANDLE
SET
•TI7_AN' S�' R ES•
,w
t voDwnRE T}IUMB TURN
✓ � AWIDED
2 t /�
runCNINE
rE•rED -.i r r.r•
l
i s
—1
..-�
Scotm
WOOD SCR�-'11' -
DEAD BOLT
31v- or 2
BACK!:ET
n:ArF.
! c.ils
�r
�cuD
SCACw
WOOD sV':Ew
";
TCll-rtwl
13/�. orr' 2 3/ 4' 4.
'
N_
T
BACKS--7
Sri21L.E ��
Fl LAI
♦� � r411� i ^`, .
MECHANISM TO BE
HANDLE SET. L-"VER
or KNOB.
THUMB TURN
9-1.1
WECHANISW TO BE
HANDLE SET. LrNER
or KNOB.
NOTE TO BUILDING INSPEC r C
MECHANISMS WITHIN THE CLOt
ARE OPTIONAL TO THE PPIMAF
MECHANISMS SHOWN.
FOR EXAMPLE:
A THUMB TURN DEAD, LOCK
CAN SE SUBSTITUTED WITH
A KEYED MECHANISM WITHOL
INVALIDATING THE SYSTEM.
XX
Glazed Outswing Unit ^ \�
8'0" FIBERGLASS DOORS
APPROVED ARRANGEMENT:
O
O
W-m ck l im-yr
Tag Data Review Cent late 03028447k 130264478:
/3026447C and COMM Recon Validation Matrix
I302g447A-001:002. 003: /30264476-001. 002, 003;
n026447C-001. 002, 003 pmvtoa additional
inlarmadon - available Imm the rTS/WH webslta
fwww.edsamltotom), the Masonite weasite
v+wwlnatonit6cam) at the Masonite technical center.
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0' x 87.
Double Door
Maximum unit site . 6'o- x va,
Design Pressure
+47.0/-47.0 -
Lbnited water unless special thresnold design Is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and Impact resistant requirements lot a specific building dealgn and geograoNe location is detertNned by ASCF 7-national,
state or local building codes specity the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and
MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02.
APPROVED DOOR STYLES:
1/4 GLASS:
1/2 GLASS:
am Santa
00
404 $eries tag Sodas
0
O akgraft AR 4 EK'-
w •• L.J L�r.d..h b..
IIBBROLASS eNTRY,0000.R Marv... p.•.p. Fw.r 0.... ft'e/GoDe. 4e/ •
AM it. abpr .. o..or. o....
ow mv.wwim program at crodua ieem..mW m..u.waaatom de•gn aM proWd Masonite International Corporation
d.Md wei.a to wng. w fta mute.
Glazed Outswing Unit
S'O" FIBERGLASS DOORS
APPROVED DOOR STYLES:
FULL GLASS:
810 Series 852 Series 300 Series
CERTIFIED TEST REPORTS: ,
CTLA-805W
Certifying Engineer and License Number: Ramesh Patel, REJ20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles -constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001.Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
/ &ZX�5
State of Florida, Professional Engineer
Kurt Balthazar, P.E. — License Number 56533
vtt.,.oee a+.•rY
rI
Test OW Reel M CUMIC21e 03028N7A:
IM264478: /3028147C and COP(rest
Rewn V&iWatkm Matrix I3026447A-
001. 002. 003: I30284478-M 1. 002.
003: 402844M(WI. 002. 003
Provides al banal warmadon -
ava0able from the ITSMN wwslls
(www.etlsmnko.w ). the Masande
weesite (www.mamitiamm) Br Via
MaS01*3 ttxMial centec
0 a.tt cif t
weaJ • •J
aUOORS
AR-1 EK-
aaa'--'}}}rrr�'t't�'��1��' aaal•,laall lr•.
PIBSROIAii ENTRY
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Masonite tnternatlonal Cor oration
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XX
Unit ^�
TYPICAL HINGE ATTACHMENT
d' x d• BUTT HINGE
r (12 GAUGE) r
SIDEn(%b'
OR PANEL2-15116'
:'ETStE0.
W Ir"L mm
RFOUW
Ty
SII
'DIII I
OUTSWING UNITS WITH
DOUBLE DOOR
TYPICAL ASTRAGAL PROFILES
2.516'
2.3/4' °T
ol.wic�tm 0 F�fFA 1-3/4•
fTEB o 1.3/4• SiE0.
VMIWY—
YYIMIWY rY111RIpWY/Y — IIIil
FIZZRED T
REQUIRED
V I 1 I f 1• 1 _ 1• _�
ALUMINUM EXTRUDED ASTRAGAL (0.06• MINIMUM WALL THICKNESS) WITH ADDED REINFORCEMENT INSERTS AT
TOP EXTENSION BOLT. BOTTOM EXTENSION BOLT AND CYLINOERICAUDEAOBOLT LATCHING LOCATIONS.
ATTACH WITH /B X 1' PAN HEAD SCREWS —LOCATE 1• FROM EACH ENO MINIMUM AND 2T O.C. MAXIMUM.
( /10 x3/d..--•---•...---••..............•....--••--. :.................... -
T HEAD
• W000 SCREWS
FLAT HEAD WOOD SCREWS OR
(3) T LONG X 1/2- CROWN WIRE STAPLES
TYPICAL HEADER &
SIDE JAMB ATTACHMENT
FINGER -JOINTED KILN DRY WOOD
FRAME HEADER (1-1/4X 4-S M6-
WITH 1IT STOP HEIGHT MINIMUM)
I
ITT.
(3) T LONG X
1? CROWN
VIBE STAPLES
FINGER -JOINTED
KILN DRY WOOD
SIDE JAMB
(1.1/4' X 4-9/16'
WITH 1?STOP
HEIGHT MINIMUM)
Test Dm Review Cartitiate
/3026447A:130264478:
13026447C and COP/rea Report
Validation Mara I3025447A•001•
002• tlm: /3MS4476.001, 00Z
00d: /3026u7C-001, 00Z OM
Provides additlornl imormadon -
avadaDle tram me ITSNH websdo
(www.edsemko.cam). the Masomte
weesite (ww.masordtexam) or
me Muenita lowniol centar,
June 17.2aa2 P'+'�'M�?�✓r"�"' T'/l�C�%:Yff'/(/GG/C/•
.� a.-,, o....
ar-ol
o ftw=auw ngx,n ra m.ancu� Masonite International Corporation
fueleCt to enana .alum imree.
BACK BEDDING
(DOW 995 OR EQUAL)
2
' t l l r I
GLASS INSERT IN DOOR �.
OR SIDELITE .PANEL
HIGH PERFORMANCE RIGID PLASTIC
OR CELLULAR VINYL UP LITE SURROUND
FOR 1/8' SINGLE PANE GLASS
IR'. 3/4.OR 1' INSULATED GLASS.
06 X I-1/T PAN HEAD SCREWS
LOCATED 13.1/8' MAXIMUM
FROM CORNERS AND
14-3/4' O.C. MAXIMUM
i
SECTION A -A
TYPICAL RIGID PLASTIC LIP LITE SURROUND
oil F•
DOOR
1/8' SINGLE 118' SINGLE
PANE GLASS; pOV 4�QOUO OUQ, PANE GLASS:
1R2*. 3/4' OR 1' 00�0 40040a P 1R', 3/4' OR 1'
— DOUBLE PANE; 2•Irr d0ODOUBLE PANE;
3/4' OR 1' 0 0 Q 3/4' OR 1'
TRIPLE PANE Q ap a- TRIPLE PANE
INSULATED 0 0„ INSULATED
GLASS GLASS '
tnrr
1/8' SINGLE
PANE GLASS;
1/•l.3/4.OR 1'
DOUBLE PANE:
- 3/4' OR 1'
TRIPLE PANE
INSULATED
GLASS
2
OoOR 1-7n6'
SINGLE
PANE
GLASS:
1Q'.314' OR 1'
f— DOUBLE PANE:
T TRIP OR 1'
t TRIPLE PANE
INSULATED
GLASS
'Glass inserts to be sub -listed by Intertek Testing ServicaVETL Semko or approved validation service.
�` 9 Test Dan Review Cartlf1we 13026"?A: no284478: /3026447C and COPRTest Report Validation
IWAMIW Mama /302W47A.WI. 002. 003: /30264478-WI.002.003; 0302W47C-001. 002, o03 arovides
additional intorma on • availa0la tram me ITSAW weesite (www.edumko.cOm), tna Muamte
*=--Eo ..site (www.masaeita.cam) or the Masonite technical center.
4.et.a.dr rn...
Pam(✓Gr/:. .•!��' Cit li!tii/ a lima 17, 2002 .� o...., o«..
aw mm.u+�a a'°anm°t oradw unman Mnum samnira^a Masonite International Corporation
dame ree m o deo4 w wo to ounce .enwq nooca
r
Unit
6' 3'
NP. TYR CL
TYP.
�:��. � •MID=WL NIA0002-02.�� •..
DOUBLE .••—
6'
NP.
s,a" UNIT 811" UNIT
13-15/16' 17-1/8'
MAXIMUM
ON CENTER TYR
_L
1,
CountMinimum Fastener
• 6 per vertical framing member
• 8 per horizontal framing member
Hinge and strike plates require two
2-112" long screws per location.
' t 1 Opening 1 1
• Width of door unit plus 1/2"
• Height of door unit plus 1/4"
r T T r T T T
w•^'O''k Test Data Review Certiliato *3026447A: r=64479: /3026447C 2M COP(test Report validation
�ff♦ Matnx 13026447A-0Ot, 003; /30264479-001, 002. 003: 03026"7C-em. 002. 003 provides
additional information - availanis tram the ITSAVH weasite (www.ettsemkosam), the Masonite
�m weasite Nmw.lMatenile.00m) or Me Muonile t=nial wrta
Latching Hardware:
• Compliance requires that GRADE 3 or better (ANSI/BHMA A1562) cylindrical and deadlock hardware be installed.
• UNITS COVERED BY COP DOCUMENT 3147, 3167, 3242% 3247, 3262• or 3257
Compliance requires that 8" GRADE 1 (ANSI/SHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top
and (1) at bottom.
'Based an required Design Pressure — see COP sheet for details.
Notes:
1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners
analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons.
2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of
1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come tram the ITW and ELCO Dade Country
approvals respectively, each with minimum 1-1/4" embedment
3. Wood bucks by others, must be anchored property to transfer loads to the structure.
.. 0
PRFMw��✓/ �o.. •
June 17, MM
owCw..gmoa=aOr"al:ua a.,m,mmain to.mcrmi
Val nMasonite International Corporation
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Product Specifications
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Test'cl fa 0 r ExcelIctrica-'
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in=!:�� orc hcc . Ccrmn= in vily lc;iad ta mecacr.
cpp.I:==Im L:=r.c __ rT- c-un-
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fApplicar6le.5ton2arlds Ccdr-!; = 7 . .1
7.
7NI D, .AS D 223
3' 1
2 ,AD" 7-'dD_ S. Tv=
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-Service Areas.
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PANVEST GROUP
LE} CHU ENTERPRISE CO., LTD.
I�. i' ItGHUNG FtRaNr�r * 1, i IF L 10 4 9 at
No. 9, Rd.10, Industrial Paris, Taichung Mty, Ta w..-m
Tol:885-d-359.3508 Fat:889-4-3-r&UA7
E4nwW telhicud n t.
February. 3, 1999
SU13J7ECT: 1" to 3"a .120" Smooth or Ring Shank Electre-Galvanized Nail
Wirc Diatncter:.320 -q- .001"
Length:.975" min., 3.016" max
Head Diameter:.275" min., .375" max.
Thread Diameter: (ring shank) .132" min., .135" max
Ring/Inch: (ring shank) 25 min. to 29 max.
Galvanization: Electro Gafv. w/ 6-8 microns chromate
The above mentioned nails made for Interchange Brand meet ASTM641-92 and are
Class 1 921vanized-
r.eb/34
File n4`55B • Page .'^1--I'of i -ssun'.1' : 6/1=_/200i
7-EST RECORD NO. 1
WIND RF.SISTANC3' a"P_ST :
METSOD
The tests were conducted at 1 in. in six incline in accordance with the
equipment and procedures as described in Protocol PA 107.
Throughout the test, observations were made to note the condition of
the Shingles.
The test panels were constructed of nominal 3./4 in. thick plywood
decking material and measured 5o in. wide by 66 in. long. Nominal 2 by ; in.
dimensional lumber provided the support and rigidity required for handling.
The plywood was secured to the support lumber with 8d nails.
one layer of Underwriters Laboratories Classified Type 30 asphalt
saturated felt (ASTM D226, Type II) underlayment was applied to the deck,
utilizing a 2 in. overlap and cap nails spaced 12 in. OC.
The shingles were applied by using four standard 1-1/2 in. galvanised
roofing nails per shingle by Underwriters Laboratories, personnel parallel to
the short dimension of the test panels while at .room temperatti-e (80 l' 15°F)
and in a recommended by the manufacturer. The panels were maintained
at an incline of one vertical- inch for each six horizontal inches during
application of the shingles. No adhe3ive other than the factory -applied
adhesive was used to fasten down the tabs and no pressure was applied to the
shingle taba either during or after application.
The panels were placed into a conditioning cell while maintaining the
one in six iaeliae at a temperature within the range of 135°F to 140°F for a
continuous period of 16 h. Ater conditioning the panels were allowed to
cool to room temperature again while maintaining a one'in six incline.
Two tests were conducted, unless the first test yielded unsuccessful
results.
RrSMTS
At no time during the 2 h period of exposure did any test panel
experience 1) the adhesive of the self-sealing shingle fail to rest-ain any
full shingle from lifting nor 2) any free portion of a shingle lift so as to
stand upright or bend back on itself.
Report by:
Martin R Rowan
Sr. Project Engineer
Reviewed by:
Douglas C Miller
Engineering Group Leader
MR/DM : 1 i.b
DMS
15PAMMKOO M0215 UL PRODUCT DATA
Asphalt Saturated Organic Felt iu-
TAMKO" NO. 15 UL felt features a premium
quality TAMKO organic felt (non -perforated) that is
saturated with asphalt.
Accepted for use as an undedayment felt tD be applied
over the deck prior to the installation of TAMKO asphalt
shingles.
Underwriters Laboratories Built -Up
Type 15 Labial
ASTM D 226, Type I
v.
Roll Dirnensions
Coverage per roll
Laying Lines
'AU values stated as noff*iW
144' X 36*
4 Squares
2', 17-
.1
CAUTION:
The National lnsdtiAe for Occupational Safety and Health (NIOSH) has
concluded that
fumes of heated asphalt are a potential oocupational carcinogen.
Do riot heat or bum this product
TAMKO
Vi
Visit our Web Site at www-tamko.com
Centmi District 220 West 4th SL. Jopik% MO 64101 800-641-4691
ROOFING PROBVICTS
Norew-ast District 45M Tamko Dr., FraderiaK MD 21701 800,368-2D55
11AAMM012 a Q* --a budor st d
TAMMO wx&q
Southeast District 2300 35th SL, Tusncaloo=, AL 35401 800-228--2656
Souft west District 7910 S. Cartral Exp., Dallas, TX 75216 BDO-443-1834
PrmkcM kw_
Westem District 5300 East 43rd Ave.. Denver, co 80216 8DD-530-8868
WATER-RESISTANT UNDERLAYMENTS
Wale= resistant underiayment is a product that consists of organic felt
impregnated with asphalt ssmr L Some undedalments,
such as ixrtainTeed's Roofer Selecn, also contain a fiber glass rein-
forcement which increases tear sarrngrh and reduces wrinkling.
Water-rc!qistant-underiayment.was orionally invented to keep the
roof decldng dry until shingles could be applied AppiyiDg this under-
layment was originally called "drying -in the roof:" It was also useful
IS a separation sbeet between the roof sheathing boards (before OSB.
and piwrood sbeets. were used as roof decking) and the asphalt shin-
gles This Was m- iportant.becattse iesin poi-amts.in the' -pine planim
caused the asphalt to.degzade piemaurrely unless the underiayment
separated the resin and asphalt from eaelt `othci
. Waim-resistant underizymenris trade to .shed most of the ~rater
thar falls on ii unless it is torn or puncmred Its ability to be water-
resistant is-tcmporary. As the sun degrades. the exposed asphah the
matcri:11 begin to 'diy, absorb more•moistur lose its s=gth and
taalfy: begin to test The less asphalt used to hmrate the ander-
,, 1ay{meitt sheer dating tttaaufarsnring, the shorter its.life- Since asphalt
'>is thcmostisive componen�ofsin'gle undesiaptnet� IoweT '
"':Priced rr;u"bl will•bzm less asphalt and a shorter life when exposed
to.the sM'Lower pnCed shingle underiayment, for the same reason, is
Palo severe wrinkling when irgem wet or even just damn.
Dndetiinnetit is"used under asphalt shingles for.a tiariery of
reasons, such as:pmvidin&
..Bicl+up f6r_vaier-shedding protection of. the deck if shingles fail
:f vm.Win drives .The.lcrwcr the slope, the more important
undedaymept s,.since.waler.ilows more easily und= shingles on
loa slopes
• A protective hairier to the cparents between the time.the old
shingles have -been torn.Off and.prior to the new. shingle being
applied Eoweser,.the undez•Iayment sbould not be relied on as a
temporary roof.systena .esperi;tllT when the drip edge lia_shing is
not yet in plaro It is unlikch' to prevent leaking In The event of.....
beavy wind and rain
+ An agent to hide minor imperfections of the dueling material and
reduce "picture framing- of deck panels.
+ Fire ratings (Class A or Q when.used in conjunction with shindes.
S
INS TALL ATION GUIDELINES FOR
WATER-RESISTANT UNDERLAYMENTS
The folloring is a general guide for the ins allarioo of neater -resistant
sitinJe anderlayment. These guidelines = be used regardlr=s of the
We:eht of the underia}tnent. However, alvrays be sure to consider the
local codes
OVERNIGHT EXPOSURE
If underiayment has been --posed overnight, moisurre from dew
should be allowed to completely drT before shingling over If this
does not happen, the moisture will become trapped beneath the
shingles. Wrinkling tan mle;mph through -the shingle and make a
good shingle job look terrible: The worse -part is that the job can .
look good when you leave in :he evening but the wrinkles cnn
rnopar the nett morning wben the homeowner will notice them.
while we've disctirsed undedaymemt being exposed overnight, it is
highly reco'mmeadzd that the roofing contractor only tear off what be
can shingle ove- that same day. This presents the most common
undmlayment installation problems.
FASTENER .TYPE:.
CzrtainTeed recommends using nails -rather than staples. Flails provide
more resistance against undedayment tear out: It is very important,
'whether hand nailiog or using a pneumatic gun, that the fasteners be
driven flush.
INSTALLATION METHOD:
Wben zpplying undcriayment the key is to keep fhe productas •
wrinkle free as possible.
1. Unroll the underiayment parallel with the elves. The eaves edge of
the underlayment should go OVER the drip edge ewes flashing,
but go MER the drip edge Oashing.along.tiae rake.
figure S-I: AAppiysng Water•Resulant fiaaerfa merit
Along roe Eaves And Rabe
he :vpe of decking rnate-ia1 used n• y 'n f7uence :be boL:'ing pourer of ibe fastene-s. lour c . c a :ce mar
,were Are indicate rbat more fasteners are r-ecassary ir somse situation.
50912t? T: 'S... For sreeD root Ditcbes move %:'2 ccrsider aiding c :bi-d row or rastcne-s, m-=ng eack row 9- aDan
instead of 12 " apart.
Denis Torback from Fulton, KS sell us 'I aiways u°L sesti Too na.Ls or felt, it resisu tearing under foot
and bas bell uD during an une-Pec:ed srorr. wi.b bigb winds. "
2. Around the perimeter of the underiayment, place the nails
anoroximaidy 6 inches apart and about 1 inch in from the edge.
In the main area of the underL-N-ment, two rows of nails are used.
The first is placed 12' up from the bottom edae and the second
is 24' from that same edge (or in fact 12' from the upper edge).
This aiceh• separates the ;6" aide undmiarment sbem into thirds.
Nail alonr, these two roars 12-15' apart- Nail placement should be
aiternawd so that one row places the nail opposite the open area
of the fist, creating a son of r;g-,.zg pattern. This will result in
a simple pane:n with all nails being approxdmately 12-15' apart
(See ribs above.)
WARNING
When installing unde:'mmmt wbere hot cent stacks protrude
(from wood 'burning stoves etc), it is important to allow a minimum
2' clearance_ Check fire codes.
HIGH WIND / OVEMNIGHT RECOhiMEND.MONS:
If planning to leave Rater -resistant uoderlavment exposed overnight,
or for a longer period of time, or if high winds are expected, any of
the following suggestions or a combination of them can be used for
additioo:d protection:
• Use can nails or tin cars.
• Decrease the nailing spacing recommended above, using
additional fasteners.
+ Nail '_'zu stringers across lap areas.
DEALING WITH
WRINKLES AND BUCKLESJ.
;
Organic felts expand when wet. They can wriaide after being applied
nu to a wet deck or if moise is absorbed from dew, rain, or snow
If shingles are applied over an uneven anderlayment surface, some
of the wrinkles may "telegraph" (show) through on the finished root
Of comse, wrinkles and buckles can also result from incorrect
I `ram
installation.
If these problems appear, several approaches are available to
eliminate them. First, the underiayment can be replaced. Second,
Figure j-2• Standard Nailing Pattern For Water Resistant Undar& ment
the wrinkles can be cut and repaired with patches and asphalt plastic
3. Succeeding courses should be unrolled in a sfmil-i manner over.
cement. Third, wet and wrinkled underiayment can be allowed to dry
out naturally from em-posure to the sum. As the underlavment dries,
lapping the previous course by-2'.-Be-careful-to-wll-it-out-straieht--the-wrinides-vftm—puli-dawtr—md-ds
as the underlayment will tend to slide down the pitcb of the roof
and end up crooked. The spacing of nails in this overlap area
The best solution for wrinkled underlayment is prevention.
should be approximately 6' apan, centered in the 2' area_
Applying high quality, well -saturated felt, such as Roofers' Select"
will Ptiminate many wrinkling type problems. Ask your supplier for
(See tips below.)
the highest quality he ern obtain Do not assume the underlayment he
4- If the length of the roll is not sufficient to complete the entire run,
stocks is the best available.- Be willing to pap more for a superior
an end lap of 6" is required. We recommend two rows of nails
product The cost of high quality underlayment adds very little to the
6" apan to hold the lapped edges in place. End laps should be
cost of a job and can often be oilset by the savings from reduced
locoed 6-8' from anv other end lap that may be in the preceding
rework and repair.'Installers who insist on the lowest prices for
underlayment course.
uridedayment are the cause of the low quality underiayment generally
found in supplier warehouses.
Rol! out oniv 10' of unaeriayment at one time, stretch it, check alignment and nail into place before moving on.
Here Are
Some contractors prefer to do the deck in stages applying 1-3 courses of underiowwnt then immediateit• aDplving
SOme Tt�JS.. • the sbingles to that area. Using this method they can sometimes reduce the number of fasteners used but they
must work carefugy to be sure the underlavment remains flat.
Michael Saunae:z from Bath, A'i'suggesrs, "lrben doing a tear -off the drip edge can be reused to bold the edges of
your newiv installed felt overnigbi. "
0:, e3. 'bb�
e5/ 12/2002
(;�3; 45 32134v1001
1-4:49 1407E948412
COLL:S ROOFTNS 1NC
K^.YCAN ORLANDO
YjCA
TABLE tF07-!.S1
MINIMUM
1
WMaRr
THIC)CURE55 (in.)
GAGE (Ib)
1
0.02d
rdi
�g
) I
0.0174 26 (ine
1C=t.=d G?0)
0.0=7
V2
ip
1507?.93 Drip edge. Drip edge shall be providsd at
'arms and gabis of shingie roofs, and ovc:)aDpnd a
minimum of 2 inchcs (51 trim). F-ave drip eGgcs shall
extend 1/4 inch (6.4 mm) below sheathing and extend
back on the roof a minimum of = inchcs (5) nm). Drip
_dge shzll be me:hanically fastened a mazinnum of 1=
In_hcs C305 rival on _ ^f_;.
PAGr 02
Pa)G= 04
WEAYhERMASTER
BuiWiNO Pueducrs. INc.
Office 407-324-2080
fax 407-324-0503
df
LABEL
DRAWING # OR TYPE
USED WITH
PRODUCT #
1
Legend of corrtents
2
GA 1
Installation 1450
Flange SH
1450/1550
3
GA 2
Installation 1450
Flange PW
1450
4
GA 3
Installaiton 1100
Fin SH
1100/1900/1970
5 1
GA 3/A
Cont. Head And Sill
Fin Mull 1900/1100/1970
1900/1100/1970
6 IGA
4 1
Installation 1100
Fin PW
1100
7
GA 5
Installation 1450 PW
Flange Designer PW
1450/1550/1570
8
GAS
Installation 1100 PW
Fin Designer PW
1100/1900/1970
9
GA 7
Installation 1480
Flange HR
1480/1580/1590
10
GA 7/A
Installation 1580/1590
Flange 3 Lite Slider
1580/1590
11
GAS
Installation 1180
Fin HR
1180/1980/1990
12
1 GA 8/A
lInstallation 1980
Fin 3 Lite Slider
1980/1990
13
GA 9
GEN 0024 Block Inst.
SLIDING GLASS DOOR
420/430/440
14
GA 10
GEN 0028 Wood Inst.
SLIDING GLASS DOOR
420/430/440
15
GA 10/A
GEN 0027 2x in Block
SLIDING GLASS DOOR
420/430/440
16
GA 11
GEN 0450
Fin Vert. Mull Clip
1448
17
GA 12
Mull Bar Load Chart 1x4
Fig. Hz. SH
1445
18
GA 12 A
1 Mull Bar Load Chart 1x4
Fin Vert. SH
1445
18
GA 13
Mull Bar Load Chart 1x4
Fig. Vert. SH
1445
20
GA 14
Mull Bar Load Chart 1x4
Fig. Vert. PW
1445
21
GA 14 A
Mull Bar Load Chart 1x4
Fin Vert. PW
1445
22
GA 15
Mull Clip 10 (>Gj
Fin Vert. Mull Clip
1445
23
GAIS
Mull Clip GEN 0453
Fin HZ Mull Clip
1447
24
IGA19
I Mull Bar Load Chart 1 x4 w/lip
Fin HZ SH
1447
25'
GA 20
Mull Clip GEN 0457
Fin Vert. Mull Clip
1448
26
GA 21
Mull Bar Load Chart 1x2.5
Fin Vert. SH
1448
27
GA 22
Mull Bar Load Chart 1x2.5
Fin Vert. PW
1"8
28
GA 23
Mull Bar Load Chart 1x2.5
Fig. Vert. SH
1"2
29
GA 24
Mull Bar Load Chart 1x2.5
Fig. Vert. PW
1442
30
1 GA 25
jMull Clip GEN 0454
Fig. Vert. Mull Clip
1442
31
IGA26
IMull Clip GEN 0459
Fig. Vert. Sill Clip
1442
32
GA 28
IMull Clip GEN 0456
Fig. HZ Mull Clip
1445
33
GA 29
Mull Clip GEN 0452 >B)
FI . Vert. Mull Clip
1"5
34
GA 30
Installation FEB. HEB.
Fig. SH 1450/1550/1570 FE+HE
1450/1550/1570
35
GA 31
Installation FEB. HEB.
FIN SH 1100/1900/1970 FE+HE
1100/1900/1970
1 I/& i f IiJ
t 3/4 I t 3/4 7
IMYISM Bariu 14ansda g" Im
Flaee/vartleal W4 F&mgptWerUoW '1"6
'Icrge window ;t,bo rn.,ll Itn Fk:n�e wl -dua .inc:—%_11 so,
verl?col z,,%,cllrol opofcot:rns vvrl,;cl s:r,c!urd oopli�nl•III
or ai burt5e wi.dotrs. of all flemeIr. «;nco":.
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Weathermaster Building Products, Inc.
227 Power Court
Sanford, FL 32771
407-324-2080
407-324-0503 Fax
2004 Florida Statewide Product Approval Numbers For General Aluminum Products
These numbers are posted on www.floridabuildine.org under their product approval
section.
FL 5171
Single Hung Windows
FL 5170
Sliding Glass Doors
FL 5169
Fixed Picture Windows
FL 5168
Horizontal Sliders
SHIM AS REO D
(ga mom*
BACK BY ONIEA
ONE BY YTDOD/-;7AL
:ALLATION ANOIOR
BETWEEN WD K
RANGE E WOOD ND
CLKCAW(
WOW
a O HERS eJO
Q
a [N�DIENi
PERNEIER CAULK
BEYY
QO�TTH�ER
{0./1DEA
EXTERIOR
eu«
HEMHT
nAm
MMN
SILL
CA
BY
PRE CAST
BY 011101!
CAULK BETWEEN WINDOW FLANGE
• PIK CAST SILL WITH %&AP"
110 ACIE9VE CAULK OR
SECTION
1 "PPRO1ED EQUAL
BUCK MOTH
FLANGE TYPE
WN" FRAME
JAMB
DOW WO
PEJOWD I Q
BY DRIERS
TarH • 1H
EXTERIOR
CAULK BETWEEN
WINDOW RAID
rW700 BUG(
SECTION 2
GENERAL NOTES:
1) SWIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAIL
ALLOWABLE SHY STAG[ TO f[ 1 4"
s WINDOW FRAME MATERIAL: ALLOY BOBS
] CAULK BENND WINDOW FLANGE AT HEAD AND JAWS.SU MUST EE
ATTACHED TO THE SUB9TRATE WITH VUIXEM 116 ADHESIVE CAULK OR APPROVED EQUAL
`) MANUCA71ON O'9 RECOMMENDATION118 ADHESIVE CAW( AT FRAME SILL MUST COMPLY WITH SEALANT
S) CAULK FOR PERIMETER SEAL AROUND ETITER°OR OF VANDOW FLANGE
B) GLASS TH004M MAY VARY PER THE REQUREMD[TS OF ASTM EI300 GLASS CHART
SINCE CLASS IS SHOWN. OISJLAT010 CLASS 15 ALSO QUALIFIED.
WOOD
OTHER
t T
F
1 4" MIN.
OTES)
INSTALLATION
ANCHOR
CALAX BETWEEN
WOW BUCK Q
MAS"Y OPENING
BY OTHEM
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CALL
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CLASS r" I
DESIGN
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1III AeOK AR PO MIS AID Nm11iK ex01CNtK O�WI IANO n101 Q1IIW171K ANKYOf A /M NOT I
INDIW o/N®A FrW Q WIa FOIIOalOM ILL So WOa 11E Wla T M TO m IQMO ICE 6 CF Of
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ELEVATION nA J°°
VIEWED FROM EXTERIOR : ND. 42371' YOOSEF LAVY, P.E.
CCl91L1110 ENOMEFR OHaO.►E►•e.iAt 1m•rarwe•rWo Not
P W e® 10100171AW WIT! / 101
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NSTALLARCH ANONOI.—
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CHAR BEITIEEH WINDOW —
FLANGE B WOW a1CK Q
By
PER00� CAUL( /
FED �J
EXTERIOR
MUNDON IA
Sill
PERIMM
BY OTHER
FGAI" III, 11111" — BUCK WDTTt—
MOOD BUCK !
MASONRY OPENING SHIM AS REDID.
By OTHERS (SEE NOTES)
� FLANGE TYPE
WINDOW FRAME
Q T
GLAZING (TYP.�
SEE NOTES) PERIUEIER CAI
BY OTHERS
SHIM AS RFO'D WINDOW mar" —
(SEE NOTES) EXTERIOR
/�
D a�MARBfL SILL STOOL
PRE CAST SLL d
. BY OTHERS
BY OTHERS ..
CAUL( BE111EE11 WRMW FIANCE
A PIE CAST SILL WITH VULttN
Ile ADHESIVE CAULK OR
C C F` TI n Al 1
APPROVED EQUAL
92E8AL MOTES
1) SHIM AS REQYI AT EACH NSTMLATION MOM NTH LOAD MARNO SM. MAIL
AUOWAB E SW STACK TO BE I/4'.
2)) wIM00TO iRAIE WTFRllIL ALLOY 0061
7) CAW; BDa10 TrOOTO AMMUE AT HEAD AND .LAMES. SILL NUST.BE ATTACHED
To THE SUBSTRATE MTN VLAREN 110 ADHESIVE CAULK O1 APPROVED EQUAL
4) APKJCATM OF vULM lie MANUFACTURER 'S EVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT
S) CAW! PU0►EIOR SEAL ALMOND 1100WINDOW1 OF WINDOW FLANIX
0)
7 CLAM THICKNESS MAY VARY PREOLOREfENTS OF Arn n300 GLASS CHART.
THE ABOVE ARE POSITIVE III NEOARVE 9TRUCW1RAL DESIGN LOAD FROM•CO►NARATIVE
ANALYSIS 1 HAVE NOT MIEN CAPPED BY IMSULTS OF WATER PERFOR MWE T6mIG.
WHERE THE WATER RE99TANCE TEBT RECIUMIN1NT OF IB 2 OF OEM LOAD APPLES,
POSITIVE DESIGN LOAD AFPLIE% POSFM DESIGN LOADS TOLL BE UNITED TO 40.0 PSF
OUT TO WATER XV PIEMWR OF &0 PS7. ACHIEVED N IM.
0) NSTAUATIGI OF FLANGE iRA1E WINDOW N CpMWM ON MAOOQY LPEKDO USE J/IC
CIA TAP" ANCHOIM OF SUFFTCENT LENGTH TO PROVIDE MIK 1 1/4' 0®FDMDNT INTO
SUBSTRATE AT IDCAT05 SHOWN ON CHART.
Y)) SEE ELEVATION FOR KEY TO TAPCON LOCATKINS,
10) IF ENACT ISH" IS NOT USFED IN ANG1011 CHART. USE ANCHOR OUNMTY USTED WITH NEXT
LARGER SDE. FOR THE APPROPRIATE O[90) PRESSURE REM
ONE BY 1MOQU
BUCK BY OTHER
1 4' MN.
aTeBEEDONENT
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Q d
ANOIOR
CAUL( BETWEEN
a
MOOD BUCK •
\
MASONRY OP00 0
BY OTTERS
CAI" BETWEEN
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MOOD BUCK
SECTION 2
WINDOW
WIDTH.
�1 C
D I E
2
/ WINDOW
FI _ H13 TH
F �
1 -.-j
ELEVATION
VIEWED FROM EXTERIOR 4N
SEF L PNI
1 No. 42371
0 STATE OF ,• ?
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CAS DEIGN
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TAPOW ANCHOR LOCATION
SZE (INCHES)
PRESS
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LOCATIONS
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YlA JOB 004-OZID
, �r..
W4R I?�
YOOSEF LAVY, P.E.
CONSILTNO ENGINEER
wet nmw LANL MR / 1N
N11 L 0n4 r• 04I1` TO lime •FA v Kew • M" D Ism
ASSMILY ORAUN)
oAlLll TQAI M42
(214 4 R 214}MD-0w7
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AR
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N/A
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12/f0/O]
p
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TWO BY BUILD
DOWN BY OTHERS
CAULK BETWEEN
WINDOW FLANGE
k FILL STRIP-1
SHEATHING
BY OTHERS
PERIMETER CAULK
BY DRIERS
FUWGE TYPE
WINDOW FRAME
FLANGE TYPE
WINDOW FRAME
SILL
PERIMETER CAULK
BY OTHERS
CAULK BETWEEN WINDOW *`
FLANGE & WOOD BUCK - ' A L1
a
CAULK BETWEEN WOOD BUG( h
MASONRY OPENING BY OTHERS
SECTION 1
CAULK 13ETWEEN F1LERSTRIP
k BUILD DOWN BY OTHERS
i
1 )/a- MIN
EMOMME14T
FlLLERSTRIP
BY OTHERS.
SHIM AS REO'D.
(SEE NOTES)
INSTALLATION
ANCHOR.
BUCK
GLAZING (TYP. HEIGHT
SEE NOTES).
JI.A. 5
GENERAL NOTES:
1) SHIM
AS REO'0. AT EACH IN ANCHOR USING LOAD BEARING
SHIM. MAX ALLOWABLE STACK TO BE 1/4.
2) WINDOW FRAME MATERIAL ALLOY 6003
3 CAUX BEHIND WINDOW FLANGE AT HEAD. SILL A JAMBS.
4) CAULK FOR PERIMETER SEAL AROUND DrTE160R OF WINDOW Fl AJM
5) GLASS THIp0ES5 MAY VARY PER THE REQUIREMENTS EF ASTM E1300 GLASS CHART
SINGLE (LAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUTTED
O) W M WATER REMANCE TEST REOUgIDENT OF 157E OF DESIGN LOAD APPLES, POSITIVE
DESON LOADS VI L BE UMITM TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 5.0 PSF
ACHIEVED N TEST.
