HomeMy WebLinkAbout27882-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-28509 Date: 06/12/02
THIS CERTIFIES that the building NEW DWELLING
Location of Property: 1250 ALBO DR LAUREL
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 126 Block 3 Lot 8
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated OCTOBER 30, 2001 pursuant to which
Building Permit No. 27882-Z dated NOVEMBER 8, 2001
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is ONE FAMILY DWELLING WITH COVERED FRONT PORCH AND ATTACHED TWO CAR
GARAGE WITH UNFINISHED ROOM ABOVE AS APPLIED FOR.
The certificate is issued to RIFAT CILEN
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0215 05/28/02
ELECTRICAL CERTIFICATE NO. 1044038 05/20/02
PLUMBERS CERTIFICATION DATED 03/26/02 MANORVILLE PLUMBING
th i d Sig ture
Rev. 1/81
I
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 27882 Z Date NOVEMBER 8, 2001
Permission is hereby granted to:
RIFAT CILEN
40-09 MORGAN ST
LITTLE NECK,NY 11363
for
NEW CONSTRUCTION OF A THREE BEDROOM SINGLE FAMILY DWELLING WITH
DECK AND TWO CAR GARAGE THAT HAS AN UNFINISHED ROOM ABOVE AS APPLIED FOR.
at premises located at 1250 ALBO DR LAUREL
County Tax Map No. 473889 Section 126 Block 0003 Lot No. 008
pursuant to application dated OCTOBER 30, 2001 and approved by the
Building Inspector.
Fee $ 1, 019 . 70
Z
Authorized Signature
COPY
Rev. 2/19/98
I
� LW 'kV. V
1OWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
A. This application must be filled in by typewriter OR ink and submitted to the building
inspector with the following: for new building or new use:
1. Final survey of .property with accurate location of all buildings, property lines,
streets, and unusual natural or topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) .
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains
less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings
and installations, a certificate of Code Compliance from architect or engineer
responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and
"pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and
unusual natural or topographic features.
2. A properly completed application and a consent to inspect signed by the applicant.
If a Certificate of Occupancy is denied, the Building Inspector shall state the
reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00,
Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00,
Additions to accessory building $25.00. Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Buildias - $100.00
3. Copy of Certificate of Occupancy - .ZSc,
4. 13pdatad Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commerciai $15.00
Date . . . . .y. . .. .2002 . . . . . . . . . . . . . . . . . . . . .. . . ..
New Construction. . . . ?. . ... Old Or Pre-existing Building... . . . .. . . . . . . . . .
Location of Property. . .1.2.5.0.AJJV. Argue.. . ... .. . ........ . ... . . .. .Mattituck': .11952 . . . .... . . . . . . .
House No. Street Hamlet
Onwer or Owners of Property.. Theodore. C. Martz Jr./ formerly Glen . . . . .
. . . . .. . . .. . .
County Tax Map No 1000, Section. 126. . . . .. ....Block. .. . . . 3. . . . . .. .Lot. 08 .. . . . . . . . . . . . . .. ..
Subdivision.. . . . . . . . . . . . . .. . . . . . ... . .. . . . . . .. . .Filed Map.. .. . . . . . . . .Lotw . .# . . . . . . . . . . . . . . . . . .
2Z 11/08/01
Permit No. . .2788. . . . . . . .Date Of Permit. . . . .. . . . . . .. .Applicant. . . Rifat Glen .
Health Dept. Approval. . .. . . . . ... . . . .... . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . .. . . . . . . . .
Planning Board Approval. . . .. . . . . . . . . . . . . . . .. .. .
Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . . . . . . . .
00
Fge Submitted: $. 25. .. . . . .
C`. '-x L? L 1P 111Z . . . . . . ... . . . . . . . . . . . . . . . . . .
APPLICANT
C-ki�
J BY THIS CERTIFICATE OF COMPLIANCE THE
5 NEW YORK BOARD OF FIRE UNDERWRITERS
SBUREAU OF ELECTRICITY
5 40 FULTON STREET -- NEW YORK, NY 10038
CERTIFIES THAT
5 Upon the application of upon premises owned by
5
WILDWOOD ELEC. THEODORE MATRZ JR.
P.O. BOX 808 1250 ALBO DRIVE
C, WADING RIVER, N.Y. 11792, LAUREL, NY 11948
5 Located at 1250 ALBO DRIVE LAUREL, NY 11948
SApplication Number: 1044038 Certificate Number: 1044038
5
5 Section: Block: Lot: Building Permit: BDC:NS11
5
Described as a Residential occupancy,wherein the premises electrical system consisting of
electrical devices and wiring,described below, located in/on the premises at:
�1 Basement,First Floor,Second Floor,Attached Garage,Outside,Attic,
5
5
was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was
5 found to be in compliance therewith on the 20th Day of May,2002.
,5 am 1L �e Rating Circuit —1m
arm and Emergency Equipment
ensor 1 0 Carbon Monoxide
5 ensor 7 0 Smoke
ppliances and Accessories
Exhaust Fan 2 0 F.H.P.
5Range 1 0 9.8 KW
5Hydro Massage Tub,Residential 1 0
5 Furnace 1 0 Oil
Wiring and Devices
rjReceptacle 38 0 General Purpose
Switch 40 0 General Purpose
rj[Fixture 25 0 Incandescent
c
Fixture 3 0 Fluorescent
Paddle Fan 6 0
Receptacle 9 0 GFCI
eceptacle 1 0 20 amp Laundry
Receptacle 1 0 30 amp Dryer seal
5Service
5 Continued on Next Page 1 of 2
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
5
0
5 BY THIS CERTIFICATE OF COMPLIANCE THE
5 NEW YORK BOARD OF FIRE UNDERWRITERS
5 BUREAU OF ELECTRICITY
5 40 FULTON STREET - NEW YORK, NY 10038
5 CERTIFIES THAT
5 Upon the application of upon premises owned by
5
5 WILDWOOD ELEC. THEODORE MATRZ JR.
5 5 P.O. BOX 808 1250 ALBO DRIVE
WADING RIVER, N.Y. 11792, LAUREL, NY 11948
5
5 Located at 1250 ALBO DRIVE LAUREL, NY 11948
5
5 Application Number: 1044038 Certificate Number: 1044038
5 Section: Block: Lot: Building Permit: BDC:NS11
5 Described as a Residential occupancy,wherein the premises electrical system consisting of
electrical devices and wiring,described below, located in/on the premises at:
5
5 Basement,First Floor,Second Floor,Attached Garage,Outside,Attic,
5
5
5 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was
5 found to be in compliance therewith on the 20th Day of May,2002.
5Name � Rate Rating Circuit Twe
Service Disconnect: 1 200 cb
5 eters: I
S
5
S
S
5
5
5
5
5
S seal
5
L5'U 2 of 2
5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
5
a
Town Hall, 53095 Main Road i Fax (516) 765-1823
P
P. O. Box 1179
Telephone (516) 765.1802
�
Southold, New York 11971 ~�
OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTHOLD
C E R T I F I C A T I O N
DATE: 03/26/02
Building Permit No. 278822
Owner: Theodore C. Martz Jr.
(please print)
Plumber: Manorville Plumbing
(please print)
I certify that the solder used in the water supply system
contains less than 2/10 of 1% lead.
(Plumbers Signature)
Sworn to before me this
�E 7` 1 day of 0-3-2-
IF
Notary Public, Su /i� County
i'
PEARL H.CHENG
Notary Public. State of New York
No.01 :H 5042533
Qualified ill Suffolk County
Commission Expires April 24,20
May 22, 2002
Town of Southold
Building Department
Town Hall
Southold, New York 11971
RE: Permit # 27882Z
1250 Albo Drive, Laurel, NY
I am the purchaser of a new home constructed at the above
location and have planted grass seed.
Sincerely,
iL)L"
thr
istian Rasmussen IV
'0 co - _ 8 TOWN OF SOUTHOLD PROPERTY RECORD CARDZtc
OWNER STREET VILLAGE DIST. SUB. LOT
FORMER OWNER N E ACR.
S W TYPE OF BUILDING
/c- —rU Wil, e i
ZES. �� SEAS. VL. FARM COMM. CB. MISC. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
10 i4 1 /6 0 �"f
d. s t.-f-if Ak 1 �. e )Al Z7Z
S9� t Sa D
_ L Z
iia �1QC E_ �priMa� /s A ffPVAF P-r9F
3 2
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE
FARM Acre Value Per Value _
Acre 1 f C
T
Tillable 1 `J
Tillable 2
Tillable 3 \� _
Noodland
FRONTAGE ON WATER
Swampland �- ll(� � 4/ 42
3rushland FRONTAGE ON ROAD a
douse Plot DEPTH
BULKHEAD
Tota l DOCK
BUILDING PERMIT EXAMINER CHECK LIST
DATE REVIEWED: 1l l /01
DATE SUBMITTED:=/ ' /O1
APPLICANT NAME: FATC, -N
SCTM# DISTRICT: 1,000 SECTION: BLOCK: LOT: S
STREET: ZSo A vsp RNT� CITY: `.AVR=- - SUBDIV. NAME:
a �«
PROJECT DESCRIPTION: IV/ 7 / �`"/'�`�` '�r.'y'•ss�o «.,��,,
LIT
ARCHITECT/ENGINEER: Cot o FAST TRACK? Nd
ok .No7 /j48/LID's►A74zS".A-
SINGLE& SEPARATE CERTIFICATJON-REQUIRED? �E5 NOTES:
LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83)
ZONING DISTRICT: CONFORMING? A/°
REQ. LOT SIZE: Y01°O' ACT. LOT SIZE: / 37,REQ. LOT COV. ,2 ACT. LOT COV.
REQ. FRONT 3s PROP. FRONT-t' 3 'r36 REQ SIDE ACT. SIDE 35 6
REQ. REAR 3 S' PROP. REAR a 3,7.17:
WATER FRO ?'? _ da DESC - ION:
PANEL #: vig 1 FLZONE:OD
�2ao x �1—
AGENCY PERMITS REQUIRED FOR REVIEW
5 E P7(C PC-&r�A IT F"c (.c3seb ROVALS RE U RED:
SUFFOLK COUNTY HEALTH DEPTjrYESAr NO, (BED#): DTE: I p / 1-4101 PERMIT#:R10-01 -O Z i S
NEW YORK STATE DEC: PPE-DEC 9/1/75 YES or O
SOUTHOLD TOWN TRUSTEES: YES o
TOWN ZONING BOARD APPROVAL: YES o
TOWN PLAN. BOARD APPROVAL: YES o
TOWN HISTORICAL PRE (SPLIA): YES o O
NYS ENERGY OR NO : +I Z 8 j
EGRESS (18 H min.? 4 sq total)� VENT(5 . x 4%) LIGHT (SQ. FT. x 8%) �/
BUILDING PERMITS OPEN/EXPIRED: BP n /�/ -Z/C/0 Z- ,
HAVE PRE CO'S : Y OR N F -Z/C/o Z- ,
NOTES:
FEE STRUCTURE: FOUNDATION: / SF
FIRST FLOOD, ys SF
SECOND FLR :,I3-�_SF INIT OTHER TOTAL
TOTAL: SF FEE FEE FEE
(
'OT 3SF)- SF)=Zoe X$ Sb 1p 10+$ 15/� +$ =$ 10 11 sjo
J
CHICAGO TITLE INSURANCE COMPANY
330 OLD COUNTRY ROAD, MINEOLA, NEW YORK 11501
(516) 742-5000 FAX (516) 746-1074
VARIANCE SEARCH
TITLE NO. : 3801-01171
COUNTY OF SUFFOLK }
}SS
STATE OF NEW YORK }
THIS IS TO CERTIFY THAT RIFAT CILEN AND THE ESTATE OF RECEP MULLAOGLU,
DECEASED, ARE THE OWNER(S) OF RECORD OF DESCRIBED PARCEL KNOWN AND DESIGNATED AS
DIST. 1000 SEC. 126.00 BLOCK 03 .00 LOT 008.000.
THAT RIFAT CILEN ACQUIRED TITLE THERETO BY DEED DATED 2/3/78 RECORDED IN
LIBER 8394 CP 224 ON 2/27/98 AND THE ESTATE OF RECEP MULLAOGLU, DECEASED, WHICH
SAID RECEP MULLAOGLUE ACQUIRED TITLE THERETO BY DEED DATED 3/28/77 RECORDED IN
LIBER 8213 CP 599 ON 4/1/77; THAT WE HAVE MADE A SEARCH OF THE RECORDS OF THE
SUFFOLK COUNTY CLERK AND/OR REGISTRAR'S OFFICE, AND THAT SAID SEARCH SHOWS THAT
NEITHER THE SAID OWNER NOR ANY PREDECESSOR IN TITLE OF THE SAID PREMISES OWNED
CONTIGUOUS PROPERTY AT ANY TIME SINCE 1/1/83 EXCEPT AS FOLLOWS:
NONE
THAT THE APPLICANT HEREIN DOES NOT OWN ANY CONTIGUOUS PROPERTY EXCEPT AS
FOLLOWS:
NONE
THIS CERTIFICATION IS MADE WITH THE INTENTION OF THE RELIANCE THEREON BY
THE BOARD OF APPEALS AND/OR BUILDING DEPARTMENT OF THE TOWN OF SOUTHOLD.
THE LIMIT OF LIABILTY UNDER THIS CERTIFICATE, FOR ANY REASON WHATSOEVER,
WHETHER BASED ON CONTRACT OR NEGLIGENCE, SHALL NOT EXCEED $1,000.00, AND SHALL BE
CONFINED TO THE APPLICANT TO WHOM THIS CERTIFICATE IS ADDRESSED, OR THE COUNTY OF
SUFFOLK.
CHICAGO TITLE INSURANCE COMPANY
BY
CAROL SZALAY
(631) 284-2422
SWORN TO BEFORE ME THIS
25TH DAY OF OCTOBER 2001.
4 �f l
NOTARY PUBLIC, SUFFOLK COUNTY, N.Y.
TOMSON S.SHEH
NOTARY PUBLIC,STATE OF NEW YORK
VARSHCT NO. 52-362151.0.SUFFOLK COUNTY
COWIMiSSION EXPIRES AUGUST 31, 23
VARIANCE SEARCH (Continued)
TITLE NO. : 3801-01171
SUBJECT PREMISES: DIST. 1000 SEC. 126.00 BLOCK 03 .00 LOT 008.000
DEED /
EDWARD C. JAMMAL
TO /
RUSTEM KAVAR AND
RECEP MULLAOGLU
DATED: 3/28/77
RECORDED: 4/1/77
LIBER 8213 PAGE 599
DEED /
RUSTEM KAVAF
TO
RIFAT CILEN
DATED: 2/3/78
RECORDED: 2/27/78
LIBER 8394 PAGE 224
RECEP MULLAOGLU DIED IN COUNTY OF QUEENS ON 6/14/96
LAST OWNER OF RECORD
PREMISES ON SOUTHWEST: DIST. 1000 SEC. 126.00 BLOCK 03.00 LOT 007.002
DEED
KATHARINE BAYLIS TUTHILL
TO
THOMAS MONGELLO
DATED: 1/5/68
RECORDED: 5/3/68
LIBER 6341 PAGE 515
DEED
THOMAS J. NAUGHTON, AS EXEC. OF THOMAS MONGELLO
TO
THOMAS H. GANNON JR.
DATED: 11/5/84
RECORDED: 11/29/84
LIBER 9686 PAGE 228
VARCONT 2
- CONTINUED -
VARIANCE SEARCH (Continued)
TITLE NO. : 3801-01171
DEED
THOMAS H. GANNON JR.
TO
ALFONSO C. STABILE AND
SARA JANE STABILE, HIS WIFE
DATED: 1/31/86
RECORDED: 2/19/86
LIBER 9980 PAGE 157
LAST OWNER OF RECORD
PREMISES ON NORTHWEST: DIST. 1000 SEC. 126.00 BLOCK 03 .00 LOT 020.000
DEED
FRANK MARTURANO AND
DOROTHY MARTURANO, HIS WIFE
TO
DANIEL J. KOWALSKI AND
SUSAN M. KOWALSKI, HIS WIFE
DATED: 8/15/78
RECORDED: 8/16/78
LIBER 8481 PAGE 17
LAST OWNER OF RECORD
PREMISES ON EAST:
ALBO DRIVE
PREMISES ON SOUTH:
ALBO DRIVE
VARCONT - CONTINUED - 3
765-1802
BUILDING DEPT.
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACES CHIMNEY
REMARKS: A
DATE INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ "OUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS:
DATE I fl v INSPECTOR IL,3�
M-lW2
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
[ ] F MING [ ] FINAL
[ FIREPL & CHIMNEY
REMARKS•
70"
L
DATE `T ////60'�.INSPECTOR
M-102
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ROUGH PLBG.
[ ] F NDATION 2ND [ ] INSULATION
[ FRAMING [ ] FINAL
[ FIREPLACE & CHIMNEY
o
REMARKS:
DATE INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ RO GH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE &rC/HIMNEY
REMARKS: w
' Zc-
DATE
INSPECTOR
M-1802
BUILDING DEPT.
114SPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS TION
[ ] FRAMING [ FINAL
[ ] FIREPLAC & CHIMNEY
E
REMARKS:
DATE 3 v INSPECTOR
M-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] 1 ATION
[ ] FRAMING [ FINAL /
[ ] FIREPLACE & CHIMNEY
REMARKS: C'O
DATE 6/0 Ido1/ INSPECTOR
I
l=gni/,- i :./ W10
r _
1 Ioil
' 11 1 A
`� / ✓ / ,
TOW _
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TOWN QF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health `y
SOUTHOLD,NY 11971 3 sets of Building Plans
TEL: 765-1802 Survey �,
PERMIT NO. Check ---4 -11 y
Septic Form
N.Y.S.D.E.C.
Trustees
Examined 1/ v4 200/ Contact: 5-+- f> Z-Q Gi r CT,
Approved ii1� 20 0/ Mail to:
Disapproved a/c
Phone:
Q W R Building Inspector
OCT 3 � �„n� O
UU APPLICATION FOR BUILDING PERMIT
BLDG.DEPT Date 10 30 20 `
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupanq
is issued by the Building Inspector.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or
Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing co e,and regulations dmit
authorized inspectors on premises and in building for necessary inspections,
t or if a corporation)
Zo
addless'of applicant)
State whether applicant is owner, lessee, agent, architect, en5pW. gener
alcontractor, electrician,plumber or.builder
���►�,,�t', � `:yam-r�
Name of owner of premises A on, 1�hD S
(as on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No. ✓I/ 0 SZ
Plumbers License No. q=aq6(?
Electricians License No. $ �
Other Trade's License No.
1. Location 1 on w ropos work will be done:
96
House Number Street Hamlet
County Tax Map No. 1000 Section a `L' Block 03 Lot 408
Subdivision Filed Map No. Lot
(Name)
2. State existing use and occupancy of premises and 'intended use and occupancy of proposed construction:
a. Existing use and occupancy UArpzr
b. Intended use and occupancy SIrqI
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
4. Estimated Cost Fee (Description)
Z 0�
(to be paid on filing this application)
5. If dwelling, number of dwelling units I Number of dwelling units on each floor
If garage, number of cars 2,
S. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
S. Dimensions of entire new construction: Front s Rear Depth c /
Height Number of Stories
9. Size of lot: Front a?89r I Reaz � -; Depth
10. Date of Purchase Al
Name of Former Owner
11. Zone or use district in which premises are situated l�
12. Does-proposed construction violate any zoning law, ordinance or regulation: X10
13. Will lot be re-graded -�\n Will excess fill be removfrom emises: YES NO
P�,�W4.�Lajlkddrres
tjo
�9l4. Names of Owner of emises o Pho
Name of Architect Addrese No !- �L
Name of Contractor z Phone No. (-- IS1 8-
15. Is this property within 100 feet of a tidal wetland? *YES
• IF YES, SOUTHOLD TOWN TRUSTEES NO BE REQ
PERMITS MAY REQUIRED
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
STATE OF NEW YORK)
-OUNTY OF SS:) l
0- �R • being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signin contract)above named,
S)He is the C M-11C
(Contractor,Agent, Corporate Officer, etc.)
.f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
hat all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
)erformed in the manner set forth in the application filed therewith.
worn to before me this
30 tl_day of 0606&- 20 O f
Notary Pdbfic Signature pplicant
HELEN C.Mws
NAY Pw*.State of New Yak
No.01J04728563
Qualified in Suffolk Cotnly
CommissionEVIM800.31, 00
Town Of Southold
P.O Box 1179
Southold, NY 11971
* * * RECEIPT * * *
Date: 10/31/01 Receipt#: 3715
Transaction(s): Subtotal
1 Septic Permit-Construct- Resid. $10.00
Check#: 3715 Total Paid: $10.00
Name: Martz Jr., Theodore
145 Ryerson Ave.
Manorville, NY 11949
Clerk ID: LBOHN Internal ID:41637
S.C.T.M. NO. DISTRICT: 1000 SECTION: 126 BLOCK: 3 LOT(S):8
Mia DWELLS
\ PUBLIC
A WATER
EL 33.9
L qO�
EL 49Bio
�lA sO�
,yfi J
DWELL
rLL'' 1 9CT P
PUBLIC o ' 7�
WATER 'D �tiF rG
cp
.
O
gN
(33.5) q�� 33.5) EX
39.7 '\
J' SAN Yc U.P.
I POOL e(Y
1 E� 37.0'
CL 30.23
O 3.5) EL 29.9 1
�F
x PROPOSED WATER SERi7CE
(33.5)
i
35.6'
EL 33.2 I
ELEV. 33.9 X32046'00-W EL 31.0
136-94-
SANDY LOAM 1• CL 29.97
DWELL
PUBLIC
WATER
PALE
uL/s
BROWN c CID,
FINE q
TO N
COARSE
SAND
SUFFOLK COUNTY DEPARTMENT OF MIA SERVICES
NO WATER 17, PERMIT i7or!•",PPROVAL OF CONSTRUCTION FOR A
S!NGi. !':%<.i[L',`RESIDENCE ONLY
9-29-01
fo(l7 fZ$ .
DATE,.__... .
APPROVC: - THE WATER SUPPLY, WELLS AND CESSPOOL
_ LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS.
AREA: 17, 132 S,F, OR 0.39 A RE€�';"P-i ?! nl1AL ELEVATION DATUM: _ asSUMED__________________
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: THEODORE C. MARTZ JR.
MAP OF:
f
FILED:
SITUATED AT: LAUREL
rowN OF: SOUTHOLD KENNETH M. WOYCHUK L.S.
SUFFOLK COUNTY, NEW YORK Land Surveying and Design
All W P.O. Box 3, Mattituck, New York, 11952
PHONE (631) 298-1588 FAX (631) 298-1588
FILE # 21 -192 SCALE: I "=30' DATE: OCT. 1 2001 N. Y. S. LIC N0. 50227 maintaining the records of Robert J. Hennessy
4
S.C.T.M. NO. DISTRICT: 1000 SECTION: 126 BLOCK: 3 LOT(S):8
,r�..
N
IN
uL/e
DWELLS
\ PUBLIC
EL 33.9 4,t4&0 4&Q x 2 .88 WATER
EL *9
� to��
J
10
DWELL to ( Iw \
PUBLIC
WATER
O
0 O
O. 1�
�N \
1 Gia. •5 EX i
39.2'
t
v.
U.P.
10 MIN POOL
W ,�f�y� r• ti O.
O
CL 3D.23
EL 29.9 1
e
~ 160
.�� PROPOSEb WATER SERyyr�,
• (37.5)
� 1
EL 33.2 29.94
NC
ELEV. 33.9 N32'46'00"yp EL 31.0
II 138.94, 0.99
SANDY LOAM 1' PE CL 29.97
DWELL
PUBLIC
WATER
PALE
q uL/s
BROWN
FINE N
TO
COARSE
SAND
"Us ROAD
NO WATER 17'
9-29-01
FOUNDATION LOC. 2-25-02 THE WATER SUPPLY, WELLS AND CESSPOOL
REVISED 1 - 16-02 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS
AREA: 17,132 S,F, OR 0.39 ACRES ELEVATION DATUM: —ASSUMED
------------------------
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOF TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCT11 1RE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC71ON OF FENCES, OD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: THEODORE C. MARTZ JR.
MAP OF: CHICAGO TITLE INSURANCE COMPANY,
FILED:
SITUATED AT: LAUREL
TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S.
SUFFOLK COUNTY, NEW YORK 'hit Land Surveying and Design
P.O. Box 3, Mattituck, New York, 11952
FILE # 21-192 SCALE: 1 "=30' DATE: OCT. 1 2001 PHONE (831) 298-1588 FAX (631) 298-1588
N. Y. S. LIC NO. 50227 maintaining the records of Robert J. Hennessy
S.C.T.M. NO. DISTRICT: 1000 SECTION: 126 BLOCK: 3 LOT(S):8 R10 01 -0215
LILIe
DWELLS
\ PUBLIC
EL .u.9 4 WATER
EL 49Leo
O Yl ra
J
' rN
DWELL CID
PUBLIC c `% ' �,�
WATER CO 'P *x'4''1.0
0
Q O
O
0.
39.2' LP
06 2r 5S
CONC.
4c 1
y U.P.
w. O .gyp• td
WOOD
STEPS
d' `6 �4 •a �3 a k2.� CL 30.23
m N
� EL 29.9 1
O '
lb0
WATER SERNCE
1
1 } _
> �
EL >=.2 I
01
1 Me46'00"W EL 31.0
138.94'
O n 29.97
DWELL
PUBLIC
�-- WATER
V $ ULIa
100
J
ROAD
FINAL SURVEY 4-4-02
FOUNDATION LOC. 2-25-02 THE WATER SUPPLY, WELLS AND CESSPOOL
REVISED 1 — 16-02 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS.
AREA: 17,132 S,F, OR 0.39 ACRES ELEVATION DATUM: — ASSUMED ____________
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
ANO/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: THEODORE C. MARTZ JR.
MAP OF: "' ,, CHICAGO TITLE INSURANCE COMPANY;
FILED: a
SITUATED AT: LAUREL iv .
TOWN OF: SOUTHOLD 1,
% f r KENNETH M. WOYCHUK L.S.
SUFFOLK COUNTY, NE11AG.YORK A/` Land Surveying and Design
7J P.O. Box 3, Mattituck, New York, 11952
FILE PHONE (831) 298-1588 FAX (831) 298-1588
// 21 —192 SCALE: 1 ��=30� DATE: OCT. 1 2001 N. Y. S. LIC N0. 50227 maintaining the records of Robert J. Hennessy
0000, � ''M'yP gl:�►1
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FROM VIC CUNEO FAX NO. : 2612744 Apr. 17 2002 08:02AM P1
Victor Cuneo, Architect
154 Lauml Road
East Northport,New York
(631)261-2744
April 17, 2002 U
APR 1 T
Town of Southold
Building Department P,° .,PrPT.
Southold Town Hall, Main Road
Southold,NY 11971
Re: 1250 Albo Drive,Laurel,NY
Permit#27882
The attached window framing detail is acceptable.
Sincerely,
1,
Victor Cuneo, Architect
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 1
Bundle #1
Bundle #1
Lineal Feet Sq. Ft. Depth Height Sheathing
------------------------------------------------------------------------------
1555-1/2" 1032 . 949 3-1/2" 95-5/8" 7/16 OSB
Components : 7
Subcomponents : 20
*** Bundle Height: 48"71
***
X55
%6 996""
67
%50(120-1/2")
X48 144"
X49 144"
X56 24" 54(20-1/2" X51 48" 1 15-1 4 3(16-1/41')
X64 78" X58(158-1/2")
X68(68-1/2--) (66(84") X67 60"
X60 144"
X53 48" X5528-1 2"
X59 48" X5248"
X62(146-112")
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 2
Bundle #1
Panel #X62 Studs : 2X4 x 92-5/8" (STUD GRADE ) [5] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 146-1/2" (STD & BTR)
*** Panel Diagonal 174-15/16" ***
Insert Start End
------------------------------------------------------------------------------
SBBS @ Start 6"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
2/3040-LB 34-1/4" 115-3/4"
RO 72-1/2"x48-1/2" FH 82-3/4" (Spacing: 16")
(2) JA-2 92-5/8" / 81-1/4"
HA-2 3-1/2" x 11-3/8" x 78-1/2"
SILLS (1) 2X4 x 72-1/2" STD & BTR
SILL CRIPPLES (6) 2X4 x 31-1/4" STD & BTR First At 8-1/2"
First Sill Cripple: 8-1/2"
------------------------------------------------------------------------------
72-1/2"
00 X
48-1/2"
N FH: 82-3/4" LO
N
T
11 loll
5885 2/3040-1B-(0)
7 16 OSB
0.. 3-V2-
146-1/2"
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 3
Bundle #1
Panel #X59 Studs: 2X4 x 92-5/8" (STUD GRADE ) [3] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 48" (STD & BTR)
*** Panel Diagonal 107" ***
Insert Start End
------------------------------------------------------------------------------
SBBS @ Start 6"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
m
LO LO
I i
0,
rn
Jr
SBBS
7/16 OSB
0" 0"
4
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 4
Bundle #1
Panel #X52 Studs : 2X4 x 92-5/8" (STUD GRADE ) [4] 16" O.C.
(1) Top and (1) Bottom Plates : 2X4 x 48" (STD & BTR)
*** Panel Diagonal 107" ***
uo io
LO LO
I A I
rn
7/16 OSB
0" 0"
4
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 5
Bundle #1
Panel #X53 Studs : 2X4 x 92-5/8" (STUD GRADE ) [4] 16" o. c.
(1) Top and (1) Bottom Plates : 2X4 x 48" (STD & BTR)
*** Panel Diagonal 107" ***
Insert Start End
------------------------------------------------------------------------------
SBBS 20-1/4" 26-1/4"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
co 00
N LO
I I
N 0 LO
rn
SBBS
7 16 OSB
0" N ir mg 0"
11
4
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page : 6
Bundle #1
Panel #X55 Studs : 2X4 x 92-5/8" (STUD GRADE ) [21 16" O.C.
(1) Top and (1) Bottom Plates : 2X4 x 28-1/2" (STD & BTR)
*** Panel Diagonal 99-3/4" ***
Insert Start End
------------------------------------------------------------------------------
SBBS @ Start 6"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
ao io
I I i
Lr) LOrn
SBBS
7/16 OSB
0" -1/2"
0"
Panel Production Sheets
Job #6 MARTZ #3 Date : 03/04/02
Standard Bottom Plate View Level 2 Page: 7
Bundle #1
Panel #X60 Studs : 2X4 x 92-5/8" (STUD GRADE ) [5] 16" O.C.
(1) Top and (1) Bottom Plates: 2X4 x 144" (STD & BTR)
*** Panel Diagonal 172-7/8" ***
Insert Start End
------------------------------------------------------------------------------
2/3040-LB 19-1/4" 100-3/4"
RO 72-1/2"x48-1/2" FH 82-3/4" (Spacing: 16")
(2) JA-2 92-5/8" / 81-1/4"
HA-2 3-1/2" x 11-3/8" x 78-1/2"
SILLS (1) 2X4 x 72-1/2" STD & BTR
SILL CRIPPLEs (6) 2X4 x 31-1/4" STD & BTR First At 7-1/2"
First Sill Cripple: 7-1/2"
------------------------------------------------------------------------------
Jr
72-1/2"
X
00 48-1/2"
LO FH: 82-3/4"
I I
N
rn
Jr
2/3040-LB-(0)
7/16 OSB
01, 0.-
44"
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 8
Bundle #1
Panel #X68 Studs : 2X4 x 92-5/8" (STUD GRADE ) [6] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 68-1/2" (STD & BTR)
*** Panel Diagonal 117-5/8" ***
OD
u1 i
N
VII I 1 11 1111 1m
7/16 OSB
0" N N N N 3-1/2"
-1
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 9
Bundle #1
Panel #X66 Studs: 2X4 x 92-5/8" (STUD GRADE ) [5] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 84" (STD & BTR)
*** Panel Diagonal 127-1/4" ***
Insert Start End
------------------------------------------------------------------------------
2668/LB 34" 72"
RO 32"x82-3/4" FH 82-3/4" (Spacing: 16")
(2) JA-1 92-5/8" / 81-1/4"
HA-6 3-1/2" x 5-1/2" x 35"
HEADER CRIPPLESs (6) 2X4 x 5-7/8" STD & BTR First At 11-3/4"
First Header Cripple: 11-3/4"
------------------------------------------------------------------------------
SBBS 72" 78"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
2xs
no
LO LO
1 32^ 1
`l) X LO
82-3/4"
FH: 82-3/4"
11111
2668/LB-(0) SBBS
7 16 OSB
0" N N 1 0"
4'
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 10
Bundle #1
Panel #X67 Studs : 2X4 x 92-5/8" (STUD GRADE ) [4] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 60" (STD & BTR)
*** Panel Diagonal 112-7/8" ***
Insert Start End
------------------------------------------------------------------------------
SBBS 15-3/4" 21-3/4"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
co 00
LO LO
i 0 1 1
LO LO
V 1h11 I Irn
SBBS
7/16 OSB
0" 0"
0"
Panel Production Sheets
Job #6 MARTZ #3 Date : 03/04/02
Standard Bottom Plate View Level 2 Page: 11
Bundle #1
Panel #X64 Studs : 2X4 x 92-5/8" (STUD GRADE ) [4] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 78" (STD & BTR)
*** Panel Diagonal 123-3/8" ***
Insert Start End
------------------------------------------------------------------------------
SBBS @ Start 6"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
SBBS 31-1/4" 37-1/4"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
A r
00
N LO
I I
N LO
0>
0 1 1 IV
�11 T
SBBS
7 16 OSB
4-1/4"
SBBS
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 12
Bundle #1
Panel #X58 Studs : 2X4 x 92-5/8" (STUD GRADE ) [6] 16" o. c.
(1) Top and (1) Bottom Plates : 2X4 x 68-1/2" (STD & BTR)
*** Panel Diagonal 117-5/8" ***
uo io
LO
LO 0rn VI I 1 1
7/16 OSB
Neg 240" H N N N N N 3-1/2"
0"
Panel Production Sheets
Job 46 MARTZ #3 Date : 03/04/02
Standard Bottom Plate View Level 2 Page: 13
Bundle #1
Panel #X56 Studs : 2X4 x 92-5/8" (STUD GRADE ) [2] 16" o. c.
(1) Top and (1) Bottom Plates : 2X4 x 24" (STD & BTR)
*** Panel Diagonal 98-9/16" ***
Insert Start End
------------------------------------------------------------------------------
SBBS @ Start 6"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
uo 00
N LO
I I i
LO LOrn
SBBS
7/16 OSB
0" 0"
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 14
Bundle #1
Panel #X54 Studs : 2X4 x 92-5/8" (STUD GRADE ) [3] 16" O. C.
(1) Top and (1) Bottom Plates : 2X4 x 20-1/2" (STD & BTR)
*** Panel Diagonal 97-13/16" ***
aoio
LO LO
N Ln
rn
IIII
7/16 OSB
0" _1/Z„
I
0"
Panel Production Sheets
Job #6 MARTZ #3 Date : 03/04/02
Standard Bottom Plate View Level 2 Page: 15
Bundle #1
Panel #X51 Studs : 2X4 x 92-5/8" (STUD GRADE ) [3] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 48" (STD & BTR)
*** Panel Diagonal 107" ***
Insert Start End
------------------------------------------------------------------------------
SBBS @ Start 6"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
CO
N Ln
I 0 1
N LO
rn
SBBS
7/16 OSB
0" 0'.
4
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 16
Bundle #1
Panel #X61 Studs: 2X4 x 92-5/8" (STUD GRADE ) [1] 16" O.C.
(1) Top and (1) Bottom Plates : 2X4 x 16-1/4" (STD & BTR)
*** Panel Diagonal 97" ***
Insert Start End
------------------------------------------------------------------------------
SBBS @ Start 6"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
uo 00
u� LO
N LO
rn
7 16 OSB
4-1/4" -1/2"
SBBS
16-1/4
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 17
Bundle #1
Panel #X63 Studs : 2X4 x 92-5/8" (STUD GRADE ) [1] 16" O. C.
(1) Top and (1) Bottom Plates : 2X4 x 16-1/4" (STD & BTR)
*** Panel Diagonal 97" ***
Insert Start End
------------------------------------------------------------------------------
SBBS @ Start 6"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
a0
u�
LO LO
rn
SBBS
7 16 OSB
0" 0"
11
i6-1/4'
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 18
Bundle #1
Panel #X49 Studs : 2X4 x 92-5/8" (STUD GRADE ) [8] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 144" (STD & BTR)
*** Panel Diagonal 172-7/8" ***
Insert Start End
------------------------------------------------------------------------------
SBBS 23-3/4" 29-3/4"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
2030-LB 34-3/4" 65-1/4"
RO 24-1/2"x36-1/2" FH 82-3/4" (Spacing: 16")
(2) JA-1 92-5/8" / 81-1/4"
HA-4 3-1/2" x 11-3/8" x 27-1/2"
SILLS (1) 2X4 x 24-1/2" STD & BTR
SILL CRIPPLEs (3) 2X4 x 43-1/4" STD & BTR First At 9-1/2"
First Sill Cripple: 9-1/2"
------------------------------------------------------------------------------
DT 99-1/2" 108"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X6 KD SPF x 14-1/2" STUD GRADE Blocks (Flat)
------------------------------------------------------------------------------
Panel #X49 Continued Next Page
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 19
Bundle #1
Panel #X49 (Continued)
(i 1z
24-1/2"
36-1/2"
ao H: 82-3/4 =
N
i
N
rn
1d.
SBBS 2030-LB-(0) DT
7/16 OSB
0" 0"
144"
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 20
Bundle #1
Panel #X48 Studs : 2X4 x 92-5/8" (STUD GRADE ) [41 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 144" (STD & BTR)
*** Panel Diagonal 172-7/8" ***
Insert Start End
------------------------------------------------------------------------------
SBBS @ Start 6"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
2/2840-LB 45-1/4" 118-3/4"
RO 64-1/2"x48-1/2" FH 82-3/4" (Spacing: 16")
(2) JA-2 92-5/8" / 81-1/4"
HA-3 3-1/2" x 11-3/8" x 70-1/2"
SILLS (1) 2X4 x 64-1/2" STD & BTR
SILL CRIPPLES (5) 2X4 x 31-1/4" STD & BTR First At 13-1/2"
First Sill Cripple : 13-1/2"
------------------------------------------------------------------------------
2
64-1/2"
X
00 48-1/2" OD
FH: 82-3/4"
LO
I I
01
sees 2/2840-Le-(o)
7 16 0se
0" 0"
144"
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 21
Bundle #1
Panel #X50 Studs: 2X4 x 92-5/8" (STUD GRADE ) [7] 16" o. c.
(1) Top and (1) Bottom Plates : 2X4 x 128-1/2" (STD & BTR)
*** Panel Diagonal 160-3/16" ***
Insert Start End
------------------------------------------------------------------------------
2030-LB 2-3/4" 33-1/4"
RO 24-1/2"x36-1/2" FH 82-3/4" (Spacing: 16")
(2) JA-1 92-5/8" / 81-1/4"
HA-4 3-1/2" x 11-3/8" x 27-1/2"
SILLS (1) 2X4 x 24-1/2" STD & BTR
SILL CRIPPLEs (3) 2X4 x 43-1/4" STD & BTR First At 9-1/2"
First Sill Cripple: 9-1/2"
------------------------------------------------------------------------------
SBBS 33-3/4" 39-3/4"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
A r
12
M24-1/2"
00
LO LO
_
I I
0)
01
1
A, 111111
2030-LB-(0)SBBS
7 16 OSB
0" ME
128-
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page : 22
Bundle #1
Panel #X57 Studs : 2X4 x 92-5/8" (STUD GRADE ) [3] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 96" (STD & BTR)
*** Panel Diagonal 135-1/2" ***
Insert Start End
------------------------------------------------------------------------------
SBBS 2-3/4" 8-3/4"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
SBBS 31-1/4" 37-1/4"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
2840-LB 41-3/4" 80-1/4"
RO 32-1/2"x48-1/2" FH 82-3/4" (Spacing: 16")
(2) JA-1 92-5/8" / 81-1/4"
HA-1 3-1/2" x 11-3/8" x 35-1/2"
SILLs (1) 2X4 x 32-1/2" STD & BTR
SILL CRIPPLES (4) 2X4 x 31-1/4" STD & BTR First At 2-1/2"
First Sill Cripple : 2-1/2"
------------------------------------------------------------------------------
Panel #X57 Continued Next Page
Panel Production Sheets
Job #6 MARTZ #3 Date : 03/04/02
Standard Bottom Plate View Level 2 Page: 23
Bundle #1
Panel #X57 (Continued)
( 1 12
32-1/2"
X
OD 48-1/2" 00
11.1
n FH: 82-3/4"
LO
I I
N LO
Of
LI
2840-LB-(0)
7/16 OSB
0.. — 0„
SBBS SBBS
0"
Panel Production Sheets
Job 46 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 24
Bundle #1
Panel #X65 Studs : 2X4 x 92-5/8" (STUD GRADE ) [5] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 96" (STD & BTR)
*** Panel Diagonal 135-1/2" ***
Insert Start End
------------------------------------------------------------------------------
SBBS @ Start 6"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
SBBS 43-1/4" 49-1/4"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
ao 30
N
I 1
N
O)
LL
SBBS SBBS
16 OSB
0" 7 0"
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 1
Bundle #2
Bundle #2
Lineal Feet Sq. Ft. Depth Height Sheathing
------------------------------------------------------------------------------
1406" 933. 672 3-1/2" 95-5/8" No Sheathing
114" 75 . 703 5-1/2" 95-5/8" No Sheathing
Components : 8
Subcomponents : 15
*** Bundle Height: 47-1/2" ***
79 (67-3/4")
71 (92-1/2")
69 (96")
75 (114")
77 (114")
74 (105-1/4") 70 (28")
81 (114") 72 (26")
84 (83") 78 (32") 76 (32")
82 (29") 80 (115")
88 (48") 89 (42")
86 (48") 85 (48")
73 (22") 87 (124")
83 (139-1/2")
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 2
Bundle #2
Panel #83 Studs : 2X4 x 92-5/8" (STUD GRADE ) (6] 16" o. c.
(1) Top and (1) Bottom Plates : 2X4 x 139-1/2" (STD & BTR)
*** Panel Diagonal 169-1/8" ***
Insert Start End
------------------------------------------------------------------------------
SBBS 74-3/4" 80-3/4"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
2668/NB 101-1/2" @ End
RO 32"x82-3/4" FH 82-3/4" (Spacing: 16")
(2) JA-1 92-5/8" / 81-1/4"
HEADER SILLS (1) 2X4 x 35" STD & BTR
HEADER CRIPPLESs (4) 2X4 x 9-7/8" STD & BTR First At 8-1/4"
First Header Cripple: 8-1/4"
------------------------------------------------------------------------------
4
no
N LO
1 32" 1
Ln
rn X
82-3/4"
FH: 82-3/4"
2668/NB
.....................................
SBBS
-1
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 3
Bundle #2
Panel #73 Studs: 2X4 x 92-5/8" (STUD GRADE ) [2] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 22" (STD & BTR)
*** Panel Diagonal 98-1/8" ***
Insert Start End
------------------------------------------------------------------------------
SBBS @ Start 6"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
uo 00
NLO
I I
N
O1
SBBS
0"
Panel Production Sheets
Job #6 MARTZ #3 Date : 03/04/02
Standard Bottom Plate View Level 2 Page : 4
Bundle #2
Panel #87 Studs : 2X4 x 92-5/8" (STUD GRADE ) [9] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 124" (STD & BTR)
*** Panel Diagonal 156-9/16" ***
Insert Start End
------------------------------------------------------------------------------
SBBS 39-3/4" 45-3/4"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
no CO
N
LO
I I
N
0)
SBBS
4"
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 5
Bundle #2
Panel #86 Studs : 2X4 x 92-5/8" (STUD GRADE ) [3] 16" o. c.
(1) Top and (1) Bottom Plates : 2X4 x 48" (STD & BTR)
*** Panel Diagonal 107" ***
Insert Start End
------------------------------------------------------------------------------
SBBS @ Start 6"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
ao
LO
N
rn
SBBS
4
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page : 6
Bundle #2
Panel #85 Studs : 2X4 x 92-5/8" (STUD GRADE ) [4] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 48" (STD & BTR)
*** Panel Diagonal 107" ***
ao 00
LO
LO
rn
4
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 7
Bundle #2
Panel #88 Studs : 2X4 x 92-5/8" (STUD GRADE ) [4] 16" o. c.
(1) Top and (1) Bottom Plates : 2X4 x 48" (STD & BTR)
*** Panel Diagonal 107" ***
CO Do
LO LO
I i
N
rn
4
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 8
Bundle #2
Panel #89 Studs : 2X4 x 92-5/8" (STUD GRADE ) [4] 16" o.c.
(1) Top and (1) Bottom Plates: 2X4 x 42" (STD & BTR)
*** Panel Diagonal 104-7/16" ***
CO 00
0 LO
I i
to inrn
4211
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page : 9
Bundle #2
Panel #82 Studs : 2X4 x 92-5/8" (STUD GRADE ) [3] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 29" (STD & BTR)
*** Panel Diagonal 99-15/16" ***
CO
LO Ln
I i
LO LOrn
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 10
Bundle #2
Panel #80 Studs : 2X4 x 92-5/8" (STUD GRADE ) [3] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 115" (STD & BTR)
*** Panel Diagonal 149-9/16" ***
Insert Start End
------------------------------------------------------------------------------
2068/NB @ Start 32"
RO 26"x82-3/4" FH 82-3/4" (Spacing: 16")
(2) JA-1 92-5/8" / 81-1/4"
HEADER SILLS (1) 2X4 x 29" STD & BTR
HEADER CRIPPLESs (3) 2X4 x 9-7/8" STD & BTR First At 13-3/4"
First Header Cripple: 13-3/4"
------------------------------------------------------------------------------
SBBS 58-3/4" 64-3/4"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
2068/NB 64-3/4" 96-3/4"
RO 26"x82-3/4" FH 82-3/4" (Spacing: 16")
(2) JA-1 92-5/8" / 81-1/4"
HEADER SILLs (1) 2X4 x 29" STD & BTR
HEADER CRIPPLESs (3) 2X4 x 9-7/8" STD & BTR First At 13"
First Header Cripple: 13"
------------------------------------------------------------------------------
Panel #80 Continued Next Page
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 11
Bundle #2
Panel #80 (Continued)
1Z4" -1 2"
uo
LO
N
26" 26" 1
rn X X
82-3/4" 82-3/4"
FH: 82-3/4" FH: 82-3/4"
SBBS
2068 NB 2068 NB
115"
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 12
Bundle #2
Panel #84 Studs : 2X4 x 92-5/8" (STUD GRADE ) [3] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 83" (STD & BTR)
*** Panel Diagonal 126-5/8" ***
Insert Start End
------------------------------------------------------------------------------
2668/NB 45" @ End
RO 32"x82-3/4" FH 82-3/4" (Spacing: 16")
(2) JA-1 92-5/8" / 81-1/4"
HEADER SILLs (1) 2X4 x 35" STD & BTR
HEADER CRIPPLESs (3) 2X4 x 9-7/8" STD & BTR First At 16-3/4"
First Header Cripple: 16-3/4"
------------------------------------------------------------------------------
8-1 4"
uo
N LO
32"
rn X
82-3/4"
FH: 82-3/4"
2668 NB
Im
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 13
Bundle #2
Panel #78 Studs: 2X4 x 92-5/8" (STUD GRADE ) [2] 16" o. c.
