HomeMy WebLinkAbout328 Lusitano Way - BR03-002430 - SFRPERMIT ADDRESS
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
D R. Horton
6250 Hazeltine Nat'l Dr #102
Orlando, FL 32822
407)857-9101 •_ ._
CBC 055300
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR,
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE _
SUBDIVISION
I
a,
0
CERTIFICA:E OFF OCCUPANCY / COMPLETION
This is to certify that the building located at
328 LUSITANO WAY for
which permit 03-00002430 has heretofore been issued on 7 25/03
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 complies with all the
building, plumbing, electrial, zoiiing and subdivision regulations ordinances
of the City of Sanford and with the provisions of these regulations.
STAFF
APPROVAL Subdivision Regulations Apply: Yes No BUILDING:
Finaled
ZONING:
Inspected
UTILITIES:
Water
Lines
In Meter
Set
Reclaimed
Water
DATE
APPROVAT FIRE:
Inspected
Sewer
2 ,
tea. Lines In Sewer
Tap
Street
Drainage
2 Paved Maintenance
Bond
PUBLIC
WORKS: Street
Name
Signs
s,rw Street
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 DATE
APPROVAL DATE
AMOUNT 8/
20/03 8/
22/03 7/
28/03 8/
25/03 8/
04/03 7/
28/03 7/
28/03 7/
28/03 20.
00 20.
00 10.
00 10.
00 10.
00 10.
00 59.
27 54.
00
PAGE: 2
CERTIFICATE 0V OCCUPANCY / COMPLETION
This is to certify that the building located at
328 LUSITANO WAY for
which permit 03-00002430 has heretofore been issued on 7/25/03
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:
01-OPEN SPACE 7/28/03 279.61
01-POLICE IMPACT- RESID 7/28/03 91.93
01-RADON GAS TAX FEE 7/28/03 12.27
01-ROAD IMPACT FEES 7/28/03 847.00
01-RECOVERY FD/CERT. PGM. 7/28/03 12.28
01-SCHOOL IMPACT FEE 7/28/03 1384.00
WD IMPACT:SINGLE FAMILY 7/28/03 650.00
SD IMPACT:SINGLE FAMILY 7/28/03 1700.00
Yes No
J a m Ile
O BUILDING OFFICI / DATE f le)
1.
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPEC'TdON
SINGLE FAMILY RESIDENCE**** f Wo 5
DATE: , -03
PERMIT #: 03 ' 1
ADDRESS:
CONTRACTOR:
PHONE #:
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.
Engineering Fire Y\
ublic Wor M r ;"NoAoning v\ ,k
1 Utilities Licensing v\ 'f
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE: a-:^' _03
PERMIT #: 03
ADDRESS:
CONTRACTOR:
PHONE #: - 8 a - y
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.
ngineering',-A'
Public Works
Utilities
0Fire I w
Zoning L A
Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
1 I 1
CERTIFCATE OF OCCUPANCY 1
REQUEST FOR FINAL INSPECTIO& 1 1 1
1 1 r
SINGLE FAMILY RESIDENCE**** '
I I
H I
DATE: a-7 -03
W C d C aR
PERMIT #: 03 w 1
ADDRESS:
4 I
CONTRACTOR: a °' `
G C G r1 cr ;, ++ w c
ci
PRONE #:
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.
Engineering
Publilo Wnv-L-c
Fire Y\ I A
oning V ,-
Licensin V\ ( , g
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
FEDERAL EMERGEWZY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E
ELEVATION 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
328 LUSITANA WAY
CITY STATE ZIP CODE
SANFORD FL 32773
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 91, 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: 0 GPS (Type):
If or ##.###W# NAD 1927 NAD 1983 USGS Quad Map Other.
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIPCOMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 7 B3. STATE
SEMINOLE COUNTY 120289 SEMINOLE FLORIDA
B4. MAP AND PANEL B7. FIRM PANEL 69. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) ZoneAO, usedepth offlooding)
1202890045 E 4117t94 1 4117PA A 24.6
B10. Indicate the source ofthe Base Flood Elevation (BFE) data orbase flood depth entered in B9.
FIS Profile . FIRM Community Determined 0 Other (Describe): NEALHILER ENGINEERING, INC.
1311, Indicate the elevation datum used for the 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: Construction Drawings' Building UnderConstruction* 0 Finished Construction
A new Elevation Certificate will be required when construction ofthe building is complete.
C2. Building Diagram Number 1(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, providea sketch orphotograph.)
C3. Elevations — Zones AlA30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARA, ARAAE, ARIA1 A30, ARIAH, ARIAO
Complete Items C3.-N below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in
Section B, convert thedatum to thatused for the BFE. Showfield measurements and datum conversion calculation. Use the spaceprovided orthe Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum Conversion/Comments
Elevation reference mark used _noes the elevation reference mark used appear on the FIRM? Yes ®No
o a) Top of bottom floor (including basement orenclosure) 29. Eft(m)
o b) Top of next higher floor NIA. _ft.(m) W
o c) Bottom of lowest horizontal structural member (V zones only) WA.
o d) Attached garage (top of slab)
ft.(m)
29. 2 it.(m)
00
E 13
o e) Lowest elevation of machinery andlor equipment W ca
servicing the building (Describe in a Comments area) 29.0 ft.(m) E ro
o f) Lowest adjacent (finished) grade (LAG) 27.7 ft.(m) z'
o g) Highest adjacent (finished) grade (HAG) 29. 0 ft.(m)
o h) No. ofpermanent openings (flood vents) within1. fL above adjacent grade 0
o q Total area of all permanent openings (flood vents) in C3.11 0 sq. in. (sq. cm)
SECTION D - SURVEYOR, ENGINEER, ORARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law 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.
CERTIFIER'S NAME: WILLIAM R. MUSACTELLO, JR. LICENSE NUMBER:4928
TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC.
ADDRESS CITY STATE ZIP CODE
320 E. SOUT S*EWftTE 10 ORLANDO FL 32803
SIGNATURE fV DATE TELEPHONEI h V1,K. 1125103 (400 426-7979
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 X,
i BUILDING STREET ADDRESS (including Apt, Unk Suite, andfor Bldg. No.) OR P.O. ROUTE AND BOX NO.
328 LUSITANA WAY
For Insurance Company use:
Policy Number
CITY STATE ZIP CODE I Company NAIC Number
SANFORD FL 32T73
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
COMMENTS
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 Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or 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 — seepages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) ofthe building is _ ft.(m) _in.(an) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent
grade. Complete items C3.h and C31 on front of form..
E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(an) above or below (check one) the highest adjacent grade. (Use
natural grade, if available):
E5. For Zone AOonly: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community
issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and Eare co rud to the best ofmy ImoWedge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE
COMMENTS
DATE TELEPHONE
Check here ifattachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by laworordinance to administerthe community's floodplain management ordinance can complete SectionsA, B, C (or E), and G of this Elevation
Certificate. Complete the applicable Rem(s) and sign below.
G1. The information in Section C wastaken 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.)
GZ A community official completed Section Efor a building located inZone A (without a FEMA- ssued or community4ssued BFE) orZone AO.
G3. The following information (Items G4-G9) is provided for community floodplain management purposes.
G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY
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:
G9. BFE or (in Zone AO) depthofflooding at the building site is: _ ft,(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
Check here if attachments
FEMA Form 81-31, January 2003 Replaces all previous editions
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 91, 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
NOTE:
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'
0 S90'00'00"E
LOT 91
W
O
0a O0NQO
0az0
LOT 90 0Z o 01? O
40.0'
Q Z=2X34'41"
R=75.00'
L+= 30.-8p6'
1 A CONONECRETETBLOCK rn OY0 O CB=S78`12'40"VV
RESIDENCE P O LOT 9 2 ,
FINISH FLOOR o -o - C=30.65
ELEVATION=29.54
O
O
COVERED
ENTRY
A 5.0 A
18.0' ono 15.0'
plc^ :•CONCRETE.::3' C W
S :DRIVEWAY. :
70' UTILITY EASEMENT t'13' ALK IS
OFF
WALK YY
Oof N90.00'00" 1OFF -
ti o
ola 20.00' Ol c OIN WALK
IS
of pA 1.3'
OFF P- PTA---
N90'00'00"E LUSITANA WAY
50' RIGHT
OF WAY p0 pp
p0 A hp. hap0 e O
CERTIFIED TO
AND FOR THE PG EXCLUSIVE
USE OF: 1. ALL
DIRECTIONS AND DISTANCES HAVE BEEN FIELD
VERIFIED AND ANY INCONSISTENCIES HAVE
BEEN NOTED ON THE SURVEY, IF
ANY. 2. PROPERTY
CORNERS SHOWN HEREON WERE SET/FOUND
ON 01-1-03, UNLESS OTHERWISE SHOWN. 3.
THE
SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN
HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS
OF RECORD WHICH MAY AFFECT THE
TITLE OR USE OF THE LAND. 4. NO
UNDERGROUND IMPROVEMENTS HAVE BEEN - LOCATED EXCEPT
AS SHOWN. 5. NOT
VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND
MAPPER. I HAVE
EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289
0045 E DATED 4/17/95 AND FOUND THE SUBJECT
PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN
100 YEAR FLOOD. ELEVATIONS SHOWN
HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL
AS FURNISHED. BEARINGS SHOWN
HEREON ARE BASED ON THE NORTHERLY
LINE OF LOT 91 AS BEING N90'
00'00" W PER PLAT. FIELD DATE:)
7-10-03 I REVISED: SCALE: 1 =
30 FEET APPROVED BY:
WRM JOB NO.
ASM41465 DRAWN BY:
11-21-
03 CKB 30ARD 8-
11-03 CKB PLAN 4-
22-03 SDO I NN
L.
LIO
IU Q
O420.
00'
Q 0- CENTERLINE
OF—,
Q RIGHT-OF-WAY D.R.
H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL
TITLE INSURANCE COMPANY OF PENNSYLVANIA BRADD W.
SCHICK AND SANDRA D. SCHICK CH MORTGAGE
COMPANY, I , LTD. LEGEND BUILDING
SETBACK
LINE CENTERLINE RIGHT
OF
WAY LINE EXISTING ELEVATION
CONCRETE LB
LAND
SURVEYING BUSINESS LS LAND
SURVEYOR PRM PERMANENT
REFERENCE MONUMENT PCP PERMANENT
CONTROL POINT P) PER
PLAT M) MEASURED
FND __FOUND
C/W
CONCRETE WALK S/W
SIDEWALK CP CONCRETE
PAD CS CONCRETE
SLAB C CHORD
LENGTH PK PARKER
KALON R Penns
320 EAST
SOUTH STREET, SUITE 180 ORLANDO. FLORIDA
32801- (407)
426-7979 Q FND
NAIL AND DISC LB #6393 (
01/26/03) LBSET 63931(
01/26/03)ROD AND CAPCNACORNER NOT
ACCESSIBLE A DENOTES DELTA
ANGLE _ L DENOTES ARC
LENGTH C.B. DENOTES
CHORD BEARING PC DENOTES POINT
OF CURVATURE PI DENOTES POINT
OF INTERSECTION PRC DENOTES POINT
OF REVERSE CURVATURE PT DENOTES POINT
OF TANGENCY TYP TYPICAL A/
C AIR
CONDITIONER CBW CONCRETE BLOCK
WALL RP RADIUS POINT
CHU OVERHEAD UTILITY
LINE 10 IDENTIFICATION POL
POINT ON
LINE PCC POINT OF
COMPOUND CURVE UCCS UNCOVERED CONCRETE
SLAB SURVEY, SUBJECT TO
THE SURVEYOR'S NOTES CONTAINED HEREON MEETS
THE APPLICABLE MINIMUM TECHNICAL STANDARDS"
SET FORTH BY THE FLORIDA
BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS
IN CHAPTER 61G17-6, FLORIDA
ADMINISTRATIVE CODE PURSUANT TO CHAPTER
472.027, FLORIDA FOR THE FIRM
aTELI_
b
JR.
