HomeMy WebLinkAbout330 Lusitano Way - BR03-002783 - SFR ELEVATION CHANGEPERMIT ADDRESS
CONTRACTOR
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
e d
d
SUBDIVISIONV v6s cn
OZPERMIT # 7 DATE
PERMIT DESCRIPTION
PERMIT VALUATION
SQUARE FOOTAGE
I
CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building located at
330 LUSITANO WAY for
which permit '03-00002783 has heretofore been issued on 9/09/03
has been completed according to plans and specifications filed in the
office of the Buildin Official prior to the issuance of said building
permit, to wit as , mplies with all the
building, plumbing, electrica , zoningi n subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL Subdivision Regulations Apply: Yes No
DATE APPROVAL DATE APPROVAL
BUILDING: G
FIRE:
Finaled l7 low Inspected _
ZONING:
Inspected
UTILITIES:
Water Sewer
Lines In c' Lines In
Meter Sewer
Set Tap
Reclaimed
Water
ENGINEERING:
Street
Drainage Paved
Maintenance
Bond
PUBLIC WORKS:
Street
Name ' tj ' Street
Signs l S; Lights
Storm
Sewer Driveway
Street
Work
DESCRIPTION
WATER -SEWER IMPACT FEES
01-APPLCTN FEE -ELECTRIC
01-APPLCTN FEE -ELECTRIC
01-APPLCTN FEE -BUILDING
01-APPLCTN FEE -MECHANIC
01-APPLCTN FEE -PLUMBING
02-ENGNG DEVLPMT FEES
01-FIRE IMPACT - RESIDENT
01-LIBRARY IMPACT FEE
FEES PAID
DATE AMOUNT
10/03/03 20.00
11/18/03 20.00
9/09/03 10.00
11/24/03 10.00
10/01/03 10.00
9/09/03 10.00
9/09/03 59.27
9/09/03 54.00
PAGE:
CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building located at
330 LUSITANO WAY for
which permit 03-00002783 has heretofore been issued on 9/09/03
has been completed according to plans and specifications filed in the
office of the Building Official prior to the issuance of said building
permit, to wit as complies with all the
building, plumbing, electrical, zoning and subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL Subdivision Regulations Apply: Yes No
01-OPEN SPACE 9/09/03 279.61
01-PLAN ALTERATIONS 9/19/03 60.00
01-POLICE IMPACT - RESID 9/09/03 91.93
01-RADON GAS TAX FEE 9/09/03 12.27
01-ROAD IMPACT FEES 9/09/03 847.00
01-RECOVERY'FD/CERT. PGM. 9/09/03 12.28
01-SCHOOL IMPACT FEE 9/09/03 1384.00
WD IMPACT:SINGLE FAMILY 9/09/03 650.00
SD IMPACT:SINGLE FAMILY 9/09/03 1700.00
D a:3k M
OWNER BUILDING OFFICIAL / DATE
I I I I 1 1 I
I I I
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPEC
I I
SINGLE FAMILY RESIDENCE**' z
I I I I
i I II1
u o 1 r. N I
1DATE: \ oiC CO ca
I S' o
1
I
c- al eL":
R
I LA.
PERMIT #.C) `'- -
Z
AA R^ DDESS: < \ ci
CU
C
V V
u
c
n
Ln
CONTRACTOR: G (' O
PHONE #: yy i- 8 a -'A The
building division has prepared a Certificate of Occupancy for the above location
and is requesting final inspection by your department. After your inspection,
please sign off and date the C. O. or submit addendum if it has been
denied. or approved with conditions. Your prompt attention will be appreciated.
71
Engineering Public
Works tilitiest
n t
ti
CONDITION : (
TO OFire
r1' O
Zoning f1 Licensing
n + ONLY
IF cAPPROVAL IS CONDITIONAL)
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067=0077NATIONALFLOODINSURANCEPROGRAMExpiresDecember31, 200:
ELEVATIONS CERTIFICATE
Important: Read the instructions on pages 1- 7.
SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use:
BUILDING OWNER'S NAME Policy Number
D.R. HORTON
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
330 LUSITANA WAY
CITY STATE ZIP CODE
SANFORD FL 32773
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 92, BAKERS CROSSING, PHASE 2
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, If necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):
or NAD 1927 NAD 1983 USGS Quad Map Other.
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 83. STATE
SEMINOLE COUNTY 120289 SEMINOLE FLORIDA
B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATIONS)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding)
1202890045 E 4/17/95 4I17/95 A 24.5'
d i u. molcate ule source or the base noon Ltevauon (UrL) data or baseflood depth entered in 69.
FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC.
B11. Indicate the elevation datum used forthe BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: LJ Construction Drawings* Building Under Construction* ® Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed -see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, AR/AH, ARIAO
Complete Items C3.-a-ibelow according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum _ Conversion/Comments
Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? [}Yes ®No
pe
o a) Top of bottom floor (including basement or enclosure) 29. Eft(m)ca
o b) Top of next higher floor 39.3ft.(m)
o c) Bottom of lowest horizontal structural member (V zones only) NIA _ft.(m) o 0od) Attached garage (top of slab) 29. 1 ft.(m) E c
o e) Lowest elevation ofmachinery and/or equipment W ca
servicing the building (Describe in a Comments area) 29.0 ft.(m) E
o 0 Lowest adjacent (finished) grade (LAG) 27.5 ft.(m) z' m
o g) Highest adjacent (finished) grade (HAG) 29. 1 ft.(m)
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0
o i) Total area of all rmenent o nin s (flood vents) in Cl h 0 '
14
r q
pe g _sq. In. (sq. an)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by Jaw to certify elevation information.
I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001.
CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER A928
TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC.
ADDRESS CITY STATE ZIP CODE
320 E. SOUT ST 'ATE. 1 ORLANDO FL 32803
SIGNATURE]) DATE TELEPHONE
1 1f09104 (407) 426-7979
FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A, ; For Insurance company use:
BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
330 LUSITANA WAY
CITY STATE ZIP CODE Company NAIC NumberSANFORDFL32773
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION.(CONTINUED)
Copy both sides ofthis Elevation Certificatefor (1) communityofficial, (2) insurance agenUcompany, and (3) building owner.
GUMMEN 16
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL;
MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT
Check here ifattachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and ZoneA (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting information for a LOMAor LOMR-F,
Section C must be completed.
E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6and 7. If no diagram accurately
represents the building, provide a sketch orphotograph.)
E2. The top of the bottom floor (including basement orenclosure) of the building is _ ft.(m) _in.(cm) aboveor El Wow (check one) the highest adjacent grade, (Use
natural grade, if available).
E3. For Building Diagrams 6-8 with openings (seepage 7), the next higherfloor orelevated floor (elevation b) ofthe building is _ ft.(m) _in.(cm) above the highest adjacent
grade. Complete items C3.h and C3.i on front of form.
E4. The topof the platform ofmachinery and/or equipment servicing the building is _ ft(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E5. For Zone AO only: Ifno flood depth number is available, is the top ofthe bottom floor elevated in accordance with the community's floodplain management ordinance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner orowner's authorized representative who completes Sections A, B. C (Items C3,h and C3,i only), and E for Zone A (without a FEMA-issued or community -
issued BFE) or Zone AO must sign here. The statements inSections A, B, C, and Eare conectto the best ofmy knoWfedge.
PROPERTY OWNER'S OR OWNER'SAUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
Thelocal official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (orE), and G of this Elevation
Certificate. Complete the applicable item(s) and sign below.
G1. The information in Section Cwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state
or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2, A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) orZone AO.
G3. The following information (Items G4-G9) is provided for community floodplain management purposes.
G4. PERMIT G5. CERTIFICATE OF
G7. This permit has been issued for. New Construction Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) ofthe building is: _ft.(m) Datum:
I G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum:
I — —
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
Check here ifattachments
FEMA Form 81-31, January 2003 Replaces all previous editions
I
PLAT CIF SURVEY
DESCRIPTION'.(AS FURNISHED)
LOT 92, BAKERS CROSSING PHASE 2
AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA-
NOTE;
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE.
THE REQUIREMENTS SET FORTH IN THE
CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A).
TRACT „B,:
OPEN AREA
9
50.00' pS90`00'00"E 1' 30'
GRAPHIC SCALE
0. 15 30
LOT 92
i
1
2y 17.0
3'x3' o ;COVER6U 5. S
m 'PATIO
40.0'
TWO 0
LOT 91 0 C014REETETBLOCK 0 0 I O
0 WOOD FRAME o -
LOT 93 E 0-
RESIDENCE a
FINISH FLOOR a O 0 O0ELEVA710N= 29.59 Q
h 0
00 COVERED V) a 1
z ENTRY 0,
k _
19
7 "+ 15.0' 5.0' 5.0'. 3'
C W E CONCRETE ::
DRIVEWAY:. ma
3 10'
UTILITY EASEMENT WALK
IS iG
L'I9 WALK IS I 0.
5' OFF 0 - 0.4' OFF N90'
00,00"W 50.00'0 0 0 00
0v QI01Ni PT ---
70.00'_ _ I _ 350.00' - PI O S90'
00'00"E 420.00' O - J
LUSITANA
WAY CENTERLINE OF I (L CERTIFIED
TO AND FOR THE T „A" RIGHT-OF-WAY Q. TRACTEXCLUSIVE
USE OF: so'. RIGHT of WAY Q D.
R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY
NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA GARY
M. EARL AND ANN L. EARL NOTE:
1.
ALL DIRECTIONS AND DISTANCES HAVE BEEN
FIELD VERIFIED AND ANY s INCONSISTENCIES
HAVE BEEN NOTED ON THE LEGEND SURVEY,
IF ANY. - BUILDING
SETBACK LINE FND NAIL AND DISC 02. PROPERTY CORNERS SHOWN HEREON WERE CENTERLINE LB #4671 (01/8/04) SET/
FOUND. ON 01-8-04, UNLESS OTHERWISE RIGHT OF WAY 4
LINE
FND 1/2" IRON ROD AND CAP i tSHOWN. -
EXISTING ELEVATION LB Q6393 (01/8/04) 4
E..
CONCRETEo
CNA
CORNER NOT ACCESSIBLE I I
3. THE SURVEYOR HAS NOT ABSTRACTED THE DENOTES DELTA,ANCLE LAND
SHOWN- HEREON FOR EASEMENTS, RIGHT OF LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH I
WAY, RESTRICTIONS OF RECORD WHICH MAY LS LAND SURVEYOR C.B. DENOTES CHORD BEARING AFFECT
THE TITLE OR USE OF THE LAND. PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP
PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P)
PER PLAT - PRC DENOTES POINT OF REVERSE CURVATURE 4.
NO UNDERGROUND IMPROVEMENTS HAVE BEEN M) MEASURED Pr TPOINT OF TANGENCY LOCATED EXCEPT -
AS SHOWN. _ - FINDFOUND- C/W CONCRETE
WALK YTYPICAL A /C
AIRCONDITIONER 5/
W SIDEWALK CBW--CONCRETE
BLOCK WALL 5. NOT VALID WITHOUT THE
SIGNATURE AND THE CP CONCRETE PAD RP RADIUS POINT ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED CS CONCRETE SLAB r_ ` CHORD LENGTH CHU OVERHEAD
UTILITY LINE ID
IDENTIFICATION SURVEYOR AND MAPPER:
PK PARKER •
KALON POL POINT ON LINE R - RADIUS PCC POINT OF
COMPOUND CURVE POC POINT OF CURVE I
HAVE EXAMINED THE F.
I.R.M. COMMUNITY PANEL 1 HEREBY CERTIFY, THAT THIS BOUNDARY NO 120289 0045 E DATED
4/17/95 AND FOUND SURVEY; SUBJECT,.TOI,THE,,SURVEYOR'S NOTE THE SUBJECT PROPERTY APPEARS TO
LIE IN ZONE A, CONTAINED HEREON- MEETS `THE APPLICABLE AREA WITHIN 100 YEAR FLOOD
PLAIN., MINIMUM TECHNICAL STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED
ON SEMINOLE COUNTY BY THE FLORIDA BOARD OF PROFESSIONAL i VERTICAL CONTROL AS FURNISHED.
SURVEYORS AND. MAPPERS IN CHAPTER BEARINGS SHOWN HEREON ARE BASED
ON THE 61G17-6,•FLORIDA ADMINISTRATIVE CODE EASTERLY LINE OF LOT 92
AS PURSUANT TO.CHAPTER 472.027, FLORIDA BEING N00'00'00" E
PER PLAT. 5 STATUTES. FIELD DATE:) 9-26-03
6Z' REVISED: SCALE: 1" 30 FEETAPPROVED
BY: sJ FINAL 1-
08-04 CKS MSURVEYING AMERICAN & MAPPING ASM42142 JOB N0. FOUNDATION 10-
27-03 CKB
CERTIFICATION OF AUTHORIZATION NUMBER L3p6393 FOR THE MODEL CHANGE- B-
7-
03
JML 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA FIRM I I __
DRAWN BY:
PLOT
PLAN
07 24 03 SDO 32801- "(407)%426-7979 WILLIAM MU CATELLO JR. PS #492 DATE
10-03-203 9:52AM FROM P.1
a CrfY OFSANFORD PERMIT APPLICATION
Permit 3
2
47 LZ7_/
rTQ/ L
D8t : —
fob AddreSS: c [S p o2
Description of Work:
Historic District: Zoning: Value of Work:
AeW v^o qq Permit 'Type: Building Electrical _ Meeh ttI Plumbing Fire Spriakler/Alarrn Pool
Electrical: New Service - # of AMPS Addition/Alteration Change ofService Temporary Pole
Mechanical: Residential Non-ReSidenda! Replacement New (Duct Layout & Ertcrgy Cale. Required)
Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gras Lincs
Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial
Occupancy Type: Residential 1/ Commercial Industrial Total Square Footage:
Construction Type: # of Stories: of ,Dwelling units: Flood Zone: (FEMA form required for other Rhin X)
Parcel n;
Owners Name& Address:
Contractor Name & Address:
Phone & Faz: '
Bonding Company:
Address:
MortZage Lender:
Address:
4rchitect,(Enginecr.