(1) Top and (1) Bottom Plates : 2X4 x 32" (STD & BTR)
*** Panel Diagonal 100-13/16" ***
Insert Start End
------------------------------------------------------------------------------
SS 29" @ End
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
------------------------------------------------------------------------------
uo 00
to LOrn
Jr
SS
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 14
Bundle #2
Panel #76 Studs : 2X4 x 92-5/8" (STUD GRADE ) [2] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 32" (STD & BTR)
*** Panel Diagonal 100-13/16" ***
Insert Start End
------------------------------------------------------------------------------
SS 29" @ End
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
------------------------------------------------------------------------------
00
N
N LO
rn 01
SS
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 15
Bundle #2
Panel #81 Studs : 2X4 x 92-5/8" (STUD GRADE ) [8] 16" o.c.
(1) Top and (1) Bottom Plates: 2X4 x 114" (STD & BTR)
*** Panel Diagonal 148-13/16" ***
uo 00
LO
I i
LO
rn
4"
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 16
Bundle #2
Panel #72 Studs 2X4 x 92-5/8" (STUD GRADE ) [0] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 26" (STD & BTR)
*** Panel Diagonal 99-1/16" ***
Insert Start End
------------------------------------------------------------------------------
1668/NB @ Start @ End
RO 20"x82-3/4" FH 82-3/4" (Spacing: 16")
(2) JA-1 92-5/8" / 81-1/4"
HEADER SILLS (1) 2X4 x 23" STD & BTR
HEADER CRIPPLESs (3) 2X4 x 9-7/8" STD & BTR First At 13-3/4"
First Header Cripple: 13-3/4"
------------------------------------------------------------------------------
111
-1/4"
co
Ln In
L1O 20" 1
LO
pf X
82-3/4"
: 82-3/ '
1668 NB
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 17
Bundle #2
Panel #74 Studs : 2X4 x 92-5/8" (STUD GRADE ) [2] 16" o. c.
(1) Top and (1) Bottom Plates : 2X4 x 105-1/4" (STD & BTR)
*** Panel Diagonal 142-3/16" ***
Insert Start End
------------------------------------------------------------------------------
2068/NB @ Start 32"
RO 26"x82-3/4" FH 82-3/4" (Spacing: 16")
(2) JA-1 92-5/8" / 81-1/4"
HEADER SILLs (1) 2X4 x 29" STD & BTR
HEADER CRIPPLESs (3) 2X4 x 9-7/8" STD & BTR First At 13-3/4"
First Header Cripple: 13-3/4"
------------------------------------------------------------------------------
SSS 32" 36-1/2"
3 2X4 x 92-5/8" STUD GRADE Studs (Edge)
------------------------------------------------------------------------------
2668/NB 36-3/4" 74-3/4"
RO 32"x82-3/4" FH 82-3/4" (Spacing: 16")
(2) JA-1 92-5/8" / 81-1/4"
HEADER SILLs (1) 2X4 x 35" STD & BTR
HEADER CRIPPLESs (4) 2X4 x 9-7/8" STD & BTR First At 9"
First Header Cripple: 9"
------------------------------------------------------------------------------
SBBS 74-3/4" 80-3/4"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
Panel #74 Continued Next Page
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 18
Bundle #2
Panel #74 (Continued)
io
LO 26" 32"
rn X X
82-3/4" 82-3/4"
FH: 82-3/4" FH: 82-3/4"
SSS
2068 NB 2668 NB
11
SBBS
_ 4-
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 19
Bundle #2
Panel #70 Studs : 2X4 x 92-5/8" (STUD GRADE ) [1] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 28" (STD & BTR)
*** Panel Diagonal 99-5/8" ***
Insert Start End
------------------------------------------------------------------------------
SBBS @ Start 6"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
DT (2X4 ) 21-1/2" @ End
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
(2X4 ) 6 2X4 x 14-1/2" STUD GRADE Blocks (Flat)
------------------------------------------------------------------------------
uo io
NLO
LO
I I
0)
DT
So 3
0"
Panel Production Sheets
Job #6 MARTZ #3 Date : 03/04/02
Standard Bottom Plate View Level 2 Page: 20
Bundle #2
Panel #77 Studs: 2X6 DOUG FIR x 92-5/8" (STUD GRADE ) [7] 16" o.c.
(1) Top and (1) Bottom Plates : 2X6 x 114" (#2 & BTR)
*** Panel Diagonal 148-13/16" ***
Insert Start End
------------------------------------------------------------------------------
SBBS 59-1/4" 65-1/4"
2 2X6 KD SPF x 92-5/8" STUD GRADE Studs (Edge)
6 2X6 KD SPF x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
u0
I I
N
Of
*BS1
114"
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 21
Bundle #2
Panel #75 Studs : 2X4 x 92-5/8" (STUD GRADE ) [8] 16" o.c.
(1) Top and (1) Bottom Plates : 2X4 x 114" (STD & BTR)
*** Panel Diagonal 148-13/16" ***
CO 30
tn
I i
N
rn
114"
0"
Panel Production Sheets
Job #6 MARTZ #3 Date : 03/04/02
Standard Bottom Plate View Level 2 Page: 22
Bundle #2
Panel #69 Studs : 2X4 x 92-5/8" (STUD GRADE ) [3] 16" o. c.
(1) Top and (1) Bottom Plates : 2X4 x 96" (STD & BTR)
*** Panel Diagonal 135-1/2" ***
Insert Start End
------------------------------------------------------------------------------
SBBS @ Start 6"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
2/2068-NL 21-1/2" 78"
RO 50-1/2"x82-3/4" FH 82-3/4" (Spacing: 16")
(2) JA-1 92-5/8" / 81-1/4"
HA-5 3-1/2" x 5-1/2" x 53-1/2"
HEADER CRIPPLESs (5) 2X4 x 5-7/8" STD & BTR First At 8-1/4"
First Header Cripple: 8-1/4"
------------------------------------------------------------------------------
(2) 2x6
ao 00
Ln LO1
, 50-1/2" 1
rn LOX
82-3/4"
FH: 82-3/4"
2/2068-NL
SBBS
96-1
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 23
Bundle #2
Panel #71 Studs : 2X4 x 92-5/8" (STUD GRADE ) [7] 16" O.C.
(1) Top and (1) Bottom Plates : 2X4 x 92-1/2" (STD & BTR)
*** Panel Diagonal 133-1/16" ***
ao CO
LO LO
I i
LO LOrn
0"
Panel Production Sheets
Job #6 MARTZ #3 Date: 03/04/02
Standard Bottom Plate View Level 2 Page: 24
Bundle #2
Panel #79 Studs : 2X4 x 92-5/8" (STUD GRADE ) [5] 16" o. c.
(1) Top and (1) Bottom Plates : 2X4 x 67-3/4" (STD & BTR)
*** Panel Diagonal 117-3/16" ***
Insert Start End
------------------------------------------------------------------------------
DT 20-1/2" 29"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X6 KD SPF x 14-1/2" STUD GRADE Blocks (Flat)
------------------------------------------------------------------------------
SBBS 43-1/4" 49-1/4"
2 2X4 x 92-5/8" STUD GRADE Studs (Edge)
6 2X4 x 14-1/2" STUD GRADE Blocks (Edge)
------------------------------------------------------------------------------
ao CO
NLO
N LO
rn
DT
SBBS
67-3/4"
0"
Victor Cuneo, Architect
154 Laurel Road
East Northport, New York
(631) 261- 2744
2 8 2002
March 26, 2002 _
Town of Southold
Building Department
Southold Town Hall, Main Road
Southold, NY 11971
Re: 1250 Albo Drive, Laurel, NY
Permit#27882
This will affirm that the substitution of roof trusses, open web floor trusses, and
pre—manufactured wall sections for the project`Brookville 6" at the above
referenced location is permissible per the engineered approved drawings
submitted to the town.
Vi Cd6eo, rcoitect
, Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering
T02030405 2FIL 1 1 Mioo 260000 192 0 0
U#0249 J#J202021 HOUSE #3 SECOND FLOOR
NO 1-0-0 NO 1-0-0
m
0
® o
EP= 25-9-0 awn
TCS" 25-9-0
1x3= 3x6= 1x3-.
44 3x3
S2 3x3 RR
3x3 E 3x3 3x3 3x3 3x3 . 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 00 3x3
A G I K M O Q S U W Y AA CC EE GG II KK MM C
1-0-0 B '' D
3z3 F B J L N P R T V X Z BE DO FF HE JJ LL NN PP 3x3
3x3 3x3 3x3. 3x3. 3x3 3x3. 3x3 3x3 3x3 3x3 3x3 , 3x3 3x3 3x3 3x3 3x3 3x3 , 3x3 3x3
S1
3x6=
SC 26-0-0
EP
-
EP 26-0-0
E 26-0-0
ALL PLATES ARE LOCK20
Scale:0.241"=1'
APPROX. TRUSS WEIGHT: 129.7 TBS
Online Plus -- Version 11.5.017 HEWER CSI P(LBS) M@1ST M@2ND S 1001 3.00 X 3.00 CTR CTR
RUN DATE: 3- 7-02 X-Z .00 0 T 0 0 T 1001 3.00 X 3.00 CTR CTA
Z-BB .00 0 T 0 0 U 1001 3.00 X 3.00 CTR CTA
CSI SIZE LUMBER 1.15FB BB-DD .00 0 T 0 0 V 1001 3.00 X 3.00 CTR CTR
TOP .08 4X 2 SPF-#2 1660 DD-FF .00 0 T 0 0 W 1001 3.00 X 3.00 CTR CTR
'TM .00 4X 2 SPF-#2 1660 FF-HH .00 0 T 0 0 X 1001 3.00 X 3.00 CTR CTR
�S .04 4X 2 SPF-#3 951 HH-JJ .00 0 T 0 0 Y 1001 3.00 X 3.00 CTR CTR
JMBER STRESS INCREASE: .0% JJ-LL .00 0 T 0 0 Z 1001 3.00 X 3.00 CTR CTR
:.EPETITIVE MEMBER INCREASES: LL-NN .00 0 T 0 0 AA 1001 3.00 X 3.00 CTR CTR
FB 15.08 FT .OE FC .0% NN-PP .00 0 T 0 0 BE 1001 3.00 X 3.00 CTR CTA
PP-D .00 0 T 0 0 CC 1001 3.00 X 3.00 CTR CTA
LATERAL BRACING: WEBS DO 1001 3.00 X 3.00 CTA CTA
TOP CHORD - CONTINUOUS B-QQ = 15 C B-QQ = 15 C EE 1001 3.00 X 3.00 CTR CTA
BTM CHORD - CONTINUOUS QQ-A = 30 C F-E = 123 C FF 1001 3.00 X 3.00 CTR CTA
TRUSS SPACING - 24.0 IN. H-G - 137 C J-I = 133 C GG 1001 3.00 X 3.00 CTA CTA
L-K = 134 C N-M - 134 C HE 1001 3.00 X 3.00 CTA CTR
LOADING LIVE DEAD (PSF) P-0 - 134 C R-Q - 134 C II 1001 3.00 X 3.00 CTA CTR
TOP CED 40.0 10.0 T-S - 134 C V-U - 134 C JJ 1001 3.00 X 3.00 CTR CTR
BTM CHD .0 5.0 X-W = 134 C Z-Y - 134 C KK 1001 3.00 X 3.00 CTR CTR
TOTAL 40.0 15.0 55.0 BB-AA= 134 C DD-CC= 134 C LL 1001 3.00 X 3.00 CTR CTR
FF-EE= 134 C HH-GG= 134 C MM 1001 3.00 X 3.00 CTR CTA
SUPPORT CRITERIA JJ-II= 134 C LL-KK= 133 C NN 1001 3.00 X 3.00 CTA CTA
CONTINUOUS BETWEEN JNTS B 6 D NN-MM= 137 C PP-00= 123 C 00 1001 3.00 X 3.00 CTR CTA
RR-C = 30 C D-RR 15 C PP 1001 3.00 X 3.00 CTA CTA
D-RR = 15 C QQ 9999 1.00 X 3.00 1.5 .5
MEMBR CSI P(LBS) M@1ST M@2ND RR 9999 1.00 X 3.00 1.5 .5
TOP CHORDS DL+LL DEFL = .00" IN E-G S1 1100 3.00 X 6.00 CTR .2
A-E .07 0 T 0 -148 LL DEFL - .00" < BRG-SPAN/360 S2 1100 3.00 X 6.00 CTR .2
E-G .08 0 T 148 -185 SPAN/DEFL (DL+LL) = 999
G-I .08 0 T 185 -175
I-K .08 0 T 175 -178 PLATING CONFORMS TO TPI
K-M .08 0 T 178 -177 PLATE VALUES MAY BE VERIED REVIEWED BY:
M-O .08 0 T 177 -177 WITH ROBBINS ENGINEERING, INC. Robbins Engineering, Inc.
O-Q .08 0 T 177 -177 GRIP BASED ON SPF i SYP LUMBER PO Box 280055
Q-S .08 0 T 177 -177 USING GROSS AREA TEST. Tampa, FL 33682
S-U .08 0 T 177 -177 PLATES - 20 GAUGE LOCK
U-W .08 0 T 177 -177 GRIPPING 335-174 PSI PER PAIR REFER TO ROBBINS ENG. GENERAL
W-Y .08 0 T 177 -177 INCLUDES .0% INCREASE NOTES AND SYMBOLS SHEET FOR
Y-AA .08 0 T 177 -177 TENSION 1339- 465 PLI PER PAIR ADDITIONAL SPECIFICATIONS.
AA-S2 .08 0 T 177 62 SHEAR 784- 506 PLI PER PAIR
S2-CC .08 0 T -62 -177 NOTES:
CC-EE .08 0 T 177 -177 JT TYPE PLATE SIZE X Y 1. TRUSSES MANUFACTURED BY -
EE-GG .08 0 T 177 -177 A 4000 3.00 X 3.00 CTR .7 TRIANGLE BUILDING PRODUCT
GG-LI .08 0 T 177 -178 B 4000 3.00 X 3.00 CTR CTA 2. EMPIRICAL ANALOG IS USED.
II-KK .08 0 T 178 -175 C 4000 3.00 X 3.00 CTR .7
`'K-MM .08 0 T 175 -185 D 4000 3.00 X 3.00 CTR CTR
-JO .08 0 T 185 -148 E 1001 3.00 X 3.00 CTA CTR of N. IE
W
'.:v-C 'OF 1001 3.00 X 3.00 CTR CTR
BOTTOM CHORDS48 0 G 1001 3.00 X 3.00 CTR CTR QPSL S. 44 YO
B-F .00 0 T 0 0 H 1001 3.00 X 3.00 CTR CTR
F-8 .00 0 T 0 0 I 1001 3.00 X 3.00 CTR CTR 0
H-J .00 0 T 0 O J 1001 3.00 X 3.00 CTA CTR
J-L .00 0 T 0 0 K 1001 3.00 X 3.00 CTR CTR
L-N .00 0 T 0 0 L 1001 3.00 X 3.00 CTA CTR
N-P .00 0 T 0 0 M 1001 3.00 X 3.00 CTA CTA l•w• 11 W
P-R .00 0 T 0 0 N 1001 3.00 X 3.00 CTR CTR 0 t11%
R-S1 .00 0 T 0 0 O 1001 3.00 X 3.00 CTR CTR
SI-T .00 0 T 0 0 P 1001 3.00 X 3.00 CTR CTR
T-V .00 0 T 0 0 Q 1001 3.00 X 3.00 CTR CTR FO 07/3 O !4�
V-X .00 0 T 0 0 R 1001 3.00 X 3.00 CTR CTR pgOFESS1ONP�
ONLINE PLUS"Version:11 5.017 Engineering-Portrait 03,107/02 9:16:40 AM Page 1 MAR o 8 2002
Job r Quan Type Span P1-H1 Left OH Right OH Engineering
TO 2030405 2F2 8 M100 260000 192 0 0
U#0249 J#J202021 HOUSE #3 SECOND FLOOR
HO 1-0-0 NO 1-0-0
O N m N m O m
CD ® m-1 lb QN CD = O
,O Oy On .i-r 00 b OT O
EP0-4-8 3-10-8 6-5-4 m 10-0-12 12-6-12 � 17-9-12 M m o""+ 24-4-8 Cn a;
TC�1-4-8 2-6-0 2-6-12 2-6-12 2-6-0 "'-' '+" 2-6-0 '-'i '<'1 't`1 2-6-0
1x3= 1x3-
e
3x6= E
3.3 3x6= 4x4= 3x3=4x4= 3x6=S2 5x8= 3x3 4x6= 4x4= 3x3 3x3 3x3= 4x4= 3x3
A S T U V W X G Y Z AA BE CC DO D
1-0-0 C
4x6= R Q P O N M H L K J I 3x6=
4x4- 3x3= 3x3 3x3 4x4= 4x6= 5x10= S1 3x6= 4x4= 3x3= 3x3=
$ $ 3x6= g
W:308 W:308 W:308
R: 663 R:1725 R: 557
BC 2-9-0 2-6-0 10312 Na 10312 2-6- 2-7-8 2-7-8 2-6-12 w 2-6-12 2-9-0
EP 2-9-0 5-3-0 60612 .0 81104 11-5-4 14-0-12 16-8-4 19-3-0 m 23-3-0 26-0-0
c
into
m C0
N
-- - ---26-0-0 - -- -ALL PLATES ARE LOCK20
Scale:0.235"=V
APPROX. TRUSS WEIGHT: 160.9 LBS
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) MIST M@2ND TENSION 1339- 465 PLI PER PAIR
RUN DATE: 3- 7-02 TOP CHORDS SHEAR 784- 506 PLI PER PAIR
A-S .18 0 T 0 -389
CSI SIZE LUMBER 1.15FB S-T .39 1522 C 395 -726 JT TYPE PLATE SIZE X Y
TOP .89 4X 2 SPF-#2 1660 T-U .44 2184 C 726 -75 A 4000 3.00 X 3.00 CTR .7
BTM .85 4X 2 SPF-112 1660 U-V .41 2239 C 75 -589 B 9999 1.00 X 3.00 1.5 .5
WES .55 4X 2 SPF-#3 951 V-W .36 1759 C 589 -622 C 4010 4.00 X 6.00 CTR 1.5
EXCEPTIONS: W-S2 .29 501 C 622 342 D 4000 3.00 X 3.00 CTR .7
H-G 2 4X 2 SPF-#3 951 S2-X .22 501 C -342 -459 E 9999 1.00 X 3.00 1.5 .5
REPETITIVE MEMBER INCREASES: X-G .84 2213 T 477 -265 F 4010 3.00 X 6.00 CTR CTR
FB 15.08 FT .08 FC .08 G-Y .89 2213 T 265 -577 G 1001 3.00 X 3.00 CTR CTR
Y-Z .35 874 T 158 -13 H 1070 5.00 X10.00 CTR 1.5
LATERAL BRACING: Z-AA .47 1545 C 377 -539 I 1010 3.00 X 3.00 CTR CTR
TOP CHORD - CONTINUOUS AA-BB .46 1545 C 539 408 J 1050 3.00 X 3.00 CTR CTA
BTM CHORD - CONTINUOUS BE-CC .39 1545 C -408 -528 X 1030 4.00 X 4.00 1.5 1.5
TRUSS SPACING - 24.0 IN. CC-DD .30 1210 C 528 -469 L 1010 3.00 X 6.00 CTR CTA
DD-D .22 0 T 451 0 M 1010 4.00 X 6.00 CTR 1.5
STANDARD LOADING BOTTOM CHORDS N 1010 4.00 X 4.00 CTA 1.5
:.UMBER STRESS INCREASE: .08 C-R .32 952 T 0 0 O 1001 3.00 X 3.00 CTA 2.2
PLATE STRESS INCREASE: .08 R-Q .62 2057 T 0 -28 P 1001 3.00 X 3.00 CTR .7
LOADING LIVE DEAD (PSF) Q-P .85 2239 T 28 486 Q 1010 3.00 X 3.00 CTR CTR
TOP CHU 40.0 10.0 P-0 .85 2239 T -486 -312 R 1010 4.00 X 4.00 CTR 1.5
BTM CHD .0 5.0 O-N .77 2239 T 312 83 S 1010 3.00 X 6.00 CTA CTR
TOTAL 40.0 15.0 55.0 N-M .43 1315 T -83 -29 T 1010 4.00 X 4.00 CTA 1.5
SUPPORT CRITERIA M-H .16 904 C 44 -260 U 1030 3.00 X 3.00 CTA CTR
JT REACT WIDTH JT REACT WIDTH H-S1 .20 1190 C 204 32 V 1050 4.00 X 4.00 2.5 1.5
LES IN-SX LBS IN-SX SI-L .08 1190 C -32 20 W 1010 3.00 X 6.00 CTR CTA
C 624 3- 8 H 1725 3- 8 L-K .46 1138 T -52 -295 X 1010 5.00 X 8.00 CTR 1.5
F 482 3- 8 K-J .59 1545 T 295 340 Y 1010 4.00 X 6.00 CTR 1.5
J-I .61 1558 T -340 -109 Z 1010 4.00 X 4.00 CTA 1.5
LOAD CASE #1 UNBALANCED LOAD I-F .28 799 T 109 0 AA 1001 3.00 X 3.00 CTR 2.2
LUMBER STRESS INCREASE: .08 WEBS BE 1001 3.00 X 3.00 CTR .7
PLATE STRESS INCREASE: .08 C-B - 23 C C-B = 23 C CC 1010 3.00 X 3.00 CTR CTR
LOADING LIVE DEAD (PSF) B-A - 46 C C-S - 1129 C DO 1010 4.00 X 4.00 CTR 1.5
TOP CHD 40.0 10.0 S-R - 696 T R-T = 653 C S1 1100 3.00 X 6.00 CTR .2
BTM CHD .0 5.0 T-Q = 156 T Q-U - 116 T S2 1100 3.00 X 6.00 CTR .2
TOTAL 40.0 15.0 55.0 P-U - 119 C O-V = 135 T
EXCEPTIONS: V-N = 675 C N-W = 615 T REVIEWED BY:
G-D .0 10.0 W-M = 1060 C M-X = 1100 T Robbins Engineering, Inc.
SUPPORT CRITERIA X-H = 1551 C H-G - 106 C PO Box 280055
JT REACT WIDTH JT REACT WIDTH H-Y = 1384 C Y-L - 911 T Tampa, FL 33682
LBS IN-SX LHS IN-SX L-Z - 924 C Z-K - 696 T {� or- Me�y
C 663 3- 8 B 1166 3- 8 K-AA - 277 C J-BB = 97 T REFER TO ROBBI R ,
F 55 3- 8 J-CC = 259 C CC-I = 425 C NOTES AND
I-DD = 502 T DD-F - 947 C ADDITIO SP ON
LOAD CASE #2 UNBALANCED LOAD E-D = 42 C F-E = 21 C
LUMBER STRESS INCREASE: .08 F-E = 21 C NOTES: y
PLATE STRESS INCREASE: .08 1. TRUSSES A ••� JS
LOADING LIVE DEAD (PSF) DL+LL DEFL = .23" IN T-U TRIANG LDIN a
TOP C® 40.0 10.0 LL DEFL = .18" < BRG-SPAN/360 2. EMPIRI �1 SD\• /u
BTM CHD .0 5.0 SPAN/DEFL (DL+LL) = 999 3. ONBALANC S (V
TOTAL 40.0 15.0 55.0 ( g 1
EXCEPTIONS: PLATING CONFORMS TO TPI 4. PROVIDE 2 INUQQ{S
A-G .0 10.0 PLATE VALUES MAY BE VERIED STRONGBACK TO
SUPPORT CRITERIA WITH ROBBINS ENGINEERING, INC. EVERY 120".
JT REACT WIDTH JT REACT WIDTH GRIP BASED ON SPF 6 SYP LUMBER TRUSS W/ 3-16 ESS10NP�"
LBS IN-SX LBS IN-SX USING GROSS AREA TEST.
C 131 3- 8 H 1028 3- 8 PLATES - 20 GAUGE LOCK
F 557 3- 8 GRIPPING 335-174 PSI PER PAIR
INCLUDES .08 INCREASE
ONLINE PLUS In,Version:11.5.017 Engineering-Portrait 03!07,'029:16:41 AM Page MAR 0 8
9009
. Job Mark QuanType Span P1-H1 Left OH Right OH Engineering
T02030405 2F3 1 14100 270212 192 0 0
U#0249 J#J202021 HOUSE #3 SECOND FLOOR
NO 1-0-0 HO 1-0-0
0
N O N C
OID NO VV ID NP m"I ® OD 0-1 O@1 O
m
M C0 ® Oy O�1 OD 00-4 .i
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TCm m 3-10-5 m m oy 10-4-4 a♦ m 15-7-4 18-2-0 on 21-10-4 24-4-4'*12-6-0-
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� '*1 2-6-0 "� 'i0 `i' 2-6-0 "+i "+'1 2-6-0 2-6-12 '�"t 2-6-12 2-6-00
4x6
D
1x3= _
B
3x6=
3x3 3x6= 3x3=3x3 . 3x3 4x4- 4x6- 3x3 4x6= S2 3x6= 3x3-3x3= 4x4= 3x6= 3x3
A T U V W X Y H Z AA BB CC DD EE F j
1-0-0 C r. LYS
3z6= E 2YS=
S R Q P I O N M L K J G 3x3
3x3= 3x3= 4x4= 3x6= 5x10= 4x6= S1 3z3=3x3 3x3 3x3= 4x4- 5x10=
x! 3x6=
. $Cant:1- 2-12
W:308 W:508 W:308
R: 562 R:1664 R:1231
HC ® 6
EP
PW -10-4 14- -1m 23-2?2 25-1�0-42-90 5 2 1621--12 �
a
® m .u1 1� 4
C0 m m m m
N
27-2-12
ALL PLATES ARE LOCK20
Scale:0.219"=1'
APPROX. TRUSS WEIGHT: 173.4 LBS
Online Plus -- Version 11.5.017 F-D .0 10.0 MEMEIR CSI P(LBS) M@1ST M@2ND
RUN DATE: 3- 7-02 CONCENTRATED LOADS (LBS) E-D = 2 C
D 0 (LIVE)
CSI SIZE LUMBER PB D 109 (DEAD) DL+LL DEFL = .2311 IN CC-DD
TOP .89 4X 2 SPF-#2 1441 SUPPORT CRITERIA LL DEFL - .18" < BRG-SPAN/360
BTM .85 4X 2 SPF-#2 1441 JT REACT WIDTH JT REACT WIDTH LL DEFL (CANT) = .0211 < C/180
WBS .51 4X 2 SPF-#3 825 LBS IN-SX LBS IN-SX SPAN/DEFL (DL+LL) = 999
EXCEPTIONS: C 54 3- 8 I 1157 5- 8
I-H 2 4X 2 SPF-#3 825 G 830 3- 8 PLATING CONFORMS TO TPI
G-F G-D SAME AS I-H PLATE VALUES MAY BE VERIED
WITH ROBBINS ENGINEERING, INC.
'ATERAL BRACING: MEMER CSI P(LBS) M@1ST M@2ND GRIP BASED ON SPF i SYP LUMBER
'OP CHORD - CONTINUOUS TOP CHORDS USING GROSS AREA TEST.
'M CHORD - CONTINUOUS A-T .25 0 T 0 -455 PLATES - 20 GAUGE LOCK
,USS SPACING - 24.0 IN. T-U .34 1223 C 472 -517 GRIPPING 335-174 PSI PER PAIR
U-V .41 1584 C 517 353 INCLUDES .08 INCREASE
,ANDARD LOADING V-W .48 1584 C -353 -447 TENSION 1339- 465 PLI PER PAIR
LUMBER STRESS INCREASE: .06 W-X .48 1584 C 447 -391 SHEAR 784- 506 PLI PER PAIR
PLATE STRESS INCREASE: .04 X-Y .36 866 T 20 -155
LOADING LIVE DEAD (PSF) Y-H .89 2099 T 568 -259 JT TYPE PLATE SIZE X Y
TOP CHD 40.0 10.0 H-Z .84 2099 T 259 -466 A 4000 3.00 X 3.00 CTR .7
BTM CHU .0 5.0 Z-52 .26 519 T 102 51 B 9999 1.00 X 3.00 1.5 .5
TOTAL 40.0 15.0 55.0 S2-AA .35 519 T -51 -144 C 4010 3.00 X 6.00 CTR CTR
CONCENTRATED LOADS (LBS) AA-BB .40 1711 C 629 -570 D 4010 4.00 X 6.00 1.5 1.5
D 290 (LIVE) BB-CC .41 2172 C 570 -94 E 4000 3.00 X 3.00 CTA .7
D 109 (DEAD) CC-DD .49 2089 C 94 -732 F 1001 3.00 X 3.00 CTR CTR
SUPPORT CRITERIA DD-EE .43 1374 C 732 -378 G 1070 5.00 X10.00 CTR 1.5
JT REACT WIDTH JT REACT WIDTH EE-F .39 690 T 66 -203 H 1001 3.00 X 3.00 CTR CTR
LBS IN-SX LES IN-SX F-D .34 690 T 203 -2 I 1070 5.00 X10.00 CTR 1.5
C 484 3- 8 I 1664 5- 8 BOTTOM CHORDS J 1010 4.00 X 4.00 CTR 1.5
G 1231 3- 8 C-S .28 806 T 0 -96 K 1010 3.00 X 3.00 CTR CTR
S-R .63 1580 T 96 292 L 1001 3.00 X 3.00 CTA 2.2
LOAD CASE #1 UNBALANCED LOAD R-Q .60 1584 T -292 -244 M 1001 3.00 X 3.00 CTR .7
LUMBER STRESS INCREASE: .04 Q-P .47 1212 T 244 42 N 1010 3.00 X 3.00 CTA CTR
PLATE STRESS INCREASE: .0% P-I .20 1181 C -14 -202 0 1010 4.00 X 6.00 CTR 1.5
LOADING LIVE DEAD (PSF) I-0 .16 868 C 251 -39 P 1010 3.00 X 6.00 CTR CTR
TOP CHD 40.0 10.0 O-S1 .43 1283 T 29 124 Q 1050 4.00 X 4.00 2.5 1.5
BTM CHD .0 5.0 Sl-N .43 1283 T -124 76 R 1030 3.00 X 3.00 CTR CTR
TOTAL 40.0 15.0 55.0 N-M .76 2172 T -76 -282 S 1010 3.00 X 3.00 CTA C
EXCEPTIONS: M-L .85 2172 T 282 451 T 1010 3.00 X 6.00 CTA Q F NCS
"r-F .0 10.0 L-K .85 2172 T -451 -35 U 1010 3.00 X 3.00 CT
01'r
j.
'JNCE290 TED LOADS [LBS)
J-G .28 1936 T 35 22 V 1001 3.00 X 3.785 T -22 -109 W 1001 3.00 X 3 00 Zp1`P�� S 4f
109 (DEAD) G-E .07 0 T 140 0 X 1010 4.00 X 4.00 .g
=PORT CRITERIA WEBS Y 1010 4.00 X 6.00 5
JT REACT WIDTH JT REACT WIDTH C-H = 21 C C-B = 21 C Z 1010 4.00 X 6.00 1. Sy,,,
LBS IN-SX LBS IN-SX B-A - 42 C C-T = 955 C AA 1010 3.00 X 6.00
C 562 3- 8 I 961 5- 8 T-S - 509 T S-U = 436 C BB 1030 3.00 X 3.00 ( r R
G 737 3- 8 U-R = 256 C R-V = 96 T CC 1050 3.00 X 3.00 CTR `
1 C
Q-X = 657 T DD 1010 4.00 X 4.00 .5
LOAD CASE #2 UNBALANCED LOAD X-P = 900 C P-Y = 893 T EE 1010 3.00 X 6.00 V1 ^ ` V4
LIR-BER STRESS INCREASE: .04 Y-I = 1363 C I-H = 107 C S1 1100 3.00 X 6.00 C 0 0
PLATE STRESS INCREASE: .0% I-Z = 1470 C Z-O = 1019 T S2 1100 3.00 X 6.00 CTR R
LOADING LIVE DEAD (PSF) O-AA = 979 C AA-N = 523 T 9p�ESSIO�a�
TOP CHU 40.0 10.0 N-BB = 554 C M-BB = 90 T
BTM CHD .0 5.0 L-CC = 74 C CC-K = 101 C
TOTAL 40.0 15.0 55.0 K-DD = 188 T DD-J = 688 C
EXCEPTIONS: J-EE = 721 T EE-G - 1135 C
A-B .0 10.0 G-F = 146 C G-D = 829 C
ONLINE PLUStm Version'.11.5.017 Engineering-Portrait 03/07/02 9'.16.42 AM Page 1 of 2 MAR 0 8
2009
Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering
T02030405 2F3 1 M100 270212 192 0 0 Cont.
U#0249 J#J202021 HOUSE #3 SECOND FLOOR
REVIEWED BY:
Robbins Engineering, Inc.
PO Box 280055
Tampa, FL 33682
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
1. TRUSSES MANUFACTURED BY -
TRIANGLE BUILDING PRODUCT
2. EMPIRICAL ANALOG IS USED.
3. UNBALANCED LOADS CHECKED
(UNBLN LD FAC = 1.00, .00) .
i. PROVIDE 2X6 CONTINUOUS
STRONGBACKS (ON EDGE) AT
EVERY 120". FASTEN TO EACH
TRUSS W/ 3-16d NAILS.
OF NEyy
Q�\G" pNeL S. �y0
a
.. AOFESSIO�P�
ONLINE PLUStm Version:11 5,C17 Engineering.Portrait 03/07/02 9.16:62 AM Page 2 of 2 MAP, 0 8 20V
Job Marx Quan Type Span PI-HI Left OH Right OH Engineering
T0203( 2F4 5 Mioo 210212 192 0 0
U#0249 J#J202021 HOUSE #3 SECOND FLOOR
HO 1-0-0 NO 1-0-0
0
e N e m N e
.o an om vm o�
EPS-4-8 3-10-8 m 6-6-8 w 10-4-4 a 15-7-4 ago 18-6-8 m 22-4-4 m anima .mut m
T 11
_ 4-4 " 2-6-0_ +1 +_ 2-6-0 1-7-8 2-6-0 .Ntv N N
--� - 4x6-
D
1x3= _
B
3x6=
1x3 3x6= 3x3= 1x3 1x3 4x4= 4x6= 3x3 4x6= S2 4x4= 1x3. 1x3 . 4x4= 4x6= 3x3 4x6= _
A S T U V W X H Y Z AA BH Cc DD F BE '2X3
1-0-0 C 2X32 E
3x6= R - Ix3
Q P O I N M L K G J
3x3= 3x3= 3x3= 4x4= 5x10= 4x4= S1 3x3= 3x3= 4x4= 5x8= 4x6=
i 3x6=
x Cant:3- 2-12
W:308 W:508 W:308
R: 576 R:1373
R:1479
821 7- -0-
EP 2-9-0 5-3-12 6-8-0 9-2-12 11-10-4 14-5-12 17-0-8 18-8-0 21-2-12 23-10-4 25-10-4 CIN
m
.tom
N
27-2-12
ALL PLATES ARE LOCK20
Scale:0.227"=1'
APPROX. TRUSS WEIGHT: 177.4 LBS
Online Plus -- Version 11.5.017 EXCEPTIONS: MEMBR CSI P(LBS) M01ST M@2ND
RUN DATE: 3- 7-02 A-H .0 10.0 K-DD = 737 T DD-G = 1199 C
F-D .0 10.0 G-F = 66 C G-EE = 1164 C
CSI SIZE LUMBER FH CONCENTRATED LOADS (LBS) EE-J = 752 T J-D = 905 C
TOP .39 4X 2 SP-DSS 3355 D 0 (LIVE) E-D = 6 T
HIM .26 4X 2 SP-DSS 3355 D 109 (DEAD)
WBS .41 4X 2 SPF-#3 825 SUPPORT CRITERIA DL+LL DEFL = .14" AT E
EXCEPTIONS: JT REACT WIDTH JT REACT WIDTH LL DEFL - .09" < BRG-SPAN/360
I-H 2 4X 2 SPF-k3 825 LBS IN-SX LHS IN-SX LL DEFL (CANT) = .12" < C/180
G-F G-EE EE-J SAME AS I-H C 96 3- 8 I 949 5- 8 SPAN/DEFL (DL+LL) = 999
J-D SAME AS I-H G 836 3- 8
PLATING CONFORMS TO TPI
LATERAL BRACING: PLATE VALUES MAY BE VERIED
TOP CHORD - CONTINUOUS HEI-SR CSI P(LBS) M@1ST M@2ND WITH ROBBINS ENGINEERING, INC.
-TM CHORD - CONTINUOUS TOP CHORDS GRIP BASED ON SPF 6 SYP LUMBER
SUSS SPACING - 24.0 IN. A-S .11 0 T 0 -460 USING GROSS AREA TEST.
S-T .13 1261 C 471 -500 PLATES - 20 GAUGE LOCK
:TANDARD LOADING T-U .15 1672 C 500 293 GRIPPING 380-174 PSI PER PAIR
-UMBER STRESS INCREASE: .OB U-V .15 1672 C -293 -375 INCLUDES .0% INCREASE
PLATE STRESS INCREASE: .06 V-W .16 1672 C 375 -399 TENSION 1339- 465 PLI PER PAIR
LOADING LIVE DEAD (PSF) W-X .12 736 C 399 -512 SHEAR 784- 506 PLI PER PAIR
TOP CHD 40.0 10.0 X-H .30 1522 T 532 -242
BIM CHD .0 5.0 H-Y .29 1522 T 242 -495 JT TYPE PLATE SIZE X Y
TOTAL 40.0 15.0 55.0 Y-S2 .14 774 T 79 8 A 4000 1.00 X 3.00 CTR CTR
CONCENTRATED LOADS (LBS) S2-Z .15 774 T -8 -232 B 9999 1.00 X 3.00 1.5 .5
D 290 (LIVE) Z-AA .22 1392 C 422 -305 C 4010 3.00 X 6.00 CTR CTR
D 109 (DEAD) AA-BB .25 1392 C 305 82 D 4010 4.00 X 6.00 1.5 1.5
SUPPORT CRITERIA BB-CC .25 1392 C -82 -484 E 4000 1.00 X 3.00 CTR CTR
JT REACT WIDTH JT REACT WIDTH CC-DD .22 1527 T 44 -195 F 1001 3.00 X 3.00 CTR CTR
LBS IN-SX LHS IN-SX DD-F .38 2200 T 195 -103 G 1070 5.00 X 8.00 CTR 1.5
C 528 3- 8 I 1373 5- 8 F-EE .39 2200 T 103 -604 H 1001 3.00 X 3.00 CTR CTA
G 1479 3- 8 EE-D .22 753 T 592 -2 I 1070 5.00 X10.00 CTR 1.5
BOTTOM CHORDS J 1010 4.00 X 6.00 CTA 1.5
LOAD CASE #1 UNBALANCED LOAD C-R .11 826 T 0 -81 K 1010 4.00 X 4.00 CTR 1.5
LUMBER STRESS INCREASE: .04 R-Q .26 1639 T 81 256 L 1050 3.00 X 3.00 CTR CTR
PLATE STRESS INCREASE: .04 Q-P .25 1672 T -256 -194 M 1030 3.00 X 3.00 CTR CTR
LOADING LIVE DEAD (PSF) P-O .20 1331 T 194 33 N 1010 4.00 X 4.00 CTA 1.5
TOP CHU 40.0 10.0 O-I .08 689 C 0 -186 O 1010 4.00 X 4.00 CTR 1.5
BIM CED .0 5.0 I-N .08 811 C 134 -175 P 1050 3.00 X 3.00 CTR CTA
TOTAL 40.0 15.0 55.0 N-S1 .14 1095 T -17 31 Q 1030 3.00 X 3.00 CVL--CTR.
EXCEPTIONS: S1-M .15 1095 T -31 -118 R 1010 3.00 X 3.00
-F .0 10.0 M-L .19 1392 T 118 147 S 1010 3.00 X 6.
_ONCENTRATED LOADS (LBS) L-K .18 1255 T -147 -51 T 1010 3.00 X 3'',
290 (LIVE) K-G .18 1811 C 17 -204 U 1001 1 .'3'.40'Y LC'
109 (DEAD) G-J .13 1303 C 217 -30 V 100 1.00 X.. R CTR
SUPPORT CRITERIA J-E .O1 0 T 30 0 W 1 0 4.00'X4 AQP>CTR
JT REACT WIDTH
JT REACT WIDTH WEBSX 1 10 4.OQ, j.,6 00
LBS IN-SX LHS IN-SX C-B = 21 C C-B = 21 C Y 1010 4.00 X"6`. flRt�,
C 576 3- 8 I 798 5- 8 B-A = 41 C C-S = 979 C Z 1010 4.00 iX_ 0
G 1046 3- 8 S-R - 531 T R-T = 462 C AA 1001 1.00 - _ .0
T-Q = 143 C Q-U = 55 T BB 1001 1.00 ko I
LOAD CASE k2 UNBALANCED LOAD P-V = 219 C P-W = 540 T CC 1010 4.0 '.<:QO
LUMBER STRESS INCREASE: .O4 W-O = 819 C O-X = 824 T DD 1010 4.00 X-.6.,60 CTR .r 5 �2
PLATE STRESS INCREASE: .04 X-I = 1283 C I-H = 105 C EE 1010 4.00 X,6 Ob c'Pj��,,
LOADING LIVE DEAD (PSF) I-Y - 1168 C Y-N = 713 T Sl 1100 3.00 X'6':DCC)�
TOP CHD 40.0 10.0 N-Z = 686 C Z-M = 358 T S2 1100 3.00 X 6'1- ,� PV
BIM CHD .0 5.0 M-AA = 160 C L-BB = 176 C ti;,�'J:.; �C
TOTAL 40.0 15.0 55.0 L-CC - 401 T CC-K - 715 C
ONLINE PLUStm Version.11.5.017 Engineering-Portrait 03;07/02 9:16:42 AM Page 1 of 2 MAR 0 8 9000
Job Nark Quan Type Span Pl-Hl Left OH Right OH Engineering
T02030405 2F4 5 Mi00 270212 192 0
U#0249 J#J202021 HOUSE #3 SECOND FLOOR
REVIEWED BY:
Robbins Engineering, Inc.
PO Box 280055
Tampa, FL 33682
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
1. TRUSSES MANUFACTURED BY -
TRIANGLE BUILDING PRODUCT
2. EMPIRICAL ANALOG IS USED.
3. UNBALANCED LOADS CHECKED
(UNBLN LD FAC : 1.00, .00) .
4. PROVIDE 2X6 CONTINUOUS
STRONGBACKS (ON EDGE) AT
EVERY 120". FASTEN TO EACH
TRUSS W/ 3-16d NAILS.
of NZyyy
�Q �P,eL S. 4 f, O
O'xO
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ONLINE PLUS'm Version'.11.5,017 Engineering-Porlrail OW07/02 9:16'42 AM Page 2 of 2 MAP, 0 8
200 7
. Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering
T02030405 2F5 5 M100 111100 192 0 0
U#0249 J#J202021 HOUSE #3 SECOND FLOOR
SO 1-0-0 HO 1-0-0
m
0
am Q
EPm 1-4-8 3-10-8 5-2-4 6-5-12 7-9-8 10-3-8 11-6-0 w
TC'' 1-4-8 2-6-0 1-3-12 1-3-8 1_3-12 _ 2-6-0 1-4-8
3x3 3x6= 3x3.= 3x33x3 3x3= 3x6= 3x3
_ 1X3 X L M N O P 0 1x3-
B E
1-0-0
C
F
3z6- J 1 H G 3x6=
z4x4= 3x3= 3x3= 4x4=
W:308 W:308
R: 641 R: 641
BC 2-9-0 2-6-12 _ _ _ _ -
EP 2-9-0 5-3-12 6-7-4 9-2-0 11-11-0
11-11-0 --
ALL PLATES ARE LOCK20
Scale:0.486"=1'
APPROX. TRUSS WEIGHT: 74.5 LBS
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 B-A = 39 C C-K = 1100 C Robbins Engineering, Inc.
R-J = 637 T J-L = 586 C PO Box 280055
CSI SIZE LUMBER 1.15FB L-I = 218 T I-M = 104 C Tampa, FL 33682
TOP .32 4X 2 SPF-#2 1660 H-N = 104 C H-O = 218 T
BTM .63 4X 2 SPF-#2 1660 O-G = 586 C G-P = 637 T REFER TO ROBBINS ENG. GENERAL
WBS .32 4X 2 SPF-#3 951 P-F = 1100 C F-E = 20 C NOTES AND SYMBOLS SHEET FOR
LUMBER STRESS INCREASE: .06 E-D = 39 C F-E = 20 C ADDITIONAL SPECIFICATIONS.
'£PETITIVE MEMBER INCREASES:
B 15.06 FT .0% FC .0% DL+LL DEFL = .15" IN M-N NOTES:
LL DEFL = .11" < BRG-SPAN/360 1. TRUSSES MANUFACTURED BY -
1.ATERAL BRACING: SPAN/DEFL (DL+LL) = 933 TRIANGLE BUILDING PRODUCT
TOP CHORD - CONTINUOUS 2. EMPIRICAL ANALOG IS USED.
BTM CHORD - CONTINUOUS PLATING CONFORMS TO TPI 3. PROVIDE 2X6 CONTINUOUS
TRUSS SPACING - 24.0 IN. PLATE VALUES MAY BE VERIED STRONGBACKS (ON EDGE) AT
WITH ROBBINS ENGINEERING, INC. EVERY 120". FASTEN TO EACH
LOADING LIVE DEAD (PSF) GRIP BASED ON SPF 6 SYP LUMBER TRUSS W/ 3-16d NAILS.