PSV;492b DATE
Permit # . , 3
Job Address: c
Description of Work:
Historic District: Zoning:
CITY OF SANFORD PERMIT APPLICATION
Date:
Value of Work: $
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service—:# of ,AMPS Addition/Alteration Change of Service Temporary Pole
TT'
Mechanical! Residential Non -Residential Replacement New (Duct Layout & l;nergy Cabe. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form require-d Ryu otlmr,, t1Faa %}
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address'
Phone: __
Contractor Name & Address: ms ;G &r A COi f "
T
ems
0' _ + ' ate License \umber '+ R
Phone & Fax: I —ARE F Y TexT Ptah"WrO32448 40% rJE1 3G041
Bonding Company: t
Address: - ----
Mortgage Lender:
Address: — --
Architect/Engineer: Phone:
Address: Fax: -
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done l compliance with all applicable )Pws r(; ttlatingconstructionandzoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENEMENT MAY RESULT IN YOUR l't, YU-4G TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CO ULT WOUR LENDER OR h) ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. i / NOTICE:
In addition to the requirements of this permit, there may be additional restrictions aypl'icthis
county, and there may be additional permits required from other governmental entities such as Acceptance
of permit is verification that I will notify the owner of the property of Signature
of Owner/Agent Date ble
X7mana iroperty
th maybe found in public record of va
erirtent tracts, state agen .s, or f(dml agencies. f
e w, FS 7 3 %
5 /03 of
Conmactor/Agent Date XT
G. IDELLO RUSSO Print
Owner/Agent's Name t Contra'or As Signature
of Notary -State of Florida Date Signature of No--a-y Owner/
Agent is _ Personal]% `ono n to Me or Contractor/Ag.-.: is Produced
ID Producr':D APPLICATION
APPROVED BY: Bldg: Zoning: Initial &
Date) (Initial & Date) SPccla!
Conditions: Date
eDIANE
CAROL TOOWMIAN MY
COMMISSION # DD 184234 1 EXPIRES:
February 17, 2007 KttbhlOta9tPublicUrndervrthersFD: _
Initial &
Date) (Inrtia &! Dat
aan.o:•r+.. .- r:c•r,v...rvcre.Y:r...:. ..,,.,sl,, .::.v,. ..':..
CITY OF SANFORD PERMIT APPLICATION
r 3- 3v Date; 12
Permit r
Job AddrtK .l/2-`-'G-,GfS / =.0 v -- -• - -
pc;frlpfiup
01.Pr 1 pi111111 POO; V lur jY tif
permit Type, BuildingElectrical ., Mechanical PlumFire Sprinkler/Alarm Pool P bingrChangeof.
Scrvicc _ _ Tempor8ry Pole _ Electrical: New
Service - R of AMPS Addition/Alleranon Mechssnicid: Residential
Non -Residential Replacement New (Duct Layout & Energy CHIC. Required) Plumbing/ New
Commercipl: p 0f Fixtures r9 01' Wald c$ $ewer Lines Of G'as l.incs _ Plumbin(/New
Residential: k of Water Closets.,_ Plumblag Repair- Residential or Commercial Occupa.nry
Type: Residential V Commercial ttwusura, • - - Construcllon Type;
q of Stories: p of Dwelling Unih'. blood zone: (FEMA form rcquirud for other than X) Parcel x:
Dwncra Name
6 Addree.: J L_ ter_ Contractor+
me
L lddre,,
Phone &
Fax:.
Attach Proof
u(Ow nershlp R. Legal Dtye piton) i / /A L- j -
2 % -
I,, Stale License Numner 4 Contact
Person: Ilonding.(:nmpany.
Mortgage Lender -
address: .. ...Phone.
ArchitecUEnginccr: Faa
D-3c1
AddMA: ..-• - Application
is
hereby made to obtain a permit w do the work and installations as indicated. I certify that no wtrtk or insull+non has commenced prior to the issuance or
a permit and that all work will be perrormcd to meet alanduds of all laws Preo tingcoristruction FURNACES Bin
tLE(LShis nHEction, VndcrsranSandta
span e permil must
be secured for ELECTRICAL WORK, PLUMPING, SIGNS, WELLS, AIR CONDITIOh'
ER, ctc. OWNER'S
AFFIDAVIT: I ttniry that all ol'the foregoing inronrunon is accurate and taut all wk" reill be done in compliance wieh ail applicoblt laws rcgvlr ^6 construcTion andzoning• WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM ENCEMPN'fMAY RESULT IN YOUR PAYFNG TIVICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAN FINANCING, CONSULT WrT-H YOUR LFNDER OR AN ATTORNEY BEFORERECORDMOYOURNOTICEOFCOMMENCEMENT. NOTICE: in
a4dition to she requirements of thin permiu there rruy he additional restrictions applicable to this properry that moy be found in the public rccords of this county, and them may be additional permits rcquircd fmm other govemmcnul a nna such +s w+et manogcrnenl dismcu, lute agrncles, Or fcdrnl abrnucs. Acceptaruc of
permit Is vcrirlwion ihal I will notify the owner ol'the property of the rtquuemcnt-e oLhlort 'i L3w, F 713. Dale iRn
as
citeofOwner'/Agent Dili: .lignature Or COnrnefor/AEalt Print Owner/Agent'
s Nome Print Cunrr-aeror/
Agent'. Namc Si nature?01
aiY$utc nr i 1I Vutc Signature of Nla-
Stoic of Flonda Iwncr/ngant is
Ycliunnlly Kamm ur etc Of r,'Wunclnr/A,cni Is Yrru naJy Known IV Mr vi Produced ill r
l'I'
i.Il aTlt)\ A)'I'u0VC.1) IlY''I &Date) (Initial & 1)vlc) (IiwUal S I)tc. Initial & 1)aw)
U l l
r,., Marie A. ZettlemoyeT lr?Y.P(
er Commission #DD221380 Expires: Jul 1512007
e Bonded Thru Inc.
CIO ., Atlantic Bonding
Permit #
Job Address:
CITY OF SANFORD PERMIT APPLICATION
Date:
r
Description of Work: (,ISM P Q 1,,b , luny YZ i 1 } a.
Historic District: Zoning: Value of Work:
1
Permit Type: Building Electrical Mechanical _ Plumbing X Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Caic. Required) i(0
Plumbing/ New Commercial: # of Fixtures
c#
of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets 4` Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: , (Attach Proof of Ownership & Legal Description)
Owners Name & Address: '/
Phone:
Contractor Name & Address:
ADVANTAGE PLUMBING, INC. State License Number:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Person:
Phone:
Fax:
Application'is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I.understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county; and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requireme s o Flom en Law, FS 713.
Signature of Owner/Agent Date Signature of Co or/Agent ate
A T: S r-4t,
Print Owner/Agent's Name Print Contractor/Agent's Name
I
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
Owner/Agent is -
Produced ID
Personally Known to Me or
APPLICATION APPROVED BY: Bldg:
Initial & Date)
Special Conditions:
Zoning:
recmmca
MARTHA Y. HALLContractor/Agent is P a " aylcbmwl SION # CC 875840ProducedID
z : February 1, 2004
Mqf' 8ontled Thru No" Public Ulderwritore
Utilities: FD:
Initial & Date) (Initial & Date) (Initial & Date)
COUNTY OF S[MlNOLE
IMPACT FEE TATEMENT
ISSUED BY CITY OF SANFORD
r
u x8TATEMENT NUMBER 103-75527 DATE: \ /O/'
BUILDING PERNI COUNTY NUMBER:
UNIT ADDRESS:
TRAFFIC ZONE: JURISDICTION:-_~-... .... .... .... .....
SEC: TWP: RNG: PARCEL:
S t. j B DI V1 13 1 C90.TRACT:
PLAT BOOK: PLAT BOOK—F GE: __ BLOCKn ____ LOTo
J-' OWNER NAME: '
ADDRESS:--,'7____________
APPLICANT NAME: '
ADDRESS%
LANDLAND USE CATEGORY: 001 - Single Family Detached House
TYPE US[: Residential
WORK DESCRIPTION: Single Family House: Detached - Construction
FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE
TYPE DIST SCHEDULE DESC. UNIT OF UNITS
ROADS
ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00
ROADS
COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 |
LIBRARY CO -WIDE O dwl unit 54.00 1 $ 54.00
3CHOOLS CO -WIDE O dwl unit 1,384.00 1 $ 1,384.0O
AMOUNT DUE $ 2,285.00
STATEMENT
RECEIVED BY: 1__ /k_=_0 tit yD _ SIGNATURE:
PL[ASE PRINT
NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ****
DISTRIBUTION: 1-COUNTY 3-CITY
2-APPLICANT 4-COUNTY
NOTE**
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH
ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT,,
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATIOHS OF THE ROAD, LIBRARY SYSTEM AND/OR
EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING
A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING
SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR
OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE
COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS
MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE:
1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474.
PAYMENT SHOULD BE MADE TO: CITY OF SANFORD
BUILDING DEPARTMENT
300 NORTH PARK AVENUE
SANFORD. FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFEREHCE
THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP
LEFT OF THE NOTICE.
THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A***
SINGLE FAMILY BUILDING PERMIT********************
Permit # : O
Job Address:
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
y
rahrmalvairl
Date:
Zoning: Value of Work:
Permit Type: Building t Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage: 'T 1 aulsl:y
Construction Type: ?-% # of Stories: —J— # of Dwelling Units: , Flood Zone: (FEMA form required for other than X)
Parcel N:
Owners Name & Address:
V
Contracto Name & Address:
Phone & Fax.
Bonding Company: _
Address:
Mortgage Lender: _
Address:
Architect/Engi neer:'A
Contact Person:
Attach Proof of Ownership & Legal Description)
Phone: Ak)-1 I Sr19- Q I
State License N
Phone:
Fax: 1
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements ofthis permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and thAe may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of rmi i teatio that I will notify the owner of the property of the requi7l nt of Florida Lien La - FS 13.
re o Owner/A Date Signature of Contractor/Agent Date
Print O
Sigtatu
Owner/
Prc
PATRICIA COULTON
NOTARY,PUBLIC STATE OF FLORIDA
APPUCA HOti APPROVED BY: Bldg:
Initial & Date)
Specia! Conditions:
Print Contras
Date St of
Contractor/As
Produced
Zoning:
PATRICIA COULTON
NOTARY PUBLIC STATE OF FLORIDA
ChM -MISSION NO. DD134330
L :;!hies: FD:
ial & Date) (Initial & Date) (Initial & Date
ov S 3 c
June 9, 2003
Roger Dixon, City Manager
City of Sanford
300 North Park Avenue
Sanford, FL 32771
RE: Estoppel Letter
This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City
of Sanford and as the basis for the issuance of Permit No. for the
following work: Construction of a SFR on Lot 91, Bakers Crossing Phase 2,
328 Appaloosa Ct. Sanford, FL 32773
D.R. Horton Inc., hereinafter referred to as the "Owner", recognizes that issuance of
Permit No. will be made with numerous limitations as more
particularly set forth herein. The Owner recognizes that this approval does not
exempt us from complying with any applicable building codes, land development
regulations, Comprehensive Plan requirements, or exempt our site or buildings from
any applicable development regulations.
By issuing Permit No. , the city does not guarantee approval of any
other development orders or development permits. The Owner acknowledges and
agrees that no Certificate of Occupancy will be issued by the City for the above
mentioned property until all required land development approvals have been
obtained and all required improvements have been installed, inspected and
authorized for use by the City. The owner hereby grants the City the right to deny
use of the SFR for occupancy until all of the above -referenced project is in
compliance with all applicable development regulations.
The Owner hereby agrees to indemnify and hold the City and it's officers, employees
and agents harmless for any and all losses, damages, injuries and claims in any way
relating, directly or indirectly, to the permitting or construction of the above -
referenced project or the issuance of Permit No. . The owner also
agrees to the following as additional conditions for Permit No.
6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228
p.R.HpBMW
Roger Dixon, City Manager
The Owner hereby agrees to disclose the contents of this document to any and all of
our successors in interest, contractors, sub -contractors and agents. The
undersigned further warrants that he or she is authorized to bind the Owner and has
been duly authorized to sign this documents.