Address:
LicenseNumber! laU r- Phone:
9..tloY Phone:
Fax:
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS,'FURNACES, BOILERS, HEATERS, TANKS, and AIR
CONDITIONERS, etc. BWNF,
g'S AFFIDAVI'C: I certify that all of theforegoing information is accurate and that all work will be done in compliance with all applieahlc. Nws rcruladnj construction
and zoning.; WARNING l'0 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMFNT MAY RESULT IN YOUR PAVING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDPA OR AN ATTORNEY
BEFORF, RECORDING YOUR NOTICE OF COMMENCEMENT, N
TfCGE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this
county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or Ndcral agencies. Acceptance
of permit is yerification drat I will notify the owner of the property of therequirements of Florida Lien Law, FS 713. SignanlN
Uf Owncr/Agent _ Date irnatuzc ofContractodA eut Datc Print
0-ncr/Agent': Name Print C: rector/Agent's Name - Signature
of Noiary•State of Horida Date ,gnMurc o ' tary•State of F on Uatc Owner/
Agcnt is ----J'ersonally Known to Me or Produced
I APPLICATION
APPROVED BY: Bldq: Zoning: Bonny
G Logan Contractor/
Agent is _A''craonally Known to Me or My Commission D0201551 ProducedIDT -j'.nExpiresMay 17 2007 Utilities: FD:
Initial & Date) (
Initial & Date) (Initial & Date) (Initial & Date) Spectnl Conditions;
7
PERMIT # 03 —a 63 DATE q` 1 103
ADDRESS 33d LU 5i
CONTRACTOR
PH #4C---i-" E'-) R 1 D 1 f. Z05 FAX # -0'-4- g5-3 c-10a8
DESCPRITION OF REVISION: Ue,,jp2h-pr, C
a
UTILITIESIN
SEp ,Z ?003
FIRE ,*
BLDG
4-0 8;-
8-0-0 LAT CL
M B1
L B 1
K Bl
Bi
A9
Bi
All
B1
A 2ND FLOOR BRG, Bl
A
B1
A B1"
AlAI BI .
AlA
B1
I AlA
1 All B1
AlA
I B1
U ii; B l
B1
Bi
A2 — B
j A2.
B
I. A2
B
A2
B
z
BGAB
E" BB
37 E BB AB --
LEDGER BRG,
8-0-0 BRG, AB 9-0-0 BRG.
13-4-0 BRG. IN ENTRY
plzwl,
19-8-0 5-4-0 15-0_0
ARr rIP,ALL BEARING'WALLS TO BE PLACED J L 1 PLY HGR.- `i CTICE!.! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS
PRIOR TO SETTING TRUSSES 2 FIQPLY.HGR. , . tENIGNEERED •DRAWINGS--LOADING--PITCH AND OVER/HANGSWALLSSHOWN. ARE TO BE BEk RING.. i ` 3 PLY HGR. SIGNED APPROVAL: X
49B, NUMBER: DR2289B DATE: 7-29-02 PITCH: LOAD:SHIN. s CCU
SPA ` CUSTOMER: D.R. H6RTON 407-
321-1440 BY: T.H JOB NAME: 2289 "B" ELEV, BRG: BLOCK x
0
0
0
I
CD
I
a
4o-n-
T23
T23III _ ._ _ .__..__.:_ In
0
T23 _ ___ __ _ __ _ _- _-:__::__=W:==:._ _ __: i 4 ,- 1ST FLOOR
fit. _- __.:==:-_a=.==.; __:__:_ _.__._ =_ __.= =:w=:= . , B R G, @ 8 - 0 - 0
li
j
w
00
119
J I
NOTE: PLACEMENT MAY: VARYT19 - -_a- -"---- = _ _ DUE TO FIELD CONDITIONSTIT -_.__ _ __::__._._: __._=.:__;__:. A C PLUMBING EC T.
1 SEE INSTALLATION GUIDE_
TT19 ,
CD
I.
0
I
0i
19-8-0 5_4-0 15-0-0
TRIM IT FLOOR SYSTEM
IA ri r1CC: ALL BEARING WALLS- - — - - TO BE PLACED 1 ( [
UT FACE/MT i II - - —` - - '— CTICE. REVIEW ALL SPAN DIMINSIONS--BRC. WALLS 1IPRIORTOSETTINGTRUSSES.. d, d MIT TOP/MT 1 ENGINEERED DRAWINGS--LOADING--PITCH AND' OVERHANGS
f L - _ - - ------ WALLS SHOWN ARE TO BE BEARING._ ._ 1A d SPC SIGNED APPROVAL X
CCU SPAN JOB NUMBER: DR22891k DATE: 7-2-01
407-321-144 CUSTOMER: D.R. HORTON
800-330-a008 BY:.D.H JOB NAME: , 2289 "K ELEV. 7
J
MiTek Industries Inc
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO 63017
July 24, 2003
The truss drawings referenced below, have been prepared under my direct supervision based
on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software.
Pages or sheets covered by this seal : I2.177515 thru I2177546. Total : 32 drawings.
Job :DR2289A
Builder :D. R. HORTON
Location :STANDARD MODEL 2289, ELEVATION .A
County :SEMINOLE 140T-2.9 Z
Truss Engineer :Junaidie Budiman, PE # 45161.
Address :14515 North Outer Forty Drive, Suite 300
Chesferfield, MO 63017
This serves as the cover sheet in conformance to Chapter 61 G15-31 Section 003 of the
Florida Board of Professional Regulation.
This package include: 1) 32 Truss drawing.
2) Truss Index.
CLANS E EWED
CITY OF SANFORD
July 24, 2003
Junaidie Budiman; PE
The seal on these -drawings indicate acceptance of professional engineering responsibility
solely for the truss components shown. The suitability and use of this component for any
particular building is the responsibility of building designer, per ANSVTPI 1-1995 Sec.2.
TRUSS INDEX OFJOBDR2289A Trusses
included=32 0,"\
DR2289A\a,.tre" 12177515- 1,"\
DR2289A\aa.tre" 12177516 2,"\
DR2289A\a11.tre" 1 2177517 3,"\
DR2289A\ala.tre" 12177518 4,'
7DR2289A\a2.tre" 121,77519 5,"\
DR2289A\a7.tre" _ 12177526: 6;"\
DR2289A\a9.tre" 12177521 7,"\
DR2289A\agab.tre" 12177522 8,"\
DR2289A\b.tre"° 12177523 9,"\
DR2289A\b1.tre" 12177524 1`
0,"\DR2289A\bb.tre"` 12177525' 11,"\
DR2289A\bbgab.tre" 12177526 12,"\
DR2289A\bgab1.tre" 12177527 13,"\
DR2289A\e.tre" 12177528 14,"\
DR2289A\egab.tre" 12177529 15,"\
DR2289A\f18.tre" 12177530- 16,'
1DR2289A\f19.tre" 12177531 17,'
1DR2289A\f23.tre" 12177532 18,"\
DR2289A\f23a.tre" 12177533 19,"\
DR2289A\ff19.tre" 12177534 20,"\
DR2289A\fg19.tre" 12177535 21,"\
DR2289A\fg23.tre" 12177536 22,"\
DR2289A\fg23aare" 12177537 23,"\
DR2289A\j.tre" 12177538 24,"\
DR2289A\k.tre", 12177539 25,"\
DR2289A\ka.tre" 12177540 26,"\
DR2289A\Ltre" 12177541 27, "\
DR2289A\l a. tre" . 1 2177542 28,"\
DR2289A\m.tre" 12177543 - 29,"\
DR2289A\ma.tre" 12177544 30,'
1DR2289A\mt.tre" 12177545 31,'
1DR2289A\s.tre" 12177546 i
131jjj No,
4 5161 STATE
OF YXQ
jeyirA.wo
s March
13, 2002 WARNING -
V.Wy &a gn parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. Design
valid for use only with MITek connectors. This design. Is based only upon parameters shown, and Is for an Individual building component to be _ Installedandloadedvertically.. Applicability of design parameters and proper Incorporation of. component Is responsibility of building -deslgnei - not truss — - designer.
Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibilityoftheerector.- Additional permanent brbrclnq of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89. Bracing Spectficatlon, and HIB-91 . jj ® Handling
Installing and Bracing Rocommondation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, Art i53719. - -
Symbols
PLATE LOCATION AND ORIENTATION
13/4 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches, Apply
plates to both sides of truss and
securely seat, .
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss andvertical'web,
This symbol indicates the
required direction of slots in
connector plates,
For tabular plating format refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots,
LATERAL BRACING
Indicates location of required
continuous lateral bracing.
BEARING
Indicates location of joints atUldwhichbearings (supports) occur.
FORM018,019
Numbering System
J2 J3 J4
TOP CHORDS
c2 c
o WEBS J5
Q
0 _
cr
o
O O
a.
0
1y V 0
a
ce c7 ce O
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
Md!
MiTeke
TM
PANEL
CLIP
HYDRO -AIR
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully, Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at I14 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified,
10. Top chords must be sheathed orpurlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14, Do not cut or alter truss member or,plate
without prior approval of a professional
engineer,
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
r I i
Job russ russ I ype JUNAIDIE BUDIMAN PE #45161 ty Ply H PITON 2289 A
DR2289A A 16472 Segovia Cir. N. ROOF TRUSS 3 1
12177515
Pembroke Pines, FI 33331-4627. optional)
A U N-TH, L W L, i ek Industries, Inc. 4. 1 1 s Aug 90 2 01 Mr ek Industries, Inc. Wed Mar 1 1: 4 2002 Page 1
1-0 0, 6-1-4 11-8-0 17-2-13 23-4-0
1-0-0 6-1-4 5-6-12 5-6-12 6-1-3
Scale= 1:41.7
4x6 =
4
6.00 12 -
2z4 \\ 2x4
3 5
6
2
1
o
3x4 = 8 7 - 3x4 -
3x4 - 5x6 - -
7-11-8 15-4-9 23-4-0
7-1 1-8 7-5-0 7-1.1-7
Plate Offsets (X,Y): [ -0- 1,[5:0-0-15, - -01, [7: -3- - -01
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LU 0.08 8 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 >999
BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.04 6 n/a
BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/dell = 360 Weight: 105 lb
LUMBER BRACING
TOP CHORD 2 X'4 SYP No.2D TOP CHORD Sheathed or-4-7-5 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (Ib/size) 6 = 1081 /0-4-0, 2 = 1 172/0-4-0
Max Horz 2=198(load case 4)
Max Uplift6 = -587(load case 5), 2=-681(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=17, 2-3=-1703,.3-4=-1476, 4-5=-1476, 5-6=-1702
BOT CHORD 2-8 =1510, 7-8 =1035, 6-7 =1509
WEBS 3-8 =-355, 4-8 = 534, 4-7 = 533, 5-7 =-354
NOTES. (5-4)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf,
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 6 and
681 lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.
y
LOAD CASE(S) Standard
kNo. 4 5161
oSTATE OF s•,
o REo,'' March
13,2002 WARNING -
Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®_ Design
valid for use only with MITek connectors. This design -k based only upon parameters shown, and Is for an individual building component to be • -____ _ - Installed
and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -_ designer.
Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility
of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance - iegaiding
fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling
Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drlve, Madison, WI 53719. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/
1'/1. * center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise,
Dimensions are in inches. Apply 1. Provide copies of this truss design to the_,
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat, J2 J3 Ja owner and all other interested parties..
B„ w
4 TOP CHORDS 2, Cut members to bear tightly against each17-1 ca
other,
J5
Q3, Place plates on each face of truss at each
oFor4x2orientation, locateL) ZVVEBS:
l
a joint and embed fully. Avoid knots and wane
plates from outside edge of
O
ti u
at joint locations.
truss and vertical web. d 0 a
o
4. Unless otherwise noted, locate chords licesP
at /4 length(' 6" frompanel adjacent joint,)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in
J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber,
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and
MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection,
PLATE SIZE 8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
The first dimension is the width
4 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
X perpendicular slots. in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins "
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed;
unless otherwise noted.
SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials,
14. Do not cut or alter truss member or.plate
without prior approval of a professional.
MiTek®
engineer.
15. Care should be exercised in handling,
PANEL
TM erection and installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORM018,019 LNG- 0 HYDRO -AIR®
Job Truss Truss Type ty ly H RT N2289A
JUNAIDIE BUDIMAN PE N45161 12177516
DR2289A Al ROOF TRUSS 16472 Segovia Cir, N. 1 1
Pembroke Pines, A 33331-,4627. optional)
AC U- pAN-TH,'L N W r ek Industries, Inc.. 4:2011 SR31 s Aug 20 2001 MiTek Industries, Inca Wed Mar, 1 8 51: 00 Page 1
1-0,0 6-2-12 11-8-0 19-5-12 2374-0
1-0-0 6-2-12 5-5-5 7-9-12 3-10-4-
Scale .= 1:42. E
4x8 II
6.00 FIT 2x4 =. - ..
3
2x4 ii
5
6 ._
M 2 ..
3.*00 T £ q
3x4 s 3x4 - 5x6 —
9-10-0 19-4-0 23-3-0 23-f1-0
9-10-0 9-6-0 3-11-0 0-1-0
LOADING (psf) SPACING -; 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) .: 0.13 8 - >999 M1120. 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.68 Vert(TL)`;,' -0.50 7-8' >457
BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.13 7 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360, Weight: 104Ib
LUMBER BRACING
TOP CHORD 2 X 4'SYP No.2D TOP CHORD Sheathed or 3-9-15 oc purlins.
BOT CHORD • 2 X 4.SYP No.21D ..BOT CHORD Rigid ceiling directly applied or 5-271 oc, bracing.