TOP CHU 40.0 10.0 USING GROSS AREA TEST.
BTM CHD .0 5.0 PLATES - 20 GAUGE LOCK
TOTAL 40.0 15.0 55.0 GRIPPING 335-174 PSI PER PAIR
INCLUDES .0% INCREASE
SUPPORT CRITERIA TENSION 1339- 465 PLI PER PAIR
JT REACT WIDTH JT REACT WIDTH SHEAR 784- 506 PLI PER PAIR
LBS IN-SX LBS IN-SX
C 641 3- 8 F 641 3- 8 JT TYPE PLATE SIZE X Y
A 4000 3.00 X 3.00 CTR .7
B 9999 1.00 X 3.00 1.5 .5
MEMBR CSI P(LBS) M@1ST M@2ND C 4010 3.00 X 6.00 CTR 1.5
TOP CHORDS D 4000 3.00 X 3.00 CTR .7
A-K .23 0 T 0 -491 E 9999 1.00 X 3.00 1.5 .5
K-L .29 1449 C 491 -434 F 4010 3.00 X 6.00 CTR 1.5
L-M .32 2110 C 434 -16 G 1010 4.00 X 4.00 CTR 1.5 NE Y
M-N .31 2110 C 16 -16 H 1050 3.00 X 3.00 CTR CTR
1 -O .32 2110 C 16 -434 I 1030 3.00 X 3.00 CTR CTR
C-P .29 1449 C 434 -491 J 1010 4.00 X 4.00 CTR 1.5
P-D .23 0 T 491 0 X 1010 3.00 X 6.00 CTR CTR
BOTTOM CHORDS L 1010 3.00 X 3.00 CTR CTR
C-J .30 928 T 0 -24 M 1001 3.00 X 3.00 CTR 2.2 n
J-I .60 1929 T 24 48 N 1001 3.00 X 3.00 CTR .7 0%
I-H .63 2110 T -48 48 O 1010 3.00 X 3.00 CTR CTR yiP� 077
H-G .60 1929 T -48 -24 P 1010 3.00 X 6.00 CTR CTR 379'
G-F .30 928 T 24 0 Ag0FESal�KP~
WEBS
C-B = 20 C C-B = 20 C
ONLINE PLUS"Version:11.5.017 Engineering-Portrait 03/07/02 9:16.43 AM Page 1 MAR 0 8 2002
Job Marx Quan Type Span P1-H1 Left OH Right OH Engineering
TO 2030405 2F6L 1 Mi00 22'0000 192 0 0
U#0249 J#J202021 HOUSE #3 SECOND FLOOR
NO 1-0-0 HO 1-0-0
0
0
0
EP 21-10-8
TC 21-10-8 K`+
3x6= ix3
S2 D
3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3
A R J L N P R T V X Z Ba DD FF HH JJ C
1-0-0 B
E
-- 3x3 I K M Ox3
Q S U W Y AA CC EE GG II KK
3x3 3x3 3x3 3x3 3x3 3x3, 3x3 3x3 3x3: 3x3 3x3 3x3 3x3 3x3 3x3
S1
3x6=
7-1--7-7-7-
BC--
EP 22-0-0
22-0-0_
ALL PLATES ARE LOCK20
Scale:0.282"=1'
APPROX. TRUSS WEIGHT: 109.5 LBS
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND DD 1001 3.00 X 3.00 CTR CTR
RUN DATE: 3- 7-02 EE-GG .00 0 T 0 0 EE 1001 3.00 X 3.00 CTR CTR
GG-II .00 0 T 0 0 FF 1001 3.00 X 3.00 CTR CTR
CSI SIZE LUMBER 1.15FB II-KK .00 0 T 0 0 GG 1001 3.00 X 3.00 CTR CTR
TOP .13 4X 2 SPF-#2 1660 KK-E .00 0 T 0 0 HH 1001 3.00 X 3.00 CTR CTR
HIM .00 4X 2 SPF-#2 1660 WEBS II 1001 3.00 X 3.00 CTR CTR
WES .04 4X 2 SPF-#3 951 B-A - 76 C I-H = 166 C JJ 1001 3.00 X 3.00 CTR CTR
EXCEPTIONS: K-J = 124 C M-L = 136 C KK 1001 3.00 X 3.00 CTA CTR
B-A 2 4X 2 SPF-#3 951 O-N = 133 C Q-P 134 C Sl 1100 3.00 X 6.00 CTA .2
LUMBER STRESS INCREASE: .06 S-R = 134 C U-T = 134 C S2 1100 3.00 X 6.00 CTA .2
REPETITIVE MEMBER INCREASES: W-V = 134 C Y-X = 134 C
FB 15.0% FT .04 FC .0% AA-Z = 134 C CC-BB= 134 C •OVERLAPPING PLATES AT Z G S2
EE-DD= 133 C GG-FF- 136 C
LATERAL BRACING: II-HH= 124 C KK-Ji. 167 C REVIEWED BY:
TOP CHORD - CONTINUOUS D-C = 63 C E-D = 32 C Robbins Engineering, Inc.
BTM CHORD - CONTINUOUS E-D = 32 C PO Box 280055
7RUSS SPACING - 24.0 IN. Tampa, FL 33682
DL+LL DEFL = .01" IN JJ-C
LOADING LIVE DEAD (PSF) LL DEFL = .00" < BRG-SPAN/360 REFER TO ROBBINS ENG. GENERAL
TOP CHU 40.0 10.0 SPAN/DEFL (DL+LL) = 999 NOTES AND SYMBOLS SHEET FOR
BTM CHD .0 5.0 ADDITIONAL SPECIFICATIONS.
TOTAL 40.0 15.0 55.0 PLATING CONFORMS TO TPI
PLATE VALUES MAY BE VERIED NOTES:
SUPPORT CRITERIA WITH ROBBINS ENGINEERING, INC. 1. TRUSSES MANUFACTURED BY -
CONTINUOUS BETWEEN JNTS B 6 E GRIP BASED ON SPF i SYP LUMBER TRIANGLE BUILDING PRODUCT
USING GROSS AREA TEST. 2. EMPIRICAL ANALOG IS USED.
PLATES - 20 GAUGE LOCK
NEMER CSI P(LBS) M@1ST M@2ND GRIPPING 335-174 PSI PER PAIR
TOP CHORDS INCLUDES .04 INCREASE
A-H .13 0 T 9 -275 TENSION 1339- 465 PLI PER PAIR
H-J .13 0 T 275 -152 SHEAR 784- 506 PLI PER PAIR
J-L .08 0 T 152 -184
L-N .08 0 T 184 -176 JT TYPE PLATE SIZE X Y
N-P .08 0 T 176 -178 A 4000 3.00 X 3.00 CTR CTR
P-R .08 0 T 178 -177 B 4000 3.00 X 3.00 CTA CTR
R-T .08 0 T 177 -177 C 4000 3.00 X 3.00 CTR .7
T-V .08 0 T 177 -177 D 9999 1.00 X 3.00 1.5 .5
V-X .08 0 T 177 -177 E 4000 3.00 X 3.00 CTR CTR
X-Z .08 0 T 177 -177 H 1001 3.00 X 3.00 CTR CTR
Z-S2 .08 0 T 177 22 I 1001 3.00 X 3.00 CTR CTR
S2-BB .08 0 T -22 -178 J 1001 3.00 X 3.00 CTR CTR
BB-DD .08 0 T 178 -176 K 1001 3.00 X 3.00 CTR CTR
DD-FF .08 0 T 176 -184 L 1001 3.00 X 3.00 CTR CTR
'F-HH .08 0 T 184 -151 M 1001 3.00 X 3.00 CTR CTA F N E�/ Y
'H-JJ .13 0 T 151 -277 N 1001 3.00 X 3.00 CTR CTA
.13 0 T 277 0 0 1001 3.00 X 3.00 CTR CTR
BOTTOM CHORDS P 1001 3.00 X 3.00 CTR CTA ,
B-I .00 0 T 0 0 Q 1001 3.00 X 3.00 CTR CTA co
I-K .00 0 T 0 0 R 1001 3.00 X 3.00 CTA CTR
K-M .00 0 T 0 0 S 1001 3.00 X 3.00 CTA CTA
M-O .00 O T 0 0 T 1001 3.00 X 3.00 CTR CTA
O-Sl .00 0 T 0 0 U 1001 3.00 X 3.00 CTR CTR '(•= :�•
S1-Q .00 0 T 0 0 V 1001 3.00 X 3.00 CTR CTR i
Q-S .00 0 T 0 0 W 1001 3.00 X 3.00 CTA CTR
S-U .00 0 T 0 0 X 1001 3.00 X 3.00 CTR CTA Ln V
U-W .00 0 T 0 0 Y 1001 3.00 X 3.00 CTR CTR
W-Y .00 0 T 0 0 Z 1001 3.00 X 3.00 CTR CTR
Y-AA .00 0 T 0 0 AA 1001 3.00 X 3.00 CTR CTR 'QCSS�pN•
AA-CC .00 0 T 0 0 BB 1001 3.00 X 3.00 CTR CTR
CC-EE .00 0 T 0 0 CC 1001 3.00 X 3.00 CTR CTR MAR
ONLINE PLUStm Version 11.5.017 Engineering-Portrait 03;0 M
7/02 9'.16:43 AM Page 1 A R 0 8 2002
Job Mark Quan Type span Pl-Hl Ldit OH Right OH Engineering
T02030405 2F7 1 Cs 60600 192 0 0
U#0249 J#J202021 HOUSE #3 SECOND FLOOR
HO 1-0-0 NO 1-0-0
0
0
EP 1-6-0 2-9-12 3-8-4 5-0-0 6-4-8 m
TC 1-6-0 1-3-12 10-8 1-3_-_1.2_ _1-4-_8__
3x3 3x3.= 3x3 3x3 3x3= 3x3
H Z E L
x3=
IAJ
1-0-0
A r D
3x6
G J 3x6=
3x3= 3x3=
I �
i
I
W:308 W:308
R: 357 R: 343
SC- 2-9-12 -10-8 2-9-12
EP 2-9-12 3-8-4 6-6-0
ALL PLATES ARE LOCK20
Scale:0.696"=1'
APPRCX. TRUSS WET_rfi=: 43.5 LES
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 H-G = 216 T G-I = 101 C Robbins Engineering, Inc.
J-K = 101 C J-L as 215 T PO Box 280055
CSI SIZE LUMBER 1.15FB L-D = 514 C E-C = 56 C Tampa, FL 33682
TOP .11 4X 2 SPF-#2 1660 D-E as 28 C D-E = 28 C
BTM .19 4X 2 SPF-#2 1660 REFER TO ROBBINS ENG. GENERAL
WBS .14 4X 2 SPF-#3 951 DL+LL DEFL as .02" IN I-K NOTES AND SYMBOLS SHEET FOR
=EPTIONS: LL DEFL = .01" < BRG-SPAN/360 ADDITIONAL SPECIFICATIONS.
-B 2 4X 2 SPF-#3 951 SPAN/DEFL (DL+LL) as 999
.UMBER STRESS INCREASE: .09 NOTES:
REPETITIVE MEMBER INCREASES: PLATING CONFORMS TO TPI 1. TRUSSES MANUFACTURED BY -
FB 15.0% FT .06 FC .0% PLATE VALUES MAY BE VERIED TRIANGLE BUILDING PRODUCT
WITH ROBBINS ENGINEERING, INC. 2. EMPIRICAL ANALOG IS USED.
LATERAL BRACING: GRIP BASED ON SPF 6 SYP LUMBER
TOP CHORD - CONTINUOUS USING GROSS AREA TEST.
BTM CHORD - CONTINUOUS PLATES - 20 GAUGE LOCK
TRUSS SPACING - 24.0 IN. GRIPPING 335-174 PSI PER PAIR
INCLUDES .0% INCREASE
LOADING LIVE DEAD (PSF) TENSION 1339- 465 PLI PER PAIR
TOP CHD 40.0 10.0 SHEAR 784- 506 PLI PER PAIR
BTM CHD .0 5.0
TOTAL 40.0 15.0 55.0 JT TYPE PLATE SIZE X Y
A 4010 3.00 X 6.00 CTR CTR
SUPPORT CRITERIA B 4000 3.00 X 3.00 CTR CTR
JT REACT WIDTH JT REACT WIDTH C 4000 3.00 X 3.00 CTR .7
LBS IN-SX LBS IN-SX D 4010 3.00 X 6.00 CTR CTR
A 357 3- 8 D 343 3- 8 E 9999 1.00 X 3.00 1.5 .5
G 1030 3.00 X 3.00 CTR CTR
H 1010 3.00 X 3.00 CTR CTR Q ' �� ►y Y
MEMBR CSI P(LBS) M@1ST M@2ND Z 1001 3.00 X 3.00 CTR 2.2 c
TOP CHORDS J 1050 3.00 X 3.00 CTR CTR �4�Gt�,4`EL S. 4f O
B-H 01
.10 0 T 9 -215 K 1001 3.00 X 3.00 CTR .7 ZO
H-I .11 613 C 215 -75 L 1010 3.00 X 3.00 CTR CTR
Z-R .10 613 C 75 -74I
K-L .11 613 C 74 -218cc
L-C .10 0 T 218 0
BOTTOM CHORDS
A-G .16 433 T 0 -38 C{.� GA
G-J .19 613 T 38 -38
J-D .16 434 T 38 0 ' -5..►�
'�
WEBS
A-B = 69 C A-H = 513 C
Mar, 0 s 2002
ONLINE PLUStn'Version:11,5 017 Engineering-Portrait 03107/02 9:16 03 AM Page t
Job Mazk Quan Type Span Pl-Hl Loft OH Right OH Engineering
T02030405 2F8L 1 BB 60600 192 0 0
U#0249 J#J202021 HOUSE #3 SECOND FLOOR
HO 1-0-0 HO 1-0-0
0
0
EP 6-4-8 m
TC 6-4-8
3x3 3x3 3x3 3x3 3x3 3x3 3x3
P H J L N
zo-
3x3
3=
1-0-0
A
3x3 .G 1 E M 3x3. 3x3.. 3x34 3x3 . 3x3
BC 6-6-0
EP 6-6-0
--- 6-6-0
ALL PLATES ARE LOCH2O
Scale:0.741"=1'
APPROX. TRUSS WEIGHT: 36.8 LES
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 WEBS Robbins Engineering, Inc.
A-B = 20 C G-F = 108 C PO Box 280055
CSI SIZE LUMBER 1.15FB I-H = 139 C R-J = 131 C Tampa, FL 33682
TOP .09 4X 2 SPF-#2 1660 M-L = 139 C O-N = 111 C
BTM .00 4X 2 SPF-#2 1660 D-E = 4 T E-C = 8 T REFER TO ROBBINS ENG. GENERAL
WBS .04 4X 2 SPF-#3 951 D-E = 4 T NOTES AND SYMBOLS SHEET FOR
EXCEPTIONS: ADDITIONAL SPECIFICATIONS.
A-B 2 4X 2 SPF-#3 951 DL+LL DEFL = .00" IN F-H
LUMBER STRESS INCREASE: .0% LL DEFL = .00" < BRG-SPAN/360 NOTES:
REPETITIVE MEMBER INCREASES: SPAN/DEFL (DL+LL) = 999 1. TRUSSES MANUFACTURED BY -
2B 15.09 FT .08 FC .09 TRIANGLE BUILDING PRODUCT
PLATING CONFORMS TO TPI 2. EMPIRICAL ANALOG IS USED.
LATERAL BRACING: PLATE VALUES MAY BE VERIED
TOP CHORD - CONTINUOUS WITH ROBBINS ENGINEERING, INC.
BTM CHORD - CONTINUOUS GRIP BASED ON SPF S SYP LUMBER
TRUSS SPACING - 24.0 IN. USING GROSS AREA TEST.
PLATES - 20 GAUGE LOCK
LOADING LIVE DEAD (PSF) GRIPPING 335-174 PSI PER PAIR
TOP CHD 40.0 10.0 INCLUDES .09 INCREASE
BTM CHD .0 5.0 TENSION 1339- 465 PLI PER PAIR
TOTAL 40.0 15.0 55.0 SHEAR 784- 506 PLI PER PAIR
SUPPORT CRITERIA JT TYPE PLATE SIZE X Y
CONTINUOUS BETWEEN JNTS A & D A 4000 3.00 X 3.00 CTR CTR
B 4000 3.00 X 3.00 CTR CTR
C 4000 3.00 X 3.00 CTR .7
MEMBR CSI P(LBS) M@1ST M@2ND D 4000 3.00 X 3.00 CTR CTR
TOP CHORDS E 9999 1.00 X 3.00 1.5 .5 p F Me
B-F .06 0 T 9 -128 F 1001 3.00 X 3.00 CTR CTR
F-H .09 0 T 128 -191 G 1001 3.00 X 3.00 CTR CTR �' ,I,PEL S. 4�
::-J .09 0 T 191 -171 H 1001 3.00 X 3.00 CTR CTR C, Ci
J-L .09 0 T 171 -190 I 1001 3.00 X 3.00 CTR CTR •/'
L-N .09 0 T 190 -129 J 1001 3.00 X 3.00 CTR CTR
N-C .06 0 T 129 0 K 1001 3.00 X 3.00 CTR CTR
BOTTOM CHORDS L 1001 3.00 X 3.00 CTR CTR y�
A-G .00 0 T 0 0 M 1001 3.00 X 3.00 CTR CTR
G-I .00 0 T 0 0 N 1001 3.00 X 3.00 CTR CTR Stns pl �2V
I-K .00 0 T 0 0 0 1001 3.00 X 3.00 CTR CTR A �,
X-M .00 0 T 0 0 FES810�P
M-O .00 0 T 0 0
O-D .00 0 T 0 0 /�1� pp (1
ONLINE PLUStm Version:11.5.017 Engineering-Portrait 03/07/02 9:16:43 AM Page 1 MAR O 0 2002
Job Nark Quan Type Span Pl-Hl Left OH Right OH engineering
T02030405 2F9 1 sa 5110o 192 0 0
U#0249 J#J202021 HOUSE #3 SECOND FLOOR
Ho 1-0-0 HO 1-0-0
EP 1-6-0 2-9-12 4-1-4 5-5-0 6-11-0
TC 1-6-0 1-3-12----1-3-8 1-3-12 1-40
3x3 3x3= 3x3 3x3 3x3,= 3x3
I J H L
i
1-0-0
A
-- 3x6 D
H G x6
3x3= 3x3--
W:308
x3=W:308 W:308
R: 380 R: 360
BCt
EP 2-9-12 4-1-4 6-11-0
6-11-0
ALL PLATES ARE LOCK20
Scale:0.759"=1'
APPROX. TRUSS WEIGHT: 45.6 LES
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 A-B = 70 C A-I = 554 C Robbins Engineering, Inc.
I-H = 264 T H-J = 126 C PO Box 280055
CSI SIZE LUMBER 1.15FB G-K = 126 C G-L = 264 T Tampa, FL 33682
TOP .11 4X 2 SPF-#2 1660 L-D = 554 C D-C = 70 C
BTM .21 4X 2 SPF-#2 1660 REFER TO ROBBINS ENG. GENERAL
WBS .15 4X 2 SPF-#3 951 DL+LL DEFL = .021, IN J-K NOTES AND SYMBOLS SHEET FOR
EXCEPTIONS: LL DEFL = .0211 < BRG-SPAN/360 ADDITIONAL SPECIFICATIONS.
1-B 2 4X 2 SPF-#3 951 SPAN/DEFL (DL+LL) = 999
-C SAME AS A-B NOTES:
UMBER STRESS INCREASE: .06 PLATING CONFORMS TO TPI 1. TRUSSES MANUFACTURED BY -
i,EPETITIVE MEMBER INCREASES: PLATE VALUES MAY BE VERIED TRIANGLE BUILDING PRODUCT
FB 15.09 FT .0% FC .0% WITH ROBBINS ENGINEERING, INC. 2. EMPIRICAL ANALOG IS USED.
GRIP BASED ON SPF S SYP LUMBER
LATERAL BRACING: USING GROSS AREA TEST.
TOP CHORD - CONTINUOUS PLATES - 20 GAUGE LOCK
BTM CHORD - CONTINUOUS GRIPPING 335-174 PSI PER PAIR
TRUSS SPACING - 24.0 IN. INCLUDES .0% INCREASE
TENSION 1339- 465 PLI PER PAIR
LOADING LIVE DEAD (PSF) SHEAR 784- 506 PLI PER PAIR
TOP CHU 40.0 10.0
BTM CHU .0 5.0 JT TYPE PLATE SIZE X Y
TOTAL 40.0 15.0 55.0 A 4010 3.00 X 6.00 CTR CTR
B 4000 3.00 X 3.00 CTR CTR
SUPPORT CRITERIA C 4000 3.00 X 3.00 CTR CTR
JT REACT WIDTH JT REACT WIDTH D 4010 3.00 X 6.00 CTR CTR
LBS IN-SX LBS IN-SX G 1050 3.00 X 3.00 CTR CTR
A 380 3- 8 D 380 3- 8 H 1030 3.00 X 3.00 CTR CTR
1 1010 3.00 X 3.00 CTR CTR
J 1001 3.00 X 3.00 CTR 2.2 QNFyy
MEMBR CSI P(LBS) M@1ST M@2ND K 1001 3.00 X 3.00 CTR .7 ��•� PE7. $ yO
TOP CHORDS L 1010 3.00 X 3.00 CTR CTR .t ,G\>, R
S-I .09 0 T 9 -202
I-J .11 686 C 202 -122
J-K .10 686 C 122 -122
K-L .11 686 C 122 -202
�1 w
L-C .09 0 T 202 -9
BOTTOM CHORDS
A-H .17 467 T 0 -30
-3
G-D .17 467 T 30 0 �pOFfSSIO
WEBS
ONLINE PLUS1M MAPA
fo Version:11,5 017 Engineering.Ponrait 03,107102 9:16.44 AM Page l MAP, 0 8 2002
Job Marts Quan Type Span Pl-Hl Left OH Right OH Engineering
TO 2030405 ; 2F10 1 ss 6o�os 192 o 0
U#0249 J#J202021 HOUSE #3 SECOND FLOOR
no 1-0-0 Ho 1-0-0
EP 1-6-0 2-9-12 3-9-12 5-1-8 6-7-8
TC 1-6-0 1-3--12----1 1-3-12 1-6-0 _
3x3 3x3-= 3x3 3x3 3x3= 3x3
B I J H L
1-0-0
A D
3xG x6=
H
3x3= 3x3=
W:308 W:308
R: 364 R: 364
EP 2-9-12 3-9-12 6-7-8
ALL PLATES ARE LOCK20
Scale:0.759"=1'
APPROX. TRUSS WEIGHT: 44.5 LBS
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 A-B = 69 C A-I = 525 C Robbins Engineering, Inc.
I-H = 230 T H-J = 108 C PO Box 280055
CSI SIZE LUMBER 1.15FB G-K = 108 C G-L = 230 T Tampa, FL 33682
TOP .11 4X 2 SPF-#2 1660 L-D = 525 C D-C = 69 C
STM .19 4X 2 SPF-#2 1660 REFER TO ROBBINS ENG. GENERAL
WBS .14 4X 2 SPF-#3 951 DL+LL DEFL = .02" IN J-K NOTES AND SYMBOLS SHEET FOR
EXCEPTIONS: LL DEFL = .0111 < BRG-SPAN/360 ADDITIONAL SPECIFICATIONS.
,.-B 2 4X 2 SPF-#3 951 SPAN/DEFL (DL+LL) = 999
-C SAME AS A-B NOTES:
�?MEER STRESS INCREASE: .0% PLATING CONFORMS TO TPI 1. TRUSSES MANUFACTURED BY -
,ZPETITIVE MEMBER INCREASES: PLATE VALUES MAY BE VERIED TRIANGLE BUILDING PRODUCT
FB 15.06 FT .09 FC .0% WITH ROBBINS ENGINEERING, INC. 2. EMPIRICAL ANALOG IS USED.
GRIP BASED ON SPF S SYP LUMBER
LATERAL BRACING: USING GROSS AREA TEST.
TOP CHORD - CONTINUOUS PLATES - 20 GAUGE LOCK
BTM CHORD - CONTINUOUS GRIPPING 335-174 PSI PER PAIR
TRUSS SPACING - 24.0 IN. INCLUDES .0% INCREASE
TENSION 1339- 465 PLI PER PAIR
LOADING LIVE DEAD (PSF) SHEAR 784- 506 PLI PER PAIR
TOP CHD 40.0 10.0
BTM CHD .0 5.0 JT TYPE PLATE SIZE X Y
TOTAL 40.0 15.0 55.0 A 4010 3.00 X 6.00 CTR CTR
B 4000 3.00 X 3.00 CTR CTR
SUPPORT CRITERIA C 4000 3.00 X 3.00 CTR CTR
JT REACT WIDTH JT REACT WIDTH D 4010 3.00 X 6.00 CTR CTR
LHS IN-SX LBS IN-SX G 1050 3.00 X 3.00 CTR CTR
A 364 3- 8 D 364 3- 8 H 1030 3.00 X 3.00 CTR CTR
I 1010 3.00 X 3.00 CTR CTR OF Nje
J 1001 3.00 X 3.00 CTR 2.2 PES S. 41 }'p
MEI-MR CSI P(LBS) M@1ST M@2ND K 1001 3.00 X 3.00 CTR .7 ��
TOP CHORDS L 1010 3.00 X 3.00 CTR CTR
S-I .10 0 T 9 -212
i-J .11 634 C 212 -85 �,r ' /7•) ii
J-R .10 634 C 85 -85z.•,, ,; ��!/�
ww
R-L .11 634 C 85 -212
L-C .10 0 T 212 -9
BOTTOM CHORDS
A-H .17 443 T 0 -35 - '�-'•''>$510Np'�
H-G .19 634 T 35 -35
G-D .17 443 T 35 0
WEBS
ONLINE PLUStm Version:11 5.017 Engineering-Portrait 03/07/02 9'.16'.44 AM Pagel h1AR 0 8 2002
• Job Mark Quan Type Span Pl-H1 Left OH Right OH F.ngineerrng
T02030405 2F11 1 M100 z05o0 192 0 0
U#0249 J#J202021 HOUSE #3 SECOND FLOOR
HO 1-0-0 HO 1-0-0
0
0
EP 3-0 1-2-8 2-2-0 m
TC-3-0 11-8 - 11-8
3x3 '3x3= 3x3
-E
1-0-0
B D
3x x6=
i
W:308 W:308
R: 315 R: 315
BC 22-5-0
EP 2-5-0
2-5-0
ALL PLATES ARE LOCK20
Scale:0.704"=1'
APPROX. TRUSS WEIGHT: 19.4 LES
Online Plus -- Version 11.5.017 DL+LL DEFL = .00" IN B-D REVIEWED BY:
RUN DATE: 3- 7-02 LL DEFL = .00" < BRG-SPAN/360 Robbins Engineering, Inc.
SPAN/DEFL (DL+LL) = 999 PO Box 280055
CSI SIZE LUMBER FB Tampa, FL 33682
TOP .06 4X 2 SPF-#2 1441 PLATING CONFORMS TO TPI
BTM .12 4X 2 SPF-#2 1441 PLATE VALUES MAY BE VERIED REFER TO ROBBINS ENG. GENERAL
WBS .10 4X 2 SPF-#3 825 WITH ROBBINS ENGINEERING, INC. NOTES AND SYMBOLS SHEET FOR
EXCEPTIONS: GRIP BASED ON SPF S SYP LUMBER ADDITIONAL SPECIFICATIONS.
S-A 2 4X 2 SPF-#3 825 USING GROSS AREA TEST.
:i-C SAME AS B-A PLATES - 20 GAUGE LOCK NOTES:
LUMBER STRESS INCREASE: .06 GRIPPING 335-174 PSI PER PAIR 1. TRUSSES MANUFACTURED BY -
INCLUDES .06 INCREASE TRIANGLE BUILDING PRODUCT
LATERAL BRACING: TENSION 1339- 465 PLI PER PAIR 2. EMPIRICAL ANALOG IS USED.
TOP CHORD - CONTINUOUS SHEAR 784- 506 PLI PER PAIR
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y
A 4000 3.00 X 3.00 CTR CTR
LOADING LIVE DEAD (PSF) B 4010 3.00 X 6.00 CTR CTR
TOP CHD 40.0 10.0 C 4000 3.00 X 3.00 CTR CTR
BTM CHD .0 5.0 D 4010 3.00 X 6.00 CTR CTR
TOTAL 40.0 15.0 55.0 E 1010 3.00 X 3.00 CTR CTR
CONCENTRATED LOADS (LBS)
E 265 (LIVE)
E 99 (DEAD)
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX d F N yC j,.✓
B 315 3- 8 D 315 3- 8
14EMBR CSI P(LBS) M@1ST M@2ND er !1 Ji
,1r� .
TOP CHORDS
A-E .06 0 T 9 -116
E-C .06 0 T 116 -9 '�1
BOTTOM CHORDS
B-D .12 304 T 0 0 FQ Orj3791 r
WEBS ARDFESSIO
B-A = 59 C B-E = 390 C
E-D = 390 C D-C = 59 C
ONLINE PLUS"'Version:11.5.017 Engineering-Ponraii 03/07102 9:16 44 AM Page l MAR 0 8 2002
Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering
T02030405 2F] 1 Mioo 270212 192 0 0
U#0249 J#J202021 HOUSE #3 SECOND FLOOR
SO 1-0-0 NO 1-0-0
N V O O O Ml0 N p N O N O
® NP Vm NP 0-I ® m NJ
Or, 00 O
l`D m-1 O 0-i O
ON 00 00 OD OOy .a
Epm m 3-10-8 m m m 10-3-4 a a°On 15-1-4 m rn 20-5-8 0+ GM ago w oWi1 rno�oc
TCS" '+' 2-6-0 "`n .+o .tom 2-6-0 •+'I .+r _2-1-0 2-7-B •av rway.-N .av .N .tv.a�.N
5x10=- 5x10= 4x4
1x3 K I C
JJ 3x6=
Sl
1x3=
A 4x4= 3x3= 1x3 1x3 3x6= 4x6= 3x3 5x10 C�� 1x3 3x3= 3x3- 5x8= 3x3
V W X Y Z AA G HH \? I I DO EEl FF E ZX�
1-0-0 13 2X3'
3x6= U T S S2 R S L GG O N J S3 F 1x3
3x3= 3x3=4x4= 3x6=3x6= 5x12= HH 3x3 4x6= lx3 3x3= 3x10=M 3x6= 5x10=
$' % 5x8= 4x6=
'$Cant:l- 2-12
W:308 W:308
W:308
R: 546
R:2113 � R:1564
0
BCS-9-0-- 6=33 W=6=3'L-2=7=8 1- - av av Na ® -T1 2
EP 2-9-0 5-3-12 m 9-1-12 11-9-4 14-1-B o+ oy ,-p m 22-3-4 a 25-10-4 oy
r't` .tv � N-1 av Nn aN
m m m a m m m
•+o art .ao .n .a
.an �
`� � � •+ N N
ALL PLATES ARE LOCK20
Scale:0.279"=1'
APPROX. TRUSS WEIGHT: 179.2 LES
Online Plus -- Version 11.5.017 LOAD CASE #2 UNBALANCED LOAD MEMBR CSI P(LBS) M01ST M@2ND
RUN DATE: 3- 7-02 LUMBER STRESS INCREASE: .09 S3-F .19 1335 T -78 -146
PLATE STRESS INCREASE: .0% F-D .04 0 T 196 0
CSI SIZE LUMBER FH LOADING LIVE DEAD (PSF) WEBS
:OP .44 4X 2 SP-DSS 3355 TOP CHD 40.0 10.0 B-A - 21 C B-A - 21 C
HIM .72 4X 2 SP-DSS 3355 BTM CED .0 5.0 A-JJ = 42 C B-V = 924 C
WBS .75 4X 2 SPF-#3 825 TOTAL 40.0 15.0 55.0 V-U = 481 T U-W = 407 C
EXCEPTIONS: EXCEPTIONS: W-T = 374 C T-X - 138 T
H-G 2 4X 2 SPF-#3 825 JJ-G .0 10.0 S-Y = 295 C S-Z = 758 T
L-K F-E SAME AS H-G E-C .0 10.0 Z-R = 981 C R-AA - 960 T
J-I 5 4X 2 SPF-#3 825 CONCENTRATED LOADS (LBS) AA-H = 1418 C H-G = 128 C
C 0 (LIVE) H-BB = 2203 C BB-HH= 1488 T
LATERAL BRACING: C 109 (DEAD) HH-K - 1525 C L-K = 134 C
70P CHORD - CONTINUOUS I 290 (LIVE) K-GG = 1228 T GG-II= 329 C
3TM CHORD - CONTINUOUS I 109 (DEAD) O-DD = 291 C DD-N = 461 T
TRUSS SPACING - 24.0 IN. K 254 (LIVE) N-EE = 187 C EE-J = 385 C
K 95 (DEAD) J-I 180 T I-M = 1258 C
STANDARD LOADING SUPPORT CRITERIA M-FF = 1158 T FF-F = 1775 C
LUMBER STRESS INCREASE: .06 JT REACT WIDTH JT REACT WIDTH F-E = 160 C F-C = 819 C
PLATE STRESS INCREASE: .04 LBS IN-SX LBS IN-SX D-C = 6 C
LOADING LIVE DEAD (PSF) B 6 3- 8 H 1610 3- 8
TOP CHO 40.0 10.0 F 1182 3- 8 DL+LL DEFL = .35" IN DD-EE
HIM CHD .0 5.0 LL DEFL = .27" < BRG-SPAN/360
TOTAL 40.0 15.0 55.0 LL DEFL (CANT) = .02" < C/180
CONCENTRATED LOADS (LBS) MEMBR CSI P(LBS) M@1ST M@2ND SPAN/DEFL (DL+LL) = 885
C 290 (LIVE) TOP CHORDS
C 109 (DEAD) JJ-V .11 0 T 0 -444 PLATING CONFORMS TO TPI
I 290 (LIVE) V-W .15 1173 C 466 -525 PLATE VALUES MAY BE VERIED
I 109 (DEAD) W-X .23 1478 C 525 399 WITH ROBBINS ENGINEERING, INC.
X 254 (LIVE) X-Y .24 1478 C -399 -462 GRIP BASED ON SPF G SYP LUMBER
K 95 (DEAD) Y-Z .24 1478 C 462 -395 USING GROSS AREA TEST.
SUPPORT CRITERIA Z-AA .21 1343 T 11 -163 PLATES - 20 GAUGE LOCK
.T REACT WIDTH JT REACT WIDTH AA-G .44 2678 T 568 -399 GRIPPING 380-174 PSI PER PAIR
LBS IN-SX LBS IN-SX G-BH .40 2678 T 399 -393 INCLUDES .0% INCREASE
434 3- 8 H 2113 3- 8 BB-K .11 782 C 389 -45 TENSION 1339- 465 PLI PER PAIR
1584 3- 8 K-S1 .19 3024 C 45 -521 SHEAR 784- 506 PLI PER PAIR
S1-II .37 3024 C 521 -1275
LOAD CASE #1 UNBALANCED LOAD II-DD .37 3024 C 1275 637 JT TYPE PLATE SIZE
LUMBER STRESS INCREASE: .0% DD-EE .39 3408 C -637 -707 A 9999 1.00 X 3. $- W
PLATE STRESS INCREASE: .04 EE-I .29 3220 C 707 -156 B 4010 3.00 X y
LOADING LIVE DEAD (PSF) I-FF .19 2209 C 158 -355 C 4010 4.00
HIM CHD TOP CHU t0.0 10.0 5.0 EFCE .16 662 T 251 -251 D 4000 2 E 1001 1.00 i `GC �..cTn'�gC�
TOTAL 40.0 15.0 55.0 BOTTOM CHORDS F 1070 5.00 1 0 C
EXCEPTIONS: B-U .11 779 T 0 -99 G 1001 3.0
G-E .0 10.0 U-T .26 1506 T 99 312 H 1070 5.0 .0
CONCENTRATED LOADS (LBS) T-S .24 1478 T -312 -266 I 1050 5.0 D:
C 290 (LIVE) S-S2 .19 1092 T 266 6 J 1030 3.0 0 '
C 109 (DEAD) S2-R .14 1092 T -6 51 K 1070 5.0 {D. 0 `
I 0 (LIVE) R-H .18 1718 C -37 -270 L 1001 3.0 4. CTR
I 109 (DEAD) H-SH .09 832 C 327 -12 M 1010 4.00 X� '� C t1
K 0 (LIVE) HH-L .34 1976 T 7 484 N 1010 3.00 X4,Y1$�
K 95 (DEAD) L-GG .55 1976 T -484 -1395 O 1001 1.00 X 3. _
SUPPORT CRITERIA GG-O .72 3025 T 1395 1637 R 1010 3.00 X 6. F8 Q�P
JT REACT WIDTH JT REACT WIDTH O-N .72 3025 T -1637 -200 S 1050 4.00 X 4.00
LBS IN-SX LBS IN-SX N-J .46 3561 T 200 182 T 1030 3.00 X 3.00 CTR CTA
B 546 3- B H 1079 3- 8 J-M .41 3220 T -182 66 U 1010 3.00 X 3.00 CTA CTA
F 833 3- 8 M-S3 .17 1335 T -66 78 V 1010 4.00 X 4.00 CTR 1.5
ONLINE PLUStm Version:11.5 017 Engineering-Portrait 03/07/02 9'.16.45 AM Pagel of 2 MAR 0 8 2002
.robMark Quan Type Span Pl-Hl Left OH Right OH =EngineeringT02030405 2FTGl 1 MiOO 270212 192 0 o
U#0249 J#J202021 HOUSE #3 SECOND FLOOR
W 1010 3.00 X 3.00 CTR CTR
X 1001 1.00 X 3.00 CTR CTR REVIEWED BY;
Y 1001 1.00 X 3.00 CTR CTA Robbins Engineering, Inc.
Z 1010 3.00 X 6.00 CTR CTR PO Box 280055
AA 1010 4.00 X 6.00 CTR 1.5 Tampa, FL 33682
BB 1010 5.00 X10.00 CTR 1.5
DO 1050 3.00 X 3.00 CTA CTR REFER TO ROBBINS ENG. GENERAL
EE 1010 3.00 X 3.00 CTR CTR NOTES AND SYMBOLS SHEET FOR
FF 1010 5.00 X 8.00 CTR 1.5 ADDITIONAL SPECIFICATIONS.
GG 1030 4.00 X 6.00 1.5 1.5
HH 1010 5.00 X 8.00 CTR 1.5 NOTES:
II 1001 1.00 X 3.00 CTA CTR 1. TRUSSES MANUFACTURED BY -
JJ 4000 1.00 X 3.00 CTR CTA TRIANGLE BUILDING PRODUCT
S1 1100 3.00 X 6.00 CTR .2 2. EMPIRICAL ANALOG IS USED.
S2 1100 3.00 X 6.00 CTR .2 3. UNBALANCED LOADS CHECHED
S3 1100 3.00 X 6.00 CTR .2 (UNBLN LD FAC - 1.00, .00).
4. PREVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS.
S. PROVIDE 2X6 CONTINUOUS
STRONGBACXS (ON EDGE) AT
EVERY 120". FASTEN TO EACH
TRUSS W/ 3-16d NAILS.
OF NE�/
e
n3 j1 ti.J� Z
,1 4 tc0 OTj3T�y� f�e��
jog SSIONN� p
ONLINE PLUStm Version:11.5.017 Engineering-Portrait 03;07/02 9:16 45 AM Page 2 of 2 MAR 0 O 2002
Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering
T02030405 2FTG2 1 BB 60600 192 0 0
U#0249 J#J202021 HOUSE #3 SECOND FLOOR
Ho 1-0-0 Ho 1-0-0
0 0 m
® 0 0 0
EPm 1-4-8 2-9-4 .moo m 4-10-8 6-3-0 m
TC' 1-4-8 1-4-12�'[^m M _1_4-8 1-4-8
1x3 4x4-- axe 1x3 4x4- 1x3
B I 7,, P K
ix x3=
F E
1-0-0
A D
3x6= G M 0 3x6=
3x10= 3x3=
I i I
W:308 W:308
R: 510 R: 476
BC 2=L0-i2
EP 2-10-12 .KOo m 6-6-0
0 uta
0 0
m m
6-6-0
ALL PLATES ARE LOCK20
Scale:0.630"=1'
APPROX. TRUSS WEIGHT: 49.4 LBS
Online Plus -- Version 11.5.017 HEI-MR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 WEBS Robbins Engineering, Inc.
A-F = 25 C A-F = 25 C PO Box 280055
CSI SIZE LUMBER FB F-B = 49 C A-I = 823 C Tampa, FL 33682
TOP .12 4X 2 SP-DSS 3355 I-M = 453 T M-N = 278 C
BTM .18 4X 2 SP-DSS 3355 O-P = 218 C O-K = 524 T REFER TO ROBBINS ENG. GENERAL
WBS .26 4X 2 SPF-#3 825 R-D = 762 C E-C = 62 C NOTES AND SYMBOLS SHEET FOR
EXCEPTIONS: D-E = 31 C D-E = 31 C ADDITIONAL SPECIFICATIONS.
M-N 5 4X 2 SPF-#3 825
LUMBER STRESS INCREASE: .0% DL+LL DEFL = .03" IN A-M NOTES:
LL DEFL = .0211 < BRG-SPAN/360 1. TRUSSES MANUFACTURED BY -
.ATERAL BRACING: SPAN/DEFL (DL+LL) = 999 TRIANGLE BUILDING PRODUCT
TOP CHORD - CONTINUOUS 2. EMPIRICAL ANALOG IS USED.
BTM CHORD - CONTINUOUS PLATING CONFORMS TO TPI
TRUSS SPACING - 24.0 IN. PLATE VALUES MAY BE VERIED
WITH ROBBINS ENGINEERING, INC.
LOADING LIVE DEAD (PSF) GRIP BASED ON SPF 6 SYP LUMBER
TOP CHD 40.0 10.0 USING GROSS AREA TEST.
BTM CHD .0 5.0 PLATES - 20 GAUGE LOCK
TOTAL 40.0 15.0 55.0 GRIPPING 380-174 PSI PER PAIR
INCLUDES .09 INCREASE
CONCENTRATED LOADS (LBS) TENSION 1339- 465 PLI PER PAIR
TI 218 (LIVE) SHEAR 784- 506 PLI PER PAIR
81 (DEAD)
JT TYPE PLATE SIZE X Y
SUPPORT CRITERIA A 4010 3.00 X 6.00 CTR CTR
JT REACT WIDTH JT REACT WIDTH B 4000 1.00 X 3.00 CTR CTR
LBS IN-SX LBS IN-SX C 4000 1.00 X 3.00 CTR CTR
A 510 3- 8 D 476 3- 8 D 4010 3.00 X 6.00 CTR CTR G P Ne
E 9999 1.00 X 3.00 1.5 .5 }�
F 9999 1.00 X 3.00 1.5 .5 //lj�� OrPE� S tiJy
MEI-MR CSI P(LBS) M@1ST M@2ND I 1010 4.00 X 4.00 CTR 1.5
TOP CHORDS K 1010 4.00 X 4.00 CTR 1.5
B-I .07 0 T 0 -327 M 1030 3.00 X10.00 7.5 CTR 7}
I-N .11 1078 C 327 384 N 1001 8.00 X 8.00 1.5 4.2 '�(, ; ,1I w
N-P .12 1078 C -384 -467 O 1050 3.00 X 3.00 CTR CTR
P-K .12 1078 C 467 -112 P 1001 1.00 X 3.00 CTR CTR
X-C .05 0 T 112 0 �>.. �1V
BOTTOM CHORDS A 7379-
A-M .14 694 T 0 216 ROFESSIO
M-O .18 1078 T -216 -238
O-D .13 643 T 238 0
ONLINE PLUS trn Version:11.5 017 Engineering-Portrait 03/07/02 9.16 45 AM Page l MAR 0 8
2002
1
V
702030407 RIG Job Mark 4uan Type S�lin P1-H1 Left OH Right OH Engineering
2 TR 260000 8 1- 0- 0 1- 0- 0
U#0249 J#J111020 HOUSE #3 ROOF TRUSS
DG 15-11-6 DG 15-11-6
NO 6-14 HO 6-14
0 0
0 0
0
EP o 13-0-0 26-0-0 0
TC'" i 13-0-0 13-0-0
4x4
2x4 2x4
B The transfer of loads to the roof
-
4x4% L D 4x4. Diaphragm and bracing for
S3 2x4 2x4 52 horizontal wind loads is the
e 2x4 J Q 2x4 Responsibility of the Building
H j2x4l Designer.
9-8-3 2x4,: '.1
F
9-2-14 2x4. U2x4','
D W
4x4= 4x4=
A C
E G I K M N P R T V X
2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 '
S1
4x4=
BC 26-0-0
EP 26-0-0
26-0-0
ALL PLATES ARE LOCK20 Scale:0.146"=V
APPROX. TRUSS WEIGHT: 219.9 LBS
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND
RUN DATE: 3- 7-02 R-T .05 262 T 4 17 REVIEWED BY:
T-V .06 262 T -17 -65 Robbins Engineering, Inc.
CSI SIZE LUMBER 1.15FB V-X .08 262 T 65 245 PO Box 280055
TOP .16 2X 4 SPF-#2 1510 X-C .14 262 T -245 -635 Tampa, FL 33682
BTM .18 2X 4 SPF-#2 1510 WEBS
WES .27 2X 4 SPF-#3 865 E-D = 271 T G-F = 166 T REFER TO ROBBINS ENG. GENERAL
WDG@A 2X 4 SPF-112 I-H = 195 T K-J = 203 T NOTES AND SYMBOLS SHEET FOR
WDG@C 2X 4 SPF-#2 M-L = 166 T N-B = 401 C ADDITIONAL SPECIFICATIONS.
REPETITIVE MEMBER INCREASES: P-0 - 166 T R-Q = 203 T
FB 15.06 FT .0% FC .0% T-S = 195 T V-U = 166 T NOTES:
X-W - 271 T 1. TRUSSES MANUFACTURED BY -
1ATERAL BRACING: TRIANGLE BUILDING PRODUCT
TOP CHORD - CONTINUOUS DL+LL DEFL = .01" IN A-D 2. EMPIRICAL ANALOG IS USED.