WITNESSES:
i
Signature
Patricia Coulton
Printed/ Typed Name
Signature
Medalid Jorge
Printed/ Typed Name
STATE OF FLORIDA
COUNTY OF ORANGE
Owner)
Signature
Robert A. Lawson
Printed / typed Name
Assistant Secretary
Title
The foregoing instrument was acknowledged before me this 6th day of June, 2003
by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is
penally known to r who produced their Florida State Identification.
OFFICIAL tiO"ARY SEAL
PATRICIA COULTON
NOTARY PU8L.0 SPATE OF FLOR11aA
COMMISSION NO. DD134WYCOMM[SSIOn' Xi.1t;t_.Y26,2006
Notary Signature Notary Stamp
6250 Hazeltine National Drive - Suite 102 - Orlando, Florida 32822 - (407) 857-9101 - Fax (407) 857-9228
D. R. HORTON HOMES
SFR PERMIT PACKAGE
CITY OF SANFORD CHECK LIST
2-
LOT #(1 1 SUBDIVISION: BAKERS CROSSING
ADDRESS -ai-\3TT12 . rc.
6"#2! /17`
BUILDING APPLICATION
POWER OF ATTORNEY
2 SETS OF SEALED PLANS
2 PLOT PLANS
R FL
3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT
ATTACHED TO THE PLANS
2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS
ATTACHED TO THE PLANS
UTILITY FORM
NOTICE OF COMMENCEMENT
APPEx CONTRACT
DriKOJ ej' m,-
I hearby name and
Limited Power Of Attorney
int: Craig Coulton and
each agent's of D.R. Horton Inc.
To be my lawful attorney in fact to act for and ply
The Building Dept. of: C - ri
on
For a residential permit for work to be performed at:
Lot # : - —Subdivision: alaus Crosslo
Address: = Z.c, G c. i- , LS) , p=L .
And to sign my name and do all things that are necessary
to this appointment.
Richard B. Ladd CBC055300
Contractor State Registration Number
r,4o._p
Signature of Contractor
This foregoing inst me t was acknowledged before me this:
Date: By: Richard B. Ladd ( Contractor )
Who is personally owh to me.
State of FI a MFI , A..
PATRICIA COULTON
County ;
6t.rvy
ge - NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. DD134330
MY COMMISSION F.XPr UL_Y26 200b
Public Signature Notary Seal
CITY OF SANFORD
P.O. Box 2847
SANFORD, FL 32772
PHONE # (407) 330-5630 - FAX # (407) 328-7367
APPLICATION FOR UTILITY SERVICE
ACCOUNT (FULL NAME) MAIDEN NAME
NAME ., • 4QC+orl . `C -
SERVICE ADDRESS
MAILING ADDRESS
TURN ON DATE
4vpA L'rc
OWNER OF PROPERTY
l rw MU l l "ZIP -aaa
SINGLE FAMILY RESIDENCE 77
MULTI -FAMILY RESIDENCE
COMMERCIAL
HOME#
WORK#40q--r3si-91L
I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS.
I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY
CHARGES IN EFFECT AT THE TIME OF DELIVERY.
Y
SIGNED;-.1 t'T-`'`' DATE
DO NOT WRITE BELOW THIS LINff_
DEPOSIT AMOUNT $ CUSTOMER#
APPLICATION FEE $ LOCATION#
OTHER FEES $ LAST BILL READ
THIS READ
TOTAL $
CSR DATE
CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT
1, Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences)
2. Two (2) complete sets of construction design drawings drawn to scale,
Complete sets to include:
a, Foundation plan indicating footer sizes for all bearing walls. Provide side view detailsofthesefooterswithreinforcementbarreplacement.
b. Floor plan Indicating interior wall partitions and room identification,
room dimensions, door, i And st id/or openingening sizes, smfixturesokedetector, location(
s), landings, docksdistances fromwallsaretobeshown. NotetheStateofFloridarequirementsfor bath door for compliance of
Handicapped Code (F.S. 553, Part 5) o
C. Elevations of all exterior walls, east, west, north and south. Finish floorelevationheightasperCityEngineeringDepartmentorsubdivision
plat. D
d. Cross sections of all wall sections to be used to the structure. Bearing non -bearing inter and exterior. Show all components of wallsection. o
e. Framing plan for floor joists where conventionally framed. Plan to Indicatespan, size and species of materialsto be used. O
f. Engineered truss plan with details of bracing. Engineered beams for spacing
openings to carry and support trusses. O
g. Stair details with tread and riser dimensions, stringer size, methods of attachment,
placement of handrails and guardrails. o
h. Square footage table showing footagest S.F. Garages/
Carports - S.F. Porch(
s)/Entry(s) S.F. Patio(
s) S.F. Conditioned
structure Total (
Gross Area) ---- 3.
Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4.
Soil analysis and/or soil compaction report. If soils appear to be unstable orifstructuretobebuiltonfill, it report may be requested by the Building
Official or his representative. S.
Other submittal Documents: p
a. Utility letter or approval when public water supply and/or sewer system connection
to be made. o
b. Septic tank permit to be obtained from Seminole County Health Department
att 400 W. Airport Blvd,Sanford, F) (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the CityEngineerfordetailsregardingthearborordinanceandpermit. 0
6. Application to be completed thoroughly and signatures provided by it licensed
and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONSTOSIGNAPPLICATIONASPERFLORIDASTATESTATUTE
489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued,
inspections will not be scheduled or made and subcontractors will be subject
to penalty under the City Ordinances. REQUIREDINSPECTIONSDURINGANDUPONCOMPLETIONOF CONSTRUCTION 1.
Footer 2.
Underground, electrical, mechanical and plumbing 3.
Foundation elevation survey 4.
Slab 5.
Lintel- tie beadis - columns- cells 6.
Rough electrical 7.
Rough mechanical 8.
Rough plumbing 9.
Tub Set 10.
Framing 11.
Tenant Separation / flrewall 12.
insulation, walls and/or callings 13.
Electrical final, mechanical final and plumbing final 14.
Building final 15.
Other DATE
SIGNATURE Ity (
honer r Authorized Agent)
Sentricon* Colony Elimination System
Pretreatment Plan Agreement
Date of Install :
Contract Number
PUCHA ERS NAME AND ADDRESS
Name•. ,
Address 621z2 _F \,4'
City/State/Zlp. 323ZZ.
Phone & Email
L!V-,q =-L"m
Quarterly Payment Amount Mwjavaipft
First payment due on the Install Anniversary Date)
Any payment deemed 30 days past due will result
In the cancellation of this Warranty and justify
removal of the Sentricon System.
Name
Address
City/State/Zip
Phone & Email
INSTALLATION ADDRESS: 5:{0,L --
SPECIAL OR ADDITIONAL COMMENTS
NOTIFICATION STICKER LOCATED: 3r-2 i-T' ate_.
DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will
warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described
property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary repairs and pay
the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no
additional cost to the Customer.
THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER
AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL
GOVrE THE RELATIONSHIP OF THE PARTIES.
Apex Representative Signature Date "Customer or Agent Signature Date
Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and
all applicable recommendations contained in literature provided by DowElanco:
1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof;
3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4. during those years, Inform the Customer of:
a. any new or increased termite activity noted at the Stations
b. any addition or. removal of Recruit* of Recruit* termite bait; and
C. any observed •effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmay, maintained for the LIFETIME of the Identified property subject to the terms and conditions of thisagreementforerquarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year.
The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water: under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or underthearea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyingInsectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph.
DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WA.RRAINTES, OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY. Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and In no, event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed.
SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)lt is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentngnotlessthanwoysriortotreatmentregardingany -allergy or,
sensit vie concerning odors, st,
tpolleand (2)lt Is their '
n, respiratory
ty to ify pIllnIllness, orexIniotherconditionthattmay)beaactivated or exacerbated by the products and or
ty
techniques utilized by Apex.
GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and
apply without exception.
1. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All componentsoftheSentricon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of theComponents, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as
installed by Apex on the Customer's premises under this agreement.
2. On expiratlon or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer toretrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition.
3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System
R. Apex wilt: (1)so notify the Customer, (2)offer Customer the alternatives of either using it different form of termite protectionordiscontinuingtherelationship(note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteinfestationsofcertainstructures. In such event Apex may not be able to offer a different
form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties)
agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)IftheCustomerelectstodiscontinuetherelationship, or If Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and,, (5)retrleve, or advise DoWElanco orItsrepresentativeswheretoretrieve, the Components from the Customer's premises; and
b. the Customer will; (I)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval oftheComponents; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this
relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticlde being applied on or close tothelocationofanyStation, or; (3) soil is removed or added around the foundatlon, or; (4) any tampering of baiting equipment or suppliesoccurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this
Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers
expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging any partoftheCustomer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the
time the work Is performed except those damages resulting from gross negligence on the part of Apex.
PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located InMerrittIsland, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex maywithoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue atthehighestrateallowedbylawduringtheperiodofanydelinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by
Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida, If any part of this Agreement isheldtobeInvalidorunenforceableforanyreason, the remaining terms and conditions of this Agreement shall remain in full force and
effect,
CHANGE IN LAW. In the event of it change in applicable law as it pertains to the services promised herein, Apex reserved the right to
revise the annual extension charge or terminate this Agreement.
DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfilling
Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuellor materials, sttikes,
embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex.
Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be
responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations;
3)termite damage resulting from direct wood to soil contact; (4)fumiture and contents; (5)areas of existing damage unless areas have been
repaired by Customer's evidence of receipts.
ARBITRATION. Not withstanding any provision contained herein regarding l tigation, in the event of any dispute arising hereunder,
Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures for
commerclal arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all the
provisions of the Uniform Arbitration Act as in force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. Tht
proceeding shall be governed by one arbitrator, and the location of arbitratlon will be Brevard County, Florida at the offices of Apex or It!
designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determinatlon of the arbitrators wil
be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis
and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding.
ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an(
no other representations of statements will be binding on the parties.
REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and b
relieved of any liability hereunder If Apex determines, In its sole discretion, that It Is unable to prevent or stop further damage to Propert
from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc.
NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing t
The Apex Corporate Office. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the identifie
Property for any purpose contemplated by this Agreement, Including but not limited to re -inspection, whether the Inspection was requests
by the Customer or considered necessary by Apex.
LIMITED ASSIGNABILITY. This Agreement is asslgnabie by Customer for it period of 1 (one) year from Its effective date, After th
Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex within ?
thirty) days of the transfer of the treated Property.
Trademark of DowElanco
Brevard Area Orlando Area Tampa/Sarasota Area
508 S Plumosa St. 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 329S2 Winterpark, FL 32792 Tampa, FL 33510
407-459-2847 407.858-0540 813.221.2847
800-929-2847 888-764-2847 877-459-2847
PLOT PLAN
DESCRIPTION: (AS FURNISHED)
LOT 91, BAKERS CROSSING PHASE 2, ACCORDING TO THE PLAT THEREOF
AS RECORDED IN PLAT BOOK PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
UNRECORDED)
NOTE:
WE DO NOT ACCEPT RESPONSIBILITY FOR
ANY ERRORS THAT MAY OCCUR FROM THE
USE OF THE UNRECORDED / PROPOSED
PLAT THIS PLOT PLAN IS BASED ON.
LOT 91 CONTAINS 5562 SQUARE FEET t
THIS STRUCTURE CONTAINS 2379 SQUARE FEET t
TOTAL CONCRETE 549 SQ. FT. t
TOTAL SOD 2634 SQ. FT, f
TRACT "B"
OPEN AREA
50.00'
S90.00'00"E
5.0'
LOT 91
DRAINAGE TYPE A
ATIOo
II
5.0'
40.0'
4D.o' O 0=23.34'41" 0
C°oo R=75.00
coPROOSEDZ0MODEL1965 LOT 92 L=30.86'
LOT 9 0 -0-
zo
FINISHED FLOOR
ELEVATION = 29.0 o CB=S78.12'40"W
z o
0 0 0 o C= 30.65' 0
C o
oLEl I
1" = 30'
GRAPHIC SCALE
0 15 30
BUILDING SETBACKS
FRONT: 25'
REAR: 20'
SIDE: 5'
CORNER: 15'
PREPARED FOR:
D.R. HORTON
COVERED
ENTRANCE
5.2'
20.0' yo 14.8' _ 5.0
N
10''U TILITY EASEMENT
S N90.00'00"W
10 0 0 20.00'
0
NI
PT N90'00'00"E
UNNAMED ROADWAY
oo
W
420.00'
PI
Q
z
CENTERLINE OF
RIGHT-OF-WAY
Z
50 RIGHT OF WAY I
FLOOR SLAG AT, ON
ROWMUSTBE16At;,-
OF ADJACEIN' n AD UNLES
I =
PG OTHERWISEAPPROVED 1.