WEBS 2 X 4"SYP No.3 WEBS 2 Rows at pts 4-7 ,
REACTIONS (lb/size) ::6 = 7/0-3-0, 2 = 957/0-4-0, 7=1293/0-4-0
Max Horz 2=198(load case 4)
Max Uplift6 = -97(load case:6), 2=-569(load case 4), 7'=-700(load-case 5)`
Max Grav 6=111(load case 7), 2=957(load case 1), 7,=1293(load case 1)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2 =16, 2-3=-2259, 3-4=-1612, 4-5 = 394, 5-6 = 363
BOT• CHORD 2-8 = 2060, 7-8 = 938 6-7 =-321
WEBS 3-8=-565, 4-8=1143, 4-7=-1590, 5-7.=-421
NOTES (6-5)
1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds.at 25 ft above ground level, using 5.0 psf
top chord dead load and "5.0 psf bottom chord dead load, in the gable end roof' zone on an occupancy category II,
condition If partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind.- If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995, angle to grain formula. Building designer
should verify capacity of bearing surface:
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 6, 569 lb
uplift at joint 2 and 700 lb uplift at joint 7.
5) This truss has been designed with ANSI/TPI 1-1995 criteria. _
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. Bf f
LOAD CASE(S) Standard
v
kNo, 4516# -
10p k
O OTATI E 4F ref13
QN41.
March 13,2002
WPM
WARNING - VerVy design parameters and READ NOTES ON THISAND REVERSE SIDE BEFORE USE::. ® ®
Design valid toy use only with MITek connectors. Thls.design Is based only upon parameters shown, and Is tot an Individual building component to ,be .,
Installed and loaded. vertically. Applicability of design parameters and proper incorporatlon'of component Is responsibility of building designer- not trussdesigner. SolBracingshownIstotlateralsupportofindividualwebmembersonly. Additional temporary bracing to Insure stability during construction Is the '
responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibilityof the'building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing. Specification, and,HIB-91 A i A k® Handling. Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Ono010 Drive, Madison, WI53719. - fib' e mme
Symbols
PLATE LOCATION AND ORIENTATION
13/. *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
ye" .
0
0
For 4 x 2 orientation, locate
plates 1/8" from outside edge of otrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
0
0
U
a
0
r-
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS
ARE NUMBERED FROM LEFT TO RIGHT. PLATE
SIZE 4
The
first dimension is the width CONNECTOR PLATE CODE APPROVALS 4xperpendiculartoslots, Second dim-
ension is the length parallel to
slots. BOCA 86-93, 85-75, 91-28 LATERAL
BRACING HUD/FHA TCB 17.08 Indicates
location of required continuous
lateral bracing. ICBO 1591, 1329, 4922 SBCCI
87206, 86217, 9190 WISC/
DILHR 870040-N, 930013-N, 910080-N BEARINGIndicates
location of joints at which
bearings (supports) occur. MiTek°
M
PANEL
CTLIPFORM018,
019 r.aru-nuu ® OfY®RMAIR® Failure
to Follow Could Cause Property Damage
or Personal Injury 1.
Provide copies of this truss design to the building
designer, erection supervisor, property owner
and all other interested parties.. 2.
Cut members to bear tightly against each other,
3.
Place plates on each face of truss at each joint
and embed fully. Avoid knots and wane at
joint locations, 4.
Unless otherwise noted, locate chord splices at /
4 panel length(+ 6" from adjacent joint,) 5.
Unless otherwise noted, moisture content of lumber
shall not exceed 19 % at time of fabrication.
6.
Unless expressly noted, this design is not applicable
for use with fire retardant or preservative
treated lumber, 7.
Camber is a non-structural consideration and is
the responsibility of truss fabricator. General practice
is to camber for dead load deflection, 8.
Plate type, size and location dimensions:. shown
indicate minimum plating requirements, 9.
Lumber shall be of the species and size, and in
all respects, equal to or better than the grade
specified. 10.
Top chords must be sheathed or purlins provided
at spacing shown on design, 11.
Bottom chords require lateral bracing at 10 ft.
spacing, or less, if no ceiling is installed, unless
otherwise noted. 12.
Anchorage and/or load transferring connections
to trusses are the responsibility of others
unless shown. 13.
Do not overload roof or floor trusses with stacks
of construction materials, 14.
Do not cut or alter truss member or plate. without
prior approval of a professional engineer,
15.
Care should be exercised in handling, erection
and installation of trusses. . 1993
Mitek Holdings, Inc.
Job Truss Truss Type JUNAIDIE BUDIMAN PE 1145161 ty Ply H RT N A
DR2289A A11 ROOF TRUSS 16472 Segovia Cir. N. 1 1
12177517
Pembroke Pines, A 33331-462J, optional) A
U AN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries,Inc— WedMar- 1 age 1 1-
0-04 5-9-4 11-0-0 12-4-1 , 17-6-13 23-4-0 1-
0-0 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 Scale =
1:42.3 4x6 =
4x6 =
4
5 6.
00 F12 3x6 o - 3x6 3
6 m
to
7
2
Io
3x6 =
11 10 9 8 3x6 = 2x4
II 3x4 = 5x6 = 2x4 II 5-
9-4 11-0-0 12-4-1 17-6-13 23-4-0 5-
9-4 5-2-12 1-4-1 5-2-12 5-9-3 Plate
Offsets KY): (2:0-0- - -01; (5: - -1, -2-01, -15, -1- 1, [8: - -1 - -01, [9:0-3-0,0-3-01 LOADING (
psf) SPACING 2-0-0 CSI DEFL `.- in (loc) I/defl PLATES GRIP TCLL
30.0 Plates Increase. 1.33 TC 0.44 Vert(LL) 0.10 10-11 >999 M1120 249/190 TCDL
7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL
0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 7 n/a BCDL
10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/dell = 360 Weight: 116 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-10 oc purlins. BOT
CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-4 oc bracing. WEBS
2 X 4 SYP No.3 REACTIONS (
lb/size) 7=1079/0-4-0, 2 = 1 175/0-4-0 Max
Horz 2 = 189(load case 4) Max
Uplift 7 = -580(load case 5), 2=-695(load case 4) FORCES (
Ib) - First Load Case Only TOP
CHORD 1-2=34, 2-3=-1937, 3-4=-1357, 4-5=-1139, 5-6=-1358, 6-7=-1950 BOT
CHORD 2-11 =1639, 10-11 =1639, 9-10=1139-, 8-9 =1653, 7-8 =1653 WEBS
3-11 =133, 3-10=-579, 4-10=338, 5-9=341, 6-9=-595, 6-8=141 NOTES (
6-5) 11
This truss has been checked for unbalanced "loading conditions. 2)
This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition
11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed
to wind. If cantilevers exist, they are exposed to wind. If porches exist; they are not exposed to wind. The lumber
DOL increase is 1.33, and the plate grip increase is 1.33 3)
Provide adequate drainage to prevent water ponding. 4)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 580 lb uplift at joint 7 and 695
lb uplift at joint 2. 5)
This truss has been designed with ANSI/TPI 1-1995 criteria. 6)
THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. B
U piLOADCASE(
S) Standard C t
No.
4.5161 ,k 10
1 STAVE
OF QNaL
March
13,2002 wARmNG -
verm design parcuneters and Rear Nores ON THIS AND Remitse sms 1 zmm use. Design
valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed
and loaded vertically. Applicability of design parameters and proper Incorporation ofcomponent Is responsibility of, building designer - not truss designer.
Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility
of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 / Handling
Installlnq and Bracing Rm ocom*ndaMtlon available fromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. I®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property
11/4 *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise,
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat.
Ye J2 J3 J4 owner and all other interested parties.. ye„ TOP CHORDS 2, Cut members to bear tightly against eachczQ
other,
o WEBS 3, Place plates on each face of truss at each
oFor4x2orientation, locateO joint and embed fully, Avoid knots and wane
plates I/a" from outside edge of a IJ5_ at joint locations.
truss and vertical web, o- a 4. Unless otherwise noted, locate chord splices
o at I14 panel length(+ 6" from adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in
J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates. fabrication.
6, Unless expressly noted, this design is not
applicable. for use with fire retardant or.
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and
MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
PLATE SIZE 8. Plate type, size and location dimensions
shown indicate minimum plating requirements,
The first dimension is the width
4 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
X perpendicular slots. in all respects, equal to or better than the
dimension is the length parallel grade specified, to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. '
Indicates location of required 11. Bottom chords require lateral bracing at.10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials. ev®
14. Do not cut or alter truss member or plate
without prior approval of a professional.
Mipp / tTek®
engineer.
15. Care should be exercised in handling,
PANEL
TM
R ® '.:'
erection and installation of trusses.
1993 Mitek Holdings,.lnc. CLIP
FORM018,019 - TANG--L ® HYDRO,A/R®
Job. Truss_ Truss Type JUNAIDIE BUDIMAN PE t145161 ty Ply HORT N A
12177518
DR2289A AtA ROOF TRUSS 76472 Segovia Cir. N. 6 1PembrokePines, PI 33331-4fi2.7. 0 ti0nal)
A _ U- PA -TH; N W D, FL, Mi ek Industries, Inc. 4.201 1 s' Aug 2001 MI ek"Industries, Inc., Wed Mar' b 1 : Page 1-
1 0 0 6-2-12 11 8-0 ;• 19-5-12. - 23-4-0
1-0-0 6-2-12 - 5-5-5 7-9-12 3-10-4 Scale4 = 1:42.
4x8 II,.
6.00 _ 2x4 c
8 c .
M 2 M
3.00 7
o
3x6 5x6 = 3x4 =
9-10-0 19-4-0 23-4-0
9-10-0 9-6-0 4-0-0 ;
LOADING (psf) SPACING. 2-0-0 CSI DEFL in (loci I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0:87 VertlLLl' 0.21 8 >999 MI120 249/1.90
TCDL 7.0 Lumber Increase 1:33 BC 0.81 Vert(TL) ., -0.63 7-8 >439-
BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.17 6 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360. Weight: 1041b
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D "TOP CHORD Sheathed or 3-1-9 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt- 4-7
REACTIONS (Ib/size)'..6=1081l0-4-0; 2.=1172/0-4-0
Max Horz 2=198(load case 4)
Max Uplift6=-587(Ibad case 5); 2=-681(load case 4)
FORCES (Ib) -First Load Case Only
TOP CHORD 1-2=1.6, 2-3=-3138, 3-4=-2516, 4-5=-1872,
Design valid tot use only wRh,MITek connectors. This design. Is based only upon parameters shown, and Is for an Individual building component to be,M_
PH
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss
designer. Bracing. shown Is lot lateral suppod of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent bi cing-of the overall structure is the responsibility of the building designer. For general guidance -
regarding labrloation, quality conitol, storage, delivery, erection and bracing, consult CST-88 Duality Standard; DSB-89 Bracing Specification, and HIB•91
Handling Installlnq and Bracing. Recommendallon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. ® M
5-6 —'-1927
0% STATE OF J
ORI
WARNING - Ver{ jy design para.mcil and READ NOTES ONTMS AND RE VERSE SIDE BEFORE USE.
Symbols
PLATE LOCATION AND ORIENTATION
44 le-1 i. * Center_ plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. -Apply
plates to both sides of truss and
securely seat.
T
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dinTension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
continuous lateral bracing.
BEARING
mrL i Indicates location of Joints at
which bearings (supports) occur,
FORM018,019
0
O
U
a
0
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
0
O
U
a
0
MiTek
O
TM
PANEL
CLIP
GANG -NAIL p HYDRO -AIR
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the .
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at 1A panel length(' 6" from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber. -
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection,
8. Plate type, size and location dimensions:
shown indicate minimum plating requirements,
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified,
10. Top chords must be sheathed or purlins
provided at spacing shown on design,
11. Bottom chords require lateral bracing at 10,
ft. spacing, or less, if no ceiling is installed, -
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13. Do not overload roof or floor trusses with
stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer,
15, Care should be exercised in handling, '.
erection and installation of trusses,
1993 Mitek Holdings, Inc.
A
Job Truss ruse Type JUNAIDIE BUDIMAN PE #45161 ty Ply H N A
12777519
DR2289A A2 ROOF TRUSS 16472 Segovia Cir. N. 5 tPembrokePines, FI 33331-4627. optional) U- A -
W L, MI ek Industries, Inc. 4. R1 s Aug 20 2001 MI ek Industries, Inc. Wed Mar 13 08:51:06 2002 Page 1 1-0-
0 6-2-12 11-8-0 15-6-4 19-8-0 1-0-
0 6-2-12 5-5-5 3-10-4 4-1-12 Scale = 1:
36. 4x6 = 4
3x4
5
6.
00
PT 2x4 c 3 2x4
II
6 9
5x6 =
9
l
3x4 =
01
3.
00 r11 £ 3x4 3x4
a
9-10-
0 14-7-4 19-8-0 9-10-
0 4-9-4 5-0-12 LOADING (psf)
SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.
0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.14 9 > 999 M1120 249/190 TCDL 7.
0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.43 2-9 > 542 BCLL 0.
0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.13 7 n/a BCDL 10.
0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 98 lb LUMBER BRACING
TOP CHORD
2 X 4 SYP No.2D w TOP CHORD Sheathed or 3-8-0 oc purlins, except end verticals. BOT CHORD
2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-2-1,4 oc bracing. WEBS 2
X 4 SYP No.3 REACTIONS (Ib/
size) 2 = 1001 /0-4-0, 7 = 910/0-4-0 Max Harz
2 = 301 (load case 4) Max Uplift
2 ='-597(load case 4), 7=-469(load case 5) FORCES (lb) -
First Load Case Only TOP CHORD
1-2=16, 2-3=-2439, 3-4=-1797, 4-5=.-1123, 5-6=-0, 6-7=-146 BOT CHORD
2-9 = 2224, 8-9 =1093, 7-8 = 977 WEBS. 3-
9 =-558, 4-9 = 1175, 4-8 =-106, 5-8 =168, 5-7 =-1343 NOTES (6-
5) 1) This
truss has been checked for unbalanced loading conditions. 2) This
truss has been designed for the wind loads generated by 120 mph winds:at 25 ft above ground level, using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33 3) Bearing
at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface. 4) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 597 lb uplift at joint 2 and 469 lb
uplift at joint 7. 5) This
truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS
DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(
S) Standard ` ,••P'l r .. / NO, 4
5161 nC eon ;
STATE
March 13,
2002 WARMNO - VerM
design parameters and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. ®®® Design valid
tot use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component -to be Installed and
loaded vertically. Applicability of design parameters and proper Incorpoiatlon of component is responsibility of building designer- not truss designer. Bracing
shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of
the erector. Additional permanent bt'acing ofthe overall structure. Is the responsibility of the bullding designer. For general guidance tegarding tob6cotion,
quality conbol, stotage, delivery, election and bracing, consult GST-88.Ouallly Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling InstalllnqandBracingRocommendatlonavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, Wl53719.