BTM CHORD - CONTINUOUS LL DEFL = .01" < BRG-SPAN/240 3. WIND LOADS - ANSI/ASCE 7-98
ONE BRACE - N-B SPAN/DEFL (DL+LL) - 999 TRUSS IS DESIGNED AS A
TRUSS SPACING - 24.0 IN. MAIN WIND-FORCE RES SYSTEM
PLATING CONFORMS TO TPI. WIND SPEED - 120 NPH
STANDARD LOADING PLATE VALUES MAY BE VERIFIED MEAN ROOF HEIGHT - 25'
LUMBER STRESS INCREASE: 15.04 WITH ROBBINS MANUFACTURING. EXPOSURE CATEGORY - C
PLATE STRESS INCREASE: 15.08 GRIP BASED ON SPF 6 SYP LUMBER OCCUPANCY FACTOR - 1.00
LOADING LIVE DEAD (PSF) USING GROSS AREA TEST. ENCLOSED BUILDING.
TOP CHD 30.0 10.0 PLATES - 20 GAUGE LOCK TC DEAD LOAD = 6.0 PSF
BTM CHD .0 10.0 GRIPPING 514-250 PSI PER PAIR BC DEAD LOAD = 6.0 PSF
TOTAL 30.0 20.0 50.0 INCLUDES 15.08 INCREASE 4. ANCHOR TRUSS FOR A TOTAL
SUPPORT CRITERIA TENSION 1339- 465 PLI PER PAIR HORIZONTAL LOAD OF 572 LBS.
CONTINUOUS BETWEEN JNTS A 6 C SHEAR 784- 506 PLI PER PAIR 5. FASTEN TRUSS TO ERG A
FOR 241 LBS OF UPLIFT,
LEFT RIGHT JT TYPE PLATE SIZE X Y WHILE PERMITTING NO UPWARD
HEEL 2IN - 11SX 2IN - 11SX A 2002 4.00 X 4.00 1.3 1.5 MOVEMENT OF WALL OR ERG.
B 3001 4.00 X 4.00 CTR 2.2 6. FASTEN TRUSS TO ERG C
MEMER CSI P(LBS) M@1ST M@2ND C 2002 4.00 X 4.00 1.3 1.5 FOR 86 LBS OF UPLIFT,
TOP CHORDS D 1001 2.00 X 4.00 CTA CTR WHILE PERMITTING NO UPWARD
A-D .16 398 C 781 639 E 1001 2.00 X 4.00 CTR CTR MOVEMENT OF WALL OR ERG.
D-F .13 285 C -639 80 F 1001 2.00 X 4.00 CTR CTR 7. FASTEN TRUSS TO ERG E
F-S3 .06 257 T 74 37 G 1001 2.00 X 4.00 CTR CTR FOR 318 LBS OF UPLIFT,
S3-H .08 263 T -37 -190 H 1001 2.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD
H-J .10 263 T -392 418 I 1001 2.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BAG.
J-L .12 389 T -418 174 J 1001 2.00 X 4.00 CTR CTR S. FASTEN TRUSS TO BRG G C
L-B .15 494 T -174 441 K 1001 2.00 X 4.00 CTR CTR FOR 147 LBS OF UPLIFT �` NE
B-0 .15 494 T -441 174 L 1001 2.00 X 4.00 CTR CTR WHILE PERMITTING NO Y
O-Q .12 389 T -174 418 M 1001 2.00 X 4.00 CTR CTR MOVEMENT OF WALL O
Q-S .10 263 T -418 392 N 1001 2.00 X 4.00 CTR CTA 9. FASTEN TRUSS TO 3.
S-S2 -08 146 T -392 -82 O 1001 2.00 X 4.00 CTA CTR FOR 199 LBS OF UP
S2-U .06 140 T 82 285 P 1001 2.00 X 4.00 CTR CTR WHILE PERMITTI y
U-W .11 145 C -119 476 Q 1001 2.00 X 4.00 CTR CTR MOVEMENT OF L G. - 74
W-C .11 242 C -476 -344 R 1001 2.00 X 4.00 CTR CTA 10. FASTEN TRUSS TO Q
BOTTOM CHORDS S 1001 2.00 X 4.00 CTR CTR FOR 201 LBS OF U
A-E .18 262 T -983 -387 T 1001 2.00 X 4.00 CTR CTR WHILE PERMITTING
E-G .10 262 T 387 103 U 1001 2.00 X 4.00 CTR CTR MOVEMENT OF WALL
G-I .06 262 T -103 -28 V 1001 2.00 X 4.00 CTR CTA 11, FASTEN TRUSS TO B Q
I-K .05 262 T 28 8 W 1001 2.00 X 4.00 CTR CTR FOR 165 LBS OF UPL 1
K-S1 .05 262 T -8 -3 X 1001 2.00 X 4.00 CTR CTR WHILE PERMITTING NO 0T»
S1-M .05 262 T 3 0 S1 1100 4.00 X 4.00 CTR .0 MOVEMENT OF WALL OR B
M-N .05 262 T 0 0 S2 1100 4.00 X 4.00 CTR .0 12. FASTEN TRUSS TO BRG P sm
N-P .05 262 T 0 1 S3 1100 4.00 X 4.00 CTA .0 FOR 166 LBS OF UPLIFT,
P-R .05 262 T -1 -4 WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
13. FASTEN TRUSS TO ERG R MAR 0 & 2002
ONLINE PLUS1in Version:11.5.017 Engineering-Portrait 03;07/02 92421 AM Pagel
Job Mark Quan Type S];tin'111 �1-Hl Left OH Right OH Engineering
702030407 R2 10 TR 260000 s 1' 0- 0 1- 0- 0
U#0249 J#J111020 HOUSE #3 ROOF TRUSS
DG 15-11-6 DG 15-11-6
HO 6-14 HO 6-14
0 0
0 0
EP o 6-8-7 13-0-0 19-3-9 26-0-0 0 -
TIC 6-8-7 6-3-9 6-3-9 6-8-7
4x6
5x6: B 5x6:
53 S2
2x4, 2x4;
9-10-10 B, P C'
9-2-14
4x4- 4x4=
A C
H E H I D a
W:308 4x4= 4x4= W:308
R:1476 S1 S4 8:1476
U: 898 3x6= 3x6= U: 830
SC - -1 von 4- -14 M8-9--10
EP 8-9-10 .n 15-3-7 .0 26-0-0
oa av
.a .�
26-0-0 - ---
ALL PLATES ARE LOCK20 Scale:0.130"=1'
APPROX. TRUSS WEIGHT: 199.5 LES
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 H-I .59 1041 T -906 906 Robbins Engineering, Inc.
I-D .57 1041 T -906 -2680 PO Box 280055
CSI SIZE LUMBER 1.15FB D-S4 .65 1552 T 2680 -1766 Tampa, FL 33682
_JP .41 2X 6 SPF-#2 1310 S4-C .71 1552 T 1766 -816
BTM .71 2X 4 165OF1.5 1897 WEBS REFER TO ROBBINS ENG. GENERAL
WBS .57 2X 4 SPF-#3 865 F-E = 538 T E-B = 753 T NOTES AND SYMBOLS SHEET FOR
EXCEPTIONS: B-D = 753 T D-G = 538 T ADDITIONAL SPECIFICATIONS.
A-S1 2X 4 SPF-#2 1510
S4-C SAME AS A-S1 DL+LL DEFL = .38" IN H-I NOTES:
REPETITIVE MEMBER INCREASES: LL DEFL = .36" < BRG-SPAN/240 1. TRUSSES MANUFACTURED BY -
FB 15.09 FT .09 FC .09 SPAN/DEFL (DL+LL) = 818 TRIANGLE BUILDING PRODUCT
2. EMPIRICAL ANALOG IS USED.
LATERAL BRACING: PLATING CONFORMS TO TPI. 3. WIND LOADS - ANSI/ASCE 7-98
TOP CHORD - CONTINUOUS PLATE VALUES MAY BE VERIFIED TRUSS IS DESIGNED AS A
BTM CHORD - CONTINUOUS WITH ROBBINS MANUFACTURING. MAIN WIND-FORCE RES SYSTEM
ONE BRACE - E-B B-D GRIP BASED ON SPF S SYP LUMBER WIND SPEED - 120 MPH
TRUSS SPACING - 24.0 IN. USING GROSS AREA TEST. MEAN ROOF HEIGHT - 25'
PLATES - 20 GAUGE LOCK EXPOSURE CATEGORY - C
STANDARD LOADING GRIPPING 514-250 PSI PER PAIR OCCUPANCY FACTOR - 1.00
LUMBER STRESS INCREASE: 15.09 INCLUDES 15.09 INCREASE ENCLOSED BUILDING.
PLATE STRESS INCREASE: 15.09 TENSION 1339- 465 PLI PER PAIR TC DEAD LOAD = 6.0 PSF
LOADING LIVE DEAD (PSF) SHEAR 784- 506 PLI PER PAIR BC DEAD LOAD = 6.0 PSF
TOP CHU 30.0 10.0 4. LIVE LOAD CHECK PER BOCA-96,
HIM CHD .0 10.0 JT TYPE PLATE SIZE X Y SECTION 1606.2.3
TOTAL 30.0 20.0 50.0 A 2001 4.00 X 4.00 4.2 3.4 S. ANCHOR TRUSS FOR A TOTAL
EXCEPTIONS: B 301OR 4.00 X 6.00 CTR CTR HORIZONTAL LOAD OF 562 LBS.
H-I 20.0 10.0 C 2001 4.00 X 4.00 4.2 3.4 6. FASTEN TRUSS TO BRG A
SUPPORT CRITERIA D 1010 4.00 X 4.00 CTR CTR FOR 898 LBS OF UPLIFT,
JT REACT WIDTH JT REACT WIDTH E 1010 4.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD
LBS IN-SX LBS IN-SX F 1001 2.00 X 4.00 2.5 1.0 MOVEMENT OF WALL OR BRIG.
A 1476 3- 8 C 1476 3- 8 G 1001 2.00 X 4.00 2.5 1.0 7. FASTEN TRUSS TO BRIG C
B FOR 830 LBS OF UPLIFT,
LEFT RIGHT I WHILE PERMI SLi O UPWARD
HEEL OIN - 4SX OIN - 4SX S1 1100 3.00 X 6.00 CTR .2 MOVEME G.
S2 1100 5.00 X 6.00 CTR .2
MEMBR CSI P(LBS) M81ST M@2ND S3 1100 5.00 X 6.00 CTR .2 Q y
TOP CHORDS S4 1100 3.00 X 6.00 CTR .2 S. �2q 09
A-F .40 1868 C 3055 -2952 �G Gym
F-S3 .41 1712 C 2952 2243 R = PLATE IS ROTATED BY 90 DEG y 4f
S3-B .33 1574 C -2243 -1643
B-S2 .33 1574 C 1643 2243
S2-G .41 1712 C -2243 -2952
G-C .40 1868 C 2952 -3055
BOTTOM CHORDS .y •�
A-S1 .71 1552 T 816 -1766 SSG 0jg1 ��
S1-E .65 1552 T 1766 -2680
E-H .57 1041 T 2680 906 Afj�FES810aP`'
ONLINE PLUSim Version:11.5.017 Engineering-Portrait 03/07/02 9.24'.22 AM Page 1 MAR 0 8
2002
Job Markgs En ineerin
T02030407 R3 Quan Type Span ?1-H1 Left OH Right OH S g
7 TR 250808 8 1 ' 0- 0 0
U#0249 J#J111020 HOUSE 03 ROOF TRUSS
DG 15-11-6 DG 15-8-9
HO 6-14 HO 9-3
0
0
0
EPo 6-8-7 13-0-0 19-3-9 25-8-8
TC" 6-8-7 _ 6-3-9 _ 6-3-9 6-4-15
4x6
5.6; B
52
!!
2x4 2x4`
9-10-30 8 G
9-2-14
4x6= 5x6=
A C
E H I D x
W:308 4x4= 4x4= W:308
R:1460 S1 53 R:1377
U: 895 3x6= 4x4= U: 771
EP8-9-10 M.0 15-3-7 ,0 25-8-8
on w
.o .o
.o .1-
_s'- 25_8_8
1
0
ALL PLATES ARE LOCx20 Scale:0.134"=1'
APPROX. TRUSS WEIGHT: 196.2 LBS
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 E-H .58 1020 T 2739 951 Robbins Engineering, Inc.
H-I .61 1020 T -951 1201 PO Box 280055
CSI SIZE LUMBER 1.15FB I-D .51 1020 T -1201 -2281 Tampa, FL 33682
TOP .43 2X 6 SPF-#2 1310 D-S3 .58 1471 T 2281 -1534
BTM .72 2X 4 1650F1.5 1897 S3-C .69 1471 T 1534 -1762 REFER TO ROBBINS ENG. GENERAL
WBS .69 2X 4 165OF1.5 1897 WEBS NOTES AND SYMBOLS SHEET FOR
WDG@A 2X 4 SPF-#3 F-E = 543 T E-B = 758 T ADDITIONAL SPECIFICATIONS.
WDG@C 2X 4 SPF-#3 B-D = 671 T D-G = 508 T
EXCEPTIONS: NOTES:
A.-Sl 2X 4 SPF-#2 1510 DL+LL DEFL = .42" IN H-I 1. TRUSSES MANUFACTURED BY -
S3-C SAME AS A-S1 LL DEFL = .39" < BRG-SPAN/240 TRIANGLE BUILDING PRODUCT
REPETITIVE MEMBER INCREASES: SPAN/DEFL (DL+LL) = 730 2. EMPIRICAL ANALOG IS USED.
FB 15.06 FT .08 FC .08 3. WIND LOADS - ANSI/ASCE 7-98
PLATING CONFORMS TO TPI. TRUSS IS DESIGNED AS A
LATERAL BRACING: PLATE VALUES MAY BE VERIFIED MAIN WIND-FORCE RES SYSTEM
TOP CHORD - CONTINUOUS WITH ROBBINS MANUFACTURING. WIND SPEED - 120 MPH
BTM CHORD - CONTINUOUS GRIP BASED ON SPF 6 SYP LUMBER MEAN ROOF HEIGHT - 251
TRUSS SPACING - 24.0 IN. USING GROSS AREA TEST. EXPOSURE CATEGORY - C
PLATES - 20 GAUGE LOCK OCCUPANCY FACTOR - 1.00
STANDARD LOADING GRIPPING 514-250 PSI PER PAIR ENCLOSED BUILDING.
LUMBER STRESS INCREASE: 15.06 INCLUDES 15.08 INCREASE TC DEAD LOAD = 6.0 PSF
PLATE STRESS INCREASE: 15.08 TENSION 1339- 465 PLI PER PAIR BC DEAD LOAD = 6.0 PSF
LOADING LIVE DEAD (PSF) SHEAR 784- 506 PLI PER PAIR 4. LIVE LOAD CHECK PER BOCA-96,
TOP CHU 30.0 10.0 - SECTION 1606.2.3
BTM CHU .0 10.0 JT TYPE PLATE SIZE X Y 5. ANCHOR TRUSS FOR A TOTAL
TOTAL 30.0 20.0 50.0 A 2002 4.00 X 6.00 3.4 2.2 HORIZONTAL LOAD OF 543 LBS.
EXCEPTIONS: B 301OR 4.00 X 6.00 CTR CTR 6. FASTEN TRUSS TO BRG A
H-I 20.0 10.0 C 2002 5.00 X 6.00 1.4 2.1 FOR 895 LBS OF UPLIFT,
SUPPORT CRITERIA D 1010 4.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD
JT TYPE HORZ VERT WIDTH E 1010 4.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG.
LBS LBS IN-SX F 1001 2.00 X 4.00 2.5 1.0 7. FASTEN TRUSS TO BRG C
A PIN -1 1460 3- 8 G 1001 2.00 X 4.00 2.5 1.0 FOR 771 LBS OF U 7S
C HORZ RLR 0 1377 3- 8 H WHILE PERMIT
MOVEMENT O
LEFT RIGHT S1 1100 3.00 X 6.00 CTR .2 tit S,
REEL OIN - 4SX 2IN - JOSX S2 1100 5.00 X 6.00 CTR .2
S3 1100 4.00 X 4.00 CTR .0 �PPM�4�a,pf,
MEMBR CSI P(LBS) M@1ST M@2ND e
TOP CHORDSR = PLATE IS ROTATED BY 90 DEG * ly_ I
A-F .40 1831 C 1617 -2944
F-S2 .41 1686 C 2944 2161
S2-B .33 1548 C -2161 -1781
B-G .37 1580 C 1678 -1929 r
G-C .43 1788 C 1929 -4571
BOTTOM CHORDS 0� -, �?
A-Sl .72 1533 T 627 -1834 x'090 SS0
S1-E .66 1533 T 1834 -2739
ONLINE PLUStm Version:11.5.017 Engineering-Portrait 03/07/02 924:22 AM Page t MAR 0 8 2002
di
Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering
T02030407 R4G 1 TR 120600 8 1- 0- 0 1- o- o
U#0249 J#J111020 HOUSE #3 ROOF TRUSS
DG 7-10-2 DG 7-10-2
HO 6-14 HO 6-14
EP 6-3-0 12-6-0
TC 1-0-0 6-3-0 _ 6-3-0 1-0-0
4x4=
B
-_ �- 2x4 2x4
H K
2x4 2x4
8 F M
5-2-3 2x4 2x4
D
4-s-1a 0
axa- 4x4=
A C
E G I J L N P
2x4 2x4 2x4 2x4 2x4 2x4 2x4
-
EP 12-6-0
- --12-6-0 --ALL PLATES ARE LOCK20
Scale:0.307"=1'
AFFROX. TRUSS WEIGHT: 94.0 LES
Online Plus -- Version 11.5.017 DL+LL DEFL - .00" IN A-D REVIEWED BY:
RUN DATE: 3- 7-02 LL DEFL - .00" < BRG-SPAN/240 Robbins Engineering, Inc.
SPAN/DEFL (DL+LL) - 999 PO Box 280055
CSI SIZE LUMBER 1.15FB Tampa, FL 33682
TOP .07 2X 4 SPF-#2 1510 PLATING CONFORMS TO TPI.
3TM .09 2X 4 SPF-#2 1510 PLATE VALUES MAY BE VERIFIED REFER TO ROBBINS ENG. GENERAL
WBS .08 2X 4 SPF-#3 865 WITH ROBBINS MANUFACTURING. NOTES AND SYMBOLS SHEET FOR
WDG@A 2X 4 SPF-#2 GRIP BASED ON SPF 6 SYP LUMBER ADDITIONAL SPECIFICATIONS.
WDG@C 2X 4 SPF-#2 USING GROSS AREA TEST.
REPETITIVE MEMBER INCREASES: PLATES - 20 GAUGE LACK NOTES:
FB 15.08 FT .09 FC .09 GRIPPING 514-250 PSI PER PAIR 1. TRUSSES MANUFACTURED BY -
INCLUDES 15.09 INCREASE TRIANGLE BUILDING PRODUCT
LATERAL BRACING: TENSION 1339- 465 PLI PER PAIR 2. EMPIRICAL ANALOG IS USED.
TOP CHORD - CONTINUOUS SHEAR 784- 506 PLI PER PAIR 3. WIND LOADS - ANSI/ASCE 7-98
BTM CHORD - CONTINUOUS TRUSS IS DESIGNED AS A
TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y MAIN WIND-FORCE RES SYSTEM
A 2002 4.00 X 4.00 1.3 1.5 WIND SPEED - 120 MPH
STANDARD LOADING B 3001 4.00 X 4.00 CTR 2.2 MEAN ROOF HEIGHT - 25'
LUMBER STRESS INCREASE: 15.09 C 2002 4.00 X 4.00 1.3 1.5 EXPOSURE CATEGORY - C
PLATE STRESS INCREASE: 15.09 D 1001 2.00 X 4.00 CTR CTR OCCUPANCY FACTOR - 1.00
LOADING LIVE DEAD (PSF) E 1001 2.00 X 4.00 CTA CTR ENCLOSED BUILDING.
TOP CED 30.0 10.0 F 1001 2.00 X 4.00 CTR CTR TO DEAD LOAD = 6.0 PSF
BTM CED .0 10.0 G 1001 2.00 X 4.00 CTR CTA BC DEAD LOAD = 6.0 PSF
TOTAL 30.0 20.0 50.0 H 1001 2.00 X 4.00 CTR CTA 4. ANCHOR TRUSS FOR A TOTAL
SUPPORT CRITERIA I 1001 2.00 X 4.00 CTR CTR HORIZONTAL LOAD OF 295 LBS.
CONTINUOUS BETWEEN JNTS A 6 C J 1001 2.00 X 4.00 CTR CTR S. FASTEN TRUSS TO BRG A
K 1001 2.00 X 4.00 CTA CTR FOR 178 LBS OF UPLIFT,
LEFT RIGHT L 1001 2.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD
HEEL 2IN - llSX 21N - llSX M 1001 2.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG.
N 1001 2.00 X 4.00 CTR CTR 6. FASTEN TRUSS TO BRG C
VEKBR CSI P(LBS) M@1ST M@2ND 0 1001 2.00 X 4.00 CTR CTR FOR 109 LBS OF UPLIFT,
TOP CHORDS P 1001 2.00 X 4.00 CTA CTR WHILE PERMITTING NO UPWARD
A-D .07 172 C 361 315 The transfer of loads to the roof MOVEMENT OF WALL OR BRG.
D-F .07 114 T -384 152 7. FASTEN TRUSS TO BRG E
F-H .06 190 T -152 58 Diaphragm and bracing for FOR 221 LBS OF UPLIFT,
H-B .07 261 T -58 192 horizontal wind loads is the WHILE PERMITTING NO UPWARD
B-K .07 261 T -192 58 Responsibility g MOVEMENT OF WALL OR BRG.
X-M .06 190 T -58 152 P ty of the Building 8. FASTEN TRUSS TO ERG G
M-O .07 114 T -152 384 Designer. FOR 107 LBS OF UPLIFT,
O-C .OS 102 C -233 -165 v N WHILE PERMITTING NO UPWARD
BOTTOM CHORDS Y MOVEMENT OF WALL OR BRG.
A-E .09 140 T -457 -210 �� PSL S 9 FASTEN TRUSS TO BRG I
E-G .05 140 T 210 56 FOR 115 LBS OF UPLIFT,
G-I .03 140 T -56 -14 �� WHILE PERMITTING NO UPWARD
I-J .03 140 T 14 1 V1 MOVEMENT OF WALL OR BRG.
L-N
J-L .03 140 T -1 8 a�Y_. 10. FASTEN TRUSS TO BRG L
.03 140 T -8 -35
F FOR 115 LBS OF UPLIFT,
N-P .04 140 T 35 132r, '- WHILE PERMITTING NO UPWARD
P-C .07 140 T -132 -298 MOVEMENT OF WALL OR BRG.
WEBS . $ 11. FASTEN TRUSS TO BRG N
E-D - 189 T G-F = 123 T y '�' (? FOR 107 LBS 0£ UPLIFT,
I-H - 112 T J-S - 186 C {j1 , �► WHILE PERMITTING NO UPWARD
P-O - 189 T N-M = 123 T �Qp � �� �� MOVEMENT OF WALL OR SRG.
00, MOVEMENT 12. FASTEN TRUSS TO ERG P
FOR 221 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BAG.
ONLINE PLUStm Version'.11.5.017 Engineering-Portrait 03/07/02 9'.24.22 AM Pagel MAR 0 8 2002
L
Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering
T02030407 RTGI 1.2P TR 120600 8 0 0
U#0249 J#J111020 HOUSE #3 ROOF TRUSS
DG 7-10-2 DG 7-10-2
BO 6-14 80 6-14
EP 3-5-14 6-3-0 9-0-2 12-6-0
TC. 3-5-14 2-9-2 2-9-2 3-5-14
4x6
8
8
2x4 2x4 ,
E F
4-8-14
4x6- 4x6=
A C
D
7x8=
W:308 W:308
R:4375 R:4375
0:2281 0:2281
BC 6-3-0 ---- 6-3-0
EP 6-3-0 12-6-0
< 12-6-0
ALL PLATES ARE LOCR20
Scale:0.290"=1'
APPROX. TRUSS WEIGHT: 110.4 LEES
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 A-D .45 1945 T -963-12292 Robbins Engineering, Inc.
D-C .45 1945 T 12292 963 PO Box 280055
+++++++++++++++ WEBS Tampa, FL 33682
• 2-PLY TRUSS * E-D = 157 C D-B = 2294 T
D-F = 157 C REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
CSI SIZE LUMBER FB DL+LL DEFL = .08" IN D-C ADDITIONAL SPECIFICATIONS.
TOP .31 2X 6 SPF-#2 1140 LL DEFL = .06" < BRG-SPAN/240
BTM .45 2X 8 SP-DSS 2450 SPAN/DEFL (DL+LL) = 999 NOTES:
WBS .56 2X 4 SPF-#3 750 1. TRUSSES MANUFACTURED BY -
EXCEPTIONS: PLATES ARE FOR EACH PLY TRIANGLE BUILDING PRODUCT
D-B 2X 4 SPF-#2 1310 2. EMPIRICAL ANALOG IS USED.
PLATING CONFORMS TO TPI. 3. WIND LOADS - ANSI/ASCE 7-98
LATERAL BRACING: PLATE VALUES MAY BE VERIFIED TRUSS IS DESIGNED AS A
TOP CHORD - CONTINUOUS WITH ROBBINS MANUFACTURING. MAIN WIND-FORCE RES SYSTEM
BTM CHORD - CONTINUOUS GRIP BASED ON SPF 6 SYP LUMBER WIND SPEED - 120 MPH
TRUSS SPACING - 24.0 IN. USING GROSS AREA TEST. MEAN ROOF HEIGHT - 25'
PLATES - 20 GAUGE LOCK EXPOSURE CATEGORY - C
UNIFORM LOADING GRIPPING 581-250 PSI PER PAIR OCCUPANCY FACTOR - 1.00
LUMBER STRESS INCREASE: 15.0% INCLUDES 15.0% INCREASE ENCLOSED BUILDING.
PLATE STRESS INCREASE: 15.0% TENSION 1339- 465 PLI PER PAIR TC DEAD LOAD = 6.0 PSF
UNI. LDG. LIVE DEAD (PSF) SHEAR 784- 506 PLI PER PAIR BC DEAD LOAD = 6.0 PSF
TOP CHD 30.0 10.0 4. PREVENT TRUSS ROTATION AT
BTM CHD .0 10.0 JT TYPE PLATE SIZE X Y ALL BEARING LOCATIONS.
TOTAL 30.0 20.0 50.0 A 2001 4.00 X 6.00 10.2 6.8 5. FASTEN TRUSS TO BRG A
B 3001R 4.00 X 6.00 CTR CTR FOR2281 LBS OF UPLIFT,
GIRDER LOADING C 2001 4.00 X 6.00 10.2 6.8 WHILE PERMITTING NO UPWARD
LUMBER STRESS INCREASE: 15.0% D 1070 7.00 X 8.00 CTR 4.8 MOVEMENT OF WALL OR BRG.
PLATE STRESS INCREASE: 15.0% E 1001 2.00 X 4.00 2.5 1.0 6. FASTEN TRUSS TO BRG C
GRD. LDG. LIVE DEAD (PLF) F 1001 2.00 X 4.00 2.5 1.0 FOR2281 LBS OF UPLIFT,
TOP CHD 60.0 20.0 WHILE PERMITTING NO UPWARD
BTM CHD 360.0 260.0 R = PLATE IS ROTATED BY 90 DEG MOVEMENT OF WALL OR BRG.
TOTAL 420.0 280.0 700.0 7. GIRDER CONDITION:
SUPPORT CRITERIA COMMON GIRDER TYPE.
JT REACT WIDTH JT REACT WIDTH of: N I W TIE-IN TRUSSES ON BTM CHD
LBS IN-SX LBS IN-SX WITH SPAN OF 26.000 ft.
A 4375 3- 8 C 4375 3- 8 �Q�G�P.EL S. ti1,9C 8. USE PROPERLY RATED RANGERS
LEFT RIGHT co �� �� FOR LOADS FRAMING INTO
•�, , GIRDER TRUSS.
HEEL OIN - 45X OIN - 9SX �, �.✓,;,,, ,� 9. 2 COMPLETE TRUSSES REQUIRED.
MEMBER FORCES - EACH PLY r •�)�^I FASTEN TRUSSES TOGETHER W/
MEMBR CSI P(LBS) 10d NAILS AS EACH LAYER IS
TOP CHORDS M@1ST M@2ND ~ . APPLIED,STAGGERED AS FOLLOWS
RDS r., = MEMBER ROWS SPACING(IN)
A-E .31 2289 C -2606 -153 ytS� .�� TOP CHD 2 12.0
E-B .19 2186 C 153 -556 07 .1 BTM CHD 2 9.5
B-F .19 2186 C 556 -153 A/11 NPS' WEBS 1 4.0
F-C .31 2289 C 153 2606 �FESStip PLUS CLUSTERS OF NAILS IF
BOTTOM CHORDS SHOWN. M
ONLINE PLUSim Version:11 5.017 Engineering-Ponrait 03;07; MAR 02 9:24:22 AM Page 1 0 `�Q
2002
Job Mark
Quart Type Span P1-H1 Left OH Right OH Engineering
T02030407 Rl V 1 VL.S 70508 8 0 0
U#0249 J#J111020 HOUSE #3 ROOF TRUSS
DG 4-5-15 DG 4-5-15
HO 3 HO 3
EP 3-8-12 7-5-8
TC 3-8-12 3-8-12
4x4=
e
8
2-6-1
4x4',
C
D
2x4
3-g-
EP 3-8-12 7_5_8
7-5-g ------
ALL PLATES ARE LOCK20
Scale:0.483"=1'
APPROX. TRUSS WEIGHT: 32.7 LBS
Online Plus -- Version 11.5.017 PLATING CONFORMS TO TPI. REVIEWED BY:
^.UN DATE: 3- 7-02 PLATE VALUES MAY BE VERIFIED Robbins Engineering, Inc.
WITH ROBBINS MANUFACTURING. PO Box 280055
CSI SIZE LUMBER 1.15FB GRIP BASED ON SPF 6 SYP LUMBER Tampa, FL 33682
TOP .16 2X 4 SPF-#2 1510 USING GROSS AREA TEST.
BTM .15 2X 4 SPF-#2 1510 PLATES - 20 GAUGE LOCK REFER TO ROBBINS ENG. GENERAL
WBS .06 2X 4 SPF-#3 865 GRIPPING 514-250 PSI PER PAIR NOTES AND SYMBOLS SHEET FOR
REPETITIVE MEMBER INCREASES: INCLUDES 15.06 INCREASE ADDITIONAL SPECIFICATIONS.
FB 15.09 FT .09 FC .09 TENSION 1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR NOTES:
LATERAL BRACING: 1. TRUSSES MANUFACTURED BY -
TOP CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y TRIANGLE BUILDING PRODUCT
BTM CHORD - CONTINUOUS A 2003 4.00 X 4.00 4.3 3.5 2. EMPIRICAL ANALOG IS USED.
TRUSS SPACING - 24.0 IN. B 3001 4.00 X 4.00 CTR 2.2 3. WIND LOADS - ANSI/ASCE 7-98
C 2003 4.00 X 4.00 4.3 3.5 TRUSS IS DESIGNED AS A
STANDARD LOADING D 1001 2.00 X 4.00 CTR CTR MAIN WIND-FORCE RES SYSTEM
'_'MBER STRESS INCREASE: 15.09 WIND SPEED - 120 MPH
%LATE STRESS INCREASE: 15.09 MEAN ROOF HEIGHT - 25'
LOADING LIVE DEAD (PSF) EXPOSURE CATEGORY - C
TOP CHD 30.0 10.0 OCCUPANCY FACTOR - 1.00
BTM CHD .0 10.0 ENCLOSED BUILDING.
TOTAL 30.0 20.0 50.0 TC DEAD LOAD = 6.0 PSF
SUPPORT CRITERIA BC DEAD LOAD = 6.0 PSF
CONTINUOUS BETWEEN JNTS A 6 C 4. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 131 LBS.
LEFT RIGHT 5. FASTEN TRUSS TO BRG A
GIRD OIN - 4SX OIN - 4SX FOR 130 LBS OF UPLIFT,
CHORDS
M@1ST M@2ND WHILE PERMITTING NO UPWARD
MEMBR CSI P( MOVEMENT OF WALL OR BRG.
TOP CHORDS /�,-N E w 6. FASTEN TRUSS TO BRG C
A-B .16 84 T -818 882 FOR 130 LBS OF UPLIFT,
B-C .16 84 T -882 818 '� ��, S. /dQ^'Q9 WHILE PERMITTING NO UPWARD
BOTTOM CHORDS �Q \(j' MOVEMENT OF WALL OR BRG.
A-D .15 54 T -732 -366 r4 47. FASTEN TRUSS TO BRG D
D-C .15 54 T 366 732
FOR 217 LBS OF UPLIFT,
WEBS r ' '� `�. 'I to WHILE PERMITTING NO UPWARD
D-B zz 244 C ( = MOVEMENT OF WALL OR BRG.
DL+LL DEFL = .02" IN B-C
LL DEFL < BRG-SPAN/240ysF` 077379-
SPAN/DEFL (DL+LL) = 999 �'OgOFESStONP�
ONLINE PLUSim Version:11.5.017 Engineering-Portrait 03/07,02 9'.24.22 AM Page 1 MAR 0 8 2002
Job Mark.
Quan Type SjSan 11-H1 Left OH Right OH Ersgineering
T02030407 R2 1 1 VL.S 30508 8 0 0
U#0249 J#J111020 HOUSE #3 ROOF TRUSS
DO 2-1-1 DO 2-1-1
HO 3 HO 3
EP 1-8-12 3-5-8
TC 1-8-12 1-8-12
8
4x4=
1-2-1
4x4% 4x4,
A C
D
2x4'.
1
EC 1-8-12 1-8-12
EP 1-8-12 3-5-8
C 3-5-8--------------
ALL
�ALL PLATES ARE LOCK20
Scale:0.587"=1'
APPROX. TRUSS WEIGHT: 13.5 LES
Online Plus -- Version 11.5.017 PLATING CONFORMS TO TPI. REVIEWED BY:
RUN DATE: 3- 7-02 PLATE VALUES MAY BE VERIFIED Robbins Engineering, Inc.
WITH ROBBINS MANUFACTURING. PO Box 280055
CSI SIZE LUMBER 1.15FB GRIP BASED ON SPF 6 SYP LUMBER Tampa, FL 33682
TOP .04 2X 4 SPF-#2 1510 USING GROSS AREA TEST.
BTM .04 2X 4 SPF-#2 1510 PLATES - 20 GAUGE LOCK REFER TO ROBBINS ENG. GENERAL
WBS .03 2X 4 SPF-#3 865 GRIPPING 514-250 PSI PER PAIR NOTES AND SYMBOLS SHEET FOR
REPETITIVE MEMBER INCREASES: INCLUDES 15.04 INCREASE ADDITIONAL SPECIFICATIONS.
FB 15.04 FT .04 FC .04 TENSION 1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR NOTES:
LATERAL BRACING: 1. TRUSSES MANUFACTURED BY -
TOP CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y TRIANGLE BUILDING PRODUCT
STM CHORD - CONTINUOUS A 2003 4.00 X 4.00 4.3 3.5 2. EMPIRICAL ANALOG IS USED.
TRUSS SPACING - 24.0 IN. B 3001 4.00 X 4.00 CTR 2.2 3. WIND LOADS - ANSI/ASCE 7-98
C 2003 4.00 X 4.00 4.3 3.5 TRUSS IS DESIGNED AS A
STANDARD LOADING D 1001 2.00 X 4.00 CTR CTR MAIN WIND-FORCE RES SYSTEM
LUMBER STRESS INCREASE: 15.04 WIND SPEED - 120 MPH
PLATE STRESS INCREASE: 15.04 MEAN ROOF HEIGHT - 25'
LOADING LIVE DEAD (PSF) EXPOSURE CATEGORY - C
TOP CHD 30.0 10.0 OCCUPANCY FACTOR - 1.00
BTM CHD .0 10.0 ENCLOSED BUILDING.
TOTAL 30.0 20.0 50.0 TC DEAD LOAD = 6.0 PSF
SUPPORT CRITERIA BC DEAD LOAD = 6.0 PSF
CONTINUOUS BETWEEN JNTS A S C 4. FASTEN TRUSS TO BRG A
FOR 56 LBS OF UPLIFT,
LEFT RIGHT WHILE PERMITTING NO UPWARD
GIRD OIN - 4SX OIN - 4SX MOVEMENT OF WALL OR BRG.
5. FASTEN TRUSS TO BRG C
MEMBR CSI P(LBS) M@1ST M@2ND FOR 56 LBS OF UPLIFT,
TOP CHORDS WHILE PERMITTING NO UPWARD
A-B .04 30 T -167 104 ' MOVEMENT OF WALL OR BRG.
B-C .04 30 T -104 167 G of; N F W 6. FASTEN TRUSS TO BRG D
BOTTOM CHORDS P'�v�P��. S, YO FOR 109 LBS OF UPLIFT,
A-D .04 19 T -91 0 `G .�y,�� CSO WHILE PERMITTING NO UPWARD
D-C .04 19 T 0 -88 C7 aT 41% �[I MOVEMENT OF WALL OR BRG.
WEBS
D-B = 121 C
DL+LL DEFL = .00" IN B-C
LL DEFL < BRG-SPAN/240 ysF U`
SPAN/DEFL (DL+LL) = 999 O 77379'
pROF@SSIONP�
ONLINE PLUS"Version:11.5.017 Engineering-Portrait 03107/02 9-.2423 AM Page l MAR
/tR o 8
2002
Job Mark
702030407 RS Quan Type Span �1-H1 Left OH Right OH Engineering
10 ATI2 230000 8 1- 0- 0 1- 0- 0
U#0249 J#J111020 HOUSE #3 ROOF TRUSS
DG 16-]-1 DG 16-1-1
NO 4-3-e NO 4-3-8
0 0
O av 0
0
EP o 2- 7-3-1 11-6-0 5 20-7-12
TC 24-4 4-10-13 4_2_15 4-2-15 rn o
4_10-13
4x6
D
3x10= 3x10-
C E
B
44x6 4 2x4 #4x6
11-11-8 45x6. g H 85x6//
R L
� M
tl ",
1
M
O
18- D-
A G
#3x10 I NH 03x10.
#7x12 #7x12= 47x12
x a
W:308 W:408 NIS
R:1888 A-%R 94 R:1557
0:1147 U: 972 U: 723
12=7=i2 -3=7 1-2 W
EP 2-4-4 15-0-0 20-7-12 m
A
m
rva
n '
23-0-0- -3
ALL PLATES ARE LOCK20, # x PLATE SELECTED IN PLATE MONITOR Scale:0.116"=1'
APPROX. TRUSS WEIGHT: 239.9 LES
Online Plus -- Version 11.5.017 LOAD CASE #7 UNBALANCED LOAD INCLUDES 15.04 INCREASE
RUN DATE: 3- 7-02 LUMBER STRESS INCREASE: 15.06 TENSION 1339- 465 PLI PER PAIR
PLATE STRESS INCREASE: 15.06 SHEAR 784- 506 PLI PER PAIR
CSI SIZE LUMBER 1.15FB LOADING LIVE DEAD (PSF)
TOP .28 2X 6 SP-DSS 3100 TOP CHD 30.0 10.0 JT TYPE PLATE SIZE X Y
BTM .44 2X 8 SP-DSS 2820 BTM CHD .0 10.0 !A 4000 3.00 X10.00 CTR 1.6
WBS .65 2X 4 SPF-#2 1510 TOTAL 30.0 20.0 50.0 B 1001 4.00 X 6.00 CTR 2.3
REPETITIVE MEMBER INCREASES: EXCEPTIONS: C 1001 3.00 X10.00 5.0 CTR
FB 15.06 FT .06 FC .06 X-B .0 10.0 D 3001R 4.00 X 6.00 CTA CTA
B-C .0 17.0 E 1001 3.00 X10.00 5.0 CTR
LATERAL BRACING: C-D .0 10.0 F 1001 4.00 X 6.00 CTR 2.3
TOP CHORD - CONTINUOUS E-F 30.0 17.0 !G 4000 3.00 X10.00 CTR 1.6
BTM CHORD - CONTINUOUS I-H 40.0 15.0 !H 10SOR 7.00 X12.00 -6.1 3.4
TRUSS SPACING - 24.0 IN. C-E .0 7.0 !I 10308 7.00 X12.00 -6.6 CTA
B-I .0 7.OS J 1001 2.00 X 4.00 CTA CTA
STANDARD LOADING F-H .0 7.OS !K 4110 5.00 X 6.00 4.0 2.3
LUMBER STRESS INCREASE: 15.06 SUPPORT CRITERIA !L 4110 5.00 X 6.00 4.0 2.3
PLATE STRESS INCREASE: 15.06 JT TYPE HORZ VERT WIDTH !M 1100 7.00 X12.00 CTR .1
LOADING LIVE DEAD (PSF) LBS LBS IN-SX
TOP CED 30.0 10.0 A PIN 0 1263 3- 8 R = PLATE IS ROTATED BY 90 DEG
BTM CHD .0 10.0 M HORZ RLR 0 1194 4- 8 ! SELECTED VIA PLATE MONITOR
TOTAL 30.0 20.0 50.0 G SORE RLR 0 1305 3- 8
EXCEPTIONS:
B-C 30.0 17.0
E-F 30.0 17.0 MEI-MR CSI P(LBS) M@1ST M@2ND
I-H 40.0 15.0 TOP CHORDS
C-E .0 7.0 K-B .21 1020 C 10 -491
B-I .0 7.OS B-C .22 1041 C 491 662
F-H .0 7.OS C-D .15 401 C -662 -456
SUPPORT CRITERIA D-E .27 433 C 514 -2137
JT REACT WIDTH IT REACT WIDTH E-F .28 1073 C 2137 -6852
LBS IN-SX LBS IN-SX F-L .26 887 C 6852 -10
A 1888 3- 8 M 1072 4- 8 BOTTOM CHORDS
G 1557 3- 8 A-I .26 773 C 1 -9948
I-M .44 857 T 9353-14109
LOAD CASE #6 UNBALANCED LOAD M-H .43 857 T 14109-11751
LUMBER STRESS INCREASE: 15.06 H-G .40 146 T -4597 -1
PLATE STRESS INCREASE: 15.06 WEBS
LOADING LIVE DEAD (PSF) C-J .19 859 T 0 -281
TOP CED 30.0 10.0 J-E .19 859 T 281 0 N F
BTM CHD .0 10.0 A-K - 2217 C K-I = 1710 T LL O�
TOTAL 30.0 20.0 50.0 I-B - 403 C J-D = 142 T
EXCEPTIONS: H-F - 709 C H-L - 1710 T
B-C 30.0 17.0 G-L = 1977 c yQ �P
D-E .0 10.0
E-F .0 17.0 DL+LL DEFL = .48" IN I-M 4/' U'��•/� �C
F-L .0 10.0 LL DEFL = .54" < BRG-SPAN/240 ��y""• ���
I-H 40.0 15.0 DL+LL HORZ = .64" AT J
C-E .0 7.0 SPAN/DEFL (DL+LL) = 575 r �r•'•^ 1 ly
B-I .0 7.OS •1
F-H .0 7.05 PLATING CONFORMS TO TPI.
SUPPORT CRITERIA PLATE VALUES MAY BE VERIFIED y
JT TYPE SORE VERT WIDTH WITH ROBBINS MANUFACTURING.
LBS LBS IN-SX GRIP BASED ON SPF 6 SYP LUMBER
A PIN 0 1726 3- 8 USING GROSS AREA TEST. ROFESSliO
M HORZ RLR 0 1053 4- 8 PLATES - 20 GAUGE LOCK
G BORE RLR 0 992 3- 8 GRIPPING 581-250 PSI PER PAIR
ONLINE PLUStm Version:11.5.017 Engineering-Porlrai!03/07/02924.23 AM Page 1 o!2 MAR 0 8 2002
• Job Marx Quan Type Span k-Hl Left OH Right OH Engineering
T02030407 R5 10 ATI2 230000 8 i- o- 0 11 o- o Cont.
U#0249 J#J111020 HOUSE #3 ROOF TRUSS
REVIEWED BY:
Robbins Engineering, Inc.
PO Box 280055
Tampa, FL 33682
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
1. TRUSSES MANUFACTURED BY -
TRIANGLE BUILDING PRODUCT
2. EMPIRICAL ANALOG IS USED.
3. WIND LOADS - ANSI/ASCE 7-98
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 120 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY FACTOR - 1.00
ENCLOSED BUILDING.
TC DEAD LOAD - 6.0 PSF
BC DEAD LOAD - 6.0 PSF
4. UNBALANCED LOADS CHECKED
(UNBLN LD FAC = 1.00, .00).
5. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 840 LBS.
6. FASTEN TRUSS TO ERG A
FOR1147 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR ERG.
7. FASTEN TRUSS TO ERG M
FOR 972 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR ERG.
S. FASTEN TRUSS TO ERG G
FOR 723 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
.NSW y
P PEL s. M O
.t o� qc.
r W
n4QEESs►oN i
ONLINE PLUSim Version:11.5.017 Engineering-Portrait 03'07;02 924.23 AM Page 2 ol2 MAR
AR O 8
2002
Job Mark
Quan Type Span 1,1-H1 Left OH Right OH Engineering
702030407 R5G 1*2P ATICF 230000 8 1- 0- 0 1- 0- 0
U#0249 J#J111020 HOUSE #3 ROOF TRUSS
DD 16-]-3 DG 16-1-1
XO 4-]-B NO 4-3-8
O p m q V O
RP 02-4-4 1-6-0 o- w 20-7-12 m e
TC" 2-4-4 9-3-13 6-1-12
13x6---
63.6 2x1
2.4 2'B 1x6 A2
AO 3x6 D A9 3x6
XN
•2x4 •2x4 •2x4..
a•2x4 xx Oo
•2t1-U •2x4
•2x4 o 2 4 4 w •2x4.
N 2.4 2.4 W
e 75- 4-#aq E
11-11-8 4x4 '&4_.]•2x4'4 4x4.1
R PRA 2.4 L
4-14
4- t
x1_ 2 4 2
A T 1 O
2.4. I R W 8PL W LL N 3x4.
N 4x4_•2.4V 3 4 2x4. 2x4.•2.4.. 4 4
•2x4. T•2x4 A3 NN AN
0 •2x4, Al A6 A4 2.4 •2x4 •2.4
2.4 2.4 2x4
•2x4 PP as
V •2x4 •2x4 The transfer of loads to the roof
•2 A3 TT Diaphragm and bracing for
N4 54- horizontal wind loads is the
EP 2-4-4 ]-6-0 m m m m b 20-]-iz o Responsibility
m m m o m of the Building
M Designer.