7) 136- TAPCGN TIPE INSTALLATION ANCHOR MUST BY O* SIFTILIENT LENGTH
TO PROVIDE S INSTALLATION SCREW
AT HEAD ANDJAMBS T 4- EMBEDMENT
LENGTH TOOAGITVE 1 Ilar MIN. EMBEDMENT
INTO wow rRAMOM 3/16' CIA. TAPO N ANO"GR N1 #B NSTANLADON SCREW To BE
PLACED Y MAX FROM CORNERS ! 24- MAX O.C. MAX BETWEIM
B) BUILD DOWN AROUND THE O RVE PGRTI ll OF BOAOW FRAME TO 6E ENGINEERED BY
OTHERS SURD DUN MUST BE Or SUFFICIENT STRENGTH TO ADEQUATELY TRNNST X
LOAD FROM WINDOW TO THE STRUCTURE.
O) EIEYATIOFK SHE/ COMMON CONFIRMATION& 11 IS NOT INTENDED TO LIMIT USE OF THIS
PRODUCT TO THESE TWO CONFIGURATIONS, THIS SHEET APPLES TO ALL CONFIGURATIONS
OF FIXED ONDOW FRAMING SYSTEM.
WINDOW —
SHIM AS REO'D
(SEE NOTES)
FLANGE TYPE _ t I/4 MIN.
WINDOW FRAME I\ v I�E?NBEDMENi
JAMB I\
CLAZING (TYP)
SEE NOTES-- _
v CAUL BETWEEN
WINDOW 1 UWGE
SHEADONG
G
Xrr..a
ONE BY WI)OO
PERIMETER CAULK
BUCK BY OTHERS
BY OTHERS
CAM BETWEEN WINDOW
FLANGE R WOOD BUCK.
SECTION
2
LL I ELEVATION ELEVATION
Q 1 1/4- MIN VIEWED FROM EXTERIOR
EMBEDMENT. VIEWED FROM EXTERIOR SEF11[WNRN+++
+++i YLA JOB 0 04-WIF t.
INSTALLATION i} ; YOOSEF LAW, P.E. y`
ANCHORS Ho. 42371 i CONSULTING ENGNEER
tlOOo FOIOf I/VE Sul[ / 100 IGI W. Oti E • aria 0 MM • FA 1. $if= • bh% U MR1
j A W DALLAS. TEXAS 75M
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DOOR MTO1D01
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-pETAIL
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EXTERIOR ELEVATION
Q`.46
HO i *� TI01 t �•c.Rwa R 13ee2.1L �. Gumi-ar.� a nMI
• • SERIES 420/430/440 SLIDING CLASS DOOM
tI. INSTALLATION DETAIL WITH TWO BY BUCK IN MASONRY
"'♦haaa• 1 12/03/02 1 0 1 Tu.LN- 11
0
nV E r.A
1. UESu:1� ANO 1FSTED IN ACCORDANCE WITH FLORIDA BUILDING CODE, Q. JAMB DETAIL TO BE IN ACCORDANCE WITH DWG 409783.
INTERNAl ICNAL BUILDING CODE, AND INTERNATIONAL RESIDENTIAL CODE. JAMB/SECTION BRACKET ATTACHING HARDWARE SHALL BE AS FOLLOWS:
2. DASH NUMBERS REPRESENT VARIOUS SECTION HEIGHTS. WOOD JAMB - 605574-0001 LAG SCREW. 5/16 X 1-3/4
3. FOUR SECTION 7' HIGH DOOR SHOWN. 8' HIGH DOORS HAVE CONCRETE BLOCK - RAWL LOCK BOLT, 5/16 X 1-1/2
FIVE SECTIONS.
4. SECTION HEIGHT OF 20.812, 19.00 & 16.75 ARE AVAILABLE
AND MAY BE USED IN COMBINATION TO ACHIEVE
VARIOUS HEIGHT DOORS.
'5. EMBOSSMENT PATTERN OF 14-50 X 20.375 SHOWN. ALTERNATE
PATTERNS OF 12.50 X 43.375 AND 12.50 X 20.375 MAY BE
USED. DOOR WITHOUT EMBOSSMENTS ALSO AVAILABLE.
6. TORSION SPRINGS SHOWN. EXTENSION SPRINGS AVAILABLE.
7. USE THIS BRACKET, REF. P/N 405964-0002. ON
8' HIGH DOORS ONLY.
8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE
APPROVED PRESSURE RATING CHART
DOOR WIDTH
12'
1 10'
9'
1 8'
DESIGN PRESSURE
44.4
60.0
60.0
1 60.0
TEST PRESSURE
66.7
90.0
90.0
1 90.0
JAMB LOAD
LBS FT
267
300
270
240
NUM. OF EXTRA
BRKTS PER SIDE
-
1
-
-
7' BRKT LOCATIONS
-
12
-
-
8' BRKT LOCATIONS
-
12"
-
-
SECTION IMMEDIATELY BELOW THE TOP SECTION.
9. THE STRUT PLACEMENT ON DOORS CONSTRUCTED WITH 5 OR MORE SECTIONS MUST BE
CONSISTENT WITH THE DOOR SHOWN. THE STRUTS FOR THE ADDITIONAL INTERMEDIATE
SECTIONS ARE TO BE PLACED AS SHOWN ON THE THIRD SECTION.
10. THE STRUT PLACEMENT DIMENSION ON ALL SECTIONS LESS THAN 20.812" MUST BE
REDUCED BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT & 20.812".
11. DOOR CONSTRUCTIONS OVER 8' TALL ARE AVAILABLE AND REQUIRE COMMERCIAL
TRACK. REFER TO DRAWING D-408352.
OHD/GENIE EQUIVALENCY CHART
OHO DOOR SERIES No.
GENIE DOOR, SERIES No.1
PAN THICKNESS
SERIES 188
SERIES GDS300
24 Go.
SERIES 189
SERIES GDS30R
24 Go.
SERIES 281
SERIES GDS200
25 Go.
SERIES 381
SERIES GDS550
25 Goo
T-
T
OPENING HEIGHT
(VARIES)
SHAFT
(VARIES)
2" X 6" WOOD JAMB
2" X 4" WOOD JAMB „D"
OR EOUIVALENT
HORIZONTAL TRACK
& COUNTERBALANCE
12 R -OPTIONAL SPLICE IN
HORIZONTAL TRACK AT
TOP OF RADIUS
HD„
�405964-0002
405964-0002
END HINGE
1-1/2 -
ROLLER SHAFT
BRACKET
405742-0001
(2 REO'D)
407605-0004�
TYP 2 PLCS
061166-0001
TYP 2 PLCS
407605-0003
TYP 2 PLCS
061166-0001
TYP 2 PLCS
OPENING HEIGHT I
MINUS 1 i
046450-0003 54 1/2
36 968
I 1
520 i/2
2.043
I i I t t t
405964-0001, 405964-0001 VIEW "D - D"
2" TRACK
STANDARD TRACK DETAIL FOR 16' .068 THK (VERTICAL)
SCALE: 1/16" = 1"
607935-0005 &-
405831-0003
TYP 4 PLACES
407605-0002
TYP 2 PLCS
061166-0001
TYP 2 PLCS
405771-0001
061166-0002
�-
DOOR WIDTH
CENTER STILE
I ROLLER SHAFT
END STILE
STRUTS/SECT. ROLLER
VERTICAL TRACK
JAMB LOAD
HARDWARE
I BRACKET
GAGE
( PER FT -HT)
I
16'
3
SINGLE YES
2 X 3 065 2" X 7/16"
200
STD.
.068"
NOTE: THIS DOOR IS DESIGNED FOR A +/- 25 PSF DESIGN WINDLOAD PRESSURE AND +/- 37.5 PSF TEST WINDLOAD PRESSURE.
TER FILE Gov
-I'l--p-q cgs 31
SECTION "C-C"
SCALE: 1/2
INTERIOR ELEVATION
SCALE: 1 / 16-=1 "
THE ORAW AMO/OP TECNIOGL IHTURYATION ON TMS
SHEET IS THE PROPERIY OF OVERHEAD DOOR CORPORATTOH
OP ITS SUDSRIIART MIT 6 LOANED w COWIDEHCE FM
f-EERP:C ATAIITTw ASSSTAHCE g1RPOSES ONLY,
'D wr HOT OE REPRODOCE0 OR USED TO w ACTURE
ANrtTWC O,SCtDSED HEREON IVTTTIOUf THE r-csS
PERUISSIDH OF OVERT, DOOR CORPORATW WHICH "Ay
REU ITT5 SHEET AT A -E.
BOTTOM FIXTURE
LEITER
DESCRIPTION
DATE
AwF
C
REV PER EN 10099
01 09 98
J
D
REV PER EN 11060
OS 29 02
M
E
REV PER EN 11265
11 12/02
D1
�UIL. ;1NG DID �lopj
f-" 2 L9=4 cAoko�
CENTER STILE
P/N 408680-0004.5,6 22
(3 PLCS)
407603-0001
/ (9 PLCS)
HS STRUT
V.37-s-ps!
TOP
FIXTURE
END HINGE
TUBE STRUT
AND STRAP
- 1 7/8 THK.
SECTION "A -A"
SCALE: 1/4
(7'-0" SHOWN)
8'-0" 11
MAX. HEIGHT
15
\-409334-0001
11
_Y
IT
_-;- rR- 5
IMIESS OTHERWISE SPECIFiFD -E DATE .DTurwc"-'. �^ 7
�� PE TH wa:Ta.rn.Nca ov EpHEAD �
p�q 4us. HOARY+ �: - _tyyl bL0l1D; i 80/281 /381,
U G.J.MOORE 11/18/94 .-%25/37.5 PSF,
OP,ET40(S DAPElO6 )0'
• uATERw: OIELH'ED En: T 16'-0" MAX
P , AT ,,,,�� N/A ADA JOHNSON 1 2/01 /94
--5ER -
m. • ,� . �,� APPLIED fpuPSH: TT IXFASURE APPROVED EO: NIlu9ER
NONE EAD408832
CH S.B000HER 12/01 /94 �. 3/8 1 SHEET 1 a
my L ca
UTTER
DESCRPnOR
DATE
C
REV PER EN 10099
01 09 98
D
REV PER EN 11060
OS 29 02
E
REV PER EN 11205
11/12/02
.108 STK.070 STK
0 0 }
2-11/16
0 0 �
f� 2-13/32
P/N 409808-0001 , TOP FIXTURE
2-1 i/32 -}--�
.091 MIN
I 0
to
3-9/16
o 0
t--�- 2-7/16
P/N 405771 -XXXX. BOTTOM FIXTURE
2-1/a
1/8
1-7/81
5 8 .030 THK
LENGTH = DOOR WIDTH - 1"
P/N 400650-0001, ROLLED HS-1 STRUT
ORANGE
.070 MIN 1 -1 1 /32
2-9/32 I I I I I I
27/32 � 1 -3/32 4-3/8 � •L t�--� 1-3/4 t�
000 O° O°
1 I i I I I OI
0 0 o O 2-3/8
3-3/16 �JIII 0 2-1/2 H
oho II 2-1/4 —�
.090 MIN I -4—
�-- 7/16 .108 MIN
P/N 407603-0001. CENTER HINGE P/N 405742-0001, BRACKET. ROLLER SHAFT P/N 405964 & 046450, BRACKET, SCAB
3 � � LENGHT= DOOR WIDTH
I.065 REF
P/N 607935-0005 STRUCTURAL TUBING RECTANGULAR 065 THK
SCREW
P/N 605911-0001
SECTION "B-B"
CENTER STILE
P/N 408680-0004.5,6 Q
TUBE STRUT 607935-0005
AND STRAP 405831-0003
EACH CENTER STILE
END STILE WITH
CLOSED END CAP 2
P/N 408794-0001,2,3
SCREW
P/N 605911-0001
PiRT NUMBER
I "L"
405964-0007
3-1/4-
015450-0003
4"
5-1/8 ---{
7/16 DIA F, I 1-13/16 DNA
vI t
7/16 { j—
PIN 061166-0002, RCLLEF. ASSY
SECTION "G-C"
O O O 2-.1/16 THROW
O
4 5/8 . 0
0 0 0
�- 3 —
P/N 409334-0001, SLIDE LOCK ASSY
COUNTY
" 1-3/4
H
4-
.108 MIN
P/N 405964-0002, BRACKET, SCAB JOINT
3.00 � � � 3/4
0
2.00
T °
P/N 405831-0003 STRUT STRAP
7-REF �J
CENTER STILE REF
P/N 408680-0004.5.6 < 7/16
7/ 16 DIA REF 1 - 1 3/ 16 DIA
�. REF
Bulwil � Div.
2-9/32
.070 4MIN I "H"
I � O0 0
3-3/16
0 0 �d
P/N 407605-XXXX. END, HINGE
PART NUMBER
a0760 0002
..H.,
.85
407605-0003
1.10
407605-0004
1.35
407605-0005
i.60
SERIES SELECTION GUIDE
SERIES
INSULATION
PANEL
GAGE
184
YES*
STD
185
FLUSH
.'..021
186
YES`
188
189
,c;RANCyy"
' :502•.L';.'w'
281
284
,LY75H
09°
285
I <
gANCN
OTS
381
�-E,5x� •..:
? S7D :
,;,r.L)'T8 :::;
384
385 .'
<i±i Y8 4 `t:'_:..
f?ANCH
P/N 061166-0001, ROLLER ASSY,
TR--,
DOESNOT.0 NCE'-7}
,-WTEGRITY-O! THE;;DO_
-
STEEL HS-1 STRU_,
i'..
P/N 400650--0001
"
MESS OTHERWISE SPECRIED
p
KWE
TN[ URAWTNO ARD/OR TECNNCAL TNFOTIWTIOR ON TNS WQ,6VNS US TRo�:TaTUAm d
EpMEAD
Oq
p4WR W.
SHEET S TME PROPERTY OF OM04EAD DOOR CORDOR•T*N t[nwL wtl AN4ES
OR TTS SUDSK W AND IS LOANED N CONFIDENCE FOR PRLWSNM NAWfTG6 , n JO'
1 EAAS
v :„s`O
C.J. MOORE '' .1 1 / 18/9.
[NPNEERM AND YUTWL ASSSTAICE PURPOSES ONLY. wi[iIL:
AND wY NOT DE REPRODUCED OR USED TO w UFACTURE , m m rRrna.s
N/A
CNECMED W .. -'
ADA JOHNSON 11 /22�
AWT—C DTSCLOSED NEREOR W'T"QUT THE EFPR[SS ,nr APPLIED nNis�. Wn Or uFASURE:
ER SSION OF OVERWAD DOOR CORPORATTW WHICN wY m- . m Am.sa
AFPROIEp er . -'[
REm Mrs SIRET AT Arc TIE.
NONE EACH
S.B000HER 1 1/23/9
bAD, /80/281 /Y
x = 25/37.5 PSF,
F •'*'- 16'-0" MAX
®-408832
SCAF: 3/8 $N[Ei 2 OP
V nu Tco
t. DESIGNED AND TESTED IN ACCORDANCE WITH FLORIDA BUILDING CODE,
INTERNATIONAL BUILDING CODE. AND INTERNATIONAL RESIDENTIAL CODE.
2. DASH NUMBERS REPRESENT VARIOUS SECTION HEIGHTS.
3. FOUR SECTION 7' HIGH DOOR SHOWN. 8' HIGH DOORS HAVE
FIVE SECTIONS.
4. SECTION HEIGHT OF 20.512. 19.0() & 16.75 ARE AVAILABLE
AND MAY BE USED IN COMBINATION TO ACHIEVE
OHD/GENIE EOUIVALENCY CHART
OHD DOOR SERIES No. GENIE DOOR SERIES No.
PAN THICKNESS
SERIES 188
SERIES GDS300
24 Go.
SERIES 189
SERIES GDS30R
24 Go.
SERIES 281
SERIES GDS200
25 Go.
SERIES 288
SERIES GDS500
25 Go.
SERIES 381
SERIES GDS550 I
25 Ga.
VARIOUS HEIGHT DOORS.
5. EMBPSSMEN T PATTERN OF 14.50 X 20.375 SHOWN. ALTERNATE
PATTERNS OF 14.50 X 43.375. 12.50 X 20.375 AND 12.50 X 43.375
MAY BE USED. DOOR WITHOUT EMBOSSMENTS ALSO AVAILABLE.
6. TORSION SPRINGS SHOWN. EXTENSION SPRINGS AVAILABLE.
7. USE THIS BRACKET. REF. P/N 405964-0002, ON
8' HIGH DOORS ONLY.
8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE
SECTION IMMEDIATELY BELOW THE TOP SECTION.
ALTERNATE WINDOW STRUT CONFIGURATION-
1 HS2 ABOVE AND 1 HS2 BELOW WINDOW FRAMES.
9. THE STRUT PLACEMENT ON DOORS CONSTRUCTED WITH 5 OR MORE SECTIONS MUST BE
CONSISTENT WITH THE DOOR SHOWN.
10. DOORS CONSTRUCTIONS OVER 8' TALL ARE AVAILABLE AND REQUIRE COMMERCIAL
TRACK. REFER TO DRAWING D-408352.
11. REFER TO SHEET 2 FOR SERIES SELECTION GUIDE.
12. JAMB DETAIL TO BE IN ACCORDANCE WITH DRAWING 409783.
JAMB/SCAB BRACKET ATTACHING HARDWARE SHALL BE AS FOLLOWS:
WOOD JAMB - 605574-0001 LAG SCREW, 5/16 X 1-3/4
CONCRETE BLOCK - RAWL LOCK BOLT, 5/16 X 1-1/2 EMBEDMENT
t3. ATTACH STRUTS TO STILES WITH 2 SCREWS AT ALL CENTER STILES
AND 4 SCREWS AT END STILES.
SHAFT q
(VARIES)
OPENING HEIGHT
MINUS 11-
3 1/e 2" X 6" WOOD JAMB
2" X WOOD JAMB D
OR EQUIVALENT
—�HORIZONTAL TRACK I
& COUNTERBALANCE I
y 12 R `OPTIONAL SPLICE IN I
HORIZONTAL TRACK AT I
TOP OF RADIUS
\
405964-0002
405964-0002 a7
046450-0003
36
405964-0001
5
STANDARD TRACK DETAIL FOR 9'
SCALE: 1/16" = 1"
72
—y F—.968
2.043
VIEW "D—D"
2" TRACK
U=IHIL
SCALE: 1/4
(9' WIDE)
;K
DESIGN
TEST
MAX.
ROWS OF
NO ROLLER, SHAFT
VERTICAL
JAMB LOAD
PRESSURE
I
PRESSURE
DOOR WIDTH
CENTER
BRACKET AT
STILE
STRUTSI
ROLLER
LTRACK
(LBS/FT OF HEIGHT
HARDWARE
(PSF)
(PSF)
(FEET)
STILES
JOINT
GAGE
AT DESIGN PRESSURE)
37 1
55.5
9'
I 1
SINGLE YES
HS2
1 2" X 7 t 6" TR3
.057"
167
I STD.
APPROVED PRESSURE RATING CHART
DOOR WIDTH
8'
7'
1 6'
DESIGN PRESSURE
46.8
60
60
PEST PRESSURE
70.2
90
90
JAMB LOAD
LBS FT
I 187
210
180
BRKTS OPER XSIDE
I t
I t
t
7' BRKT LOCATIONS
54.5"
1 54.5"
1 54.5"
8' BRKT LOCATIONS
22"
1 22"
1 22"
INTERIOR ELEVATION
SCALE: 1 / 16"= 1 "
LETTER OESCRVT1 TIATC —RWAI
RFP PER DRN 400600 10 19/95 SB
,p RE - SO 4, � V n }►1 8 5E
QQ.� io - L ,RE2�EN �zoTil a9 DMW
PANEL Co
C�D6a
SECTION
0$c75-o <�r— Z, 2S�3 ,z3g1
37 -spsF
/I— BOTTOM FIXTURE
WEATHERSEAL
THE ORA-'INC AND/OR TECHM" INFORMATION ON 1N'S
SNEET IS THE PROPERTY Or OVEFNEAD DOOR CORPORATION
OR ITS SURSIOWtY AND IS LOANED IN CONFIDENCE FOR
END EETDNG AND UUTML ASSIS ANa PWiPOSES ONLY.
AND u NOT RE At-ROOUCED OR USED To NANUFN�TURE
ANYTHING DISCLOSED HEREON wTTNOVI THE EXPRESS
PERUISSTON Of OVERNEAD DOOR CORPORATION NN CN NAT
RECALL THIS SHEET AT ANY 'UNE
BOTTOM BAR
SECTION "C—C"
SCALE: 1/2
SEr
NOTE 4
TOP
FIXTURE
HS STRUT
END HINGE
HS STRUT
--I 1 7/3" THK.
SECTION "A —A"
SCALE: 1/4
ID
,HT
::� � _ _....fie: T'•�i' ��i
�.
UNLESS 07MEWSE SPECIrIED
I AD D
NN/E
oWovso.s .RE N .rc,<s:Tntnvcts a
EFHE
ON ooq ,� .
oru+Y+ tr.:
OEC
TFNENsws
Nwt
ow.Drus
NZtES
, c w
P1...�..,F.�.XF o
PE VESSELS
NATER4L;
CNECNED
N/A
S. 90176HER
• ,/•F'
A PPUED —w N: UNIT Dr CASURE
APPRINp BY:
_
m am
>m As_
NONE I EACH
IS. BOUCHER
AD, 180/280/381.
5 PSF, 9 -0 MAX
10/19/05 DR
NUMBER D- 408950
10/19/95 %-a, 3/8 1 s-En 1 D,
D NOTES
REVISIONS
OESCRivROH I OAR
.103 STK --r.070 STK
• 0 0
II II ' 2-11/16
0 o j
F-� 2-13/32
409808-0001 , TOP FIXTURE
2 9/32-=.--I
I
I
000
3 3/16
1 o0
0 407603-0001. CENTER HINGE
32
2MI
"H"
070 MIN
DOO
3 3/16 J.
0 0
O407605-XXXX, END, HINGE
PART NUMBER 'H'
407605-0002 I
.85
4076O5-0003
1.10
407605-000A--I
1.35
407605-0005 I
1.60
2 1 1 /32 T-1
.09 t MIN -�I--
0
�o
3 9/16"
O CD 0
.10 O
L1 2 7/16"
(Z } 405771 -XXXX BOT. FIXTURE
1 11/32
27/32
1 OO
1.090 MIN -- It --
2.25
I
5/8 MIN. THK.
r—LENGTH = DOOR WIDTH - t" —y
U 400650-XXXX, ROLLED HS STRUT
ROLLED HS STRUT CHART
PART NUMBER
MIN. THK. STRUT
1400650-0002
.052 I HS-2
lit
• 0• 0 0 2 1/16'
O THROW
O_•]
a 5/8"
L OOO
� 3"
U 409334-0001, SLIDE LOCK ASSY (OPT.)
1 3/32
O O o CO 2 H
o O 2 I/8" H
I O i
2 1/4 I - `
.108 MIN II .108 MIN --.
O 405742-0001 , BRACKET, ROLLER SHAFT
51/B"
7/16" DIA [— -1
1 7� " DIA
I
lD 061166-0002, ROLLER ASSY, TR-3
7 9/16
REF
I (1
1 1 13/ 1 6 DIA
I REF
7/ 16 DIA. I
REF.
11 061 1 66-0001 , ROLLER, ASSY, TR-3
O' 405964 & 046450, BRACKET, SCAB
PART. NUMBER I "L"
405964-0001 3-1/4'
046450-0003 1 4"
O 405964-0002, BRACKET. SCAB JOINT
MANGE COUNTY
END STILE P/N 409518-0004,5,6a2
rCENTER STILE
/ P/N 408680-0004,5,6 a
i
` 1
. I
STEEL " STRUT O SCREW STRUT SUPPORT
P/N 605897-0001 408887-0002
CENTERED BETWEEN END
STILE AND CENTER STILE
SECTION I.B-B' E
Uw MS OTHV !SE SPECRIm
ER1iE AD DppR
—E
-OATi.- '•:ia"
OI1A.vuAO TR6'
THE DR-90 AND/OR RCHMCA, INEOR—tON OH MIS
dN[Nswa u[ ., .C,QTq(AANC[S a
\ pJ rUYlAS.
qU^y Bt':
. :. ••
.:.. wy�QLl
sRET a THE PROREan or ovERNE.n DOOR coRPDR.TroN
OA OS SUBSdt-
D[0..; HDIt .NCIcS
���^* O+�TLR I A O 10
w•:.e.�..,..�,,- o
Pc VESSELS
91 /95
37/55
AHO t5 LOAHEO D: CONrpEHCE IOR
ENO ERIHC AND WTUAL ASSISTANCE PU.>DOSES MI.NARRu[
CHECKED BY:
".
AHD UAT HOT BE RERROOUCED OR USED TO -tTFA q
u INC OISCIDSED HEREON rrtH THE DPRE55
.. y rw.cTlD.s
......
N/A
S. BOUCHER
10/19/95
DRA,.IAw 'y
KRUM— OF WpIHEAO DOOR CORPORAMN w CH wT
RECALL
_
• • ye m.m .
+Rwm riN15N: uNIT ar EASw[
NONE I EACH
AwRaED BT:
S. BQUCHER
I O/ 19/ 95
HWBEP 6
THM SHEET At AHT TIDE,
scut: 3/!
280/331,
-0' MAX
-408950
SHCR 2 N
50-0-0
I I
TO 1 I I
: I
�.1
IN. E
--
-
--------------------
Oil
--
�►.�
: -
iyj
_
014,
01
,1
37-6-0
----- --
- ---
•
1 1
:-
Lam.
--
I
��
����7r•.
��
��,:'
1
it
- •
-
I
®'llail-�l,
OR
1 1
I 1
I 1 I
CARACAS
ELEVATION 2
COFFERED CLG.
EAST COAST LUMBER
TRUSS DIVISION
CUSTOMER: ENGLE HOMES
JOB NAME:
DATE: 4-23-03
REVISED: 1 1 -22-05
GARAGE LEFT CARC2TL
IN ACCORDANCE NTH THE FLORIDA ADMINISTRATIVE CODE
61G15S-31.003 (3) (c), EAST COAST LUMBER IS THE "TRUSS
DESIGN ENGINEER". TRUSSES ARE DESIGNED IN
ACCORDANCE NTH THE FLORIDA BUILDING CODE 2004.
ALL OTHER BUILDING CODE DESIGN REQUIREMENTS ARE BY OTHERS.
2255 IV, FL.
® OFFICEAVOCADO:(321)254-E1581 LBFAX: (321) 3 54-1582
OFFICE: T(772) 66 L2448 FAX: (772) 663 5336
*BUILDER'S WARNING*
* THIS LAYOUT IS FOR PLACEMENT OF
ENGINEERED COMPONENTS.
* FOR ERECTION AND INSTALLATION
(TEMPORARY AND PERMANENT)
FOLLOW INSTRUCTIONS ON BCSI-B 1
SUMMARY SHEETS AND FINAL
ENGINGEERING SHEETS FOR EACH
TRUSS.
* SEE FINAL ENGINEERING SHEETS
FOR NUMBER OF GIRDER PLIES
AND CONNECTION.
* ALTERATIONS AND/OR REPAIRS TO
TRUSSES MUST BE APPROVED IN
ADVANCE BY OUR ENGINEERING
DEPARTMENT.
* BACKCHARGES WILL NOT BE ACCEPTED
UNLESS OUR ENGINEERING DEPARTMENT
APPROVES THEM IN ADVANCE.
12
61-
0-4-3
TYPICAL
8"
DESIGN BY- ACJ
ACAD BY: KSM
DESIGN CRITERIA
COUNTY: _ CODE: FBC—ASCE 7
LOADING: TILE MWF SPEED: I20 M.P.H.
SCALE: 1/8" = 1'-0• EXPOSURE CATEGORY = B
MEAN HEIGHT: 18'-0• IMPORTANCE FACTOR = 1
BUILDING TYPE: = ENCLOSED
TRUSS SPACING 24' G.C. EXCEPT AS NOTED
GRAVITY LOADS
FLOOR ROOF
TC LIVE: 40psf TC LIVE: 20psf
TC DEAD: 10psf TC DEAD: 15psf
BC UVE: OOpsf SC LIVE: OOpsf
BC DEAD: OSpsf BC DEAD: OSpsf
OUR FACTOR: 1.00 OUR FACTOR: 1.25
ADDITIONAL LOADS PER FBC & FRC
NON —CONCURRENT BC LL lOpsf
FBC TABLE 1607.1.27
FRC TABLE R301.4 (NOTE B)
CONCURRENT BC STORAGE LL 20psf
FBC TABLE 1607.1.27
FRC TABLE R301.4 (NOTE B.G.H)
NON —CONCURRENT BC MOVING LL 2OO/
FBC IABLE 1607.1.31
DEFINITIONS
MWF = MAIN KIND FORCE
TC = TOP CHORD
BC = BOTTOM CHORD
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SOUARE FOOT
9 = POUNDS
)er: Lot Number: U \ 1/
us: Address: �i
this box is for administrative purposes only and is not pan of the enbrileering leview.
, Icator:EAST COAST LUMBER- PLANT #1
Job Reference:CARC2T - Engle Homes/CARC2T/Master #4326
ROBBINS P.O. Box280055
Tampa. FL33682-0055 Engineering Index Sheet
ENGINEERING, INC. Phone: (813)972-1135 Index Page 1 of 1
Job Number Date FBC - 2004 Chapter 16 and 23 Specification Quantity
T05120028 12/01 /2005 58
A Professional Engineer's seal affixed to this Index Sheet indicates the acceptance of Professional Engineering
responsibilities for individual truss components fabricated in accordance with the listed and attached Truss Specification
Sheets. Determination as to the suitability of these individual truss components for any structure is the responsibilty of the
Building Designer, as defined in ANSI/TPI 1-1995, Section 2.2. Permanent (files of the original Truss Specificstion Sheet are
maintained by Robbins Engineering, Inc. Questions regarding this Index Sheet and/or the attached Specification Sheets may
be directed to the truss fabricator listed above or Robbins Engineering, Inc. (Sofware - Online Plus)
Date Mark
1 1
112/01/051
G1 I
5
112/011051
HID
9
12/01/05
HIH
13
12/01/05
H1L
17
12/01/05
H1P
21
12/01/05
HM
25,
112/011051
T2E
29
12/01/05
H21
33
12/01/05
H3C
37
112/01/051
T4B
at
112/01/051
H6
45
112/01/051
M6D
49
12/01/05
MV2
53
12/01/05
EJ7
57
12/01/05
CJ3
Date Mark
1 2
112/01/051
1-11A I
6
112/01/051
ME
10
112/01/051
T11
14
112/01/051
H1M
18
12/01/05
H10
22
12/01/05
H28
26
112/011051
H2F
30
12/01/05
G3
34
112/01/051
H3D
38
12/O1/05
T4C
42
12/01/OS
GE6A
46
112101/051
G7
50
112/01/051
HJ7
54
12/01/05
EJ7A
58
12/01/05
CJ1
Date Mark
1 3
112/01/051
1-1113
7
12/01/05
H1F
11
12/01/05
H1J
15
12/01I05
H1N
19
12/01/05
H1R
23
12/01/05
H2C
27
112/01/051
H2G
31
112JO11051T3A
35
12/01/05
T4A
39
12/01/05
FSA
43
12/01/05
H6B
47
12/01/05
MV6
51
12/01/05
HJB
55
12/01/05
EJ78
Date Mark
1 4
112/01/051
H1C
8
12/01/05
H1G
12
12/01/05
H1K
16
12/01I05
H10
20
12/01/05
H2
24
12/01/05
T2D
28
12/01/05
H2H
32
12/01/05
H38
36
112/01/051
GE4
40
112/01I05
GS
44
12/01/05
H6C
48
12/01/05
MV4
52
12/01/05
HJA
56
112/01/051
CJS
Index Page 1 of 1
Standard Loading:
T.C. Live 20 psf
T.0 Dead 15 psf
B.0 Live 0 psf
B.C. Dead 5 psf
Total 40 psf
ANSI/ASCE 7-02
Wind Speed - 120 mph
Mean Roof Ht. - 18 ft.
Exposure Catergory - B
Occupancy Factor- 1.00
MW FRS
Enclosed
Notes: Refer to individual
truss design drawings fordin special loag
conditions.
Truss Design Engineer: Wong Phan
License #: 62111
Address: P.O. Box 280055, Tampa, FL 33682
.,.e�NG Py-v
5�' ATS Or-
;
Date Sealed: 121112005
Job
Mark
Quan Type
Span P1-H1
Left OH
Right
OH
Engineering
CARC2T
H2
1 1*2P SP
300300 6
1- 2- 0
0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 4-3
0
0
HO 1-0-3
N
O
7_0-0
15-0-0
5-8-0
2-7-0 i
Sx8 2x4
3x8 3x6
5x8
B U
S2 V
C
r
6!
-i-
2x4
3x6
^t
'
y
4
t
N
0
3-10-3
#5x8 6x8
t
5x6
D E
o
A /
I
F
®
X S3 T
S
S1 H
W
G ® 2x4
i I
3x6 3x8 4x8
3x6
3x6 3x6
3x6
6x8
W:800
W:800
R:3196
R:2983
U: 716
U: 669
-HC,--
-- ------
-
30-3-0
-
- -
---
- 30-3-0
-
--- ---
ALL PLATES ARE LOCK20,
# = PLATE SELECTED IN PLATE MONITOR
Scale: 0.204" = 1'
Robbins Engineering, Inc./Online Plus -
Hz =
88
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
Online Plus -- Version 18.0.014
Membr CSI P Lbs Axl-CSI-Bnd
ADDITIONAL SPECIFICATIONS.
RUN DATE: 01-DEC-05
----------Top Chords ----------
A A -Y 0.32 6069 C 0.07
0.25
NOTES:
+ 2-Ply Truss '
Y -B 0.31 6006 C 0.07
0.24
Trusses Manufactured by:
+++++++++++++++
B -U 0.45 7125 C 0.14
0.31
East Coast Lumber
U -S2 0.40 7126 C 0.10
0.30
Analysis Conforms To:
CSI -Size- ----Lumber----
S2-V 0.43 7126 C 0.10
0.33
FBC2004
TC 0.56 2x 4 SP-#2
V -C 0.50 7299 C 0.15
0.35
2 COMPLETE TRUSSES REQUIRED.
BC 0.76 2x 4 SP-#2
C -Q 0.39 6563 C 0.09
0.30
Fasten together in staggered
EX Sl-F 2x 4 SP-SS
Q -D 0.56 7391 C 0.12
0.44
pattern. (1/2" bolts -OR-
WB 0.33 2x 4 SP-#3
D -E 0.26 7838 C 0.12
0.14
SDS3 screws -OR- 10d nails
EX G -D 2x 6 SP-#2
--------Bottom Chords---------
as each layer is applied.)
EX G -E 2x 4 SP-#2
A -X 0.62 5366 T 0.49
0.13
----Spacing (In) ----
EX F -E 2x 6 SP-#2
X -S3 0.61 5403 T 0.49
0.12
Rows Nails Screws Bolts
S3-T 0.59 5403 T 0.49
0.10
TC 1 12 24 0
Brace truss as follows:
T -S 0.76 7296 T 0.67
0.09
BC 1 12 24 0
O.C. From To
S -Sl 0.66 5880 T 0.54
0.12
WS 1 4 4
TC Cont. 0- 0- 0 30- 3- 0
Sl-H 0.32 5880 T 0.28
0.04
ON Loading
BC Cont. 0- 0- 0 30- 3- 0
H -W 0.35 6676 T 0.31
0.04
Soffit psf 2.0
W -G 0.70 8635 T 0.41
0.29
Design checked for LL on BC
Loading Live Dead (psf)
G -F 0.29 81 T 0.00
0.29
per BOCA (section 1606.2.3)
TC 20.0 15.0
-------------Webs-------------
and IBC/IRC-2003.
BC 10.0 3.0
Y -X 0.01 99 T
Design checked for 10 psf non -
Total 30.0 18.0 48.0
X -8 0.09 576 T
concurrent LL on BC.
Spacing 24.0"
B -T 0.33 2101 T
Prevent truss rotation at all
Lumber Duration Factor 1.25
T -U 0.06 784 C
bearing locations.
Plate Duration Factor 1.25
T -V 0.02 229 C
NOTE: USER MODIFIED PLATES
TC Fb=1.00 Fc=1.00 Ft=1.00
S -V 0.05 691 C
This design may have plates
BC Fb=1.00 Fc=1.00 Ft=1.00
S -C 0.27 1729 T
selected through a plate
H -C 0.17 1106 T
monitor.