Symbols
PLATE LOCATION AND ORIENTATION
13/4 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat. A
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web,
This symbol indicates the
required direction of slots in
connector plates,
For tabular plating format refer to the
MiTek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
continuous lateral bracing.
BEARING
Indicates location of joints at
which bearings (supports) occur.
Numbering System
J2 J3 J4
TOP CHORDS
ca
MAOQ
0 0
U uN Oa0ac ce
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTek•
O
TM
PANEL0... CLIP
HYDRO-AW
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the .
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at I/4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements,
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14, Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job Truss Truss I ype JUNAIDIE BUDIMAN PE 945161 ty Ply H PITON A
16472 Segovia Cir. N. 12177520
DR2289A A7 ROOF TRUSS Pembroke Pines, FI 33331-4627, 1 1
optional)
A U A - L N W , L, MiTek Industries, Inc. 1 R1 s Aug 20 9001 Mr ek Industries, Inc. Wed Mar 1 1: age 1
1-0-04 3-9-4 7-0-0 1 11-8-0 16-4-1 1 19-6-13 23-4-0
1-0-0 3-9-4 3-2-12 4-8-0 4-8-0 3-2-12 3-9-3
Scale = 1:42.1
5x8 =
2x4 II 5x8 =
4 5 6
6.00 12 - i,, -
2x4 2x4 i
3 7
8
0 2 m
Ia
0 0
3x8 = 11 10 9 3x8 =
3x4 = 5x8 = 3x4 =
7-0-0 11-8-0 16-4-1 23-4-0
7-0-0 4-8-0 4-8-0 6-11-15
Plate Offsets (X,Y): [ - - -1 , [4:0-2- - -1 1, [6:0-2-1, - -1 1, [7:0-1- -1-t 1, [ -8- - -1 1, [ -1-15, -1- 1, [1 -4- ,0- - 1
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.24 10 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.29 10-11 > 956
BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.11 8 "n/a
BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 366 Weight: 122 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D "Except' TOP CHORD Sheathed or 3-0-13 oc purlins.
4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing.
BOT CHORD 2 X 4 SYP No.2D
WEBS 2 X 4 SYP No.3 -'
REACTIONS (Ib/size) 8 = 2193/0-4-0, 2 = 2284/0-4-0
Max Horz 2=135(load case 4)
Max Uplift8=-1281(load case 4), 2=-1487(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=17, 2-3=-4228, 3-4=-4058, 4-5=-4347, 5-6=-4347, 6-7=-4056, 7-8=-4225
BOT CHORD 2-11 =3728, 10-11 =3677, 9-10=3676, 8-9=3724
WEBS 3-11 =-95, 4-11 =815, 4-10=837, 5-10=-810, 6-10=839, 6-9=814, 7=9=-92
NOTES (7-6)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition. II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical cormection (by others) of truss to bearing plate capable of withstanding 1281 lb uplift at joint 8 and
1487 lb uplift at joint 2.
5) This truss has been designed with ANSI/TPI 1-1995 criteria. !`
6) Special hanger(s) or connection(s) required to support concentrated load(s) 602.71b down and 724.81b up at 16-4-1, and t
603.21b down and 725:O1b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the ..;••
building designer. } .••"/
7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. '•:.P q-"!/
LOAD CASE(S) Standard * a 4 jj 611) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 -
Uniform Loads (plf) 10 Y)[.
Vert: 1-4=-74.0, 4-6=-160.3, 6-8=-74.0, 2-11=-20.0, 9-11=-43.3, 8-9=-20.0 -0 , _ OFConcentratedLoads (Ib) p "TAT .
Vert: 11=-603.2 9=-602.7 . ' •
0R
Q aL
March 13,2002
WARNING - Veryi; design parameters and READ NOTES oNTms AND REVERSE SIDE BEFORE USE. ®®
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown. and Is for an Individual building_, componentto be Installed
and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not quss . designer.
Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during conshuctlon is the responsibility
at the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding
tabrloation, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M HandlingInstalllnaandBracingBocommondatlonavailablefromTrussPlateInstitute, $83 D'Onofilo Drive, Madison, WI53719. '®
Symbols
PLATE LOCATION AND ORIENTATION
Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches: Apply
plates to both sides of truss and
securely seat.
For 4 x 2 orientation, locate
plates I /8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates,
For tabular plating format refer to the
MITek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
continuous lateral bracing.
BEARING
gr1A Indicates location of joints at
which bearings (supports) occur.
os
FORM018,019
Numbering System
J2 J3 J4
TOP CHORDS
c2 c3
o WEBS J5
a:
0 0
O
a
0L-JL-CN43 C7
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM. LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190.
WISC/DILHR 870040-N, 930013-N, 910080-N
M!
MiTeke
TM
PANEL
CLIP
MYDRD,40R
Failure to Follow Could Cause Property
Damage or Personal Injury
l . Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties.,
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at /4 panel length(+ 6" from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6, Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions.
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14, Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
j
F—
lob Truss Truss Type JUNAIDIE BUDIMAN PE N45161 ty Ply H RT N 2289 A
DR2289A A9 16472 Segovia Cir. N. ROOF TRUSS t 1
12177521
I Pembroke Pines, Fr 33331-4627. optional)
ACCU-SPAN-TH, L N W D; FL 4. T 1 s Jan)02 MiTek Industries, Inc. Tue Mar 12 1 : Page 1
1-0-0 4-9-4 9-0-0 .. 14-4-1 a :16-6-13 . - 23-4-0
1-0-0 - 4-9-4 4-2-12 5-414-2-12 , 4-9-3. Scale =
1:41.7 46
4x8 =
4
5 2x4
zxa, Io
3x4 =
9 8 3x4 = 3x8, -
5x6 — o10-
0 14-4-1 -. 23-4-0 - - - 9-
0-0 54-1 8-11-15 Plate
Offsets (X,Y): [5:0-5-4,0- -01,[ :0- - -01 LOADING (
psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl' PLATES GRIP TCLL -
30.0 Plates Increase 1.33 TC 0.48 Vert(LL) .. 0.08 9 > 999 M1120 - „' 249/190 TCDL
7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.19 7-8 > 999 BCLL
0.0 Rep Stress Incr YES WB 0.15, Horz(TL) 0.05 7 n/a BCDL
10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight:'11.1 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-12 oc purlins. BOT
CHORD 2 X 4: SYP No.2D ' BOT CHORD Rigid ceiling directly applied or 6-2-1,5 oc bracing. WEBS
2 X 4 SYP'No.3 REACTIONS (
Ib/size) 7 = 1081 /0-4-0, 2 1 172/0-4-0 Max
Horz 2 =163(1oad case 4) . Max '
Uplift7=-556(load case 5), 2=-720(load case 4) FORCES (
lb) - First Load Case Only TOP
CHORD 1-2=17, 2-3=-1.773, 3-4=-1439, 4-5=-1295, 5-6=-1439, 6-7'=-1772 ' BOT
CHORD - 2-9 =1568, 8-9 =1295, 7-8 =1567 WEBS
3-9 = -317, 4-9 = 286, 5-9 = 0, 5-8 = 285, 6-8 = -316 NOTES
1)
This truss has been checked for unbalanced loading conditions. 2)
This truss has been designed for the wind loads generated by 120 mph winds at 25 fttabove ground level, using, 5.0, psf top chard
dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an'occupancy category II, condition.11 partially
enclosed' building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals"exist, they are not exposed to wind.
If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase
is 1.33, and the plate grip increase is 1.33 3)
Provide adequate drainage to prevent water ponding.r, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 556 lb uplift at joint 7 and 720 lb uplift
at joint 2: 5)
This truss has been designed with ANSI/TPI 1-1995'criteria. 6)
THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED: LOAD
CASE(S) Standard U
SIFl;
f No,
4.5161 ,x STATE
4F March
13,2002 WARNING -
VeWy design parameters and REdD NOTES ON THIS AND REVERSE &WE BEFORE USE. ®® ® Design
valid for use only with MITek connectors. This design Is `based only upon parameters shown, and Is for an Individual bulkding component to be MAI_ ; Installed
and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not buss - deslgner:
Bracing shown is lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility
of the erector. Additional permanent brhrcing of the overall structure Is the responsibility of, the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 ITekp Handling. Installina and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719.
Symbols
PLATE LOCATION AND.ORIENTATION
1'/. * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches; Apply
plates to: both sides of truss and
securely seat.
For 4 x 2 orientation, locate
platen 1 /8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
0
0
U
a
0
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28 "
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR. 870040-N, 930013-N, 910080-N .
BEARING.
Indicates location of joints at
which bearings (supports):occur,
MoTek®
TM
PANEL
CLIP
FORM018,019 canniG-way,® M1i(a%RMAIR O .
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully, Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at /4 panel length(' 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions, -
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12, Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate:
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply HRTON-2289 A
DR2289A AGAB 16472 Segovia Cir. N. ROOF TRUSS 1 1
12-1775 22
Pembroke Pines, Fl 33331-4627. optional)
A U- PAN-TH, L N W D, L : 4. 01 R1, s Jan 0 i ek Industries, Inc. Tue Mar 12 1 9 Page Jr.
1-0-0 5-2-4 9-i0-0 - -14-5.12 19-e 0 2aa o.
1-0-0 - . 5-2-4 -.: _ 4-7-12 ., 4-7-12 s 5-2-4 1-0-0.
Scale = 1:37.3
4x6'
4 '
6.00 F12
3 5
3x4 — ._ . . B...._.
3x4 =
5x8
9-10-0
9-10-0 9-10-0
Plate Offsets (X,Y): [8:0-4- 1, [1 - - 1, [18:0-0- ,0- - 1, [1 -0-0, -0-01, (0: - - - - 1, [ 1:0- -0, -0-01, [ 0-0-0 , 70- , -0- 1,
24:0-0-0,0-0-01, [25:0-0-0,0-0-01, [26:0-0-0,0-0-01
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft.,. PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.47_ Vert(LL) 0.05 8 > 999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TLY -0.22 6-8 > 999
BCLL 0.0 Rep Stress Incr NO WB 0.19, Horz(TL) 0.03 6 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC LL.Min I/defl = 360- Weight: 111 lb
LUMBER BRACING.
TOP CHORD 2 X 4,SYP No.2D TOP CHORD Sheathed or 5-3-9 oc purlins.
BOT CHORD "2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-10 ocbracing. WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
REACTIONS (lb/size) 2 = 1000/0-4-0, 6=1000/0-4-0
Max Horz 2=161(load case 4)
Max Uplift2=-587(load case 4), 6=-587(load case 5)
FORCES 0b) - First Load Case Only
TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 4-5=-991, 5-6=-1360; 6-7=17
BOT CHORD 2-8 =1204, 6-8 = 1204
WEBS 3-8=-360, 4-8=531, 5-8=-360
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated -by'120 mph winds at 25 ft above ground level, using 5.0,psf top
chord dead load and 5.0 psf bottom chord dead load, in'the gable end roof zone on an occupancy. category 11, condition 1I•
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind...If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
3) Truss designed for wind loads in the plane of the truss only. For studs -exposed to wind (normal to the face), see MiTek
Standard Gable End Detail"
4) All plates are 2x4 M1120 unless otherwise indicated.
5) Gable studs spaced at 2-0-0 oc..
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 2 and 687 lb
uplift at joint 6. 7) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) THIS DESIGN CONFORMS TO FBC.2001, BASED ON THE PARAMETER INDICATED. l i 13J
LOAD CASE(S) Standard\
i io. 4'51E1 Ir
rry
ty
WARNING - VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® @
Design Valid for use only with Welk connectors. Thisdesign Is based only upon parameteis'shown, and Is for an Individual building component to be Installed
and boded vertically. Applicability of design parameters and proper Incorporation of component Is responssibillty of building designer not truss designer.
Bracing shown is forbteral support of Individual web members only. Additional temporary bracing to Insure stability during construction is.the - responsibility
of the erector. Additional permanent bracing of the overall structure Is the responsibility of thebuildingdesigner. For general guidance regarding fabrication,
quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HI11'-91 IT k° Handling InstallingandBracingRecommendationavallablefromTrussPlate. Institute, 583 D'Onotrlo Drive, Madison, WI53719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND -ORIENTATION Failure t0 Follow Could Cause Property
13/. *Center plate on joint unless Damage Or Personal Injury ' dimensions indicate otherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to, both sides of truss and building designer, erection supervisor, propertysecurelyseat.
Ye J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each
c2 c3 other.
O WEBS . J5
3, Place plates on each face of truss at each
For 4 x 2 orientatioh,locate 3 Q joint and embed fully. Avoid knots and wane
plates 1/8" from outside edge of
c o
a ti ` at joint locations,
truss and vertical web. a
o
4, Unless otherwise nosed, locate chordsplices at
1/4 length(+ 6" from paneladjacent joint.) BOTTOM
CHORDS Thissymbolindicatesthe5, Unless otherwise noted, moisture content of required
direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector
plates. fabrication.
6.
Unless expressly noted, this design is not applicable
for use with fire retardant or JOINTS
AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For
tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/
Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS
ARE NUMBERED FROM LE FT TO RIGHT. practice is to camber for dead load deflection. PLATE
SIZE 8.
Plate type, size and location dimensions shown
indicate minimum plating requirements. The
first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4
X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension
is the length parallel grade specified. to
slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL
BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates
location of required 11. Bottom chords require lateral bracing at 10 . continuous
lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless
otherwise noted. SBCCI
87206, 86217, 9190 12. Anchorage and/or load transferring WISC/
DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING
others unless shown. Indicates
location of joints at 13, Do not overload roof or floor trusses with which
bearings (supports) occur. stacks of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional M
I4 ekengineer.