ELEVATIONS SHOWN ARE PER LOT GRADING PLANS
PROVIDED BY THE CLIENT. THIS
PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY.
THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE
PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST
FOR CONSTRUCTION. ALL
BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED
BY CLIENT AND IS FOR INFORMATIONAL PURPOSE ONLY.
THIS IS NOT A SURVEY THIS
IS A PLOT PLAN ONLY I
HAVE EXAMINED THE F.I.R.M. COMMUNITY PAWL NO
120289 0045 E DATED 4/17/95 AND FOMND THE
SUBJECT PROPERTY APPEARS TO LI IN ZONE A, AREA
WITHIN 100 YEAR FLOOD. BEARINGS
SHOWN HEREON ARE rASED\Qa__.,— THENORTHERLYLINEOFLOTASBEING
N90'00'00" W PER PLAY FIELD
DATE:) REVISED: SCALE:
1 = 30 FEET APPROVED
BY: WRM JOB
NO. ASM41465 nRAWIM
PY• LEGEND
BUILDING
SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE
POB POBPOINT ON BOUNDARY RIGHT
OF WAY LINE POL POINT ON LINE XXX
XX PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POC
POINT ON CURVE PROPOSED
DRAINAGE FLOW OR OFFICIAL RECORD CONCRETE
PD
A
PLANNED
DEVELOPMENT DENOTES
DELTA ANGLE LB
LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS
LAND SURVEYOR C.D. DENOTES CHORD BEARING 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 M)
MEASURED PT DENOTES POINT OF TANGENCY CALC)
CALCULATED TYP TYPICAL FIND
FOUND A/
C CBW
AIR
CONDITIONER CONCRETE
BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUS CPCONCRETEPADcsCONCRETESLAB POPLAGTTBOOKC
CHORD LENGTH NGSNATURALGRADER/W RIGHT-OF-WAY SO.
FT. SQUARE FEET ORB OFFICIAL RECORDS BOOK _ 1.
THE SURVEYOR HAS NOT ABSTRACTED THE LAND
SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND 2.
NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED
EXCEPT AS SHOWN. 3.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND
MAPPER. 4-
Z-D3 AMERICAN
SURVEYING & MAPPING-i FOR CERTIFICATION
OF AUTHORIZATION NUMBER LBa6393 _ THE 320
EAST SOUTH STREET, SUITE 180 FIRM ORLANDO,
FLORIDA tone_
t-7T AIA-7070 111IAM P.- VaIJCATELLO JR. PSM#4 28 DATE
MiTek'
April 17, 2003
MiTek Industries Inc.
14515 Nodh OW Foq he, Sub 300
Chesterfield, i10 63017
USA
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 : I4673734 thru I4673754. Total: 21 drawings.
Job :DR1965F
Builder D.R. HORTON
Location :BAKERS CROSSING, LOT i
County : SEM INOLE
Truss Engineer :Junaidie Budiman, PE # 45161.
Address :14515 North Outer Forty, Suite 300
Chesterfield, MO 63017
This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the
Florida Board of Professional Regulation.
This package include: 1) 21 Truss drawing.
2) Truss Index.
April 17, 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 ANSI/TPI 1-1995 Sec.2.
TRUSS INDEX OF JOB DR1965F
Trusses lnduded=21
0,"\DR1965F\a.tre" 14673734
1,"\DR1965F\a11.tre" 14673735
2,"1DR1965F\a13.tre" 14673736
3,"\DR1965F\a15.tre" 14673737
4,"\DR1965F\a17.tre" 14673738
5,"\DR1965F\a19.tre" 14673739
6,"\DR1965F\a2.tre" 14673740
7 \DR1965F\a7.tre" 1 4673741
8,"\DR1965F\a9.tre" 14673742
9,"\DR1965F\ag1.tre" 14673743
10,"\DR1965F\ag2.tre" 14673744
11,"\DR1965F\b.tre" 14673745
12,'1DR1965F\bg.tre" 14673746
13,"\DR1965F\cg.tre" 14673747
14,"\DR19659.tre" 14673748
15,"\DR1965F\j1.tre" 14673749
16," 1DR1965F\k.tre" 14673750
17,'1DR1965F\I.tre" 14673751
18,"\DR1965F\m.tre" 14673752
19,'1DR1965F\s.tre" 14673753
20,"2DR1965F\s1.tre" 14673754
VI 13
M. 45161 ,k
STATE OF ,
11AL
April 1, 2003
QwAnmo - ver{ fjd dedyn pammetm and xmw rroraar oN ran AIVD mmia 6smE mwoRc uss. .r.atirr
Design valid for u» only with Welt connectors, lhk design is based only upon parameters shown, and is for an IndWuol buOding component to be
Installed and loaded vettico#y. AppOcabMy of design parameters and proper IrkmMatlon of component IsresponslblMty of building designer - not trussdesigner. 5racinis shownlot lateral support of Individual web members only. Additional temporary bracing to krsure stobwv during construction Is the responslbiNly
of the eieclol. Additional permanent bracinIs of theoverallstructurethetesponsbk#y of the building designer. For general guidance regarding fabrication.
duality control. Maio", delivery, section and bracing, consul! CST-68 ChmlRy Standard, DSO-89 baci g Specification, and HIO.91 M iTek Handling InstallingandOrac" Recommendation available Dun uce PlateInstitute, US D'Onohb 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„
0
Q
For 4 x 2 orientation, locate
0
plates 1 /8" from outside edge of otrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nail Joint/Pkite Placement Chart.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
FARTHESTTOTHE 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
bGeneral 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
i at joint locations,
ao 4. Unless otherwise noted, locate chord splices
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.
FMtEL
TM
CLIP
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.
I M Mitek Holdings, Inc.
FORM018,019
Job russ Truss Type ty y
14673734
DR1965F A ROOF TRUSS 16 1
Job Reference to tionall
sFebr e n ustries, nc, Mon Mar age
1
7-1J 134-10 20-0-0 26 5.6 32-10-13 40-0.0 j1.0.01t-0.0 I +
1.0.0 7-13 0dr$ 6-5.6 6-" 8 6 8 7.1-3 1-"
Scale = 1:68.6
5.00 Fl2 5x6
5
5x6 5X6
4 6
2X4 2x4 4
3 7
2 8 9pp }} d1 1d
3x8 a 14 13 12 11 10 3x8 =
3x4 = 3x8 = 3x8 = 3x4 =
3x8 =
10-3-14 20-" 29.8-2 40-"
10314 9-8-2 9.8-2 103-14
Plate Offsets - - - _ - : -
LOADING' (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) -0.28 12 > 999 M1120 2491190
TCDL 7.0 Lumber Increase 1.33 SC 0.91 Vert(TL) -0.63 10-12 >753
E1CLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.16 8 n/a
BCDL 10.0 Code FBC2001 1st LC LL Min I/defl - 360 Weight: 195 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc puffins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12
REACTIONS (lb/size) 2 =1951 /0-8-0, 8 =1951 /0-8-0
Max Horz 2=-190tload case 5)
Max Uplift 2=-809(load case 4), 8--809(foad case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2 =14, 2-3 = -3714, 3-4 - -3345, 4-5 = -2354, 5-6 = -2354, 6-7 = -3345, 7-8 = -3714, 8-9 =14
BOT CHORD 2-14 - 3396, 13-14 = 2826, 12-13 = 2826, 11-12 = 2826, 10-11 = 2826, 8-10 = 3396
WEBS 3-14=-410, 4.14=536, 4-12--866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide mechanical connection iby others) of truss to bearing plate capable of withstanding 809 lb uplift at joint 2 and 809 lb
uplift at joint 8.
LOAD CASE(S) Standard
Junaidie Budiman, Lic. #4511i1
MITek Industies, Inc.
14615 North Outer Forty Dr, ve
Suite 300
Chesterfield, MO, 63017
Cert.#6634
WARMNO - Vtrft deWon parssrmtwu and R&W NOTES ONTfIIS AND RISVERSB &M BEFORit UM.
Design valid for use only with MRek C*nheators. This design Is based only upon parameters shown, and Is tot an Individual building component to be
Installed and boded vilicatts y. Applicability of design potometeand pioper Incotperatlon of component is tesponsiblSty of building designer - not truss designer. Itioc"
shown k lot lateral support of individual web members only. Additional temporary biocing to insure stability duiing consttuctbn is the responsibully of
the woctot.<AddHbnal permanent bihokng of the ovelal shucture is the tssponsRbWty of the building designer. For genelol guidance tegaiding fabrication,
quality aontiol, sloiage, delivery, erection and bracing, consul) OST-60 Quality Standard, DSS-89 Bracing Specification. and HIS•91 Handling Instattkm
and tracing Recommendation avolable fiomTiussPlate Institute, 683 D'Onoftio DiNe, Madison, W 163719. MiTek
Symbols Numbering System AGeneral Safety Dotes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
1'A * 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.
I/S11 J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2, Cut members to bear tightly against eachaQ
other.
o WEBS . J5
o 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
0
a: joint and embed fully. Avoid knots and wane
plates/a" from outside edge of
o
a at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chords livesP
Aat panel length(* 6"from adjacent joint.) C,
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in
Jt 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-Nail 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 rCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. 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
W1SC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
nA Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. 9 stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MTek®
engineer.
15. Care should be exercised in handling,
TM
C IEL
erection and installation of trusses.
01"3 Mitek Holdings, Inc.
FORM018,p19 MYDRO,A/A®
Job russ Truss Type ty y
14673735
DR1965F All ROOF TRUSS 1 1
Job Reference to floral)
s e r e n ustnes, nc, nMar age
1 0 5 9 14 11-0-0 17-0-0 23.0.0 29-0-0 + 34-2-2 i 40-"
1-0-0 5-9-14 6-2-2 6-0-0 6.0.0 6.0-0 5-2.2 5.9-14 1.0-0
Scale = 1:69.8
5z6 = 5x8 = Sx8 = 3x4 =
00 12 4 5 6 7
2x4 2x4
3 8
2 9
1 FN 10Iyad
Us — 15 14 13 12 11 3X8
44 = 3x4 = 3A = 3x8 =
3x8 =
11-0-0 20.0-0 29-e-0 40-0-0
11 0 0 9-0-0 9-0.0 11-0-0
Ste offsets e
LOADINW(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.84 VertILU -0.36 13 > 999 M1120 249/190
7.0 Lumber Increase 1.33 BC 0.97 Vert(TU -0.66 11-13 >715CDL
CLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 9 n/a
BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 192 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc puffins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2 e 1951 /0.8-0, 9 =1951 /0-8-0
Max Horz 2 -1 1411oad case 4
Max Uplift 2=-76311oad case 2, 9=-763(1oad case 3)
FORCES IIb) - First Load Case Only
TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5--3129, 5-6--3856, 6-7=-3129, 7.8--3361, 8-9=-3770, 9-10-14
BOT CHORD 2-15 = 3439, 14.15 =3798, 13-14 - 3798, 12-13 = 3798, 11-12 = 3798, 9-11 = 3439
WEBS 3.15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 --854, 7-11=872, 8-11 --368
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; tr=18ft; TCDL=4.2psf; BCDL-5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1,33.
31 Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 763 lb uplift at joint 2 and 763 lb
uplift at joint 9.