Load Case # 1 Standard Loading
H -Q 0.07 940 C
Wind Loads - ANSI / ASCE 7-02
Lumber Duration Factor 1.25
W -Q 0.10 667 T
Truss is designed as a Main
Plate Duration Factor 1.25
W -D 0.16 1994 C
Wind -Force Resistance System.
plf - Live Dead From To
G -D 0.09 3159 C
Wind Speed: 120 mph
TC V 40 30 0.0' 30.2'
G -E 0.76 8280 T
Mean Roof Height: 18-0
BC V 20 6 0.0' 30.2'
F -E 0.08 2696 C WindLd
Exposure Category: B
TC V 50 38 7.0' 22.0'
Occupancy Factor : 1.00
BC V 25 8 7.0' 22.0'
LL Defl -0.30" in S -Sl L/999
Building Type: Enclosed
TC V 181 109 7.0' CL-LB
TL Defl -0.47" in S -S1 L/733
Zone location: Exterior
TC V 181 109 22.0' CL-LB
Shear // Grain in V -C
0.28
TC Dead Load 7.0 psf
BC V 250 150 7.0' CL-LB
DL Defl -0.26" at S L/999
BC Dead Load 3.0 psf
BC V 250 150 21.8' CL-LB
Max comp. force 7838 Lbs
Plates for each ply each
face.
Quality Control Factor 1.00
PLATING CONFORMS TO TPI.
Plus 6 Wind Load Case(s)
REPORTS: SBCCI 9761
FABRICATOR NOTES:
Plus 1 UBC LL Load Case(s)
ROBBINS ENGINEERING, INC.
1. EAST COAST LUMBER 6 SUPPLY
BASED ON SP LUMBER
J.C. WEBER P.E.#17455
Checked for NonConcurrent 200
USING GROSS AREA TEST.
5285 ST. LUCIE BLVD.
Lbs Moving Point Load applied
Plate - LOCK 20 Ga, Gross
Area
FORT PIERCE FL. 34946
at Panel Points and Mid -panel
Plate - RBS 20 Ga, Gross
Area
2. !!!CAUTION!!! READ "SCSI-Bl
on BC
Jt Type Plt Size X Y
JSI
SUMMARY SHEET" BEFORE
A LOCK 5.Ox 6.0 1.4 0.6
0.88
HANDLING , INSTALLING 6
Jt React Uplft Size Req'd
B LOCK 5.Ox 8.0 Ctr-0.1
0.87
BRACING TRUSSES.
Lbs Lbs In-Sx In-Sx
C LOCK 5.Ox 8.0 Ctr-0.1
0.87
3. SEE ATTACHED DETAIL SHEET
A 3196 717 8- 0 1-14
D# LOCK 5.Ox 8.0 Ctr 0.4
0.70
FOR: 1-JACK NAILS.
Hz = -88
2-TBRACE. 3-BEARING BLOCK.
F 2984 670 8- 0 1-12
# = Plate Monitor used
Robbins Engineering. Inc./Online PIusT" 0 1996-2005 Version 18.0.014
Engineering - Portrait 12/V2005 9:13:10 AM
Pagel
Job
Mark
Quan Type Span P1-H1 Left OH Right OH
Engineering
CARC2T
H2A
1 SP 300300 6 1- 2- 0 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 4-3 HO 2-0-3
0
0
N
O
TC' "' I 9-0-0 1 11-0-0 5-8-0 4-7-0 I
5x6 3x6 5x6
T B R C T
6 N
2X4
0
O
5x6 ' 2x4
4-10-3 O 0 E
'
4s6
I A
F
® I S2 H S1 4x6
4x8 3x6 4x8 3x8
W:800 W:800
R:1305 R:1209
U: 345 U: 327
HCt i 30-3-0
--�- - 30-3-0 - -
ALL PLATES ARE LOCK20
Scale: 0.209" = 1'
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.38 2x 4 SP-#2
BC 0.99 2x 4 SP-#2
EX S1-F 2x 4 SP-SS
WB 0.58 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 30- 3- 0
BC Cont. 0- 0- 0 30- 3- 0
WB 1 rows CLB on D -F
Attach CLB with (2)-10d nails
at each web.
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
A 1306 346 8- 0 1- 9
Hz = -123
F 1210 327 8- 0 1- 7
Hz = 121
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
A -J 0.28 2188 C 0.01 0.27
Robbins Engineering, Inc./Online Plus-
J -B 0.22 1879 C 0.02 0.20
B -K 0.37 1685 C 0.01 0.36
K -C 0.38 1809 C 0.02 0.36
C -D 0.34 2027 C 0.02 0.32
D -E 0.37 23 C 0.00 0.37
--------Bottom Chords ---------
A -I 0.78 1953 T 0.19 0.59
I -S2 0.70 1995 T 0.20 0.50
S2-H 0.99 1995 T 0.20 0.79
H -S1 0.82 2824 T 0.27 0.55
S1-F 0.61 2824 T 0.13 0.48
------------- Webs -------------
J -I 0.12 302 C
I -B 0.16 501 T
I -K 0.29 408 C
K -H 0.17 244 C
H -C 0.17 551 T
H -D 0.58 1049 C
D -F 0.53 2991 C 1 Br
F -E 0.02 181 C WindLd
LL Defl -0.30" in S1-F L/999
TL Defl -0.49" in S1-F L/712
Shear // Grain in B -K 0.27
DL Defl -0.26" at S1 L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A LOCK 4.Ox 6.0 Ctr 0.1 0.73
B LOCK 5.Ox 6.0 0.7-3.1 0.59
C LOCK 5.Ox 6.0-0.7-3.1 0.59
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 2991 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER & SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING &
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
Robbins Engineering, Inc./Online Plus"' C 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:10 AM Page 1
Job
clerk
Quan
Type
Span
P1-H1
Left OH
Right
OH
Engineering
CARC2T
H2B
1
SP
291100
6
1- 2- 0
0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
' HO 4-3
0
HO 3-0-3
N
N
O
TC "'
11-0-0
1
7-0-0
5-8-0
1
6-3-0 i
5x6
5x6
B
C
7
6;
N
'
r
2x4
5x6
0
t 5x6
J
O
O E
5-10-3
I 4AA6
\
F
HE
®
I
S2
H
S1
G
2x4
3x6
3x6
4x8
3x8
3x8
i1
W:800
W:300
11:1356
R:1237
U: 340
U: 325
-Bc • -7 --
---- --
-
-- 29-11-0---------
--
-
---
29-11-0
-
ALL PLATES ARE
LOCK20
Scale: 0.211" = 1'
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.55 2x 4 SP-#2
BC 0.80 2x 4 SP-#2
WB 0.78 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 29-11- 0
BC Cont. 0- 0- 0 29-11- 0
WB 1 rows CLB on B -H
Attach CLB with (2)-10d nails
at each web.
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40
Spacing 24
Lumber Duration Factor 1.
Plate Duration Factor 1.
TC Fb=1.15 Fc=1.10 Ft=1.
BC Fb=1.10 Fc=1.10 Ft=1.
Robbins Engineering, Inc./Online Plus -
A -J 0.28 2263 C 0.03 0.25
J -B 0.27 1965 C 0.02 0.25
B -C 0.55 1654 C 0.04 0.51
C -D 0.37 1837 C 0.04 0.33
D -E 0.53 2227 C 0.06 0.47
--------Bottom Chords ---------
A -I 0.80 2024 T 0.19 0.61
I -S2 0.52 1607 T 0.15 0.37
S2-H 0.75 1607 T 0.15 0.60
H -S1 0.62 2264 T 0.21 0.41
S1-G 0.66 2264 T 0.24 0.42
G -F 0.52 134 T 0.00 0.52
------------- Webs -------------
J -I 0.10 353 C
I -B 0.13 432 T
B -H 0.05 171 T 1 Br
H -C 0.11 378 T
H -D 0.40 664 C
G -D 0.18 984 C
G -E 0.78 2449 T
F -E 0.22 1202 C WindLd
.0
.0"
LL Defl
-0.23"
in S2-H
L/999
25
TL Defl
-0.37"
in S2-H
L/948
25
Shear //
Grain
in B -C
0.31
10
DL Defl
-0.15"
at S1
L/999
10
Plus 6 Wind Load Cases)
Plus 1 UBC LL Load Cases)
Plus 1 BC LL Load Cases)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
A 1357 340 8- 0 1-10
Hz = -157
F 1238 326 3- 0 1- 7
Hz = 179
Platesfor each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Gal, Gross Area
Jt Type Plt Size X Y JSI
A LOCK 4.Ox 6.0 Ctr 0.1 0.75
B LOCK 5.Ox 6.0 0.6-3.6 0.93
C LOCK 5.Ox 6.0-0.7-3.1 0.59
G LOCK 3.Ox 8.0 0.5 Ctr 0.98
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 2263 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
NOTES:
Robbins Engineering. Inc./Online Plus- 0 199&2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:11 AM Page 1
Job
Mark
Quan
Type Span
P1-H1 Left OH
Right OH
Engineering
CARC2T
I j
I 1
Sp 291100
6 1- 2- 0
0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
HO 4-3
HO 4-0-3
'o
0
N
O
TCI
13-0-0
i 3-0-0
5-8-0
8-3-0
5x6
Sx6
B
C
I
I
6 r
N
I
r
o
3x6
2x4 S3
5x6
2x4 1 4x6
K
D
L 0 E
6-10-3
I
"'
4x6VIT4-
A
F
Irs��
J
S1 H
S2
G ® 2x4
j
3x6
3x6 4x8
20G-RHS-5x10
4x8 it
W:800
W:300
R:1361
R:1246
U: 337
U: 328
HC,
La
29-11-0
--
-- 29-11-0 ---
3I
EXCEPT AS SHOWN ALL PLATES ARE LOCK20
Scale: 0.211" = 1'
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.47 2x 4 SP-#2
BC 0.90 2x 4 SP-#2
WB 0.52 2x 4 SP-#3
PB --- 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 29-11- 0
BC Cont. 0- 0- 0 29-11- 0
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Plus 1 BC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft
Size
Req'd
Lbs Lbs
In-Sx
In-Sx
A 1362 337
8- 0
1-10
Hz =
-191
F 1246 328
3- 0
1- 8
Hz =
238
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
A -K 0.46 2231 C 0.02 0.44
Robbins Engineering, Inc./Online Plus-
K -S3 0.47 2155 C 0.03 0.44
S3-B 0.43 2059 C 0.07 0.36
B -C 0.13 1471 C 0.01 0.12
C -D 0.39 1642 C 0.03 0.36
D -L 0.18 1183 C 0.00 0.18
L -E 0.18 1183 C 0.00 0.18
--------Bottom Chords ---------
* -J 0.73 2001 T 0.18 0.55
J -S1 0.45 1430 T 0.14 0.31
S1-H 0.66 1430 T 0.14 0.52
H -S2 0.71 2024 T 0.20 0.51
S2-G 0.90 2024 T 0.20 0.70
G -F 0.50 177 T 0.00 0.50
------------- Webs -------------
K -J 0.10 421 C
J -B 0.21 674 T
B -H 0.04 151 T
H -C 0.13 422 T
H -D 0.45 648 C
D -G 0.52 1116 C
G -L 0.07 308 C
G -E 0.52 1621 T
F -E 0.29 1231 C WindLd
LL Defl -0.24" in S2-G L/999
TL Defl -0.36" in S2-G L/956
Shear // Grain in A -K 0.27
DL Defl -0.23" at S2 L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A LOCK 4.Ox 6.0 Ctr 0.1 0.74
B LOCK 5.Ox 6.0 0.7-3.1 0.73
C LOCK 5.Ox 6.0-0.7-3.1 0.59
S2 RHS 5.0x10.0 Ctr 0.8 0.78
G LOCK 4.Ox 8.0 0.5 Ctr 0.86
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 2231 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
Robbins Engineering, Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:12 AM Page 1
Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering
CARC2T T2D 1 SP 291100 6 1- 2- 0 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 4-3 HO 5-0-3
0
3
N
O
TCLL .� .-'------- ----- 14-6-0-- ----- ---'- 5-2-0 -1 10-3-0 ---�
7-7-3
5x6
B
IT
6
E
2x4
3x6 3x6 3x6 3x8 4x8 II
W:800 W:300
R:1378 R:1279
U: 333 U: 332
HC-T j 29-11-0
-- 29-11-0 - I
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.79 2x 4 SP-#2
BC 0.87 2x 4 SP42
WB 0.66 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 29-11- 0
BC Cont. 0- 0- 0 29-11- 0
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Plus 1 BC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
A 1379 334 8- 0 1-10
Hz = -218
E 1279 332 3- 0 1- 8
Hz = 294
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
A -H 0.64 2284 C 0.03 0.61
ALL PLATES ARE LOCK20
Robbins Engineering, Inc./Online P1us-
H -S1 0.63 2014 C 0.02 0.61
S1-B 0.79 1894 C 0.11 0.68
B -C 0.40 2110 C 0.02 0.38
C -K 0.39 1193 C 0.01 0.38
K -D 0.39 1193 C 0.01 0.38
--------Bottom Chords ---------
A -G 0.87 2055 T 0.18 0.69
G -S3 0.58 1343 T 0.22 0.36
S3-F 0.78 1343 T 0.12 0.66
F -S2 0.66 1910 T 0.32 0.34
S2-L 0.54 1910 T 0.18 0.36
L -E 0.41 217 T 0.00 0.41
------------- Webs -------------
H -G 0.19 509 C
G -B 0.21 664 T
B -F 0.30 953 T
F -C 0.20 584 C
C -L 0.66 968 C
L -K 0.15 440 C
L -D 0.52 1623 T
E -D 0.43 1248 C WindLd
LL Defl -0.31" in S3-F L/999
TL Defl -0.45" in S3-F L/777
Shear // Grain in H -S1 0.34
DL Defl -0.15" at S3 L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A LOCK 4.Ox 6.0 Ctr 0.1 0.76
B LOCK 5.Ox 6.0 Ctr-0.1 0.59
L LOCK 4.Ox 8.0 0.5 Ctr 0.86
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
Scale: 0.212" = 1'
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 2284 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:13 AM Page 1
Job
Mark
Quan Type
Span
P1-H1
Left OH
Right
OH
Engineering
CARC2T
T2E
1 SP
291100
6
1- 2- 0
0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
x0 4-3
HO 6-0-3
0
N
O
TC!
14-6-0
3-2-0
12-3-0
I
5x6
B
Tj
1
I
i
5x6
1- 7- 0
2x4
4x6
C
J
D
3x8
S1
6 2x4
I
7-7-3
I
I
I
4x6
I A
I
E
®
H S2
G
S3
F
® 2x4
3x6 3x6
3x6
3x8
4x8
II
W:800
W:300
R:1374
R:1267
U: 329
U: 336
BCT-i
-
29-11-0
k}-
29-11-0
--
ALL PLATES ARE
LOCK20
Scale: 0.212" = 1'
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.80 2x 4 SP-#2
BC 0.78 2x 4 SP-#2
WE 0.60 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TIC Cont. 0- 0- 0 29-11-
BC Cont. 0- 0- 0 29-11-
WB 1 rows CLB on C -F
Attach CLB with (2)-10d nails
at each web.
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TIC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Plus 1 BC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
A 1375 329 8- 0 1-10
Hz = -227
E 1268 337 3- 0 1- 8
Hz = 344
Robbins Engineering, Inc./Online Plus"'
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
A -I 0.63 2279 C 0.03 0.60
I -S1 0.62 2124 C 0.02 0.60
S1-B 0.80 2005 C 0.12 0.68
B -C 0.31 1851 C 0.02 0.29
C -J 0.56 1135 C 0.00 0.56
J -D 0.56 1135 C 0.00 0.56
--------Bottom Chords ---------
A -H 0.78 2049 T 0.18 0.60
H -S2 0.49 1334 T 0.22 0.27
S2-G 0.73 1334 T 0.12 0.61
G -S3 0.57 1676 T 0.28 0.29
S3-F 0.58 1676 T 0.16 0.42
F -E 0.52 250 T 0.00 0.52
------------- Webs -------------
I -H 0.12 483 C
H -B 0.27 736 T
B -G 0.26 836 T
G -C 0.29 579 C
C -F 0.21 736 C 1 Br
F -J 0.25 525 C
F -D 0.49 1554 T
E -D 0.60 1235 C WindLd
LL Defl -0.21" in S2-G L/999
TL Defl -0.33" in S2-G L/999
Shear // Grain in C -J 0.34
DL Defl -0.13" at S2 L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A LOCK 4.Ox 6.0 Ctr 0.1 0.76
B LOCK 5.Ox 6.0 Ctr-0.1 0.59
F LOCK 4.Ox 8.0 0.5 Ctr 0.83
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Provide connection to bearing
for 343 Lbs Horiz Reaction
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TIC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 2279 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "BCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
REFER TO ROBBINS ENG. GENERAL
Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait Q 2005 9:13:14 AM Page 1
Job
Mark
Quan
Type Span P1-H1
Left OH
Right
OH
Engineering
CARC2T
H2F
1 1
SP 370800 6
1- 2- 0
0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
Ho 4-3
0
0
0
0
HO 5-2-3
N
O
TC!
14-6-0
N
O
'' 14-11-4
1 3-0-6 1
4-0-6 1
i6
61 5x6
5x6
T
E
_
B 5x6 - 2x4 3x6
3x6
5x6
6
C -1- M S4
N 1- 6- 3
D
4x6
I
7- 0
-
O
j
6 F 3x8
-
_
�I
S1
�1
8-6-6
3x6
to
L
1
1-4-OF
F\
I
4x6
m
F
w
Y
A
G
1- 4- 0 S3
I
p 2x4
"
®
6x8
3x6
4x12
HGR
R
S2
J H
w:800
2x4
4x8
4x14 2x4
U:S419
R:1637
U: 413
BC I
-- - - - 21-0-0
- -I --
16_8_6
-
-- - -
-
37-8-0
ALL PLATES ARE LOCK20
Scale: 0.164" = 1'
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.77 2x 4 SP-#2
BC 0.93 2x 4 SP-#2
EX S2-H 2x 4 SP-SS
CW 0.86 2x 4 SP-#3
WB 0.98 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 37- 8-
BC Cont. 0- 0- 0 37- 8-
WB 1 rows CLB on L -J
WB 1 rows CLB on J -C
Attach CLB with (2)-10d nails
at each web.
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Cases)
Plus 1 BC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
A 1638 413 8- 0 1-15
Hz = -240
F 1583 419 3- 8 1-14
Hz = 344
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
A -L 0.59 2829 C 0.04 0.55
Robbins Engineering, Inc./Online P1us-
L -S1 0.58 2188 C 0.03 0.55
S1-B 0.77 2070 C 0.13 0.64
B -C 0.44 2202 C 0.03 0.41
C -M 0.37 2746 C 0.07 0.30
M -S4 0.33 2763 C 0.05 0.28
S4-N 0.26 2763 C 0.05 0.21
N -D 0.22 1592 C 0.01 0.21
D -E 0.17 1562 C 0.01 0.16
E -0 0.20 1229 C 0.01 0.19
--------Bottom Chords ---------
* -K 0.67 2538 T 0.23 0.44
K -S2 0.86 2538 T 0.25 0.61
S2-J 0.76 2538 T 0.13 0.63
J -H 0.22 175 C 0.00 0.22
G -S3 0.93 2396 T 0.22 0.71
S3-I 0.70 2396 T 0.40 0.30
I -F 0.50 263 T 0.00 0.50
---------- Chord -Webs ----------
H -G 0.86 215 T 0.00 0.86
G -M 0.18 378 C 0.18 0.00
------------- Webs -------------
A -L 0.08 270 T
L -J 0.23 709 C 1 Br
B -J 0.45 1419 T
J -C 0.36 1606 C 1 Br
J -G 0.72 2258 T
C -G 0.29 906 T
G -N 0.17 555 T
N -I 0.98 1096 C
D -I 0.43 960 C
I -E 0.32 1001 T
I -O 0.45 1421 T
F -O 0.59 1577 C WindLd
LL Defl -0.28" in G -S3 L/999
TL Defl -0.53" in G -S3 L/835
Shear // Grain in S2-J 0.44
DL Defl -0.30" at S2 L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A LOCK 4.Ox 6.0 Ctr 0.1 0.94
B LOCK 5.Ox 6.0 Ctr-0.1 0.67
E LOCK 5.Ox 6.0 Ctr-0.1 0.66
O LOCK 4.Ox 6.0 Ctr-0.1 0.78
S2 LOCK 4.Ox 8.0 Ctr 0.2 1.00
G LOCK 6.Ox 8.0 Ctr 1.2 0.79
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Provide connection to bearing
for 344 Lbs Horiz Reaction
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 2829 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER S SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-SEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering. Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:15 AM Page 1
Job
Mark
Quan
Type Span P1-H1
Left OH Right
OH
Engineering
CARC2T
H2G
1
SP 370800 6
1- 2- 0 0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
• HO 4-3
0
HO 5-2-3
N
N
O
TC.''
15-4-0
19-4-0
13-0-0
5x6 2x4
3x8 3x6
5x6
B J
S2 M
C
4x6
3x8
L
S1
2x4
6 i
8-0-3
1-4-OE
1-4-OD
4x6
i
D
A
E
1_ 4_ 0 S4 G
^ 2x4
!1
3x6 4x8
HGR
H S3
F
IF
R:1622
W800
6x8 3x6
2x4
U: 419
R:1647
U: 413
BCj {
21-0-0
1
16-8-0
c
--
37-8-0 -
ALL PLATES ARE LOCK20
Scale: 0.171" = 1'
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI
-Size-
TC
0.92
2x
4
SP-#2
BC
0.94
2x
4
SP-#2
CW
0.84
2x
4
SP-#3
WB
0.88
2x
4
SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 37- B-
BC Cont. 0- 0- 0 37- 8-
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Plus 1 BC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Regrd
Lbs Lbs In-Sx In-Sx
A 1647 413 8- 0 1-15
Hz = -216
D 1623 419 3- 8 1-15
Hz = 333
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
A -I 0.73 2787 C 0.04 0.69
I -S1 0.73 2587 C 0.04 0.69
S1-B 0.92 2469 C 0.18 0.74
Robbins Engineering, Inc./Online Plus'
B -J 0.41 2353 C 0.03 0.38
J -S2 0.46 2369 C 0.08 0.38
S2-M 0.62 2369 C 0.03 0.59
M -C 0.60 1307 C 0.01 0.59
C -L 0.17 1306 C 0.01 0.16
--------Bottom Chords ---------
A -H 0.94 2504 T 0.23 0.71
H -S3 0.62 170 C 0.00 0.62
S3-F 0.93 170 C 0.00 0.93
E -S4 0.88 1862 T 0.17 0.71
S4-G 0.73 1862 T 0.31 0.42
G -D 0.49 252 T 0.00 0.49
---------- Chord -Webs ----------
F -E 0.84 241 T 0.01 0.83
E -J 0.27 413 C 0.27 0.00
------------- Webs -------------
I -H 0.18 521 C
H -B 0.15 435 T
H -E 0.74 2117 T
B -E 0.16 507 T
E -M 0.22 685 T
M -G 0.88 1137 C
G -C 0.08 279 T
G -L 0.48 1523 T
D -L 0.61 1627 C WindLd
LL Defl -0.38" in S3-F L/999
TL Defl -0.67" in S3-F L/660
Shear // Grain in I -S1 0.34
DL Defl -0.25" at S3 L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Gal, Gross Area
Plate - RHS 20 Gal, Gross Area
Jt Type Plt Size X Y JSI
A LOCK 4.Ox 6.0 Ctr 0.1 0.92
B LOCK 5.0x 6.0 0.7-3.1 0.80
M LOCK 3.Ox 6.0-0.1 Ctr 0.52
C LOCK 5.Ox 6.0-0.7-3.1 0.66
L LOCK 4.Ox 6.0 Ctr-0.1 0.78
H LOCK 6.Ox 8.0 1.0 Ctr 1.00
E LOCK 6.Ox 8.0 Ctr 1.2 0.70
G LOCK 4.Ox 8.0 1.0 Ctr 0.88
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Provide connection to bearing
for 333 Lbs Horiz Reaction
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp, force 2787 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "BCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING S
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. SIMPSON HANGER @ JT.D.
Robbins Engineering, Inc,/Online Plus"' 0 1996.2005 Version 18.0.014 Engineering . Portrait 12/112005 9:13:15 AM Page 1
Job
Mark
Quan
Type Span P1-H1
Left OH
Right
OH
I Engineering
CARC2T
H2H
1 1
SP 370800 6
1- 2- 0
0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
HO 4-3
HO 5-2-3
d
0
N
O
TCi''
17-4-0
15-4-0
5-0-0
5x6
2x4
3x6 3x6
5x6
B K
S4 IL
C
4x6
1
6F-
3x6
0
M
3x8
9-0-3
S1
_ _OZ
2x4
P
1-4-OD
i
5x6
D
E
1- 4- I0
S3 G
3x6 4x8
n 2x4
!f
HGR
A
®
O S2
N F
��
R:1680
W:800
3x6 4x8
4x10 2x4
U: 419
R:1733
U: 413
16-8-0
BC _i 21-0-0 1
37-8-0 ---
L�-I
Scale: 0.171" = 1'
ALL PLATES ARE LOCK20
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.46 2x 4 SP-#2
BC 0.87 2x 4 SP-#2
CW 0.99 2x 4 SP-#3
WB 0.68 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 37- 8- 0
BC Cont. 0- 0- 0 37- 8- 0
WB 1 rows CLB on N -B
WB 1 rows CLB on L -G
Attach CLB with (2)-10d nails
at each web.
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Plus 1 BC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
A 1734 413 8- 0 2- 1
Hz = -241
D 1680 419 3- 8 2- 0
Hz = 344
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
A -P 0.33 3053 C 0.06 0.27
Robbins Engineering, Inc./Online P1us-
P -S1 0.28 2825 C 0.05 0.23
S1-Q 0.46 2738 C 0.04 0.42
Q -B 0.44 2048 C 0.06 0.38
B -K 0.33 2152 C 0.03 0.30
K -S4 0.34 2163 C 0.05 0.29
S4-L 0.46 2163 C 0.03 0.43
L -C 0.44 1194 C 0.01 0.43
C -M 0.29 1293 C 0.01 0.28
--------Bottom Chords ---------
* -O 0.82 2725 T 0.24 0.58
O -S2 0.64 2317 T 0.38 0.26
S2-N 0.76 2317 T 0.21 0.55
N -F 0.41 201 C 0.00 0.41
E -S3 0.87 1785 T 0.29 0.58
S3-G 0.74 1785 T 0.29 0.45
G -D 0.49 263 T 0.00 0.49
---------- Chord -Webs ----------
F -E 0.99 205 T 0.00 0.99
E -K 0.24 283 C 0.24 0.00
------------- Webs -------------
P -0 0.09 332 C
0 -Q 0.13 429 T
Q -N 0.68 711 C
N -B 0.04 132 T 1 Br
N -E 0.67 2112 T
B -E 0.24 749 T
E -L 0.19 605 T
L -G 0.35 1100 C 1 Br
G -C 0.06 219 T
G -M 0.48 1505 T
D -M 0.64 1687 C WindLd
LL Defl -0.35" in E -S3 L/999
TL Defl -0.55" in E -S3 L/802
Shear // Grain in S4-L 0.30
DL Defl -0.22" at S2 L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A LOCK 5.Ox 6.0 1.4 0.6 0.89
B LOCK 5.0x 6.0 0.7-3.1 0.89
C LOCK 5.Ox 6.0-0.7-3.1 0.66
M LOCK 4.Ox 6.0 Ctr-0.1 0.78
S2 LOCK 4.Ox 8.0 Ctr 0.2 0.81
E LOCK 6.Ox 8.0 Ctr 1.3 0.79
G LOCK 4.Ox 8.0 0.5 Ctr 0.84
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
I
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Iloading
Soffit psf 2.0
Provide connection to bearing
for 344 Lbs Horiz Reaction
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Desiign checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
zone location: Exterior
TC, Dead Load 7.0 psf
BC.Dead Load 3.0 psf
Max comp. force 3053 Lbs
Quality Control Factor 1.00
ABR=CATOR NOTES:
1. EAST COAST LUMBER & SUPPLY
IJ.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. (!!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING &
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. SIMPSON HANGER @ JT.D.
Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering . Portrait 12/1/2005 9:13:16 AM Page 1
Job
Mark
Quan
Type Span
P1-H1
Left OH
Right
OH
I Engineering
CARC2T
H2I
1 1
SP 370800
6
1- 2- 0
0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
HO 4-3
HO 5-2-3
O
N
O
TC
19-4-0
11-4-0
1
7-0-0 1
5x6
2x4
3x6
5x6
I
B
R
S
C
3x6
4x6
6 F
Q
M
10-0-3
3x8
1-4-OE
2x4 S1,
1-4-OD
P
5x6
D
�►
E
S3
G
2x4
1- 4- 0
3x6
4x8
HGR
�I
0 S2
N
F
R:1695
W:800
3x6 3x6 4x10
2x4
U: 419
R:1758
U: 413
BC
21-0-0
16-8-0
37-8-0
DJ
ALL PLATES ARE
LOCK20
Scale: 0.170" = V
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.73 2x 4 SP-#2
BC 0.91 2x 4 SP-#2
CW 0.84 2x 4 SP-#3
WB 0.76 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 37- 8- 0
BC Cont. 0- 0- 0 37- 8- 0
WB 1 rows CLB on Q -N
WB 1 rows CLB on N -B
WB 1 rows CLB on S -G
WB 1 rows CLB on F -K
Attach CLB with (2)-10d nails
at each web.
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.011
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 .Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Cases)
Plus 1 BC LL Load Cases)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Regrd
Lbs Lbs In-Sx In-Sx
A 1759 413 8- 0 2- 1
Hz = -267
D 1695 419 3- 8 2- 0
Hz = 355
Membr CSI P Lbs Axl-CSI-Bnd
Robbins Engineering, Inc./Online Plus-
---------- Top Chords ----------
A -P 0.44 3073 C 0.13 0.31
P -S1 0.38 2825 C 0.05 0.33
S1-Q 0.53 2728 C 0.04 0.49
Q -B 0.51 1918 C 0.02 0.49
B -K 0.32 1931 C 0.02 0.30
K -S 0.27 1940 C 0.02 0.25
S -C 0.27 1215 C 0.01 0.26
C -M 0.73 1347 C 0.04 0.69
--------Bottom Chords ---------
A -0 0.91 2747 T 0.23 0.68
0 -S2 0.66 2264 T 0.38 0.28
S2-N 0.81 2264 T 0.20 0.61
N -F 0.57 171 C 0.00 0.57
E -S3 0.77 1672 T 0.28 0.49
S3-G 0.66 1672 T 0.28 0.38
G -D 0.56 274 T 0.00 0.56
---------- Chord -Webs ----------
F -E 0.84 172 C 0.00 0.84
E -K 0.03 117 C 0.03 0.00
------------- Webs -------------
P -0 0.13 388 C
O -Q 0.16 510 T
Q -N 0.26 796 C 1 Br
N -B 0.25 665 C 1 Br
N -E 0.76 2371 T
B -E 0.38 1191 T
E -S 0.16 529 T
S -G 0.34 929 C 1 Br
G -C 0.05 204 T
G -M 0.47 1487 T
D -M 0.64 1687 C WindLd
LL Defl -0.34" in E -S3 L/999
TL Defl -0.51" in E -S3 L/870
Shear // Grain in S3-G 0.43
DL Defl -0.20" at S3 L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A LOCK 5.Ox 6.0 1.4 0.6 0.89
B LOCK 5.Ox 6.0 0.7-3.1 0.89
C LOCK 5.Ox 6.0-0.7-3.1 0.66
M LOCK 4.Ox 6.0 Ctr-0.1 0.78
N LOCK 4.0x10.0 0.5 Ctr 0.98
E LOCK 6.Ox 8.0 Ctr 1.2 0.99
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Provide connection to bearing
for 355 Lbs Horiz Reaction
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 3073 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. M CAUTION M READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. SIMPSON HANGER @ JT.D.
Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 10.0.014 Engineering - Portrait 12/12005 9:13:17 AM Page 1
Job
Mark
Quan
Type
Span
P1-H1
Left OH Right
OH
Engineering
CARC2T
I Gl
1 1
SP
500000
6
1- 2- 0 1- 2-
0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
HO 4-3
O
NO 4-3
O
O
N
O
TC 7-0-0 1 2-8-1:
10-0-0
1
10-7-15
l
19-8-0
O
N
O
I'r
5x8
3x6
2x4 6x8
D
T
U E
�-
7x12
6x10
�^
B
AA
t
6�
3x6
�
2x4
R
V 6
c
#1Ox1 2
3z8
10-2-3 C
2x4
Sl
2x4
1-4-OH 6
W
7x16
A
i
7x6
M RR
If
3x6
1- 4-
0
S3
K
H
F
W:800
6x8
5x8
#1Oz12 G
J S2 I
pa
R:4330
U:1130
#3x6
4x14 4x8 3x6
I I
W:800
R:2046
U: 525
L
0 1Oxl2
#8xl2
•BC
29-0-0
21-0-0
50-0-0
ALL PLATES ARE LOCK20,
# = PLATE SELECTED IN PLATE MONITOR
Scale: 0.131" = 1'
Robbins Engineering, Inc./Online Plus -
Chocked
for NonConcurrent 200
Shear // Grain in U -E 0.29
Lbs Moving
Point
Load applied
DL Defl -0.68" at S3 L/855
Online Plus -- Version 18.0.014
at Panel
Pointe and
Mid -panel
RUN DATE: 01-DEC-05
on BC
Plates for each ply each face.
PLATING CONFORMS TO TPI.
CSI -Size- ----Lumber----
Jt React Uplft
Size Roq'd
REPORTS: SBCCI 9761
TC 0.66 2x 4 SP-#2
Lbs
Lbs
In-Sx In-Sx
ROBBINS ENGINEERING, INC.
ER A -B 2x 4 SP-SS
A
4330
1130
8-
0 5- 2
BASED ON SP LUMBER
ER B -C 2x 6 SP-#2
Hz
- -123
USING GROSS AREA TEST.
ER C -D 2x 6 SP-#2
F
2047
525
8-
0 2- 7
Plate - LOCK 20 Ga, Grose Area
BC 0.78 2x 8 SP-SS
Hz
- 122
Plate - RHS 20 Ga, Grose Area
E% G -S2 2x 4 SP-#2
Jt Type Plt Size R Y JSI
ER S2-F 2x 4 SP-SS
Membr
CSI
P Lbs Axl-CSI-Bnd
A LOCK 7.Oxl6.0 9.4 4.7 0.88
CW 0.62 2x 4 SP-#3
----------Top
Chords----------
B LOCK 7.Oxl2.0 1.1-4.8 0.96
WB 0.83 2x 4 SP-#3
A -Z
0.61
9274
C
0.46 0.15
C# LOCK 10.0x12.0 Ctr 0.5 0.68
E% O -B 2x 4 SP-#2
Z -B
0.64
9295
C
0.47 0.17
AA LOCK 6.Ox10.0-1.3-1.0 0.92
EX L -AA 2x 4 SP-SS
B -C
0.37
8359
C
0.25 0.12
D LOCK 5.Ox 8.0 0.8-3.4 1.00
ER H -J 2x 4 SP-#2
C -R
0.64
10453
C
0.40 0.24
E LOCK 6.Ox 9.0-0.9-3.9 0.84
WG --- 2x 6 SP-#2
R -AA
0.61
10397
C
0.42 0.19
F LOCK 3.Ox 6.0-1.4 0.7 0.91
PH --- 2x 4 SP-#3
AA-D
0.17
5431
C
0.15 0.02
F LOCK 7.Ox 6.0-4.3 1.0 0.53
D -T
0.66
4854
C
0.25 0.41
L LOCR 10.0x12.0 Ctr-0.3 1.00
Brace trues as follows:
T -U
0.41
3816
C
0.16 0.25
H# LOCK 10.0x12.0 Ctr 1.4 0.84
O.C. From To
U -E
0.54
3813
C
0.12 0.42
J LOCK 4.Oxl4.0-1.0 Ctr 0.97
TC Cont. 0- 0- 0 50- 0- 0
E -V
0.59
3591
C
0.27 0.32
S2 LOCK 4.Ox 8.0 Ctr 0.2 0.75
BC Cont. 0- 0- 0 50- 0- 0
V -S1
0.59
3882
C
0.30 0.29
WB 1 rove CLB on O -C
S1-W
0.57
3932
C
0.30 0.27
# = Plate Monitor used
WB 1 rows CLB on AA-K
W -F
0.53
4047
C
0.16 0.37
WB 1 rows CLB on T -H
--------Bottom
Chords---------
REFER TO ROBBINS ENG. GENERAL
WB 1 rows CLB on E -J
A -0
0.61
8268
T
0.46 0.15
NOTES AND SYMBOLS SHEET FOR
Attach CLB with (2)-10d nails
0 -L
0.78
11135
T
0.63 0.15
ADDITIONAL SPECIFICATIONS.
at each web.
L -S3
0.51
6510
T
0.36 0.15
S3-K
0.43
6510
T
0.36 0.07
NOTES:
Loading Live Dead (psf)
K -H
0.31
4395
T
0.24 0.07
Trusses Manufactured by:
TC 20.0 15.0
G -J
0.44
113
T
0.01 0.43
East Coast Lumber
BC 0.0 5.0
J -S2
0.90
3414
T
0.34 0.56
Analysis Conforms To:
Total 20.0 20.0 40.0
S2-I
0.38
3414
T
0.32 0.06
FBC2004
Spacing 12.0"
I -F
0.53
3608
T
0.18 0.35
OH Loading
Lumber Duration Factor 1.25
----------
Chord -Webs ----------
Soffit pef 2.0
Plate Duration Factor 1.25
G -H
0.62
194
T
0.00 0.62
Design checked for LL on BC
TC Fb=1.00 Fc=1.00 Ft=1.00
H -U
0.03
128
T
0.03 0.00
per BOCA (section 1606.2.3)
BC Fb=1.00 Fc=1.00 Ft=1.00
-------------Webs-------------
and IBC/IRC-2003.