23-0-0 3
ALL PLATES ARE LOCE20, 8 - PLATE SELECTED IN PLATE MNITOR Scale:0.100"=t'
APPROX. TRUSS WEIGHT: 407,7 LBS
Online Plus -- Version 11.5.017 LOAD CASE #7 UNBALANCED LOAD MEMER CSI P(LBS) M@1ST M@2ND
:1N DATE: 3- 7-02 LUMBER STRESS INCREASE: 15.04 H-F = 222 T H-L = 447 T
PLATE STRESS INCREASE: 15.0%
"i4f 44 f♦t'44♦ LOADING LIVE DEAD (PSF) DL+LL DEFL = .03" AT D
• 2-PLY TRUSS 4 TOP CHD 30.0 10.0 LL DEFL < BRG-SPAN/240
xa e••r*4r4u 4t• BTM CED .0 10.0 SPAN/DEFL (DL+LL) = 999
TOTAL 30.0 20.0 50.0
CSI SIZE LUMBER 1.15FB EXCEPTIONS: PLATES ARE FOR EACH PLY
TOP .08 2X 6 SPF-#2 1310 K-D .0 10.0
BTM .05 2X 6 SPF-#2 1310 VV-W 40.0 15.0 PLATING CONFORMS TO TPI.
WBS .24 2X 4 SPF-#3 865 YY-ZZ .0 7.0 PLATE VALUES MAY BE VERIFIED
EXCEPTIONS: WW-VV .0 7.OS WITH ROBBINS MANUFACTURING.
A6-Z 2X 4 SPF-#2 1510 XX-UU .0 7.OS GRIP BASED ON SPF 6 SYP LUMBER
AS-B1 A4-DD SAME AS A6-Z SUPPORT CRITERIA USING GROSS AREA TEST.
REPETITIVE MEMBER INCREASES: CONTINUOUS BETWEEN JNTS A 6 G PLATES - 20 GAUGE LOCK
FB 15.0% FT .06 FC .OS GRIPPING 514-250 PSI PER PAIR
INCLUDES 15.0% INCREASE
LATERAL BRACING: MEMBER FORCES - EACH PLY TENSION 1339- 465 PLI PER PAIR
TOP CHORD - CONTINUOUS MEMBR CSI P(LBS) M131ST M@2ND SHEAR 784- 506 PLI PER PAIR
BTM CHORD - CONTINUOUS TOP CHORDS
GABLE STUDS ARE CONSIDERED K-B .08 185 C -2 420 JT TYPE PLATE SIZE X Y
NON-STRUCTURAL. ALL BRACING B-AO .08 117 C -420 454 A 4000 2.00 X 4.00 2.5 1.0
FOR HORIZONTAL WIND LOADS ARE AO-WW .08 155 T -844 -601 B 1001 2.00 X 4.00 2.5 1.0
THE RESPONSIBILITY OF THE WW-A8 .06 134 T 601 -439 D 3001R 4.00 X 6.00 CTR CTR
BUILDING DESIGNER. A8-D .06 138 T 439 669 F 1001 2.00 X 4.00 2.5 1.0
TRUSS SPACING - 24.0 IN. D-A9 .06 138 T -668 -442 G 4000 2.00 X 4.00 2.5 1.0
A9-XX .06 133 T 442 -611 H 1050 4.00 X 4.00 CTR CTR
STANDARD LOADING XX-A2 .OB 155 T 611 852 I 1030 4.00 X 4.00 CTA CTA
LUMBER STRESS INCREASE: 15.06 A2-F .08 104 C -436 434 J 1001 2.00 X 4.00 CTR CTR
PLATE STRESS INCREASE: 15.04 F-L .08 173 C -434 2 K 4110 4.00 X 4.00 CTR CTR
LOADING LIVE DEAD (PSF) BOTTOM CHORDS L 4110 4.00 X 4.00 CTR CTR
TOP CHD 30.0 10.0 A-I .05 389 C 0 0 Z 1001 2.00 X 4.00 CTR CTR
BTM CHD .0 10.0 I-A1 .04 295 T 0 0 DO 1001 2.00 X 4.00 CTR CTR
TOTAL 30.0 20.0 50.0 Al-VV .04 295 T 0 0 DO 1001 2.00 X 4.00 2.5 1.0
EXCEPTIONS: VV-A6 .04 296 T 0 0 VV 1001 2.00 X 4.00 2.5 1.0
VV-Uri 40.0 15.0 A6-A5 .04 296 T 0 0 WW 1001 3.00 X 6.00 CTR 1.8 -...,_
YY-ZZ .0 7.0 AS-A4 .04 296 T 0 0 XX 1001 3.00 X 6.00 CTR 1
WW-VV .0 7.OS A4-UU .04 296 T . .
XX-W .0 7.OS UU-A3 0 0 YY 1001 200 X 400.04 295 T 0 0 ZZ 1001 2.00 X 4.00 CT CTR F F NES
SUPPORT CRITERIA A3-H .04 295 T 0 0 AO 1001 2.00 X 4.00 2 R ``���L S. `
CONTINUOUS BETWEEN JNTS A 4 G H-G .01 74 T 0 0 Al 1001 2.00 X 4.00
C,
LOAD CASE #6 UNBALANCED LOAD WEBS A2 1001 2.00 X 4
A-K .24 415 C 0 0 A3 1001 2.00 X .00 5 1.0 4A
LUMBER STRESS INCREASE: 15.0 A7-Z .01 5 C 0 -23 A4 1001 2.00 X 4.00 1.0
PLATE STRESS STRESS INCREASE: YY-J .09 8 T 0 374 AS 1102 7.00 X16.00
Z ;)•�^
LOADING LIVE DEAD (PSF)SF) Z-81 .01 5 C 23 9 A6 1001 2.00 X 4.00 1.
TOP CHD 30.0 10.0 J-ZZ .09 8 T -374 0 A7 1001 2.00 X 4.00 C (V
BTM CHU .0 10.0 31-DD .01 5 C -9 -23 AS _
TOTAL 30.0 20.0 50.0 DD-BO .01 5 C 23 0 A9
EXCEPTIONS: G-L .24 416 C 0 0 BO 1001 2.00 X 4.00 S� p � w�
D-L .0 10.0 K-I 446 T I-B = 223 T B1 1001 2.00 X 4.00 C
W-W 40.0 15.0 Al-AO= 248 T VV-A7= 156 C
YY-22 .0 7.0
A7-YY- 133 C YY-WW= 97 C R = PLATE IS ROTATED BY 90
WW-VV .0 7.OS A6-Z = 5 C J-D = 21 T 11-GABLE STUDS TO BE ATTACHED
XX-W .0 7.OS AS-B1= 6 T A4-DD= 5 C WITH 2.0X4.0 PLATES AT EACH END.
SUPPORT CRITERIA LTU-BO= 156 C BO-ZZ= 133 C
CONTINUOUS BETWEEN JUTS A G G ZZ-XX= 97 C A3-A2= 248 T
ONLINE PLUSIm Version:11.5 017 Engineering-Portrait 03/07/02 9.2424 AM Page t of 2 MAR o 8 2002
Job Mark
Quan Type Span P1-H1 Left OH Right OH Engineering
T02030407 R5G 1*2P ATICF 230000 a 1 0- 0 1- 0- 0 cont.
U#0249 J#J111020 HOUSE #3 ROOF TRUSS
REVIEWED BY:
Robbins Engineering, Inc.
PO Box 280055
Tampa, FL 33682
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
1. TRUSSES MANUFACTURED BY -
TRIANGLE BUILDING PRODUCT
2. EMPIRICAL ANALOG IS USED.
3. WIND LOADS - ANSI/ASCE 7-98
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 120 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY FACTOR - 1.00
ENCLOSED BUILDING.
TC DEAD LOAD = 6.0 PSF
BC DEAD LOAD . 6.0 PSF
4. UNBALANCED LOADS CHECKED
(UNBLN LD FAC - 1.00, .00) .
S. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 847 LBS.
6. FASTEN TRUSS TO ERG A
FOR 656 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR ERG.
7. FASTEN TRUSS TO ERG G
FOR 516 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
S. FASTEN TRUSS TO BAG I
FOR1220 LHS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
9. FASTEN TRUSS TO BRG Al
FOR 494 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
10. FASTEN TRUSS TO BRG A3
FOR 495 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
11. FASTEN TRUSS TO BRG H
FOR1218 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
12. 2 COMPLETE TRUSSES REQUIRED.
FASTEN TRUSSES TOGETHER W/
10d NAILS AS EACH LAYER IS
APPLIED,STAGGERED AS FOLLOWS
MEMBER ROWS SPACING(IN)
TOP CED 2 12.0
BTM CHU 2 12.0
WEBS 1 4.0
PLUS CLUSTERS OF NAILS IF
SHOWN.
NE{y Y
co a
x �
SFO 077379 �2V
IROFESS10�*y
ONLINE PLUSIm Version:11.5.017 Engineering-Portrait 03/07/02 92424 AM Page 2 of 2 MAR
/tR 0 8
2002
Job Mark
Quan Type Span P1-H1 Left OH Right OH Engineering
T02030407 RT1 2 JCA2 50000 6 1- 0- 0 0
U#0249 J#J111020 HOUSE #3 ROOF TRUSS
DG 5-10-7
HO 6-14 HO 2-9-6
EP 5-0-0
TC 1-0-0 _ 5-0-0
2x4
H
2x4
P
6 2x4
D
3-6-2
3-0-14
4x4=
A
C
E G 2x4
2x4 2x4
BC 4-10-8
EP 4-10-8 m
.o
0
5-0-0
ALL PLATES ARE LOCK20
Scale:0.391"=1'
APPROX. TRUSS WEIGHT: 32.2 LBS
Online Plus -- Version 11.5.017 DL+LL DEFL = .00" IN A-D REVIEWED BY:
RUN DATE: 3- 7-02 LL DEFL < BRG-SPAN/240 Robbins Engineering, Inc.
SPAN/DEFT. (DL+LL) = 999 PO Box 280055
CSI SIZE LUMBER 1.15FB Tampa, FL 33682
TOP .04 2X 6 SPF-#2 1310 PLATING CONFORMS TO TPI.
BTM .04 2X 4 SPF-#2 1510 PLATE VALUES MAY BE VERIFIED REFER TO ROBBINS ENG. GENERAL
WBS .18 2X 4 SPF-#3 865 WITH ROBBINS MANUFACTURING. NOTES AND SYMBOLS SHEET FOR
REPETITIVE MEMBER INCREASES: GRIP BASED ON SPF S SYP LUMBER ADDITIONAL SPECIFICATIONS.
FB 15.0% FT .06 FC .0% USING GROSS AREA TEST.
PLATES - 20 GAUGE LOCK NOTES:
LATERAL BRACING: GRIPPING 514-250 PSI PER PAIR 1. TRUSSES MANUFACTURED BY -
TOP CHORD - CONTINUOUS INCLUDES 15.0% INCREASE TRIANGLE BUILDING PRODUCT
STM CHORD - CONTINUOUS TENSION 1339- 465 PLI PER PAIR 2. EMPIRICAL ANALOG IS USED.
TRUSS SPACING - 24.0 IN. SHEAR 784- 506 PLI PER PAIR 3. WIND LOADS - ANSI/ASCE 7-98
TRUSS IS DESIGNED AS A
STANDARD LOADING JT TYPE PLATE SIZE X Y MAIN WIND-FORCE RES SYSTEM
LUMBER STRESS INCREASE: 15.0% A 2001 4.00 X 4.00 4.0 3.0 WIND SPEED - 120 MPH
PLATE STRESS INCREASE: 15.06 B 4200 2.00 X 4.00 2.5 1.0 MEAN ROOF HEIGHT - 25'
LOADING LIVE DEAD (PSF) C 4594 2.00 X 4.00 2.0 1.8 EXPOSURE CATEGORY - C
TOP CHD 30.0 10.0 D 1001 2.00 X 4.00 2.5 1.0 OCCUPANCY FACTOR - 1.00
BTM CHD .0 10.0 E 1001 2.00 X 4.00 CTR CTR ENCLOSED BUILDING.
TOTAL 30.0 20.0 50.0 F 1001 2.00 X 4.00 2.5 1.0 TC DEAD LOAD = 6.0 PSF
SUPPORT CRITERIA G 1001 2.00 X 4.00 CTR CTR BC DEAD LOAD = 6.0 PSF
CONTINUOUS BETWEEN JNTS A 6 C 4. ANCHOR TRUSS FOR A TOTAL
The transfer of loads to the roof HORIZONTAL LOAD OF 243 LBS.
LEFT RIGHT Diaphragm and bracing for S. FASTEN TRUSS TO BRG A
HEEL OIN - 11SX horizontal wind loads is the FOR 217 LBS OF UPLIFT,
Responsibility of the Building WHILE PERMITTING NO UPWARD
MMOR CSI P(LBS) M@1ST M@2ND Designer.
MOVEMENT OF WALL OR BRG.
TOP CHORDS 6. FASTEN TRUSS TO BRG C
A-D .04 167 C 421 295 �F N F w FOR 56 LBS OF UPLIFT,
D-F .03 109 C -295 53Q �PE� S. M,q HiQ WHILE PERMITTING NO UPWARD
F-B .02 87 C -53 4 J� `G /� 'fes MOVEMENT OF WALL OR BRG.
BOTTOM CHORDS 4 7. FASTEN TRUSS TO BRG E
A-E .04 97 T 185 71 4 '- FOR 199 LBS OF UPLIFT,
E-G .03 97 T -71 -20 * 1 ) W WHILE PERMITTING NO UPWARD
WEBS G-C .02 T 20 0 \ = =4! MOVEMENT OF WALL OR BRG.
��
� + � 8. FASTEN TRUSS TO BRG G
C-B .18 55 T 0 0 S FOR 72 LBS OF UPLIFT,
E-D = 183 T G-F = 85 C FO OT7379' P WHILE PERMITTING No UPWARD
A9OFES$10MOVEMENT OF WALL OR BRG.
ONLINE PLUSt"'Version:11.5.017 Engineering-Portrait 03/07/02 9'.24.24 AM Page 1 MAR 0 8
2002
'T1b Mark
Quan Type Srlran 21-H1 Left OH Right OH JEngineering
T02030407 RT2 10 JCA2 50000 6 i= 0- 0 0
U#0249 J#J111020 HOUSE #3 ROOF TRUSS
DG 5-10-7
HO 6-14 HO 2-9-6
EP 3-1-1 5-0-0
TC 1-0-0 3-1_1 1__10-15
2X4
H
"4x6=
3-3-15
3-0-14C
L 4x4=
T�
x:308 W:108
R: 518 R: 390
U: 309 U: 129
HC 10
EP 4--10-8-8
m
.o
0
5-0-0
ALL PLATES ARE LOCA20
Scale:0.400"=1'
APPROX. TRUSS WEIGHT: 32.2 LBS
Online Plus -- Version 11.5.017 DL+LL DEFL = .04" IN A-C REVIEWED BY:
RUN DATE: 3- 7-02 LL DEFL = .02" < BRG-SPAN/240 Robbins Engineering, Inc.
SPAN/DEFL (DL+LL) = 999 PO Box 280055
CSI SIZE LUMBER 1.15FB Tampa, FL 33682
TOP .22 2X 4 SPF-#2 1510 PLATING CONFORMS TO TPI.
BTM .23 2X 4 SPF-#2 1510 PLATE VALUES MAY BE VERIFIED REFER TO ROBBINS ENG. GENERAL
WBS .19 2X 4 SPF-#3 865 WITH ROBBINS MANUFACTURING. NOTES AND SYMBOLS SHEET FOR
WDG@A 2X 4 SPF-#3 GRIP BASED ON SPF t SYP LUMBER ADDITIONAL SPECIFICATIONS.
-2EPETITIVE MEMBER INCREASES: USING GROSS AREA TEST.
'B 15.09 FT .0% FC .0% PLATES - 20 GAUGE LOCK NOTES:
GRIPPING 514-250 PSI PER PAIR 1. TRUSSES MANUFACTURED BY -
LATERAL BRACING: INCLUDES 15.06 INCREASE TRIANGLE BUILDING PRODUCT
TOP CHORD - CONTINUOUS TENSION 1339- 465 PLI PER PAIR 2. EMPIRICAL ANALOG IS USED.
BTM CHORD - CONTINUOUS SHEAR 784- 506 PLI PER PAIR 3. WIND LOADS - ANSI/ASCE 7-98
TRUSS SPACING - 24.0 IN. TRUSS IS DESIGNED AS A
JT TYPE PLATE SIZE X Y MAIN WIND-FORCE RES SYSTEM
STANDARD LOADING A 2002 4.00 X 6.00 1.1 2.1 WIND SPEED - 120 MPH
LUMBER STRESS INCREASE: 15.06 B 4200 2.00 X 4.00 CTR CTR MEAN ROOF HEIGHT - 25'
PLATE STRESS INCREASE: 15.0% C 4593 4.00 X 4.00 2.0 2.0 EXPOSURE CATEGORY - C
LOADING LIVE DEAD (PSF) D 1001 2.00 X 4.00 CTR CTR OCCUPANCY FACTOR - 1.00
TOP CHU 50.0 10.0 ENCLOSED BUILDING.
BTM CHU 10.0 10.0 TC DEAD LOAD = 6.0 PSF
-TOTAL 60.0 20.0 80.0 BC DEAD LOAD = 6.0 PSF
SUPPORT CRITERIA 4. ANCHOR TRUSS FOR A TOTAL
JT TYPE HORZ VERT WIDTH HORIZONTAL LOAD OF 252 LBS.
LHS LBS IN-SX 5. FASTEN TRUSS TO BRG A
A PIN -8 518 3- 8 FOR 309 LBS OF UPLIFT,
C HORZ RLR 0 390 1- 8 WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
6. FASTEN TRUSS TO BRG C
HEEL 2IN -F15SX RIGHT NE w FOR 129 LBS OF UPLIFT,
.�� L S. WHILE PERMITTING NO UPWARD
MEI-MR CSI P(LBS) M@1ST M@2ND PE �-9�, '9� MOVEMENT OF WALL OR BRG.
TOP CHORDS y
A-D .22 226 C -431 -1142
D-8 .21 88 C -399 Provide connection to prevent truss from sliding off
'� •�:
BOTTOM CHORDS W bearing.
A-C .23 223 T 137 -54111
WEBS rrt r
C-B .19 59 C 0 0 2�F 077379.1
D-C = 332 C Op
p�FEW�NP
ONLINE PLUStm Version:11.5.017 Engineering-Portrait 03/07/02 9 24:24 AM Page 1 MAR
/1R 0 8
2002
Job Marx Quan Type SISan P1-H1 Left OH Right OH Engineering
T020304071 RT3 7 JCA2 30712 6 1= 0- 0 0
U#0249 J#J111020 HOUSE #3 ROOF TRUSS
DG 4-4-6
EP
xo 6-14 2-1-1 3-7-12 xO 2-1-4
TC._ 3-0-0 2-1-1 1-6-11
2x4
B
6. 2x4:
D
2-7-13
2-4-12 4z6=
A
C
4x4_
W:308 W:108
R: 411 R: 281
U: 274 U: 93
BC -4 or
EP 3-6-4 a
.t-
0
n
3-7-12
ALL PLATES ARE LOCK20
Scale:0.464"=1'
APPROX. TRUSS WEIGHT: 24.4 LBS
Online Plus -- Version 11.5.017 DL+LL DEFL = .0111 IN A-C REVIEWED BY:
RUN DATE: 3- 7-02 LL DEFL as .0011 < BRG-SPAN/240 Robbins Engineering, Inc.
SPAN/DEFL (DL+LL) = 999 PO Box 280055
CSI SIZE LUMBER 1.15FB Tampa, FL 33682
TOP .09 2X 4 SPF-#2 1510 PLATING CONFORMS TO TPI.
BTM .12 2X 4 SPF-#2 1510 PLATE VALUES MAY BE VERIFIED REFER TO ROBBINS ENG. GENERAL
WBS .11 2X 4 SPF-#3 865 WITH ROBBINS MANUFACTURING. NOTES AND SYMBOLS SHEET FOR
WDG@A 2X 4 SPF-#3 GRIP BASED ON SPF S SYP LUMBER ADDITIONAL SPECIFICATIONS.
REPETITIVE MEMBER INCREASES: USING GROSS AREA TEST.
FB 15.06 FT .06 FC .08 PLATES - 20 GAUGE LOCK NOTES:
GRIPPING 514-250 PSI PER PAIR 1. TRUSSES MANUFACTURED BY -
LATERAL BRACING: INCLUDES 15.0% INCREASE TRIANGLE BUILDING PRODUCT
TOP CHORD - CONTINUOUS TENSION 1339- 465 PLI PER PAIR 2. EMPIRICAL ANALOG IS USED.
STM CHORD - CONTINUOUS SHEAR 784- 506 PLI PER PAIR 3. WIND LOADS - ANSI/ASCE 7-98
TRUSS SPACING - 24.0 IN. TRUSS IS DESIGNED AS A
JT TYPE PLATE SIZE X Y MAIN WIND-FORCE RES SYSTEM
STANDARD LOADING A 2002 4.00 X 6.00 1.1 2.1 WIND SPEED - 120 MPH
LUMBER STRESS INCREASE: 15.0% B 4200 2.00 X 4.00 CTR CTR MEAN ROOF HEIGHT - 251
PLATE STRESS INCREASE: 15.0% C 4593 4.00 X 4.00 2.0 2.0 EXPOSURE CATEGORY - C
LOADING LIVE DEAD (PSF) D 1001 2.00 X 4.00 CTR CTR OCCUPANCY FACTOR - 1.00
TOP CHD 50.0 10.0 ENCLOSED BUILDING.
BTM CHD 10.0 10.0 TC DEAD LOAD = 6.0 PSF
TOTAL 60.0 20.0 80.0 BC DEAD LOAD = 6.0 PSF
SUPPORT CRITERIA 4. ANCHOR TRUSS FOR A TOTAL
JT TYPE HORZ VERT WIDTH HORIZONTAL LOAD OF 191 LBS.
LBS LBS IN-SX 5. FASTEN TRUSS TO BRG A
A PIN -12 411 3- 8 FOR 274 LBS OF UPLIFT,
C HORZ RLR 0 281 1- 8 _ _ WHILE PERMITTING NO UPWARD
-. MOVEMENT OF WALL OR BRG.
LEFT RIGHTS N FW 6. FASTEN TRUSS TO BRG C
HEEL 2IN - 15SX '`�� EL S, y FOR 93 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MEMBR CSI P(LBS) M@1ST M@2ND '7
TOP CHORDS A MOVEMENT OF WALL OR BRG.
?� /
A-D .09 156 C -211 -472 "')�" ff Provide connection to prevent truss from sliding off
D-B .09 68 C -213 4 `i �J! bearing.
BOTTOM CHORDS ( _
A-C .12 155 T 51 -5
WEBS
C-B .11 65 C 0 o A�OfiESS1��P�
D-C = 220 C
ONLINE PLUSirn Version:11.5.017 Engineering-Portrait 03/07/02 9:24:24 AM Page 1 MAR 0 8 2009
tEn meerin
sa. Mark Quart Type Span P1-H1 I:2ft OH Right OH 8 S
T02030406 F1L 7
1 Mloo 260000 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
NO 1-0-0 NO 3.
® ora
EPS 25-9-0 an
T(7S+ 25-9-0
1x3= 3x6= 1x3-
QQ 3x3 S2 3x3 RR
3x3 E 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 . 3x3 3x3 3x3 3x3 3x3 00 3x3
A G I K M O Q S U W Y AA CC EE GO II KK MM C
1-0-0 B it D
3x3 F R J L N P R T V X Z BH DO FF HE JJ LL NN PP 3x3
3x3 3x3 . 3x3 3x3 '. 3x3. 3x3 3x3 3x3 3x3 3x3 3x3 '. 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3
S1
3x6=
BC 26-0-0
EP 26-0-0
26-0-0-
ALL PLATES ARE LOCK20
Scale:0.241"=1'
APPROX. TRUSS WEIGHT: 129.7 LBS
Online Plus -- Version 11.5.017 MEMBR CSI P(LES) M@1ST M@2ND S 1001 3.00 X 3.00 CTR CTR
RUN DATE: 3- 7-02 X-Z .00 0 T 0 0 T 1001 3.00 X 3.00 CTA CTR
Z-BB .00 0 T 0 0 U 1001 3.00 X 3.00 CTR CTA
CSI SIZE LUMBER 1.15FS BB-DD .00 0 T 0 0 V 1001 3.00 X 3.00 CTR CTR
TOP .08 4X 2 SPF-#2 1660 DD-FF .00 0 T 0 0 W 1001 3.00 X 3.00 CTR CTR
BTM .00 4X 2 SPF-#2 1660 FF-SH .00 0 T 0 0 X 1001 3.00 X 3.00 CTA CTA
WBS .04 4X 2 SPF-#3 951 HH-JJ .00 0 T 0 0 Y 1001 3.00 X 3.00 CTA CTA
LUMBER STRESS INCREASE: .06 JJ-LL .00 0 T 0 0 Z 1001 3.00 X 3.00 CTR CTR
REPETITIVE MEMBER INCREASES: LL-NN .00 0 T 0 0 AA 1001 3.00 X 3.00 CTR CTA
FB 15.06 FT .04 FC .04 NN-PP .00 0 T 0 0 BB 1001 3.00 X 3.00 CTA CTR
PP-D .00 0 T 0 0 CC 1001 3.00 X 3.00 CTR CTR
LATERAL BRACING: WEBS DD 1001 3.00 X 3.00 CTA CTA
TOP CHORD - CONTINUOUS B-QQ = 15 C B-QQ = 15 C EE 1001 3.00 X 3.00 CTA CTR
BTM CHORD - CONTINUOUS QQ-A = 30 C F-E = 123 C FF 1001 3.00 X 3.00 CTR CTR
TRUSS SPACING - 24.0 IN. H-G = 137 C J-I = 133 C GG 1001 3.00 X 3.00 CTR CTR
L-K - 134 C N-M = 134 C HE 1001 3.00 X 3.00 CTR CTR
.OARING LIVE DEAD (PSF) P-0 = 134 C R-Q = 134 C II 1001 3.00 X 3.00 CTR CTR
:OP CHD 40.0 10.0 T-S = 134 C V-U = 134 C JJ 1001 3.00 X 3.00 CTR CTR
BTM CHD .0 5.0 X-W = 134 C Z-Y = 134 C KK 1001 3.00 X 3.00 CTR CTR
TOTAL 40.0 15.0 55.0 BB-AA= 134 C DD-CC= 134 C LL 1001 3.00 X 3.00 CTR CTR
FF-EE= 134 C HH-GG= 134 C MM 1001 3.00 X 3.00 CTR CTR
SUPPORT CRITERIA JJ-II= 134 C LL-KK= 133 C NN 1001 3.00 X 3.00 CTA CTR
CONTINUOUS BETWEEN JNTS B 6 D NN-MM= 137 C PP-00= 123 C 00 1001 3.00 X 3.00 CTR CTR
RR-C = 30 C D-RR = 15 C PP 1001 3.00 X 3.00 CTR CTR
D-RR = 15 C QQ 9999 1.00 X 3.0
MEMBR CSI P(LBS) M@1ST M@2ND AR 9999 1.00 X 3.0FrqTR
d
TOP CHORDS DL+LL DEFL = .00" IN E-G S1 1100 3.00 X 6.0
A-E .07 0 T 0 -148 LL DEFL = .00" < BRG-SPAN/360 S2 1100 3.00 X 6.0E-G .08 0 T 148 -185 SPAN/DEFL (DL+LL) = 999 G-I .08 0 T 185 -175 "OVERLAPPING PLATEII-K .OB 0 T 175 -178 PLATING CONFORMS TO TPI �K-M .OB 0 T 178 -177 PLATE VALUES MAY BE VERIED REVIEWED BY: j,
M-O .08 0 T 177 -177 WITH ROBBINS ENGINEERING, INC. Robbins Engineering-, Inc-y
O-Q .08 0 T 177 -177 GRIP BASED ON SPF a SYP LUMBER PO Box 280055
Q-S .08 0 T 177 -177 USING GROSS AREA TEST. Tampa, FL 33682
S-U .08 0 T 177 -177 PLATES - 20 GAUGE LOCK 'NQ��
U-W .08 0 T 177 -177 GRIPPING 335-174 PSI PER PAIR REFER TO ROBBINS ENG�yR♦';Fiac.L---- ----^�
W-Y .08 0 T 177 -177 INCLUDES .04 INCREASE NOTES AND SYMBOLS SHEET FOR
Y-AA .08 0 T 177 -177 TENSION 1339- 465 PLI PER PAIR ADDITIONAL SPECIFICATIONS.
AA-S2 .08 0 T 177 62 SHEAR 784- 506 PLI PER PAIR
S2-CC .OB 0 T -62 -177 NOTES:
CC-EE .08 0 T 177 -177 JT TYPE PLATE SIZE X Y 1. TRUSSES MANUF
EE-GG .08 0 T 177 -177 A 4000 3.00 X 3.00 CTR .7 TRIANGLE B T jr
GG-II .08 0 T 177 -178 B 4000 3.00 X 3.00 CTR CTR 2. EMPIRICAL
II-KK .08 0 T 178 -175 C 4000 3.00 X 3.00 CTR .7
?_:-MM .OB 0 T 175 -185 D 4000 3.00 X 3.00 CTA CTR V
'_':-00 .08 0 T 185 -148 E 1001 3.00 X 3.00 CTA CTR
00-COF 1001 3.00 X 3.00 CTR CTR
BOTTOM CHORDSlB 0 G 1001 3.00 X 3.00 CTR CTR
B-F .00 0 T 0 0 H 1001 3.00 X 3.00 CTR CTR
F-H .00 0 T 0 0 I 1001 3.00 X 3.00 CTR CTR * 1t1
B-J .00 0 T 0 0 J 1001 3.00 X 3.00 CTR CTA
J-L .00 0 T 0 0 K 1001 3.00 X 3.00 CTR CTR
L-N .00 0 T 0 0 L 1001 3.00 X 3.00 CTR CTR 2'
N-P .00 0 T 0 0 M 1001 3.00 X 3.00 CTA CTR yy
P-R .00 0 T 0 0 N 1001 3.00 X 3.00 CTA CTR ,
R-Sl .00 0 T 0 0 0 1001 3.00 X 3.00 CTR CTA �a � Sy\O�p
S1-T .00 0 T 0 0 P 1001 3.00 X 3.00 CTA CTR
T-V .00 0 T 0 0 Q 1001 3.00 X 3.00 CTA CTR
V-X .00 0 T 0 0 R 1001 3.00 X 3.00 CTR CTR �1 p
ONLINE PLUStm Version:11.5.017 Engineering-Portrait 03/07/02 9'.20:59 AM Page 1 MAR 0 S 2002
I
sob Mark Quan Type Span P1-H1 Left OH Right OH Engineering
02031406 F2 10 M100 260000 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
HO 1-0-0 NO 1-0-0
m O N N m O m
OP mJ QD NN W f`D OD O
® M W W m A 0CPA W eN
EPR-4-8 3- 6-0 -6-1 m 10-2-0 2-6-0 oa o+1 17-11-0 oa m a 24-4-8 an an
TC�1-4-8 2-6-0 2-6-12 '� 2-6-12 2-6-0 2-6-0 2-6-0
1x3= 1x3=
CC DD
3x6=
3x3 3x6= 4x4= 3x3=4x4= 3x6= S1 5x8= 3x3 4x6.- 4x4=. 3x3 3x3 3x3 4x4-- 3x3
A Q R S T U V E W X Y Z AA BE C
1-0-0 H D
4x6- P 0 N M L K F J I H G 3x6=
4x4= 3x3= 3x3. 3x3 4x4=S2 4x6= 5x10= 3x6= 4x4= 3x3= 3x3=
$ 3x6= g x
W:308 W:508 W:308
R: 667 R:1729 R: 551
BC 2-9-0 2-6-0 103112
2 ar 10312 2-6-0 2-7-8 2-7-8 2-6-12 p� 2-6-129-0
EP 2-9-0 5-3-0 606oN 9000E 11-6-8 14-2-0 16-9-8 19-4-4 co 23-3-0 26-0-0
Na am
m m
N
_Y8-0-0
ALL PLATES ARE LOCK20
Scale:0.235"=1'
APPROX. TRUSS WEIGHT: 160.9 LBS
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND TENSION 1339- 465 PLI PER PAIR
RUN DATE: 3- 7-02 TOP CHORDS SHEAR 784- 506 PLI PER PAIR
A-Q .18 0 T 0 -386
CSI SIZE LUMBER 1.15FB Q-R .40 1535 C 392 -734 JT TYPE PLATE SIZE X Y
TOP .89 4X 2 SPF-#2 1660 R-S .45 2209 C 734 -42 A 4000 3.00 X 3.00 CTR .7
STM .88 4X 2 SPF-#2 1660 S-T .43 2263 C 42 -617 B 4010 4.00 X 6.00 CTR 1.5
-.3S .56 4X 2 SPF-#3 951 T-U .38 1766 C 617 -615 C 4000 3.00 X 3.00 CTA .7
EXCEPTIONS: U-S1 .29 489 T 101 63 D 4010 3.00 X 6.00 CTR CTR
F-E 2 4X 2 SPF-#3 951 SI-V .22 489 T -63 -115 £ 1001 3.00 X 3.00 CTR CTR
REPETITIVE MEMBER INCREASES: V-E .85 2235 T 480 -267 F 1070 5.00 X10.00 CTR 1.5
FB 15.06 FT .0% FC .05 E-W .89 2235 T 267 -574 G 1010 3.00 X 3.00 CTR CTR
W-X .36 902 T 157 -20 H 1050 3.00 X 3.00 CTR CTR
LATERAL BRACING: X-Y .43 1513 C 387 -487 I 1030 4.00 X 4.00 1.5 1.5
TOP CHORD - CONTINUOUS Y-Z .43 1513 C 487 396 J 1010 3.00 X 6.00 CTR CTR
BTM CHORD - CONTINUOUS Z-AA .37 1513 C -396 -527 K 1010 4.00 X 6.00 CTR 1.5
TRUSS SPACING - 24.0 IN. AA-BB .30 1191 C 527 -470 L 1010 4.00 X 4.00 CTR 1.5
BB-C .22 0 T 453 0 M 1001 3.00 X 3.00 CTR 2.2
STANDARD LOADING BOTTOM CHORDS N 1001 3.00 X 3.00 CTR .7
LUMBER STRESS INCREASE: .09 B-P .32 959 T 0 3 0 1010 3.00 X 3.00 CTA CTR
PLATE STRESS INCREASE: .09 P-O .62 2077 T -3 -35 P 1010 4.00 X 4.00 CTR 1.5
LOADING LIVE DEAD (PSF) O-N .88 2263 T 35 528 Q 1010 3.00 X 6.00 CTR CTR
TOP CED 40.0 10.0 N-M .88 2263 T -528 -356 R 1010 4.00 X 4.00 CTR 1.5
HIM CED .0 5.0 M-L .80 2263 T 356 92 S 1030 3.00 X 3.00 CTR CTR
TOTAL 40.0 15.0 55.0 L-S2 .43 1311 T -92 133 T 1050 4.00 X 4.00 2.5 1.5
SUPPORT CRITERIA S2-K .43 1311 T -133 -32 U 1010 3.00 X 6.00 CTA CTR
JT REACT WIDTH JT REACT WIDTH K-F .15 916 C 47 -258 V 1010 5.00 X 8.00 CTR 1.5
LHS IN-SX LES IN-SX F-J .20 1221 C 204 14 W 1010 4.00 X 6.00 CTR 1.5
B 629 3- 8 F 1729 5- 8 J-I .44 1122 T -46 -273 X 1010 4.00 X 4.00 CTR 1.5
D 473 3- 8 I-H .57 1513 T 273 316 Y 1001 3.00 X 3.00 CTR 2.2
H-G .58 1532 T -316 -104 Z 1001 3.00 X 3.00 CTR .7
LOAD CASE #1 UNBALANCED LOAD G-D .27 789 T 104 0 AA 1010 3.00 X 3.00 CTA CTA
LUMBER STRESS INCREASE: .0% WEBS BE 1010 4.00 X 4.00 CIE. 1.5
PLATE STRESS INCREASE: .0% B-CC = 23 C B-CC = 23 C CC 9999 1.00 X 3.00 1.5 .5
LOADING LIVE DEAD (PSF) CC-A - 46 C B-Q = 1136 C DD 9999 1.00 X 3.00 1.5 .5
TOP CHD 40.0 10.0 Q-P = 704 T P-R - 662 C SI 1100 3.00 X 6.00 CTR .2
BTM CED .0 5.0 R-0 = 161 T O-S - 116 T S2 1100 3.00 X 6.00 CTA .2
TOTAL 40.0 15.0 55.0 N-S = 122 C M-T = 139 T
EXCEPTIONS: T-L - 695 C L-U - 627 T REVIEWED BY:
E-C .0 10.0 U-K - 1069 C K-V - 1110 T Robbins Engineering, Inc.
SUPPORT CRITERIA V-F = 1563 C F-E = 106 C PO Box 280055 F N E W
JT REACT WIDTH JT REACT WIDTH F-W = 1380 C W-J - 908 T Tampa, FL 33682
LBS IN-SX LHS IN-SX J-X = 918 C X-I - 680 T
9 667 3- 8 F 1177 5- 8 I-Y - 269 C H-Z = 99 T REFER TO ROBBINS ENG. P�
D 50 3- 8 H-AA = 264 C AA-G = 416 C NOTES AND SYMBOL
G-BB = 491 T BB-D = 935 C ADDITIONAL SP FICA
-DAD CASE #2 UNBALANCED LOAD DD-C = 42 C D-DD = 21 C a
LUMBER STRESS INCREASE: .04 D-DD = 21 C NOTES: 'r
PLATE STRESS INCREASE: .04 1. TRUSSES MANUFAC D
LOADING LIVE DEAD (PSF) DL+LL DEFL = .24" IN R-S TRIANGLE BUI DUCT {•.y if
TOP C8D 40.0 10.0 LL DEFL - .18" < HRG-SPAN/360 2. EMPIRICAL ANAL
BTM CHD .0 5.0 SPAN/DEFL (DL+LL) = 999 3. UNBALANCED LOADS r'� (2
TOTAL 40.0 15.0 55.0 (UNBLN LD FAC - 1. S. 0) .
EXCEPTIONS: PLATING CONFORMS TO TPI 4. PROVIDE 2X6 CONTINU
10.0
SUPPORT CRITERIA WIT £
HROBB NS MAY
INC. EVERYGB1CKS (
20". FASTENN TO A OFESS���Py
JT REACT WIDTH JT REACT WIDTH GRIP BASED ON SPF i SYP LUMBER TRUSS W/ 3-16d NAILS.
LHS IN-SX LHS IN-SX USING GROSS AREA TEST.
B 133 3- 8 F 1023 5- 8 PLATES - 20 GAUGE LOCK
D 551 3- 8 GRIPPING 335-174 PSI PER PAIR
INCLUDES .08 INCREASE
ONLINE PLUSIm Version:11,5 017 Engineering-Portrait 03/07/02921 00AM Page i MAR 0 8 2002
C Jo!, Mark En lneerin
T02030406 F3 Quan Type Span P1-Hl Left OH Right OH S 8
4 M100 240000 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
NO 1-0-0 No 1-0-0
m O N Nm O 0
ODOrt .-N w e0 OS. O
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EPOM-4-8 3-11-4 5-7-4 8-2-0 10-8-0 a'+ m 15-11-0 C11' ® m 22-4-8 an rn
TC-"I-4-8 2-6-12 1-8-0 2-6-12 2-6-0 '� "" 2-6-0 '"" ""' "' 2-6-0
1x3= 1x3=
AA BE
3x3 4x4= 3x3:= 3x3= 4x4= 4x6= 3x3 4x6=3x6= 4x4= 3x3 3x3 3x3= 4x4- 3x3
A P Q R S T E U S2 V W X Y Z C
1-0-0 B
1 Ell
i D
3x6= O N M L K F J I H G 3x6=
3x3= 3x3 3x3. 3x3=Sl 3x6= 5x10= 3x6= 4x4= 3x3= 3x3=
3x6= $
W:308 W:508 W:308
R: 564 R:1592 R: 559
BC 2-9-0 2-6-1212=9-0
EP, 2-9-0 40012 5-8-12 70008 9-6-8 12-2-0 14-9-8 17-4-4 co 21-3-0 24-0-0
vm
m
.m
- ----_-_24-0-0
ALL PLATES ARE LOCK20
Scale:0.254"=1'
APPROX. TRUSS WEIGHT: 147.8 LBS
Online Plus -- Version 11.5.017 MEMBA CSI P(LBS) M@1ST M@2ND
RUN DATE: 3- 7-02 TOP CHORDS JT TYPE PLATE SIZE X Y
A-P .25 0 T 0 -543 A 4000 3.00 X 3.00 CTA .7
CSI SIZE LUMBER 1.15FB P-Q .30 1218 C 484 -586 B 4010 3.00 X 6.00 CTA CTA
TOP .79 4X 2 SPF-#2 1660 Q-R .34 1640 C 586 -219 C 4000 3.00 X 3.00 CTR .7
BTM .59 4X 2 SPF-#2 1660 R-S .38 1415 C 219 -732 D 4010 3.00 X 6.00 CTA CTR
WBS .46 4X 2 SPF-#3 951 S-T .34 473 C 732 -423 E 1001 3.00 X 3.00 CTR CTR
EXCEPTIONS: T-E .74 1894 T 446 -250 F 1070 5.00 X10.00 CTR 1.5
F-E 2 4X 2 SPF-#3 951 E-U .79 1894 T 250 -557 G 1010 3.00 X 3.00 CTR CTR
REPETITIVE MEMBER INCREASES: U-S2 .27 641 T 140 18 H 1050 3.00 X 3.00 CTR CTR
FB 15.04 FT .09 FC .0% S2-V .24 641 T -18 -33 I 1030 4.00 X 4.00 1.5 1.5
V-W .38 1563 C 392 -448 J 1010 3.00 X 6.00 CTR CTR
LATERAL BRACING: W-X .38 1563 C 448 361 K 1010 3.00 X 6.00 CTR CTR
TOP CHORD - CONTINUOUS X-Y .33 1563 C -361 -519 L 1010 3.00 X 3.00 CTR CTR
BTM CHORD - CONTINUOUS Y-Z .29 1213 C 519 -472 M 1001 3.00 X 3.00 CTR 2.2
TRUSS SPACING - 24.0 IN. Z-C .22 0 T 459 0 N 1001 3.00 X 3.00 CTA .7
BOTTOM CHORDS 0 1010 3.00 X 3.00 CTA CTA
.STANDARD LOADING B-O .28 805 T 0 13 P 1010 4.00 X 4.00 CTA 1.5
LUMBER STRESS INCREASE: .0% O-N .54 1640 T -13 -162 Q 1030 3.00 X 3.00 CTR CTA
PLATE STRESS INCREASE: .0% N-M .59 1640 T 162 273 R 1050 3.00 X 3.00 CTR CTR
LOADING LIVE DEAD (PSF) M-L .59 1640 T -273 -35 S 1010 4.00 X 4.00 CTR 1.5
TOP CHD 40.0 10.0 L-S1 .35 1144 T 35 64 T 1010 4.00 X 6.00 CTR 1.5
BTM CED .0 5.0 Sl-K .36 1144 T -64 -6 U 1010 4.00 X 6.00 CTR 1.5
TOTAL 40.0 15.0 55.0 K-F .13 752 C 25 -240 V 1010 4.00 X 4.00 CTA 1.5
SUPPORT CRITERIA F-J .16 928 C 187 3 W 1001 3.00 X 3.00 CTR 2.2
JT REACT WIDTH JT REACT WIDTH J-I .45 1189 T -42 -247 X 1001 3.00 X 3.00 CTR .7
LBS IN-SX LBS IN-SX I-H .58 1563 T 247 294 Y 1010 3.00 X 3.00 CTR CTR
B 521 3- 8 F 1592 5- 8 H-G .58 1565 T -294 -97 Z 1010 4.00 X 4.00 CTR 1.5
D 498 3- 8 G-D .27 801 T 97 0 AA 9999 1.00 X 3.00 1.5 .5
WEBS BE 9999 1.00 X 3.00 1.5 .5
LOAD CASE #1 UNBALANCED LOAD B-AA - 20 C B-AA = 20 C Sl 1100 3.00 X 6.00 CTR .2
LUMBER STRESS INCREASE: .09 AA-A - 40 C B-P - 954 C S2 1100 3.00 X 6.00 CTR .2
PLATE STRESS INCREASE: .O% P-0 = 505 T 0-Q = 507 C
LOADING LIVE DEAD (PSF) N-Q = 48 T M-R = 60 T REVIEWED BY:
TOP CED 40.0 10.0 R-L 396 C L-S = 416 T Robbins Engineering, Inc.
HIM CED .0 5.0 S-K = 890 C K-T = 924 T PO Box 280055
TOTAL 40.0 15.0 55.0 T-F = 1354 C F-E - 107 C Tampa, FL 33682
EXCEPTIONS: F-U = 1333 C U-J = 867 T �,...••�TMw^---
E-C .0 10.0 J-V = 869 C V-I = 611 T REFER TO ROBBINS ENG. GENERAL "
SUPPORT CRITERIA I-W x 245 C H-X = 75 T NOTES AND SYMBOLS SHEET FO ! 10 r iY
JT REACT WIDTH JT REACT WIDTH H-Y = 197 C Y-G = 431 C ADDITIONAL SPECIFICATIONS
LBS IN-SX LBS IN-SX G-Z = 504 T Z-D = 949 C �L PSL S.