15.
Care should be exercised in handling, PANEL
TM erection and installation of trusses. 1993
Mitek Holdings, Inc. CLIPFORM018,
019 .. aAwo-nuu 0 HY®RDAIR®
1(6-5
Job Truss Truss Type ty Ply H FITAJUNAIDIEBUDIMANPEif45161 12177523- DR2289A B ROOF TRUSS 16472 Segovia Cir. N. 5 1PembrokePines,.Fl 33331-4627, optional)
A CU- PAN- H, L NGW D, FL,,Mi .ek Industries, Inc. 4.201 SR1 s'Aug 20 2001 Mi ek Industries, Inc. Wed Mar 13 0 1: age
1-0-Q 6-10-8 _ 13-5-8 20-4-0
1-0-0 6-10-8 , 6-7-0 6-10-8 ;
5x8 73x4=' Scale = 1:56.7
6.00 Fl2 ' : 11 wlwedge:.
5x6
5x6 v
2x4 11
3 9 7
3x8., a __
3.0012 6
2 10
1 5x6. , . ......
o .3x4 . .._.,.; ... , ...
3x4 i
4x6 ii
6-1 0-8 13-5-8 20-4-0
6-10-8 6-7-0 6-10-8
Plate Offsets (X,Y): [2:0-4-8,0-2-11, [4:0-3-0, -3-41, [5, - - , -3-41, [6:0-3-3,Ed el, [1 - - 1
LOADING (psf)" SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES :- GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) '' 0.12 1.0 >999- M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.20 9-10 >999
BCLL 0.0 Rep Stress Incr YES WB 0:94 Horz(TL),- -0.03 6 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/dell = 360 Weight: 1.A3 lb.
LUMBER BRACING
TOP CHORD "2 X 4 SYR No.2D" TOP CHORD Sheathed or 3-6-1 oc puffins, end verticals. except
BOT. CHORD 2 X 4'SYP No.2D BOT CHORD Rigid ceiling directly applied "or 4-7-11 oc"bracing. WEBS 2.X 4 SY.P No.3 WEBS- 1 Row at midot 6-9
SLIDER i'eft'2 X 4 SYP No.3 3-7-15
REACTIONS (lb/size) 6 = 988/0-3-8; 2 =1030/0 8-0
Max Horz 2=853(load case 4)
Max Uplift6=7826(load case 4), 2=-465(1oad case 4)-'
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=7, 2-3--2334, 3-4=-2334, 4-5=-1273, 5-6=-1263, 6-11 =-10, 7-11 =-10, 6-8=67
BOT"CHORD 2-10=20959-10=2092, 8-9=0
WEBS 4-10=135, 4-9=-894, 5-9=-485, 6-9=1642
1) This truss has been designed for the wind "loads generated by 120,mph winds at 25 ft above ground level, using75'.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,•
condition II partially enclosed building,.with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not -
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber,DOL increase is 1..33, and the plate grip increase is 1.33
2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer
should verify capacity of bearing surface.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 826 lb uplift at joint 6 and
465 lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Gap between inside first I of top chord bearing and diagonal or.vertical web shall not exceed 0.500in.
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON. THE PARAMETER INDICATED.
LOAD CASE(S) Standard"
No. 4 5161 ,k
STATE of
March 13,2002
WARMNO - Verlb design parameters and READ NOTES ON THIS AND REVERSE'SIDE BEFORE USE. ®® Design void for use only with Milek connectors. This design Is based only upon parameters shown, and Is for on individual building; component to be'
Installed and loaded vertically. APPll6ablllty of design parameters and proper Incorporation `o1 component is responsibility of building designer not truss
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector,. Additional permanent bracing of the overall structure Is the responsibility of the bullling designer. For general gukfance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 IT k® Handling Installing. and Bracing Recommendation availablefrom Truss Plate Institute, SW D'Onofrlo DrlVe, Madison, WI53719.
Symbols
PLATE LOCATION AND ORIENTATION
Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in.inches. Apply
plates to both sides of truss and
sec.urely seat.
A„ ye^
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates,
For tabular plating format refer to the
MiTek/Gang-Nall Joint/Plate Placement Chart.
Numbering System
J2 J3 J4
TOP CHORDS
a Q
Cr WEBS
IJ50
3ccO
Oaa
1.
c8 c7 cs00
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots, BOCA 86-93, 85-75, 91-28 `
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR. 870040-N, 930013-N, 910080-N
BEARING
nA Indicates location of joints at
which bearings (supports) occur.
MAW
MiTek
TM
PANEL
CLIP
FOW018,019 OA YM-MAIL ® HYDRO -AIR ®
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties.,
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each.
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at I/4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator, General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11, Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
I (6-5
Job russ Truss Type t y PIy H R N A
JUNAIDIE BUDIMAN PE #45161 12177524
DR2289A B1 ROOF TRUSS 16472 Segovia Cir. N. " 16 1
Pembroke Pines, Fl 33331-4627. optional)
A lJ- PAN- H, L .N WOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi .ek Industries, Inc., Wed Mar 1 1:0 age 1
57-13 1 1=0-3 16-8-0
r
1-0-0 5-7-13 5-4-5 5 7-13
5x8 7 3x4= Scale = 1:45.7
it w/wedge
s.
6.00 rfF
2x4' l l
5°
5x6
2K4 II
3x8
3.00 F1£ 2 10
3x4 0
4x6 II ..
5-7-13 11-0-3 16-8-0
5-7-13 5-4-5 5-7-13
Plate Offsets (X,Y): [2:0-4- --11,[4:0-3-0, -3-01, [ :0- - ,Ed el,[1 :0--0,0-3-01
LOADING (psf) SPACING 2-0-0 CSI - DEFL in (loc) I/dell PLATES „ GRIP
TCLL 30.0 Plates Increase 1.33 TC 0:52 Vert(LL) 0.09 10 >999 M1120 - 249/190
TCDL 7.0 Lumber Increase 1:33 BC 0(38 Vert(TL) -0.12 9-10 >999
BCLL 0.0 Rep Stress Incr, YES WB 0.79 Horz(TL) -0.02 6 n/a
BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 93 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins, except end verticals.
BOT.CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 5-3-1 1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9
SLIDER Left 2 X 4 SYP No.3 2-11-12
REACTIONS'(Wsize) 6=816/0-3-8, 2=851/0-8-0
Max Horz 2=707(load case 4)
Max Uplift6 = -681 (load case 4),.2 = -392(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=7, 2-3=-1841, 3-4=-1841, 4-5=-1014, 5-6=-1014, 6-11=-10, 7-11=-10;-6-8=55
BOT CHORD 2-10=1644, 9-10=1641, 8-9=0
WEBS 4-10=1 10, 4-9 =-687, 5-9 =-399, 6-9 =1327 -
1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not:
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. :The
lumber DOL increase is 1.33, and the plate grip increase is 1.33-
2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer
should verify capacity of bearing surface.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 681 lb uplift at joint 6 and
392 lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.-
5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. i
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.
LOAD CASE(S) Standard
NO, 4 5161 •
y,
a`
w Y 4
STATE OF •. t, -
S'• 0 R14,.'a'' S Qwa
March 13,2002
WARNING - Vertjy design parameters and READ NOTES ONTZIM AND REVERSE SIDE BEFORE USE: „
Design valid for use only with MITek connectors. This design is based only, upon parameters,shown, and Is lot an Individual building component tojbe
ass suit
Installed and loaded vertically. Applicability of design parameters and proper Incorporation"of'component Is responsibility of building designer - not truss Inadesigner. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent brbcing'of the overall structure is the responsibility of the building designer. For general guidance -
regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard,-DSB-89 Bracing-Speetficatlon, and MR-91 - 1Tek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719..
Symbols
PLATE LOCATION AND ORIENTATION
Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots, second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
continuous lateral bracing.
BEARING
Indicates location of joints at
which bearings (supports) occur.
FORM018,019
Numbering System
J2 J3 J4
TOP CHORDS
c2 c3
WEBS J5
O_ o
O
O U
F- a
c8 c7 w O
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
0
MiTek@ .
PANEL
TM
GANG -MAIL ® I1YD 80,A/RO
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the.
building designer, erection supervisor, property
owner and all other interested parties..'
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at 14 panel length(' 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19% at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator, General
practice is to comber for dead load deflection.
8. Plate type, size and location dimensions,
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified,
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13, Do not overload roof or floor trusses with'
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Lm.e n .. .- . - ._ e - 1. - _ _. e . -_ _ m-.__ _._ __ e_ e._J
Job rusS truss Type JUNAIDIE BUDIMAN PE #45161 ty P y TON 2289 A
DR2289A BB ROOF TRUSS 16472 Segovia Cir. N. 1 1
12177525
Pembroke Pines, Fl 33331-4627. optional)
A A - LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar 13 08:51:10 2002age 1 1-
0-0 7-6-0'. 14-7-0 1-
0-0 7-6-0, 7-1-0 Scale =
1:26. 4x6 =
4
6.
00 rTF 3
5 7
5x6 =
6 2
3x4
3x4 1
3x4 3x4 3.
00 FfZ- 4x6
II 3x6 11 7-
6-0 1 4-7-0 7-
6-0 7-1-0 Plate
Offsets MY): [ :0-4- -2-1 ,[ :0- -4, - -1 I LOADING (
psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL
30.0 Plates Increase 1.33 TC 0.77 Vert(LL) -0.1 1 7 > 999 M1120 249/190 TCDL
7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.12 7 > 999 BCLL
0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.06 6 n/a BCDL
10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 63 Ib LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-3 oc purlins. BOT
CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS
2 X 4 SYP No.3 SLIDER
Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (
lb/size) 6=679/0-3-0, 2=763/0-8-0 Max
Horz 2=130(load case 4) Max
Uplift6 = -363(load case 5), 2=-455(load case 4) FORCES (
lb) - First Load Case Only TOP
CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT'
CHORD 2-7 =1 125, 6-7 =1 125 WEBS
4-7=690 6-
5) 1)
This truss has been checked for unbalanced loading conditions. 2)
This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition
11 partially enclosed building; with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed
to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber
DOL increase is 1.33, and the plate grip increase is 1.33 3)
Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should
verify capacity of bearing surface. 4)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and 455
lb uplift at joint 2. b n 5) This truss has been designed with ANSI/TPI 1-1995 criteria'. 6)
THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD
CASE(S) Standard k
No. 4 5161. STATE
OF 16.
0 R ED - QNa1.
March
13,2002 WARMNO -
VerM design parameter and READ NOTES ON TffiS AND REVERSE SIDE BEFORE USE. ® Design
valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed
and loaded vertically. Applicability of deslgri parameters and proper Incorporation of component is responsibility of building designer - not truss designer.
Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility
of the erector. Additional permanent brbrcing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult QST-88. Qualify Standard, DSB•89 Bracing Specification, and HIB-91 iTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofilo Drive, Madison, WI53719.
Symbols
PLATE LOCATION AND ORIENTATION
Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plate's to both sides of truss and
securely seat.
yB" ,
T
0
For 4 x 2 orientation, locate
0
plates 1/8" from outside edge of aotrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT
MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dim-ension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
M1
MiTeko "
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties„
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
cc joint and embed fully. Avoid knots and wane
o at joint locations,
a 4. Unless otherwise noted, locate chord splices
0 at 1/4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions.
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins .
provided at spacing shown on design.
11. Bottom chords require lateral bracing at.10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13, Do not overload roof or floor trusses with,
stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional _
engineer.
15. Care should be exercised in handling,
M erection and installation of trusses.
1993 Mitek Holdings, Inc.
FORM018,019
Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H RTON 2289 A
DR2289A BBGAB
16472 Segovia Cir. N.
ROOF TRUSS Pembroke Pines, I'l 33331-4627. 1 1
12177526
A-CCCUL-S
optional)
PAN- TH, LONGWODD-,F-L, MiTek Industries, Inc. 4-.20-1SRI s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1
1-0-0 7-6-0 14-7-0
1-0-0 7-6-0 7-1-0
Scale = 1:26.E
4x6
4
2x4 11 2x4 II
6.00 Fff
C71 1 3 5
7
5x6 = 6
2x4 11 2x4 ii
2 3x4 3x4
3x4 i 3x4
3.00 FiT
4x6 11 3x6 11
7-6-0 14-7-0
7-6-0 7-1-0
Plate Offsets (X,Y): [2:0-4-8,0-2-11, (6:0-2-4,0-2-131
LOADING (psf) SPACING 2-0,0 CS1 DEFL in floc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LQ -0.11 7 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC, 0.39 Vert(TL) -0.12 7 >999
BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL)', 0.06 6 - n/a
BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 68 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5-2 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2
REACTIONS (lb/size) 6=679/0-3-0, 2=763/0-8-0
Max Horz 2 = 130(load case 4)
Max Uplift6 = -363(load case 5), 2 = -455(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267
BOT CHORD 2-7 = 1125, 6-7 = 1125
WEBS 4-7 = 690
8-7)
11 This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at.25 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek
Standard Gable End Detail"
4) Gable studs spaced at 2-0-0 oc.
5) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer 13
should verify capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and I d 0qj455lbupliftatjoint2. •
7) This truss has been designed with ANSI/TPI 1-1995 criteria.
8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED..
No, 4.5161 b
LOAD CASE(S) Standard
0. 40JTATE OF
A
L
March 13,2002
WARNING - verify design parameters and READ Norm ON THIS AND REVERSE SIDE BEF0,11tt USE., 0
Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be
Installed and loaded vertically. Appilcobillity of design parameters and proper Incorporation of -component Is responsibility of building designer - not truss
designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 MiTekHandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofflo Dilve, Madison, WI 53719.
Symbols
PLATE LOCATION AND ORIENTATION
1'/4 to,4 *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat,
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MiTek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 x 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
continuous lateral bracing.