Z -O
0.03
131
T
Design chocked for 10 pef non -
Load Case # 1 BOCA Loading
0 -B
0.64
3465
T
concurrent LL on BC.
Lumber Duration Factor 1.25
0 -C
0.69
4073
C
1 Br
Prevent trues rotation at all
Plate Duration Factor 1.25
C -L
0.72
2734
C
bearing locations.
plf - Live Dead From To
L -R
0.03
101
C
NOTE: USER MODIFIED PLATES
TC V 20 15 0.0' 50.0'
L -AA
0.87
5646
T
This dosign may have platen
BC V 0 5 0.0' 50.0'
AA-K
0.81
3302
C
1 Br
selected through a plate
TC V 60 45 7.0' 12.0'
K -D
0.72
2249
T
monitor.
BC V 0 15 7.0' 12.0'
K -T
0.31
978
T
Wind Loads - ANSI / ASCE 7-02
BC V 20 0 14.7' 17.4'
T -H
0.42
1155
C
1 Br
Truss is designed as a Main
BC V 20 0 22.0' 26.8'
H -E
0.83
2607
T
Wind -Force Resistance System.
BC V 20 0 34.9' 38.1'
H -J
0.68
3731
T
Wind Speed: 120 mph
TC V 145 145 7.0' CL-LB
E -J
0.53
1325
C
1 Br
Mean Roof Height: 18-0
BC V 200 200 7.0' CL-LB
J -V
0.34
355
C
Exposure Category: B
BC V 1390 1390 12.3' CL-LB
V -I
0.09
306
T
Occupancy Factor : 1.00
I -W
0.05
163
C
Building Type: Enclosed
Zone location: Exterior
Plus 6 Wind Load Caso(s)
LL Dofl
-0.49"
in L
-S3 L/999
TC Dead Load 7.0 pef
Plus 1 UBC LL Load Casale)
TL Dofl
-0.95"
in L
-S3 L/616
BC Dead Load 3.0 pef
Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering
. Portrait
12/1/2005 9:12:52 AM Page 1 of
Job
Job
CARC2T
Mark
Mark Mark -Pg
GI
Quan Type Span P1-H1 Left OH Right OH
1 sP 500000 6 1- 2- 0 1- 2- o
Engine
cont.
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
Max comp. force 10453 Lbe
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. 111CAUTION111 READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-HEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:12:52 AM Page 2 of
Job
Mark
Quan Type Span
P1-H1
Left OH Right
OH
Engineering
CARC2T
H1A
1 1 SP 500000
6
1- 2- 0 1- 2-
0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 4-3
HO 4-3
O
0
N
0
0
N
O
TC!H I 9-0-0 2-8-1
10-0-0 1 6-7-15
1
21-8-0
O
6x6
6x6 2.4
D
E N
2x4
'
Lin
�
6 � M
I
O
3x6
� 6x6 6x6
0 6
11-2-3 61-
B C
3x8
2x4 �
S1 2x4
1-4-OA
L
P
1-4-OH 7x6
3x6
VX7x6
A
m
3x6
®
1- 4- 0 R
J S3
H
F
_L
W:800
T 4x8 S2
4x8 3x8 7x16
G
1
cq
R:2218
U: 559
20G-RHS-3x10
2x4
#7x12
W:18100
SPL
R:2200
U: 560
SC(-
29-0-0
21-0-0
rc^�
-- -----
-- 50-0-0
EXCEPT AS SHOWN ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR
Scale: 0.131" = 1'
Robbins Engineering, Inc./Online Plus'
L -B 0.35 3845 C 0.09
0.26
F LOCK 7.Ox 6.0-4.3 1.0 0.52
B -C 0.34 3453 C 0.07
0.27
H LOCK 7.Ox16.0 Ctr 1.8 0.73
Online Plus -- version 18.0.014
C -M 0.88 3565 C 0.23
0.65
I# LOCK 7.Ox12.0-0.8 1.8 0.75
RUN DATE: 01-DEC-05
M -D 0.44 3520 C 0.08
0.36
D -E 0.69 2808 C 0.10
0.59
# = Plate Monitor used
CSI -Size- ----Lumber----
E -N 0.53 3161 C 0.06
0.47
TC 0.88 2x 4 SP-#2
N -0 0.73 3251 C 0.21
0.52
REFER TO ROBBINS ENG. GENERAL
BC 1.00 2x 4 SP-#2
0 -S1 0.62 3641 C 0.08
0.54
NOTES AND SYMBOLS SHEET FOR
EX S2-S3 2x 4 SP-SS
S1-P 0.52 3749 C 0.09
0.43
ADDITIONAL SPECIFICATIONS.
CW 0.82 2x 4 SP-#3
P -F 0.72 3986 C 0.27
0.45
WB 0.62 2x 4 SP-#3
--------Bottom Chords---------
NOTES:
EX H -I 2x 4 SP-#2
A -K 0.90 3660 T 0.32
0.58
Trusses Manufactured by:
PB --- 2x 4 SP-#3
K -S2 0.78 4235 T 0.71
0.07
East Coast Lumber
S2-J 0.61 4235 T 0.36
0.25
Analysis Conforms To:
Brace truss as follows:
J -S3 0.49 2802 T 0.24
0.25
FBC2004
O.C. From To
S3-H 0.97 2802 T 0.47
0.50
ON Loading
TC Cont. 0- 0- 0 50- 0- 0
G -I 0.94 164 C 0.00
0.94
Soffit psf 2.0
BC Cont. 0- 0- 0 50- 0- 0
I -F 1.00 3564 T 0.31
0.69
Design checked for LL on BC
WB 1 rows CLB on C -J
---------- Chord -Webs ----------
per BOCA (section 1606.2.3)
WB 1 rows CLB on D -H
G -H 0.82 242 T 0.01
0.81
and IBC/IRC-2003.
WB 1 rows CLB on H -0
H -N 0.03 108 C 0.03
0.00
Design checked for 10 psf non-
WB 1 rows CLB on G -N
-------------Webs-------------
concurrent LL on BC.
Attach CLB with (2)-10d nails
L -K 0.09 233 C
Prevent truss rotation at all
at each web.
K -B 0.48 1503 T
bearing locations.
K -C 0.62 1558 C
NOTE: USER MODIFIED PLATES
Loading Live Dead (psf)
C -J 0.37 1202 C
1 Br
This design may have plates
TC 20.0 15.0
M -J 0.30 342 C
selected through a plate
BC 0.0 5.0
J -D 0.50 1261 T
monitor.
Total 20.0 20.0 40.0
D -H 0.09 198 T
1 Br
Wind Loads - ANSI / ASCE 7-02
Spacing 24.0"
E -H 0.42 979 T
Truss is designed as a Main
Lumber Duration Factor 1.25
H -0 0.16 504 C
1 Br
Wind -Force Resistance System.
Plate Duration Factor 1.25
H -I 0.88 3418 T
Wind Speed: 120 mph
TC Fb=1.15 Fc=1.10 Ft=1.10
0 -I 0.08 266 T
Mean Roof Height: 18-0
BC Fb=1.10 Fc=1.10 Ft=1.10
I -P 0.15 431 C
Exposure Category: B
Occupancy Factor : 1.00
LL Defl -0.62" in S3-H L/939
Building Type: Enclosed
Plus 6 Wind Load Case(s)
TL Defl -1.00" in S3-H L/582
Zone location: Exterior
Plus 1 UBC LL Load Case(s)
Shear // Grain in N -0
0.30
TC Dead Load 7.0 psf
Plus 1 BC LL Load-Case(s)
DL Defl -0.50" at S3 L/999
BC Dead Load 3.0 psf
Max comp. force 4115 Lbs
Checked for NonConcurrent 200
Plates for each ply each
face.
Quality Control Factor 1.00
Lbs Moving Point Load applied
PLATING CONFORMS TO TPI.
at Panel Points and Mid -panel
REPORTS: SBCCI 9761
FABRICATOR NOTES:
on BC
ROBBINS ENGINEERING, INC.
1. EAST COAST LUMBER 6 SUPPLY
BASED ON SP LUMBER
J.C. WEBER P.E.#17455
Jt React Uplft Size Req'd
USING GROSS AREA TEST.
5285 ST. LUCIE BLVD.
Lbs Lbs In-Sx In-Sx
Plate - LOCK 20 Ga, Gross
Area
FORT PIERCE FL. 34946
A 2218 559 8- 0 2-10
Plate - REIS 20 Ga, Gross
Area
2. !!!CAUTION!!! READ "SCSI-Bl
Hz = -275
Jt Type Plt Size X Y
JSI
SUMMARY SHEET" BEFORE
F 2201 561 8- 0 2-10
A LOCK 3.Ox 6.0 1.4 0.7
0.93
HANDLING , INSTALLING 6
Hz = 279
A LOCK 7.Ox 6.0 4.3 1.0
0.55
BRACING TRUSSES.
B LOCK 6.Ox 6.0 0.9-3.6
0.77
3. SEE ATTACHED DETAIL SHEET
Membr CSI P Lbs Axl-CSI-Bnd
D LOCK 6.Ox 6.0 0.9-3.6
0.75
FOR: 1-JACK NAILS.
----------Top Chords----------
E LOCK 6.Ox 6.0-0.9-3.6
0.75
2-TBRACE. 3-BEARING BLOCK.
A -L 0.41 4115 C 0.12 0.29
F LOCK 3.Ox 6.0-1.4 0.7
0.90
4. DESIGNER: JIB
Robbins Engineering, Inc./Online Plus- 0 199&2005 Version 18.0.014 Engineering . Portrait 12/1/2005 9:12:53 AM Page 1
Job
Mark
Quan
Type
Span
P1-H1
Left OH Right OH
Engineering
CARC2T
HIB
1 1
SP
5OOOOO
6
1- 2- 0 1- 2- 0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
NO 4-3
HO 4-3
C,
0
0
fV
O
0
N
TC!" 11-0-0
12-8-11
10-0-0
1207151
23-8-0
0
6x6 6x6
_r
6
D E
2x4
3x6
N
R
I
6x6 6x6
3x6 6
1
H C
0
3x10
12-2-3 6
S1
1-4-OA
2x4
L
2x4
1-4-OH
P
7x6
3x6V
A
7x6
m
3x6
�I
1- 4- OK
S3 Q
S2
J H
F
W:800
T 3x6
4xB 4x10
4x8
4x8 7xlO G
I
R:2281
U: 559
2x4
#7x12
I I
W:800
SPL
R:2235
U: 560
HC
29-0-0
1
21-0-0
�}
50-0-0
ALL PLATES ARE L0CK20,
# = PLATE SELECTED IN PLATE MONITOR
Scale: 0.131" = 1'
Robbins Engineering, Inc./Online P1us-
B -C 0.49 4024 C 0.10
0.39
S2 LOCK 4.Ox 8.0 Ctr 0.2 0.76
C -R 0.79 4464 C 0.23
0.56
H LOCK 7.Ox10.0 Ctr 1.8 0.97
Online Plus -- Version 18.0.014
R -D 0.45 3007 C 0.06
0.39
I# LOCK 7.Ox12.0-0.4 1.8 0.75
RUN DATE: 01-DEC-05
D -E 0.14 2682 C 0.05
0.09
E -N 0.36 3314 C 0.07
0.29
# = Plate Monitor used
CSI -Size- ----Lumber----
N -O 0.70 3305 C 0.21
0.49
TC 0.79 2x 4 SP-#2
O -S1 0.62 3686 C 0.09
0.53
REFER TO ROBBINS ENG. GENERAL
BC 0.60 2x 4 SP-SS
S1-P 0.61 3794 C 0.22
0.39
NOTES AND SYMBOLS SHEET FOR
EX A -S3 2x 4 SP-#2
P -F 0.72 4061 C 0.27
0.45
ADDITIONAL SPECIFICATIONS.
EX G -I 2x 4 SP-#2
--------Bottom Chords ---------
CW 0.55 2x 4 SP-#3
A -K 0.90 3781 T 0.32
0.58
NOTES:
WB 0.75 2x 4 SP-#3
K -S3 0.75 3413 T 0.57
0.18
Trusses Manufactured by:
EX H -I 2x 4 SP-#2
S3-Q 0.49 3413 T 0.29
0.20
East Coast Lumber
PH --- 2x 4 SP-#3
Q -S2 0.54 3281 T 0.28
0.26
Analysis Conforms To:
S2-J 0.60 3281 T 0.28
0.32
FBC2004
Brace truss as follows:
J -H 0.54 2635 T 0.22
0.32
OH Loading
O.C. From To
G -i 0.93 110 T 0.00
0.93
Soffit psf 2.0
TC Cont. 0- 0- 0 50- 0- 0
I -F 0.53 3631 T 0.16
0.37
Provide connection to bearing
BC Cont. 0- 0- 0 50- 0- 0
---------- Chord -Webs----------
for 307 Lba Horiz Reaction
WB 1 rows CLB on Q -C
G -H 0.55 242 T 0.01
0.54
Design checked for LL on BC
WB 1 rows CLB on R -J
H -N 0.12 344 C 0.12
0.00
per BOCA (section 1606.2.3)
WB 1 rows CLB on J -E
-------------Webs-------------
and IBC/IRC-2003.
WB 1 rows CLB on H -O
L -K 0.11 368 C
Design checked for 10 psf non-
WS 1 rows CLB on G -N
K -B 0.11 372 T
concurrent LL on BC.
Attach CLB with (2)-10d nails
B -Q 0.45 1412 T
Prevent trues rotation at all
at each web.
Q -C 0.42 2217 C
1 Br
bearing locations.
Q -R 0.48 1379 T
NOTE: USER MODIFIED PLATES
Loading Live Dead (psf)
R -J 0.40 1106 C
1 Br
This design may have plates
TC 20.0 15.0
J -D 0.46 1070 T
selected through a plate
BC 0.0 5.0
J -E 0.07 207 T
1 Br
monitor.
Total 20.0 20.0 40.0
E -H 0.75 1177 T
Wind Loads - ANSI / ASCE 7-02
Spacing 24.0"
H -O 0.16 512 C
1 Br
Truss is designed as a Main
Lumber Duration Factor 1.25
H -I 0.90 3253 T
Wind -Force Resistance System.
Plate Duration Factor 1.25
O -I 0.08 274 T
Wind Speed: 120 mph
TC Fb=1.15 Fc=1.10 Ft=1.10
I -P 0.15 428 C
Mean Roof Height: 18-0
BC Fb=1.10 Fc=1.10 Ft=1.10
Exposure Category: B
LL Defl -0.59" in Q -S2 L/985
Occupancy Factor : 1.00
TL Defl -0.97" in Q -S2 L/600
Building Type: Enclosed
Plus 6 Wind Load Case(s)
Shear // Grain in S2-J
0.46
Zone location: Exterior
Plus 1 UBC LL Load Case(s)
DL Defl -0.53" at S2 L/999
TC Dead Load 7.0 psf
Plus 1 BC LL Load Cases)
BC Dead Load 3.0 psf
Plates for each ply each
face.
Max comp. force 4464 Lbs
Checked for NonConcurrent 200
PLATING CONFORMS TO TPI.
Quality Control Factor 1.00
Lbs Moving Point Load applied
REPORTS: SBCCI 9761
at Panel Points and Mid -panel
ROBBINS ENGINEERING, INC.
FABRICATOR NOTES:
on BC
BASED ON SP LUMBER
1. EAST COAST LUMBER 6 SUPPLY
USING GROSS AREA TEST.
J.C. WEBER P.E.#17455
Jt React Uplft Size Req'd
Plate - LOCK 20 Ga, Gross
Area
5285 ST. LUCIE BLVD.
Lbs Lbs In-Sx In-Sx
Plate - RHS 20 Ga, Gross
Area
FORT PIERCE FL. 34946
A 2282 559 8- 0 2-11
Jt Type Plt Size X Y
JSI
2. M CAUTION M READ "SCSI-B1
Hz = -302
A LOCK 3.Ox 6.0 1.4 0.7
0.96
SUMMARY SHEET" BEFORE
F 2236 561 8- 0 2-10
A LOCK 7.Ox 6.0 4.3 1.0
0.59
HANDLING , INSTALLING 6
Hz = 307
B LOCK 6.Ox 6.0 0.7-4.1
0.87
BRACING TRUSSES.
D LOCK 6.Ox 6.0 0.9-3.6
0.75
3. SEE ATTACHED DETAIL SHEET
Membr CSI P Lbs Axl-CSI-Bnd
E LOCK 6.Ox 6.0-0.9-3.6
0.75
FOR: 1-JACK NAILS.
----------Top Chords----------
F LOCK 3.Ox 6.0-1.4 0.7
0.92
2-TBRACE. 3-HEARING BLACK.
A -L 0.41 4235 C 0.12 0.29
F LACK 7.Ox 6.0-4.3 1.0
0.54
4. DESIGNER: JIB
L -B 0.65 3930 C 0.19 0.46
S3 LACK 4.Ox 8.0 Ctr 0.2
0.86
Robbins Engineering. Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 12I1/2005 9:12:54 AM Page 1
Job
Mark
Quan
Type
Span
P1-H1
Left OH Right OH
Engineering
CARC2T
HI C
1 1
SP 500000
6
1- 2- 0 1- 2- 0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
NO 4-3
HO 4-3
0
N
0
N
O
TC 1"
13-0-0
12-8-11
9-4-0
1
24-11-15
O
1. �
6x6
�7
L
6
D
�
2x4
n
2x4
M
m
L
3x10
6A6 6x6
S5
9 C
3x6
3x8
N
12-10-3
6F_ S3
6
1-4-OA
2x4
K
3x8
1-4-OG
S1 2x4
O
7x6
3x6
A
7x6
m
3x6
1- 4- 0 J
S2
I S4
G
E
-L W:800
T4x8 4x8
5x83x8
7x10
F
H
ri
R:2
559
U: 559
2x4
#7x12
W:800
SPL
R:2259
U: 560
BC1
29-0-0
21-0-0
'
50-0-0
ALL PLATES ARE LOCK20,
# = PLATE SELECTED IN PLATE MONITOR
Scale: 0.130" = 1'
Robbins Engineering, Inc./Online
P1us-
K -S3 0.39 4045 C 0.11
0.28
H# LOCK 7.Ox12.0-0.6 1.8 0.75
S3-B 0.59 3948 C 0.23
0.36
Online Plus -- Version 18.0.014
B -C 0.19 2828 C 0.05
0.14
# = Plate Monitor used
RUN DATE: 01-DEC-05
C -L 0.33 3648 C 0.09
0.24
L -D 0.47 3664 C 0.17
0.30
REFER TO ROBBINS ENG. GENERAL
CSI -Size- ----Lumber----
D -M 0.39 3413 C 0.08
0.31
NOTES AND SYMBOLS SHEET FOR
TC 0.73 2x 4 SP-#2
M -S5 0.68 3339 C 0.21
0.47
ADDITIONAL SPECIFICATIONS.
BC 0.98 2x 4 SP-#2
S5-N 0.68, 3444 C 0.21
0.47
EX S2-S4 2x 4 SP-SS
N -S1 0.63 3772 C 0.23
0.40
NOTES:
EX H -E 2x 4 SP-SS
S1-O 0.53 3879 C 0.10
0.43
Trusses Manufactured by:
CW 0.76 2x 4 SP-#3
0 -E 0.73 4112 C 0.28
0.45
East Coast Lumber
WB 0.92 2x 4 SP-#3
--------Bottom Chords---------
Analysis Conforms To:
EX G -H 2x 4 SP-112
A -J 0.98 3817 T 0.31
0.67
FBC2004
PH --- 2x 4 SP-#3
J -S2 0.81 3763 T 0.63
0.18
OH Loading
S2-I 0.66 3763 T 0.32
0.34
Soffit psf 2.0
Brace truss as follows:
I -S4 0.55 2529 T 0.21
0.34
Provide connection to bearing
O.C. From To
S4-G 0.86 2529 T 0.42
0.44
for 324 Lbs Horiz Reaction
TC Cont. 0- 0- 0 50- 0- 0
F -H 0.93 153 C 0.00
0.93
Design checked for LL on BC
BC Cont. 0- 0- 0 50- 0- 0
H -E 0.53 3677 T 0.16
0.37
per BOCA (section 1606.2.3)
WB 1 rows CLB on J -C
---------- Chord -webs ----------
and IBC/IRC-2003.
WB 1 rows CLB on I -L
F -G 0.76 242 T 0.01
0.75
Design checked for 10 psf non-
WB 1 rows CLB on I -D
G -M 0.14 389 C 0.14
0.00
concurrent LL on BC.
WB 1 rows CLB on G -N
-------------Webs-------------
Prevent truss rotation at all
WB 1 rows CLB on F -M
K -J 0.12 377 C
bearing locations.
Attach CLB with (2)-10d nails
J -B 0.51 1619 T
NOTE: USER MODIFIED PLATES
at each web.
J -C 0.43 1399 C
1 Br
This design may have plates
C -I 0.77 937 C
selected through a plate
Loading Live Dead (psf)
I -L 0.10 354 C
1 Br
monitor.
TC 20.0 15.0
I -D 0.53 1664 T
1 Br
Wind Loads - ANSI / ASCE 7-02
BC 0.0 5.0
D -G 0.92 1447 T
Truss is designed as a Main
Total 20.0 20.0 40.0
G -N 0.15 484 C
1 Br
Wind -Force Resistance System.
Spacing 24.0"
G -H 0.88 3526 T
Wind Speed: 120 mph
Lumber Duration Factor 1.25
N -H 0.08 265 T
Mean Roof Height: 18-0
Plate Duration Factor 1.25
H -0 0.15 428 C
Exposure Category: B
TC Fb=1.15 Fc=1.10 Ft=1.10
Occupancy Factor : 1.00
BC Fb=1.10 Fc=1.10 Ft=1.10
LL Defl -0.53" in S4-G L/999
Building Type: Enclosed
TL Defl -0.91" in S4-G L/644
Zone location: Exterior
Shear // Grain in S5-N
0.29
TC Dead Load 7.0 psf
Plus 6 Wind Load Case(s)
DL Defl -0.48" at S4 L/999
BC Dead Load 3.0 psf
Plus 1 UBC LL Load Case(s)
Max comp. force 4275 Lbs
Plus 1 BC LL Load Case(s)
Plates for each ply each
face.
Quality Control Factor 1.00
PLATING CONFORMS TO TPI.
Checked for NonConcurrent 200
REPORTS: SBCCI 9761
FABRICATOR NOTES:
Lbs Moving Point Load applied
ROBBINS ENGINEERING, INC.
1. EAST COAST LUMBER 6 SUPPLY
at Panel Points and Mid -panel
BASED ON SP LUMBER
J.C. WEBER P.E.#17455
on BC
USING GROSS AREA TEST.
5285 ST. LUCIE BLVD.
Plate - LOCK 20 Ga, Gross
Area
FORT PIERCE FL. 34946
Jt React Uplft Size Req'd
Plate - RHS 20 Ga, Gross
Area
2. M CAUTION M READ "BCSI-B1
Lbs Lbs In-Sx In-Sx
Jt Type Plt Size X Y
JSI
SUMMARY SHEET" BEFORE
A 2321 559 8- 0 2-12
A LOCK 3.Ox 6.0 1.4 0.7
0.97
HANDLING , INSTALLING 6
Hz = -320
A LOCK 7.Ox 6.0 4.3 1.0
0.60
BRACING TRUSSES.
E 2259 561 8- 0 2-11
B LOCK 6.Ox 6.0 0.9-3.6
0.88
3. SEE ATTACHED DETAIL SHEET
Hz = 324
D LOCK 6.Ox 6.0 Ctr-0.6
0.75
FOR: 1-JACK NAILS.
E LOCK 3.Ox 6.0-1.4 0.7
0.93
2-TBRACE. 3-HEARING BLOCK.
Membr CSI P Lbs Axl-CSI-Bnd
E LOCK 7.Ox 6.0-4.3 1.0
0.55
4. DESIGNER: JIB
----------Top Chords----------
S2 LOCK 4.Ox 8.0 Ctr 0.2
0.83
A -K 0.57 4275 C 0.24 0.33
G LOCK 7.Ox10.0 Ctr 1.8
0.86
Robbins Engineering. Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/1R005 9:12:55 AM Page 1
Job
Mark
Quan
Type Span
P1-H1
Left OH Right
OH
Engineering
CARC2T
HID
1 1
SP 500000
6
1- 2- 0 1- 2-
0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
HO 4-3
HO 4-3
0
b
0
O
N
O
TC
15-0-0
.2-8-11 7-4-0 1
24-11-15
N
0
1"
6x6
D
T
6 �-
2x4
3-
8- 0
6x6
6x6
L
3x10
I
I
B
C
SS
!
3x8
3x6
6 S1
2x4
M
12-10-3
6
1-4-OA
K
3x8
1-4-OG
S2 2x4
N
7x6
3x6
A
7x6
m
3x6
I I r1-
4- 0 J
S3
I S4
G
E
W:800
T 3x6 3x8
4x10 3x8 7x10
F
H
R:2344
U: 559
2x4
#7x12
W:800
SPL
R:2267
U: 560
BCJ
29-0-0
21-0-0
50-0-0
ALL PLATES
ARE LOCK20, # = PLATE
SELECTED
IN PLATE MONITOR
Scale: 0.130" = 1'
Robbins Engineering, Inc./Online Plus"
A -K 0.76 4300 C 0.30
0.46
# = Plate Monitor used
K -S1 0.69 4141 C 0.11
0.58
Online Plus -- Version 18.0.014
Sl-B 0.80 4029 C 0.32
0.48
REFER TO ROBBINS ENG. GENERAL
RUN DATE: 01-DEC-05
B -C 0.72 3791 C 0.09
0.63
NOTES AND SYMBOLS SHEET FOR
C -D 0.89 3612 C 0.25
0.64
ADDITIONAL SPECIFICATIONS.
CSI -Size- ----Lumber----
D -L 0.43 3411 C 0.07
0.36
TC 0.76 2x 4 SP-412
L -S5 0.75 3357 C 0.23
0.52
NOTES:
EX S1-B 2x 4 SP-SS
S5-M 0.75 3463 C 0.23
0.52
Trusses Manufactured by:
EX C -D 2x 4 SP-SS
M -S2 0.63 3790 C 0.23
0.40
East Coast Lumber
BC 1.00 2x 4 SP-1112
S2-N 0.52 3897 C 0.10
0.42
Analysis Conforms To:
EX S3-S4 2x 4 SP-SS
N -E 0.73 4129 C 0.28
0.45
FBC2004
EX H -E 2x 4 SP-SS
--------Bottom Chords---------
ON Loading
CW 0.75 2x 4 SP-#3
A -J 1.00 3847 T 0.31
0.69
Soffit paf 2.0
WB 0.89 2x 4 SP-#3
J -S3 0.77 3199 T 0.53
0.24
Provide connection to bearing
EX G -H 2x 4 SP-#2
S3-I 0.62 3198 T 0.27
0.35
for 324 Lbs Horiz Reaction
PH --- 2x 4 SP-113
I -S4 0.57 2559 T 0.22
0.35
Design checked for LL on BC
S4-G 0.86 2559 T 0.42
0.44
per BOCA (section 1606.2.3)
Brace truss as follows:
F -H 0.93 152 C 0.00
0.93
and IBC/IRC-2003.
O.C. From To
H -E 0.53 3692 T 0.16
0.37
Design checked for 10 paf non-
TC Cont. 0- 0- 0 50- 0- 0
---------- Chord -Webs ----------
concurrent LL on BC.
BC Cont. 0- 0- 0 50- 0- 0
F -G 0.75 242 T 0.01
0.74
Prevent truss rotation at all
WB 1 rows CLB on C -I
G -L 0.12 346 C 0.12
0.00
bearing locations.
WB 1 rows CLB on G -M
-------------Webs-------------
NOTE: USER MODIFIED PLATES
WB 1 rows CLB on F -L
K -J 0.15 485 C
This design may have plates
Attach CLB with (2)-10d nails
J -B 0.26 716 T
selected through a plate
at each web.
B -I 0.36 1124 T
monitor.
C -I 0.56 2063 C
1 Br
Wind Loads - ANSI / ASCE 7-02
Loading Live Dead (paf)
I -D 0.89 1541 T
Trues is designed as a Main
TC 20.0 15.0
D -G 0.88 1402 T
Wind -Force Resistance System.
BC 0.0 5.0
G -M 0.16 489 C
1 Br
Wind Speed: 120 mph
Total 20.0 20.0 40.0
G -H 0.88 3536 T
Mean Roof Height: 18-0
Spacing 24.0"
M -H 0.08 265 T
Exposure Category: B
Lumber Duration Factor 1.25
H -N 0.15 426 C
Occupancy Factor : 1.00
Plate Duration Factor 1.25
Building Type: Enclosed
TC Fb=1.15 Fc=1.10 Ft=1.10
LL Defl -0.53" in S4-G L/999
Zone location: Exterior
BC Fb=1.10 Fc=1.10 Ft=1.10
TL Defl -0.90" in S4-G L/645
TC Dead Load 7.0 pef
Shear // Grain in C -D
0.34
BC Dead Load 3.0 pef
DL Defl -0.47" at S4 L/999
Max comp. force 4300 Lbs
Plus 6 Wind Load Case(s)
Quality Control Factor 1.00
Plus 1 UBC LL Load Case(s)
Plates for each ply each
face.
Plus 1 BC LL Load Case(s)
PLATING CONFORMS TO TPI.
FABRICATOR NOTES:
REPORTS: SBCCI 9761
1. EAST COAST LUMBER 6 SUPPLY
Checked for NonConcurrent 200
ROBBINS ENGINEERING, INC.
J.C. WEBER P.E.#17455
Lbs Moving Point Load applied
BASED ON SP LUMBER
5285 ST. LUCIE BLVD.
at Panel Points and Mid -panel
USING GROSS AREA TEST.
FORT PIERCE FL. 34946
on BC
Plate - LOCK 20 Ga, Gross
Area
2. !!!CAUTION!!! READ 1-BCSI-B1
Plate - RHS 20 Ga, Grose
Area
SUMMARY SHEET" BEFORE
Jt React Uplft Size Req'd
Jt Type Plt Size X Y
JSI
HANDLING , INSTALLING 6
Lbs Lbs In-Sx In-Sx
A LOCK 3.Ox 6.0 1.4 0.7
0.97
BRACING TRUSSES.
A 2345 559 8- 0 2-12
A LOCK 7.Ox 6.0 4.3 1.0
0.61
3. SEE ATTACHED DETAIL SHEET
Hz = -320
B LOCK 6.Ox 6.0 0.7-4.1
0.87
FOR: 1-JACK NAILS.
E 2267 561 8- 0 2-11
D LOCK 6.Ox 6.0 Ctr-0.6
0.75
2-TBRACE. 3-BEARING BLOCK.
Hz = 325
E LOCK 3.Ox 6.0-1.4 0.7
0.93
4. DESIGNER: JIB
E LOCK 7.Ox 6.0-4.3 1.0
0.56
Membr CSI P Lbs Axl-CSI-Bnd
G LOCK 7.Ox10.0 Ctr 1.8
0.86
----------Top Chords----------
H# LOCK 7.Oxl2.0-0.6 1.8
0.76
Robbins Engineering. Inc./Online Plus- 0 1998-2005 Version 18.0.014
Engineering - Portrait 12/12005 9:12:55 AM
Page 1
Job
Mark
Quan
Type Span
P1-H1 Left OH Right
OH
Engineering
CARC2T
HIE
1 1
SP 500000
6 1- 2- 0 1- 2-
0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
NO 4-3
NO 4-3
a
o
N
N
O
TC
17-0-0
12-8-11 5-4-0 1
24-11-15
N
N
O
1•4
6x6
m
D
6
T
2- 8- 0
6x6 6x6
2x4
8 C
M 3x8
-
S4
6r-
2x4
3x6
12-10-3
3x8
I'
N 6
1-4-OA
2x4 S1
3x10
1-4-OG
K
S2
2x4
7x6
0
3x6
A
7x6
R
3x6
1- 4- 0
J S5
I S3
G
E
W:800
!b
4x84x8
5x8 3x8
7x10
P H
�q
I I
R:2364
U: 559
2x4 97xl2
W:800
SPL
R:2296
U: 560
BC
30-6-0
1 19-6-0
50-0-0
ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR
Scale: 0.130" = 1'
Robbins Engineering, Inc./Online P1us-
S1-L 0.48 4042 C 0.10
0.38
HN LOCK 7.Oxl2.0-0.6 1.8 0.83
L -B 0.93 4099 C 0.31
0.62
Online Plus -- Version 18.0.014
B -C 0.44 3349 C 0.07
0.37
# = Plate Monitor used
RUN DATE: 01-DEC-05
C -D 0.70 3719 C 0.16
0.54
D -M 0.40 3704 C 0.09
0.31
REFER TO ROBBINS ENG. GENERAL
CSI -Size- ----Lumber----
M -S4 0.40 3619 C 0.09
0.31
NOTES AND SYMBOLS SHEET FOR
TC 0.93 2x 4 SP-#2
S4-N 0.52 3715 C 0.09
0.43
ADDITIONAL SPECIFICATIONS.
BC 0.67 2x 4 SP-SS
N -S2 0.64 3919 C 0.24
0.40
EX F -H 2x 4 SP-#2
S2-0 0.54 4020 C 0.25
0.29
NOTES:
EX H -E 2x 4 SP-#2
O -E 0.55 4222 C 0.23
0.32
Trusses Manufactured by:
CW 0.94 2x 4 SP-H3
--------Bottom Chords---------
East Coast Lumber
WB 0.99 2x 4 SP-#3
A -J 0.54 3908 T 0.16
0.38
Analysis Conforms To:
EX G -H 2x 4 SP-#2
J -S5 0.34 3093 T 0.26
0.08
FBC2004
PB --- 2x 4 SP-83
SS -I 0.67 3093 T 0.26
0.41
OH Loading
I -S3 0.63 2597 T 0.22
0.41
Soffit psf 2.0
Brace truss as follows:
S3-G 0.54 2597 T 0.22
0.32
Provide connection to bearing
O.C. From To
F -H 0.90 189 C 0.00
0.90
for 324 Lbs Horiz Reaction
TC Cont. 0- 0- 0 50- 0- 0
H -E 0.94 3772 T 0.31
0.63
Design checked for LL on BC
BC Cont. 0- 0- 0 50- 0- 0
---------- Chord -Webs ----------
per BOCA (section 1606.2.3)
WB 1 rows CLB on I -C
F -G 0.94 241 T 0.01
0.93
and IBC/IRC-2003.
WB 1 rows CLB on D -G
G -M 0.12 407 C 0.12
0.00
Design checked for 10 psf non-
WB 1 rows CLB on F -M
-------------Webs-------------
concurrent LL on BC.
Attach CLB with (2)-10d nails
K -J 0.13 295 C
Prevent truss rotation at all
at each web.
J -L 0.18 433 C
bearing locations.
J -B 0.55 920 T
NOTE: USER MODIFIED PLATES
Loading Live Dead (psf)
B -1 0.27 870 T
This design may have plates
TC 20.0 15.0
I -C 0.59 1934 C
1 Br
selected through a plate
BC 0.0 5.0
I -D 0.99 1678 T
monitor.
Total 20.0 20.0 40.0
D -G 0.50 1560 T
1 Br
Wind Loads - ANSI / ASCE 7-02
Spacing 24.0"
G -N 0.36 384 C
Trues is designed as a Main
Lumber Duration Factor 1.25
G -H 0.83 3777 T
Wind -Force Resistance System.
Plate Duration Factor 1.25
N -H 0.08 225 T
Wind Speed: 120 mph
TC Fb=1.15 Fc=1.10 Ft=1.10
H -0 0.11 387 C
Mean Roof Height: 18-0
BC Fb=1.10 Fc=1.10 Ft=1.10
Exposure Category: B
LL Defl -0.70" in S3-G L/835
Occupancy Factor : 1.00
TL Defl -1.11" in S3-G L/523
Building Type: Enclosed
Plus 6 Wind Load Case(s)
Shear // Grain in L -B
0.27
Zone location: Exterior
Plus 1 UBC LL Load Case(s)
DL Defl -0.57" at S3 L/999
TC Dead Load 7.0 psf
Plus 1 BC LL Load Case(s)
BC Dead Load 3.0 psf
Plates for each ply each
face.
Max comp. force 4386 Lbs
Checked for NonConcurrent 200
PLATING CONFORMS TO TPI.
Quality Control Factor 1.00
Lbs Moving Point Load applied
REPORTS: SBCCI 9761
at Panel Points and Mid -panel
ROBBINS ENGINEERING, INC.