B 564 3- 8 F 1035 5- 8 SB-C = 41 C D-HB = 21 C NOTES:
D 75 3- 8 D-BB = 21 C 1. TRUSSES MANUFACTURE
TRIANGLE BUILDING a'n, y,J
LOAD CASE #2 UNBALANCED LOAD DL+LL DEFL = .15" IN R-S 2. EMPIRICAL ANALOG I +r
LUMBER STRESS INCREASE: .04 LL DEFL = .1211 < BRG-SPAN/360 3. UNBALANCED LOADSC CC
PLATE STRESS INCREASE: .0$ SPAN/DEFL (DL+LL) = 999 (UNBLN LD FAC = 1. 0 � :{•w• I U/
LOADING LIVE DEAD (PSF) 4. PROVIDE 2X6 CONTI
TOP CHD 40.0 10.0 PLATING CONFORMS TO TPI STRONGBACKS (ON ED ` .t
BTM CHD .0 5.0 PLATE VALUES MAY BE VERIED EVERY 1201-. FASTENTOTAL , +�
40.0 15.0 55.0 WITH GRIP BASEDNONESPFNLESYPGLUMBER A TRUSS W/ 3-16d NAILS. Co0
EXCEPTIONS �/ P
A-E .0 10.0 USING GROSS AREA TEST. �Q0FESSI
SUPPORT CRITERIA PLATES - 20 GAUGE LOCK
JT REACT WIDTH JT REACT WIDTH GRIPPING 335-174 PSI PER PAIR
LBS IN-SX LBS IN-SX INCLUDES .09 INCREASE
B 98 3- 8 F 991 5- 8 TENSION 1339- 465 PLI PER PAIR
D 559 3- 8 SHEAR 784- 506 PLI PER PAIR
ONLINE PLUS1m Version:11.5.017 Engineering-Portrait 03,V7 D29'.21'.01 AM Page 1 AWN0 8200°
Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering
110203WO6 F5 2 M100 120012 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
HO 1-0-0 HO 1-0-0
a
0
am m
TCm 1-4-8 3-1008 5-2-4 6-7-8 1-11-4 2-6-0 11-4-12 a+
TC'� 1-0-8 2-6-0 1-3-12 1-5-4 1-3-12 2-6-0 1-4-8
3x3 3x6= 3x3= 3x3 3x3 3x3:- 3x6= 3x3
1x3=A I J H L M N C 1x3.
P O
1-0-0
8 D
4x6= H G F E 4x6=
4x4= 3x3= 3x3= 4x4= g
W:508 W:308
R: 649 R: 649
ac 2-9-0 2-6-12 1-5-4 2-6-12 2-9-0
EP 2-9-0 5-3-12 6-9-0 9-3-12 12-0-12
-12-0-12
ALL PLATES ARE LOCH2O
Scale:0.474"=1'
APPROX. TRUSS WEIGHT: 75.0 LBS
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 P-A = 39 C B-I = 1115 C Robbins Engineering, Inc.
I-H = 650 T H-J = 600 C PO Box 280055
CSI SIZE LUMBER 1.15FB J-G = 236 T G-K = 114 C Tampa, FL 33682
TOP .33 4X 2 SPF-#2 1660 F-L = 114 C F-M = 236 T
BTM .65 4X 2 SPF-#2 1660 M-E = 600 C E-N = 650 T REFER TO ROBBINS ENG. GENERAL
WBS .33 4X 2 SPF-#3 951 N-D = 1115 C D-O = 20 C NOTES AND SYMBOLS SHEET FOR
LUMBER STRESS INCREASE: .0% O-C = 39 C D-O = 20 C ADDITIONAL SPECIFICATIONS.
REPETITIVE MEMBER INCREASES:
FB 15.0% FT .09 FC .08 DL+LL DEFL = .16" IN K-L NOTES:
LL DEFL = .12" < BRG-SPAN/360 1. TRUSSES MANUFACTURED BY -
-ATERAL BRACING: SPAN/DEFL (DL+LL) = 896 TRIANGLE BUILDING PRODUCT
TOP CHORD - CONTINUOUS 2. EMPIRICAL ANALOG IS USED.
BTM CHORD - CONTINUOUS PLATING CONFORMS TO TPI 3. PROVIDE 2X6 CONTINUOUS
TRUSS SPACING - 24.0 IN. PLATE VALUES MAY BE VERIED STRONGBACKS (ON EDGE) AT
WITH ROBBINS ENGINEERING, INC. EVERY 120". FASTEN TO EACH
LOADING LIVE DEAD (PSF) GRIP BASED ON SPF 6 SYP LUMBER TRUSS W/ 3-16d NAILS.
TOP CHD 40.0 10.0 USING GROSS AREA TEST.
BTM CHD .0 5.0 PLATES - 20 GAUGE LOCK
TOTAL 40.0 15.0 55.0 GRIPPING 335-174 PSI PER PAIR
INCLUDES .0% INCREASE
SUPPORT CRITERIA TENSION 1339- 465 PLI PER PAIR
JT REACT WIDTH JT REACT WIDTH SHEAR 784- 506 PLI PER PAIR
LBS IN-SX LBS IN-SX
B 649 5- 8 D 649 3- 8 JT TYPE PLATE SIZE X Y
A 4000 3.00 X 3.00 CTR .7
B 4010 4.00 X 6.00 CTR 1.5
MEMBR CSI P(LBS) M@1ST M@2ND C 4000 3.00 X 3.00 CTR .7
TOP CHORDS D 4010 4.00 X 6.00 CTR 1.5 -
A-I .23 0 T 0 -492 E 1010 4.00 X 4.00 CTR 1.5
I-J .29 1473 C 492 -427 F 1050 3.00 X 3.00 CTR CTR
J-K .32 2160 C 427 -44 G 1030 3.00 X 3.00 CTR CTR �� 4 S.
K-L .33 2160 C 44 -44 H 1010 4.00 X 4.00 CTR 1.5
L-M .32 2160 C 44 -427 I 1010 3.00 X 6.00 CTR CTR
M-N .29 1473 C 427 -492 J 1010 3.00 X 3.00 CTR CTR
N-C .23 0 T 492 0 K 1001 3.00 X 3.00 CTR 2.2 W
BOTTOM CHORDS L 1001 3.00 X 3.00 CTR .7 ��• �i W
B-H .31 941 T 0 -23 M 1010 3.00 X 3.00 CTR CTR
H-G .61 1964 T 23 49 N 1010 3.00 X 6.00 CTR CTR �y ~
G-F .65 2160 T -49 49 O 9999 1.00 X 3.00 1.5 .5stc 077'.i79'�
F-E .61 1964 T -49 -23 P 9999 1.00 X 3.00 1.5 .5 OApOFES$���P�
E-D .31 941 T 23 0
WEBS
B-P = 20 C B-P = 20 C
ONLINE PLUStm Version:11.5.017 Engineering-Portrait 03'07/02 9.21 01 AM Pagel MAR 0 8 2000
Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering
102036406 F6L 1 M100 220000 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
NO 1-0-0 NO 1-0-0
m
0
0
mn m+
EPS 21-9-0 oy
TCS"' _ 21-9-0
_ . ._. -___
1x3= 3x6- 1x3-
KK S2 LL
3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3
A E G I K M 0 Q S U W Y AA CC EE GG C
1-0-0 B D
3x3 F H J L N P R T V X Z BE DO FF HE x3
3x3 3x3 . 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3. 3x3 3x3 . 3x3 3x3
S1
3x6=
BC - -0 ---
EP 22-0-0
22-0-0ALL PLATES ARE LOCK20
Scale:0.283"=V
APPROX. TRUSS WEIGHT: 106.5 LBS
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND CC 1001 3.00 X 3.00 CTR CTR
RUN DATE: 3- 7-02 FF-HH .00 0 T 0 0 DD 1001 3.00 X 3.00 CTR CTA
HH-D .00 0 T 0 0 EE 1001 3.00 X 3.00 CTR CTR
CSS SIZE LUMBER 1.15FB WEBS FF 1001 3.00 X 3.00 CTR CTR
TOP .13 4X 2 SPF-#2 1660 B-KK = 31 C B-KK = 31 C GG 1001 3.00 X 3.00 CTR CTA
HIM .00 4X 2 SPF-#2 1660 KK-A = 61 C F-E = 165 C HE 1001 3.00 X 3.00 CTA CTR
WBS .04 4X 2 SPF-#3 951 S-G - 125 C J-I = 136 C KK 9999 1.00 X 3.00 1.5 .5
LUMBER STRESS INCREASE: .08 L-K = 133 C N-M = 134 C LL 9999 1.00 X 3.00 1.5 .5
REPETITIVE MEMBER INCREASES: P-O = 134 C R-Q = 134 C 91 1100 3.00 X 6.00 CTA .2
FB 15.08 FT .OB FC .08 T-S = 134 C V-U = 134 C S2 1100 3.00 X 6.00 CTR .2
X-W = 134 C Z-Y = 134 C
LATERAL BRACING: BB-AA= 133 C DD-CC= 137 C
TOP CHORD - CONTINUOUS FF-EE= 123 C HH-GG= 170 C
BTM CHORD - CONTINUOUS LL-C = 64 C D-LL = 32 C REVIEWED BY:
TRUSS SPACING - 24.0 IN. D-LL = 32 C Robbins Engineering, Inc.
PO Box 280055
LOADING LIVE DEAD (PSF) DL+LL DEFL = .01" IN GG-C Tampa, FL 33682
TOP CHD 40.0 10.0 LL DEFL = .00" < BRG-SPAN/360
BTM CHU .0 5.0 SPAN/DEFL (DL+LL) - 999 REFER TO ROBBINS ENG. GENERAL
TOTAL 40.0 15.0 55.0 NOTES AND SYMBOLS SHEET FOR
PLATING CONFORMS TO TPI ADDITIONAL SPECIFICATIONS.
SUPPORT CRITERIA PLATE VALUES MAY BE VERSED
CONTINUOUS BETWEEN JNTS B 6 D WITH ROBBINS ENGINEERING, INC. NOTES:
GRIP BASED ON SPF 6 SYP LUMBER 1. TRUSSES MANUFACTURED BY -
USING GROSS AREA TEST. TRIANGLE BUILDING PRODUCT
MEMBR CSI P(LBS) M@1ST M@2ND PLATES - 20 GAUGE LOCK 2. EMPIRICAL ANALOG IS USED.
TOP CHORDS GRIPPING 335-174 PSI PER PAIR
A-E .12 0 T 0 -268 INCLUDES .08 INCREASE
E-G .12 0 T 268 -154 TENSION 1339- 465 PLI PER PAIR
G-I .08 0 T 154 -183 SHEAR 784- 506 PLI PER PAIR
I-K .08 0 T 183 -176
K-M .08 0 T 176 -178 JT TYPE PLATE SIZE X Y
M-O .08 0 T 178 -177 A 4000 3.00 X 3.00 CTA .7
O-Q .08 0 T 177 -177 B 4000 3.00 X 3.00 CTR CTR
Q-S .OB 0 T 177 -177 C 4000 3.00 X 3.00 CTR .7
S-S2 .08 0 T 177 54 D 4000 3.00 X 3.00 CTR CTA
S2-U .08 0 T -54 -177 E 1001 3.00 X 3.00 CTR CTR
U-W .08 0 T 177 -177 F 1001 3.00 X 3.00 CTR CTR
W-Y .08 0 T 177 -178 G 1001 3.00 X 3.00 CTR CTR
Y-AA .08 0 T 178 -175 H 1001 3.00 X 3.00 CTR CTR
AA-CC .08 0 T 175 -185 I 1001 3.00 X 3.00 CTR CTR
CC-EE .08 0 T 185 -149 J 1001 3.00 X 3.00 CTR CTR
EE-GG .13 0 T 149 -286 K 1001 3.00 X 3.00 CTR CTR
GG-C '1L 1001 3.00 X 3.00 CTR CITE S.
BOTTOM CHORDS
0 M 1001 3.00 X 3.00 CTR CTR �? GL
B-F .00 0 T 0 0 N 1001 3.00 X 3.00 CTR CTA
F-H .00 0 T 0 0 O 1001 3.00 X 3.00 CTR CTR of
H-J .00 0 T 0 0 P 1001 3.00 X 3.00 CTR CTR �..�%.
J-L .00 0 T 0 0 Q 1001 3.00 X 3.00 CTR CTR -
L-N .00 0 T 0 0 R 1001 3.00 X 3.00 CTR CTR r ' .w !t/X47
N-P .00 0 T 0 0 S 1001 3.00 X 3.00 CTA CTR ', 6
P-R .00 0 T 0 0 T 1001 3.00 X 3.00 CTA CTR
R-S1 .00 0 T 0 0 U 1001 3.00 X 3.00 CTR CTA
SI-T .00 0 T 0 0 V 1001 3.00 X 3.00 CTA CTR
1
T-V .00 0 T 0 0 W 1001 3.00 X 3.00 CTR CTR
���j On pV�
V-X .00 0 T 0 0 X 1001 3.00 X 3.00 CTR CTR RC!FEWonk
X-Z .00 0 T 0 0 Y 1001 3.00 X 3.00 CTA CTR
Z-BB .00 0 T 0 0 Z 1001 3.00 X 3.00 CTA CTR
BB-DD .00 0 T 0 0 AA 1001 3.00 X 3.00 CTR CTR
DD-FF .00 0 T 0 0 BE 1001 3.00 X 3.00 CTR CTA
ONLINE PLUStm Version'.11.5.017 Engineering-Portrait 03.'07!029.21:01 AM Page 1 MAR 0 8 2002
J Job Mark Engineering
1 02031406 F+'7 Quan Type Span Pl-H1 Left OH Right OH 8 8
1 M100 60000 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
Ho 1-0-0 Ho 1-0-0
0
0
on
EP. 1-6-0 2-9-12 4-5-4 5-10
TC _ 1-6-0 1-3-12 1-7_-8 1-5-44
3x3 3x3- _ 3x3 3x3= 3x3
G H I
x3=.
1-0-0
8 p
3x6
F E 3z6=
3x3= 3x3
i
W:308 W:308
R: 330 R: 316
BC 2-9-12 -1-7-8 1-6-12
EP 2-9-12 4-5-4 6-0-0
-= - 6-0-0
ALL PLATES ARE LOCK20
Scale:0.696"=1'
APPROX. TRUSS WEIGHT: 32.9 LES
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 E-I = 59 T I-D = 560 C Robbins Engineering, Inc.
J-C = 36 C D-J = 18 C PO Box 280055
CSI SIZE LUMBER 1.15FB D-J = 18 C Tampa, FL 33682
TOP .29 4X 2 SPF-#2 1660
BTM .27 4X 2 SPF-#2 1660 DL+LL DEFL = .04" AT H REFER TO ROBBINS ENG. GENERAL
WBS .15 4X 2 SPF-#3 951 LL DEFL = .03" < BRG-SPAN/360 NOTES AND SYMBOLS SHEET FOR
EXCEPTIONS: SPAN/DEFL (DL+LL) = 999 ADDITIONAL SPECIFICATIONS.
3-A 2 4X 2 SPF-#3 951
LUMBER STRESS INCREASE: .0% PLATING CONFORMS TO TPI NOTES:
:.EPETITIVE MEMBER INCREASES: PLATE VALUES MAY BE VERIED 1. TRUSSES MANUFACTURED BY -
FB 15.0% FT .0% FC .0% WITH ROBBINS ENGINEERING, INC. TRIANGLE BUILDING PRODUCT
GRIP BASED ON SPF 6 SYP LUMBER 2. EMPIRICAL ANALOG IS USED.
LATERAL BRACING: USING GROSS AREA TEST.
TOP CHORD - CONTINUOUS PLATES - 20 GAUGE LOCK
BTM CHORD - CONTINUOUS GRIPPING 335-174 PSI PER PAIR
TRUSS SPACING - 24.0 IN. INCLUDES .0% INCREASE
TENSION 1339- 465 PLI PER PAIR
LOADING LIVE DEAD (PSF) SHEAR 784- 506 PLI PER PAIR
TOP CHD 40.0 10.0
BTM CHD .0 5.0 JT TYPE PLATE SIZE X Y
TOTAL 40.0 15.0 55.0 A 4000 3.00 X 3.00 CTR CTR
B 4010 3.00 X 6.00 CTR CTR
SUPPORT CRITERIA C 4000 3.00 X 3.00 CTR .7
JT REACT WIDTH JT REACT WIDTH D 4010 3.00 X 6.00 CTR CTR
LBS IN-SX LBS IN-SX E 1001 3.00 X 3.00 CTR 2.2
B 330 3- 8 D 316 3- 8 F 1030 3.00 X 3.00 CTR CTR
G 1010 3.00 X 3.00 CTR CTR
H 1001 3.00 X 3.00 CTR 2.2
MEMBR CSI P(LBS) M@1ST M02ND I 1050 3.00 X 3.00 CTR CTR
TOP CHORDS J 9999 1.00 X 3.00 1.5 .5 i rrit-,/ S, ya
A-G .13 0 T 9 -285 �' ^�qG,
G-H .14 479 C 285 211 '
ti
H-I .29 479 C -211 -629
I-C .29 0 T 629 0 �
BOTTOM CHORDS
B-F .21 385 T 0 194
F-E .27 479 T -194 -302
E-D .27 479 T 302 0 0�379\ tV�
WEBS OpR�)�Es51oNP`r
B-A = 65 C B-G = 457 C
G-F = 113 T F-H = 73 C ((''1�
ONLINE PLUS1ni Version:11 5.017 Engineering-Ponrail 03/07/02 9'.21'.02 AM Page l MAR p 0 O 2002
R JobMark Quan Type Span Pl-Hl Left OH Right OH Engineering
T02034406 F8L 1 BB 60000 192 0 0
U#0249 J#J202019 HOUSE 03 FIRST FLOOR
HO 1-0-0 HO 1-0-0
0
0
EP 5-10-8 m
TC 5-_10_-8
3x3 3x3 3x3 3x3 3x3 3x3
G I R M
x3=
A yl
1-0-0
A
3x3
H J L N
3x3. 3x3 3x3 . 3x3. 3x3
BC 6-6-0 -
EP 6-0-0
ALL PLATES ARE LOCK20
Scale:0.741"=1'
AFFROX. TR_*SS WEIGHT: 33.4 LES
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 J-I = 130 C L-K = 139 C Robbins Engineering, Inc.
N-M = 110 C E-C = 2 C PO Box 280055
CSI SIZE LUMBER 1.15FB D-E = 0 T D-E = 0 T Tampa, FL 33682
TOP .10 4X 2 SPF-#2 1660
BTM .00 4X 2 SPF-#2 1660 DL+LL DEFL = .0011 IN B-G REFER TO ROBBINS ENG. GENERAL
WBS .04 4X 2 SPF-#3 951 LL DEFL = .0011 < BRG-SPAN/360 NOTES AND SYMBOLS SHEET FOR
EXCEPTIONS: SPAN/DEFL (DL+LL) = 999 ADDITIONAL SPECIFICATIONS.
a-B 2 4X 2 SPF-#3 951
UMBER STRESS INCREASE: .0% PLATING CONFORMS TO TPI NOTES:
EPETITIVE MEMBER INCREASES: PLATE VALUES MAY BE VERSED 1. TRUSSES MANUFACTURED BY -
FB 15.0% FT .06 FC .0% WITH ROBBINS ENGINEERING, INC. TRIANGLE BUILDING PRODUCT
GRIP BASED ON SPF S SYP LUMBER 2. EMPIRICAL ANALOG IS USED.
LATERAL BRACING: USING GROSS AREA TEST.
TOP CHORD - CONTINUOUS PLATES - 20 GAUGE LOCK
BTM CHORD - CONTINUOUS GRIPPING 335-174 PSI PER PAIR
TRUSS SPACING - 24.0 IN. INCLUDES .0% INCREASE
TENSION 1339- 465 PLI PER PAIR
LOADING LIVE DEAD (PSF) SHEAR 784- 506 PLI PER PAIR
TOP CHD 40.0 10.0
BTM CHD .0 5.0 JT TYPE PLATE SIZE X Y
TOTAL 40.0 15.0 55.0 A 4000 3.00 X 3.00 CTR CTR
B 4000 3.00 X 3.00 CTR CTR
SUPPORT CRITERIA C 4000 3.00 X 3.00 CTR .7
^.ONTINUOUS BETWEEN JNTS A S D D 4000 3.00 X 3.00 CTR CTR
E 9999 1.00 X 3.00 1.5 .5
G 1001 3.00 X 3.00 CTR CTR
MEMBR CSI P(LBS) M@1ST M@2ND H 1001 3.00 X 3.00 CTR CTR
TOP CHORDS I 1001 3.00 X 3.00 CTR CTR
B-G .10 0 T 9 -207 J 1001 3.00 X 3.00 CTR CTR �"'4 ,•v ;. M
G-I .09 0 T 207 -167 R 1001 3.00 X 3.00 CTR CTR
I-K .09 0 T 167 -192 L 1001 3.00 X 3.00 CTR CTR
K-M .09 0 T 192 -129 M 1001 3.00 X 3.00 CTR CTR
y:.
M-C .06 0 T 129 0 N 1001 3.00 X 3.00 CTR CTR I W
BOTTOM CHORDS 1 !y
A-H
.00 0 T 0 0
H-J .00 0 T 0 0
J-L .00 0 T 0 0is 077;A"b',
L-N .00 0 T 0 0 OFEcc\O�o-�
N-D .00 0 T 0 0
WEBS
A-B = 64 C H-G = 146 C
ONLINE PLUStm Version.11.5 017 Engineering-Portrait 03/07;02 921.02 AM Page 1 MAR 0 8 9000
e Job i Mark Quan Type Span Pl-H1 Left OH Right OH Engineering
T02030406F F9 1 M100 60904 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
HO 1-0-0 Ho 1-0-0
EP 1-6-0 2-9-12 3-11-8 5-3-4 6-9-4
TC 1-6-0 1-3-12 _ 1-1-12 1-3_-_12 1-6-0
3x3 3x3= 3x3 3x3 3x3= 3x3
G H I J
I
1-0-0
8 D
- 3x6 P E x6-
3x3= 3x3=
W:308 W:308
R: 372 R: 372
sc 2-9-12 i-1 12 3=4 ---
EP 2-9-12 3-11-8 6-9-4
6-9-4
ALL PLATES ARE LOCH2O
Scale:0.759"=1'
APPROX. TRUSS WEIGHT: 45.1 LBS
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 B-A = 70 C B-G = 540 C Robbins Engineering, Inc.
G-F = 246 T F-H = 117 C PO Box 280055
CSI SIZE LUMBER 1.15FB E-I = 117 C E-J = 246 T Tampa, FL 33682
TOP .11 4X 2 SPF-#2 1660 J-D = 540 C D-C = 70 C
BTM .20 4X 2 SPF-#2 1660 REFER TO ROBBINS ENG. GENERAL
WBS .15 4X 2 SPF-#3 951 DL+LL DEFL = .02" IN H-I NOTES AND SYMBOLS SHEET FOR
EXCEPTIONS: LL DEFL = .01" < BRG-SPAN/360 ADDITIONAL SPECIFICATIONS.
B-A 2 4X 2 SPF-#3 951 SPAN/DEFL (DL+LL) = 999
D-C SAME AS B-A NOTES:
LUMBER STRESS INCREASE: .0% PLATING CONFORMS TO TPI 1. TRUSSES MANUFACTURED BY -
REPETITIVE MEMBER INCREASES: PLATE VALUES MAY BE VERIED TRIANGLE BUILDING PRODUCT
FB 15.0% FT .06 FC .0% WITH ROBBINS ENGINEERING, INC. 2. EMPIRICAL ANALOG IS USED.
GRIP BASED ON SPF b SYP LUMBER
LATERAL BRACING: USING GROSS AREA TEST.
TOP CHORD - CONTINUOUS PLATES - 20 GAUGE LOCK
BTM CHORD - CONTINUOUS GRIPPING 335-174 PSI PER PAIR
TRUSS SPACING - 24.0 IN. INCLUDES .0% INCREASE
TENSION 1339- 465 PLI PER PAIR
LOADING LIVE DEAD (PSF) SHEAR 784- 506 PLI PER PAIR
TOP CHD 40.0 10.0
BTM CHD .0 5.0 JT TYPE PLATE SIZE X Y
TOTAL 40.0 15.0 55.0 A 4000 3.00 X 3.00 CTR CTR
B 4010 3.00 X 6.00 CTR CTR
SUPPORT CRITERIA C 4000 3.00 X 3.00 CTR CTR
JT REACT WIDTH JT REACT WIDTH D 4010 3.00 X 6.00 CTR CTR
LHS IN-SX LBS IN-SX E 1050 3.00 X 3.00 CTR CTR
B 372 3- 8 D 372 3- 8 F 1030 3.00 X 3.00 CTR CTR
G 1010 3.00 X 3.00 CTR CTR of N E W Y
H 1001 3.00 X 3.00 CTR 2.2 �� �` S '� Q
MEMBR CSI P(LBS) M@1ST M@2ND I 1001 3.00 X 3.00 CTR .7 '�r P 'Ir
TOP CHORDS J 1010 3.00 X 3.00 CTR CTR �� r
A-G .10 0 T 9 -208 40R• a j
G-H .11 660 C 208 -101 f"'3' " •• )
H-I .10 660 C 101 -101 1 „ ! LU
I-J .10 660 C 101 -208
J-C .10 0 T 208 -9ij,
BOTTOM CHORDS
B-F .17 455 T 0 -32 �,opO �10Np�
F-E .20 660 T 32 -32 FES .
E-D .17 455 T 32 0
WEBS
ONLINE PLUStrn VersionMAR
:11.5.017 Engineering-Portrait 03/07;029'.21:02 AM Pagel AR 0 8 2002
Job !Sark Quan Tjrpe Span Pl-Hl Left OH Right OH Engineering
702030406 F9A 1 M100 60512 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
no 1-0-0 HO 1-0-0
EP 1-6-0 2-9-12 4-11-0 6-5-12
TC _ 1-6-0 _ 1-3-12 _ _ _.2-1-4 _ 1-6-12
3x3 3x3-= 3x3 4x4= 3x3
G H I
1-0-0
B D
3x6 F, E x6=
3x3= 3x3
zi z
W:308 W:308
R: 356 R: 356
BC
EP 2-9-12 4-11-0 6-5-12
- __- 6-5-12 --___-
ALL PLATES ARE LOCE20
Scale:0.759"=1'
APPROX. TRUSS WEIGHT: 41.2 LES
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 G-F = 159 T F-H = 100 C Robbins Engineering, Inc.
E-I = 70 T I-D = 647 C PO Box 280055
CSI SIZE LUMBER 1.15FB D-C = 36 C Tampa, FL 33682
TOP .40 4X 2 SPF-#2 1660
BTM .35 4X 2 SPF-#2 1660 DL+LL DEFL = .06" AT H REFER TO ROBBINS ENG. GENERAL
WBS .18 4X 2 SPF-#3 951 LL DEFL = .04" < BRG-SPAN/360 NOTES AND SYMBOLS SHEET FOR
EXCEPTIONS: SPAN/DEFL (DL+LL) = 999 ADDITIONAL SPECIFICATIONS.
B-A 2 4X 2 SPF-#3 951
D-C SAME AS B-A PLATING CONFORMS TO TPI NOTES:
-UMBER STRESS INCREASE: .0% PLATE VALUES MAY BE VERIED 1. TRUSSES MANUFACTURED BY -
REPETITIVE MEMBER INCREASES: WITH ROBBINS ENGINEERING, INC. TRIANGLE BUILDING PRODUCT
FB 15.0% FT .0% FC .0% GRIP BASED ON SPF 6 SYP LUMBER 2. EMPIRICAL ANALOG IS USED.
USING GROSS AREA TEST.
LATERAL BRACING: PLATES - 20 GAUGE LOCK
TOP CHORD - CONTINUOUS GRIPPING 335-174 PSI PER PAIR
BTM CHORD - CONTINUOUS INCLUDES .0% INCREASE
TRUSS SPACING - 24.0 IN. TENSION 1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR
LOADING LIVE DEAD (PSF)
TOP CHU 40.0 10.0 JT TYPE PLATE SIZE X Y
BTM CHU .0 5.0 A 4000 3.00 X 3.00 CTR CTR
TOTAL 40.0 15.0 55.0 B 4010 3.00 X 6.00 CTR CTR
C 4000 3.00 X 3.00 CTR CTR
SUPPORT CRITERIA D 4010 3.00 X 6.00 CTR CTR
JT REACT WIDTH JT REACT WIDTH E 1001 3.00 X 3.00 CTR 2.2
LBS IN-SX LBS IN-SX F 1030 3.00 X 3.00 CTR CTR
B 356 3- 8 D 356 3- 8 G 1010 3.00 X 3.00 CTR CTR
H 1001 3.00 X 3.00 CTR 2.2 0? N yip
L 1050 4.00 X 4.00 2.5 1.5 .�� I- S. �O
MEMBR CSI P(LBS) M@1ST M@2ND Q ,rP� MAS
TOP CHORDS �` �G w
.A-G .13 0 T 9 -278 `r •'r QI
G-H .13 553 C 278 187 '�C ��'� •
H-I .40 553 C -187 -853 1- .)• ,,, ( W
I-C .39 0 T 853 -9 -w
BOTTOM CHORDS
•r.:
B-F .25 422 T 0 281O 077379 �aV
F-E .35 553 T -281 -413 ASS
�OF� tO�P
E-D .35 553 T 413 0
WEBS
B-A = 65 C B-G as 500 C n pp (I
ONLINE PLUSI`"Version:11.5,017 Engineering-Portrai103/071029,2102 AM Paget MAR 0 O 20oP
9 Job, MarkEn Engineering
Quan Type Span Pl-Hl Left OH Right OH 8 8
702030406 F9B
1 M100 11100 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
HO 1-0-0 Ho 1-0-0
0
0
o+
EP 3-00-8 1-8-0TC 3-0 0+
3x3 '3x3= 3x3
`• 'E
-.r
1-0-0
B D
3x6=x6-x6=
577,
I
W:308 W:308
R: 297 R: 297
BC 1-11-0
EP 1-11-0
1-11-0 3
ALL PLATES ARE LOCK20
Scale:0.704"=1'
APPROX. TRUSS WE?GHT: 16.8 LEES
Online Plus -- Version 11.5.017 DL+LL DEFL = .00" AT E REVIEWED BY:
RUN DATE: 3- 7-02 LL DEFL = .0011 < BRG-SPAN/360 Robbins Engineering, Inc.
SPAN/DEFL (DL+LL) = 999 PO Box 280055
CSI SIZE LUMBER FB Tampa, FL 33682
TOP .04 4X 2 SPF-#2 1441 PLATING CONFORMS TO TPI
BTM .09 4X 2 SPF-#2 1441 PLATE VALUES MAY BE VERIED REFER TO ROBBINS ENG. GENERAL
WBS .09 4X 2 SPF-#3 825 WITH ROBBINS ENGINEERING, INC. NOTES AND SYMBOLS SHEET FOR
:XCEPTIONS: GRIP BASED ON SPF S SYP LUMBER ADDITIONAL SPECIFICATIONS.
3-A 2 4X 2 SPF-#3 825 USING GROSS AREA TEST.
D-C SAME AS B-A PLATES - 20 GAUGE LOCK NOTES:
LUMBER STRESS INCREASE: .04 GRIPPING 335-174 PSI PER PAIR 1. TRUSSES MANUFACTURED BY -
INCLUDES .0% INCREASE TRIANGLE BUILDING PRODUCT
LATERAL BRACING: TENSION 1339- 465 PLI PER PAIR 2. EMPIRICAL ANALOG IS USED.
TOP CHORD - CONTINUOUS SHEAR 784- 506 PLI PER PAIR
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y
A 4000 3.00 X 3.00 CTR CTR
LOADING LIVE DEAD (PSF) B 4010 3.00 X 6.00 CTR CTR
TOP CHD 40.0 10.0 C 4000 3.00 X 3.00 CTR CTR
BTM CHU .0 5.0 D 4010 3.00 X 6.00 CTR CTR
TOTAL 40.0 15.0 55.0 E 1010 3.00 X 3.00 CTR CTR
CONCENTRATED LOADS (LBS)
E 280 (LIVE)
E 105 (DEAD)
SUPPORT CRITERIA
.?T REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
3 297 3- 8 D 297 3- 8 `i 4lF NFw y
MEMBR CSI P(LBS) M@1ST M@2ND
TOP CHORDS Lp r
A-E .04 0 T 9 -45
E-C .04 0 T 45 -9a:. . ��
BOTTOM CHORDS '� W
B-D .09 227 T 0 0
WEBS R i0
B-A = 51 C B-E = 329 C0
'73'Tg'� 4fi�
E-D = 329 C D-C = 51 C SrJ(aNP4
ONLINE PLUStm Version 11 5017 Engineering-Portrait 03/07,102 9'.21'02 AM Page l MAR 0 8 2002
L Jobe Mask
Quan Type Span P1-H1 Left OH Right OH Engineering
T02036406 FTGI 1 M100 260000 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
HO 1-0-0 HO 1-0-0
O Nm OD 0 m m ow O N N 0 0 w
® ® m 00 IM lW OH N7 = O
O HO m 00 m O-1 .-I O On '(y 00 .O m O
am mr1NGD nT W a+r 0,1C, m® W Op W ef-1 W m-I
EP= 2-7-8 =;;; q>-4-8 m 9-1-8 m or m amv an 17-11-0 m m cs+ 24-4-8 m an
TCC*' 2-7-8 ot't�'�1-4=0_ iiO 2-6=0 .+•1 .aa .+a rna+-i_.H_ 2_6_0_ .+a .N .tv - _ 2-6-0
3x3
1x3= G
1x3=
H E
S%12=
4x6= 5x8= ., 1x4= 4x6= 7-5 5x10- 5x8= 4z 6
6=3x = 3x6= 3x3 3x3 3x3- 4x4-- 3x3
A U \� K V W X I Y S1 Z AA BB CC DD D
1-0-0 C F
3x3 T L S R H J P S3 O N M 3x6=
5x8= SXi2 c 3x3= 4x4= 5x12= Q 4x6= 4x6=3x6= 4x4= 3x3= 3x3=
S2 Sx10=jz z
3x10=
W:308 W:308 W:308
R:1193 R:2312 R: 524
U: 32
EP 1-6-0 3-10-4 5-6-0 8-0-0 10-7-8 13-3-0 m 16-9-8 19-4-4 m 23-3-0 26-0-0
.o m
P .0
� N
26-0-0ALL PLATES ARE LCCK20
Scale:0.235"=1'
APPROX. TRUSS WEIGHT: 169.4 LBS
Online Plus -- Version 11.5.017 F -32 3- 8 MEMBR CSI P(LBS) M@1ST M@2ND
RUN DATE: 3- 7-02 T-U - 1830 C U-L = 1333 T
LOAD CASE #2 UNBALANCED LOAD L-K = 327 C L-K = 164 C
CSI SIZE LUMBER FB LUMBER STRESS INCREASE: .0% L-K = 327 C K-S = 204 C
.OP .88 4X 2 165OF1.5 1815 PLATE STRESS INCREASE: .04 S-V = 208 T V-R - 723 C
eTM .87 4X 2 165OF1.5 1815 LOADING LIVE DEAD (PSF) R-W = 766 T W-H = 1188 C
WBS .92 4X 2 SPF-#3 825 TOP CED 40.0 10.0 H-G = 415 C H-X = 2006 T
EXCEPTIONS: HIM CED .0 5.0 X-Q = 2217 C Q-I = 1832 T
S1-Z 4X 2 SPF-#2 1441 TOTAL 40.0 15.0 55.0 J-I = 1447 C J-Y = 1497 C
Z-AA AA-BB BB-CC SAME AS S1-Z EXCEPTIONS: Y-P = 1043 T P-Z = 1085 C
CC-DD DD-D S3-O SAME AS S1-Z A-I .0 10.0 Z-0 = 911 T O-AA = 351 C
O-N N-M M-F SAME AS S1-Z CONCENTRATED LOADS (LBS) N-BB = 178 T N-CC - 486 C
A-T 4X 2 SP-#3 935 K 0 (LIVE) CC-M - 366 C M-DD - 448 T
S-X SAME AS A-T K 190 (DEAD) DD-F = 886 C F-E = 22 C
L-K 2 4X 2 SPF-#3 825 G 0 (LIVE) E-D = 43 C F-E = 22 C
L-K H-G J-I SAME AS L-K G 87 (DEAD)
SUPPORT CRITERIA DL+LL DEFL = .37" IN K-V
LATERAL BRACING: JT REACT WIDTH JT REACT WIDTH LL DEFL - .28" < BRG-SPAN/360
TOP CHORD - CONTINUOUS LBS IN-SX LBS IN-SX SPAN/DEFL (DL+LL) = 827
BTM CHORD - CONTINUOUS C 273 3- 8 J 1188 3- 8
TRUSS SPACING - 24.0 IN. F 524 3- 8 PLATING CONFORMS TO TPI
PLATE VALUES MAY BE VERIED
STANDARD LOADING WITH ROBBINS ENGINEERING, INC.
LUMBER STRESS INCREASE: .06 MEMBR CSI P(LBS) M91ST M@2ND GRIP BASED ON SPF 6 SYP LUMBER
PLATE STRESS INCREASE: .0% TOP CHORDS USING GROSS AREA TEST,
LOADING LIVE DEAD (PSF) A-U .39 1687 C 0 -573 PLATES - 20 GAUGE LOCK
TOP CHO 40.0 10.0 U-K .48 4230 C 573 -348 GRIPPING 380-174 PSI PER PAIR
STM CHD .0 5.0 X-V .66 4126 C 348 -724 INCLUDES .09 INCREASE
TOTAL 40.0 15.0 55.0 V-W .47 3480 C 724 -296 TENSION 1339- 465 PLI PER PAIR
CONCENTRATED LOADS (LBS) W-G .22 1972 C 296 25 SHEAR 784- 506 PLI PER PAIR
K 509 (LIVE) G-X .23 1972 C -25 -391
190 (DEAD) X-I .62 2022 T 396 -573 JT TYPE PLATE SIZE X Y
232 (LIVE) I-Y .88 3347 T 573 -607 A 4010 4.00 X 6.00 1.5 1.5
87 (DEAD) Y-S1 .48 1769 T 175 3 B 9999 1.00 X 3.00 1.5 1.0
SUPPORT CRITERIA S1-Z .60 1769 T -3 14 C 4000 3.00 X 3.00 CTA CTR
JT REACT WIDTH JT REACT WIDTH Z-AA .78 1334 C 372 -622 D 4000 3.00 X 3.00 CTR .7
LBS IN-SX LBS IN-SX AA-BB .78 1334 C 622 519 E 9999 1.00 X 3.00 1.5 .5
C 1152 3- 8 J 2312 3- 8 BB-CC .73 1334 C -519 -554 F 4010 3.00 X 6.00 CTR CTR
F 386 3- 8 CC-DD .38 1114 C 554 -465 G 1001 3.00 X 3.00 CT
DD-D .25 0 T 434 0 H 1070 5.00 X12.00
LOAD CASE #1 UNBALANCED LOAD BOTTOM CHORDS I 1030 5.00 X 8.0
LUMBER STRESS INCREASE: .04 C-T .02 0 T 0 8 J 1050 4.0
PLATE STRESS INCREASE: .04 T-L .68 3185 T -11 171 K
LOADING LIVE DEAD (PSF) L-S .87 4230 T -171 100 L
TOP CHD 40.0 10.0 S-S2 .81 4014 T -100 154 M 1010 3.00 X
STM CRD .0 5.0 S2-R .82 4014 T -154 70 N 1050 3.00 X TI\tAC7
TOTAL 40.0 15.0 55.0 A-H .61 2911 T -70 20 O 1030 4.00 1. .�
�.y tZ:
EXCEPTIONS: H-Q .10 614 C 73 -74 P 1010 4.00 CT i•� it
I-D .0 10.0 Q-J .31 3347 C 97 -398 Q 1010 5.00 X r8 CT
CONCENTRATED LOADS (LBS) J-P .28 2197 C 320 69 R 1010 4.00 X CTR 1 l�ji
K 509 (LIVE) P-S3 .19 1323 C -69 -212 S 1010 3.00 X CT ,� Z
K 190 (DEAD) S3-0 .47 1323 C 212 -737 T 1010 5.00 X TR 1.5 a�
G 232 (LIVE) O-N .59 1334 T 367 394 U 1010 5.00 X S.
(DEAD) N-M .65 1413 T -394 -127 V 1010 4.00 X 4. �r
SUPPORT CRITERIA M-F .28 747 T 127 0 W 1010 4.00 X 6.00 rJS�QNQ'
JT REACT WIDTH JT REACT WIDTH WEBS X 1010 5.00 X10.00
LBS IN-SX LBS IN-SX C-S = 593 C C-B = 593 C Y 1010 4.00 X 6.00 CTR
C 1193 3- 8 J 1754 3- 8 B-A = 1186 C A-T = 1999 T Z 1010 3.00 X 6.00 CTR CTR
ONLINE PLUStm Version:11.5.017 Engineering-Portrait 03;07,'029'.21.03 AM Page 1 o12 Mar o 8 2002
Job Mark Quan Type Span Pl-Hl Left OH Right OH engineering
7102030'406 FTGI 1 Mloo 260000 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
AA 1001 3.00 X 3.00 CTR 2.2
BB 1001 3.00 X 3.00 CTR .7 REVIEWED BY:
CC 1010 3.00 X 3.00 CTR CTR Robbins Engineering, Inc.
DO 1010 4.00 X 4.00 CTR 1.5 PO Box 280055
S1 1100 3.00 X 6.00 CTA .2 Tampa, FL 33682
S2 1100 3.00 X10.00 CTR .2
S3 1100 3.00 X 6.00 CTR .2 REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
1. TRUSSES MANUFACTURED BY -
TRIANGLE BUILDING PRODUCT
2. EMPIRICAL ANALOG IS USED.
3. UNBALANCED LOADS CHECKED
(UNBLN LD FAC = 1.00, .00).
4. PREVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS.
5. PROVIDE 2X6 CONTINUOUS
STRONGBACKS (ON EDGE) AT
EVERY 120". FASTEN TO EACH
TRUSS W1 3-16d NAILS.
Of
S MgcrO
CID .
017379 2
AROF@SSlONP
ONLINE PLUStrn Version'11,5 017 Engineering-Portrait 03/07i02 9.21:03 AM Page 2 of 2 MAR, 0 8 2002
, Job, Mark Quan Type Span Pl-Hl Left OH Right OH Engineering
T02030406 FTG2 1 BB 60000 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
SO 1-0-0 SO 1-0-0
v o
O O
On
EP 1-2-0 2- -12 4-0-4 m 5-10-8 m
Tc 1-2-0 1-2-12 1-7-e '^' 1-5-4 �O
#6x8=
M
4x4=
3x34x4= 'i P 4x4= 3x3
B N K Cix3=
E
1-0-0
A D
3x6- L G 3x6=
z 5x12= O 3x3 X
3x3
W:398 1-10- O_ W:308
R: 632 R: 513
BC 2_-_4-12 1-7-8 ov 1-6-12
EP 2-4-12 4-0-4 m 6-0-0
YV1
0
v
--6-0-0
.-
ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR
Scale:0.517"=1'
APPROX. TRUSS +EIGHT: 47.7 LES
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND ! SELECTED VIA PLATE MONITOR
RUN DATE: 3- 7-02 O-G .45 810 T -413 -385 REVIEWED BY:
G-D .43 810 T 385 0 Robbins Engineering, Inc.
CSI SIZE LUMBER FB WEBS PO Box 280055
TOP .34 4X 2 SPF-#2 1441 A-B = 58 C A-N = 877 C Tampa, FL 33682
BTM .45 4X 2 SPF-#2 1441 N-L = 783 T L-M = 679 C
WBS .39 4X 2 SPF-#3 825 L-P = 568 T O-P = 173 C REFER TO ROBBINS ENG. GENERAL
EXCEPTIONS: G-K = 192 T K-D = 948 C NOTES AND SYMBOLS SHEET FOR
A-B 2 4X 2 SPF-#3 825 D-E = 19 C E-C = 37 C ADDITIONAL SPECIFICATIONS.
L-M 5 4X 2 SPF-#3 825 D-E = 19 C
LUMBER STRESS INCREASE: .04 NOTES:
DL+LL DEFL = .04" IN M-P 1. TRUSSES MANUFACTURED BY -
LATERAL BRACING: LL DEFL = .0311 < BRG-SPAN/360 TRIANGLE BUILDING PRODUCT
TOP CHORD - CONTINUOUS SPAN/DEFL (DL+LL) = 999 2. EMPIRICAL ANALOG IS USED.
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN. PLATING CONFORMS TO TPI
PLATE VALUES MAY BE VERIED
LOADING LIVE DEAD (PSF) WITH ROBBINS ENGINEERING, INC.
TOP CHD 40.0 10.0 GRIP BASED ON SPF S SYP LUMBER
BTM CHU .0 5.0 USING GROSS AREA TEST.