LOAD CASEISI Standard
Junaidie Budiman, Lic. #4511 1
MiTek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert.#6634
WARMNO - verft detrign pan nstere and R&W 11110TE8 ON TBIS AND IWMC W SWR BSPORS U86. wasim
Deslgn valid for use only with Mliek csrneclors, This design Is bated only upon parameter dawn, and Is for an Individual building Component to be
Installed and loaded vertloaty. Applicability of dl6dgn parameter and proper incorporation of component k iesponsbWy of building designer - not huss
designer. Bracing shown k for lateral support of IndWldual web member only. Additional temporary bracing to Insure stability duing condruction is the
responsibilly of the erects. Additional permanent brifckp of the overall shuctuie k the msponsbaly of the bulding designer. For general guidance
regarding tobrbation, quality conhot storage, delivery. erection and Wackrg, consult CST-8B Quality standard, OSB-89 Bracing Specification, and HIS-91
Handling Installing and Smaing Recommendation avaBable horn Truss Plate Institute, 593 D'Onorilo Drlw, Madison, WI63719. MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise,
Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat,
8
J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachC3
other.
o WEBS J5
Q 3, Place plates on each face of truss at each
For 4 x 2 orientation, locate i - ,, ; Q joint and embed fully, Avoid knots and wane
plates r/s" from outside edge of
o
a at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chords lacesP
4at panel length(' 6" from adjacent joint,) 18 C,
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 LOWEST JOINT 7, Camber is a non-structural consideration and
MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFTTO 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 specked.
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,
nA 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
MiT+ek®
engineer.
15. Care shouldbe exercised in handling, CAufrplEL
TM
erection and installation of trusses. 1993
Mitek Holdings, Inc. + FORM018,
019 fiR111O YAlf. ( HMRO,A/R + t
Job russ Truss Type ty y
14673736
DR1965F A13 ROOF TRUSS 1 1
Job Reference to tional)
ACCU-SPAN-TH,s Feb 19 2003 Mi Fek Industries, Inc. on ar : age
t
6-9-14 13.0-0 1741.0 + 22-4.0 I 27-0-0 I 33-2-2 I 40.0-0 i1-0 01-0q 1
1.0-0 64-14 6-2-2 4-8-0 441-0 4-8-0 6-2-2 6-9-14 1-0-0
Scale - 1:69.8
5x6 =
2x4 II 3x4 = 5x6 =
4 5 6 7
5.00 12
2x4
8
K\\ 2 9
1 10id
3xe - 16 15 14 13 12 11 3x8
3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 3x4 =
9-1-14 17-8-0 22-4.0 30-10-2 I 40-0.0I11
9.1-14 8-6-2 441-0 8.6.2 9.1-14
Plate Offsets -
LOADING(psf) SPACING 2-0-0 CSI DEFL in Iloc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.68 VertILL -0.31 14 >999 M1120° 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.84 VertlTU -0.56 14-16 >844
QICLL 0.0 Rep Stress Incr YES WB 0.25 HorzlTL) 0.17 9 n/a
BCDL 10.0 Code FBC2001 1 st LC LL Min Well = 360 Weight: 201 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No•2D TOP CHORD Sheathed or 2-9-8 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2 =1951 /0-8-0, 9 -1951 /0-8-0
Max Horz 2 =131 (load case 4)
Max Uplift2 - -735(load case 4), 9=-7350oad case 5)
FORCES gb - First Load Case Only
TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6=-3281, 6-7=-3281, 7.8=-3463, 8-9=-3759, 9-10=14
BOT CHORD 2-16=3436, 15-16-2877, 14-16-2877, 13-14=3281, 12-13=2877, 11-12=2877, 9-11 =3436
WEBS 3-16=-368, 4-16=554, 4-14=622, 5.14=-341, 6-14=-0, 6-13--341,'7-13=622, 7-11 =554, 8-11 =-368
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category II; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 735 lb uplift at joint 2 and 735 lb
uplift at joint 9.
LOAD CASE(S) Standard
Junaidie Bud'rman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert.#6634
WA&NZNO - Ver(& design paritmetem sued READ WOTES i This AND REVERSE SiDC BZPORE UM.
Design valid for use only with MRsk connectors. This desgn h based only upon pofameters shown, and k to 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 k 10 lateral support of individual web members only. Additional temporary bracing to Insure stability duiN construction Is the
responsibility of the erector, Additional permanent bilsoing of the overall structure It the iesponsRaMty of the building designer. Far general guidance
regarding fabrication, quality control, stoidge, delivery, erection and bracing, consull CST-88 Quality Standard, DSS-89 Bracing Specification, and NW-91
Nandllna Inttallinp and Sraclng Recommendation available from iruu Plate Institute. 583 D'Onottlo Drive, Madison, w153719. MiTek®
Symbols slumbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
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, property
1 9
securely seat. J2 J3 J4 owner and all other interested parties.. F TOP CHORDS
2. Cut members to bear tightly against each14c2u
other.
o WEBS J5
cc 3. Place plates on each face of truss at eachT"41:*
For 4 x 2 orientation, locate i, a ; joint and embed fully. Avoid knots and wane
plates r/s" from outside edge of
cs o
a X at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chords ices
at I/4 length(+ 6"frompanel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in Jr 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and
Mtfek/Gang-Nail 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 perpendicuk3r 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 beatings (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,
TM
v im PANEL
CLIP
erection and installation of trusses.
1 "3 Mitek Holdings, Inc.
FORM018,019 HMRD.MJF0
Job Truss Truss Type City Ply D R HORTON
14673737
DR1965F A15 ROOF TRUSS 1 1
optional)
ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MTek Industries, Inc. Tue Apr 01 11:07:26 2003 Page 1
t
i :2- 7-9-14 15-" 20-0-0 1 25-0-0 1 32-2-2 I 40-0-0
1.0.0 7.9-14 7.2-2 5-0-0 5-0-0 7-2-2 7-944 1-0-0
Scars • t:tb.6
54 = 20 II 6te =
5.00 12 4 6 e
6X6 G Srb
3 t
2 8
jj y
3x6 = 14 13 12 11 10 3r.6 =
U4= 3.6= US = 3.= 3.4=
10-3-14 20-0.0 29.8-2 40-0-0
10314 9-8-2 9-8.2 10314
Plate Offsets Y : 2:0-4-20-1-8 3;0.3-0 0-3-0 4:0-" 0-2-46:0-3-00-2-4 :0.3-0 0-3-08:0-4-2 0-1-0 LOADING (
psf) SPACING 2-" CSI DEFL in (loc) Udell PLATES GRIP TnCLL
30.0 Plates Increase 1.33 TC 0.94 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL
7.0 Lumber Increase 1,33 BC 0.90 Vert(TL) -0.62 10-12 >759 BCLL
0.0 Rep Stress Incr YES WB 0.32 HDrz(TL) 0.16 8 n/a BCDL
10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 192lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.21) 'Except* TOP CHORD Sheathed. 1-
3 2 X 4 SYP No.1 D, 7-9 2 X 4 SYP No.t D BOT CHORD Rigid ceiling directly applied or 53-7 oc bracing. BOT
CHORD 2 X 4 SYP No.21) WEBS
2 X 4 SYP No.3 REACTIONS (
lb/size) 2=1961/"-0, 8=1961/0-8-0 Max
Harz 2=148(load case 4) Max
Uplift2=-759(load case 4), 8=-759(load case 5) FORCES (
Ib) - First Load Case Only TOP
CHORD 1-2=14, 2-3=-3661, 3.4--3332, 4-5=-2888, 5-6=-2888, 6-7=-3332, 7-8=-3661, 8-9=14 BOT
CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11=2667, 8-10=3351 WEBS
3-14=-448, 4-14=685, 4-12=365, 5-12=-363, 6-12=355, 6-10=685, 7-10=-448 NOTES
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end
zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3)
Provide adequate drainage to prevent water ponding. 4)
Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 759 lb uplift at joint 2 and 759 lb uplift at joint 8.
LOAD
CASE(S) Standard Junaidie
Budiman, Lic. #4511 1 MTek
Industes, Inc. 14515
North Outer Forty Drive Suite
300 Chesterfield,
MO, 63017 Cen.#
6634 Q
WAMWNG - Vw*V dssl ylrs parameter* and R&W Maras aN rats AND JtBVZMM MX BZFORX V89. •••• Design
valid for use only with Mitok connectors. This desgn is based only upon parameten shown, and Is fo an Individual building component to be Installed
and boded vetilooly. Applicability of design parameters and proper Incorporation of Component is respo "y of building designer - not truss deslpner.
Bracing shown is sot lateral support of Individual web members only. Addillonal tempotory btacing to Insure stability during construction is the responWilty
of the etectoi. Additional parmonent b0aci ng of the ovsroll structute is the responabilfly of the building designer. For general guidance regarding
fabrication, quality contto4 stotdge, dellvety, erection and bracing, consult QST-88 Quality standard, Ds11-89 tracing Specification. and HIS-91 Tek® HandlinaInstalllnaandBracingRecommendationavailablehornTrussPlateInstitute, 583 D'Onolrb Drlve, Madison, Wl53719. M
Symbols Numbering System AGeneral safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/56 * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property
a
securely seat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS 2, Cut members to bear tightly against each2C3
other.
J5WEBS 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate i , ; a joint and embed fully. Avoid knots and wane
plates/a" from outside edge of
0 o_
a at joint locations,
truss and vertical web. a
o
4. Unless otherwise noted, locate chords lacesPr/
4at panel length(+ 6" from adjacent joint.) C,
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-Nail 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 perpendicuk3r slots. in all respects, equal to or better than the
dimension is the length parallel gradeg 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, 4e 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.
nA Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (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
CLIP
erection
and installation of trusses. IM
Mitek Holdings, Inc. FORM018,
01 HMRO-APO .
Job Truss Truss ype ty y
14673738
DR1965F A17 ROOF TRUSS 1 1
Job Reference to tional)
s e i e n ustnes, nc. Dn Mar 31 14*31:49age
r
6-1-3 1 11-8-10 17-0.0 23.0-0 i 28s6 i 33.10-13 40.0-0 91.0.011:94
1.0-0 e-1-3 55 8 5-55 9-0.0 555 6.5-8 6.1.3 1.0-0
Scale - 1:69.8
5x8 =
5x8 =
5.00 12 5 6
3x4 3x4
4 7
Sx8 5x8
3' 8
2 S
1 t01dy_
3x8 = 16 15 14 13 12 11 3x8
3x4 = axe = 3x4 = 3x8 = 3x4
3x8 =
8-4.11 17-0-0 23.0.0 31-75 40-"
8.4-11 8-75 6-0-0 8-75 8.4-11
Plate OffWts Mu 13:0-3-0,0-3-01,- 19:0-4-2,0-1-81
LOADING' (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880
ddli. 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a
BCDL 10.0 Code FBC2001 1st LC LL Min I/dell - 360 Weight: 207 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 2-11-15 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14
REACTIONS (lb/size) 2 =1951 /0-8.0, 9 =1951 /0-8-0
Max Horz 2=165(Ioad case 4)
Max Uplift2=-781'i(load case 4), 9--781(load case 5)
FORCES (lb) - First Load Case Only
TOPCHORD 1-2=14, 2-3 -3817, 3-4=-3552, 4-5=-2689, 5.6=-2494, 6.7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14
BOT CHORD 2-16=3485, 15-16-3023, 14-15-3023, 13-14=2494, 12-13-3023, 11-12=3023, 9-11 =3485
WEBS 3-16=-305, 4-16=468, 4-14--716, 5-14=613, 6-14--0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 781 lb uplift at joint 2 and 781 lb
uplift at joint 9.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 1
MiTek industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert,#6634
WAl i7V0 - VerW d*ifgn pa n n titers and R&W NOTES ONTJUS AND AEVERSX SIDE BXPORE USX.
Design valid loi use only w lh 1~ connectors. This clesign Is based only upon parometeis shown, and k for an lndNlduol building component to be
Installed and loaded vis"looly. AppAcab*ty of design paiamelers and proper I ncorpoiatbn of component Is iespornlbfil y of building designer - not truss
designer. Bracing shown Is for laleral support of Individual web members only. Addlllonal temporary bracing to Inswe dablilly duiing construction k the
responsibility of the *#ecfor.,Add"lonal permanent brbcing of the overall stiucture k the iesponslbNSy of the building designer. For general guidance
regarding fabrication, quality contiol, stoic**, delivery, *#action and bracing, consult CST-68 Qualify Standard, DBS-89 SrachV Spectlieatim and NIB-91
Harndllna Installing and bracing Recommendm RecommendationavollablefroTruerPlate Institute, 563 D'Onotrlo D#Ne, Madison, WI 63719, M iTek
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property/
1% * 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.