FABRICATOR NOTES:
on BC
BASED ON SP LUMBER
1. EAST COAST LUMBER 6 SUPPLY
USING GROSS AREA TEST.
J.C. WEBER P.E.N17455
Jt React Uplft Size Req'd
Plate - LOCK 20 Ga, Gross
Area
5285 ST. LUCIE BLVD.
Lbs Lbs In-Sx In-Sx
Plate - RHS 20 Ga, Gross
Area
FORT PIERCE FL. 34946
A 2364 559 8- 0 2-13
Jt Type Plt Size X Y
JSI
2. !!!CAUTION!!! READ "BCSI-Bl
Hz = -320
A LOCK 3.Ox 6.0 1.4 0.7
0.99
SUMMARY SHEET" BEFORE
E 2296 561 8- 0 2-11
A LOCK 7.Ox 6.0 4.3 1.0
0.63
HANDLING , INSTALLING 6
Hz = 325
B LOCK 6.Ox 6.0 0.7-4.1
0.92
BRACING TRUSSES.
D LOCK 6.Ox 6.0 Ctr-0.6
0.75
3. SEE ATTACHED DETAIL SHEET
Membr CSI P Lbs Axl-CSI-Bnd
E LOCK 3.Ox 6.0-1.4 0.7
0.95
FOR: 1-JACK NAILS.
----------Top Chords----------
E LOCK 7.Ox 6.0-4.3 1.0
0.58
2-TBRACE. 3-BEARING BLOCK.
A -K 0.48 4386 C 0.13 0.35
S5 LOCK 4.Ox 8.0 Ctr 0.2
0.76
4. DESIGNER: JIB
K -Sl 0.26 4115 C 0.14 0.12
G LOCK 7.0x10.0 Ctr 1.8
0.88
Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014
Engineering - Portrait 12/12005 9:12:56 AM
Page 1
Job
Mark
Quan
Type Span
P1-H1 Left OH Right
OH
Engineering
CARC2T
HIF
1 1
SP 500000
6 1- 2- 0 1- 2-
0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
HO 4-3
HO 4-3
• b
o
N
O
N
O
TC !'� !
19-0-0
12-8-1i 3-4-0 1
24-11-15
h� 1
66.8
if
D
6x6 6x6
1- 8- 0
H C
2x4
M 3x8
3x6
S4
L
3x10
3x6
12-10-3
S1 6 �
N� 6
1-4-OA
2x4
K
3x10
1-4-OG
S2
2x4
7x6
0
3x6
A
7x6
_
fall1-
4- 0 J S3
I SS P
G
3x6
E
W:800
!L 3x64x8
4x8 4x8 3x8
7x10 F H
�
R:2329
U: 559
2x4 g7x12
W:800
SPL
R:2263
U: 560
BC I
30-6-0
19-6-0
50-0-0
,
ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR
Scale: 0.130" = 1'
Robbins Engineering, Inc./Online Plus-
K -S1 0.46 4025 C 0.23
0.23
S5 LOCK 4.Ox 8.0 Ctr 0.2 0.81
S1-L 0.59 3928 C 0.23
0.36
P LOCK 3.Ox 8.0-0.5 Ctr 0.88
Online Plus -- Version 18.0.014
L -B 0.49 3193 C 0.07
0.42
G LOCK 7.Ox10.0 Ctr 1.8 0.81
RUN DATE: 01-DEC-05
B -C 0.18 2850 C 0.05
0.13
H# LOCK 7.Oxl2.0-1.0 1.8 0.75
C -D 0.35 2847 C 0.05
0.30
CSI -Size- ----Lumber----
D -M 0.46 3586 C 0.16
0.30
# = Plate Monitor used
TC 0.59 2x 4 SP-#2
M -S4 0.45 3494 C 0.08
0.37
BC 0.94 2x 4 SP-1112
S4-N 0.52 3592 C 0.09
0.43
REFER TO ROBBINS ENG. GENERAL
EX A -S3 2x 4 SP-SS
N -S2 0.59 3847 C 0.22
0.37
NOTES AND SYMBOLS SHEET FOR
EX S5-G 2x 4 SP-SS
S2-0 0.51 3946 C 0.22
0.29
ADDITIONAL SPECIFICATIONS.
CW 0.34 2x 4 SP-#3
O -E 0.55 4151 C 0.23
0.32
WB 0.56 2x 4 SP-113
--------Bottom Chords---------
NOTES:
EX G -H 2x 4 SP-112
A -J 0.54 3842 T 0.16
0.38
Trusses Manufactured by:
PH --- 2x 4 SP-113
J -S3 0.41 3390 T 0.29
0.12
East Coast Lumber
S3-I 0.90 3390 T 0.29
0.61
Analysis Conforms To:
Brace truss as follows:
I -S5 0.78 2954 T 0.49
0.29
FBC2004
O.C. From To
S5-P 0.57 2954 T 0.13
0.44
OR Loading
TC Cont. 0- 0- 0 50- 0- 0
P -G 0.34 2568 T 0.22
0.12
Soffit psf 2.0
BC Cont. 0- 0- 0 50- 0- 0
F -H 0.89 67 T 0.00
0.89
Provide connection to bearing
WB 1 rows CLB on L -I
B -E 0.94 3708 T 0.31
0.63
for 324 Lbs Boriz Reaction
WB 1 rows CLB on I -C
---------- Chord -Webs ----------
Design checked for LL on BC
WB 1 rows CLB on C -P
F -G 0.34 241 T 0.01
0.33
per BOCA (section 1606.2.3)
WB 1 rows CLB on D -G
G -M 0.13 434 C 0.13
0.00
and IBC/IRC-2003.
WB 1 rows CLB on G -N
-------------Webs-------------
Design checked for 10 psf non-
WB 1 rows CLB on F -M
K -J 0.15 392 C
concurrent LL on BC.
Attach CLB with (2)-10d nails
J -L 0.14 460 T
Prevent truss rotation at all
at each web.
L -I 0.25 765 C
1 Br
bearing locations.
I -B 0.36 1135 T
NOTE: USER MODIFIED PLATES
Loading Live Dead (psf)
I -C 0.15 409 C
1 Br
This design may have plates
TC 20.0 15.0
C -P 0.44 1097 C
1 Br
selected through a plate
BC 0.0 5.0
P -D 0.56 1267 T
monitor.
Total 20.0 20.0 40.0
D -G 0.44 1389 T
1 Br
Wind Loads - ANSI / ASCE 7-02
Spacing 24.0"
G -N 0.11 407 C
1 Br
Trues is designed as a Main
Lumber Duration Factor 1.25
G -H 0.86 3468 T
Wind -Force Resistance System.
Plate Duration Factor 1.25
N -H 0.07 229 T
Wind Speed: 120 mph
TC Fb=1.15 Fc=1.10 Ft=1.10
H -0 0.11 382 C
Mean Roof Height: 18-0
BC Fb=1.10 Fc=1.10 Ft=1.10
Exposure Category: B
LL Defl -0.46" in S3-I L/999
Occupancy Factor : 1.00
TL Defl -0.79" in F -H L/736
Building Type: Enclosed
Plus 6 Wind Load Case(s)
Shear // Grain in S5-P
0.43
Zone location: Exterior
Plus 1 UBC LL Load Case(s)
DL Defl -0.41" at F L/999
TC Dead Load 7.0 psf
Plus 1 BC LL Load Case(s)
BC Dead Load 3.0 psf
Plates for each ply each
face.
Max comp. force 4303 Lbs
Checked for NonConcurrent 200
PLATING CONFORMS TO TPI.
Quality Control Factor 1.00
Line Moving Point Load applied
REPORTS: SBCCI 9761
at Panel Points and Mid -panel
ROBBINS ENGINEERING, INC.
FABRICATOR NOTES:
on BC
BASED ON SP LUMBER
1. EAST COAST LUMBER 6 SUPPLY
USING GROSS AREA TEST.
J.C. WEBER P.E.#17455
Jt React Uplft Size Req'd
Plate - LOCK 20 Ga, Gross
Area
5285 ST. LUCIE BLVD.
Lba Lbs In-Sx In-Sx
Plate - RHS 20 Ga, Gross
Area
FORT PIERCE FL. 34946
A 2330 559 8- 0 2-12
Jt Type Plt Size X Y
JSI
2. !!!CAUTION!!! READ ,BCSI-Bl
Hz = -320
A LOCK 3.Ox 6.0 1.4 0.7
0.97
SUMMARY SHEET" BEFORE
E 2263 561 8- 0 2-11
A LOCK 7.Ox 6.0 4.3 1.0
0.61
HANDLING , INSTALLING 6
Hz = 324
B LOCK 6.Ox 6.0 0.9-3.6
0.75
BRACING TRUSSES.
D LOCK 6.Ox 8.0 Ctr-1.1
0.76
3. SEE ATTACHED DETAIL SHEET
Membr CSI P Lbs Axl-CSI-Bnd
E LOCK 3.Ox 6.0-1.4 0.7
0.94
FOR: 1-JACK NAILS.
----------Top Chords----------
E LOCK 7.Ox 6.0-4.3 1.0
0.56
2-TBRACE. 3-BEARING BLOCK.
A -K 0.50 4303 C 0.22 0.28
S3 LOCK 4.Ox 8.0 Ctr 0.2
0.86
4. DESIGNER: JIB
Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:12:57 AM Page 1
Job
Job
Mark _P
Mark
Quan
Type
Span
P1-H1 Left OH Right
OH
Engineering
CARC2T
Hl G
1
sP
s00000
6 1- 2- 0 1- 2-
o
CARC2T (ENGLE HOMES/CARACAS
ELEV.
2/M#4326)
HO 4-3
HO 4-3
0
0
0
,0
0
O
0
N
O
TCI''i 1
21-0-0
O
;2-8-11. 1
24-11-15
N
O
I~ I
6x6
D
6x6 6x6 6
8- 0�
B C
T
zx4
M 3x8
i
2x4
S5
6 �
T
3x10
3x6
12-10-3
Sl
3x6
N
� 6
1-4-OA
S
3x10
1-4-OG
92
2.4
7x6
O
3x6
A
7x6
ig
3x6
�1 1- 4- OR S3
Q
S4 P
G
E
- W:800
if 2x4 4x8
4x8
3x84x8
7x10 F H
pa
II
R:2
559
U: 559
2x4 #7xl2
W:800
SPL
R:2275
U: 560
BCj
30-6-0
19-6-0
n
�
50-0-0
ALL PLATES ARE LOCK20, # - PLATE SELECTED IN PLATE MONITOR
Scale: 0.130" = 1'
Robbins Engineering, Inc./Online P1us-
B -C 0.18 2770 C 0.05
0.13
H# LOCK 7.Oxl2.0-0.8 1.8 0.75
C -D 0.35 3035 C 0.06
0.29
Online Plus -- Version 18.0.014
D -M 0.51 3596 C 0.08
0.43
# = Plate Monitor used
RUN DATE: 01-DEC-05
M -S5 0.37 3526 C 0.08
0.29
S5-N 0.55 3624 C 0.19
0.36
REFER TO ROBBINS ENG. GENERAL
CSI -Size- ----Lumber----
N -S2 0.59 3875 C 0.22
0.37
NOTES AND SYMBOLS SHEET FOR
TC 0.86 2x 4 SP-#2
S2-0 0.52 3974 C 0.23
0.29
ADDITIONAL SPECIFICATIONS.
BC 0.96 2x 4 SP-112
O -E 0.56 4176 C 0.23
0.33
EX S4-G 2x 4 SP-SS
--------Bottom Chords---------
NOTES:
CW 0.39 2x 4 SP-113
A -R 0.80 3773 T 0.31
0.49
Trusses Manufactured by:
WB 0.93 2x 4 SP-#3
R -S3 0.82 3773 T 0.33
0.49
East Coast Lumber
EX G -H 2x 4 SP-#2
S3-Q 0.96 3774 T 0.63
0.33
Analysis Conforms To:
PH --- 2x 4 SP-#3
Q -S4 0.86 2679 T 0.44
0.42
FBC2004
S4-P 0.57 2679 T 0.23
0.34
OH Loading
Brace truss as follows:
P -G 0.56 2591 T 0.22
0.34
Soffit paf 2.0
O.C. From To
F -H 0.89 78 T 0.00
0.89
Provide connection to bearing
TC Cont. 0- 0- 0 50- 0- 0
H -E 0.94 3730 T 0.31
0.63
for 324 Lbs Horiz Reaction
BC Cont. 0- 0- 0 50- 0- 0
---------- Chord -Webs ----------
Design checked for LL on BC
WB 1 rows CLB on P -C
F -G 0.39 241 T 0.01
0.38
per BOCA (section 1606.2.3)
WB 1 rows CLB on D -G
G -M 0.12 388 C 0.12
0.00
and IBC/IRC-2003.
WB 1 rows CLB on F -M
-------------Webs-------------
Design checked for 10 paf non -
Attach CLB with (2)-10d nails
R -S 0.08 253 T
concurrent LL on BC.
at each web.
S -Q 0.42 520 C
Prevent truss rotation at all
Q -T 0.36 494 C
bearing locations.
Loading Live Dead (paf)
Q -B 0.93 1138 T
NOTE: USER MODIFIED PLATES
TC 20.0 15.0
B -P 0.16 394 T
This design may have plates
BC 0.0 5.0
P -C 0.60 1378 C
1 Br
selected through a plate
Total 20.0 20.0 40.0
P -D 0.64 1392 T
monitor.
Spacing 24.0"
D -G 0.43 1368 T
1 Br
Wind Loads - ANSI / ASCE 7-02
Lumber Duration Factor 1.25
G -N 0.40 413 C
Trues is designed as a Main
Plate Duration Factor 1.25
G -H 0.86 3503 T
Wind -Force Resistance System.
TC Fb=1.15 Fc=1.10 Ft=1.10
N -H 0.07 231 T
Wind Speed: 120 mph
BC Fb=1.10 Fc=1.10 Ft=1.10
H -0 0.11 383 C
Mean Roof Height: 18-0
Exposure Category: B
LL Defl -0.51" in Q -S4 L/999
Occupancy Factor : 1.00
Plus 6 Wind Load Cases)
TL Defl -0.84" in Q -S4 L/695
Building Type: Enclosed
Plus 1 UBC LL Load Case(s)
Shear // Grain in S3-Q
0.43
Zone location: Exterior
Plus 1 BC LL Load Case(s)
DL Defl -0.43" at S4 L/999
TC Dead Load 7.0 psf
BC Dead Load 3.0 pef
Checked for Non,Concurrent 200
Plates for each ply each
face.
Max comp. force 4221 Lbs
Lba Moving Point Load applied
PLATING CONFORMS TO TPI.
Quality Control Factor 1.00
at Panel Points and Mid -panel
REPORTS: SBCCI 9761
on BC
ROBBINS ENGINEERING, INC.
FABRICATOR NOTES:
BASED ON SP LUMBER
1. EAST COAST LUMBER 6 SUPPLY
Jt React Uplft Size Req'd
USING GROSS AREA TEST.
J.C. WEBER P.E.#17455
Lbs Lbs in-Sx In-Sx
Plate - LOCK 20 Ga, Gross
Area
5285 ST. LUCIE BLVD.
A 2316 559 8- 0 2-12
Plate - RHS 20 Ga, Gross
Area
FORT PIERCE FL. 34946
Hz = -320
Jt Type Plt Size X Y
JSI
2. !!!CAUTION!!! READ "BCSI-B1
E 2275 561 8- 0 2-11
A LOCK 3.Ox 6.0 1.4 0.7
0.95
SUMMARY SHEET" BEFORE
Hz = 325
A LOCK 7.Ox 6.0 4.3 1.0
0.58
HANDLING , INSTALLING 6
B LOCK 6.Ox 6.0 0.9-3.6
0.81
BRACING TRUSSES.
Membr CSI P Lbs Axl-CSI-Bnd
D LOCK 6.Ox 6.0 Ctr-0.6
0.75
3. SEE ATTACHED DETAIL SHEET
----------Top Chords----------
E LOCK 3.Ox 6.0-1.4 0.7
0.94
FOR: 1-JACK NAILS.
A -S 0.85 4221 C 0.32 0.53
E LOCK 7.Ox 6.0-4.3 1.0
0.57
2-TBRACE. 3-BEARING BLOCK.
S -S1 0.52 3765 C 0.10 0.42
S3 LOCK 4.Ox 8.0 Ctr 0.2
0.92
4. DESIGNER: JIB
Sl-T 0.59 3661 C 0.09 0.50
P LOCK 4.Ox 8.0 Ctr 0.5
0.93
T -B 0.86 3716 C 0.29 0.57
G LOCK 7.Ox10.0 Ctr 1.8
0.82
Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:12:58 AM Page 1
Job
Mark
Quan
Type
Span
P1-H1
Left
OH
Right OH
Engineering
CARC2T
HIH
1
sP
s00000
6
1- 2-
0
1- 2- o
CARC2T (ENGLE HOMES/CARACAS
ELEV.
2/M#4326)
HO 4-3
0,
0
HO 4-3
0
• 0
C4
O
0
v
O
0
N
O
TC �'� j
23-0-0
1, 1
25-8-0
6x6 6x6
B C
3x6
2x4
6
K
L
3x8
S4
3x10
3x6
13-2-3
2x4 S1
M
3x8
1-4-OA
J
S2
1-4-OF
2x4
7x6
N
3x6
7x6
A
TO
3x6
I�
II
1- 4- 0 I S3
H
S5
F
D
W:800
3x6 4x8
4x8
3x8
7x10
E
G
R:2367
2x4
#7xl2
W:800
U: 559
SPL
R:2291
U: 560
BCJ
36-6-0
1
19-6-0
1I
50-0-0
t�i
ALL PLATES ARE LOCK20,
# = PLATE SELECTED IN PLATE MONITOR
Scale: 0.131" = 1'
Robbins Engineering, Inc./Online Plus-
---------- Top Chords----------
F LOCK 7.0x10.0 Ctr 1.8 0.87
A -J 0.53 4334 C 0.26
0.27
G# LOCK 7.Oxl2.0-0.8 1.8 0.79
Online Plus -- Version 18.0.014
J -S1 0.63 4163 C 0.36
0.27
RUN DATE: 01-DEC-05
Sl-K 0.78 4037 C 0.34
0.44
# = Plate Monitor used
K -B 0.37 3178 C 0.04
0.33
CSI -Size- ----Lumber----
B -C 0.14 2524 C 0.10
0.04
REFER TO ROBBINS ENG. GENERAL
TC 0.66 2x 4 SP-1112
C -L 0.66 3697 C 0.23
0.43
NOTES AND SYMBOLS SHEET FOR
EX A -S1 2x 4 SP-SS
L -S4 0.50 3619 C 0.09
0.41
ADDITIONAL SPECIFICATIONS.
EX Sl-B 2x 4 SP-SS
S4-M 0.50 3717 C 0.09
0.41
BC 0.94 2x 4 SP-#2
M -S2 0.63 3928 C 0.24
0.39
NOTES:
EX A -S3 2x 4 SP-SS
S2-N 0.44 4027 C 0.10
0.34
Trusses Manufactured by:
EX S3-S5 2x 4 SP-SS
N -D 0.55 4212 C 0.23
0.32
East Coast Lumber
CW 0.86 2x 4 SP-#3
--------Bottom Chords---------
Analysis Conforme To:
WB 0.66 2x 4 SP-#3
A -I 0.53 3878 T 0.16
0.37
FBC2004
EX F -G 2x 4 SP-#2
I -S3 0.40 3207 T 0.27
0.13
OH Loading
PH --- 2x 4 SP-#3
S3-H 0.71 3207 T 0.27
0.44
Soffit psf 2.0
H -S5 0.65 2521 T 0.21
0.44
Provide connection to bearing
Brace truss as follows:
S5-F 0.93 2521 T 0.42
0.51
for 335 Lba Horiz Reaction
O.C. From To
E -G 0.89 174 C 0.00
0.89
Design checked for LL on BC
TC Cont. 0- 0- 0 50- 0- 0
G -D 0.94 3763 T 0.31
0.63
per BOCA (section 1606.2.3)
BC Cont. 0- 0- 0 50- 0- 0
---------- Chord -Webs ----------
and IBC/IRC-2003.
WB 1 rows CLB on K -H
E -F 0.86 241 T 0.01
0.85
Design checked for 10 psf non-
WB 1 rows CLB on H -C
F -L 0.14 455 C 0.14
0.00
concurrent LL on BC.
WB 1 rows CLB on C -F
-------------Webs-------------
Prevent truss rotation at all
WB 1 rows CLB on E -L
J -1 0.16 487 C
bearing locations.
Attach CLB with (2)-10d nails
I -K 0.31 744 T
NOTE: USER MODIFIED PLATES
at each web.
K -H 0.27 829 C
1 Br
This design may have plates
H -B 0.66 1176 T
selected through a plate
Loading Live Dead (psf)
H -C 0.13 242 C
1 Br
monitor.
TC 20.0 15.0
C -F 0.51 1599 T
1 Br
Wind Loads - ANSI / ASCE 7-02
BC 0.0 5.0
F -M 0.36 378 C
Trues is designed as a Main
Total 20.0 20.0 40.0
F -G 0.83 3725 T
Wind -Force Resistance System.
Spacing 24.0"
M -G 0.07 225 T
Wind Speed: 120 mph
Lumber Duration Factor 1.25
G -N 0.11 386 C
Mean Roof Height: 18-0
Plate Duration Factor 1.25
Exposure Category: B
TC Fb=1.15 Fc=1.10 Ft=1.10
LL Defl -0.61" in SS-F L/959
Occupancy Factor : 1.00
BC Fb=1.10 Fc=1.10 Ft=1.10
TL Defl -0.98" in S5-F L/595
Building Type: Enclosed
Shear // Grain in 31-K
0.33
Zone location: Exterior
DL Defl -0.46" at S5 L/999
TC Dead Load 7.0 pef
Plus 6 Wind Load Case(s)
BC Dead Load 3.0 pef
Plus 1 UBC LL Load Case(s)
Plates for each ply each
face.
Max comp. force 4334 Lbs
Plus 1 BC LL Load Case(s)
PLATING CONFORMS TO TPI.
Quality Control Factor 1.00
REPORTS: SBCCI 9761
Checked for NonConcurrent 200
ROBBINS ENGINEERING, INC.
FABRICATOR NOTES:
Lbs Moving Point Load applied
BASED ON SP LUMBER
1. EAST COAST LUMBER 6 SUPPLY
at Panel Points and Mid -panel
USING GROSS AREA TEST.
J.C. WEBER P.E.#17455
on BC
Plate - LOCK 20 Ga, Grose
Area
5285 ST. LUCIE BLVD.
Plate - RHS 20 Ga, Grose
Area
FORT PIERCE FL. 34946
Jt React Uplft Size Req'd
Jt Type Plt Size X Y
JSI
2. !)!CAUTION((! READ 11BCSI-B1
Lba Lbs In-Sx In-Sx
A LOCK 3.Ox 6.0 1.4 0.7
0.98
SUMMARY SHEET" BEFORE
A 2368 559 8- 0 2-13
A LOCK 7.Ox 6.0 4.3 1.0
0.62
HANDLING , INSTALLING 6
Hz = -331
B LOCK 6.Ox 6.0 0.9-3.6
0.75
BRACING TRUSSES.
D 2292 561 8- 0 2-11
C LOCK 6.Ox 6.0-0.7-4.1
0.89
3. SEE ATTACHED DETAIL SHEET
Hz = 336
D LOCK 3.Ox 6.0-1.4 0.7
0.95
FOR: 1-JACK NAILS.
D LOCK 7.Ox 6.0-4.3 1.0
0.58
2-TBRACE. 3-BEARING BLOCK.
Membr CSI P Lba Axl-CSI-Bnd
S3 LOCK 4.Ox 8.0 Ctr 0.2
0.75
4. DESIGNER: JIB
Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014
Engineering - Portrait 12/1/2005 9:12:59 AM
Page 1
Job
Mark
Quan
Type
Span
P1-H1
Left OH
Right
OH
Engineering
CARUT
Tll
1 2
SP
500000
6
1- 2- 0
1- 2-
0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
NO 4-3
HO 4-3
o
O
p
O
N
O
N
p
TC I
23-8-0
26-4-0
I~
7x6
I
B
3x6
2x4
�
J
6j
K
3x8
S3
3x10
3x6
13-6-3
2x4 S1
L
1-4-OA
I
3x8
1-4-OE
S5
2x4
7x6
M
3x6
A
7x6
m
3x6
®
H S2
G
S4 1- 4- 0
E
C
W:800
3x6 4x8
3x6
3x8 T7x10
R:2559
U: 559
2x4
#7xl2
W 800
SPL
R:2296
U: 560
BC
30-6-0
19-6-0
�}
50-0-0
ALL PLATES ARE LOCK20,
# = PLATE SELECTED IN PLATE MONITOR
Scale: 0.131" = 1'
Robbins Engineering, Inc./Online Plus-
---------- Top Chords----------
# = Plate Monitor used
A -i 0.55 4349 C 0.27
0.28
Online Plus -- Version 18.0.014
1 -S1 0.72 4168 C 0.33
0.39
REFER TO ROBBINS ENG. GENERAL
RUN DATE: 01-DEC-05
S1-J 0.74 4042 C 0.33
0.41
NOTES AND SYMBOLS SHEET FOR
J -B 0.40 3200 C 0.15
0.25
ADDITIONAL SPECIFICATIONS.
CSI -Size- ----Lumber----
B -K 0.96 3718 C 0.31
0.65
TC 0.96 2x 4 SP-#2
A -S3 0.56 3625 C 0.09
0.47
NOTES:
EX A -S1 2x 4 SP-SS
S3-L 0.49 3722 C 0.09
0.40
Trusses Manufactured by:
EX Sl-B 2x 4 SP-SS
L -SS 0.66 3929 C 0.25
0.41
East Coast Lumber
BC 0.94 2x 4 SP-#2
S5-M 0.45 4028 C 0.11
0.34
Analysis Conforms To:
EX A -S2 2x 4 SP-SS
M -C 0.55 4224 C 0.23
0.32
FBC2004
EX S2-S4 2x 4 SP-SS
--------Bottom Chords---------
OH Loading
CW 0.88 2x 4 SP-#3
A -H 0.53 3891 T 0.16
0.37
Soffit psf 2.0
WB 0.66 2x 4 SP-#3
H -S2 0.39 3227 T 0.27
0.12
Provide connection to bearing
EX E -F 2x 4 SP-#2
S2-G 0.72 3227 T 0.27
0.45
for 344 Lbs Horiz Reaction
PH --- 2x 4 SP-#3
G -S4 0.66 2473 T 0.21
0.45
Design checked for LL on BC
S4-E 0.94 2473 T 0.41
0.53
per BOCA (section 1606.2.3)
Brace truss as follows:
D -F 0.89 178 C 0.00
0.89
and IBC/IRC-2003.
O.C. From To
F -C 0.94 3773 T 0.31
0.63
Design checked for 10 psf non-
TC Cont. 0- 0- 0 SO- 0- 0
---------- Chord -Webs ----------
concurrent LL on BC.
BC Cont. 0- 0- 0 50- 0- 0
D -E 0.88 241 T 0.01
0.87
Prevent truss rotation at all
WB 1 rows CLB on J -G
E -K 0.15 485 C 0.15
0.00
bearing locations.
WB 1 rows CLB on B -E
-------------Webs-------------
NOTE: USER MODIFIED PLATES
WB 1 rows CLB on D -K
I -H 0.15 483 C
This design may have plates
Attach CLB with (2)-10d nails
H -J 0.31 735 T
selected through a plate
at each web.
J -G 0.27 841 C
1 Br
monitor.
G -B 0.66 1232 T
Wind Loads - ANSI / ASCE 7-02
Loading Live Dead (psf)
B -E 0.53 1656 T
1 Br
Truss is designed as a Main
TC 20.0 15.0
E -L 0.35 369 C
Wind -Force Resistance System.
BC 0.0 5.0
E -F 0.83 3744 T
Wind Speed: 120 mph
Total 20.0 20.0 40.0
L -F 0.07 225 T
Mean Roof Height: 18-0
Spacing 24.0"
F -M 0.11 388 C
Exposure Category: B
Lumber Duration Factor 1.25
Occupancy Factor : 1.00
Plate Duration Factor 1.25
LL Defl -0.63" in S4-E L/924
Building Type: Enclosed
TC Fb=1.15 Fc=1.10 Ft=1.10
TL Defl -1.01" in S4-E L/579
Zone location: Exterior
BC Fb=1.10 Fc=1.10 Ft=1.10
Shear // Grain in S1-J
0.33
TC Dead Load 7.0 psf
DL Defl -0.48" at S4 L/999
BC Dead Load 3.0 psf
Max camp. force 4349 Lbs
Plus 6 Wind Load Case(s)
Plates for each ply each
face.
Quality Control Factor 1.00
Plus 1 UBC LL Load Case(s)
PLATING CONFORMS TO TPI.
Plus 1 BC LL Load Case(s)
REPORTS: SBCCI 9761
FABRICATOR NOTES:
ROBBINS ENGINEERING, INC.
1. EAST COAST LUMBER b SUPPLY
Checked for NonConcurrent 200
BASED ON SP LUMBER
J.C. WEBER P.E.#17455
Lbs Moving Point Load applied
USING GROSS AREA TEST.
5285 ST. LUCIE BLVD.
at Panel Points and Mid -panel
Plate - LOCK 20 Ga, Gross
Area
FORT PIERCE FL. 34946
on BC
Plate - RHS 20 Ga, Gross
Area
2. !!!CAUTION!!! READ ,BCSI-Bl
Jt Type Plt Size X Y
JSI
SUMMARY SHEET" BEFORE
Jt React Uplft Size Req'd
A LOCK 3.Ox 6.0 1.4 0.7
0.98
HANDLING , INSTALLING b
Lbs Lbs In-Sx In-Sx
A LOCK 7.Ox 6.0 4.3 1.0
0.62
BRACING TRUSSES.
A 2376 559 8- 0 2-13
B LOCK 7.Ox 6.0 Ctr-1.1
0.86
3. SEE ATTACHED DETAIL SHEET
Hz = -340
C LOCK 3.Ox 6.0-1.4 0.7
0.95
FOR: 1-JACK NAILS.
C 2297 561 8- 0 2-11
C LOCK 7.Ox 6.0-4.3 1.0
0.58
2-TBRACE. 3-BEARING BLOCK.
Hz = 344
S2 LOCK 4.Ox 8.0 Ctr 0.2
0.75
4. DESIGNER: JIB
E LOCK 7.Ox10.0 Ctr 1.8
0.87
Membr CSI P Lbs Axl-CSI-Bnd
F# LOCK 7.Ox12.0-1.0 1.8
0.75
Robbins Engineering. Inc./Online Plus- O 1996-2005 Version 18.0.014
Engineering - Portrait 12/12005 9:13:00 AM
Page 1
Job
Mark
Quan
Type Span P1-H1
Left
OH Right OH
Engineering
CARC2T
HIR
1 1
SP 500000 6
1- 2-
0 1- 2- 0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
HO 4-3
HO 4-3
0
0
0
0
0
0
N
A
v
O
N
O
TC I ~ I
23-0-0
I'' 1
25-8-0
6x8
6x6 C
B
i
-r-
m
I
3x6
I
2x4
6� R
L 3x10
S5
3x12
W
6x6
11-10-3
2x4
S1
W
M
J
a
4xl4
'
S2 2x4
W
H
8x8
5x6
3x8
P 8x8
A
3x8
�-
II
1- 0- 0
I
(#1 H Sd
Q
S D
W: Boo
T
3x6 33
4x8 20G-RHS-5xlO
G U
2x4 E O ppqq
R:2826
20G-RHS-3x10
6x8
T
U: 559
V
2x4 6x8 WI800
2x4
R
2x4
F R:2827
2x4 2x4
20G-RHS-6x22 U: 560
2x4
1-3
32- 0- 0
5- 6-
0-a-i E 12- 6- 0 i>4
BC1
42-6-0
1 7-6-0
< �}
50-0-0
EXCEPT AS SHOWN ALL PLATES ARE LOCK20
Scale: 0.130" = 1'
Robbins Engineering, Inc./Online Plus-
J -S1 0.59 4986 C 0.36
0.23
D LOCK 3.Ox 8.0-2.4 1.1 0.96
S1-K 0.70 4868 C 0.36
0.34
D LOCK 8.0x 8.0-7.3 1.5 0.69
Online Plus -- Version 18.0.014
K -B 0.54 3704 C 0.23
0.31
S4 RHS 5.Ox10.0 Ctr 0.8 0.75
RUN DATE: 01-DEC-05
B -C 0.17 3090 C 0.10
0.07
G LOCK 6.Ox 8.0-0.5 Ctr 0.88
C -L 0.93 4793 C 0.44
0.49
F RHS 6.Ox22.0 0.1 1.2 0.95
CSI -Size- ----Lumber----
L -S5 0.32 4724 C 0.09
0.23
O LOCK 6.Ox 8.0-1.5 Ctr 0.95
TC 0.93 2x d SP-SS
SS-M 0.28 4812 C 0.10
0.18
Ex B -C 2x 4 SP-112
M -S2 0.93 8078 C 0.60
0.33
BC 0.97 2x 4 SP-SS
S2-N 0.93 8162 C 0.60
0.33
REFER TO ROBBINS ENG. GENERAL
CW 0.49 2x 4 SP-#3
N -P 0.44 8014 C 0.33
0.11
NOTES AND SYMBOLS SHEET FOR
WB 0.89 2x 4 SP-#3
P -D 0.28 5306 C 0.12
0.16
ADDITIONAL SPECIFICATIONS.
EX F -O 2x 4 SP-#2
--------Bottom Chords ---------
PB --- 2x 6 SP-#2
A -I 0.75 4638 T 0.40
0.35
NOTES:
EX S4-S4 2x 4 SP-#3
I -S3 0.68 3885 T 0.33
0.35
Trusses Manufactured by:
S3-H 0.89 3885 T 0.33
0.56
East Coast Lumber
Brace truss as follows:
H -S4 0.82 3076 T 0.26
0.56
Analysis Conforms To:
O.C. From To
S4-G 0.78 3076 T 0.26
0.52
FBC2004
TC Cont. 0- 0- 0 50- 0- 0
G -F 0.97 5234 T 0.45
0.52
OH Loading
BC Cont. 0- 0- 0 50- 0- 0
E -0 0.14 100 C 0.00
0.14
Soffit pef 2.0
WB 1 rows CLB on K -H
0 -D 0.54 4717 T 0.40
0.14
Provide connection to bearing
WB 1 rows CLB on H -C
---------- Chord -Webs ----------
for 335 Lbs Horiz Reaction
WB 1 rows CLB on C -G
E -F 0.49 222 T 0.00
0.49
Design checked for LL on BC
WB 1 rows CLB on G -M
F -N 0.05 323 C 0.05
0.00
per BOCA (section 1606.2.3)
Attach CLB with (2)-10d nails
-------------Webs-------------
and IBC/IRC-2003.
at each web.
J -L 0.15 465 C
Design checked for 10 pef non -
I -K 0.29 930 T
concurrent LL on BC.
Loading Live Dead (pef)
K -H 0.36 973 C
1 Br
Prevent trues rotation at all
TC 20.0 15.0
H -B 0.54 1303 T
bearing locations.
BC 10.0 3.0
H -C 0.13 250 C
1 Br
Wind Loads - ANSI / ASCE 7-02
Total 30.0 18.0 48.0
C -G 0.71 2218 T
1 Br
Trues is designed as a Main
Spacing 24.0"
G -L 0.42 463 C
Wind -Force Resistance System.
Lumber Duration Factor 1.25
G -M 0.33 1270 C
1 Br
Wind Speed: 120 mph
Plate Duration Factor 1.25
M -F 0.89 2803 T
Mean Roof Height: 18-0
TC Fb=1.15 Fc=1.10 Ft=1.10
F -P 0.81 2545 T
Exposure Category: B
BC Fb=1.10 Fc=1.10 Ft=1.10
F -0 0.94 5139 T
Occupancy Factor : 1.00
0 -P 0.35 2052 C
Building Type: Enclosed
Zone location: Exterior
Plus. 6 Wind Load Case(s)
LL Defl -0.92" in G -F L/635
TC Dead Load 7.0 pef
Plus 1 UBC LL Load Case(s)
TL Defl -1.29" in G -F L/454
BC Dead Load 3.0 psf
Plus 1 BC LL Load Case(s)
Shear // Grain in S4-G
0.43
Max comp. force 8162 Lbs
DL Defl -0.44" at S4 L/999
Quality Control Factor 1.00
Checked for NonConcurrent 200
Lbs Moving Point Load applied
Plates for each ply each
face.
FABRICATOR NOTES:
at Panel Pointe and Mid -panel
PLATING CONFORMS TO TPI.
1. EAST COAST LUMBER b SUPPLY
on BC
REPORTS: SBCCI 9761
J.C. WEBER P.E.#17455
ROBBINS ENGINEERING, INC.
5285 ST. LUCIE BLVD.
Jt React Uplft Size Req'd
BASED ON SP LUMBER
FORT PIERCE FL. 34946
Lbs Lbs In-Sx In-Sx
USING GROSS AREA TEST.