TOTAL 40.0 15.0 55.0 PLATES - 20 GAUGE LOCK
GRIPPING 335-174 PSI PER PAIR
CONCENTRATED LOADS (LBS) INCLUDES .06 INCREASE
M 363 (LIVE) TENSION 1339- 465 PLI PER PAIR
M 136 (DEAD) SHEAR 784- 506 PLI PER PAIR
SUPPORT CRITERIA JT TYPE PLATE SIZE X Y
JT REACT WIDTH JT REACT WIDTH A 4010 3.00 X 6.00 CTR CTR _
LBS IN-SX LBS IN-SX B 4000 3.00 X 3.00 CTR CTR
A 632 3- 8 D 513 3- 8 C 4000 3.00 X 3.00 CTA .7
D 4010 3.00 X 6.00 CTR CTR AE1 S. Aq
E 9999 1.00 X 3.00 1.5 .5
MEMBR CSI P(LBS) M@1ST M@2ND G 1001 3.00 X 3.00 CTR 2.2 to �� 4
TOP CHORDS K 1050 4.00 X 4.00 2.5 1.5 l
B-N .06 0 T 9 -93 L 1070 5.00 X12.00 CTR 1.5 \ tI M
N-M .20 1309 C 93 -242 !M 1001 6.00 X 8.00 2.5 3.1 �� �t.� 2W
M-P .28 1309 C 242 249 N 1010 4.00 X 4.00 CTR 1.5 t�
P-K .34 810 C -249 -614 O 1001 3.00 X 3.00 CTR .7
X-C .32 0 T 614 0 P 1030 4.00 X 4.00 1.5 1.5 FQ 0 v
BOTTOM CHORDS \9pFE.�iS(fltlp
A-L .22 672 T 0 -42
L-O .45 810 T 42 413
ONLINE PLUS"Version:11.5.017 Engineering-Portrait 03,07/02 9.21 03 AM Page i h1A R 0 8 2002
Job Mark Quan Type 'Span P1-H1 Left OH Right OH engineering
2702030406 2FIL I 1 M100 260000 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
NO 1-0-0 NO 1-0-0
m
0
om o
EPS 25-9-0 awn
TCS" 25-9-0 ,..N
1x3= 3x6= 1x3=
QQ 3x3
S2 3x3 RA
3x3 E 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3. 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 00 3x3
A G I K M O Q S U W Y AA CC EE GG II KK MM C
1-0-0 B I'
gil _Tu D
3x3 F H J L N P R T V X Z BB DO FF RN JJ LL NN pp 3x3
3x3 3x3 3x3 3x3 3x3 . 3x3. 3x3 3x3 3x3, 3x3. 3x3.1 3x3 3x3 3x3; 3x3 3x3. 3x3 3x3 3x3
S1
3x6=
BC "0-
EP 26-0-0
26-0-0 ---
ALL PLATES ARE LOCK20
Scale:0.241"=1'
APPROX. TRUSS WEIGH?: 129.7 LES
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) MIST M@2ND S 1001 3.00 X 3.00 CTA CTR
RUN DATE: 3- 7-02 X-Z .00 0 T 0 0 T 1001 3.00 X 3.00 CTR CTR
Z-BB .00 0 T 0 0 U 1001 3.00 X 3.00 CTR CTR
CSI SIZE LUMBER 1.15FB BB-DD .00 0 T 0 0 V 1001 3.00 X 3.00 CTR CTR
TOP .08 4X 2 SPF-#2 1660 DD-FF .00 0 T 0 0 W 1001 3.00 X 3.00 CTR CTR
BTM .00 4X 2 SPF-#2 1660 FF-HH .00 0 T 0 0 X 1001 3.00 X 3.00 CTR CTR
+735 .04 4X 2 SPF-#3 951 HH-JJ .00 0 T 0 0 Y 1001 3.00 X 3.00 CTR CTR
:.UMBER STRESS INCREASE: .0% JJ-LL .00 0 T 0 0 Z 1001 3.00 X 3.00 CTR CTR
REPETITIVE MEMBER INCREASES: LL-NN .00 0 T 0 0 AA 1001 3.00 X 3.00 CTR CTA
FB 15.0% FT .0% FC .0% NN-PP .00 0 T 0 0 BB 1001 3.00 X 3.00 CTR CTR
PP-D .00 0 T 0 0 CC 1001 3.00 X 3.00 CTA CTR
LATERAL BRACING: WEBS DD 1001 3.00 X 3.00 CTR CTR
TOP CHORD - CONTINUOUS B-QQ = 15 C B-QQ - 15 C EE 1001 3.00 X 3.00 CTR CTR
BTM CHORD - CONTINUOUS QQ-A = 30 C F-E = 123 C FF 1001 3.00 X 3.00 CTR CTR
TRUSS SPACING - 24.0 IN. H-G = 137 C J-I = 133 C GG 1001 3.00 X 3.00 CTR CTR
L-K = 134 C N-M = 134 C HH 1001 3.00 X 3.00 CTR CTR
LOADING LIVE DEAD (PSF) P-0 = 134 C R-Q = 134 C II 1001 3.00 X 3.00 CTR CTR
TOP CHD 40.0 10.0 T-S = 134 C V-U = 134 C JJ 1001 3.00 X 3.00 CTR CTA
BTM CHO .0 5.0 X-W - 134 C Z-Y = 134 C KK 1001 3.00 X 3.00 CTR CTR
TOTAL 40.0 15.0 55.0 BB-AA= 134 C DD-CC= 134 C LL 1001 3.00 X 3.00 CTA CTR
FF-EE= 134 C EH-GG--- 134 C MM 1001 3.00 X 3.00 CTA CTA
SUPPORT CRITERIA JJ-II= 134 C LL-KK= 133 C NN 1001 3.00 X 3.00 CTA CTR
CONTINUOUS BETWEEN JNTS B i D NN-MM= 137 C PP-00= 123 C 00 1001 3.00 X 3.00 CTR CTR
RR-C = 30 C D-RR = 15 C PP 1001 3.00 X 3.00 CTR CTR
D-RR - 15 C QQ 9999 1.00 X 3.00 1.5 .5
MEMBR CSI P(LBS) M@1ST M@2ND RR 9999 1.00 X 3.00 1.5 .5
TOP CHORDS DL+LL DEFL - .00" IN E-G S1 1100 3.00 X 6.00 CTR .2
A-E .07 0 T 0 -148 LL DEFL = .00" < BRG-SPAN/360 S2 1100 3.00 X 6.00 CTR .2
E-G .08 0 T 148 -185 SPAN/DEFL (DL+LL) - 999
G-I .08 0 T 185 -175 •OVERLAPPING PLATES AT T i S1
I-K .08 0 T 175 -178 PLATING CONFORMS TO TPI
K-M .08 0 T 178 -177 PLATE VALUES MAY BE VERIED REVIEWED BY:
M-O .08 0 T 177 -177 WITH ROBBINS ENGINEERING, INC. Robbins Engineering, Inc.
O-Q .08 0 T 177 -177 GRIP BASED ON SPF i SYP LUMBER PO Boz 280055
Q-S .08 0 T 177 -177 USING GROSS AREA TEST. Tampa, FL 33682
S-U .08 0 T 177 -177 PLATES - 20 GAUGE LOCK
U-W .08 0 T 177 -177 GRIPPING 335-174 PSI PER PAIR REFER TO ROBBINS ENG. GENERAL
W-Y .08 0 T 177 -177 INCLUDES .04 INCREASE NOTES AND SYMBOLS SHEET FOR
Y-AA .08 0 T 177 -177 TENSION 1339- 465 PLI PER PAIR ADDITIONAL SPECIFICATIONS.
AA-S2 .OB 0 T 177 62 SHEAR 784- 506 PLI PER PAIR
S2-CC .08 0 T -62 -177 NOTES:
CC-EE .08 0 T 177 -177 JT TYPE PLATE SIZE X Y 1. TRUSSES MANUFACTURED BY -
EE-GG .08 0 T 177 -177 A 4000 3.00 X 3.00 CTR .7 TRIANGLE BUILDING PRODUCT
GG-II .08 0 T 177 -178 B 4000 3.00 X 3.00 CTR CTR 2. EMPIRICAL .I% ED.
II-KK .08 0 T 178 -175 C 4000 3.00 X 3.00 CTR .7 c 1a,
3.00 X 3.00 CTR CTR
DO .08 0 T 185 -148 E 10001 3.00 X 3.00 CTR CTA 0F N�•r
00-C .07 0 T 148 0 F 1001 3.00 X 3.00 CTR CTRy
BOTTOM CHORDS G 1001 3.00 X 3.00 CTR CTR 4� ` S M O
B-F .00 0 T 0 0 H 1001 3.00 X 3.00 CTR CTA �U O
F-H .00 0 T 0 0 I 1001 3.00 X 3.00 CTR CTR coo a
H-J .00 0 T 0 0 J 1001 3.00 X 3.00 CTR CTR
J-L .00 0 T 0 0 K 1001 3.00 X 3.00 CTA CTR
L-N .00 0 T 0 0 L 1001 3.00 X 3.00 CTA CTR (�^ W
N-p .00 0 T 0 0 M 1001 3.00 X 3.00 CTR CTR ilu
P-R .00 0 T 0 0N 1001 3.00 X 3.00 CTR CTR 0ilk
R-S1 .00 0 T 0 0 0 1001 3.00 X 3.00 CTR CTR
S1-T .00 0 T 0 0 P 1001 3.00 X 3.00 CTR CTR
T-V .00 0 T 0 0 Q 1001 3.00 X 3.00 CTR CTR FQ SMT% V�
V-x .00 0 T 0 0 R 1001 3.00 X 3.00 CTR CTR AROFESSI�NA
ONLINE PLUS"n Version'11 5.017 Engineering-Portrait 03/07/02 9'.21:04 AM Page t MAR 0 8 2
009
Job MarkQuan Type Span P1-H1 Left OH Right OH Engineering
T02030406 2F2 8 M100 260000 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
NO 1-0-0 NO 1-0-0
v N W N m O m
fb 4r) O
b OH O�1 rtl 00 e0 OT O
EFa4-4-8 3-10-8 6-5-4 10-0-12 12-6-12 a7 w 17-9-12 Oma+ m GI 24-4-8 cLn rn
TC�1-9-8 2-6-0 2-6-12 2-6-12 2-6-0 "" "-' 2-6-0 '-'-' 'Y't 'N 2-6-0
1x3= 1x3-
B E
3x6=
3x3 3x6= 4x4= 3x3=4x4= 3x6-S2 5x8= 3x3 4x6- 4x4= 3x3 3x3 3x3- 4x4- 3x3
A S T U V W X G Y Z AA BB CC DD D
1-0-0 C F
-- 4x6= R Q P O N M H L K J I 3x6=
4x4= 3x3= 3x3 3x3 4x4= 4x6= 5x10= S1 3x6= 4x4= 3x3= 3x3=
3x6=
W:308 W:308 W:308
R: 663 R:1725 R: 557
BC 2-9-0 --2- 312 � 10312 2-6-0 2-7-8 2-7-8 2-6-12 � 2-6-12 2-9-0--
EP 2-9-0 5-3-0 60612 . 81104 11-5-4 14-0-12 16-8-4 19-3-0 m 23-3-0 26-0-0
c vm
m m
N
26-0-0-
ALL PLATES ARE LOCK20
Scale:0.235"=1'
APPROX. TRUSS WEIGHT: 160.9 LES
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND TENSION 1339- 465 PLI PER PAIR
RUN DATE: 3- 7-02 TOP CHORDS SHEAR 784- 506 PLI PER PAIR
A-S .18 0 T 0 -389
CSI SIZE LUMBER 1.15FB S-T .39 1522 C 395 -726 JT TYPE PLATE SIZE X Y
TOP .89 4X 2 SPF-#2 1660 T-U .44 2184 C 726 -75 A 4000 3.00 X 3.00 CTR .7
BTM .85 4X 2 SPF-#2 1660 U-V .41 2239 C 75 -589 B 9999 1.00 X 3.00 1.5 .5
WBS .55 4X 2 SPF-#3 951 V-W .36 1759 C 589 -622 C 4010 4.00 X 6.00 CTA 1.5
EXCEPTIONS: W-S2 .29 501 C 622 342 D 4000 3.00 X 3.00 CTR .7
H-G 2 4X 2 SPF-#3 951 S2-X .22 501 C -342 -459 E 9999 1.00 X 3.00 1.5 .5
REPETITIVE MEMBER INCREASES: X-G .84 2213 T 477 -265 F 4010 3.00 X 6.00 CTA CTR
FS 15.0% FT .08 FC .09 G-Y .89 2213 T 265 -577 G 1001 3.00 X 3.00 CTA CTA
Y-Z .35 874 T 158 -13 H 1070 5.00 X10.00 CTR 1.5
LATERAL BRACING: Z-AA .47 1545 C 377 -539 I 1010 3.00 X 3.00 CTA CTA
TOP CHORD - CONTINUOUS AA-BB .46 1545 C 539 408 J 1050 3.00 X 3.00 CTR CTR
BTM CHORD - CONTINUOUS BB-CC .39 1545 C -408 -528 K 1030 4.00 X 4.00 1.5 1.5
TRUSS SPACING - 24.0 IN. CC-DD .30 1210 C 528 -469 L 1010 3.00 X 6.00 CTA CTR
DD-D .22 0 T 451 0 M 1010 4.00 X 6.00 CTR 1.5
STANDARD LOADING BOTTOM CHORDS N 1010 4.00 X 4.00 CTR 1.5
LUMBER STRESS INCREASE: .0% C-R .32 952 T 0 0 0 1001 3.00 X 3.00 CTR 2.2
PLATE STRESS INCREASE: .04 R-Q .62 2057 T 0 -28 P 1001 3.00 X 3.00 CTR .7
LOADING LIVE DEAD (PSF) Q-P .85 2239 T 28 486 Q 1010 3.00 X 3.00 CTA CTR
TOP CHU 40.0 10.0 P-0 .85 2239 T -486 -312 R 1010 4.00 X 4.00 CTR 1.5
BTM CHU .0 5.0 O-N .77 2239 T 312 83 S 1010 3.00 X 6.00 CTR CTR
TOTAL 40.0 15.0 55.0 N-M .43 1315 T -83 -29 T 1010 4.00 X 4.00 CTR 1.5
SUPPORT CRITERIA M-H .16 904 C 44 -260 U 1030 3.00 X 3.00 CTR CTR
JT REACT WIDTH JT REACT WIDTH H-S1 .20 1190 C 204 32 V 1050 4.00 X 4.00 2.5 1.5
LBS IN-SX LBS IN-SX Sl-L .08 1190 C -32 20 W 1010 3.00 X 6.00 CTR CTR
C 624 3- 8 H 1725 3- 8 L-K .46 1138 T -52 -295 X 1010 5.00 X 8.00 CTR 1.5
F 482 3- 8 K-J .59 1545 T 295 340 Y 1010 4.00 X 6.00 CTA 1.5
J-I .61 1558 T -340 -109 Z 1010 4.00 X 4.00 CTR 1.5
LOAD CASE #1 UNBALANCED LOAD I-F .28 799 T 109 0 AA 1001 3.00 X 3.00 CTR 2.2
LUMBER STRESS INCREASE: .09 WEBS BB 1001 3.00 X 3.00 CTR .7
PLATE STRESS INCREASE: .04 C-B = 23 C C-B - 23 C CC 1010 3.00 X 3.00 CTR CTR
LOADING LIVE DEAD (PSF) B-A - 46 C C-S - 1129 C DD 1010 4.00 X 4.00 CTR 1.5
TOP CED 40.0 10.0 S-R as 696 T R-T - 653 C S1 1100 3.00 X 6.00 CTR .2
BTM CHD .0 5.0 T-Q - 156 T Q-U - 116 T S2 1100 3.00 X 6.00 CTA .2
TOTAL 40.0 15.0 55.0 P-U = 119 C O-V - 135 T
EXCEPTIONS: V-N - 675 C N-W - 615 T REVIEWED BY:
G-D .0 10.0 W-M as 1060 C M-X = 1100 T Robbins Engineering, Inc.
SUPPORT CRITERIA X-H - 1551 C H-G = 106 C PO Box 280055
JT REACT WIDTH JT REACT WIDTH H-Y = 1384 C Y-L = 911 T Tampa, FL 33682
LBS IN-SX LBS IN-SX L-Z at 924 C Z-K as 696 T
C 663 3- 8 H 1168 3- 8 K-AA as 277 C J-BB - 97 T REFER TO ROBBINS ENG. G£F
F 55 3- 8 J-CC = 259 C CC-I = 425 C NOTES AND SYMBOLS SHEE NE yy
I-DD = 502 T DD-F = 947 C ADDITIONAL SPECIFICA
LOAD CASE #2 UNBALANCED LOAD E-D = 42 C F-E = 21 C S,
LUMBER STRESS INCREASE: .0% F-E = 21 C NOTES: Q' ��.'�r"".P`� G
PLATE STRESS INCREASE: .0% 1. TRUSSES MANUF .pz -
LOADING LIVE DEAD (PSF) DL+LL DEFL = .23" IN T-U TRIANGLE DIP T
TOP CHO 40.0 10.0 LL DEFL = .18" < BRG-SPAN/360 2. EMPIRICAAN
BTM CHD .0 5.0 SPAN/DEFL (DL+LL) = 999 3. UNBALANC LO H 0:
TOTAL 40.0 15.0 55.0 (UNSLN LD FAC ,t ^ �, 404
EXCEPTIONS: PLATING CONFORMS TO TPI 4. PROVIDE 2X6 C OUS
A-G .0 10.0 PLATE VALUES MAY BE VERIED STRONGBACKS ( )
SUPPORT CRITERIA WITH ROBBINS ENGINEERING, INC. EVERY 120". F EAC
JT REACT WIDTH JT REACT WIDTH GRIP BASED ON SPF i SYP LUMBER TRUSS W/ 3-16d 'C
LBS IN-SX LBS IN-SX USING GROSS AREA TEST.
P 557 3- 8 H 1028 3- 8 PLATES - 20 GRIPPING 335GAUGE
335-174PSIPER PAIR OAROFESSIO���.
INCLUDES .06 INCREASE
ONLINE PLUStm Version:11 5.017 Engineering-Portrait 03,/07/02 9'.21:04 AM Pagel MAR 0 8 2002
'Joh+ Mark Quan Type Span P1-H1 Left OH Right OH Engineering
702030406 2F3 1 M100 270212 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
NO 1-0-0 NO 1-0-0
N v m N v N v
mD NP Vm NP my W ® O}i Omy O
m b m .O OD Oy an Om O Oy .-i
w OHmn=
EPm ao 3-10-8 m m or+ 10-4-4 w m 2-6-0 18-2-0 on 21-10-4 24-40 an on corn
TC+" '�"I 2-6-0 '� '1O "'r 2-6-0 'a"I 2-6-0 2-6-12 "+a 2-6-12 2-6-0
4x6
D
1x3=
B
3x6=
3x3 3x6= 3x3=3x3 3x3 4x4= 4x6= 3x3 4x6= S2 3x6= 3x3-3x3- 4x4= 3x6= 3x3
A T U V W X Y R Z AA BB CC DO EE F '\,?Z)(3
IN
1-0-0 C 11 E x3=
E
3x6= S R Q P I 0 N M L K 17 G 3x3
3x3= 3x3= 4x4= 3x6= 5x10= 4x6= S1 3x3=3x3 3x3 3x3= 4x4= 5x10=
S X 3x6= S Cant:l- 2-12
W:308 W:508 W:308
R: 562 8:1664 R:1231
BC 2_ _- _ W 29�-2--112EP 2-90 53_1 2 121--17-0�-4 124_-5y_-g1 2 14-3!1'_212 on cN 2-6-0 2-7'�mv
.o m .+n 23-2-12 25-10-4 0+
elm 1TI .-In Om 4
07 m m 07 m
M 'm .O, .O •f
ei .r N N
27-2-12
ALL PLATES ARE LOCK20
Scale:0.219"=t'
APPROX. TRUSS WEIGHT: 173.4 LBS
Online Plus -- Version 11.5.017 F-D .0 10.0 MEMER CSI P(LBS) M@1ST M@2ND
RUN DATE: 3- 7-02 CONCENTRATED LOADS (LBS) E-D = 2 C
D 0 (LIVE)
CSI SIZE LUMBER FB D 109 (DEAD) DL+LL DEFL = .23" IN CC-DD
TOP .89 4X 2 SPF-#2 1441 SUPPORT CRITERIA LL DEFL = .18" < BRG-SPAN/360
BTM .85 4X 2 SPF-#2 1441 JT REACT WIDTH JT REACT WIDTH LL DEFL (CANT) = .02" < C/180
WBS .51 4X 2 SPF-#3 825 LBS IN-SX LBS IN-SX SPAN/DEFL (DL+LL) = 999
EXCEPTIONS: C 54 3- 8 I 1157 5- 8
I-H 2 4X 2 SPF-#3 825 G 830 3- 8 PLATING CONFORMS TO TPI
-F G-D SAME AS I-H PLATE VALUES MAY BE VERIED
WITH ROBBINS ENGINEERING, INC.
ATERAL BRACING: MEMBR CSI P(LBS) M@1ST M02ND GRIP BASED ON SPF i SYP LUMBER
TOP CHORD - CONTINUOUS TOP CHORDS USING GROSS AREA TEST.
BTM CHORD - CONTINUOUS A-T .25 0 T 0 -455 PLATES - 20 GAUGE LOCK
TRUSS SPACING - 24.0 IN. T-U .34 1223 C 472 -517 GRIPPING 335-174 PSI PER PAIR
U-V .41 1584 C 517 353 INCLUDES .09 INCREASE
STANDARD LOADING V-W .48 1584 C -353 -447 TENSION 1339- 465 PLI PER PAIR
LUMBER STRESS INCREASE: .0% W-X .48 1584 C 447 -391 SHEAR 784- 506 PLI PER PAIR
PLATE STRESS INCREASE: .05 X-Y .36 866 T 20 -155
LOADING LIVE DEAD (PSF) Y-H .89 2099 T 568 -259 JT TYPE PLATE SIZE X Y
TOP CHO 40.0 10.0 H-Z .84 2099 T 259 -466 A 4000 3.00 X 3.00 CTA .7
HIM CED .0 5.0 Z-S2 .26 519 T 102 51 B 9999 1.00 X 3.00 1.5 .5
TOTAL 40.0 15.0 55.0 S2-AA .35 519 T -51 -144 C 4010 3.00 X 6.00 CTR CTR
CONCENTRATED LOADS (LBS) AA-BB .40 1711 C 629 -570 D 4010 4.00 X 6.00 1.5 1.5
D 290 (LIVE) BB-CC .41 2172 C 570 -94 E 4000 3.00 X 3.00 CTR .7
D 109 (DEAD) CC-DD .49 2089 C 94 -732 F 1001 3.00 X 3.00 CTR CTR
SUPPORT CRITERIA DD-EE .43 1374 C 732 -378 G 1070 5.00 X10.00 CTR 1.5
JT REACT WIDTH JT REACT WIDTH EE-F .39 690 T 66 -203 H 1001 3.00 X 3.00 CTR CTR
LBS IN-SX LBS IN-SX F-D .34 690 T 203 -2 I 1070 5.00 X10.00 CTR 1.5
C 484 3- 8 I 1664 5- 8 BOTTOM CHORDS J 1010 4.00 X 4.00 CTR 1.5
G 1231 3- 6 C-S .28 806 T 0 -96 K 1010 3.00 X 3.00 CTR CTR
S-R .63 1580 T 96 292 L 1001 3.00 X 3.00 CTR 2.2
LOAD CASE #1 UNBALANCED LOAD R-Q .60 1584 T -292 -244 M 1001 3.00 X 3.00 CTR .7
LUMBER STRESS INCREASE: .03 Q-P .47 1212 T 244 42 N 1010 3.00 X 3.00 CTR CTA
PLATE STRESS INCREASE: .09 P-I .20 1181 C -14 -202 0 1010 4.00 X 6.00 CTR 1.5
LOADING LIVE DEAD (PSF) I-0 .16 868 C 251 -39 P 1010 3.00 X 6.00 CTR CTA
TOP CHD 40.0 10.0 O-S1 .43 1283 T 29 124 Q 1050 4.00 X 4.00 2.5 1.5
BTM CHD .0 5.0 S1-N .43 1283 T -124 76 R 1030 3.00 X 3.00 CTR CTR
TOTAL 40.0 15.0 55.0 N-M .76 2172 T -76 -282 S 1010 3.00 X 3.00 CTA
EXCEPTIONS: M-L .85 2172 T 282 451 T 1010 3.00 X 6.00
H-F .0 10.0 L-K .85 2172 T -451 -35 U 1010 3.00 X 3.00
CONCENTRATED LOADS (LBS) R-J .59 1936 T 35 22 V 1001 3.00 X 3. j.
D 290 (LIVE) J-G .28 785 T -22 -109 W 1001 3.00 X 3 �(
iL 5 �' D
D 109 (DEAD) G-E .07 0 T 140 0 X 1010 4.00 .5
9'."r?ORT CRITERIA WEBS Y 1010 4.0 X
-r REACT WIDTH JT REACT WIDTH C-B = 21 C C-B = 21 C Z 1010 4.0 X �1'Ia 1.
LBS IN-SX LBS IN-SX B-A = 42 C C-T = 955 C AA 1010 3.00 0 r
C 562 3- 8 I 961 5- B T-S = 509 T S-U = 436 C BB 1030 3.00 C
G 737 3- 8 U-A = 256 C A-V = 96 T CC 1050 3.00 rQ C
Q-W = 261 C Q-X = 657 T DD 1010 4.00 R
LOAD CASE #2 UNBALANCED LOAD X-P = 900 C P-Y = 893 T EE 1010 3.00 X CT r.
LUMBER STRESS INCREASE: .09 Y-I = 1363 C I-H = 107 C S1 1100 3.00 X CTA
PLATE STRESS INCREASE: .06 I-Z = 1470 C Z-O = 1019 T S2 1100 3.00 X $1 R
LOADING LIVE DEAD (PSF) O-AA = 979 C AA-N = 523 T �O Or1379' 4�
BTM P c� 40.0 15.0 i CC = 574 c CC-K = 101 c FEgg�aNP
TOTAL 40.0 15.0 55.0 K-DD = 188 T DD-J = 688 C
EXCEPTIONS: J-EE = 721 T EE-G = 1135 C
A-H .0 10.0 G-F = 146 C G-D = 829 C
ONLINE PLUStm Version'.11.5.017 Engineering-Portrait 03/07/02 9:21:05 AM Page 1 of 2 M,A R 0 8 2002
Jop Mark
Quan Type Span Pl-Hl Left OH Right OH Engineering
T02030406 2F3 1 Mloo z�o212 19z o o con`.
TU#0249 J#J202019 HOUSE #3 FIRST FLOOR
REVIEWED BY:
Robbins Engineering, Inc.
PO Boz 280055
Tampa, FL 33682
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
1. TRUSSES MANUFACTURED BY -
TRIANGLE BUILDING PRODUCT
2. EMPIRICAL ANALOG IS USED.
3. UNBALANCED LOADS CHECKED
(UNHLN LD FAC = 1.00, .00).
4. PROVIDE 2X6 CONTINUOUS
STRONGBACKS (ON EDGE) AT
EVERY 1201-. FASTEN TO EACH
TRUSS W/ 3-16d HAILS.
�� NEyy Y
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°�rtl,\ Q17379�hP�2'
`pOFE5fi�0 ''
ONLINE PLUS'm Version:11.5.017 Engineering-Portrait 03/07,102 921:05 AM Page 2 of 2 MAR 0 8 2002
soF; Mark Quan Type 'Span P1-H1 Left OH Right OH Engineering
702030406 2F47 s M100 270212 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
NO 1-0-0 HO 1-0-0
N v o e
m m e]-I oa ro cD orN+ o o .Ni on
.o .o m a .++ .o m ovm m a
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-TC'+1.'4_'8-_.2-6-0-N..1-4-4_ _-__2-6-0 'rt' rt1 2-6-0 '+' 1-7-8 •1-I 2-6-0
_ -- 4x6=
D
1x3=
B
3x6=
1x3 3x6= 3x3= 1x31x3 4x4= 4x6= 3x3 4x6= S2 4x4= 1x3 . 1x3.. 4x4= 4x6= 3x3 4x6- _
A S T U V W X R Y Z AA BE CC DO F EE '-7
1-0-0
1-0-0 C 2X3=
E
3x6= RQ P O I N M L X G J
3x3= 3x3= 3x3= 4x4= 5x10= 4x4= S1 3x3= 3x3= 4x4= 5x8= 4x6-
8 S 3x6=
Cant:3- 2-12
W:308 W:508 W:308
R: 576 R:1373 R:1479
Bch-�J-O E-6-12-1-a�-6-12-�-7� 2-7-8 22 1-7=8--�-6-1� 2-7-8-�-0-0
EP 2-9-0 5-3-12 6-8-0 9-2-12 11-10-4 14-5-12 17-0-8 18-8-0 21-2-12 23-10-4 25-10-4 =1
av
m
N
ALL PLATES ARE LOCK20
Scale:0.227"=1'
APPROX. TRUSS WEIGHT: 177.4 LBS
Online Plus -- Version 11.5.017 EXCEPTIONS: MEMBR CSI P(LBS) M@1ST M@2ND
RUN DATE: 3- 7-02 A-H .0 10.0 K-DD = 737 T DD-G = 1199 C
F-D .0 10.0 G-F = 66 C G-EE = 1164 C
CSI SIZE LUMBER FB CONCENTRATED LOADS (LBS) EE-J = 752 T J-D = 905 C
TOP .39 4X 2 SP-DSS 3355 D 0 (LIVE) E-D - 6 T
BTM .26 4X 2 SP-DSS 3355 D 109 (DEAD)
WBS .41 4X 2 SPF-#3 825 SUPPORT CRITERIA DL+LL DEFL = .1411 AT E
EXCEPTIONS: JT REACT WIDTH JT REACT WIDTH LL DEFL = .09" < BRG-SPAN/360
I-H 2 4X 2 SPF-#3 825 LBS IN-SX LBS IN-SX LL DEFL (CANT) _ .12" < C/180
G-F G-EE EE-J SAME AS I-B C 96 3- 8 I 949 5- 8 SPAN/DEFL (DL+LL) = 999
J-D SAME AS I-H G 836 3- 8
PLATING CONFORMS TO TPI
LATERAL BRACING: PLATE VALUES MAY BE VERIED
TOP CHORD - CONTINUOUS MEMER CSI P(LBS) M@1ST M@2ND WITH ROBBINS ENGINEERING, INC.
BTM CHORD - CONTINUOUS TOP CHORDS GRIP BASED ON SPF 6 SYP LUMBER
TRUSS SPACING - 24.0 IN. A-S .11 0 T 0 -460 USING GROSS AREA TEST.
S-T .13 1261 C 471 -500 PLATES - 20 GAUGE LOCK
STANDARD LOADING T-U .15 1672 C 500 293 GRIPPING 380-174 PSI PER PAIR
LUMBER STRESS INCREASE: .09 U-V .15 1672 C -293 -375 INCLUDES .06 INCREASE
PLATE STRESS INCREASE: .08 V-W .16 1672 C 375 -399 TENSION 1339- 465 PLI PER PAIR
LOADING LIVE DEAD (PSF) W-X .12 736 C 399 -512 SHEAR 784- 506 PLI PER PAIR
TOP CHD 40.0 10.0 X-H .30 1522 T 532 -242
BTM CHD .0 5.0 H-Y .29 1522 T 242 -495 JT TYPE PLATE SIZE X Y
TOTAL 40.0 15.0 55.0 Y-S2 .14 774 T 79 8 A 4000 1.00 X 3.00 CTR CTR
CONCENTRATED LOADS (LBS) S2-Z .15 774 T -8 -232 B 9999 1.00 X 3.00 1.5 .5
D 290 (LIVE) Z-AA .22 1392 C 422 -305 C 4010 3.00 X 6.00 CTR CTR
D 109 (DEAD) AA-BB .25 1392 C 305 82 D 4010 4.00 X 6.00 1.5 1.5
SUPPORT CRITERIA BB-CC .25 1392 C -82 -484 E 4000 1.00 X 3.00 CTR CTR
JT REACT WIDTH JT REACT WIDTH CC-DD .22 1527 T 44 -195 F 1001 3.00 X 3.00 CTR CTA
LBS IN-SX LBS IN-SX DD-F .38 2200 T 195 -103 G 1070 5.00 X 8.00 CTR 1.5
7 528 3- 8 I 1373 5- B F-EE .39 2200 T 103 -604 H 1001 3.00 X 3.00 CTR CTA
1479 3- 8 EE-D .22 753 T 592 -2 I 1070 5.00 X10.00 CTR 1.5
BOTTOM CHORDS J 1010 4.00 X 6.00 CTR 1.5
LOAD CASE #1 UNBALANCED LOAD C-R .11 826 T 0 -81 K 1010 4.00 X 4.00 CTR 1.5
LUMBER STRESS INCREASE: .04 R-Q .26 1639 T 81 256 L 1050 3.00 X 3.00 CTA CTR
PLATE STRESS INCREASE: .09 Q-P .25 1672 T -256 -194 M 1030 3.00 X 3.00 CTA CTR
LOADING LIVE DEAD (PSF) P-0 .20 1331 T 194 33 N 1010 4.00 X 4.00 CTR 1.5
TOP CHD 40.0 10.0 0-I .08 689 C 0 -186 0 1010 4.00 X 4.00 CTR 1.5
BTM CED .0 5.0 I-N .OS 811 C 134 -175 P 1050 3.00 X 3.00 CTR...CTR--.-
TOTAL 40.0 15.0 55.0 N-S1 .14 1095 T -17 31 Q 1030 3.00 R 3.00 C:TR�--C1'(C
EXCEPTIONS: S1-M .15 1095 T -31 -118 R 1010 3.00 X 3.00.'CTR.rC2f- y
H-F .0 10.0 M-L .19 1392 T 118 147 S 1010 3. X 6.00 1 CTR:-'tv-R' D
CONCENTRATED LOADS (LBS) L-K .18 1255 T -147 -51 T 1010 .00 00 CT1 A.+
D 290 (LIVE) K-G .18 1811 C 17 -204 U 10011 1.00 R �00',C RR rCTR ?aj fi
D 109 (DEAD) G-J .13 1303 C 217 -30 V 1001 1.00 X 3. 0 CTR C191!
SUPPORT CRITERIA J-E .01 0 T 30 0 W 1010 4.00 X+a: 0 TA rl 5'�,)
JT REACT WIDTH JT REACT WIDTH WEBS X 1010 4.00 %) '
LBS IN-SX LBS IN-SX C-B = 21 C C-B = 21 C Y 1010 4.00 Mfldo
0 + 11cc
C 576 3- 8 I 798 5- 8 B-A = 41 C C-S = 979 C Z 1010 4.00 ] �[ LU
W
G 1046 3- 8 S-R = 531 T R-T = 462 C AA 1001 1.000•I CTR(- �
T-Q = 143 C Q-U = 55 T BE 1001 1.00f��,CTRG'- t U
LOAD CASE #2 UNBALANCED LOAD P-V = 219 C P-W = 540 T CC 1010 4.00 a TR 1.5
LUMBER STRESS INCREASE: .04 W-0 = 819 C O-X = 824 T DO 1010 4.00 X 6.
PLATE STRESS INCREASE: .04 X-I = 1283 C I-H = 105 C EE 1010 4.00 X 6. � a7�5' Py
LOADING LIVE DEAD (PSF) I-Y = 1168 C Y-N = 713 T S1 1100 3.00 X 6.00
TOP CED 40.0 10.0 N-Z = 686 C Z-M = 358 T S2 1100 3.00 X 6.00 /.�0 5,51QN
BTM CHD .0 5.0 M-AA = 160 C L-BB = 176 C
TOTAL 40.0 15.0 55.0 L-CC - 401 T CC-K = 715 C MAR
f�
ONLINE PLOSIm Version:11.5 017 Engineering-Portrait 03.'07,0MAR 2 9:21:05 AM Page 1 o/2 D V 2002
sob Mark Quan Type Span Pl-Hl Left OH Right OH Engineering
702030406 2F4 5 Mloo 270212 192 0 o
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
REVIEWED BY:
Robbins Engineering, Inc.
PO Box 280055
Tampa, FL 33682
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
1. TRUSSES MANUFACTURED BY -
TRIANGLE BUILDING PRODUCT
2. EMPIRICAL ANALOG IS USED.
3. UNBALANCED LOADS CHECKED
(UNBLN LD FAC a 1.00, .00).
C. PROVIDE 2X6 CONTINUOUS
STRONGBACKS (ON EDGE) AT
EVERY 120". FASTEN TO EACH
TRUSS W/ 3-16d NAILS.
of
NEw
S. , r0
077379
pROFES IoNP�
ONLINE PLU51ni Version:11.5.017 Engineering-Portrait 03;07/02 9.21'.05 AM Page 2 0l2 MAR 0 8 2002
Job Marx uan Type S an Pl-Hl Left OH Right OH Lngi7teering
T02030406 2F5 Q P g
5 M100 111100 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
HO 1-0-0 HO 1-0-0
m
0
0,
am oa
EPm 1-4-8 3-10-8 5-2-4 6-5-12 7-9-8 10-3-8 11-8-0 0y
TC"" 1-4-8 2-6-0 1-3-12 1-3-8 1-3-12_ 2-6-0 1-4-8
3x3 3x6.= 3x3- 3x3 3x3 3x3= 3x6= 3x3
1x3-A K L M N O P D 1x3-
8 iR E
1-0-0
C F
3x6= J 1 H G 3.6-
g4x4= 3x3= 3x3= 4x4= g
N:308 W:308
R: 641 R: 641
BC 2-9-0 2-6-12 2-9-0--
EP
- -0EP 2-9-0 5-3-12 6-7-4 9-2-0 11-11-0
11-11-0 -
ALL PLATES ARE LOCK20
Scale:0.486"=1'
APPROX. TRUSS WEIGHT: 74.5 LBS
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 B-A = 39 C C-K = 1100 C Robbins Engineering, Inc.
K-J = 637 T J-L = 586 C PO Box 280055
CSI SIZE LUMBER 1.15FB L-I = 218 T I-M = 104 C Tampa, FL 33682
"OP .32 4X 2 SPF-#2 1660 H-N = 104 C H-O = 218 T
BTM .63 4X 2 SPF-#2 1660 O-G = 586 C G-P = 637 T REFER TO ROBBINS ENG. GENERAL
WBS .32 4X 2 SPF-#3 951 P-F = 1100 C F-E = 20 C NOTES AND SYMBOLS SHEET FOR
LUMBER STRESS INCREASE: .08 E-D = 39 C F-E = 20 C ADDITIONAL SPECIFICATIONS.
REPETITIVE MEMBER INCREASES:
FB 15.0% FT .0% FC .0% DL+LL DEFL = .15" IN M-N NOTES:
LL DEFL = .11" < BRG-SPAN/360 1. TRUSSES MANUFACTURED BY -
LATERAL BRACING: SPAN/DEFL (DL+LL) = 933 TRIANGLE BUILDING PRODUCT
TOP CHORD - CONTINUOUS 2. EMPIRICAL ANALOG IS USED.
BTM CHORD - CONTINUOUS PLATING CONFORMS TO TPI 3. PROVIDE 2X6 CONTINUOUS
TRUSS SPACING - 24.0 IN. PLATE VALUES MAY BE VERIED STRONGBACKS (ON EDGE) AT
WITH ROBBINS ENGINEERING, INC. EVERY 120". FASTEN TO EACH
LOADING LIVE DEAD (PSF) GRIP BASED ON SPF S SYP LUMBER TRUSS W/ 3-16d NAILS.
TOP CHU 40.0 10.0 USING GROSS AREA TEST.
BTM CHD .0 5.0 PLATES - 20 GAUGE LOCK
TOTAL 40.0 15.0 55.0 GRIPPING 335-174 PSI PER PAIR
INCLUDES .06 INCREASE
SUPPORT CRITERIA TENSION 1339- 465 PLI PER PAIR
JT REACT WIDTH JT REACT WIDTH SHEAR 784- 506 PLI PER PAIR
LBS IN-SX LBS IN-SX
C 641 3- 8 F 641 3- 8 JT TYPE PLATE SIZE X Y
A 4000 3.00 X 3.00 CTR .7
B 9999 1.00 X 3.00 1.5 .5
MEMBR CSI P(LBS) M@1ST M@2ND C 4010 3.00 X 6.00 CTR 1.5
TOP CHORDS D 4000 3.00 X 3.00 CTR .7
A-K .23 0 T 0 -491 E 9999 1.00 X 3.00 1.5 .5
K-L .29 1449 C 491 -434 F 4010 3.00 X 6.00 CTR 1.5 ` Of NE yy Y
I.-M .32 2110 C. 434 -16 G 1010 4.00 X 4.00 CTR 1.5 [i S Q
M-N .31 2110 C 16 -16 H 1050 3.00 X 3.00 CTR CTR
N-0 .32 2110 C 16 -434 I 1030 3.00 X 3.00 CTR CTR O
O-P .29 1449 C 434 -491 J 1010 4.00 X 4.00 CTR 1.5 co
4jy,(1'
P-D .23 0 T 491 0 K 1010 3.00 X 6.00 CTR CTR
BOTTOM CHORDS L 1010 3.00 X 3.00 CTR CTR y)
C-J .30 928 T 0 -24 M 1001 3.00 X 3.00 CTR 2.2
J-I .60 1929 T 24 48 N 1001 3.00 X 3.00 CTR .7
I-H .63 2110 T -48 48 O 1010 3.00 X 3.00 CTR CTR \�1F� 077;7g-�
H-G .60 1929 T -48 -24 P 1010 3.00 X 6.00 CTR CTR A�
G-F .30 928 T 24 0 - Q!�Z�SS( P
WEBS
C-B = 20 C C-B = 20 C
ONLINE PLUSt"1 Version:11.5.017 Engineering-Portrait 03/07;02 9.21.06 AM Pagel MAR O 8 20Q
Job Mart Quan Type Span P1-H1 Left OH Right OH Engineering
02030406 2F6L 1 M100 220000 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
NO 1-0-0 NO 1-0-0
0
0
0
EP 21-10-8
TC 21-10-8
3x6= 1x3=
S2 D
3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3 3x3
A H J L N P R T V X Z BS DO FF HE JJ C
1-0-0 S E
3x3 I K M 0 Q S U W Y AA CC EE GG 11 KK x3
3x3 3x3.. 3x3. 3x3. 3x33x3 ' 3x3. 3x3 3x3 3x3. 3x3 3x3 3x3 3x3 3x3
S1
3x6=
EP 22-0-0
" _- -.. --- - 22-0-0 _
ALL PLATES ARE LOCK20
Scale:0.262"=1'
APPROX. TRUSS WEIGHT: 1C9.5 LBS
Online Plus -- Version 11.5.017 MEMBR CSI P(LES) M@1ST M@2ND DO 1001 3.00 X 3.00 CTR CTR
RUN DATE: 3- 7-02 EE-GG .00 0 T 0 0 EE 1001 3.00 X 3.00 CTR CTR
GG-II .00 0 T 0 0 FF 1001 3.00 X 3.00 CTR CTR
CSI SIZE LUMBER 1.15FB II-KK .00 0 T 0 0 GG 1001 3.00 X 3.00 CTR CTR
TOP .13 4X 2 SPF-#2 1660 KK-E .00 0 T 0 0 HE 1001 3.00 X 3.00 CTA CTR
BTM .00 4X 2 SPF-#2 1660 WEBS II 1001 3.00 X 3.00 CTA CTR
.BS .04 4X 2 SPF-113 951 B-A = 76 C I-H = 166 C JJ 1001 3.00 X 3.00 CTA CTR
EXCEPTIONS: K-J = 124 C M-L = 136 C KK 1001 3.00 X 3.00 CTR CTR
3-A 2 4X 2 SPF-113 951 O-N = 133 C Q-P = 134 C S1 1100 3.00 X 6.00 CTR .2
LUMBER STRESS INCREASE: .09 S-R - 134 C U-T - 134 C S2 1100 3.00 X 6.00 CTR .2
REPETITIVE MEMBER INCREASES: W-V - 134 C Y-X = 134 C
FB 15.09 PT .09 FC .09 AA-Z - 134 C CC-BB= 134 C "OVERLAPPING PLATES AT Z L S2
EE-DD= 133 C GG-FF= 136 C
LATERAL BRACING: II-HH= 124 C KK-JJ= 167 C REVIEWED BY:
TOP CHORD - CONTINUOUS D-C = 63 C E-D = 32 C Robbins Engineering, Inc.
BTM CHORD - CONTINUOUS E-D = 32 C PO Box 280055
TRUSS SPACING - 24.0 IN. Tampa, FL 33682
DL+LL DEFL - .01" IN JJ-C
LOADING LIVE DEAD (PSF) LL DEFL = .00" < BRG-SPAN/360 REFER TO ROBBINS ENG. GENERAL
TOP CED 40.0 10.0 SPAN/DEFL (DL+LL) - 999 NOTES AND SYMBOLS SHEET FOR
BTM CHD .0 5.0 ADDITIONAL SPECIFICATIONS.
TOTAL 40.0 15.0 55.0 PLATING CONFORMS TO TPI
PLATE VALUES MAY BE VERIED NOTES:
SUPPORT CRITERIA WITH ROBBINS ENGINEERING, INC. 1. TRUSSES MANUFACTURED BY -
CONTINUOUS BETWEEN JNTS B 6 E GRIP BASED ON SPF i SYP LUMBER TRIANGLE BUILDING PRODUCT
USING GROSS AREA TEST. 2. EMPIRICAL ANALOG IS USED.
PLATES - 20 GAUGE LOCK
MEMBR CSI P(LSS) M@1ST M@2ND GRIPPING 335-174 PSI PER PAIR
TOP CHORDS INCLUDES .09 INCREASE
A-H .13 0 T 9 -275 TENSION 1339- 465 PLI PER PAIR
H-J .13 0 T 275 -152 SHEAR 784- 506 PLI PER PAIR
J-L .08 0 T 152 -184
L-N .08 0 T 184 -176 JT TYPE PLATE SIZE X Y
N-P .08 0 T 176 -178 A 4000 3.00 X 3.00 CTR CTA
P-R .08 0 T 178 -177 B 4000 3.00 X 3.00 CTR CTR
R-T .08 0 T 177 -177 C 4000 3.00 X 3.00 CTR .7
T-V .08 0 T 177 -177 D 9999 1.00 X 3.00 1.5 .5
V-X .08 0 T 177 -177 E 4000 3.00 X 3.00 CTR CTR
X-Z .08 0 T 177 -177 H 1001 3.00 X 3.00 CTR CTR
Z-S2 .08 0 T 177 22 I 1001 3.00 X 3.00 CTR CTR
?_BB .08 0 T -22 -178 J 1001 3.00 X 3.00 CTR CTR
->B-DD .08 0 T 178 -176 X 1001 3.00 X 3.00 CTR CTR
7D-FF .08 0 T 176 -184 L 1001 3.00 X 3.00 CTR CTR
FF-HH .08 0 T 184 -151 M 1001 3.00 X 3.00 CTR CTR f N E W
HH-JJ .13 0 T 151 -277 N 1001 3.00 X 3.00 CTR CTR �} �.
JJ-C .13 0 T 277 0 0 1001 3.00 X 3.00 CTR CTR <i S. '� 0
BOTTOM CHORDS P 1001 3.00 X 3.00 CTR CTR
B-I .00 0 T 0 0 Q 1001 3.00 X 3.00 CTR CTR
I-K .00 O T 0 0 R 1001 3.00 X 3.00 CTR CTR �iG �.��✓jJ'
K-M .00 0 T 0 0 S 1001 3.00 X 3.00 CTA CTA
M-0 .00 0 T 0 0 T 1001 3.00 X 3.00 CTA CTR
O-S1 .00 0 T 0 0 U 1001 3.00 X 3.00 CTR CTR
S1-Q .00 0 T 0 0 V 1001 3.00 X 3.00 CTR CTR
Q-S .00 0 T 0 0 W 1001 3.00 X 3.00 CTR CTR
S-U .00 0 T 0 0 X 1001 3.00 X 3.00 CTR CTA
U-W .00 0 T 0 0 Y 1001 3.00 X 3.00 CTR CTR
W-Y .00 0 T 0 0 Z 1001 3.00 X 3.00 CTR CTR
AA_CC .00 0 T 0 0 HB 1001 3.00 X 3.00 CTR CTR OAAOFESSti�NPy
CC-EE .00 0 T 0 0 CC 1001 3.00 X 3.00 CTA CTR n
ONLINE PLUStm Version:11.5.017 Engineering-Portrait 03/07/02 9:21:06 AM Page 1 MAR 0 8 2002
T00304061
Job Marx Quan Type Span Pl-Hl Left OH Right OH Engineering
T0030406 2F7 1 CB 60600 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
HO 1-0-0 NO 1-0-0
0
0
EP 1-6-02-9-12 3-8-4 5-0-0 6-4-8 m
TC 1-6-0 1-3-12 _ 10-8 1-3-12 1-4-8
3x3 3x3= 3x3 3x3 3x3= 3x3
H I K L
z3=
1-0-0
A C
3x6
G J 3z6=
N773z3= 3x3=
I �
W:306 W:308
R: 357 R: 343
SC 2-9-12 -8 2-9-
EP 2-9-12 3-8-4 6-6-00
6-6-0-
ALL PLATES ARE LOCK20
Scale:0.696"=1'
APPROX. TRUSS WEIGHT: 53.5 LES
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 H-G = 216 T G-I = 101 C Robbins Engineering, Inc.