BEARING
WnA Indicates location of joints,at
which bearings (supports) occur,
aR
FORMOl 8,079
Numbering System
J2 J3 J4
TOP CHORDS
cz Q
o WEBS J5
o _ o
O
a.
O
r- a
ce cz u O0
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TOTH E LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTeke
PANEL
TM
CLIP
GANG -NAIL ® HYDRO -AIR
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at I14 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection,
8. Plate type, size and location dimensions..
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at. 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13, Do not overload roof or floor trusses with
stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional _.
engineer,
15, Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
N. a —
Job ruse Trus.s Type JUNRIDIE BUDIMAN PE 1145161 ty Ply H N A
12177527
DR2289A BGAB1 MONO TRUSS 16472 Segovia Cir. N. 1 1PembrokePines, FI 33331-4627, optional)
AN- H, LONGWOOD, FL, MiTek Industries, --Inc. 4.201 SR1 s Aug "20 2001 Mi ek Industries, Inc. Wed Mar 1 10 age 1
16-8-0
100 1680
2x4 II Scale = 1:47.0
11
2xa II
10
9
2x4
6.00 FiT 8
2x4 II
7
2x4 II
2x4 II
5
2x4 II
5x6 a 4
3
2
1
3x4 -
2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 5x6 = 2x4 II -
16-8-0 .
16-8-0
Plate Offsets KY): 1, [1 - - I
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 10-1 1 > 891
BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 12 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 1 1 1 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X'4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt , 10-12
OTHERS 2 X 4 SYP No.3
REACTIONS (lb/size) 2 = 204/16-8-0, 13=185/16-8-0, 12 = 89/16-8-0, 14=190/16-8-0, 15=188/16-8-0, 16=187/16-8-0, 17=190/16-8-0,
18=178/16-8-0, 19 = 228/16-8-0
Max Horz 2=699(load case 4)
Max Uplift 13 = -1 50(load case 4), 12=-69(load case 4); 14=-162(load-case 4), 15=-158(load case 4), 16=-158(load case 4), 17=-160(load case
4), 18=-153(load case 4), 19=-236(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2 = 23, 2-3 = 38, 3-4 = -38, 4-5 = 33, 5-6 = 32, 6-7 = 32, 7-8 = 32, 8-9 = 32, 9-10 = 24, 10-11 = -9,
10-12=-75
BOT CHORD 2-19=8, 18-19=1, 17-18=1, 16-17=1', 15-16=1, 14-15=1, 13-14=1, 12-13=1
WEBS 9-13=-146, 8-14=-150, 7-15=-148, 6-16=-148, 5-17=-149, 4-18=-143, 3-19=-174
7-6)
1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek
Standard Gable End Detail" !`
31 Gable requires continuous bottom chord bearing. i 13
4) Gable studs spaced at 2-0-0 oc.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 13, 69 Ibti',.•'
12, 162 lb at 14, 158 lb 15, 158 lb 16, 160 lb 17, 153 ' 4j. ' uplift at joint uplift joint uplift at joint uplift at joint uplift at joint
lb uplift at joint 18 and 236 lb uplift at joint 19. 6) This truss has been designed with ANSI/TPI 1-1995 criteria.
7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED: : N0.451E#
LOAD CASE(S) Standard py QFATE =t:
R0
March 13,2002
WARNING - VerVy design parameters and READ NOTES ON TSIS AND REVERSE SIDE BEFORE USE.
Design void for use only with MlTek connectors. This.deslgn"is based only upon parameters shown, and Is for an Individual bullding;compone rt to be
Installed and loaded vertically. Applicability of design- parameters and proper Incorporation of component Is responsibility of building designer - not truss
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB'-91 ® MiTekHandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onoffic, Drive, Madison, Wl53719. -
Symbols
PLATE LOCATION AND ORIENTATION
13/. * Center plate on joint unless
dimensions indicate otherwise,
Dimensions are in inches. Apply
plates to both sides of truss and
sec urely seat.
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web,
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
0
0
U
a
O
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 P J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FA RTH EST TO TH E LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
0
Q
0
0
a
0
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 x 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
nA Indicates location of joints at
which bearings (supports) occur.
e®®
MiTek®
PANEL
TM
CLIP
FORM018,019 mAjYr a AJL ® HY®R®,AIR®
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at /4 panel length(+ 6" from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions.
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified,
10. Top chords must be sheathed or purlins .
provided at spacing shown on design,
11. Bottom chords require lateral bracing at.10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional "
engineer,
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
J
DR2289A E ROOF TRUSS 2 1PembrokePines, Fl 33'331-4 . 627. optional)
ACCU-SPAN-TH, L0NGW0DD_,T—L, MiTek Industries, Inc. 4.201 SR1 - Inc. Wed Mar 13 08:51:13 2002 Rage 1
Scale 1:19.
LOADING (psf) SPACING 2-0-0 CS1 DEFL in Yoc) Udell PLATES GRIP
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES (lb) - First Load Case Only
WEBS 3-7=-206
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,,
condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 8 and
400 lb uplift at joint 6.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.
LOAD CASE(S) Standard OE 13
No, 4.5161
STATE OF
March 13,2002,
AWARKIING - VerW design pararneters and READ NOTES ON TMS AM JWWRSE SWE BF"RE USE -
Design valid for use only with MiTek connectors. this design Is based only upon parameters shown, and Is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss
designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
tesponsibillty of the erector. Additional permanent br)3cing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, election and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification. and HIS-91 MiTekHandlingInstallingandBracingRocomm*ndation available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI 53719.
Symbols
PLATE LOCATION AND ORIENTATION
13/, * Center plate on joint_unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
400", continuous lateral bracing.
BEARING
nA Indicates location of joints at
which bearings (supports) occur.
FORM018,019
Numbering System
J2 J3 J4
TOP CHORDS
Ca Q
o WEBS J5
o_ n
O
a
CB C7 C6 0
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFTTO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA
HUD/FHA
ICBO
SBCCI
WISC/DILHR
GANG -NAIL
86-93, 85-75, 91-28
TCB 17.08
1591, 1329, 4922
87206, 86217, 9190
870040-N, 930013-N, 910080-N
MiTek
PANEL
TM
CLIP
Failure to Follow Could Cause Property
Damage or Personal Injury
1, Provide copies of this truss design to the,
building designer, erection supervisor, property
owner and all other interested parties.,
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at /4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions,
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10, Top chords must be sheathed or purlins
provided at spacing shown on design,
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13, Do not overload roof or floor trusses with.
stacks of construction materials.
14. Do not cut or alter truss member or plate.
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses,
1993 Mitek Holdings, Inc.
i
F
Job Truss Truss Type ty Ply H T N AJUNAfDIEBUDIMANPE #45161 12177529
DR2289A EGAB ROOF TRUSS 16472 Segovia Cir. N. 1 1
Pembroke Pines, FI 33331-4627, optional)
ACCU-SPAN-TH, L N W D, L 4.201 SR1 s Jan 2 2002 MiTek Industries, Inc. ue Mar 12 1 : age 1
1-0-0 4-8-0 9-4-0 10-4-0
1-0-0 4-8-0 4-8-0 1-0-0-
Scale = 1:19.3
4x6 =
3
6.00 12 _ 2x4 11 . - 2x4 11
4
2 - -
LJ
5 Io
2x4 11 6 2x4 11 ._
2x4 = 2x4 11 2x4 =
4-8-0 9-4-0i
4-8-0 4-8-0
Plate Offsets ( ,Y): [9: - -0, - - 1, [10:0-0-0,0-0-01
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.01 6 >999 - M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 2-6 > 999
BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a .
BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 40 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
REACTIONS (lb/size) . 2 = 51 1 /0-8-0, 4 = 51.1 /0-8-0
Max Horz 2=-92(load case 5)
Max Uplift 2 = -326(load case 4), 4=-326(load case 5)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2 =17, 2-3 =-424, 3-4 =-424, 4-5 =17
BOT CHORD 2-6=372, 4-6=372
WEBS 3-6=87
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, inthe gable end roof zone on an occupancy category 11, condition 11
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1..33.
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek
Standard Gable End Detail"
4) Gable studs spaced at 2-0-0 oc.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 2 and 326 lb
uplift at joint 4.
6) This truss has been designed with ANSI/TPI 1-1995 criteria.
7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. ipG.`•]..L. flQLOADCASES) Standard No.
45161 OTATE
of Y Na'
OR sNALMarch
13,2002 AwARNINO -
Vsr{ jy design pammstsn and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design
valid for use only with Mliek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed
and loaded vertically. Applloablllty of deslgn'parameters and proper Incorporation of component Is responsibility of building designer - not buss designer.
Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility
of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® HandlingInstalllnqandBracingRocommondatlonavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, W 153719.
Symbols
PLATE LOCATION AND ORIENTATION
1'/. *Center plate on joint,unless
dimensions indicate otherwise,
Dimensions are in inches.. Apply
plates,to both sides of truss and
securely seat.
e>,
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
continuous lateral bracing.
BEARING
nA Indicates location of joints at
which bearings (supports) occur
L. rff—
I I FORM018,019
J2 J3 J4
TOP CHORDS
c2 c3
o WEBS J5
o_ o
Cr
O
a s+
O'
a
c8 c? ce 00
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TOTH E LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
ems®
MiTek
TM
PANEL
CLIP
GANG -NAIL ® 17Y®RO-MIR
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the ,
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at 14 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions.
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with.
stacks of construction materials,
14. Do not cut or alter truss member or plate.
without prior approval of a professional "
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
j
Job Truss truss Type ty 1 Ply H RT N 2289 A
JUNAIDIE BUDIMAN PE #45161 12177535
DR2289A FG19 FLOOR 16472 Segovia Cir. N. 1 1
Pembroke Pines, FI 33331-4627. optional)
A U PAN -Tit, N W L, MiTek Industries, Inc. 4. 1 1 s Aug i ek Industries, Inc.. Wed Mar 13 08:51:20 2002 Page 1
3-4-0 6-6-4 1 9-8-8 _ 12-10-12 - 16-1-0 19-5-0
3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0
Scale = 1:33.3
2x4 11- 5x6 - 2x4 II 4x8 - 2x4 II 5x12 -II
1 7x8 - 2 3 4 5 6 7'
13 12 11 10 - 9 15
3x6 II - 7x8 = 2x4 II ;' 4x6 -. 7x8 - 7x8 - -
3-4-0 1 6-6-4 9-8-8 1,2-10-12 16-1-0 19-5-0
3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0
Plate Offsets (X,Y): 13: - - 1, [7: - - ,0- - 1, 1 -4- -4- 1
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl- PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.46 10-11 >495 M1120 249/190
TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.63 10-11 >360
BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.06 8 n/a
BCDL 5.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 480 Weight: 102 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-5 oc purlins, except end verticals.
BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except'
1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D
REACTIONS (lb/size) 14 = 1065/0=6-0, 8 = 1593/0-3-0
FORCES (lb) - First Load Case Only
TOP CHORD 1-14=-851, 1-2=-2577, 2-3=-2577, 3-4=-4771, 4-5=-4771, 5-6=-2924, 6-7=-2924, 7-8=-931
BOT CHORD 13-14=513, 12-13=4726, 11-12=4771, 10-11 =4750, 9-10=4750; 9-15=564, 8-15=564 -
WEBS 1-13=2160, 2-13=-220, 3-13=-2253, 3-12=296, 4-11 =-260, 5-11 =21, 5-10=178, 5-9=-1907,
6-9 = -239, 7-9 = 2464-
5-4)
11 This truss has been checked for unbalanced loading conditions.
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed with ANSI/TPI 1-1995 criteria.
4) Special hanger(s) or connection(s) required to support concentrated load(s) 564.O1b down at 18-8-0 on bottom chord.
Design for unspecified connection(s) is delegated to the building designer.
5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.
LOAD CASE(S) Standard
1) Floor: Lumber Increase =1.00, Plate Increase=1.00
Uniform Loads (plf) !`F- 13 f Vert: 1-7=-100.0, 8-14=-10.0 LJConcentratedLoads (lb)
Vert: 15=-564.0 f+
No, 4 5161
STATE of •'` 4
L
March 13,2002
WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. --®
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be
installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss
designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general gukJance
regarding fabrication, quality contiot, storage, delivery, erection and bracing, consu8 QST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 '
Handling Installing and Bracing RecommendMe® 1.-_-
Symbols
PLATE LOCATION AND ORIENTATION
1'/. * Center plate on joint unless
dimensions indicate. otherwise.
Dimensions are in inches, Apply
plates to both sides of truss and
securely seat,
T
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
continuous lateral bracing,
BEARING
Indicates location of joints at
which bearings (supports) occur
FORM018,019
Numbering System
J2 J3 J4
TOP CHORDS
c2 c3
o WEBS J5
o _ o
h ; ; ccUO
O
F- a
O_ c8 c? ce
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190.
WISC/DILHR 870040-N, 930013-N, 910080-N
MiYek®
TM
PANELO. CLIP
HYDRO -AIR
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the .
building designer, erection supervisor, property
owner and all other interested parties.,
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at I14 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator, General
practice is to camber for dead load deflection,
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13. Do not overload roof or floor trusses with
stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Li-.
Job russ Truss Type JUNAIDIE BUDIMAN PE t145161 ty Ply H T N
16472 Segovia Cir. N. 12177537
DR2289A FG23A FLOOR Pembroke Pines, FI 33331-4627. 1 12
optional)
A U- PAN- H, L W L, MiTek Industries, Inc. 4. 1 R1 s Aug 20 2001 MiTek Industries, Inc. Wed,Mar 1 1 : Page
3-1 1'-0 7-8-4 11-5-8 15-2-12 19-0-0 22-1 1-0
3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0
Scale = 1:39.