2. IIICAUTIONIII READ "SCSI-B1
A 2826 559 8- 0 3- 5
Plate - LOCK 20 Ga, Grose
Area
SUMMARY SHEET" BEFORE
Hz = -331
Plate - RES 20 Ga, Grose
Area
HANDLING , INSTALLING b
D 2828 561 8- 0 3- 5
Jt Type Plt Size X Y
JSI
BRACING TRUSSES.
Hz = 336
A LOCK 3.Ox 8.0 2.4 1.1
0.93
3. SEE ATTACHED DETAIL SHEET
A LOCK 8.0x 8.0 7.3 1.5
0.66
FOR: 1-JACK NAILS.
Membr CSI P Lbs Axl-CSI-Bnd
B LOCK 6.Ox 6.0 0.9-3.6
0.77
2-TBRACE. 3-BEARING BLACK.
----------Top Chords----------
C LOCK 6.Ox 8.0-0.9-3.8
0.82
4. DESIGNER: JIB
A -J 0.84 5186 C 0.43 0.41
S2 LOCK 4.Oxl4.0-0.1-0.2
0.92
Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:09 AM Page 1
Job
Mark
Quan
Type Span P1-H1
Left OH
Right OH
Engineering
CARC2T
HIQ
1 1
SP 500000 6
1- 2- 0
1- 2- 0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
HO 4-3
HO 4-3
0
P)
0
N
O
TC1 I
21-0-0
1 5-4-0 1
23-8-0
O
6x6
6x8
B
C
n
3x6
I
2x4
R
L 3x10
6
S2
3x12
6x6
12-2-3
2J4 31
M�
4x14
1-4-OA
N
S5 2.4
1-4-OF
N
I 8x8
W
5x6
3x8
P
A
8x8
@
3x8
1- 4- 0 I
H S4
3
D
W:800
3x6
4x8 -- 20G-RH3-Sx10
G
pq
R:2787
33
U
5x82x4 T
E
O II
U: 559
20G-RHS-3xlO
V
2x4 4x12 W:800
R 2x4 2x4
F
R:2763
W 2x4
6x16
U: 560
2x4
2x4
32- 0- 0
"'^-5- 6- 0 DIQ
12- 6-
0 v'
BC1
L
42-6-0
7-6-0
50-0-0
BI
EXCEPT AS SHOWN ALL PLATES ARE LOCK20
Scale: 0.131" = 1'
Robbins Engineering, Inc./Online Plus-
J -S1 0.77 4908 C 0.46
0.31
D LOCK 3.Ox 8.0-2.4 1.1 0.93
S1-K 0.93 4790 C 0.44
0.49
D LOCK 8.Ox 8.0-7.3 1.5 0.66
Online Plus -- Version 18.0.014
K -B 0.28 3658 C 0.05
0.23
S4 RHS 5.0x10.0 Ctr 0.8 0.82
RUN DATE: 01-DEC-05
B -C 0.47 3271 C 0.10
0.37
G LOCK 5.Ox 8.0-0.5 Ctr 0.97
C -L 0.47 4622 C 0.14
0.33
F LOCK 6.Oxl6.0 0.1 1.2 0.97
CSI -Size- ----Lumber----
L -S2 0.42 4574 C 0.25
0.17
O LOCK 4.Ox12.0-2.5 Ctr 0.99
TC 0.93 2x 4 SP-SS
S2-M 0.31 4662 C 0.17
0.14
EX B -C 2x 4 SP-#2
M -S5 0.86 7833 C 0.57
0.29
EX C -S2 2x 4 SP-#2
S5-N 0.87 7917 C 0.57
0.30
REFER TO ROBBINS ENG. GENERAL
BC 0.92 2x 4 SP-SS
N -P 0.42 7785 C 0.31
0.11
NOTES AND SYMBOLS SHEET FOR
CW 0.49 2x 4 SP-#3
P -D 0.27 5173 C 0.11
0.16
ADDITIONAL SPECIFICATIONS.
WB 0.90 2x 4 SP-#3
--------Bottom Chords ---------
EX F -O 2x 4 SP-#2
A -I 0.73 4571 T 0.39
0.34
NOTES:
PB --- 2x 6 SP-#2
I -S3 0.66 3799 T 0.32
0.34
Trusses Manufactured by:
EX S4-S4 2x 4 SP-#3
S3-H 0.88 3799 T 0.32
0.56
East Coast Lumber
H -S4 0.84 3271 T 0.28
0.56
Analysis Conforms To:
Brace truss as follows:
S4-G 0.76 3271 T 0.28
0.48
FBC2004
O.C. From To
G -F 0.92 5090 T 0.44
0.48
OH Loading
TC Cont. 0- 0- 0 50- 0- 0
E -O 0.14 100 C 0.00
0.14
Soffit psf 2.0
BC Cont. 0- 0- 0 50- 0- 0
O -D 0.53 4601 T 0.39
0.14
Provide connection to bearing
WB 1 rows CLB on K -H
---------- Chord -Webs ----------
for 308 Lbs Horiz Reaction
WB 1 rows CLB on H -C
E -F 0.49 222 T 0.00
0.49
Design checked for LL on BC
WB 1 rows CLB on G -M
F -N 0.05 307 C 0.05
0.00
per BOCA (section 1606.2.3)
Attach CLB with (2)-10d nails
-------------Webs-------------
and IBC/IRC-2003.
at each web.
J -I 0.16 484 C
Design checked for 10 psf non -
I -K 0.30 945 T
concurrent LL on BC.
Loading Live Dead (psf)
K -H 0.33 896 C
1 Br
Prevent truss rotation at all
TC 20.0 15.0
B -H 0.40 1257 T
bearing locations.
BC 10.0 3.0
H -C 0.10 209 C
1 Br
Wind Loads - ANSI / ASCE 7-02
Total 30.0 18.0 48.0
C -G 0.90 1892 T
Truss is designed as a Main
Spacing 24.0"
G -L 0.32 351 C
Wind -Force Resistance System.
Lumber Duration Factor 1.25
G -M 0.33 1272 C
1 Br
Wind Speed: 120 mph
Plate Duration Factor 1.25
M -F 0.86 2706 T
Mean Roof Height: 18-0
TC Fb=1.15 Fc=1.10 Ft=1.10
F -P 0.78 2453 T
Exposure Category: B
BC Fb=1.10 Fc=1.10 Ft=1.10
F -O 0.92 4992 T
Occupancy Factor : 1.00
O -P 0.34 1990 C
Building Type: Enclosed
Zone location: Exterior
Plus 6 Wind Load Case(s)
LL Defl -0.81" in H -S4 L/723
TC Dead Load 7.0 psf
Plus 1 UBC LL Load Case(s)
TL Defl -1.10" in G -F L/531
BC Dead Load 3.0 psf
Plus 1 BC LL Load Case(s)
Shear // Grain in S4-G 0.43
Max comp. force 7917 Lba
DL Defl -0.45" at S4 L/999
Quality Control Factor 1.00
Checked for NonConcurrent 200
Lbs Moving Point Load applied
Plates for each ply each face.
FABRICATOR NOTES:
at Panel Points and Mid -panel
PLATING CONFORMS TO TPI.
1. EAST COAST LUMBER 6 SUPPLY
on BC
REPORTS: SBCCI 9761
J.C. WEBER P.E.#17455
ROBBINS ENGINEERING, INC.
5285 ST. LUCIE BLVD.
Jt React Uplft Size Req'd
BASED ON SP LUMBER
FORT PIERCE FL. 34946
Lbs Lbs In-Sx In-Sx
USING GROSS AREA TEST.
2. !!!CAUTION!!! READ 11BCSI-B1
A 2788 559 8- 0 3- 5
Plate - LOCK 20 Ga, Gross
Area
SUMMARY SHEET" BEFORE
Hz - -304
Plate - RHS 20 Ga, Gross
Area
HANDLING , INSTALLING 6
D 2764 561 8- 0 3- 4
Jt Type Plt Size X Y
JSI
BRACING TRUSSES.
Hz = 308
A LOCK 3.Ox 8.0 2.4 1.1
0.92
3. SEE ATTACHED DETAIL SHEET
A LOCK B.Ox 8.0 7.3 1.5
0.64
FOR: 1-JACK NAILS.
Membr CSI P Lbs Axl-CSI-Bnd
B LOCK 6.Ox 6.0 0.9-3.6
0.75
2-TBRACE. 3-BEARING BLOCK.
----------Top Chords----------
C LOCK 6.Ox 8.0-0.9-3.8
0.77
4. DESIGNER: JIB
A -J 0.75 5107 C 0.39 0.36
35 LOCK 4.Oxl4.0-0.1-0.2
0.89
Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:08 AM
Page 1
Job
Mark
Quan
Type Span
P1-H1
Left OH
Right OH
Engineering
CARC2T
HIP
1 1
SP 500000
6
1- 2- 0
1- 2- 0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
NO 4-3
HO 4-3
0
0
Ni
0
0
N
O
0
TC1,4 I
19-0-0
1 9-4-0
1
21-8-0
h I
6x6 2x4
6x8
B Y
C
i
2x4
3x6
M
i
K
6
3xl0
6x6
'
2x4 S1
,�...
X
9-10-3
J
N
4x14
N
S2 2x4
N
8x8
w
5x6
3x8
I
P 8x8
A
M
3x8
1- 4- 0 I
H
.S3
T
D
W:800
3x6 S4
4x10 20G=
S-5x10
Q V
E
O
R:2796
20G-RHS-3xl0
6x8 W U
2x4
6x8 W 00
U: 559
R 2x4
F
R:2812
S 2x4
2x4
6x16
U: 560
2x4 2x4
2x4
ke
32- 0- 0
5- 6- 0-f>
12- 6-
0
BC
42-6-0
7-6-0
�3
50-0-0
EXCEPT AS SHOWN ALL PLATES ARE LOCK20
Scale: 0.131" = 1'
Robbins Engineering,
Inc./Online Plus -
A -J
0.87 5117 C
0.44
0.43
B LOCK 6.Ox 6.0 0.9-3.6 0.75
J -Sl
0.42 4923 C
0.29
0.13
C LOCK 6.Ox 8.0-0.9-3.8 0.79
Online Plus -- Version 18.0.014
S1-K
0.91 4821 C
0.39
0.52
S2 LOCK 4.Oxl4.0-0.1-0.2 0.91
RUN DATE: 01-DEC-05
K -B
0.38 3710 C
0.09
0.29
D LOCK 3.Ox 8.0-2.4 1.1 0.95
B -Y
0.30 3647 C
0.05
0.25
D LOCK 8.Ox 8.0-7.3 1.5 0.69
CSI -Size- ----Lumber----
Y -C
0.56 3643 C
0.18
0.38
S3 RHS S.Ox10.0 Ctr 0.8 0.85
TC 0.91 2x 4 SP-SS
C -M
0.27 4712 C
0.09
0.18
F LOCK 6.Oxl6.0 0.1 1.2 1.00
EX S1-B 2x 4 SP-112
M -X
0.43 4745 C
0.23
0.20
O LOCK 6.Ox 8.0-1.5 Ctr 0.94
BC 0.99 2x 4 SP-SS
X -S2
0.91 8017 C
0.60
0.31
CW 0.49 2x 4 SP-#3
S2-N
0.90 8100 C
0.60
0.30
WB 0.88 2x 4 SP-113
N -P
0.44 7958 C
0.32
0.12
REFER TO ROBBINS ENG. GENERAL
EX F -0 2x 4 SP-#2
P -D
0.28 5276 C
0.12
0.16
NOTES AND SYMBOLS SHEET FOR
PH --- 2x 6 SP-112
--------Bottom Chords---------
ADDITIONAL SPECIFICATIONS.
EX S3-S3 2x 4 SP-113
A -I
0.74 4576 T
0.39
0.35
I -S4
0.68 3906 T
0.33
0.35
NOTES:
Brace truss as follows:
S4-H
0.83 3906 T
0.33
0.50
Trusses Manufactured by:
O.C. From To
H -S3
0.81 3625 T
0.31
0.50
East Coast Lumber
TC Cont. 0- 0- 0 50- 0- 0
S3-Q
0.85 3625 T
0.31
0.54
Analysis Conforms To:
BC Cont. 0- 0- 0 50- 0- 0
Q -F
0.99 5208 T
0.45
0.54
FBC2004
WB 1 rows CLB on K -H
E -0
0.14 100 C
0.00
0.14
OH Loading
WB 1 rows CLB on Y -H
0 -D
0.54 4692 T
0.40
0.14
Soffit psf 2.0
WB 1 rows CLB on H -C
---------- Chord -Webs
----------
Design checked for LL on BC
WB 1 rows CLB on Q -X
E -F
0.49 222 T
0.00
0.49
per BOCA (section 1606.2.3)
Attach CLB with (2)-10d nails
F -N
0.05 304 C
0.05
0.00
and IBC/IRC-2003.
at each web.
-------------Webs-------------
Design checked for 10 psf non-
J -I
0.15 454 C
concurrent LL on BC.
Loading Live Dead (psf)
I -K
0.28 885 T
Prevent truss rotation at all
TC 20.0 15.0
K -H
0.32 870 C
1 Br
bearing locations.
BC 10.0 3.0
B -H
0.50 1582 T
Wind Loads - ANSI / ASCE 7-02
Total 30.0 18.0 48.0
Y -H
0.17 461 C
1 Br
Truss is designed as a Main
Spacing 24.0"
H -C
0.09 179 T
1 Br
Wind -Force Resistance System.
Lumber Duration Factor 1.25
C -Q
0.57 1797 T
Wind Speed: 120 mph
Plate Duration Factor 1.25
Q -M
0.21 237 C
Mean Roof Height: 18-0
TC Fb=1.15 Fc=1.10 Ft=1.10
Q -X
0.34 1309 C
1 Br
Exposure Category: B
BC Fb=1.10 Fc=1.10 Ft=1.10
X -F
0.88 2765 T
Occupancy Factor : 1.00
F -P
0.80 2519 T
Building Type: Enclosed
F -O
0.94 5108 T
Zone location: Exterior
Plus 6 Wind Load Case(s)
0 -P
0.35 2040 C
TC Dead Load 7.0 psf
Plus 1 UBC LL Load Case(s)
BC Dead Load 3.0 psf
Plus 1 BC LL Load Case(s)
LL Defl -0.89" in Q
-F L/659
Max comp. force 8100 Lbs
TL Defl -1.25" in Q
-F L/467
Quality Control Factor 1.00
Checked for NonConcurrent 200
Shear
// Grain in S3-Q
0.43
Lbs Moving Point Load applied
DL Defl -0.44" at S3
L/999
FABRICATOR NOTES:
at Panel Points and Mid -panel
1. EAST COAST LUMBER 6 SUPPLY
on BC
Plates for each ply
each
face.
J.C. WEBER P.E.#17455
PLATING CONFORMS TO
TPI.
5285 ST. LUCIE BLVD.
Jt React Uplft Size Req'd
REPORTS: SBCCI 9761
FORT PIERCE FL. 34946
Lbs Lbs In-Sx In-Sx
ROBBINS ENGINEERING,
INC.
2. I!!CAUTIONII! READ 11SCSI-B1
A 2796 559 8- 0 3- 5
BASED
ON SP LUMBER
SUMMARY SHEET" BEFORE
Hz = -276
USING
GROSS AREA TEST.
HANDLING , INSTALLING 6
D 2813 561 8- 0 3- 5
Plate
- LOCK 20 Ga,
Gross
Area
BRACING TRUSSES.
Hz = 281
Plate
- RHS 20 Ga,
Gross
Area
3. SEE ATTACHED DETAIL SHEET
Jt Type Plt Size X Y
JSI
FOR: 1-JACK NAILS.
Membr CSI P Lbs Axl-CSI-Bnd
A LOCK 3.Ox 8.0 2.4
1.1
0.92
2-TBRACE. 3-BEARING BLOCK.
----------Top Chords----------
A LOCK 8.0x 8.0 7.3
1.5
0.64
4. DESIGNER: JIB
Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:07 AM
Page 1
Job
Nark
Quan Type Span
P1-H1 Left OH
Right
OH
Engineering
CARC2T
H10
1 1 SP 500000
6 1- 2- 0
1- 2-
0
CARM (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 4-3
HO 4-3
0
0
N
0
0
N
O
TC 1. 1
17-0-0
1 13-4-0
1
19-8-0
0
6x6 2x4
6x8
B L
C 2x4
M
6 r-
2x4
P
3x6
3x8
N
10-2-3
2.4 S1
3x10
J
S2
2x4
1-4-OA
1-4-OF 7x6
O
3x6
A
7x6
3x6
®
1- 4- 0
I S3 H S4
F
D
_L
W:800
(ll
4x8 4x8 4x8 4x8
7x10 E
G
�
R:2345
U: 559
2x4
#7x12
II
W:800
SPL
R:2298
U: 560
BC1
32-0-0
18-0-0
b
50-0-0
,
ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR
Scale: 0.131" = 1'
Robbins Engineering, Inc./Online Plus-
P -B 0.79 4059 C 0.29
0.50
G# LOCK 7.Oxl2.0-0.8 1.8 0.75
B -L 0.56 3347 C 0.07
0.49
Online Plus -- Version 18.0.014
L -C 0.57 3485 C 0.08
0.49
# = Plate Monitor used
RUN DATE: 01-DEC-05
C -M 0.27 3908 C 0.10
0.17
M -N 0.55 3889 C 0.21
0.34
REFER TO ROBBINS ENG. GENERAL
CSI -Size- ----Lumber----
N -S2 0.53 3875 C 0.21
0.32
NOTES AND SYMBOLS SHEET FOR
TC 0.79 2x 4 SP-#2
S2-0 0.53 3968 C 0.21
0.32
ADDITIONAL SPECIFICATIONS.
BC 0.67 2x 4 SP-SS
O -D 0.45 4241 C 0.12
0.33
EX E -G 2x 4 SP-#2
--------Bottom Chords---------
NOTES:
EX G -D 2x 4 SP-#2
A -I 0.54 3886 T 0.16
0.38
Trusses Manufactured by:
CW 0.91 2x 4 SP-#3
I -S3 0.44 3037 T 0.26
0.18
East Coast Lumber
WB 0.51 2x 4 SP-#3
S3-H 0.66 3037 T 0.26
0.40
Analysis Conforms To:
EX F -G 2x 4 SP-#2
H -S4 0.67 3220 T 0.27
0.40
FBC2004
PB --- 2x 4 SP-#3
S4-F 0.51 3220 T 0.27
0.24
OH Loading
E -G 0.70 184 C 0.00
0.70
Soffit psf 2.0
Brace truss as follows:
G -D 0.96 3786 T 0.32
0.64
Design checked for LL on BC
O.C. From To
---------- Chord -Webs ----------
per BOCA (section 1606.2.3)
TC Cont. 0- 0- 0 50- 0- 0
E -F 0.91 232 T 0.01
0.90
and IBC/IRC-2003.
BC Cont. 0- 0- 0 50- 0- 0
F -M 0.24 273 C 0.24
0.00
Design checked for 10 psf non-
WB 1 rows CLB on H -L
-------------Webs-------------
concurrent LL on BC.
Attach CLB with (2)-10d nails
J -I 0.14 304 C
Prevent truss rotation at all
at each web.
I -P 0.18 417 C
bearing locations.
I -B 0.51 975 T
NOTE: USER MODIFIED PLATES
Loading Live Dead (psf)
B -H 0.21 670 T
This design may have plates
TC 20.0 15.0
H -L 0.16 510 C
1 Br
selected through a plate
BC 0.0 5.0
H -C 0.35 359 T
monitor.
Total 20.0 20.0 40.0
C -F 0.40 1269 T
Wind Loads - ANSI / ASCE 7-02
Spacing 24.0"
F -N 0.20 252 C
Truss is designed as a Main
Lumber Duration Factor 1.25
F -G 0.69 3781 T
Wind -Force Resistance System.
Plate Duration Factor 1.25
N -G 0.19 314 C
Wind Speed: 120 mph
TC Fb=1.15 Fc=1.10 Ft=1.10
G -0 0.13 366 C
Mean Roof Height: 18-0
BC Fb=1.10 Fc=1.10 Ft=1.10
Exposure Category: B
LL Defl -0.53" in S3-H L/999
Occupancy Factor : 1.00
TL Defl -0.85" in S4-F L/687
Building Type: Enclosed
Plus 6 Wind Load Case(s)
Shear // Grain in B -L
0.32
Zone location: Exterior
Plus 1 UBC LL Load Case(s)
DL Defl -0.49" at S4 L/999
TC Dead Load 7.0 psf
Plus 1 BC LL Load Case(s)
BC Dead Load 3.0 psf
Plates for each ply each
face.
Max comp. force 4363 Lbs
Checked for NonConcurrent 200
PLATING CONFORMS TO TPI.
Quality Control Factor 1.00
Lbs Moving Point Load applied
REPORTS: SBCCI 9761
at Panel Points and Mid -panel
ROBBINS ENGINEERING, INC.
FABRICATOR NOTES:
on BC
BASED ON SP LUMBER
1. EAST COAST LUMBER 6 SUPPLY
USING GROSS AREA TEST.
J.C. WEBER P.E.#17455
Jt React Uplft Size Req'd
Plate - LOCK 20 Ga, Gross
Area
5285 ST. LUCIE BLVD.
Lbs Lbs In-Sx In-Sx
Plate - RHS 20 Ga, Gross
Area
FORT PIERCE FL. 34946
A 2346 559 8- 0 2-12
Jt Type Plt Size X Y
JSI
2. !!!CAUTION!!! READ "SCSI-Bl
Hz = -249
A LOCK 3.Ox 6.0 1.4 0.7
0.99
SUMMARY SHEET" BEFORE
D 2298 561 8- 0 2-11
A LOCK 7.Ox 6.0 4.3 1.0
0.62
HANDLING , INSTALLING 6
Hz = 253
B LOCK 6.Ox 6.0 0.7-4.1
0.91
BRACING TRUSSES.
C LOCK 6.Ox 8.0-0.9-3.8
0.78
3. SEE ATTACHED DETAIL SHEET
Membr CSI P Lbs Axl-CSI-Bnd
D LOCK 3.Ox 6.0-1.4 0.7
0.96
FOR: 1-JACK NAILS.
----------Top Chords----------
D LOCK 7.Ox 6.0-4.3 1.0
0.59
2-TBRACE. 3-BEARING BLOCK.
A -J 0.52 4363 C 0.13 0.39
S3 LOCK 4.Ox 8.0 Ctr 0.2
0.77
4. DESIGNER: JIB
J -S1 0.33 4084 C 0.16 0.17
S4 LOCK 4.Ox 8.0 Ctr 0.2
0.75
SI-P 0.45 4009 C 0.10 0.35
F LOCK 7.0x10.0 Ctr 1.8
0.90
Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:06 AM Page 1
Job
Nark
Quan
Type Span
P1-H1 Left OH
Right
OH
Engineering
CARC2T
H1N
1 1
SP 500000
6 1- 2- 0
1- 2-
0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
' NO 4-3
NO 4-3
0
0
0
0
N
O
N
0
TC1. 1
15-0-0
1
17-4-0
1
17-8-0
1
6x6
3x6 3x83x6
6x6
B
S S2 L
C
6F__ 3x8
Sx6
3x6 S1
T
J
4xl2
9-2-3
S3
2x4
1-4-OA 7x6
1-4-OF
N
4x6
3x6
P 7x6
A
3x6
�41Q
I
S6 R
G
g
D
W:800
2x4 S4 4x8
4x8 3x6
S5 4x8
7x12
�
R:2271
20G-RHS-5xlO
20G-RHS-5xlO
2x4
4x8 WI800
U: 559
R:2256
U: 560
BC1
43-4-0
6-8-0
L
50-0-0
EXCEPT AS SHOWN ALL PLATES ARE LOCK20
Scale: 0.132" = 1'
Robbins Engineering,
Inc./Online Plus-
J -S1
0.62 3591 C
0.09
0.53
C LOCK 6.Ox 6.0-0.9-3.6 0.79
S1-B
0.82 3480 C
0.26
0.56
T LOCK 5.Ox 6.0 0.2-0.4 0.95
Online Plus -- Version 18.0.014
B -S
0.40 3135 C
0.06
0.34
S3 LOCK 4.Ox12.0-0.1-0.2 0.96
RUN DATE: 01-DEC-05
S -S2
0.43 3754 C
0.09
0.34
D LOCK 3.Ox 6.0-1.4 0.7 0.94
S2-L
0.46 3754 C
0.09
0.37
D LOCK 7.Ox 6.0-4.3 1.0 0.57
CSI -Size- ----Lumber----
L -C
0.47 3352 C
0.12
0.35
S4 RHS 5.0x10.0 Ctr 0.8 0.96
TC 0.93 2x 4 SP-#2
C -T
0.25 3878 C
0.06
0.19
S6 LOCK 4.Ox 8.0 Ctr 0.2 0.80
EX C -S3 2x 4 SP-SS
T -S3
0.83 6793 C
0.48
0.35
S5 RES 5.Ox10.0 Ctr 0.8 0.75
EX S3-D 2x 4 SP-SS
S3-N
0.82 6882 C
0.48
0.34
F LOCK 7.Oxl2.0 Ctr 1.7 0.90
BC 0.74 2x 4 SP-SS
N -P
0.34 6770 C
0.24
0.10
0 LOCK 4.Ox 8.0-1.5 Ctr 0.98
EX A -S4 2x 4 SP-#2
P -D
0.20 4171 C
0.07
0.13
EX E -D 2x 4 SP-112
--------Bottom Chords ---------
CW 0.62 2x 4 SP-#3
A -Q
0.85 3684 T
0.31
0.54
REFER TO ROBBINS ENG. GENERAL
WB 0.80 2x 4 SP-113
Q -S4
0.86 3684 T
0.33
0.53
NOTES AND SYMBOLS SHEET FOR
EX F -0 2x 4 SP-112
S4-I
0.74 3684 T
0.17
0.57
ADDITIONAL SPECIFICATIONS.
PB --- 2x 4 SP-#3
I -S6
0.49 3646 T
0.16
0.33
S6-R
0.57 3646 T
0.31
0.26
NOTES:
Brace truss as follows:
R -S5
0.58 3740 T
0.32
0.26
Trusses Manufactured by:
O.C. From To
S5-G
0.49 3740 T
0.32
0.17
East Coast Lumber
TC Cont. 0- 0- 0 50- 0- 0
G -F
0.58 4207 T
0.19
0.39
Analysis Conforms To:
BC Cont. 0- 0- 0 50- 0- 0
E -0
0.27 126 T
0.00
0.27
FBC2004
WB 1 rows CLB on J -I
O -D
0.82 3700 T
0.62
0.20
OH Loading
WB 1 rows CLB on I -S
---------- Chord -webs ----------
Soffit psf 2.0
WB 1 rows CLB on L -G
E -F
0.62 229 T
0.01
0.61
Design checked for LL on BC
Attach CLB with (2)-10d nails
F -N
0.05 327 C
0.05
0.00
per BOCA (section 1606.2.3)
at each web.
-------------Webs-------------
and IBC/IRC-2003.
Q -J
0.08 263 T
Design checked for 10 psf non -
Loading Live Dead (psf)
J -I
0.18 620 C
1 Br
concurrent LL on BC.
TC 20.0 15.0
i -B
0.36 1127 T
Prevent truss rotation at all
BC 0.0 5.0
I -S
0.30 852 C
1 Br
bearing locations.
Total 20.0 20.0 40.0
S -R
0.09 291 T
Wind Loads - ANSI / ASCE 7-02
Spacing 24.0"
R -L
0.09 102 C
Truss is designed as a Main
Lumber Duration Factor 1.25
L -G
0.23 609 C
1 Br
Wind -Force Resistance System.
Plate Duration Factor 1.25
C -G
0.43 1364 T
Wind Speed: 120 mph
TC Fb=1.15 Fc=1.10 Ft=1.10
G -T
0.72 1022 C
Mean Roof Height: 18-0
BC Fb=1.10 Fc=1.10 Ft=1.10
T -F
0.80 2506 T
Exposure Category: B
F -P
0.76 2389 T
Occupancy Factor : 1.00
F -0
0.71 3897 T
Building Type: Enclosed
Plus 6 Wind Load Case(s)
0 -P
0.26 1629 C
Zone location: Exterior
Plus 1 UBC LL Load Case(s)
TC Dead Load 7.0 psf
Plus 1 BC LL Load Case(s)
LL Defl -0.50" in R
-S5 L/999
BC Dead Load 3.0 psf
TL Defl -0.89" in G
-F L/658
Max comp. force 6882 Lbs
Checked for NonConcurrent 200
Shear
// Grain in S4-I
0.44
Quality Control Factor 1.00
Lbs Moving Point Load applied
DL Defl -0.54" at S6 L/999
at Panel Points and Mid -panel
FABRICATOR NOTES:
on BC
Plates for each ply
each
face.
1. EAST COAST LUMBER b SUPPLY
PLATING CONFORMS TO
TPI.
J.C. WEBER P.E.#17455
Jt React Uplft Size Req'd
REPORTS: SBCCI 9761
5285 ST. LUCIE BLVD.
Lbs Lbs In-Sx In-Sx
ROBBINS ENGINEERING,
INC.
FORT PIERCE FL. 34946
A 2272 559 8- 0 2-11
BASED
ON SP LUMBER
2. M CAUTION M READ 11SCSI-B1
Hz = -221
USING
GROSS AREA TEST.
SUMMARY SHEET" BEFORE
D 2256 561 8- 0 2-11
Plate
- LOCK 20 Ga,
Gross
Area
HANDLING , INSTALLING b
Hz = 225
Plate
- RHS 20 Ga,
Gross
Area
BRACING TRUSSES.
Jt Type Plt Size X Y
JSI
3. SEE ATTACHED DETAIL SHEET
Membr CSI P Lbs Axl-CSI-Bnd
A LOCK 3.Ox 6.0 1.4
0.7
0.93
FOR: 1-JACK NAILS.
----------Top Chords----------
A LOCK 7.Ox 6.0 4.3
1.0
0.55
2-TBRACE. 3-BEARING BLOCK.
A -J 0.93 4117 C 0.33 0.60
B LOCK 6.Ox 6.0 0.9-3.6
0.75
4. DESIGNER: JIB
Robbins Engineering. Inc./Online Plus^' O 1996.2005 Version 18.0.014
Engineering - Portrait 12/1/2005 9:13:05
AM
Pagel
Job
Mark
Quan
Type Span
P1-H1
Left OH
Right
OH
Engineering
CARC2T
HIM
1
SP 500000
6
1- 2- 0
1- 2-
0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
HO 4-3
0
HO 4-3
0
0
N
O
0
N
O
TC 1. I
13-0-0
1
21-4-0
15-8-0
6x6
3x6 3x12
2x4
6x8
3x8
B
P S1
Q
C
I
S4
3x8
8-2-3
2x4
V
2x4
3x12
O
6�
R
S2
1-4-OA
3x6
1-4-OJ 7x6
S
2-4-01
2-4-OH 3x6
m
3x8
U
1-4-OG A
7x6
1-4-OF
1- 0- 0
K
3x6
N
S3
L
I E
3x6 1- 4- O G F
D
W:800
3x6
20G-RHS-5x10
7x8
7x10
t'
2x4 7x16
.E
an
R:2208
U: 559
J
!8
H
2x4
T
4x8 W!800
2x4
7x16
R:2139
U: 560
BC�I
29-0-7
1
11-5-9
2-16-0.
6-8-0 1�
F
50-0-0
EXCEPT AS SHOWN ALL PLATES ARE LOCK20
Scale: 0.132" = 1'
Robbins Engineering,
Inc./Online Plus-
S1-Q
0.64 4512 C
0.28
0.36
B LOCK 6.Ox 6.0 0.7-4.1 0.87
Q -C
0.35 4527 C
0.08
0.27
C LOCK 6.Ox 8.0-1.1-3.8 0.77
Online Plus -- Version 18.0.014
C -V
0.52 4426 C
0.12
0.40
V LOCK 3.Ox 8.0 0.2-0.4 0.83
RUN DATE: 01-DEC-05
V -R
0.55 7100 C
0.38
0.17
D LOCK 3.Ox 6.0-1.4 0.7 0.89
R -S
0.58 7073 C
0.39
0.19
D LOCK 7.Ox 6.0-4.3 1.0 0.50
CSI -Size- ----Lumber----
S -S2
0.48 6307 C
0.31
0.17
S3 RHS 5.0x10.0 Ctr 0.8 0.96
TC 0.70 2x 4 SP-#2
S2-U
0.49 6352 C
0.31
0.18
L LOCK 7.Ox 8.0 1.0 Ctr 0.96
EX B -S1 2x 4 SP-SS
U -D
0.33 3930 C
0.10
0.23
I LOCK 7.Ox10.0 Ctr 1.8 0.87
EX S1-C 2x 4 SP-SS
--------Bottom Chords---------
H LOCK 7.Oxl6.0 Ctr 1.8 0.97
BC 0.99 2x 4 SP-#2
A -N
0.99 3608 T
0.31
0.68
F LOCK 7.Oxl6.0 Ctr 1.8 0.87
EX S3-J 2x 4 SP-SS
N -S3
0.96 3096 T
0.28
0.68
T LOCK 4.Ox 8.0-1.5 Ctr 0.94
EX I -H 2x 4 SP-SS
S3-L
0.85 3096 T
0.14
0.71
CW 0.79 2x 4 SP-#3
L -J
0.42 216 T
0.01
0.41
WB 0.77 2x 4 SP-#3
I -K
0.47 3963 T
0.34
0.13
REFER TO ROBBINS ENG. GENERAL
EX L -I 2x 4 SP-#2
K -H
0.54 4970 T
0.43
0.11
NOTES AND SYMBOLS SHEET FOR
EX H -F 2x 4 SP-SS
G -F
0.25 204 T
0.01
0.24
ADDITIONAL SPECIFICATIONS.
EX F -T 2x 4 SP-112
E -T
0.28 139 T
0.01
0.27
PB --- 2x 4 SP-#3
T -D
0.78 3490 T
0.58
0.20
NOTES:
----------
Chord -Webs ----------
Trusses Manufactured by:
Brace truss as follows:
J -I
0.79 235 T
0.00
0.79
East Coast Lumber
O.C. From To
I -Q
0.25 509 C
0.25
0.00
Analysis Conforms To:
TC Cont. 0- 0- 0 50- 0- 0
G -H
0.76 234 T
0.01
0.75
FBC2004
BC Cont. 0- 0- 0 50- 0- 0
H -R
0.03 173 C
0.03
0.00
OH Loading
E -F
0.69 230 T
0.01
0.68
Soffit psf 2.0
Loading Live Dead (psf)
F -S
0.13 769 C
0.13
0.00
Design checked for LL on BC
TC 20.0 15.0
-------------Webs-------------
per BOCA (section 1606.2.3)
BC 0.0 5.0
0 -N
0.15 413 C
and IBC/IRC-2003.
Total 20.0 20.0 40.0
N -B
0.17 558 T
Design checked for 10 psf non -
Spacing 24.0"
B -L
0.32 1021 T
concurrent LL on BC.
Lumber Duration Factor 1.25
L -P
0.61 948 C
Prevent truss rotation at all
Plate Duration Factor 1.25
L -I
0.77 3807 T
bearing locations.
TC Fb=1.15 Fc=1.10 Ft=1.10
P -I
0.20 623 T
Wind Loads - ANSI / ASCE 7-02
BC Fb=1.10 Fc=1.10 Ft=1.10
I -C
0.25 810 T
Truss is designed as a Main
K -C
0.34 1075 T
Wind -Force Resistance System.
K -V
0.58 1366 C
Wind Speed: 120 mph
Plus 6 Wind Load Case(s)
V -H
0.77 2401 T
Mean Roof Height: 18-0
Plus 1 UBC LL Load Case(s)
H -S
0.20 646 T
Exposure Category: B
Plus 1 BC LL Load Case(s)
H -F
0.55 5834 T
Occupancy Factor : 1.00
F -U
0.70 2208 T
Building Type: Enclosed
Checked for NonConcurrent 200
F -T
0.68 3684 T
Zone location: Exterior
Lbs Moving Point Load applied
T -U
0.26 1601 C
TC Dead Load 7.0 paf
at Panel Points and Mid -panel.
BC Dead Load 3.0 paf
on BC
LL Defl -0.58" in N
-S3 L/999
Max comp. force 7100 Lbs
TL Defl -1.05" in I
-K L/557
Quality Control Factor 1.00
Jt React Uplft Size Req'd
Shear
// Grain in S3-L
0.45
Lbs Lbs In-Sx In-Sx
DL Defl
-0.74" at J
L/791
FABRICATOR NOTES:
A 2208 559 8- 0 2-10
1. EAST COAST LUMBER 6 SUPPLY
Hz = -193
Plates
for each ply
each
face.
J.C. WEBER P.E.#17455 .
D 2139 561 8- 0 2- 8
PLATING CONFORMS TO
TPI.
5285 ST. LUCIE BLVD.
Hz = 198
REPORTS: SBCCI 9761
FORT PIERCE FL. 34946
ROBBINS ENGINEERING,
INC.