J-K = 101 C J-L = 215 T PO Box 280055
CSI SIZE LUMBER 1.15FB L-D = 514 C E-C = 56 C Tampa, FL 33682
TOP .11 4X 2 SPF-#2 1660 D-E = 28 C D-E = 28 C
BTM .19 4X 2 SPF-#2 1660 REFER TO ROBBINS ENG. GENERAL
WBS .14 4X 2 SPF-#3 951 DL+LL DEFL = .021' IN I-K NOTES AND SYMBOLS SHEET FOR
EXCEPTIONS: LL DEFL = .01" < BRG-SPAN/360 ADDITIONAL SPECIFICATIONS.
2 4X 2 SPF-#3 951 SPAN/DEFL (DL+LL) = 999
LUMBER STRESS INCREASE: .08 NOTES:
Iu PETITIVE MEMBER INCREASES: PLATING CONFORMS TO TPI 1. TRUSSES MANUFACTURED BY -
FB 15.0% FT .0% FC .0% PLATE VALUES MAY BE VERIED TRIANGLE BUILDING PRODUCT
WITH ROBBINS ENGINEERING, INC. 2. EMPIRICAL ANALOG IS USED.
LATERAL BRACING: GRIP BASED ON SPF 6 SYP LUMBER
TOP CHORD - CONTINUOUS USING GROSS AREA TEST.
BTM CHORD - CONTINUOUS PLATES - 20 GAUGE LOCK
TRUSS SPACING - 24.0 IN. GRIPPING 335-174 PSI PER PAIR
INCLUDES .0% INCREASE
LOADING LIVE DEAD (PSF) TENSION 1339- 465 PLI PER PAIR
TOP CHD 40.0 10.0 SHEAR 784- 506 PLI PER PAIR
BTM CHD .0 5.0
TOTAL 40.0 15.0 55.0 JT TYPE PLATE SIZE X Y
A 4010 3.00 X 6.00 CTR CTR
SUPPORT CRITERIA B 4000 3.00 X 3.00 CTR CTR
JT REACT WIDTH JT REACT WIDTH C 4000 3.00 X 3.00 CTR .7
LBS IN-SX LBS IN-SX D 4010 3.00 X 6.00 CTR CTR
A 357 3- 8 D 343 3- 8 E 9999 1.00 X 3.00 1.5 .5
G 1030 3.00 X 3.00 CTR CTR
H 1010 3.00 X 3.00 CTR CTR
MEMBR CSI P(LBS) M@1ST M@2ND I 1001 3.00 X 3.00 CTR 2.2
TOP CHORDS J 1050 3.00 X 3.00 CTR CTR
-
H-I .11 613 C 215 -75 L 1010 3.00 X 3.00 CTR CTR �� P,E1- S
I-K .10 613 C 75 -74
K-L .11 613 C 74 -218 Go 9
L-C .10 0 T 218 0 f� ..�.,
BOTTOM CHORDS w
A-G .16 433 T 0 -38 W
G-J .19 613 T 38 -38 ` •w
J-D .16 43BS4T 38 0 S+�O 0T73 •�
A-8 = 69 C A-H = 513 C AROFESSIONP�
ONLINE PLt1S1in Version:11.5 017 Engineering-Portrait 03;07/02 9.21:06 AM Page 1 MAR O 8 2W
Job MarkQuan Type .Span P1-Hl Left OH Right OH Engineering
102030406 F 2 1 BB 60600 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
HO 1-0-0 HO 1-0-0
0
0
EP 6-4-8 m
TC._ 6-4-8
3x3 3x3 3x3 3x3 3x3 3x3 3x3
nFuF H J L N
x3=
1-0-0
A
3x3 G L
R M O
3x3 3x3 3x31 3x3 ' 3z3 i 3x3
i
BC -
EP 6-6-0
6-6-0 -
ALL PLATES ARE LOCK20
Scale:0.741"=1'
APPROX. TRUSS WEIGHT: 36.6 LBS
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M02ND REVIEWED BY:
RUN DATE: 3- 7-02 WEBS Robbins Engineering, Inc.
A-B = 20 C G-F = 108 C PO Box 280055
CSI SIZE LUMBER 1.15FB I-H = 139 C K-J = 131 C Tampa, FL 33682
TOP .09 4X 2 SPF-#2 1660 M-L = 139 C O-N = 111 C
BTM .00 4X 2 SPF-#2 1660 D-E = 4 T E-C = 8 T REFER TO ROBBINS ENG. GENERAL
WBS .04 4X 2 SPF-#3 951 D-E = 4 T NOTES AND SYMBOLS SHEET FOR
EXCEPTIONS: ADDITIONAL SPECIFICATIONS.
A-B 2 4X 2 SPF-#3 951 DL+LL DEFL = .00" IN F-H
LUMBER STRESS INCREASE: .04 LL DEFL = .00" < BRG-SPAN/360 NOTES:
REPETITIVE MEMBER INCREASES: SPAN/DEFL (DL+LL) = 999 1. TRUSSES MANUFACTURED BY -
FB 15.04 FT .04 FC .04 TRIANGLE BUILDING PRODUCT
PLATING CONFORMS TO TPI 2. EMPIRICAL ANALOG IS USED.
LATERAL BRACING: PLATE VALUES MAY BE VERIED
TOP CHORD - CONTINUOUS WITH ROBBINS ENGINEERING, INC.
BTM CHORD - CONTINUOUS GRIP BASED ON SPF S SYP LUMBER
TRUSS SPACING - 24.0 IN. USING GROSS AREA TEST.
PLATES - 20 GAUGE LOCK
LOADING LIVE DEAD (PSF) GRIPPING 335-174 PSI PER PAIR
TOP CHD 40.0 10.0 INCLUDES .0% INCREASE
BTM CHD .0 5.0 TENSION 1339- 465 PLI PER PAIR
TOTAL 40.0 15.0 55.0 SHEAR 784- 506 PLI PER PAIR
SUPPORT CRITERIA JT TYPE PLATE SIZE X Y
CONTINUOUS BETWEEN JNTS A 6 D A 4000 3.00 X 3.00 CTR CTR
B 4000 3.00 X 3.00 CTR CTR
C 4000 3.00 X 3.00 CTR .7
MEMBR CSI P(LBS) M@1ST M@2ND D 4000 3.00 X 3.00 CTR CTR
TOP CHORDS E 9999 1.00 X 3.00 1.5 .5
B-F .06 0 T 9 -128 F 1001 3.00 X 3.00 CTR CTR
F-H .09 0 T 128 -191 G 1001 3.00 X 3.00 CTR CTR �� NE
H-J .09 0 T 191 -171 H 1001 3.00 X 3.00 CTR CTR y
J-L .09 0 T 171 -190 I 1001 3.00 X 3.00 CTR CTR S. MqC O
L-N .09 0 T 190 -129 J 1001 3.00 X 3.00 CTR CTR y ��
N-C .06 0 T 129 0 K 1001 3.00 X 3.00 CTR CTR f, ',.r
BOTTOM CHORDS L 1001 3.00 X 3.00 CTR CTR Q
A-G .00 0 T 0 0 M 1001 3.00 X 3.00 CTR CTR �. - '�•:• W
G-I .00 0 T 0 0 N 1001 3.00 X 3.00 CTR CTRV -
I-K .00 0 T 0 0 0 1001 3.00 X 3.00 CTR CTR
K-M .00 0 T 0 0 �lc� 0TJ'�'►9• Qi
24-0 .00 0 T 0 0 pq�FESSI�NP�
O-D .00 0 T 0 0
ONLINE PLUS""Version'.11.5.017 Engineering-Portrait 03!07,'029:21:07 AM Page 1 MAR 0 8 2002
Job
7' 203'040 Mark
4uan Type Span Pl-Hl Left OH Right OH Engineering
0 6 2F9 1 ss 61100 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
no 1-0-0 no 1-0-0
EP 1-6-0 2-9-12 4-1-4 5-5-0 6-11-0
TC 1-6-0 1-3-12_. 1-3-8 1-3-12 1-6-0
3x3 3x3= 3x3 3x3 3x3= 3x3
Z J K L
I
1-0-0
i
A 0
3x6- E G x6=
3x3= 3x3--
W:308
x3=W:308 W:308
R: 380 R: 380
_._-_--
EP 2-9-12 4-1-4 6-11-0
6-11-0 - -----
ALL PLATES ARE LOCK20
Scale:0.759"=1'
APPROX. TRUSS WEI3:'.T: 55.6 LES
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 A-B = 70 C A-I = 554 C Robbins Engineering, Inc.
I-H = 264 T H-J = 126 C PO Box 280055
CSI SIZE LUMBER 1.15FB G-K = 126 C G-L = 264 T Tampa, FL 33682
TOP .11 4X 2 SPF-,#2 1660 L-D = 554 C D-C = 70 C
BTM .21 4X 2 SPF-#2 1660 REFER TO ROBBINS ENG. GENERAL
WBS .15 4X 2 SPF-#3 951 DL+LL DEFL = .02" IN J-K NOTES AND SYMBOLS SHEET FOR
EXCEPTIONS: LL DEFL = .0211 < BRG-SPAN/360 ADDITIONAL SPECIFICATIONS.
A-B 2 4X 2 SPF-#3 951 SPAN/DEFL (DL+LL) = 999
1-C SAME AS A-B NOTES:
?IBER STRESS INCREASE: .0% PLATING CONFORMS TO TPI 1. TRUSSES MANUFACTURED BY -
c.EPETITIVE MEMBER INCREASES: PLATE VALUES MAY BE VERIED TRIANGLE BUILDING PRODUCT
FB 15.09 FT .0% FC .04 WITH ROBBINS ENGINEERING, INC. 2. EMPIRICAL ANALOG IS USED.
GRIP BASED ON SPF S SYP LUMBER
LATERAL BRACING: USING GROSS AREA TEST.
TOP CHORD - CONTINUOUS PLATES - 20 GAUGE LOCK
BTM CHORD - CONTINUOUS GRIPPING 335-174 PSI PER PAIR
TRUSS SPACING - 24.0 IN. INCLUDES .0% INCREASE
TENSION 1339- 465 PLI PER PAIR
LOADING LIVE DEAD (PSF) SHEAR 784- 506 PLI PER PAIR
TOP CHD 40.0 10.0
BTM CHD .0 5.0 JT TYPE PLATE SIZE X Y
TOTAL 40.0 15.0 55.0 A 4010 3.00 X 6.00 CTR CTR
B 4000 3.00 X 3.00 CTR CTR
SUPPORT CRITERIA C 4000 3.00 X 3.00 CTR CTR
JT REACT WIDTH JT REACT WIDTH D 4010 3.00 X 6.00 CTR CTR
LBS IN-SX LBS IN-SX G 1050 3.00 X 3.00 CTR CTR
A 380 3- 8 D 380 3- 8 H 1030 3.00 X 3.00 CTR CTR
i 1010 3.00 X 3.00 CTR CTR
J 1001 3.00 X 3.00 CTR 2.2
NE-OR CSI P(LBS) M@1ST M@2ND K 1001 3.00 X 3.00 CTR .7
TOP CHORDS L 1010 3.00 X 3.00 CTR CTR
B-I .09 0 T 9 -202
I-J .11 686 C 202 -122 y
J-K .10 686 C 122 -122
K-L .11 686 C 122 -202
L-C .09 0 T 202 -9 w W
BOTTOM CHORDS =
A-H .17 467 T 0 -30
H-G .21 686 T 30 -30 tP
G-D .17 467 T 30 0 F� 0
WEBS ARpFESS C�NP� p
ONLINE PLUStrn Version:115.017 Engineering-Portrait 03,07/02 921:07 AM Page 1 MAR 0 O 2002
Jon Mark Quan Type Span Pl-Hl Left OH Right OH Engineering
j"620304061 2F10 1 BB 60708 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
HO 1-0-0 HO 1-0-0
EP 1-6-0 2-9-12 3-9-12 5-1-8 6-7-8
TC, 1-6-0 1-3-12 1-0=0 1-3-12
3x3 3x3= 3x3 3x3 3x3= 3x3
I J K L
1-0-0
I
A
3x D
H G x6=
3x3= 3x3
X
W:308 W:308
R: 364 R: 364
BC -
EP 2-9-12 3-9-12 6-7-8
ALL PLATES ARE LOCK20
Scale:0.759"=1'
APPROX. TRUSS WEIGHT: 44.5 LBS
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 A-B = 69 C A-I = 525 C Robbins Engineering, Inc.
I-H = 230 T H-J = 108 C PO Box 280055
CSI SIZE LUMBER 1.15FB G-K = 108 C G-L = 230 T Tampa, FL 33682
TOP .11 4X 2 SPF-#2 1660 L-D = 525 C D-C = 69 C
BTM .19 4X 2 SPF-#2 1660 REFER TO ROBBINS ENG. GENERAL
WBS .14 4X 2 SPF-#3 951 DL+LL DEFL = .02" IN J-K NOTES AND SYMBOLS SHEET FOR
EXCEPTIONS: LL DEFL = .0111 < BRG-SPAN/360 ADDITIONAL SPECIFICATIONS.
A-B 2 4X 2 SPF-#3 951 SPAN/DEFL (DL+LL) = 999
D-C SAME AS A-B NOTES:
LUMBER STRESS INCREASE: .0% PLATING CONFORMS TO TPI 1. TRUSSES MANUFACTURED BY -
REPETITIVE MEMBER INCREASES: PLATE VALUES MAY BE VERIED TRIANGLE BUILDING PRODUCT
FB 15.0% FT .08 FC .0% WITH ROBBINS ENGINEERING, INC. 2. EMPIRICAL ANALOG IS USED.
GRIP BASED ON SPF S SYP LUMBER
LATERAL BRACING: USING GROSS AREA TEST.
TOP CHORD - CONTINUOUS PLATES - 20 GAUGE LOCK
BTM CHORD - CONTINUOUS GRIPPING 335-174 PSI PER PAIR
TRUSS SPACING - 24.0 IN. INCLUDES .06 INCREASE
TENSION 1339- 465 PLI PER PAIR
LOADING LIVE DEAD (PSF) SHEAR 784- 506 PLI PER PAIR
TOP CHU 40.0 10.0
BTM CHU .0 5.0 JT TYPE PLATE SIZE X Y
TOTAL 40.0 15.0 55.0 A 4010 3.00 X 6.00 CTR CTR
B 4000 3.00 X 3.00 CTR CTR
SUPPORT CRITERIA C 4000 3.00 X 3.00 CTR CTR
JT REACT WIDTH JT REACT WIDTH D 4010 3.00 X 6.00 CTR CTR
LBS IN-SX LBS IN-SX G 1050 3.00 X 3.00 CTR CTR
A 364 3- 8 D 364 3- 8 H 1030 3.00 X 3.00 CTR CTR
I 1010 3.00 X 3.00 CTR CTR
J 1001 3.00 X 3.00 CTR 2.2
NE-MR CSI P(LBS) M@1ST M@2ND K 1001 3.00 X 3.00 CTR .7
TOP CHORDS L 1010 3.00 X 3.00 CTR CTR
B-I .10 0 T 9 -212 p� PSL S.
I-J .11 634 C 212 -85 ��G�
J-K .10 634 C 85 -85 4 1
K-L .11 634 C 85 -212
L-C .10 0 T 212 -9
0:
BOTTOM CHORDS
A-H .17 443 T 0 -35 "� � t
H-G .19 634 T 35 -35 SOA Ong,
G-D .17 443 T 35 0
WEBS FESS)ONP�
ONLINE PLUS"n Version:11.5 017 Engineering-Portrait 03/07/02 9.21:07 AM Page t �Ar, 0 8 2009
Quan Type ,Span P1-H1 Left OH Right OH En
mar gineering
702030406 2 1 M100 20500 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
HO 1-0-0 HO 1-0-0
0
0
EP 3-0 1-2-8 2-2-0 m
TC 3-0 11-1-811-8 "IN
3x3 ''•3x3= 3x3
-`E
1-0-0
8 D
3x6 � x6=
L y V V
W:308 W:308
R: 315 R: 315
BC 2-5-0
EP 2-5-0
2-5-0
ALL PLATES ARE LOCH2O
Scale:0.704"=1'
APPROX. TRUSS WEIGHT: 19.4 LBS
Online Plus -- Version 11.5.017 DL+LL DEFL = .00" IN B-D REVIEWED BY:
RUN DATE: 3- 7-02 LL DEFL = .00" < BRG-SPAN/360 Robbins Engineering, Inc.
SPAN/DEFL (DL+LL) = 999 PO Box 280055
CSI SIZE LUMBER FB Tampa, FL 33682
TOP .06 4X 2 SPF-#2 1441 PLATING CONFORMS TO TPI
BTM .12 4X 2 SPF-#2 1441 PLATE VALUES MAY BE VERIED REFER TO ROBBINS ENG. GENERAL
WBS .10 4X 2 SPF-#3 825 WITH ROBBINS ENGINEERING, INC. NOTES AND SYMBOLS SHEET FOR
EXCEPTIONS: GRIP BASED ON SPF & SYP LUMBER ADDITIONAL SPECIFICATIONS.
B-A 2 4X 2 SPF-#3 825 USING GROSS AREA TEST.
D-C SAME AS B-A PLATES - 20 GAUGE LOCK NOTES:
LUMBER STRESS INCREASE: .OB GRIPPING 335-174 PSI PER PAIR 1. TRUSSES MANUFACTURED BY -
INCLUDES .0% INCREASE TRIANGLE BUILDING PRODUCT
LATERAL BRACING: TENSION 1339- 465 PLI PER PAIR 2. EMPIRICAL ANALOG IS USED.
TOP CHORD - CONTINUOUS SHEAR 784- 506 PLI PER PAIR
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y
A 4000 3.00 X 3.00 CTR CTR
LOADING LIVE DEAD (PSF) B 4010 3.00 X 6.00 CTR CTR
TOP CHU 40.0 10.0 C 4000 3.00 X 3.00 CTR CTR
BTM CHD .0 5.0 D 4010 3.00 X 6.00 CTR CTR
TOTAL 40.0 15.0 55.0 E 1010 3.00 X 3.00 CTR CTR
CONCENTRATED LOADS (LBS)
E 265 (LIVE)
E 99 (DEAD)
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
a 315 3- 8 D 315 3- 8
�� 0f ti yyY
MEMBR CSI P(LBS) M@1ST M@2ND �Q rit SL S
TOP CHORDS e
A-E .06 0 T 9 -116
E-C .06 0 T 116 -9 r
BOTTOM CHORDS : R
B-D .12 304 T 0 0 n
WEBS
B-A = 59 C B-E = 390 C �(nQ p 79.E
E-D = 390 C D-C = 59 C ARO�FSS1ONP4
ONLINE PLUStm Version 11,5 017 Engineering.Ponrad 03.97102 921:07 AM Page 1 MAR 0 8 9009
* s Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering
TO 0J0406 2FTG1 1 M100 270212 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
HO 1-0-0
HO 1-0-0
N V V O O !N N O N O N Y
�
OH ® m NJ ® =0 OV O l Oa OD 00-1& 0.9i O b m .�D a` m a` •O m OYI .�
W ®"O m W DH rt10D
_-63_-04 a _-11_-04 moo rn+i 220_-5_-98
.+a 2Tdy32 _-08 . 12
5x10= 5x10= 4x4
K I C
1x3 -
JJ � 3x6= 1
Sl
1x3= 4x4= 3x3= lx3 Ix3 3x6= 4x6= 3x3 5x10= 1x3 3x3= 3x3 ',_ 5x8= 3x3 _
A V W X Y E AA G BE �7 II DO EE C,/' FF E Z.Ys-
2X3°
1-0-0 B D
3x6= 1x3
U T S S2 R H L GG O N J S3 F
3x3= 3x3=4x4= 3x6=3x6= 5x12= RH 3x3 4x6= 1x3. 3x3= 3x10=M 3x6= 5x10=
$ 5x8= 4x6= X Cant:l- 2-12
P7:308 W:308 W:308
R: 546 R:2113 � R:1584
0
EP 2--9--0 5-3-12 m 9-1-12 11-9-4 14-1-8 a oa .-o m 22-3-4 a 25-10-4 0+
OO m m O+ m m m
r10 .ill .10 rte rCl •in •f`
27-2-12
ALL PLATES ARE LOCK20 Scale:0.219"=1'
APPROX. TRUSS WEIGHT: 179.2 LBS
Online Plus -- Version 11.5.017 LOAD CASE #2 UNBALANCED LOAD MEMBR CSI P(LBS) M@1ST M@2ND
RUN DATE: 3- 7-02 LUMBER STRESS INCREASE: .0% S3-F .19 1335 T -78 -146
PLATE STRESS INCREASE: .0% F-D .04 0 T 196 0
CSI SIZE LUMBER FB LOADING LIVE DEAD (PSF) WEBS
OF .44 4X 2 SP-DSS 3355 TOP CHO 40.0 10.0 B-A = 21 C B-A = 21 C
BTM .72 4X 2 SP-DSS 3355 BTM CED .0 5.0 A-JJ = 42 C B-V = 924 C
WBS .75 4X 2 SPF-#3 825 TOTAL 40.0 15.0 55.0 V-U = 481 T U-W = 407 C
EXCEPTIONS: EXCEPTIONS: W-T - 374 C T-X - 138 T
H-G 2 4X 2 SPF-#3 825 JJ-G .0 10.0 S-Y - 295 C S-Z = 758 T
L-K F-E SAME AS H-G E-C .0 10.0 Z-R - 981 C R-AA = 960 T
J-I 5 4X 2 SPF-#3 825 CONCENTRATED LOADS (LBS) AA-H = 1418 C H-G = 128 C
C 0 (LIVE) H-BB - 2203 C BB-HH= 1488 T
LATERAL BRACING: C 109 (DEAD) HH-K = 1525 C L-K = 134 C
TOP CHORD - CONTINUOUS I 290 (LIVE) K-GG = 1228 T GG-II= 329 C
BTM CHORD - CONTINUOUS I 109 (DEAD) O-DD = 291 C DD-N = 461 T
TRUSS SPACING - 24.0 IN. K 254 (LIVE) N-EE - 187 C EE-J - 385 C
K 95 (DEAD) J-I = 180 T I-M = 1258 C
STANDARD LOADING SUPPORT CRITERIA M-FF = 1158 T FF-F = 1775 C
LUMBER STRESS INCREASE: .04 JT REACT WIDTH JT REACT WIDTH F-E = 160 C F-C = 819 C
PLATE STRESS INCREASE: .0% LBS IN-SX LBS IN-SX D-C = 6 C
LOADING LIVE DEAD (PSF) B 6 3- 8 H 1610 3- 8
TOP CHD 40.0 10.0 F 1182 3- 8 DL+LL DEFL = .35" IN DD-EE
BTM CHD .0 5.0 LL DEFL - .27" < BRG-SPAN/360
TOTAL 40.0 15.0 55.0 LL DEFL (CANT) = .02" < C/180
CONCENTRATED LOADS (LBS) MEMER CSI P(LBS) M@1ST M@2ND SPAN/DEFL (DL+LL) = 885
C 290 (LIVE) TOP CHORDS
C 109 (DEAD) JJ-V .11 0 T 0 -444 PLATING CONFORMS TO TPI
I 290 (LIVE) V-W .15 1173 C 466 -525 PLATE VALUES MAY BE VERIED
I 109 (DEAD) W-X .23 1478 C 525 399 WITH ROBBINS ENGINEERING, INC.
K 254 (LIVE) X-Y .24 1478 C -399 -462 GRIP BASED ON SPF i SIP LUMBER
K 95 (DEAD) Y-Z .24 1478 C 462 -395 USING GROSS AREA TEST.
SUPPORT CRITERIA Z-AA .21 1343 T 11 -163 PLATES - 20 GAUGE LOCK
JT REACT WIDTH JT REACT WIDTH AA-G .44 2678 T 568 -399 GRIPPING 380-174 PSI PER PAIR
LBS IN-SX LBS IN-SX G-BB .40 2678 T 399 -393 INCLUDES .0% INCREASE
B 434 3- 8 H 2113 3- 8 BB-K .11 782 C 389 -45 TENSION 1339- 465 PLI PER PAIR
F 1584 3- 8 K-S1 .19 3024 C 45 -521 SHEAR 784- 506 PLI PER PAIR
S1-II .37 3024 C 521 -1275
LOAD CASE #1 UNBALANCED LOAD II-DD .37 3024 C 1275 637 JT TYPE PLATE SIZE X I
LUMBER STRESS INCREASE: .0% DD-EE .39 3408 C -637 -707 A 9999 1.00 X 3.00 1.5 .5
PLATE STRESS INCREASE: .04 EE-1 .29 3220 C 707 -158 B 4010 3.00 X 6.00 CTR
LOADING LIVE DEAD (PSF) I-PF .19 2209 C 158 -355 C 4010 4.00 X 4.00 1 I N iF
TOP CED 40.0 10.0 FF-E .16 682 T 54 -251 D 4000 1.00 X 3.00 Y
BTM CHU .0 5.0 E-C .16 682 T 251 -2 E 1001 3.00 X 3.00 G
TOTAL 40.0 15.0 55.0 BOTTOM CHORDS F 1010 5.00 X QS- 5' ti1,q
EXCEPTIONS: B-U .11 779 T 0 -99 G 1001 3.00 3.
G-E .0 10.0 U-T .26 1506 T 99 312 H 1070 5.00 X12. .5 1.C)
CONCENTRATED LOADS (LBS) T-S .24 1478 T -312 -266 I 1050 5.00 X10 .5
C 290 (LIVE) S-S2 .19 1092 T 266 6 J 1030 3.00 X10 (* 7 "•
C 109 (DEAD) S2-R .14 1092 T -6 51 K 1070 5.00 X10 0 TR "� W
I 0 (LIVE) R-H .18 1718 C -37 -270 L 1001 3.00 X 3 TR +•
I 109 (DEAD) H-HE .09 832 C 327 -12 M 1010 4.00 X 6. T j =.
K 0 (LIVE) HH-L .34 1976 T 7 484 N 1010 3.00 X 3. � U
K 95 (DEAD) L-GG .55 1976 T -484 -1395 O 1001 1.00 X 3. CTR
SUPPORT CRITERIA GG-0 .72 3025 T 1395 1637 R 1010 3.00 X 6.00 T162 <(�
JT REACT WIDTH JT REACT WIDTH O-N .72 3025 T -1637 -200 S 1050 4.00 X 4.00 .6 . pV
LBS IN-SX LBS IN-SX N-J .46 3561 T 200 182 T 1030 3.00 X 3.00 pc-cil
B 546 3- 8 H 1079 3- 8 J-M .41 3220 T -182 66 U 1010 3.00 X 3.00 CTR
F 833 3- 8 M-S3 .17 1335 T -66 78 V 1010 4.00 X 4.00 CTR 1. a
ONLINE PLUStm Version:11.5.017 Engineering-Portrait 03/07/02 9:21:08 AM Pagel o12 M^,`n Q 0 V 2009
*, ; ,Jolt- Mark Quan Type Span Pl-H1 Left OH Right OH Engineering
702030406 2FTGl 1 M100 270212 192 0 0 Cont.
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
W 1010 3.00 X 3.00 CTR CTR
X 1001 1.00 X 3.00 CTR CTR REVIEWED BY:
Y 1001 1.00 X 3.00 CTR CTR Robbins Engineering, Inc.
2 1010 3.00 X 6.00 CTR CTA PO Box 280055
AA 1010 4.00 X 6.00 CTR 1.5 Tampa, FL 33682
BE 1010 5.00 x10.00 CTR 1.5
DD 1050 3.00 X 3.00 CTR CTR REFER TO ROBBINS ENG. GENERAL
EE 1010 3.00 X 3.00 CTR CTR NOTES AND SYMBOLS SHEET FOR
FF 1010 5.00 X 8.00 CTR 1.5 ADDITIONAL SPECIFICATIONS.
GG 1030 4.00 X 6.00 1.5 1.5
HE 1010 5.00 X 8.00 CTR 1.5 NOTES:
II 1001 1.00 X 3.00 CTR CTR 1. TRUSSES MANUFACTURED BY -
JJ 4000 1.00 X 3.00 CTR CTR TRIANGLE BUILDING PRODUCT
S1 1100 3.00 X 6.00 CTR .2 2. EMPIRICAL ANALOG IS USED.
S2 1100 3.00 X 6.00 CTR .2 3. UNBALANCED LOADS CHECKED
S3 1100 3.00 X 6.00 CTR .2 (UNBLN LD FAC - 1.00, .00).
4. PREVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS.
S. PROVIDE 2X6 CONTINUOUS
STRONGBACXS (ON EDGE) AT
EVERY 120". FASTEN TO EACH
TRUSS W/ 3-16d NAILS.
f'NE y� r
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ONLNE PLUS"Version:11.5017 Engineering-Portrait 03/07/02 9.21:08 AM Page 2 of 2 MAR 0 8 2002
mark Quan Type Span Pl-Hl Left OH Right OH Engineering
702030406 2FTG2 1 BH 60600 192 0 0
U#0249 J#J202019 HOUSE #3 FIRST FLOOR
HO 1-0-0 HO 1-0-0
0 o m
0 0 0
EPOO 1-4-82-9-4 m 4-10-8 6-3-0 CO
TC" 1-4-8 1-4-12 T,^^ um 1-4-8 1-4-8
1x3 4x4- '18x8 1x3 4x4= 1x3
B I %N P K
Ix x3=
F E
1-0-0
A D
3x6= M O;23x6=
3x10= 3x3=
W:308 W:308
R: 510 R: 476
BC
EP 2-10-12 .�0 m 6-6-0
rRv ue�
0 0
m vI
6-6-0
ALL PLATES ARE LOCK20
Scale:0.630"=1'
APPROX. TRUSS WEIGHT: 48.4 LBS
Online Plus -- Version 11.5.017 MEMBR CSI P(LBS) M@1ST M@2ND REVIEWED BY:
RUN DATE: 3- 7-02 WEBS Robbins Engineering, Inc.
A-F = 25 C A-F = 25 C PO Box 280055
CSI SIZE LUMBER FB F-B = 49 C A-I = 823 C Tampa, FL 33682
TOP .12 4X 2 SP-DSS 3355 I-M = 453 T M-N = 278 C
BTM .18 4X 2 SP-DSS 3355 O-P = 218 C O-K = 524 T REFER TO ROBBINS ENG. GENERAL
WBS .26 4X 2 SPF-#3 825 K-D = 762 C E-C = 62 C NOTES AND SYMBOLS SHEET FOR
EXCEPTIONS: D-E = 31 C D-E = 31 C ADDITIONAL SPECIFICATIONS.
M-N 5 4X 2 SPF-#3 825
LUMBER STRESS INCREASE: .09 DL+LL DEFL = .03" IN A-M NOTES:
LL DEFL = .021' < BRG-SPAN/360 1. TRUSSES MANUFACTURED BY -
LATERAL BRACING: SPAN/DEFL (DL+LL) = 999 TRIANGLE BUILDING PRODUCT
TOP CHORD - CONTINUOUS 2. EMPIRICAL ANALOG IS USED.
BTM CHORD - CONTINUOUS PLATING CONFORMS TO TPI
TRUSS SPACING - 24.0 IN. PLATE VALUES MAY BE VERIED
WITH ROBBINS ENGINEERING, INC.
LOADING LIVE DEAD (PSF) GRIP BASED ON SPF 6 SYP LUMBER
TOP CHD 40.0 10.0 USING GROSS AREA TEST.
BTM CHD .0 5.0 PLATES - 20 GAUGE LOCK
TOTAL 40.0 15.0 55.0 GRIPPING 380-174 PSI PER PAIR
INCLUDES .0% INCREASE
CONCENTRATED LOADS (LBS) TENSION 1339- 465 PLI PER PAIR
N 218 (LIVE) SHEAR 784- 506 PLI PER PAIR
N 81 (DEAD)
JT TYPE PLATE SIZE X Y
SUPPORT CRITERIA A 4010 3.00 X 6.00 CTR CTR
JT REACT WIDTH JT REACT WIDTH B 4000 1.00 X 3.00 CTR CTR
LBS IN-SX LBS IN-SX C 4000 1.00 X 3.00 CTR CTR
A 510 3- 8 D 476 3- 8 D 4010 3.00 X 6.00 CTR CTR
E 9999 1.00 X 3.00 1.5 .5 of: NEW
F 9999 1.00 X 3.00 1.5 .5 Q� PSL S. ,y
MEMBR CSI P(LBS) M@1ST M@2ND I 1010 4.00 X 4.00 CTR 1.5 \V� q 9
TOP CHORDS K 1010 4.00 X 4.00 CTR 1.5 to
B-I .07 0 T 0 -327 M 1030 3.00 X10.00 7.5 CTR ,
I-N .11 1078 C 327 384 N 1001 8.00 X 8.00 1.5 4.2
N-P .12 1078 C -384 -467 O 1050 3.00 X 3.00 CTR CTR n ^� x
P-K .12 1078 C 467 -112 P 1001 1.00 X 3.00 CTR CTR Zw
R-C .05 0 T 112 0
BOTTOM CHORDS FQ 077379•N fp`
A-M .14 694 T 0 216ARUFESS)ONA�'
M-O .18 1078 T -216 -238
O-D .13 643 T 238 0
ONLINE PLUS'm Version:11.5 017 Engineering-Portrait 03/07'02 921:08 AM Page 1 MAR 0 8 2009
23i_Oii 3i_0,i
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5# ROOF T.
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WITH 6 X 6 10/10 OG 2 x 4 COLLAR TIE
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4b' . IR-30O F.G BATT INSUL
a POROUS FILL 1/2 GYPJ " O.G.
C
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OCCUPAPXY OR / s S.P#
DATE:
9 USE IS UNLAWFUL FEE: c/e/9.
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I�l,?°,! A I,tCP3 Y IFICYpy g_ 765NO�11802 FY U9LAM TO 4DING PPM NFORTTHE
with (4) # 5 Re bar each way in p
SOFFIT VENT (��°�°
C s `fl O CF OCCUPAF4CY 1 FOUNDATION - TWO REQUIRED
I J — yAy LSCdONg5T FOLLOWING INSPECTIONS:
L _ _J Housewrgp FOR POURED CONCRETE
press For garage door N1/2" 055 5heothln 2. ROUGH - FRAMING & PLUMBING
De
\ 2 g 4. FI
NAL TIO CONSTRUCTION MUST
X 4 Studs
JO 5T -IANGERS R2 3r7.G BBdat[ Insul. ALL COMPLETE FOR CONSTRUCTION C
CONSTRUCTIONSHALL MEET
UNEXCAVATED yp Porch Roof THE REQUIREMENTS OF THE N.Y.
F (5 Asphalt shingles STATE CONSTRUCTION & ENERGY
lit" Plywood CODES. NOT RESPONSIBLE FOR
— -
CROSS BRAG N6 2 x 6 r.r I6" O.C. DESIGN OR CONSTRUCTION ERROflS
cs MIDSPAN �� Soffit vent vinylsof soffit oc
T = UNDERWRITERS CERTIFICATE
— — _ _ L —
REQUIRED
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♦ — — — — — — — — — — — — — — Q 9 RATED PROVIDE
MOKE-DETECTING
O 5/4' x 6 cedar deckln
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ofR-1q F o BTT 1NSJL. / N.Y. STATE BUILDING CODE. N.Y.S BUILDING CODE.
In
X \^ W VU W
m 1 ( " Concrete Found. on _
m' x PROVIDE OPENINGS FOR PROVIDE
I-SCALD Ali
b" footing w/ (2) PRISHOCK PREVENTING
#5 Re bar each way
EMERGENCY ESCAPE AS
-r J ♦ ( 'I \ Q
REQUIRED BY PART. 714 OF DEVICES AS TO PARE 902.6(K)
N.Y. STATE BUILDING CODE, N.Y. STATE BUILDING CODE.
9
(2) 2 N 10 Under 6" OG
* L J GGA r a
X 6 - o GGA SILL, TERMITE 5HIELD, SILL SEAL PLUMBING If Copper tubing is Used
ANCHOR BOLTS 12" FROM ENDS b" OC ALL PLUMBING WASTE
Wal Above &WATER LINES NEED for Water distributing
system;
i TESTING BEf;1RE COVERING YpepIK=9 shall be
Dano proofing Oft
CER
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C CELLAR v� C _ U'"It LEADCONT%ryT f�zcir.7,,,_ DO NOT PROCL
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m , wall Above ♦ kh'ettU1�1U o OFF UNI14TInivi LOCATION
NriS BLtlu HrPROVED.
L _ � I— of I�LEriO;
' -etc slab an 6 m11 I�� l2° DIA GONG PIERS BUILDING 5EOTION
4° cone
vapor barrier and 4" porous TO 3'-O ' BELOW GRADE /4 ' - I' 0"
X compacted fill
(2,1 2 X 10 Under do _ _ ry I
WdlI Above ,� u0
m� 3-I/2" DId. steel column ryI
3'-0" x 3'-O" x 12" Poa mg
with (4) #5 each way PROJECT
�a O
L J 5Urr Type x over
furnace
F.L. 2 x to ® (//J�j BROOKV LLE
16" O.G.
washer — r1
if) in eam pocket
1i_2D ye `-� 1I �4I
aL — — — — _ — — — J
♦ f —1
J
b -O " 4" VENT THROUGH ROOF T 4' VENT THROUGH ROOF
4 0 0 T VICTOR GUNEO
E!, 2° ARGHITEGT
7 F1
154 Lourel
/2 3 East Northport, NY 11"131
FOUNDATION PLAN (F1R5T FLOOR FRANINGI 2 516; 261-2744
Lav Lav
W G
1 14" I'-O" I I
SMOKE DETECTORS PER N.Y.S CODE
/4
114 we rub 1_
Tub ,
2 3 g o ��� RAPT Js
CELLAR = 84 5.F 2 1 J �4 �R®h Cpp eC
3
G. CONCRETE
. All concrete used for foundation wails and interior slabs shall develop a minimum
A. GENERAL
I. The architect shall rot be responsible for, nor have control or charge of construction compressive strength of 3000 PSI at 28 days Lov sink 0181
means, methods, sequences, or procedures, or for safety precautions and progc
rams. c All concrete used far exterior walks, curbs or aprons Sha; develop a mirnmum Wy
Contractor shall be responsible for odepyately bracing and protecting all work during ompressive strength of 4000 as at 28 days wG wASH I 1 D.w
First Floor
construction against damage, breakage, collapse, distortion, and misallgnment, 3. All concrete work shall conform to all requirements and recommendations of AGI
according to applicable codes, standards and good practice 301-72 "Specifications far Structural Concrete For Bui'idngs"
2. All work shall conform to all State and local Building Godes and Ordinances, and 4. Coordirote size and location of all sleeves, openings, recesses and depressions 3"
re ulred b Architectiral and Mechan cal considerotions Fresh air inlet B"
SHOJI conform to the recommendation of the New York State Budding Code Nanual. °i. y 3. I above groae
3 The Contractor shall verify all existing conditions and dlmn
esnnn
'Ons before begig SHEET NUMBER of 3
D. STRUCTURAL Hoose trap
any work. -
I. All framing lumber shall be -Ir 02 Unless othe•wlse noted(1200 its, _
4. The Owner shall be responsible for all supervision during construction Fb) g Geller r--loon
5, Do not scale drawings 2. Woad that comes in contact with masonry and concrete small oe
B. FOUNDATION wolmarnzed/pressure treated, To approved septic
1. A11 Footings shall rest on undisturbed Boll of 2 T/SF bearingu
capacity ,Al! foot ngs 3 joists, rafters and beams shall have a min of 5' of bearng at ends / system —
I 4, Contractor shall ver!f the concrete Foundation wall for Ortho' bolt Iccations ./ e7 DATE: IG / 10 / OI
were designed upon this assumed soil bearing capacity. Contractor to field y SANITAR RISER
verify prior to the pouring of any footing and assume Full responsibility. elevations of top of Foundations and alignment, prior to erection. REVIs1oNs
2 All exterior wall footings shall be a m,nimum of 3'- o" oeiow grade Slope grade r All roof rafters joSts, and beams shall oe ancho-ed to suopor-.s with 'ib C30frgming gnG'n OrS NO. DATE
Away from foundation walls.
3. All Filled areas to be compacted lover by layer. / Exterior walls snail be 2 'x 4" wood studs ac i6" OG. Outslae to be covered with
'/2" exterior 055 sheathing
7.
t
� i
r �
axj ; N.Y.S Code - Basic Design Crlterlo
r &&
4 ,.�. 28310 28310 28310 Degree Days 6000
�",ry ' O Inside Temp Heating 72 degrees
u
Outside Temp Heating 02 degrees
v+ � 3+ 3'-O" N 4'-b" HIGH ALL I R.R. 2 X T Heating 10 degrees
15._O.�
U b" O.G.
G.J. 2 X U wall .066 1126 s.F + 159
3ss ,',.1 I6" O.G
{,' . Q o Bolt to roof rafters U roof/ceiling 050 890 sP + O
O
r,'ay '.' T 0 1 o I
6
X U glass/door .320 162 S.F. - 31
� .
0 \
U Floor .050 858 S.F. + O
2x10 F.j. 0 � m
Unf lnished Bedroom Complies with Part 6 Energy Code
GARAGE
Total Thermal Rating ------------------- + 126
0 5/8" Type x gyp. on x I
. „ x
walls and ce 1 Infiltration Loss for Windows Q Doors
47ME Air infiltratlon - Windows will not exceed OS GFM/LF. of operable sash crack.
Alr infiltratlon - Doors will not exceed 11.0 GFM/LF. of crack.
OF LAT CEILINGHeating Equipment d Controls
rift' clos t wall location to Temp. Controlintain co a clearance above Thermostat settings - Heating - 45 degrees to 75 degrees
L s irs Heating equipment s H.W. heater - Min officlency 755
mService water max, control temp - 140 degreesII' 4' -8 S'- " Insulotlon on Mechanical Systems
~ V I.F.
O U O X I p 4068 m Heat piping up to I" dia. - I'
_
v,u m 0 N tV Dbl f.�. N m� ry r `� CLOS - 0 -I/4" to 2-I/2" dla. - -I/2"
V N 2-1/2" 8 over - 2''
n 0 ( , Domestic water service up to I" - none
M X
Dbl. f.�� I �
T _ P . 2 X 10 N N Bedroom 2 Certification
^�Gt. •+ DN Bedroom 3
a dl N ( 0•C' n N ' _ p� certify that to the best of my knowledge and professional judgment, the design of
i 4 1 _ O dJ OS 5'-0" GLS. - the subsyste s For this project as detolled on these drawings has been made in
- conForJman ith Part b of the N.Y,5, Ener Conservation Code effective March I,
X Pn I 2'10" \yar m 1991 G' gy
M N I ® > I LIn �p
a , ry 9 -4,�
1 (NV 3'-O" q _6 c0
1 N Q
2'-6^ Ridge v
N - �� Attic —� SYMBOLS / ABBREVIATIONS
m ry n
Access O5 x N STRUCTURE / CENTER LINE
m Kitchen N
e
N p 0--0 Bath
, N
_ m (2) X IO m � � 2'-6" O5 SMOKE DETECTORS PER NY5 CODE
- HINGED DOOR
L, _ 7.-0.. 4'-6 _0..
pD
_ II'- a 13'_0" Dec _ N pROLEcr
6 7
�IWaste stack 5/4" x X I m ® WINDOW
- Cedar
M from above T
(3) 2 X 4 COLUMN deck N _ \ �/ ,\n
F.J. 2 X 10 - , G J. = GEIL0INGJ�OIST
Bath G T. = COLLAR TIES
m 0 5" Di 0 .D U ost Bedroo
BROOKV ILLS
6 X 0 ( Colum O 2 _O K _ �0 O BD. = BOARD
GYP, = 5HEETROCK C�
N N NO O � NciO F.G. = FIBERGLASS
0 Q ry n X
�•,�; �, X (2) 2 X 10 — i N R.R. 2 X 8 I6" O.G. ry ry ;g MIR N. MOOD RAFTERS
N N T x I U (3) 2 X 4 Column INIMUM
LIv. Room O 1 V.B. = VAPOR BARRIER
N N — Din. Room N - - - 1 - R = RISER
y — X �. �p G.J. 2x8 � 16" O.G
it w W Closet 2'-O" O PLY. = PLYWOOD
6 i Roof Below w EX EXISTING
t g . + ?, m F.J. 2 X 0 1
2 x 6 r.r Ib"
m 2 x 6 VICTOR CUNEO
ARCHITECT
154 Laurel Road,
East Northport, NY 11131
(516) 261-2744
i
- 26•_0" 5'-O" . '.•'� / - 26'_0'•_
FIRST FLOOR PLAN (SECOND FLOOR FRAMING) SECOND FLOOR PLAN CEILING/ROOF FRAMING)
` H93 Square Feet Living space SMOKE DETECTORS PER NY 5. CODE 1/4''
890 Square Feet living space
SHEET NUMBER. 2 OF 3
m. A
DATE, 10 / 10 / 01
REVISIONS
NO. DATE
F.G. Asphalt shingles
M :iki
EIE
T.O. 2nd Floor
TO. Floor h ___ ____ __ T.O. Floor
UnPlnlshed Bd. RM
Ll El
❑ ❑
❑ ❑ T.O. Floor h T.O. Ist Floor
Y
I I I
I I I I
LJ I I
I I
FRONT ELEVATION
I
a , .-01.
� _ - - - - - - - - - - - - - - - - �
RIGHT 510E ELEVATION
PROJECT
BROOKV I LLE
F.G. ASPHALT SHINGLES
6
® VICTOR CUNEO
ARCHITECT
X154 Laurel Road,
+ Fast Northport, NY 11751
(516) 2&1-2-T44
- VINYL SIDING T.O. 2ND FLOOR
❑ QI
J
7.0 I5T FLOOR
- - - MT
I
I
SHEET NUMBER 5 OF 3
I I I I
Step Foundation up I vertical to
� - - - - - - - - - - - - - - - - 2 horizontol
I I I I
I I
L — — —
/---4—
I DATE: IO / 10 / OI
— — REV151ON5
L _ _ — — J NO. DATE
REAR ELEVATION LEFT SIDE ELEVATION