1/61, J2 J3 J4 owner and all other interested parties..
TOP CHORDS 2. Cut members to bear tightly against each
other.
o WEBS J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o 0 joint and embed fully. Avoid knots and wane
plates 1/8" from outside edge of
o
a _ at joint locations.
truss and vertical web. a
o
4, Unless otherwise noted, locate chord splices
at A panel length('- 6" from adjacent joint,) u
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
MRek/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 X 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
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.
nA Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials. a
14. Do not cut or alter truss member or plate
without prior approval of a professional
MTek®
engineer.
15. Care should be exercised in handling,
TM
PANEL
CUP
erection and installation of trusses. _
01 "3 Mitek Holdings, Inc.
FORM61e,019 NYDR0,4/RO _.
Job Truss Truss I ype ty y
14673739
DR1965F A19 ROOF TRUSS 1 1
Job Reference to tional)
SFebt e n uminas, nc, on Mar : 0 2003 Page
r
1 rt 9 3 12.10-10 19-0-0 . 21.0.0 . 27-11-6 33-2-13 40-0-0 jl:2o
1.0.0 6.9-3 6-" 6-"2.0.0 6-" 6-" 6-" 1-0-0
Scale = 1:71.2
5x6 =
5x6 =
5.00 52 5 6
3x4 y 3x4
4 7
5x6 y 5xe
3 8
9
10T1i2
3x8 = 16 15 14 13 12 11 3x8
3x4 = Us = 3x4 = 3x4 = 3x6 = 3x4 =
r
9-9-14 19.0-0 30-2-2 40-0.0F21-0-01
9-9-14 9-2-2 2-0.0 9-2.2 9-9-14
Plate Offsets
LOADING'(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/dell - PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.51 Vertilli -0.33 14-16 >999 M1120 249/190
T,CDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827
BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/defl = 360 Weight: 203 lb
LUMBER BRACING
TOP CHORD 2 X 4SYP No,2D TOP CHORD Sheathed or 2-11-1 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing.
WEBS 2X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7.13
REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0
Max Horz 2 =182(load case 4)
Max Uplift =-801(load case 4), 9=-801(load case 5)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=29, 2-3=-3939, 3-4--3579, 4-5=-2575, 5-6--2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29
BOT CHORD2-16=3523, 15-16=2946, 14-15=2946, 13-14-2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS
3-16--408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES
1)
Unbalanced roof live loads have been considered for this design. 2
Wind: ASCE 7-98 per FBC2001; 120ni h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure 8; partially;
MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1.33. 3)
Provide adequate drainage to prevent water ponding. 4)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 801 lb uplift at joint 2 and 801 lb uplift
at joint 9. LOAD
CASE(S) Standard Junaidie
Budman, Lic.#451 I i 1MiTek
Industies, Inc. 14515
North Outer Forty Drive Suite
300 Chesterfield,
MO, 63011 Cert.#
6634 Q
WARMNO - VerW deeign pmumeterst and RVAD NOMSi ON THIS AND R6116it86 WM BZFOItIB I788. tsswins Design
valid rot use only with MRek eonnectois, This di It based only upon parameters shown, and Is tot an Individual building component to; be lle
Instadand loaded vetlicaltsg y. Applicabilityofdenparametenand propet Incotporatlon of component IsIesponsbIlty of building designer - not truss designer. BingracshownItlotlateralsupportofIndividualwebmembeonly. Additional lemporary btacing to Insure stabilityduring oondructbn k the iesponsiblllty of the woclor. Additional
permanent brbaIng of the overall shuetum It the respon"y of the bullding designer. For general guidance tegarding fab0catlon, quality controL storage.
delivery, erection and bracing, consult Cli Cua91y, standard, DSO.89 Sroeing SpeeMbatlon, and HIN-91 Handena Installlna and Sroolnp Iln
m eeommendalloavailable troTruss Plate Instltute. 583 D'On otrb Dtive, Madison, WI 63719. M
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/14 *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..
TOP CHORDS 2. Cut members to bear tightly against eachC7C3
other,.
O WEBS . J5
a:3. Place plates on each face of truss at each
For 4 x 2 orientation, locate ccjoint and embed fully. Avoid knots and wane
plates/a" from outside edge of
L) O
d X at joint locations.
truss and vertical web. a
0
4. Unless otherwise noted, Iodate chord splicespi'
at /4 panel length(+6" from adjacent joint.) Ce C,
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 fife 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
MITok/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFTTO 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 ail respects, equal to or better than the
dimension is the length parallel gradeg 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.
nA 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,
TM
C
BL
UP
erection and installation of trusses.
1M Mitek Holdings, Inc.
FORM018,019-NAUL MOR0511WO ,,..
t
Job Truss Truss ype ty y
14673740
DR1965F A2 ROOF TRUSS 2 1
Job Reference to tfonal)
s e r e n ustna-, nc. on Mar age
r
1,:" 7-4-14 14-2-0 20-0-0 23-" 28-" 33-.10.13 I 40-041tr-
1.0-0 7-4.14 6-9-2 5-10-0 3.04) 5.56 51" 6-1-3 1-0-0
Scale - 1:69.8
Us =
5.00 12 5
4x8
r
2x4 11
e
4 3x4
7
5xe
5x8
3:;;00axe = 165x12 — a
Bxa
2 9 _
t 101
3x8 19 18 14 13 12 11 3x8
3x4 = 2x4 11 2x4 11 5x8 = 2x4 11
r 7-4-14 14-2-0 20.8-0 23-04) 1 28.5.8 33.10-13 40-0-0F i
7-4-14 e-9-2 6.4.0 2.8-0 5-" 5-" 6-1-3
Plate Offsets
LOADING'(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) -0.14 18 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999
BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.05 16 n/a
BCDL 10.0 Code FBC2001 1st LC LL Min 1/defl = 360 Weight: 238 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5.6-0 oc purlins.
BOT CHORD 2 X 4 SYP No'.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
15-17>2 X 6 SYP No.2ND JOINTS 1 Brace at Jtls1: 15
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2 - 77110-8-0, 16 = 2456/0-4-0, 9 a 719/0-8-0 Max
Harz 2-190(load case 4) Max
Uplift 2 - -395(load case 4), 16--829(load case 4), 9=-490(load case 5) Max
Grav 2=797(load case 6), 16=2456(load case 1), 9-877(load case 7) FORCES
11b) - First Load Case Only TOP
CHORD 1-2 =14, 2-3 =-837, 3-4 = -327, 4-5 --327, 5-6 -1791, 6-7 -1387, 7-8 = -223, 8-9 = -839, 9-10 =14 BOT
CHORD 2-19=765, 18.19=-0, 17.18=e6,=4-17=-468, 16-17--1401, 15-16=-1285, 13-15=96, 6-15=164, 13-
14=0, 12-13=-0, 11-12-762, 9-11 -766 WEBS
3-19--408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12--619, 8-11-112, 5-
17=1990, 5-16=-1947, 6-16=-492 NOTES
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.0psf; occupancy category 11; exposure B; partially;
MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1.33. 3)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 2, 829 lb uplift
at joint 16 and 490 lb uplift at joint 9. LOAD
CASE(S) Standard Junaidie
Budiman, Lic.#451 1 MiTek
Industies, Inc. 14615
North Outer Forty Drive Suite
300 Chesterfield,
MO, 63017 Cart. #
6634 WARMNO -
Ver(jjf derifyns pamawters and R64010 NOf'ES ON TWS AND RBVXRW SIDE BRMR6 V=- Design
valld for use only with MRek connectors. This design k based only upon parameters shown, and k for an Individual building component to be Installed
and boded vertically. Applicability of design parameters and proper Incorporation of component Is responslblilly of building designer - not truss designer.
Bracing shown Is for lateral support of Individual web members only, Additional temporaiy bracing to Insure stability during construction k the responsibility
of the erector, Additional permanent brbcIng of ine overall structure Is the responslbWty of the building designer. Far general guldonce regarding
lobrlcatbn, quality conlioL storage. delivery, election and bracing, consult QST-84 Quality Standard, OSI.89 tracing Specilteallan, and Hill-91 Handling
Indolllna and tracing Recommendatlon available from Truss Plate Institute, $83 D'OnohbDrive,Dr, Madison, W 153719. MiTek®
Symbols lumbering System AGeneral Safety Motes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Propertyt'/a *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,
1/8„ J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachircaother.
o
o 3. Place plates on each face of truss at each
For 4 x 2 orientation, locateQ
a
2 , Qjointztall- and embed fully, Avoid knots and wane
plates t/8" from outside edge of
o
a
at joint locations.
truss and vertical web. a
o
4, Unless otherwise noted, locate chords icesplce114atpanellength(+ 6" from adjacent joint,)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in
JI 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
MtTek/Gang-Nail 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, oe" unless otherwise noted,
SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferringWISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
nA 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 .
engineer.
MiTek® 15. Care should be exercised in handling,
Z&L/ IIl Nil
TM
o CUP
erection and installation of trusses.
1993 Mitek Holdings, Inc.
FORM018,019 H=R0-A1R®....:
Job ruse Truss Type ty
DR1965F A7 ROOF TRUSS 1 2 14673741
Job Reference (o liana"
SFeb1 B Industries, nc. On Mar age
1:2. 3-9-14 7-" 13.6.14 20-0.0 26-5-2 33-" 36-2-2 40-M 11-0-0I
1-0-0 3-9-14 3-2-2 6.6-14 8S2 6.5-2 6-6-14 3.2-2 3-9-14 1-0-0
Scale = 1:69.8
axe = axe =
5 00 12 4x6 = 7x8 = 4x8
4 5 6 7 8
2x4 M 2X4 i
3 9
2 10
1td h1 y
a
3xe _ 16 15 14 13 12 3x8
30 = 5x6 = 3x8 = 6x6 = 3x4 =
7-04) 13-6.14 20-0-0 26-5-2 33-0-0 40-0-0
r— I 1
7.0-0 6-6-14 6-5-2 6.5.2 6.8-14 7-0-0
Plate sets _ :
LOADING'(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.72 14 >653 M1120 249/190
T,CDL 7.0 Lumber Increase 1.33 BC 0.88 Vert(TL) -0.99 14-15 >478
BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.24 10 n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 430 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-5-9 oc purlins.
4-6 2 X 6 SYP SS, 6-8 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing.
BOT CHORD 2 X 4 SYP No.2D *Except*
13-15 2 X 4'SYP No.1 D
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2-3875/0-8-0, 10=3875/0.5.0
Max Horz 2=-79(load case 5)
Max Uplift 2=-2028(load case 2), 10 = -2028(load case 3)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=29, 2-3=-8384, 3-4=-8662, 4-5=-12493, 5-6=-13909, 6-7=-13909, 7-8=-12493, 8-9=-8662, 9-10=-8384,
10-11 -29 BOT CHORD 2-
16 = 7514, 15-16 = 8058, 14-15-12490, 13-14-12490, 12-13 = 8058, 10-12 = 7514 WEBS 3-16=562, 4-16=599,
4.15=4848, 5-15--1700, 5-14=1554, 6-14=-1000, 7-14=1554, 7-13=-1700, 8-13=4848, 8-12=599, 9-
12=562 NOTES 1) 2-ply truss to be
connected
together with 1 Od Common(. 1 48"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
4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 -
1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been
considered for this design. 3) Wind: ASCE 7-98 per FBC2001;
120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left
and right exposed ;Lumber D01-=1.33 plate grip DOL -1.33. 4) Provide adequate drainage to prevent water
ponding. 5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 2028 lb uplift at joint 2 and 2028 lb uplift at joint 10. 6) Girder
carries hip end with 7-
0-0 end setback 7) Special hanger(s) or connection(s)
required to support concentrated load(s) 603.21b down and 383.91b up at 33-0-0, and 603.21b down and 383.91b up
at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASEIS) Standard 1) Regular: ,Lumber
Increase =
1.33, Plate
Increase -1.33 Uniform Loads (pif) Vert: 1-4--74.