2. !!!CAUTION!!! READ ,BCSI-Bl
Membr CSI P Lbs Axl-CSI-Bnd
BASED
ON SP LUMBER
SUMMARY SHEET" BEFORE
----------Top Chords----------
USING
GROSS AREA TEST.
HANDLING , INSTALLING 6
A -0 0.52 4039 C 0.21 0.31
Plate
- LOCK 20 Ga,
Gross
Area
BRACING TRUSSES.
0 -S4 0.47 3810 C 0.10 0.37
Plate
- RHS 20 Ga,
Gross
Area
3. SEE ATTACHED DETAIL SHEET
S4-B 0.70 3717 C 0.23 0.47
Jt Type Plt Size X
Y
JSI
FOR: 1-JACK HAILS.
B -P 0.51 3849 C 0.20 0.31
A LOCK 3.Ox 6.0 1.4
0.7
0.91
2-TBRACE. 3-BEARING BLOCK.
P -S1 0.64 4512 C 0.28 0.36
A LOCK 7.Ox 6.0 4.3
1.0
0.53
Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014
Engineering - Portrait 12/1/2005 9:13:04 AM
Page 1
Job
Mark
Quan
Type Span
P1-H1
Left OH
Right
OH
Engineering
CARC2T
HIL
1 1
SP 500000
6
1- 2- 0
1- 2-
0
I
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
HO 4-3
HO 4-3
0
0
N
0
0
O
TC 1,1 1 11-0-0
1
25-4-0
1
13-8-0
N
p
114
6x6
2x4
4x8 3x8
2x4
6x8
B
Z
P S1
Q
C
_r 6
2x4
7-2-3
N4
R
3x6 3x8
1-4-OA
S S2
1-4-OJ
3x6
2-4-0I 4x6
to
V
2-4-OH A
1-4-OG
1- 0- 0 K
�1
4x6
1-4-OF
M S3
Y
S4 L
I
�
(➢ 2x41_ 4_W F
D
3x6 3x8
4x8
3x83x6
7x10
-E2x4 7x12
fl
J
H
E
2x4
U
3x6
W:800
W:800
2x4
7x10
�{
R: 187
R:3123
I I
U: 217
U: 799
W:800
R:1199
U: 322
scl
14-11-5
1
14-1-2
1
11-5-9
2-20-0
6-8-0 r
I"
50-0-0
ALL PLATES ARE LOCK20
Scale: 0.132" = V
Robbins Engineering,
Inc./Online P1us-
Q -C
0.69
1256
C
0.01
0.68
Jt Type Plt Size X Y JSI
C -R
0.69
2981
C
0.05
0.64
A LOCK 4.Ox 6.0 Ctr 0.1 0.81
Online Plus -- Version 18.0.014
R -S
0.26
3038
C
0.07
0.19
B LOCK 6.Ox 6.0 0.7-4.1 0.87
RUN DATE: 01-DEC-05
S -S2
0.14
2980
C
0.06
0.08
C LOCK 6.Ox 8.0-1.1-3.8 0.77
S2-V
0.16
3026
C
0.07
0.09
D LOCK 4.Ox 6.0 Ctr 0.1 0.81
CSI -Size- ----Lumber----
V -D
0.14
1999
C
0.02
0.12
I LOCK 7.Ox10.0 Ctr 1.8 0.74
TC 0.83 2x 4 SP-#2
--------Bottom
Chords---------
H LOCK 7.Ox10.0 Ctr 1.8 0.89
BC 0.62 2x 4 SP-#2
A -M
0.58
664
C
0.00
0.58
F LOCK 7.Oxl2.0 Ctr 1.8 0.98
CW 0.55 2x 4 SP-#3
M -S3
0.34
1136
C
0.00
0.34
U LOCK 3.Ox 6.0-0.5 Ctr 0.97
WB 0.89 2x 4 SP-#3
S3-Y
0.46
1136
C
0.00
0.46
Y -S4
0.46
170
T
0.00
0.46
Brace truss as follows:
S4-L
0.34
170
T
0.00
0.34
REFER TO ROBBINS ENG. GENERAL
O.C. From To
L -J
0.58
147
C
0.00
0.58
NOTES AND SYMBOLS SHEET FOR
TC Cont. 0- 0- 0 50- 0- 0
I -K
0.62
1664
T
0.17
0.45
ADDITIONAL SPECIFICATIONS.
BC Cont. 0- 0- 0 50- 0- 0
K -H
0.51
1664
T
0.27
0.24
WB 1 rows CLB on Y -P
G -F
0.23
148
T
0.01
0.22
NOTES:
WB 1 rows CLB on I -C
E -U
0.24
72
T
0.00
0.24
Trusses Manufactured by:
Attach CLB with (2)-10d nails
U -D
0.37
1778
T
0.17
0.20
East Coast Lumber
at each web.
---------- Chord
-Webs ----------
Analysis Conforms To:
J -i
0.54
227
T
0.00
0.54
FBC2004
Loading Live Dead (psf)
I -Q
0.20
567
C
0.20
0.00
OH Loading
TC 20.0 15.0
G -H
0.55
225
T
0.01
0.54
Soffit psf 2.0
BC 0.0 5.0
H -R
0.02
101
C
0.02
0.00
Design checked for LL on BC
Total 20.0 20.0 40.0
E -F
0.35
221
T
0.00
0.35
per BOCA (section 1606.2.3)
Spacing 24.0"
F -S
0.04
261
C
0.04
0.00
and IBC/IRC-2003.
Lumber Duration Factor 1.25
-------------Webs-------------
Design checked for 10 psf non -
Plate Duration Factor 1.25
N -M
0.09
388
C
concurrent LL on BC.
TC Fb=1.15 Fc=1.10 Ft=1.10
M -B
0.15
475
T
Prevent truss rotation at all
BC Fb=1.10 Fc=1.10 Ft=1.10
B -Y
0.89
1336
C
bearing locations.
Y -Z
0.22
486
C
Wind Loads - ANSI / ASCE 7-02
Y -P
0.78
2397
C
1 Br
Truss is designed as a Main
Plus 6 Wind Load Case(s)
L -P
0.08
263
T
Wind -Force Resistance System.
Plus 1 UBC LL Load Case(s)
L -I
0.07
191
T
Wind Speed: 120 mph
Plus 1 BC LL Load Case(s)
P -I
0.50
1560
T
Mean Roof Height: 18-0
I -C
0.14
474
C
1 Br
Exposure Category: B
Checked for NonConcurrent 200
K -C
0.09
286
T
Occupancy Factor : 1.00
Lbs Moving Point Load applied
C -H
0.46
1460
T
Building Type: Enclosed
at Panel Points and Mid -panel
H -S
0.03
177
C
Zone location: Exterior
on BC
H -F
0.87
2712
T
TC Dead Load 7.0 psf
F -V
0.29
922
T
BC Dead Load 3.0 psf
Jt React Uplft Size Req'd
F -U
0.60
1875
T
Max comp. force 3038 Lbs
Lbs Lbs In-Sx In-Sx
U -V
0.13
787
C
Quality Control Factor 1.00
A 187 218 8- 0 1- 0
Hz = -166
LL Defl -0.22"
in
K
-H L/999
FABRICATOR NOTES:
Y 3124 800 8- 0 3- 8
TL Defl -0.44"
in
K
-H L/936
1. EAST COAST LUMBER 6 SUPPLY
D 1200 323 8- 0 1- 7
Shear
// Grain in
Q
-C
0.40
J.C. WEBER P.E.#17455
Hz = 170
DL Defl -0.32"
at
G
L/520
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
Membr CSI P Lbs Axl-CSI-Bnd
Plates for
each ply
each
face.
2. !!!CAUTION!!! READ 11SCSI-B1
----------Top Chords----------
PLATING CONFORMS
TO
TPI.
SUMMARY SHEET" BEFORE
A -N 0.53 765 T 0.14 0.39
REPORTS: SBCCI 9761
HANDLING , INSTALLING 6
N -B 0.54 1005 T 0.15 0.39
ROBBINS ENGINEERING,
INC.
BRACING TRUSSES.
B -Z 0.83 1933 T 0.32 0.51
BASED
ON SP
LUMBER
3. SEE ATTACHED DETAIL SHEET
Z -P 0.83 1933 T 0.32 0.51
USING
GROSS
AREA
TEST.
FOR: 1-JACK NAILS.
P -S1 0.48 1251 C 0.01 0.47
Plate
- LOCK 20 Ga,
Gross Area
2-TBRACE. 3-BEARING BLOCK.
S1-Q 0.69 1251 C 0.01 0.68
Plate
- RHS
20 Ga,
Gross Area
Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrall
12/12005 9:13:03 AM
Page 1
Job
Mark
Quan Type Span P1-H1
Left OH
Right
OH
Engineering
CARUT
HIK
1 sP 500000 6
1- 2- 0
1- 2-
o
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 4-3
0
0
HO 4-3
0
0
N
O
TC . 1 9-0-0
I
29-4-0
1
11-8-0
N
0
J~ I
6x8
2x4 3x8 4x8 2x4 3x8
3x6
6x6
6�
B
EE S1 FF Q S3
R
C 2x4
6-2-3 2x4
S
3x8
' N
T S4
--4x6
m
42k3x6
3x6
A
BB
m
4x6
1- 4- 0
M S2 CC DD I
30
G g
D
T
3x6 3x8
4�xa8 3x66 7x10
T
2x4 7x10
ppII
II
I I I { I J
H
E
2x4
AA
3x6
W:400
W:800 W:800 2x4
7x10
ee
R: 569
R: 839 R:1852
I I
U: 149
U: 260 U: 452
W:800
R:
930
U:
257
BC, 1
16-6-8
1 10-3-8 1
13-8-0
2-10-0
6-8-0
50-0-0
ALL PLATES ARE LOCK20
Scale: 0.132" = 1'
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.84 2x 4 SP-#2
BC 0.69 2x 4 SP-#2
CW 0.46 2x 4 SP-#3
WB 0.61 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 50- 0-
BC Cont. 0- 0- 0 50- 0-
WB 1 rows CLB on B -CC
WB 1 rows CLB on I -R
Attach CLB with (2)-10d nails
at each web.
Loading Live Dead (paf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lba Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
A 570 149 4- 0 1- 0
Hz = -138
CC 840 261 8- 0 1- 0
DD 1852 452 8- 0 2- 1
D 930 258 8- 0 1- 2
Hz = 142
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
* -N 0.34 612 C 0.00 0.34
N -B 0.26 321 C 0.00 0.26
B -EE 0.84 595 T 0.09 0.75
EE-S1 0.84 595 T 0.09 0.75
S1-FF 0.48 595 T 0.09 0.39
FF-Q 0.49 637 T 0.10 0.39
Robbins Engineering, Inc./Online Plus'
Q -S3 0.31 635 T 0.10 0.21
S3-R 0.57 635 T 0.10 0.47
R -C 0.47 735 C 0.00 0.47
C -S 0.35 1899 C 0.02 0.33
S -T 0.16 1936 C 0.02 0.14
T -S4 0.10 2025 C 0.03 0.07
S4-BB 0.10 2071 C 0.07 0.03
BB-D 0.10 1446 C 0.01 0.09
--------Bottom Chords---------
- -M 0.69 557 T 0.07 0.62
M -S2 0.40 284 T 0.04 0.36
S2-CC 0.53 284 T 0.03 0.50
CC-DD 0.52 1140 C 0.00 0.52
DD-J 0.39 126 C 0.00 0.39
I -Z 0.44 735 T 0.08 0.36
Z -H 0.65 1188 T 0.13 0.52
G -F 0.21 116 C 0.00 0.21
E -AA 0.24 50 T 0.00 0.24
AA-D 0.34 1288 T 0.13 0.21
---------- Chord -Webs ----------
J -i 0.46 195 T 0.00 0.46
I -Q 0.06 242 C 0.06 0.00
G -H 0.43 222 T 0.00 0.43
H -S 0.01 58 T 0.01 0.00
E -F 0.24 218 T 0.07 0.17
F -T 0.02 144 C 0.02 0.00
------------- Webs -------------
N -M 0.13 341 C
M -B 0.11 347 T
B -CC 0.30 984 C 1 Br
CC-EE 0.19 592 C
CC-FF 0.20 638 T
DD-FF 0.44 1364 C
DD-I 0.22 1192 C
FF-I 0.26 834 T
I -R 0.36 1596 C 1 Br
Z -R 0.11 410 T
Z -C 0.34 525 C
C -H 0.30 964 T
H -T 0.04 229 C
H -F 0.61 1911 T
F -BB 0.17 547 T
F -AA 0.43 1361 T
AA -BB 0.09 555 C
LL Defl 0.14" in A -M L/999
TL Defl -0.22" in Z -H L/999
Shear // Grain in B -EE 0.39
DL Defl -0.15" at G L/999
Plates for each ply each face
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A LOCK 4.Ox 6.0 Ctr 0.1 0.81
B LOCK 6.Ox 8.0 1.1-3.8 0.77
C LOCK 6.Ox 6.0-0.7-4.1 0.87
D LOCK 4.Ox 6.0 Ctr 0.1 0.81
I LOCK 7.0x10.0 Ctr 1.8 0.76
H LOCK 7.Ox10.0 Ctr 1.8 0.75
F LOCK 7.0x10.0 Ctr 1.8 0.92
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit paf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 paf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 paf
BC Dead Load 3.0 paf
Max comp, force 2071 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/1r1005 9:13:02 AM Page 1
Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering
CARC2T HIJ 1 1 SP 500000 6 1- 2- 0 1- 2- 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 4-3 HO 4-3
0 0
0 0
N N
0 O
TCi{1 7-0-0 33-4-0 1 9-8-0 'j
2x4
A4
j6x6 4x8 3x8 3x8
62x4 A2 S1 A3
5-224-3 Y
j-a-&aA8
Al S3 AO
2x4 4x8 4x6
r1
W:400 M
R:1115 4x8
U: 306
3x6 2x4 3x8 4x10
O P S2 ZZ
-12� -
S I
4xlo 7x10
r"i J
W:800 #3x6
R:5119
U:1366
2x4
6x8
pp
C
3x6
R
3x6
Z
YY -- KK H72x4-i4-&10 G2x4
V-E X
72
4x6
D 2- 4- 0
T
F rl
#20G-RHS-lOx2O W:800
R:1271
WW U: 342
#3x6
N
2x4 p1
>{ O fE
O
BCJ 1 26-10-0 1 14-6-0 10 16-8-0
0
0
0
N
50-0-0 {�{I
EXCEPT AS SHOWN ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0. 105" = 1
Robbins Engineering, Inc./Online P1us-
L.bs
L.bs
In-Sx
In-Sx
KK-PP 0.11 641 C
A
1115
307
4-
0 1-
5
KK-C 0.09 347 C
Online Plus -- Version 18.0.014
Hz
- -81
C -VV 0.57 1789 T
RUN DATE: 01-DEC-05
S
5119
1367
8-
0 5-12
VV-R 0.08 250 T
D
1271
342
8-
0 1-
8
VV-F 0.71 3844 T
CSI -Size- ----Lumber----
Hz
=
59
F -Z 0.48 1516 T
TC 0.91 2x 4 SP-02
F -X 0.71 2236 T
EX S1-S2 2x 4 SP-SS
Membr
CSI
P L.bs
Axl-CSI-Bnd
X -Z 0.17 1025 C
EX S2-C 2x 4 SP-SS
----------Top
Chords
----------
BC 0.42 2x 6 SP-#2
A -Y
0.14
2129
C
0.04
0.10
LL Defl -0.20" in KK-VV L/999
EX I -VV 2x 4 SP-#2
Y -B
0.28
2060
C
0.03
0.25
TL Defl -0.40" in KK-VV L/751
EX E -D 2x 4 SP-#2
B -A2
0.86
1862
C
0.02
0.84
Shear // Grain in B -A2 0.57
CW 0.60 2x 4 SP-#3
A2-S1
0.91
407
T
0.07
0.84
DL Defl -0.29" at WW L/965
WB 0.82 2x 4 SP-#3
S1-A3
0.43
407
T
0.03
0.40
EX VV-F 2x 4 SP-#2
A3-0
0.74
3659
T
0.34
0.40
Plates for each ply each face.
O -P
0.57
2545
T
0.24
0.33
PLATING CONFORMS TO TPI.
Brace trues as follows:
P -S2
0.49
2546
T
0.24
0.25
REPORTS: SBCCI 9761
O.C. From To
S2-ZZ
0.59
2546
T
0.24
0.35
ROBBINS ENGINEERING, INC.
TC Cont. 0- 0- 0 SO- 0- 0
ZZ-PP
0.39
2858
C
0.04
0.35
BASED ON SP LUMBER
BC Cont. 0- 0- 0 50- 0- 0
PP-C
0.28
2858
C
0.04
0.24
USING GROSS AREA TEST.
WB 1 rows CLB on A2-AO
C -A4
0.45
4239
C
0.14
0.31
Plate - LOCK 20 Ga, Grose Area
WB 1 rows CLB on A3-S
A4-R
0.39
4327
C
0.16
0.23
Plate - RHS 20 Ga, Groan Area
WB 1 rows CLB on I -ZZ
R -Z
0.27
4034
C
0.15
0.12
Jt Type Plt Size X Y JSI
Attach CLB with (2)-10d nails
Z -D
0.20
2378
C
0.04
0.16
A LOCK 4.Ox 8.0 Ctr-0.1 0.76
at each web.
--------Bottom
Chords---------
B LOCK 6.Ox 6.0 0.9-3.6 0.75
A -M
0.42
1896
T
0.15
0.27
A3 LOCK 3.Ox 8.0 0.5 Ctr 0.86
Loading Live Dead (pef)
M -Al
0.37
1501
T
0.13
0.24
O LOCK 3.Ox 6.0 0.5 Ctr 0.93
TC 20.0 15.0
Al-S3
0.25
1501
T
0.13
0.12
C LOCK 6.Ox 8.0-0.9-3.8 0.75
BC 0.0 5.0
S3-AO
0.36
1501
T
0.13
0.23
D LOCK 4.Ox 6.0 Ctr 0.1 0.81
Total 20.0 20.0 40.0
AO-S
0.28
407
C
0.00
0.28
I LACK 7.Ox10.0 Ctr 1.8 0.82
Spacing 12.0"
S -J
0.28
178
C
0.00
0.28
VV IACR 7.Oxl2.0 Ctr 1.8 0.87
Lumber Duration Factor 1.25
I -YY
0.56
987
T
0.11
0.45
F# RHS 10.0x20.0-0.4 2.3 0.73
Plate Duration Factor 1.25
YY-KK
0.51
987
T
0.12
0.39
X LOCK 3.Ox 8.0-0.5 Ctr 0.91
TC Fb=1.00 Fc=1.00 Ft=1.00
KK-VV
0.72
3091
T
0.57
0.15
BC Fb=1.00 Fc=1.00 Ft=1.00
WW-F
0.28
137
T
0.01
0.27
# = Plate Monitor used
E -X
0.28
99
T
0.01
0.27
Load Case # 1 Standard Loading
X -D
0.52
2111
T
0.38
0.14
REFER TO ROBBINS ENG. GENERAL
Lumber Duration Factor 1.25
----------
Chord -Webs
----------
NOTES AND SYMBOLS SHEET FOR
Plate Duration Factor 1.25
J -I
0.60
163
T
0.00
0.60
ADDITIONAL SPECIFICATIONS.
plf - Live Dead From To
I -P
0.09
502
C
0.09
0.00
TC V 20 15 0.0' 50.0'
WW-VV
0.52
319
T
0.06
0.46
NOTES:
BC V 0 5 0.0' 50.0'
VV-A4
0.04
155
T
0.04
0.00
Trusses Manufactured by:
TC V 60 45 8.0' 42.0'
E -F
0.51
218
T
0.00
0.51
East Coast Lumber
BC V 0 15 8.0' 42.0'
F -R
0.06
382
C
0.06
0.00
Analysis Conforms To:
TC V 150 150 7.0' CL-LB
-------------Webs-------------
FBC2004
BC V 200 200 7.0' CL-LB
Y -M
0.01
51
C
OH Loading
BC V 315 315 43.0' CL-LB
M -B
0.08
279
T
Soffit pef 2.0
M -A2
0.14
527
T
Design checked for LL on BC
Al-A2
0.10
318
T
per BOCA (section 1606.2.3)
Plus 6 Wind Load Case(s)
A2-AO
0.48
2248
C
1 Br
and IBC/IRC-2003.
Plus 1 UBC LL Load Cases)
AO-A3
0.39
1234
T
Design chocked for 10 pef non-
A3-S
0.82
3829
C
1 Br
concurrent LL on BC.
Checked for NonConcurrent 200
S -O
0.36
1653
C
Prevent trues rotation at all
Lbs Moving Point Load applied
S -I
0.70
3714
C
bearing locations.
at Panel Points and Mid -panel
0 -I
0.49
1537
T
NOTE: USER MODIFIED PLATES
on BC
I -ZZ
0.76
3948
C
1 Br
This design may have plates
YY-ZZ
0.09
283
T
selected through a plate
Jt React Uplft Size Req'd
ZZ-KK
0.67
2089
T
monitor.
Robbins Engineering. Inc./Online Plus" 0 1996.2005 Version 18.0.014
Engineering - Portrait 12/12005
9:13:01 AM Page 1 of
Job
CARC2T
Mark
HIJ
Quan Type Span P1-H1 Left OH Right OH
1 1 SP 500000 6 1- 2- 0 1- 2- o
I Engineering
con[.
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
Wind Loads - ANSI / ASCE 7-02
Trues is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 paf
Max comp. force 4327 Lbs
Quality Control -Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. 111CAUTION111 READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
Robbins Engineering, Inc./Online Plus- O 1996.2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:01 AM Page 2 of 2
Job
CARC2T
Mark
M6D
Quan
1 1
Type Span P1-H1
MONO 70308 6
Left OH Right OH
1- 2- 0 0
Engineering
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
HO 4-3
HO 3-11-15
TC_f 1-2-0
1
7-3-8
1
#6x8
B
T
`
6I2x4
I
E
3-11-15
D
2x4#3x8
A
a
i
HGR
0
®
R: 351
U: 30 130
C
2x4
W:800
R: 367
U: 51
BC
6-10-0
5-8
7-3-8
t=-1
ALL PLATES
ARE LOCK20, # = PLATE SELECTED
IN PLATE MONITOR
Scale: 0.457" = 1'
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.27 2x 4 SP-#2
BC 0.51 2x 4 SP-#2
WB 0.09 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 7- 3- 8
BC Cont. 0- 0- 0 7- 3- 8
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 5 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Robbins Engineering,
Inc./Online Plus"
E -B 0.15 48
C 0.00 0.15
B -B 0.02 9
C 0.00 0.02
--------Bottom Chords ---------
A -C 0.51 267
T 0.03 0.48
------------- Webs -------------
E -C 0.07 301
C
C -D 0.09 293
T WindLd
D -B 0.03 137
C WindLd
LL Defl -0.05" in A -C L/999
TL Defl -0.08" in A -C L/918
Shear // Grain in A -C 0.29
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
B# LOCK 6.Ox 8.0-0.2 0.5 0.31
# = Plate Monitor used
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Jt React Uplft Size Req'd Analysis Conforms To:
Lbs Lbs In-Sx In-Sx FBC2004
A 367 51 8- 0 1- 0 OH Loading
Hz = 150 Soffit psf 2.0
D 351 130 3- 8 1- 0 Design checked for LL on BC
Hz = 94 per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Membr CSI P Lbs Axl-CSI-Bnd Design checked for 10 psf non-
---------- Top Chords---------- concurrent LL on BC.
A -E 0.27 283 C 0.00 0.27 Max gap between edge of brg
Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:30 AM Page 1
and end vertical is 1/2".
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: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 301 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering
CARC2T H6C 1 1 MONO 70308 6 1- 2- 0 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 4-3 HO 3-11-15
TC I1-2-0 1 7-3-8 I
J
#►6 e
0) 8
0
L4
u
HGR
R: 351
U: 130
W:800
R: 367
U: 51
BC 6-10-0tn
m
o
7-3-8
ALL PLATES ARE LOCK20, # - PLATE SELECTED IN PLATE MONITOR
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.27 2x 4 SP-#2
BC 0.51 2x 4 SP-#2
WB 0.09 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 7- 3- 8
BC Cont. 0- 0- 0 7- 3- 8
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 5 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft
Size Req'd
Lbs Lbs
In-Sx
In-Sx
A 367 51
8- 0
1- 0
Hz =
150
D 351 130
3- 8
1- 0
Hz =
94
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
A -E 0.27 283 C 0.00 0.27
Robbins Engineering,
Inc./Online Plus-
* -B 0.15
48
C 0.00 0.15
B -B 0.02
9
C 0.00 0.02
--------Bottom Chords ---------
A -C 0.51
267
T 0.03 0.48
------------- Webs -------------
E -C 0.07
301
C
C -D 0.09
293
T WindLd
D -B 0.03
137
C WindLd
LL Defl -0.05" in A -C L/999
TL Defl -0.08" in A -C L/918
Shear // Grain in A -C 0.29
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
B# LOCK 6.Ox 8.0 1.4-0.5 0.42
# = Plate Monitor used
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Max gap between edge of brg
Scale: 0.348" = 1'
and end vertical is 1/2".
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: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 301 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. SXMPSON HANGER @ JT.D.
Robbins Engineering, Inc./Online Plus' 0 1996.2005 Version 18.0.014 Engineering • Portrait 12/12005 9:13:29 AM Page 1
Job
Mark
Quan
Type Span Pl-H1
Left OH Right OH
Engineering
CARC2T
H6B
1 1
HHIP 70308 6
1- 2- 0 0
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
HO 4-3
HO 2-8-3
TCI 1-2-0 1
4-6-0 1
2-7-8 I
4x4
6x6
B
C
61
2-8-3
8
I�
3x6
r
1
2x4
n
A
1
0
1
HGR
351
U: 105
D
2x4
W:800
R: 367
U: 76
BC j
6-10-0
5-8
ALL PLATES ARE LOCK20
Scale: 0.593" = 1'
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.30 2x 4 SP-#2
BC 0.54 2x 4 SP-#2
WB 0.10 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 7- 3- 8
BC Cont. 0- 0- 0 7- 3- 8
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Robbins Engineering, Inc./Online Plus -
Hz = 61
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
* -B 0.30 167 C 0.00 0.30
B -C 0.08 32 T 0.00 0.08
C -C
0.02
0
T
0.00 0.02
--------Bottom
Chords ---------
A -D
0.54
154
T
0.01 0.53
-------------
Webs -------------
B -D
0.04
236
C
D -F
0.10
314
T
WindLd
F -C
0.01
89
C
WindLd
LL Defl -0.06" in A -D L/999
TL Defl -0.10" in A -D L/741
Shear // Grain in A -D 0.30
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Gar Gross Area
Plate - RHS 20 Gar Gross Area
Jt Type Plt Size X Y JSI
C LOCK 6.Ox 6.0 Ctr 0.5 0.36
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
Jt React
Uplft
Size
Req'd
Lbs
Lbs
In-Sx
In-Sx
NOTES:
A 367
76
8- 0
1- 0
Trusses Manufactured by:
Hz =
96
East Coast Lumber
F 351
105
3- 8
1- 0
Analysis Conforms To:
Robbins Engineering. Inc./Online Plus"' 0 1996.2005 Version 18.0.014
Engineering - Portrait 12/1/2005 9:13:28 AM Page 1
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Max gap between edge of brg
and end vertical is 1/2".
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 236 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER & SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "BCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING &
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. SIMPSON HANGER @ JT.F.
Job
Mark
Q uan Type Span
P1-H1
Left OH Right
OH
Engineering
CARC2T
GE"
1 HHIP 61100
6
1- 2- 0 0
CARM (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 4-3
HO 1-8-3
` TCI 1-2-0 1
2-8-0 1
4-3-0
1
1
4x4
+2x4
2x4
F
6
1-8-3
2x4
A
D
G
_i�x4
2x4
BC�
j
IIE}
6-11-0
6-11-0
ALL PLATES ARE LOCK20
See Joint F For Typical
Gable Plate
Size and Placement
Scale: 0.742" = 1'
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.08 2x 4 SP-#2
BC 0.16 2x 4 SP-#2
WB 0.02 2x 4 SP-#3
GW 0.02 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 6-11- 0
BC Cont. 0- 0- 0 6-11- 0
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Robbins Engineering, Inc./Online P1us-
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
A -B 0.08 38 C 0.00 0.08
B -F 0.04 18 C 0.00 0.04
F -C 0.04 18 C 0.00 0.04
--------Bottom Chords ---------
A -E 0.16 14 C 0.00 0.16
E -G 0.13 0 T 0.00 0.13
G -D 0.16 0 T 0.00 0.16
------------- Webs -------------
E -B 0.02 155 C
D -C 0.01 67 C WindLd
----------Gable Webs----------
G-F 0.02 153 C
LL Defl 0.00" in G -D L/999
TL Defl 0.00" in A -E L/999
Shear // Grain in G -D 0.16
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
Jt React
Uplft
Size
Req'd
NOTES:
Lbs
Lbs
In-Sx
In-Sx
Trusses Manufactured by:
Cont. Brg
0- 0-
0 to
6-11- 0
East Coast Lumber
649
174
Hz =
76
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
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: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 155 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING S
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering. Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:27 AM Page 1
Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering
CARC2T H6 1 1 HHIP 70000 6 1- 2- 0 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
.0 4-3 HO 2-7-15
TCj 1-2-0 1 4-7-8 1 2-4-8 1
t 4x4 3x3
T B C
ME an
2-7-15
3x3
A
ME
E 2.4
3x3 n
[I JI
W:800 HGR
R: 725 R: 630
U: 180 U: 180
BC 7-0-0
,
ALL PLATES ARE LOCK20
Scale: 0.595" = 1'
Robbins Engineering, Inc./Online P1us-
A 726 180 8- 0 1- 0
Hz = -68
Online Plus -- Version 18.0.014 D 630 181 3- 8 1- 0
RUN DATE: 01-DEC-05 Hz = 133
CSI -Size- ----Lumber----
TC 0.21 2x 4 SP-#2
BC 0.33 2x 6 SP-#2
WB 0.22 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 7- 0- 0
BC Cont. 0- 0- 0 7- 0- 0
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.00 Fc=1.00 Ft=1.00
BC Fb=1.00 Fc=1.00 Ft=1.00
Load Case # 1 Standard Loading
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
plf - Live Dead From To
TC V 40 30 0.0' 7.0'
BC V 0 10 0.0' 7.0'
BC V 50 50 0.0' 7.0'
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
* -B
0.21
528
C
0.00 0.21
B -C
0.07
476
C
0.00 0.07
--------Bottom
Chords ---------
A -E
0.33
476
T
0.04 0.29
E -D
0.17
96
T
0.00 0.17
-------------
Webs -------------
E -B
0.02
90
T
E -C
0.22
706
T
D -C
0.09
583
C
WindLd
LL Defl -0.02" in A -E L/999
TL Defl -0.03" in A -E L/999
Shear // Grain in A -E 0.25
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 583 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER & SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "BCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING &
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. SIMPSON HANGER @ JT.D.
Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/1R005 9:13:27 AM Page 1
Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering
CARC2T H3D 1 1 MONO 110812 6 1- 2- 0 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 4-3 HO 6-2-9
TC11-2-0I 11-8-12 1
2x4
B
6-2-9
C
3x3
Zxq II
W:800 HGR
R: 565 R: 469
U: 106 U: 167
BC 11-8-12
c`3 11 o 12
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.44 2x 4 SP-#2
BC 0.49 2x 4 SP-#2
WB 0.34 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 11- B-12
BC Cont. 0- 0- 0 11- 8-12
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 5 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
A 565 107 8- 0 1- 0
Hz = -181
C 469 168 3- 8 1- 0
ALL PLATES ARE LOCK20
Robbins Engineering, Inc./Online Plus'
Hz = 337
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
* -D 0.44 575 C 0.00 0.44
D -B 0.44 138 C 0.00 0.44
--------Bottom Chords ---------
* -E 0.47 527 T 0.06 0.41
E -C 0.49 527 T 0.06 0.43
------------- Webs -------------
E -D 0.08 269 T
D -C 0.34 600 C
C -B 0.25 161 C WindLd
LL Defl 0.03" in A -E L/999
TL Defl -0.05" in A -E L/999
Shear // Grain in D -B 0.28
DL Defl -0.12" at E L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by
East Coast Lumber
Analysis Conforms To:
FBC2004
Scale: 0.329" = 1'
OH Loading
Soffit psf 2.0
Provide connection to bearing
for 337 Lbs Horiz Reaction
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 600 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:21 AM Page 1
Job Mark Quan Type Span Pl-H1 Left OH Right OH I Engineering
CARC2T H3C 1 1 HHIP 110812 6 1- 2- 0 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
5-0-6
HO 4-3 Ho 5-0-6
TCj 1-2-0 1 9-4-6 1 2-4-6 i
4x4 3x3
B c
W. _0 HGR
R: 565 R: 469
U: 121 U: 152
BC 11-8-12
ti 11-8-12
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.33 2x 4 SP-#2
BC 0.65 2x 4 SP-#2
WB 0.17 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 11- 8-12
BC Cont. 0- 0- 0 11- 8-12
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
A 565 122 8- 0 1- 0
Hz = -145
D 469 153 3- 8 1- 0
ALL PLATES ARE LOCK20
Robbins Engineering, Inc./Online Plus'"
Hz = 273
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
A -F 0.33 607 C 0.00 0.33
F -B 0.28 224 C 0.00 0.28
B -C 0.06 188 C 0.00 0.06
--------Bottom Chords ---------
A -E 0.65 558 T 0.06 0.59
E -D 0.51 195 T 0.00 0.51
------------- Webs -------------
F -E 0.17 416 C
E -B 0.05 144 C
E -C 0.15 470 T
D -C 0.17 491 C WindLd
LL Defl 0.22" in A -E L/599
TL Defl -0.21" in A -E L/607
Shear // Grain in A -F 0.22
DL Defl -0.12" at E L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate -.LOCK 20 Gar Gross Area
Plate - RHS 20 Gar Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Scale: 0.388" = 1'
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 607 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "BCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering. Inc./Online Plus' 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:20 AM Page 1
Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering
CARC2T H3B 1 1 HHIP 110812 6 1- 2- 0 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
1
4-0-6
i
HO 4-3 HO 4-0-6
TCj 1-2-0 1 7-4-6 1 4-4-6 I
4x4 3x3
I � U
W:800 HGR
R: 565 R: 469
U: 131 U: 152
Sc 1 i- 11-8-12
-�, 11-8-12 BD
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.51 2x 4 SP-#2
BC 0.61 2x 4 SP-#2
WB 0.17 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 11- 8-12
BC Cont. 0- 0- 0 11- 8-12
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Cases)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
A 565 131 8- 0 1- 0
Hz = -113
D 469 152 3- 8 1- 0
ALL PLATES ARE LOCK20
Robbins Engineering, Inc./Online Plus -
Hz = 214
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
* -B 0.51 441 C 0.00 0.51
B -C 0.26 393 C 0.00 0.26
--------Bottom Chords ---------
* -E 0.61 393 T 0.05 0.56
E -D 0.38 153 T 0.00 0.38
------------- Webs -------------
E -B 0.05 238 C
E -C 0.17 534 T
D -C 0.12 473 C WindLd
LL Defl 0.07" in A -E L/999
TL Defl -0.13" in A -E L/959
Shear // Grain in A -B 0.28
DL Defl -0.12" at E L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
Scale: 0.455" = 1
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 473 Lbs
Quality Control -Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER & SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING &
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering . Portrait 12/1/2005 9:13:20 AM Page 1
Job
Mark
Quan Type Span Pl-H1
Left OH Right OH
Engineering
CARC2T
T3A
1 3 DUAL 110812 6
1- 2- 0 0
I
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 4-3
HO 4-3
TCj 1-2-0
1
5-10-6
5-10-6 I
4x4
B
i
6
3-3-6
3x3
3x3
A
C
I
D
2x4
W:800
HGR
R: 565
R: 469
U: 147
U: 126
BC 1
�
11-8-12
11-8-12
ALL PLATES ARE LOCK20
Scale: 0.497" = 1'
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.26 2x 4 SP-#2
BC 0.47 2x 4 SP-#2
WB 0.08 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 11- B-12
BC Cont. 0- 0- 0 11- B-12
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
A 565 148 B- 0 1- 0
Hz = -59
C 469 126 3- 8 1- 0
Robbins Engineering, Inc./Online Plus -
Hz = 60
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
* -B
0.26
573
C 0.00
0.26
B -C
0.26
573
C 0.00
0.26
--------Bottom
Chords
---------
* -D
0.47
514
T 0.06
0.41
D -C
0.47
514
T 0.06
0.41
-------------
Webs -------------
D -B
0.08
276
T
LL Defl 0.03" in A -D L/999
TL Defl -0.04" in A -D L/999
Shear // Grain in A -B 0.22
DL Defl -0.12" at D L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 573 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER & SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING &
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering. Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:19 AM Page 1
Job
Job
Mark
Mark _P
Quan Type Span Pl-H1
Left OH Right OH
Engineering
CARC2T
G3
1 sP 110e12 6
1- 2- o 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 4-3
HO 4-3
MC! 1-2-0
3-1-2
2-3-1 1 1-0-5 1
2-3-7 3-0-13 !
axe 4x4
C D
4.195i
�4.202
4x4 All N
B
4x4
E 6
6
2-8-3
3x4
3x4
A
F
J H G
2x4 3x3 3x8
I
2x4
W:800
W:800
R: 985
R: 821
U: 242
U: 220
Bc
11-8-12
as o 12
ALL PLATES ARE LOCK20
Scale: 0.498" = 1'
Robbins Engineering, Inc./Online Plus -
A 985 243 8- 0 1- 3
Hz = -45
Online Plus -- Version 18.0.014 F 821 221 8- 0 1- 0
RUN DATE: 01-DEC-05 Hz = 46
CSI -Size- ----Lumber----
TC 0.12 2x 4 SP-#2
BC 0.35 2x 4 SP-#2
WB 0.08 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 11- 8-12
BC Cont. 0- 0- 0 11- 8-12
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.00 Fc=1.00 Ft=1.00
BC Fb=1.00 Fc=1.00 Ft=1.00
Load Case # 1 Standard Loading
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
plf - Live Dead From To
TC V 40 30 0.0' 11.7'
BC V 0 10 0.0' 11.7'
TC V 30 23 0.0' 11.7'
BC V 0 8 0.0' 11.7'
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Membr
CSI
P Lbs
Axl-CSI-Bnd
----------Top
Chords ----------
A -B
0.12
1261
C 0.01
0.11
B -C
0.09
1021
C 0.00
0.09
C -D
0.05
966
C 0.04
0.01
D -E
0.10
1021
C 0.00
0.10
E -F
0.12
1263
C 0.01
0.11
--------Bottom
Chords ---------
A -J
0.32
1123
T 0.13
0-.19
J -H
0.35
1121
T 0.14
0.21
H -G
0.23
959
T 0.11
0.12
G -I
0.35
1124
T 0.14
0.21
I -F
0.31
1125
T 0.13
0.18
-------------
Webs
-------------
J -B
0.06
213
T
B -H
0.04
240
C
H -C
0.08
257
T
C -G
0.05
156
T
G -D
0.04
142
T
G -E
0.04
243
C
I -E
0.06
209
T
LL Defl -0.02" in H -G L/999
TL Defl -0.04" in J -H L/999
Shear // Grain in A -J 0.19
DL Defl -0.12" at H L/998
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
G LOCK 3.Ox 8.0 0.4 Ctr 0.49
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 1263 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING &
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx REFER TO ROBBINS ENG. GENERAL
Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1R005 9:13:18 AM Page 1
Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering
CARC2T I G7 1 1 MONO 121008 6 0 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
T
6-9-7
HO 4-3
HO 6-9-7
#6xl2
B
F
13x8
:208
® D R:11
71 55
#6z8 U: 551
W:800 C
R:1737 2x4
U: 396
BC 1 12-5-0 m
L o
12-10-8 - f9,
ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR
Robbins Engineering, Inc./Online Plus -
A 1737 396 8- 0 2- 1
Hz = 273
Online Plus -- Version 18.0.014 F 1771 552 2- 8 1- 0
RUN DATE: 01-DEC-05 Hz = 172
CSI -Size- ----Lumber----
TC 0.60 2x 4 SP-#2
BC 0.51 2x 6 SP-SS
WB 0.88 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 12-10- 8
BC Cont. 0- 0- 0 12-10- 8
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.00 Fc=1.00 Ft=1.00
BC Fb=1.00 Fc=1.00 Ft=1.00
Load Case # 1 Standard Loading
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
plf - Live Dead From To
TC V 40 30 0.0' 12.9'
BC V 0 10' 0.0' 12.9'
BC V 100 100 0.0' 12.4'
Plus 5 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
I.bs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
A -E 0.60 2049 C 0.07 0.53
E -B
0.58
2091
C 0.04 0.54
B -B
0.02
9
C 0.00 0.02
--------Bottom
Chords ---------
* -D
0.51
1852
T 0.12 0.39
D -C
0.39
138
T 0.00 0.39
-------------
Webs -------------
D -E
0.10
494
C
D -B
0.88
2752
T
C -F
0.15
517
T WindLd
F -B
0.70
1301
C WindLd
LL Defl -0.10" in A -D L/999
TL Defl -0.20" in A -D L/729
Shear // Grain in A -D 0.67
DL Defl -0.12" at D L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
B# LOCK 6.Oxl2.0 1.8 1.1 0.99
D# LOCK 6.Ox 8.0 0.1 Ctr 0.88
# = Plate Monitor used
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
Scale: 0.292" = I'
East Coast Lumber
Analysis Conforms To:
FBC2004
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Max gap between edge of brg
and end vertical is 1/2".