5x6 _ 2x4 II 5x6 = 2x4 11 4x8 = 2x4 II 4x6 =
1 .2 3 4, 5 6 7
13 12 11 10 - 159 8
3x6 II 5x8 =' 2x4 11 4x6 = 7x8 = 4x10 = 3x6 II
3-11-0 7-8-4 11-5-8 15-2-12 19, 0-0 22-1 1-0
3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0
Plate Offsets (X,Y): :0-3- -3- 1, (10: -4- -4- 1
LOADING (psf) SPACING 2-0-0 CSI DEFL`;_ in (loc) I/defl PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL)-0.54 10-1.1 > 504 M1120 249/190
TCDL 10.0 Cumber Increase 1.00 BC 0.67 Vert(TL) -0.74 10-11 >366
BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.06 8 n/a
BCDL 5.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/deft = 480 Weight:.240 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-0 oc purlins, except end verticals.
BOT CHORD 2 X`6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except* -
1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No:2D
3-13 2 X 4 SYP No.2D, 5, 11 2 X 4 SYP No.2D
5-9 2 X 4 SYP No.2D, 7-9 2 X 4 SYP No.2D
REACTIONS (lb/size) 14= 1378/0-6-0,.8= 1859/Mechanical
FORCES (lb) - First Load Case Only
TOP CHORD 1-14=-1084, 1-2=-3957, 2-3=-3957, 3-4=-7771, 4-5=-7771, 5-6=-5807, 6-7=-5807, 7-8=-1562
BOT CHORD 13-14=798, 12-13=7695, 11-12=7771, 10-11 =8538, 10-15=8538, 9-15=8538, 8-9=800
WEBS 1-13=3264, 2-13=-240, 3-13=-3867, 3-12=505, 4-11 =-273, 5-11 =-791, 5-10=428, 5-9=-2818,
6-9 =-239, 7-9 = 5166
7-6)
11 This truss has been checked for unbalanced loading conditions.
2) Provide adequate drainage to prevent water ponding.
3) Refer to girder(s).for'truss to truss connections.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows:
Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc.
6) Special hanger(s) or connection(s) required to support concentrated load(s) 757.01b down at 18-8-0 on bottom chord.
Design for unspecified connection(s) is delegated to the building designer. lQte 13a7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.
LOAD CASE(S) Standard
1) Floor: Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (plf) : NO; 4.5161Vert: 1-7=-100.0, 8-14=-10.0
Concentrated Loads (lb)
Vert: 15=-757:0 O,3TAT(E OF
March 13,2002
WARNING - VsrVy design pamrneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. o—®
Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss.
designer. Bracing shown is for lateralsupport of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility
of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. for general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling
Installlnq and Bracing Recommondatlon available from Truss Plate Institute, 593 D'onofrlo Drive, Madison, WI53719. 'v'
Symbols
PLATE LOCATION AND ORIENTATION
1 3/. * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
T
0
For 4 x 2 orientation, locate
plates '/8" from outside edge of a
truss and vertical web. 0o
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
0
cc
0
U
a
0
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT
MITek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 x 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
MI
MiTekQD
TM
PANEL
CLIP
FORM018,019 5Ar-iQ wuL ® i!Y0R0AgR
Failure to Follow Could. Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the .
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at 14 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions..
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10, Top chords must be sheathed or purlins
provided at spacing shown on design. .
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials,
14. Do not cut or alter truss member or plate_
without prior approval of a professional
engineer.
15, Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job Truss Truss Type ty Ply H R N AJUNAIDIEBUDIMANPEit45161 12177538
DR2289A J ROOF TRUSS 16472 Segovia Cir. N. 6 1
Pembroke Pines, A 33331-4627. optional)
A U AN-TH, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR11 s Aug 20 2001 MiTek Industries, Inc.'Wed Mar 13 08:51:23 2002 Page 1.
1-0-0 7-0-0
1-0-0 7-0-0 3 Scale- 1:19.
6.00 FT2
2
1 ,
4
2x4 -
7-0-0
7-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defy PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) 0.28 1-2 >53
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight:`24lb
LUMBER BRACING
TOP CHORD 2 X'4 SYP No.2D TOP CHORD Sheathed & 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3 = 242/Mechanical, 2=418/0-4-0, 4 = 68/Mechanical
Max Horz 2 = 291(load case 5)
Max Uplift 3,=-305(load case 5),.2=-167(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=34, 2-3=88
BOT CHORD 2-4=0
5-41
1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 lb uplift at joint 3 and
167 lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.
LOAD CASE(S) Standard
XDV— 131
FATE OF
ss QNA1.*
0
March 13,2002
WARMNO - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®®
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss
designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building_ designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrio Drive, Madison, W153719.
Symbols
PLATE LOCATION AND ORIENTATION
11/4 * Center plate on joint unless
dimensions indicate` otherwise.
Dimensions are in inches. Apply
plates to both sides of:truss and
securely seat.
1w,
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
continuous lateral bracing.
BEARING
A n w Indicates location of joints at
Cd 1V which bearings (supports) occur.
Numbering System
J2 J3 J4
TOP CHORDS
ca c3
o WEBS
OcrtAO
OU
a
oC7C16
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTek®
TM
PANEL
l
O ..: , `...: CLIP
GANG -NAIL ..
eneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane 1
at joint locations.
4. Unless otherwise noted, locate chord splices
at 14 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13, Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate,
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
w__.___J
Job Truss Fruss Type ty Ply H N AJUNAIDIEBUDIMANPE7J45161 12-177539
DR2289A K ROOF TRUSS 16472 Segovia Cir, N, 3 1PembrokePines, FI 33331-4627. optional)
A U- PAN-TH, L NGW D, FL, MiTek Industries, Inc. 4.201 S111 s Aug 0 1 i ek n ustries, Inc. Wed Mar 1 8: 1: 4 Page>1
1-0-0 5-0°0
1-0-0 5-0-0 a Scale -= 1:14.9
6.00 F12 _ .. .. .. - _ ...
5-0-0
5-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl - PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) ;` n/a n/a M1120 249/190
TCDL 7.0 LumberIncrease1.33 BC 0.10 Vert(TL);;: 0.09 1-2 >157 BCLL
0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL
10.0 Code SBC/ANSI95 Matrix), 1st LC LL Min I/defl = 360 '. Weight: 18 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-0-0 oc'purlins. ' BOT
CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly` applied or 10-0-0 oc bracing. REACTIONS (
ib/size) 3 = 165/Mechanical, 2=327/0-4-0,'4=48/Mechanical Max.
Horz 2=212(load case 5) Max
Uplift3=-215(load case 5), 2=-151(load case,4) FORCES (
ib) - First toad Case Only TOP
CHORD 1-2=34, 2-3=60 BOT
CHORD 2-4=0 5-
4) 1)
This truss has been designedforthe wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind'., If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate, grip increase is 1.33 2) Refer
to girder(s) for truss to truss connections. 3) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 3 and 151 lb
uplift at joint 2. 4) This
truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS
DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(
S) Standard it 1,
F1
g', No, 451E1
a: CC
13TATE OF
r, r 0` ORID-''
March 13,
2002 AWARMNO - VerVy
design parameters and READ NOTES ON TMS AND RE VERSE SIDE BEIs ORE USE. ® ® Design void
for use only with MITek connectors. This design., Is based only upon parameters shown, and Is for an Individual building- ,component to be _ Installed and
loaded vertically. Applicability of design parameters and. proper Incorporation of component is responsibility otbulfding designer - not truss __ designer. Bracing
shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during conshuctlon Is the l'' responsibility oftheerector.. Additional permanent bracing of the overall structure Is the responsibility of the building.. designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and. bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and Hi8-91 - M Recommendation availablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, Wl53719. Handling InstallingandBracingRecommend
Symbols
PLATE LOCATION AND ORIENTATION
Centef plate on joint unless
dimensions indicate otherwise,
Dimensions are:in inches, Apply
plates -to both sides of truss and
securely seat.
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web..
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4.x 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
continuous lateral bracing.
BEARING
Indicates location of joints at
which bearings (supports) occur.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFTTO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
GANG -NAIL
0
cc
U
a
0
F-
MiTek
TM
PANEL
CLIP
Failure to Follow Could Cause Property
Damage or Personal Injury
1, Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at I/4 panel length(' 6" from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator, General
practice is to camber for dead load deflection..
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10, Top chords must be sheathed or purlins
provided at spacing shown on design,
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with.
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer,
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
J
Job I runs Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H R N 2 A
12177540
DR2289A KA 16472 Segovia Cir. N. ROOF TRUSS 1 1PembrokePines, FI 33331-4627. optional)
A U- PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 R1 s Aug 20 2001 MI ek Industries, Inc. Wed Mar,13 08:51:25 2002 Page 1
5-0-0
5-0-0 2 Scale = 1:14.7
6.00 12
1
3
2x4 = -`
5-0-0
5-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) . n/a - n/a M1120' 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 16 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD" Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1 = 224/0-4-0, 2 = 177/Mechanical, 3 =48/Mechanical
Max Horz 1 = 199(load case 5)
Max Uplift =-89(load case 5), 2=-218(load case 5)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=66
BOT CHORD 1-3=0
5-4)
1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 1 and 218
lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.
LOAD CASE(S) Standard
pF— t3 gJ
f
J
Vi
N0.45161
Q STATE OF
March 13,2002
WARNING - VerVy design parameters and READ NOTES ON Tm3 AND REVERS& SWE BEFORE USE. ® ®
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on, Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incoipoiatlon of component Is responsibility of building designer - not truss
designer. Bracing shown is for loteral support of,IndNkdual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent br icing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrloatlon, quality control, storage, delivery, erection and bracing, consuR OST-88 Quality Standard; DSB-89 Bracing Specification, and HIB-91 ® MHandlingInstolllnqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drlve, Madison, WI 53719. '
Syrnb®Is
PLATE LOCATION AND ORIENTATION
Center plate on joint unless
dimensions indicate otherwise,
Dimensions are in inches,Apply
plates'to both sides of truss and
securely seat.
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MiTek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
40,01, continuous lateral bracing.
BEARING
N116Indicates location of joints at
which bearings (supports) occur,
Numbering System
J2 J3 J4
TOP CHORDS
c2 c3
o WEBS
IJ5ocr
O
Q.2
O U
a
ce c2 Cf.
O
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
GANG -NAIL
MiTek
TM
PANEL
CLIP
HYDRO -AIR
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties.,
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at /4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator, General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions,
shown indicate minimum plating requirements,
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins .
provided at spacing shown on design,
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13. Do not overload roof or floor trusses with
stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer,
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job Truss Truss Type ty Ply H R N A
JUNAIDIE BUDIMAN PE i745161 12177541
DR2289A L ROOF TRUSS 16472 Segovia Cir. N. 3 1
Pembroke Pines, FI 33331-4627. optional)
FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 1: age 1
1-0-0 3-0-0
1-0-0 3-0-0
3 Scale = 1:9.9
6.00 F12
2
1 4
3-0-0
3-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.02 1-2 >936
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL)-0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LLMin I/defl = 360 .. Weight: 11 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or,10-0-0 oc bracing.
REACTIONS (lb/size) 3=82/Mechanical, 2=242/0-4-0, 4=28/Mechanical
Max Horz 2=133(load case 5)
Max Uplift 3 = -1 23(load case 5), 2=-142(load case 4) `
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=34, 2-3=30
BOT CHORD 2-4=0
5-4)
1) This truss has been designed for the wind loads generated by 120 mph winds. at 25 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist; th_ey'are not exposed to wind: The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and
142 lb uplift at joint 2:
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.
LOAD CASE(S) Standard
XQ ` U
r
t No. 45lei
Fp : OTAT) E i
QNA1.
March 13,2002
WARNING - Ver(fy design panx peters and READ NOTES ON TR'IS AND REVERSE BIDE BEFORE USE., ®
Design valid for use only wtth MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss-
designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent bibcingof the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 ® M'Tek HandlingInstolllnqandBracingRecomm*ndationavailable from Truss Plate Institute, 5113 D'Onofrlo Drive, Madison, WI53719.
Symbols
PLATE LOCATION AND ORIENTATION .
13/1 * Center plate on joint unless
dimensions indicate.otherwise.
Dimensions are in inches, Apply
plates to both sides of truss and
securely seat.
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web,
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
Mitek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 x 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
continuous lateral bracing.
BEARING
Indicates location of joints at
which bearings (supports) occur.
Numbering System
J2 J3 J4
TOP CHORDS
a
M- caJ5o0O
cI C6 I Or
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFTTO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTek
TM
PANEL
CLIP
TANG -NAIL ® HYDRO -AIR
Failure to Follow Could Cause Property
Damage or Personal Injury
1, Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at I14 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator, General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions.,
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design,
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials,
14, Do not cut or alter truss member or plate
without prior approval of a professional'
engineer,
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
u c
Job I russ Truss Type JUNAiDIE BUDIMAN PE p4516.1 ty Ply H RT N 2289 A
12177542
DR2289A LA ROOF TRUSS 16472 Segovia Cir,'N• 1 1PembrokePines, FI 33331-4,627, optional)
OD, FL, MiTek Industries, Inc. 4. 1 - R1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 08:51:27Page 1
3-0-0
300
2 Scale = 1:9.9
6.00 12
2x4 = 3-0-0 ,
3-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.13 Vert(LL) n/a - n/a M112O 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight; 10 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1 = 130/0-4-0, 2 = 103/Mechanical, 3 = 28/Mechanical
Max Horz 1 =12O(load case 5)
Max Uplift =-50(load case 5), 2=-129(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=39
BOT CHORD 1-3=0
5-4)
1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition II partially enclosed building, with exposure B ASCE 7-98per SBC/ANSI95 If end verticals exist, they are not exposed
to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber
DOL increase is 1.33, and the plate grip increase is 1.33 2)
Refer to girder(s) for truss to truss connections. 3)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 1 and 129 lb
uplift at joint 2. 4)
This truss has been designed with ANSI/TPI 1-1995 criteria. 5)
THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD
CASE(S) Standard pj/
1lptF- i3"4! No.
4.5161 STATE
OF, r March
13,2002 WARNING •
verVy design parameters and P&W NOTES ON TMS AND RET/ERSB SIDE BEFORE use: ® Design
valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be - Installed
and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss _ designer.