0, 4-8=-
154.2, 8-11 =-74.0, 2-16=-20.0, 12-16--41.7, 10-12=-20.0 B Junaidie udiman, Lic.#451 a Bies, 1ConcentratedLoads (Ib) irdInc. Vert: 16 = -603.2 12 = -603.2MiTek14515NorthOuterFortyDriveSuite300
Chesterfield, MO, 63017 Cen.#6634
AwAwmw - ves
j jy deawn
po,ra»
wc rnandxlCaD Norss dayTws Aivn itsymss area Bxmita Use. •••• e 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. AppScobMy of design
parameter and proper Incorporation of component It responsibility of building designer - not truss El designer. Bracing shown Is for lateral supportofindividualwebmembersonly. Additional temporary bracing to Insure stability during construction It the responsibility of the ereGta. Additional permanent brbcing
of the overall structure general k the responsibility of the building designer. For guidance regarding fabrication, quality contio6 storage, delivery, erection
and bracing, consult OST-88 Quality Standard, DSO.89 Bracing SpecMlcation, and NIB-91 Handling InttaltR lno and Bracing em comendation
available from TrustPlateInstitute, 593 D'OnohioDrive, Madison, WI 63719. MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/ * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property
fie,.
securely seat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachaa
other.
o WEBS 4 J5
o 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate 0a:joint and embed fully, Avoid knots and wane
plates 1/e" from outside edge of
O
a X at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chords Ines1P
at /4 panel length(+ 6" from adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in J1 J8 V 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-Nast 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 chards require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, f 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.
nA 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,
TM
CUPPANEL'
erection and installation of trusses,
O 1993 Mitek Holdings, Inc.
FORM018,019-t•
Job I russ Truss Type ty y
14673742
DR1965F A9 ROOF TRUSS 1 1
FFebi
Job Reference opt!one[)
AccU-5PA- s rek Industries, Inc. On ar : age
11 ' , 4-9-14 9-" 14$0 20-0-0 i 25.8.0 l 31-0-0 , 35.2-2 l 40-0-0 41-0-0i ,1
1-04) 4-9-14 4-2-2 5.8-0 5.8-0 5-" 5-6-0 4-2.2 4-9-14 1.04)
Scale = 1:69.8
5x6 = 5x6 = 3x4 = 5x8 = 3x4 =
5.00 12 4 5 6 7 B
2x4 2x4
3 9
a
2 10 11
3x8 = 17 16 15 14 13 12 3x8
3x8 = 4x8 = 3x4 = 3x4 = US = 3x8
9-0-0 _ 164-0 23-8-0 31.0.0 40.0.01
9-0-0 7-4-0 7-4-0 7-4-0 9-"
Plate Offsets - - - - 8 :.. - - 2 ` 2, -. - : 0 - - e
LOADING' (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.45 15 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TU -0.77 14-15 >615
BCLL 0.0 Rep Stress Incr YES WB 1.00= Horz(TU 0.21 10 n/a
BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 195 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-4-15 oc purlins.
SOT CHORD 2 X 4 SYP No,2D SOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing.
WEBS 2 X 4 SYP No,3 WEBS 1 Row at midpt 5-17, 7-12
REACTIONS (lb/size) 2 - 1951/0-8-0, 10 = 1951/0-8-0
Max Horz 2-96(load case 4)
Max Uplift2=-791(load case 2), 10=-791(load case 3)
FORCES Ilb) - First Load Case Only
TOP CHORD 1-2=14, 2-3=-3855, 3-4--3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7.8--3329, 8-9=-3566,
9-10=-3855, 10-11=14
BOT CHORD. 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12.13=4389, 10-12=3507
WEBS 3-17=-237, 4-17-1007, 5-17--1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14-387, 7-12--1300,
8-12=1007, 9-12=-237
NOTES
1) Unbalanced roof live loads have been considered for this design.
2 Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 791 lb uplift at joint 2 and 791 lb
uplift at joint 10.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14615 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert.#6634
A WA mm - v* fy drretyt pumawt ors and Re" N07r8 oN TH78 AND R6VRRW wm BEYOR6 [192 errs
Design valid for use only with Mllek oonnectors. This design Is based only upon parameters, shown, and Is for an IndWuat building component to be
Installed and loaded vertically. AppNadbNRy of design parametersand proper Incorporation of component Is responsibility of building designer - not truss
designer. Bracing shown It for lateral support of Individual web members only. Additlonal temporary bracing to Insure slobWty during condruction It the
responsibility of the ereclot. Additional permanent briscing of the ovetoll structure is the responsbWIV of the building designer. For general guidance
regarding tobrloatlon, quality control. storage, delivery, elect" and bracing, consulf CST-88 Quality standard, DSI.89 Broeing Specification, and NI/-91
XandMglInstalling and Bracing Recommendallon available from Dua Plate Institute, 593 D'Onoelo Drive, Madison, WI63719. MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13A * 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 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachirother.
o WEBSr 3. Place plates on each face of truss at each
For 4 x 2 orientation, locateo joint and embed fully. Avoid knots and wane
plates 1/8" from outside edge of a = at joint locations.
truss and vertical web. o a
o
4. Unless otherwise noted, locate chord s icesPICIat /4 panel length(+ 6" from adjacent joint,) V IJ5
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 piaHng format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7, Camber is a non-structural consideration and
MRek/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.
PUTS 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.
nA 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
QD CLIP
erection and installation of trusses,
1M Mitek Holdings, Inc.
FORM016,019 NYiDRO,A/R
Job I russ Truss Type ty y
14673743
DR1965F AG1 ROOF TRUSS 1 1
Job Reference to tional)
sFebr e Industries, no. on Mar 31 14:31:54age
7-6.0 I 14.9-0 20-0-0 23-0-0 28" 33.10.13 40-M 41-0 0
1 0-0 7 6-0 7-3-0 53-0 3-0-0 5-" 5-" e-13 1-0-0
Scale = 1:69.e
5x6 =
5.00 12 5
4x6
6
4 3x4
US % 7
it
3 7 16 5x1 8
7 1 = 4x6 = R
a
t 2 ¢ 3 II
I$
d 5x8 =
axe = 18 14 13 12 11 3x6
2.50 12
5x8
7-" 14-5.12 14" 20-4-0 23-0-0 2e-5.8 3340.13 40-0-0
7.8.0 6-11-12 0-3-4 5-7-0 241-0 5-6-6 5-5.6 6-1-3
Plate Offsets 1 - - ', • - , - -
LOADING' (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP
TOLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.10 19 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.41 Vert(TL) -0.18 18-19 >935
SCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.07 18 n/a
BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 294 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed.
BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
15-17'2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17
WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 15
OTHERS 2 X 4 SYPNo.3 REACTIONS (
lb/size) 2 = 721 /0-8-0, 18 = 607/0-8-0, 16=1743/0-8-0, 9 - 872/0-8-0 Max
Horz 2-190(load Cass 4) Max
Uplift 2=-363(load case 4), 18--407(load case 4), 16=-537(load case 5). 9=-5020oad case 51 Max
Grav 2 - 733(load case 61, 18 = 8290oad case 6, 16 =1743(load case 1), 9 - 880(load case 7) FORCES' -(
lb) - First Load Case Only TOPCHORD'
1-2-12, 2-3=-1297, 3-4=449, 4-5=504, 5-6=885, 6-7=61, 7-8=-607, 8-9=-1215, 9-10=14 BOT
CHORD 2-19-1208, 18.19=-17, 16-17=-718, 15-16=-57, 13-15=96, 6-15-630, 13-14-0, 12-13-0, 11-
12 =1106, 9-11 =1110 WEBS
3-19=-180, 17.19=1311, 3-17=-1624, 5-16=-1030, 6-16=-984, 12-15=769, 7-15=-618, 7-12--154, 8-
12=-607, 8-11 =112, 17.18--535, 4-17=-449, 5-17=302 NOTES
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7.98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=S.Opsf; occupancy category 11; exposure B; partially;
MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL = 1.33 plate grip DOL =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 M112O unless otherwise indicated. 5)
Gable studs spaced at 2-0-0 oc. 6)
Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should
verify capacity of bearing surface. 7)
Provide mechanical connection fby others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2, 407 Ib uplift
at joint 18, 537 lb uplift at joint 16 and 502 lb uplift at joint 9. LOAD
CASES) Standard Junaidie
Budiman, Lic. #4511 1 MiTek
lndusties, Inc. 14515
North Outer Forty Drive Suite
300 Chesterfield,
MO, 63017 Cert.#
6634 AwAmwo -
vsrm des(" pammeters and Rmw Worse om rmsAND itsT smw aws esmas use. Design
valid for use only with MiTek oonneclors. This design It based onty upon parameters shown, and Is for an Individual bukding component to be Installed
and loaded verWally. AppSaabW of design parameters and proper inoorporallon of component It responslbWty of building designer - not truss designer.
Bracing shown It tot 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 responslbWly of the, building designer. For general guidance regarding
fabrication, quality control, storage, delivery, efectlon and Wocing, consult CST-88 Cuallty Standard, DSO.89 Vacing Specification. and HIS-91 Handling
Instal8np and Bracing Recommendation avaMR abte fromTrussateInstltute, 583 D'Onollo Drive, Madison, w153719. MiTek®
Symbols Numbering System AGeneral Safety !Votes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
1'A *Center plate on joint unless Damage Of Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
4 TOP CHORDS 2. Cut members to bear tightly against each
other.
o WEBS JS
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate O
joint and embed fully. Avoid knots and wane
at joint locations, plates i/e"from outside edge of ay
truss and vertical web. a 4. Unless otherwise noted, locate chords !icesIP
u , u o at /4 panel length(+ 6" from adjacent joint.)
This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of
required direction of slots in
Jt J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication,
For tabular plating format refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS SIARTING ATTHE LOWEST JOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
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
BEARING
VnA
FORM018,019
Indicates location of joints at
which bearings (supports) occur.
WISC/DILHR 870040-N, 930013-N, 910080-N
19!
e
MiTeke
PANEL
TM
CLIP
MYDRQ,AIR
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.
O 1"3 Mitek Holdings, Inc.
Job Truss Truss type ty y
14673744
DR1965F AG2 ROOF TRUSS 1 1
Job Reference to tionaq
s e e n ustr es, nr . on Mar 31 14:31:55age
1 0 0 7 6-0 14-M 16-7-3 I 22-0-0 123-041
10-0 7$-0 7-" 1-10-3 5.4-13 1-0.0
Us 11 Scele = 1:45.1
6
2x4 11 2x4 11
5
7
B j$ 5x6
2xa 11 20 11 2x4 11 3xa =
3x10 II
6.00.12 34 II 1 =
2xa 11
I
11
e
2 Q
1 2xa 11 9 = 2x4 It2x4II 2x4 11
3x4 = 10
2,50 FIT 2x4 11 22.0-0
7.6-0 14.6.12 1W 204-0 4 9 1
7-6.0 7-0.12 0-2.4 5-7-0 0-4-0 1.4-0
Plate Offsets13:0-1-12,0-3-01, - - - - - -19:0-4-8.0-
757-07
LOADING`Ipsf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.95 Vert(LL) 0.10 11 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.48 VertITL) -0.18 10-11 >949
BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.07 10 1
BCDL 10.0 Code FBC2001 1st LC LL Min 1/defl = 360 Weight: 1341b
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed.
ROT CHORD 2 X 4 SYP No.21D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
7-9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 4-9
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
WEDGE
Right: 2 X 6 SYP No.2ND
REACTIONS (lb/size) 2 - 734/0.8-0, 10 =1081 /0-8-0, 7 - 393/0-8-0
Max Harz 2 - 3540oad case 4)
Max Uplift 2 - -3081load case 4), 10=-5141load case 4), 7=-218(load case 5)
Max Grav 2=73511oad case 6), 10=1081(load case 1), 7=405(load case 7)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2 -12, 2-3 = • 1339, 3-4 = -1339, 4-5 = 243, 5-6 = 283, 6-7 = -78, 7-8 =17
BOT CHORD 2-11'=1244, 10-11 --32, 7.9=71
WEBS 4-11 =-205, 9-11 =1382, 4-9=-1479, 9-10=-1007, 5-9=-323, 6-9=-482
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FRC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-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 MiTekStandardGableEndDetail"
4) Gable studs spaced at 2-0-0 oc.