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: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 2091 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER & SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ 11SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING &
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
NOTES:
Trusses Manufactured by:
Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:31 AM Page 1
Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering
CARC2T FSA 1 1 FLAT 70000 40602 0 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 4-6-2 HO 4-6-2
TC1 7-0-0 1
2x4 2x4
A B
T
4-6-2
D C
2x4 I 2x4
W:400 HGR
R: 280 R: 342
U: 135 U: 169
BC 7-0-0
7-0-0
ALL PLATES ARE LOCK20
Scale: 0.420" = 1'
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.71 2x 4 SP-#2
BC 0.71 2x 4 SP-#2
WB 0.14 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 7- 0- 0
BC Cont. 0- 0- 0 7- 0- 0
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Robbins Engineering, Inc./Online Plus -
Hz = 226
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
A -B 0.71 64 C 0.00 0.71
--------Bottom Chords ---------
D -C 0.71 157 T 0.00 0.71
------------- Webs -------------
D -A 0.11 245 C WindLd
A -C 0.11 129 C
C -B 0.14 245 C WindLd
LL Defl -0.11" in D -C L/725
TL Defl -0.16" in D -C L/480
Shear // Grain in A -B 0.30
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
Jt React
Uplft
Size
Req'd
East Coast Lumber
Lbs
Lbs
In-Sx
In-Sx
Analysis Conforms To:
D 280
136
4- 0
1- 0
FBC2004
Hz =
-225
Design checked for LL on BC
C 342
169
3- 8
1- 0
per BOCA (section 1606.2.3)
Robbins Engineering, Inc./Online Plus- 0 1998.2005 Version 18.0.014
Engineering . Portrait 12/12005 9:13:25 AM Page 1
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Provide drainage to prevent
water ponding.
This truss must be installed
as shown. It cannot be
installed upside-down.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 245 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering
CARC2T I GS 1 1 FLAT 70000 50107 0 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
BO 5-1-7 80 5-1-7
TCJ 7-0-0
#5x8 3x3 2x4 #5x8
5-1-7
D
2x4
7 a a
4x8 6x8
W:400
R:2776
U:1042
'•3.7" MIN. BEARING REQ.'•
8GR
R:2776
U:1085
BC 7-0-0
7-0-0
ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.08 2x 4 SP-#2
BC 0.38 2x 6 SP-#2
WB 0.65 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 7- 0- 0
BC Cont. 0- 0- 0 7- 0- 0
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.00 Fc=1.00 Ft=1.00
BC Fb=1.00 Fc=1.00 Ft=1.00
Load Case # 1 Standard Loading
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
plf - Live Dead From To
TC V 40 30 0.0' 7.0'
BC V 0 10 0.0' 7.0'
BC V 357 357 0.0' 7.0'
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Robbins Engineering, Inc./Online Plus -
Hz = 256
Membr
CSI
P Lbs Axl-CSI-Bnd
----------Top
Chords ----------
A -G
0.08
874 C 0.00 0.08
G -H
0.07
871 C 0.00 0.07
H -B
0.08
871 C 0.00 0.08
--------Bottom
Chords ---------
D -F
0.36
178 T 0.00 0.36
F -E
0.38
874 T 0.11 0.27
E -C
0.37
178 T 0.00 0.37
-------------
Webs -------------
D -A
0.65
1941 C WindLd
A -F
0.65
2052 T
F -G
0.05
154 C
G -E
0.03
101 T
E -H
0.05
156 C
E -B
0.65
2043 T
C -B
0.65
1934 C WindLd
LL Defl -0.02" in F -E L/999
TL Defl -0.04" in F -E L/999
Shear // Grain in D -F 0.73
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A# LOCK 5.Ox 8.0 Ctr-0.5 0.66
B# LOCK 5.Ox 8.0 Ctr-0.5 0.66
F LOCK 4.Ox 8.0 Ctr-0.6 0.94
E LOCK 6.Ox 8.0 0.5-0.6 0.93
# = Plate Monitor used
REFER TO ROBBINS ENG. GENERAL
Jt React
Uplft
Size
Req'd
NOTES AND SYMBOLS SHEET FOR
Lbs
Lbs
In-Sx
In-Sx
ADDITIONAL SPECIFICATIONS.
D 2777
1043
4- 0
3- 4
Hz =
-255
NOTES:
C 2777
1086
3-12
3- 4
Trusses Manufactured by:
Robbins Engineering. Inc./Online
Plus' 0 199E2005 Version 18.0.014
Engineering - Portrait 12/12005 9:13:26 AM Page 1
Scale: 0.384" = 1'
East Coast Lumber
Analysis Conforms To:
FBC2004
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Prevent truss rotation at all
bearing locations.
Provide drainage to prevent
water ponding.
This truss must be installed
as shown. It cannot be
installed upside-down.
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: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 1941 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. SIMPSON HANGER @ JT.C.
Job Mark
CARC2T T4C
RC2T (ENGLE HOMES/CARACAS
Quan Type Span P1-H1 Left OH Right OH
1 DSFL 71104 6 0 0
ELEV. 2/M#4
Engineering
HO 6-6-9 HO 6-6-9
TCJ 3-11-10 1 3-11-10 1
4x4
B
4
F® 8 ®G
W:308 W:308
R: 316 R: 357
U: 75 U: 97
63x4 63x4
ON
m
ID
BCm 7-4-4 m
0 0
r7
7-11-4 { 1
ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.16 2x 4 SP-#2
BC 0.31 2x 4 SP-#2
WB 0.31 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 7-11- 4
BC Cont. 0- 0- 0 7-11- 4
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
E 316 75 3- 8 1- 0
Hz = -236
D 357 97 3- 8 1- 0
Robbins Engineering, Inc./Online Plus -
Hz = 206
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
* -B 0.16 142 C 0.00 0.16
B -C 0.16 142 C 0.00 0.16
--------Bottom Chords ---------
E -H 0.31 177 T 0.00 0.31
H -D 0.28 146 T 0.00 0.28
------------- Webs -------------
E -A 0.31 300 C WindLd
A -H 0.05 179 T
H -B 0.08 185 C
H -C 0.05 179 T
D -C 0.31 300 C WindLd
LL Defl 0.01" in E -H L/999
TL Defl 0.01" in E -H L/999
Shear // Grain in H -D 0.18
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Gat, Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Scale: 0.229" = 1'
Analysis Conforms To:
FBC2004
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 300 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering -Portrait 12/1/2005 9:13:24 AM Pagel
Job
CARC2T
Mark
T4B
Quan Type
1 3 DSFL
Span
71104
P1-H1
6
Left OH Right OH
2- 6- 0 2- 6- 0
Engineering
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 6-6-9
HO 6-6-9
TCI 2-6-0 1 3-11-10 1
3-11-10
1 2-6-0
4x4
6I
B
I
i
1-11-13 2x4
2x4
A
C
I
5-10-6
m
i
m
I
m
E
H
ro
O1
I
m
1
D
2x4
3x6
1
IF
2x4
••
1
LT
�I
•
G
I
W:308
W:308
R: 510
R: 551
U: 130
U: 130
&3x4
&3x4
BC
7-11-4
7-11-4
ALL PLATES ARE LOCK20,
# = PLATE
SELECTED
IN PLATE MONITOR
Scale: 0.242" = 1'
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.16 2x 4 SP-#2
BC 0.31 2x 4 SP42
WB 0.19 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 7-11- 4
BC Cont. 0- 0- 0 7-11- 4
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
E 511 130 3- 8 1- 0
Hz = -40
D 552 130 3- 8 1- 0
Robbins Engineering, Inc./Online Plus`"
Hz = 41
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
* -B
0.16
142
C 0.00
0.16
B -C
0.16
142
C 0.00
0.16
--------Bottom
Chords ---------
E -H
0.31
41
T 0.00
0.31
H -D
0.28
41
T 0.00
0.28
-------------
Webs -------------
E -A
0.19
300
C
A -H
0.05
179
T
H -B
0.08
185
C
H -C
0.05
179
T
D -C
0.19
300
C
LL Defl 0.01" in E -H L/999
TL Defl 0.01" in E -H L/999
Shear // Grain in H -D 0.18
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
No wind exposure on left end.
No wind exposure on right end.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 300 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER & SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING &
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:30:55 AM Page 1
Job
CARC2T
mark
T4A
Quan Type Span
2 DUAL 100504
P1-Hl Left OH Right OH
6 1- 3- 0 1- 3- 0
Engineering
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 3-3-1
HO 3-3-1
TC 11-3-0 1
5-2-10
5-2-10 11-3-0 I
4x4
T
B
6I
3x3
3x3
G
K
5-10-6
W
I
W
I
H
L
r
�7
2x4
1
M 2x4
3x3
3x3
Cant:1-
3- 0�
�ICant:l- 3- 0
W:800
W:800
R: 519
R: 532
U: 168
U: 184
BC
1-7-0 1 7-3-4
1 1-7-0 I�
10-5-4
ALL PLATES ARE LOCK20
Scale: 0.317" = 1'
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.29 2x 4 SP-#2
BC 0.44 2x 4 SP42
WB 0.17 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 10- 5- 4
BC Cont. 0- 0- 0 10- 5- 4
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
I 520 168 8- 0 1- 0
Hz = -214
M 533 184 8- 0 1- 0
Robbins Engineering, Inc./Online Plus -
Hz = 174
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
G -B
0.29
74
T 0.01
0.28
B -K
0.29
74
T 0.01
0.28
--------Bottom
Chords ---------
H -I
0.37
49
C 0.00
0.37
I -M
0.44
120
T 0.01
0.43
M -L
0.34
49
C 0.00
0.34
-------------
Webs -------------
H -G
0.05
121
C WindLd
G -I
0.03
128
C
I -B
0.17
282
C
B -M
0.17
282
C
M -K
0.02
133
C
L -K
0.05
112
C WindLd
LL Defl 0.12" in I -M L/658
TL Defl 0.10" in I -M L/782
LL Cant 0.01" in H -I L/999
Shear // Grain in G -B 0.23
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Gar Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 282 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering, Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:22 AM Page 1
Job Mark Pi
van Type Span P1-H1 Left OH Right OH Engineering
CARC2T GE4 DUAL 100504 6 1- 3- 0 1- 3- 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 3-3-1 HO 3-3-1
TC � 1-3-0 5-2-10 1 5-2-10 1 1-3-0 1
4x4
B
6I N P
M R
2x4 2x4
G I
5-10-6
tl
W
r
H
2x4 2x4
K O D Q L
-2x4 2x4
BC, 1-3-0 1 7-11-4 1
10-5-4
ALL PLATES ARE LOCK20
See Joint M For Typical Gable Plate Size and Placement
Scale: 0.340" = 1'
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI
-Size-
----Lumber----
TC
0.14
2x
4
SP-#2
BC
0.18
2x
4
SP-#2
WB
0.06
2x
4
SP-#3
GW
0.04
2x
4
SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 10- 5- 4
BC Cont. 0- 0- 0 10- 5- 4
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
Cont. Brg 1- 3- 0 to 9- 2- 4
1039 335 Hz = 213
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
G -M 0.13 34 T 0.00 0.13
M -N 0.13 74 T 0.00 0.13
Robbins Engineering,
Inc./Online Plus"
N -B
0.04
122
T
0.00
0.04
B -P
0.04
121
T
0.00
0.04
P -R
0.14
81
T
0.00
0.14
R -I
0.14
36
T
0.00
0.14
--------Bottom
Chords ---------
H -K
0.17
114
C
0.00
0.17
K -0
0.16
0
T
0.00
0.16
0 -D
0.13
0
T
0.00
0.13
D -Q
0.13
0
T
0.00
0.13
Q -L
0.17
0
T
0.00
0.17
L -J
0.18
98
T
0.01
0.17
-------------
Webs -------------
H -G
0.05
24
T
0.00
0.05
D -B
0.06
135
C
J -I
0.05
40
T
0.00
0.05
----------Gable
Webs----------
- -M
0.03
137
C
O -N
0.04
145
C
Q -P
0.04
145
C
L -R
0.03
137
C
LL Defl 0.00" in Q -L L/999
TL Defl 0.00" in Q -L L/999
LL Cant -0.01" in L -J L/999
Shear // Grain in L -J 0.22
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
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: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 145 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 3 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING &
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-SEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering. Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:23 AM Page 1
Job mark Quan Type Span P1-H1 Left OH Right OH Engineering
CARC2T MV6 1 1 VLM. SB 60000 6 0 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 3-0-0
TCI 6-0-0 1
2x4
6
I
3-0-0
2x4
C
x4
i
I
BC 6-0-0
v 6-0-0
ALL PLATES ARE L0CK20
Scale: 0.625" = 1'
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.29 2x 4 SP42
BC 0.32 2x 4 SP42
WB 0.05 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 6- 0- 0
BC Cont. 0- 0- 0 6- 0- 0
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 .Fc=1.10 Ft=1.10
Plus 5 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
Cont. Brg 0- 0- 0 to 6- 0- 0
431 116 Hz = 151
Robbins Engineering, Inc./Online Plus'"
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
A -B 0.29 75 C 0.00 0.29
--------Bottom Chords ---------
A -C 0.32 0 T 0.00 0.32
------------- Webs -------------
C -B 0.05 143 C WindLd
LL Defl 0.03" in A -C L/999
TL Defl -0.02" in A -C L/999
Shear // Grain in A -B 0.23
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 143 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering, Inc./Online Plus*" 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:31 AM Page 1
Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering
CARC2T MV4 1 2 VLM. SB 40000 6 0 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 2-0-0
TC' 4-0-0 I
2:4
2-0-0
BC 4-0-0
4-0-0
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.08 2x 4 SP-#2
BC 0.14 2x 4 SP-#2
WB 0.01 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 4- 0- 0
BC Cont. 0- 0- 0 4- 0- 0
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 5 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
it React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
Cont. Brg 0- 0- 0 to 4- 0- 0
335 73 Hz = 92
ALL PLATES ARE LOCK20
Robbins Engineering, Inc./Online Plus'"
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
A -B 0.08 44 C 0.00 0.08
--------Bottom Chords ---------
A -C 0.14 0 T 0.00 0.14
------------- Webs -------------
C -B 0.01 90 C WindLd
LL Defl 0.00" in A -C L/999
TL Defl 0.00" in A -C L/999
Shear // Grain in A -C 0.23
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
it Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Scale: 0.757" = 1'
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 90 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER & SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING &
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering. Inc./Online Plus' ® 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:32 AM Page 1
Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering
CARC2T MV2 1 2 VLMA. SB 20000 6 0 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.00 2x 4 SP-#2
BC 0.00 2x 4 SP-#2
WB 0.00 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 2- 0- 0
BC Cont. 0- 0- 0 2- 0- 0
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 5 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
Cont. Brg 0- 0- 0 to 2- 0- 0
254 31 Hz = 33
T
1-0-0
Ho 1-0-0
TCI 2-0-0
I
51
2x4
1 IM7
HC�2-0-0
2-0-0
ALL PLATES ARE LOCK20
Robbins Engineering, Inc./Online P1us-
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
A -B 0.00 13 C
--------Bottom Chords ---------
A -C 0.00 0 T
------------- Webs -------------
C -B 0.00 36 C WindLd
LL Defl 0.00" in C -C L/999
TL Defl 0.00" in C -C L/999
Shear // Grain in C -B 0.03
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Scale: 0.859" = 1'
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 36 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER & SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:33 AM Page 1
Job
Mark
Quan
Type Span Pi -Hi Left OH
Right OH
Engineering
CARC2T
HJ7
4
MONO 91013 4.243 1- 7-13
0
I
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
HO 3-15
HO 3-9-15
TCI
1-7-13 i
9-10-13
'
2x4
B
4.243
i
2x4
E
W 108
3-9-15
: 288
I
130
i
3x3
A
C
3.3
W:1105
14:108
R: 501
R: 397
U: 99
U: 54
BCC
9-10-13
!v
9-10-13
ALL PLATES ARE LOCK20
Scale: 0.468" = 1'
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.54 2x 4 SP42
BC 0.92 2x 4 SP42
WB 0.29 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 9-10-13
BC Cont. 0- 0- 0 9-10-13
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.00 Fc=1.00 Ft=1.00
BC Fb=1.00 Fc=1.00 Ft=1.00
Load Case # 1 Girder Loading
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
plf - Live Dead From To
TC V 40 30 0.0' 9.9'
BC V 0 10 0.0' 9.9'
TC V -40 -30 0.0'
45 34 9.9'
BC V 0 -10 0.0'
0 11 9.9'
Plus 5 Wind Load Cases)
Plus 1 UBC LL Load Cases)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Robbins Engineering,
Inc./Online P1us-
Jt React Uplft
Size
Req'd
Lbs Lbs
In-Sx
In-Sx
A 502 99
11- 5
1- 0
Hz =
103
B 289 130
1- 8
1- 0
Hz =
204
C 397 54
1- 8
1- 0
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
A -E
0.54
712
C 0.00 0.54
E -B
0.54
119
T 0.00 0.54
--------Bottom
Chords ---------
A -C
0.92
720
T 0.13 0.79
-------------
Webs -------------
E -C
0.29
769
C
C -B
0.07
0
T WindLd
LL Defl -0.24" in A -C L/442
TL Defl -0.36" in A -C L/292
Shear // Grain in E -B 0.34
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Gar Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
Girder King Jack
Loading TC and BC
Setback 7- 0- 0
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
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: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 769 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering. Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/l200S 9:13:34 AM Page 1
Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering
CARC2T H.JB 1 2 ENDJO 50009 5.516 1- 3- 4 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
BO 4-1 BO 2-7-14
TCI 1-3-4 I 5-0-9
` 2x4
B
T
5.516I
2-7-14
W 108
R: 119
2x4 U: 46
I A
I
i C
�- 2x4
W:800 W:108
R: 263 R: 230
U: 30
BC 5-0-9
5-0-9
ALL PLATES ARE LOCK20
Scale: 0.604" = v
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.22 2x 4 SP-#2
BC 0.41 2x 4 SP-#2
WB 0.02 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 5- 0- 9
BC Cont. 0- 0- 0 5- 0- 9
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.00 Fc=1.00 Ft=1.00
BC Fb=1.00 Fc=1.00 Ft=1.00
Load Case # 1 Girder Loading
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
plf - Live Dead From To
TC V 40 30 0.0' 5.0'
BC V 0 10 0.0' 5.0'
TC V -40 -30 0.0'
-3 -3 5.0'
BC V 0 -10 0.0'
0 -1 5.0'
Plus 4 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Robbins Engineering,
Inc./Online Plus-
Jt React Uplft
Size
Req'd
Lbs Lbs
In-Sx
In-Sx
A 263 30
8- 0
1- 0
Hz =
-60
B 120 46
1- 8
1- 0
C 230 0
1- 8
1- 0
Hz =
95
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
* -B 0.22 52 C 0.00 0.22
B -B 0.00 4 C
--------Bottom Chords ---------
A -C 0.41 58 T 0.00 0.41
------------- Webs -------------
C -B 0.02 0 T WindLd
LL Defl -0.01" in A -C L/999
TL Defl -0.02" in A -C L/999
Shear // Grain in A -C 0.28
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
Girder King Jack
Loading TC and BC
Setback 4- 0- 0
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
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: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 52 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. M CAUTION M READ "BCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering. Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:34 AM Page 1
Job
CARC2T
Mark
HJA
Quan
1 2
Type Span P1-H1
ENDJO 30211 5.51
Left OH Right OH
1- 3- 3 0
Engineering
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
80 4-0 SO 1-9-12
TC�
1-3-3 I 3-2-11
i
2x4
B
s.51�
1-9-12
2x4
A
C
R 2x4
II
II
W:108
R: 48
U: 19
W:800
W:108
R: 224
R: 223
U: 34
BC
3-2-11
3-2-11
DJ
ALL PLATES ARE LOCK20
Scale: 0.517" = 1'
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.11 2x 4 SP-#2
BC 0.20 2x 4 SP-#2
WB 0.00 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 3- 2-11
BC Cont. 0- 0- 0 3- 2-11
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.00 Fc=1.00 Ft=1.00
BC Fb=1.00 Fc=1.00 Ft=1.00
Load Case # 1 Girder Loading
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
plf - Live Dead From To
TC V 40 30 0.0' 3.2'
BC V 0 '10 0.0' 3.2'
TC V -40 -30 0.0'
-25 -19 3.2'
BC V 0 -10 0.0'
0 -6 3.2'
Plus 4 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Robbins Engineering,
Inc./Online Plus-
Jt
React Uplft
Size Req'd
Lbs Lbs
In-Sx In-Sx
A
224 34
8- 0 1- 0
Hz = -35
B
49 15
1- 8 1- 0
C
223 0
1- 8 1- 0
Hz = 46
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
* -B 0.11 24 C 0.00 0.11
B -B 0.00 1 C
--------Bottom Chords ---------
A -C 0.20 24 T 0.00 0.20
------------- Webs -------------
C -B 0.00 0 T WindLd
LL Defl 0.00" in A -C L/999
TL Defl 0.00" in A -C L/999
Shear // Grain in A -C 0.26
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
Girder King Jack
Loading TC and BC
Setback 3- 0- 0
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
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: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 24 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:35 AM Page 1
Job
CARC2T
Mark
EJ7
Quan
1 21
Type Span P1-H1
ENDJO 70000 6
Left OH Right OH
1- 2- 0 0
Engineering
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
HO 4-3
HO 3-10-3
_T_CI 1-2-0 I
7-0-0
B
61
W:108
3-10-3
R: 215
U: 112
2x4
1 A
C
I
W:800
W:108
R: 377
R: 243
U: 58
U: 1
BC�(
7-0-0
4
7-0-0
ALL PLATES ARE LOCK20
Scale: 0.481" = 1'
Robbins Engineering, Inc./Online Plus -
Hz = 91
Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd
RUN DATE: 01-DEC-05----------Top Chords ----------
A -B 0.55 71 C 0.00 0.55
CSI -Size- ----Lumber------------Bottom Chords ---------
TC 0.55 2x 4 SP-#2 A -C 0.67 90 T 0.00 0.67
BC 0.67 2x 4 SP-#2
LL Defl -0.08" in A -C L/967
Brace truss as follows: TL Defl -0.17" in A -C L/435
O.C. From To Shear // Grain in A -B 0.28
TC Cont. 0- 0- 0 7- 0- 0 DL Defl 0.00" at L/999
BC Cont. 0- 0- 0 7- 0- 0
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 5 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt
React Uplft
Size Req'd
Lbs
Lbs
In-Sx
In-Sx
A
377
58
8- 0
1- 0
Hz =
144
B
215
113
1- 8
1- 0
C
244
1
1- 8
1- 0
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Gal, Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 71 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER & SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING &
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering, Inc./Online Plus' 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:36 AM Pepe 1
Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering
CARC2T EJ7A 7 Sp 70000 6 1- 2- 0 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 4-3 HO 2-10-3
TCJ 1-2-0 1 7-0-0
B
3-10-3
1-0-OD
1-0-0C
7I
W:800
R: 397
U: 79
e
i4
37
R: 259
U: 27
BC 3-2-0 1 3-10-0�
EE 7-0-0 -
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.35 2x 4 SP-#2
BC 0.68 2x 4 SP-#2
CW 0.41 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 7- 0- 0
BC Cont. 0- 0- 0 7- 0- 0
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 5 Wind Load Cases)
Plus 1 UBC LL Load Cases)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
ALL PLATES ARE LOCK20
Robbins Engineering, Inc./Online Plus -
Hz = 91
C 260 27 1- 8 1- 0
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
* -F
0.35
315
C 0.00
0.35
F -B
0.35
70
T 0.00
0.35
--------Bottom
Chords
---------
A -E
0.24
244
T 0.03
0.21
E -D
0.24
129
T 0.02
0.22
D -C
0.68
0
T 0.00
0.68
----------
Chord -Webs
----------
E -D
0.41
113
T 0.03
0.38
D -F
0.05
170
T 0.05
0.00
LL Defl -0.10" in E -D L/727
TL Defl -0.19" in E -D L/391
Shear // Grain in D -C 0.22
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
Jt React
Uplft
Size
Req'd
Lbs
Lbs
In-Sx
In-Sx
NOTES:
A 398
79
8- 0
1- 0
Trusses Manufactured by:
Hz =
144
East Coast Lumber
B 175
87
1- 8
1- 0
Analysis Conforms To:
Robbins Engineering, Inc./Online Plus"' 0 1998-2005 Version 18.0.014
Engineering • Portrait 12/12005 9:13:37 AM Pagel
Scale: 0.481" = 1'
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 315 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
Job
CARC2T
Mark
EJ7B
Quan
I 1
Type Span P1-H1
HHIP 70000 6
Left OH Right OH
1- 2- 0 0
Engineering
CARC2T (ENGLE HOMES/CARACAS ELEV.
2/M#4326)
HO 4-3
HO 3-5-7
TCI 1-2-0 1
6-2-8
1 9-8 1
"
4x4
T
B C
I
I
I
6 1
3-5-7
W:108
R: 116
I
U: 2
2x4
1
A
E D
2x4
W:800
W:108
R: 379
R: 323
U: 76
U: 143
BC
7-0-0
7-0-0
D.
ALL PLATES ARE LOCK20
Scale: 0.496" = 1'
Robbins Engineering, Inc./Online Plus -
Hz = 81
D 323 143 1- 8 1- 0
Online Plus -- Version 18.0.014 G = Gravity Uplift
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.46 2x 4 SP-#2
BC 0.66 2x 4 SP42
WB 0.05 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 7- 0- 0
BC Cont. 0- 0- 0 7- 0- 0
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 6 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
A 379 77 8- 0 1- 0
Hz = 128
C 117 3G 1- 8 1- 0
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
* -B
0.46
58
C 0.00
0.46
B -C
0.12
80
T 0.00
0.12
--------Bottom
Chords ---------
A -E
0.66
11
T 0.00
0.66
E -D
0.30
0
T 0.00
0.30
-------------
Webs -------------
E -B
0.05
250
C WindLd
LL Defl -0.10" in A -E L/774
TL Defl -0.20" in A -E L/363
Shear // Grain in E -D 0.36
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Gat, Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp, force 250 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering. Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering -Portrait 12/12005 9:13:37 AM Pagel
Job
CARC2T
Mark
CJS
Q uan Type
8 ENDJO
Span P1-H1
50000 6
Left OH Right OH
1- 2- 0 0
Engineering
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
HO 4-3
HO 2-10-3
TC1
1-2-0 1
5-0-0
1
T
6'
2-10-3
I
W:108
R: 153
U: 80
2x4
A
W:800
W:108
R: 300
R: 230
U: 47
U: 1
BC
5-0-0
5-0-0
B
ALL PLATES ARE LOCA20
Scale: 0.603" = 1'
Robbins Engineering, Inc./Online Plus'
Hz = 64
Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd
RUN DATE: 01-DEC-05----------Top Chords ----------
A -B 0.27 50 C 0.00 0.27
CSI -Size- ----Lumber------------Bottom Chords ---------
TC 0.27 2x 4 SP-#2 A -C 0.43 64 T 0.00 0.43
BC 0.43 2x 4 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 5- 0- 0
BC Cont. 0- 0- 0 5- 0- 0
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 5 Wind Load Cases)
Plus 1 UBC LL Load Cases)
LL Defl -0.02" in A -C L/999
TL Defl -0.04" in A -C L/999
Shear // Grain in A -B 0.19
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
Checked for NonConcurrent 200 NOTES:
Lbs Moving Point Load applied Trusses Manufactured by:
at Panel Points and Mid -panel East Coast Lumber
on BC Analysis Conforms To:
FBC2004
Jt React Uplft Size Req'd OH Loading
Lbs Lbs In-Sx In-Sx Soffit psf 2.0
A 300 47 8- 0 1- 0 Design checked for LL on BC
Hz = 102 per BOCA (section 1606.2.3)
B 153 81 1- 8 1- 0 and IBC/IRC-2003.
C 231 2 1- 8 1- 0 Design checked for 10 psf non -
Robbins Engineering. Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:38 AM Page 1
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 50 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER & SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING &
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Job Mark
CARC2T CJ3
CARC2T (ENGLE HOMES/CARACAS
Quan Type Span P1-H1 Left OH Right OH
8 ENDJO 30000 6 1- 2- 0 0
ELEV. 2/M#4326
Engineering
HO 4-3 HO 1-10-3
TCI 1-2-0 1 3-0-0 1
W:800 W:108
R: 262 R: 218
U: 36 U: 1
BC 1 3-0-0
3-0-0
ALL PLATES ARE LOCK20
Robbins Engineering, Inc./Online Plus -
Hz = 38
Online Plus -- version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd
RUN DATE: 01-DEC-05----------Top Chords ----------
A -B 0.10 30 C 0.00 0.10
CSI -Size- ----Lumber------------Bottom Chords ---------
TC 0.10 2x 4 SP-#2 A -C 0.22 38 T 0.00 0.22
BC 0.22 2x 4 SP-#2
LL Defl 0.00" in A -C L/999
Brace truss as follows: TL Defl -0.01" in A -C L/999
O.C. From To Shear // Grain in A -C 0.17
TC Cont. 0- 0- 0 3- 0- 0 DL Defl 0.00" at L/999
BC Cont. 0- 0- 0 3- 0- 0
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 5 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt
React Uplft
Size
Req'd
Lbs
Lbs
In-Sx
In-Sx
A
262
36
8- 0
1- 0
Hz =
61
B
92
49
1- 8
1- 0
C
218
2
1- 8
1- 0
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
Scale: 0.643" = V
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 30 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER & SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "BCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING &
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering. Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:39 AM Page 1
Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering
CARC2T CJI 1 8 ENDJO 10000 6 1- 2- 0 0
CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326)
BO 4-3 HO 10-3
TCI 1-2-0 1 1-0-0 1
61
1
Online Plus -- Version 18.0.014
RUN DATE: 01-DEC-05
CSI -Size- ----Lumber----
TC 0.03 2x 4 SP-#2
BC 0.04 2x 4 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 1- 0- 0
BC Cont. 0- 0- 0 1- 0- 0
Loading Live Dead (psf)
TC 20.0 15.0
BC 0.0 5.0
Total 20.0 20.0 40.0
Spacing 24.0"
Lumber Duration Factor 1.25
Plate Duration Factor 1.25
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Plus 5 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Checked for NonConcurrent 200
Lbs Moving Point Load applied
at Panel Points and Mid -panel
on BC
Jt
React Uplft
Size Req'd
Lbs
Lbs
In-Sx
In-Sx
A
235
27
3- 8
1- 0
Hz =
18
B
48
12
1- 8
1- 0
C
205
3
1- 8
1- 0
10-3
1
C
W.l'S
U: I12
W:800 W:108
R: 235 R: 205
U: 26 U: 2
BC 1-0-0
@- 1-0-0 -B:
ALL PLATES ARE LOCK20
Robbins Engineering, Inc./Online Plus -
Hz = 11
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
A -B 0.03 18 T 0.00 0.03
--------Bottom Chords ---------
A -C 0.04 11 T 0.00 0.04
LL Defl 0.00" in
TL Defl 0.00" in
Shear // Grain in A -C 0.06
DL Defl 0.00" at L/999
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
Plate - LOCK 20 Ga, Gross Area
Plate - RHS 20 Gar Gross Area
Jt Type Plt Size X Y JSI
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
East Coast Lumber
Analysis Conforms To:
FBC2004
OH Loading
Soffit psf 2.0
Design checked for LL on BC
per BOCA (section 1606.2.3)
and IBC/IRC-2003.
Design checked for 10 psf non -
Scale: 0.716" = 1'
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 120 mph
Mean Roof Height: 18-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load 7.0 psf
BC Dead Load 3.0 psf
Max comp. force 6 Lbs
Quality Control Factor 1.00
FABRICATOR NOTES:
1. EAST COAST LUMBER 6 SUPPLY
J.C. WEBER P.E.#17455
5285 ST. LUCIE BLVD.
FORT PIERCE FL. 34946
2. !!!CAUTION!!! READ "SCSI-B1
SUMMARY SHEET" BEFORE
HANDLING , INSTALLING 6
BRACING TRUSSES.
3. SEE ATTACHED DETAIL SHEET
FOR: 1-JACK NAILS.
2-TBRACE. 3-BEARING BLOCK.
4. DESIGNER: JIB
Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:40 AM Page 1