Bracing shown is for lateral support of Individual web members only. Additional. temporary bracing to Insure stability during construction is the responsibillty
of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onohlo Drive, Madison, W153719. - sTek®
Symbols
PLATE LOCATION AND ORIENTATION
11/. * Center plate on joint unless
dimensions indicate otherwise,
Dimensions are in inches, Apply
plates to both sides of truss and
securely seat,
e„
For 4 x 2 orientation, locate
plates I/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates,
For tabular plating format refer to the
MITek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
40" continuous lateral bracing,
BEARING
nA, Indicates location of joints at
which bearings (supports) occur.
Numbering System
J2 J3 J4
TOP CHORDS
c2 Q
o WEBS J5
Cr
o _ oNcc
U O
O ti "
U
r- a
ce c7 cb 00
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFTTO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA
HUD/FHA
ICBO
SBCCI
WISC/DILHR
86-93, 85-75, 91-28
TCB 17.08
1591, 1329, 4922
87206, 86217, 9190
870040-N, 930013-N, 910080-N
PANEL
TM
CLIP
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1, Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at /4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements,
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design, -
11, Bottom chords require lateral bracing at 10
ft, spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with:
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer,
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job Truss rues Type ty Ply H N 9 A
JUNAIDIE BUDIMAN PE tl45161 12177543
DR2289A M ROOF TRUSS 16472 Segovia Cir. N. 3 1
Pembroke Pines, FI 33331-4627. optional)
A PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 1: 0 age
1-0-0 1-0-0
1-0-0 . 1-0-0
3 Scale = 1:5.
6.00 FiT
2
4
1-0-0
1-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 5 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-010 oc bracing.
REACTIONS (lb/size) 3 =-1 1 /Mechanical, 2 = 173/0-4-0, 4 =10/Mechanical
Max Harz 2 = 71(load case 4)
Max Uplift3 = -31 (load case 5), 2=-150(load case 4)
Max Grav 3=31(load case 4), 2=173(load case 1), 4 = 100oad case 11
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=33, 2-3=-40
BOT CHORD 2-4=0
5-4)
1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist,'they are exposed to wind. If porches exist, they are not -exposed to wind. The -
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint and 150
lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.
LOAD CASE(S) Standard
iE 183
No, 4.5161
March 13,2002
WARNING - Vsr{jy design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. ®®
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be ELM _
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer -- not truss __
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91. MHandlingInstalllnqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofilo Drive, Madison, WI 53719. - '®
Symbols
PLATE LOCATION AND ORIENTATION
13/. * Center plate on joint unless
dimensions indicate otherwise,
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
A„ yB"
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots, Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
40,10, continuous lateral bracing,
BEARING
Indicates location of joints at
which bearings (supports) occur.
0
er
0
U
a
O
Numbering System
J2 J3 J4
TOP CHORDS
0
Cr
0
U
a
O
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTek
TM
PANEL0.:::..._ CLIP.
0 HYDRO -AIR
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties-
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at I /4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection,
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13. Do not overload roof or floor trusses with
stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H T 2289 A
DR2289A MA ROOF TRUSS 16472 Segovia Cir. N. 1 1
12177544
L,
Pembroke Pines, FI 33331-4627. optional)
A U- PA - H, LONGWOOD, MiTek Industries, Inc. 4. .1 SRI s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 1: age 1
1-0-0
1-0-0
6.00 12 2 -Scale = 1:5.7
1
m
3
2xa = 1-0-0
i
1-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) - n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 000 Vert(TL) -0.00 1 >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC ILL Min I/defl = 360 Weight: 3 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc'purlins.
BOT. CHORD 2 X 4-SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1 =45/0-4-0, 2 = 35/Mechanical, 3 =10/Mechanical
Max Horz 1=42(load case 5)
Max Uplift =-16(load case 5), 2=-45(load case 5)
FORCES (lb) - First Load Case Only
TOPCHORD 1-2=14
BOT CHORD 1-3=0
5-4)
1)This truss has been designed for the wind loads generated by 120'mph winds at 25 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 . If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist :they are not exposed to wind. The -
lumber DOL increase is 1.33, and the plate grip increase is 1.33 .
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 1 and 45
lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.
LOAD CASE(S) Standard
p, 183
No. 4 5161bb
10 • 4C
STATE OF rV
JOR
March 13,2002
WARNING - VerVy design paransetefs and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. _®
Design valid for use only with MITek-connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be .. _
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss
designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrloation, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91
Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Tek®
Symbols
PLATE LOCATION AND ORIENTATION
1'/. * Center plate on joint unless
dimensions indicate otherwise,
Dimensions are in inches. Apply
plates .to both sides of truss and
securely seat. .
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MiTek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
continuous lateral bracing.
BEARING
A
w Indicates location of joints at
r)
which bearings (supports) occur,
Numbering System
J2 J3 J4
TOP CHORDS
ca c3
WEBS J5
cc
O _ 0
U O
Q.
O
a
ce ci cc r0
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFTTO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTek
TM
PANEL
CLIP
G,o.NG-M,,L p HYDRO -AIR
Failure to Follow Could Cause Property
Damage or Personal Injury
1, Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties.,
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully, Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at I14 panel length(+ 6" from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator, General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins .
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13. Do not overload roof or floor trusses with,..
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15, Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job russ Truss Type
JUNAIDIE BUDIMAN PE #/45161 ty ly H RT N A
12177545
DR2289A MT MONO TRUSS 16472 Segovia Cir. N. 10 1
Pembroke Pines, FI 33331-4627. optional)
A PAN- H, L N W i e Industries,Inc.1 R1 s Aug 1 I ek Industries, Inc. Wed Mar 1 1: Page 1
1-0-0 2-6-0
1-0-0 2-6-0 2x4 II
Scale = 1:8. 3
6.00 F`17
2
C, —X
2x4 -
4
1
2x4 it
2-6-0
2-6-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.00 1 > 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a
BCDL 10.0 Code SBC/ANSI95 1 st LC ILL Min I/deft = 360 Weight 11 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2 = 191/0-1-8, 4=108/0-1-8
Max Horz 2=1390oad case 4)
Max Uplift2=-128(load case 4), 4=-94(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=17, 2-3=0, 3-4=-85
BOT CHORD 2-4=0
6-5)
1) This truss has been designed for the wind loads generated by 120 mph winds.at 25 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95. If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer
should verify capacity of bearing surface.
3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. -
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 94
Ib uplift at joint 4.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.
LOAD CASE(S) Standard. XDI 13
eta. 4.5161 ,tr
Yp' A oRssQNAL
March 13,2002
WARNING - ver jfy design parameters and READ NOTES ONTHIS AND REVERSE BIDE BEFORE USE. s—
Design valid for use only with Mllek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss _
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the..
responsibility of the erector. Additional permanent brbrcing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and Hill-91 M iTek® Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 583 D'OnOtrb Drive, Madison, W153719.
Symbols
PLATE LOCATION AND ORIENTATION
13/4 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches.'Apply
plates to both sides of truss and
securely seat. ..
17-1
For 4 x 2 orientation, locate
plates I/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots, Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
continuous lateral bracing.
BEARING
Indicates location of joints at
which bearings (supports) occur,
FORM018,019
Numbering System
J2 J3 J4
TOP CHORDS
c2 c3
WEBS J5
Cr
O _ o
Q
U O
y
O U
a
Oc8c? cb
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTek®
PANEL
TM
CLIP
GANG -NAIL ® OBYDRO- AW o
Genera! Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1, Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at I/4 panel length(+ 6" from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication,
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection,
8. Plate type, size and location dimensions
shown indicate minimum plating requirements,
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13. Do not overload roof or floor trusses with,
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job r russ Truss Type Qty Ply N 89 A
JUNAIDIE BUDIMAN PE #45161
1 12177546
DR2289A S ROOF TRUSS 16472 Segovia Cir. N. 2 1
Pembroke Pines, FI 33331-4627. optional)
A J- PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MI ek Industries, Inc. Wed Marl : 1: 1 2002 P`a`g`e_T_
1-5-0 5-2-5 9-10-13
1-5-0 5-2-5 . 4-8-7 4
Scale - .2
4.24 12 3z4
d.
3
2
1
2x4 -
5-2-5 9-10-13
5-2-5 4-8-7
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl - PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.05 6-7 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 > 999
BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 42 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (Ib/size) 4=312/0-1-8, 2=523/0-5-11, 5=430/Mechanical
Max Horz 2=368(load case 2)
Max Uplift4 = -363(load case 5), 2=-283(load case 2), 5=-206(load case 3)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=35, 2-3=-943, 3-4=76
BOT CHORD 2-7=865, 6-7=865, 5-6=0
WEBS 3-7 =166, 3-6 =-942
6-5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 4, 283 Ib
uplift at joint 2 and 206 lb uplift at joint 5.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.
LOAD CASE(S) Standard ,Q VE IS+%
1) Regular: Lumber Increase=1.33, Plate Increase = 1.33 ..••.• /A
Uniform Loads (pIf) FVert:1-2=-74.0
Trapezoidal Loads (pIf)
Vert: 2=4.4-to-4=-183.1, 2=0.0-to-5=49.5 * • No. 4 5161
STAVE OF w
ORk
March 13,2002
WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SME BEFORE USE. ®®
Design valid for use only with MtTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibility of the erector. Additional permanent brarcing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 / MHandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719: ®
IN
Symbols
PLATE LOCATION AND ORIENTATION
13/4 *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
s:ec urely seat.
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MiTek/Gang-Nall Joint/Plate Placement Chart.
Numbering System
J2 J3 J4
TOP CHORDS
c2 ca
WEBS J5
Q
0cr0
O
a
ce c7 u O
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
nA Indicates location of joints at
which bearings (supports) occur.
MiTeke
TM
PANEL
CLIP
FORM018,019 GANG -NAIL @ yog-goryal®
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at I14 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection,
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14, Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
PLOT PLAN
DESCRIPTION (AS FURNISHED)
LOT 92, BAKERS CROSSING PHASE 2
AS RECORDED IN PLAT BOOK '62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
1' — 30'
GRAPHIC SCALE
0 15 30
LOT 92 CONTAINS 5500 SQUARE FEET t
THIS STRUCTURE CONTAINS 1787 SQUARE FEET t
TOTAL CONCREFE 564 SO. FT. t
TOTAL SOD 3129 SO. FT, t
TRACT „B„
OPEN AREA
50.00'
z S90'00'00"E 26._
LOT 92
DRAINAGE TYPE A'
11
i
i
i PATIO,
5.0' 5.0'
40.0'
W
40.00'
LOT 91 0
0
00 LOT 93
o0 00OPROPOSEDoNOQ -
O 2289 r< a 0 — - - FINISH FLOOR
ELEVATION=29.1z /C Q e--
V)
in 5.3' a
5.0'
19.7' ;.. 15.0'
10' UTILITY EASEMENT
N90'00 00 W
50.00' o;o 0
b10 U - I01ij0:" 11
0;
70_00'
350.00' API O
APT S90'00'00"E - 420.00' 1
LUSITANA WAY CENTERLINE OF I Q.
CT „ A RIGHT-OF-WAY Q, TRACT Q50' RIGHT OF WAY
PLANS REVIEWED
CITY OF SANFORDBUILDINGSETBACKS
FRONT: 25'
REAR: 20' LEGEND
SIDE: 5'
CORNER: 15' BUILDING SETBACK LINE
CENTERLINE - MLW MINIMUM LOT WIDTH
POB POINT ON BOUNDARY -
RIGHT OF WAY LINE POL POINT ON LINE -
PREPARED FOR: XX PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE
POC POINT ON CURVE
D.R. HORTUN PROPOSED DRAINAGE FLOW OR C OFFICIAL RECORD
1. ELEVATIONS SHOWN ARE PER LOT GRADING CONCRETE0 PD PLANNED DEVELOPMENT
o DENOTES DELTA ANGLE
PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS
LS LAND SURVEYOR
L DENOTES ARC LENGTH
G.B. DENOTES CHORD BEARING
PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE _
THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION
ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE
PT DENOTES POINT OF TANGENCYTHEPROPOSEDHOUSE. REFER TO HOUSE PLAN AND OPTION M) MEASURED
CALCULATEDLISTFORCONSTRUCTION. NDFND FOUND A/C AIR CONDITIONER
ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA C/ CONCRETE WALK caw CONCRETE BLOCK WALL
FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES WSW SIDEWALK RP RADIUS POINT
R RADIUS -
ONLY, - THIS IS NOT A SURVEY
CP CONCRETE PAD
PB PLAT BOOK CS CONCRETE SLAB -
C CHORD LENGTH
THIS IS A PLOT PLAN ONLY
PGS PAGES
SO. FT. SOUARELFEET DE ORB OFICIALFRECORDS BOOK
1. THE SURVEYOR HAS NOT ABSTRACTED THE
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL LAND SHOWN HEREON FOR EASEMENTS, RIGHT
RESTRICTIONS OF RECORD WHICHNO1202890045EDATED4/17/95 AND FOUND kr OF WAY,
MAY AFFECT THE TITLE OR USE OF THE LANDTHESUBJECTPROPERTYAPPEARSTOLIEINZONEA, ut 2. NO UNDERGROUND IMPROVEMENTS HAVE BEENAREAWITHIN100YEARFLOODPLAIN. LOCATED'EXCEPT AS'SHOWN.
3. NOT VALID WITHOUT THE SIGIIATURE AND THE ORIGINAL
BEARINGS SHOWN HEREON ARE BASED ON THE RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
EASTERLY LINE OF LOT 92 AS AND MAPPER.
BEING NOO'00'00" E PER PLAT.
FIELD DATE:) REVISED:^
SCALE: 1 = 30 FEET
APPROVED BY: SJ AMERICA 1 SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LBy6393
FOR
THE4RMASM42142JOBNO. 320 EAST SOUTH STREET, SUITE 180 l FIRM
MODEL CHANGE a-7-o3 JML ORLANDO. FLORIDA DATEDRAWNBY: LOT PLAN 07/24/03 SOD 32801— (407) 426-7979 WILLI.A28 I
A