5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer
should verify capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2, 514 lb
uplift at joint 10 and 218 lb uplift at joint 7.
7 Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7.
LOAD CASEIS) Standard
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cart.#6634
WAXMNO - V.,M des!" par asit sttre and READ NOTES ON7NO AND REVERSE SMS HEPORE USE.
Design valid for use only with 1~ connectors. Thk design is based only upon parametea shown, and k for an Individual bulb component to be
Installed and boded vertbolly, AppkfcbMy of design parametersand proper inowporaldon of component k responstbillty of building designer - not truss
designer. Bias" shown Its far lateral support of IndMkJua1 web members only. Additional lerriporary bracing to Insure stability duing construction Is the
iesponsiblitly of the erector. Additional permanenf brilrctng of the overall structure Is the responsibility of fine building designer. For general guidance
regoiding fabrballon, quality control, storage, delivery, eiectlon and bracing, consult CST-&$ Quality Vaindard, OSS-89 Srooft Specification, and HIS-91
Handling Installing and Rroclnp Recommendation avollable from Truss Plate Institute, 583 D'Onotrlo Drive, Modkon. WI 53719, M iT r k
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t3/. *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. J2 J3 J4 owner and all other interested parties..
TOP CHORDS 2. Cut members to bear tightly against eachc2Q
other.
O WEBS J5
Cr 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane
plates/8" from outside edge of
O
a X at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chords licesP
at I14 length(+ 6" fromceC, panel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in J1 J8 V 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-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General
WEBS ARE NUMBERED FROM LEFTTO 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 parallel9Pa grade specified.
to slots. BOCA 86-93, 85-75, 91-28 10. Top curds 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.
nA Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. 9 9 stacks of construction matertats.
14. Do not cut or alter truss member or plate
without prior approval of a professional
M!Tek®
engineer.
15. Care should be exercised in handling,
TM
G ® C I
erection and installation of trusses. _
1M Miitek Holdings, Inc.
FORPM18,019 HYM041RO -..
Job Truss I ruse I ype ty y
14673745
DR1965F B ROOF TRUSS 1 1
Job Reference (optional)
s e I e n ustnes, nc. Mon mar 31 14:31:56 2003 Page
5.3-14 to-" 1 14-8-2 20-0-0 .2u1r1$0I
1.0-0 543-14 4.8-2 4.8-2 5-3-14 1.0-0
Scale - 1:36.0
4x8 =
4
5,00 52
2x4 2x4
3 5
2 8
it 7 Ig
3x4 =
8 3x4 =
5z8 =
10-0-0 20.0.0
10-M 10-0.0
Plate UffWts - - -
LOADING'(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) -0.06 8 > 999 M1120 2491190
TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2.8 > 993
ddl- 0.0 Rep Stress Incr YES WS 0.22 Horz(TU 0.04 6 n/a
BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 86 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP Nu.2D TOP CHORD Sheathed or 4.10-10 oc purlins.
BOT CHORD 2 X 4 SYP No 2D BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 6-1004/0-1-8, 2-1024/0-8-0
Max Harz 2 =105(load case 4)
Max Uplift6--429(load case 5), 2--4420oad case 4)
FORCES (Ib)"- First Load Case Only
TOP CHORD ` 1-2-14, 2.3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=14
BOT CHORD 2-8-1430, 6-8-1481
WEBS<" 3-8--389, 4-8-536, 5-8--444
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1.33.
3 Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 6 and 442 lb
uplift at joint 2.
LOAD CASEIS) Standard
Junaidie Budiman, Lic.#451 1 1
MiTek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert, #6634
WARNINO • VerJ& deaf#n parameters and RRAD NOTES ONTWS AND JRXVER86 SMS BZr0Ra USE.
Design volts lot use only with Mfrek connectors. This design is based only upon potometsa shown, and Is tot on Individual building component to be
installed and loaded vertically. Applicability of design parametea perandproincotpoiallon of component k tesponsibOy of building designer - not truss isdesigner, bracing shown tot loteiai support of Individual web membets only, Additional lempoiary btaaing to Insure stability duil ng oondiuctlon is the tesponsibllity
of the erecloc Additional permanent bi4cing of the overall structure is the iesponslblilty of the building designer. For genial guldonce iegaiding
fabrication, quality contioL stoidge. delivery, etectlon and bracing, consul OST•86 Quality Iandard, D$I.89 Bracing Specification. and NIll-91 Handling
Installing and Bm racirm RecommondallonavailablefroTruePlateInstitute, 593 D'OnonMklo Do". Madison, W153719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Properly
t3l,- *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, property
e
securely seat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachcaQ
other.
o WEBS J5
o 3, Place plates on each face of truss at each
For 4 x 2 orientation, locate
0
cc and embed fully. Avoid knots and wane
plates 1/8"from outside edge of
v o
a X at joint locations,
truss and vertical web. a
o
4. Unless otherwise noted, locate chordssplices
I/4at panel length(+ 6" from adjacent joint.) u C, u
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in Jt 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
Welk/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFTTO 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 gradeg 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, 4e 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.
nA 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
engineer.
MiTek® 15. Care should be exercised in handling,
TM
PANEL
cuP
erection and installation of trusses.
OO 1993 M tek Holdings, Inc.
FORM076,019 tLWO 1Ai1. ® u WRO_-.`N - ..
Job russ Truss Type ty y
14673746
DR1965F BG ROOF TRUSS 1 1
Job Reference (o tional)
sFebr e Industries, no. on Mar age
5-3.14 10-0-0 I 14-8-2 20.0.0 1211
1-0-0 5-3-14 4-0-2 4.8-2 5-3-14 1-0-0
Scale = 1:36.0
06 =
4
2x4 11 2x4 11
5.00 12
3x4 i 3x4
2x4 11 3 - 5
2xd II
25 d II o
II 26
z 6II
y 7 I$ c 1
3xa 27 2x4 11 10 2x4 11 2x4 11 9 2x4 11 8 20 11 28 3x4 _
2x4 11 7x8 = 2x4 11
2x4 11
5.3-14 10-" 14-8.2 20.0.0
5-3.14 4-8-2 4.8-2 5.3-14
Ste Offsets..[9:0-4-0,04-81
LOADING`(psf) SPACING 2-0.0 CSI DEFL in floc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.21 Verii -0.05 9 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) -0.08 8-9 > 999
SCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.03 6 n/a
BCDL 10.0 Code FBC2001 Matrix) 1 St LC LL Min I/deft = 360 Weight: 124 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-11 oc purfins.
BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP li
OTHERS 2 X 4 SYP No.3
REACTIONS (lb/size) 6 = 902/0.8-0, 2 = 902/0-8-0
Max Horz 2 a 107(load case 4)
Max Uplift6=-373(load case 5), 2=-373(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD'- 1-2-34, 2.25=-1514, 3-25=-1445, 3-4=-1053, 4-5=-1053, 5-26=-1445, 6.26=-1514, 11
BOT CHORD 2-27 =1326, 10-27 =1325, 9-10 =1325, 8-9 =1325, 8-28 =1325, 6-28 =1325
WEBS 3-10=81, 3-9=-445, 4-9=476, 5-9=-445, 5-8=81
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable and zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=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 liable 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 373 lb uplift at joint 6 and 373 Ile
uplift at joint 2.
6) Girder carries hip end with 2.0-0 end setback
7) Special hanger(s) or connections) required to support concentrated load(s) 15.71b down and 10.0Ib up at 18-0-0, and 15.71b
down and 10.0Ib up at 2-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer.
LOAD CASE(S) Standard
1) Regular: Lumber Increase =1.33, Plate Increase s 1.33
Uniform Loads (plf)
Vert: 1-25=-74.0, 4-25=-61.7, 4-26=-61.7, 7-26=-74.0, 2.27=-20.0, 27-28=-16.7, 6-28=-20.0
Concentrated Loads (Ib)
Vert: 27=-15.7 28=-15.7
Junaidie Budiman, Lic. #45 10 i1
MiTek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert.#6634
w.vtMNO - %trM design par+anMtters wW R&W NT0=8 ON TWS AND ltCVZJtS115 BWB BJr")= IM& ••••
Design vaNd too use only with MiTek Connectors. this design Is based only upon parameters shown, and Is too an Individual building component to be
installed and loaded vordlcaty, Applicability of design parameters and proper Incofporaton of component Is lesponslblAty of building designer - not hues
deslgnet. Biaoing shown h for loterat support of Individual web members only. Additional temporary bracing to Insure stability duiing conshuchon k the
responslblllty of the erealol, Additonal permanent brbclnq of the overal structure k the responslblIlly of the building designer. For general guidance
regarding Wbilcaton, qu*My conhol, storage, dellvefy. stetson and bracing, consult CST." Ouably Standard, DSI.89 /racing Specification, and HIB-91
Handling Installing and $ Ing Recommendation availm o ablefrotrussPlateInstitute, 583 D'OnonDrlve, Madison, WI53719. MiTek®
Symbols Numbering System AGenerai Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
3/. *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, property
1/9
securely seat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachc
other.
o WEBS J5
Q 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane
plates i/s" from outside edge of
c o
a h at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chordsPlaces
r/4at 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
MiTek/Gang-Nall!JoI t/Plate Placement Chart. FARM EST 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.
nA 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
engineer,
M iT@k® 15. Care should be exercised in handling,
TM
Z® CMEILCLIP
erection and installation of trusses,
1993 Mitek Holdings, Inc.
FORM018,019 OANIQrNAtL ® f7mRojisp e `
Job russ Truss Type Oty y
14673747
DR1965F CG SCISSORS 1 1
Job Reference to tion8"
sFebI e Industries, nc. onMar 31 14:31:57age
4-0.15 7.8-0 10.11-1 i 15-0.0 I 1e-0-0, i--1-0-0 ) l
1.0-0 4411-15 3-5-1 3-5-1 4-0-15 1-0-0
Scale = 1:28.4
06
4
5.00 12
2x4 — 20 =
3 5
e
2 5x8 = 6
i1 7 I$
3x4 ; 2.50 Fi2 3x4
7-" 15-0.0
7.6-0 7-6.0
Plate WfWts : : : - -
LOADING`(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) -0.12 8 >999 M1120 249/190
T,CDL 7.0 Lumber Increase 1.33 Sc 0.55 Vert(TL) -0.20 6-8 >908
BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.11 6 n/a
BCDL 10.0 Code FBC2001 1at1C LL Min I/deft - 360 Weight: 63 lb
LUMBER BRACING
TOP CHORD 2 X 4-SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins.
BOT CHORD 2 X 4'SYP No;2D BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=782/0-1-8, 6=782/0-1-8
Max Harz 2=-80(load case 5)
Max Uplift 2--340(load case 41, 6=-3400oad case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=10, 2.3=-2090, 3-4=-1625, 4-5=-1625, 5-6--2090, 6-7=10
SOT CHORD 2-8 =1935, 6-8 =1935
WEBS 4-8 = 969, 3-8 = -394, 5-8 =-394
NOTES
11 Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL-4.2psf; BCDL = 5.0psf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Bearing at joint(s) 2, 6 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 at joint(s) 2, 6.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340 lb
uplift at joint 6.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert.k6634
O wmmo - V-' f dedPn parrnrnrRess and RUP 1V0728 ONI TKIS AND REVERSE S M BEFORE USE. s rss rID
Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is to an Individual building component to be
Installed and loaded vardloolly, 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 ereator. Addillon it permanent biboi ng of the overall structure is the iesponslbMV of the building designer. For general guidance
regarding fabrication, quality control, storoge..dellvery, erection and bracing, comutl OST-88 Quality Standard, 081-89 Bracing SpecMlcaaon, and HIB-91
Handling Installing and Bracing Recommendation avollable from Truss Plate Institute. 693 D'Onohd loDrive, Madison, Art 63719. M Tek®
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
MRek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
0
cc
U
a
0
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.
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
4011' 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.
MiTek®
A®
FORW 8,019 awMa-Nary ® HMNO,A/A(1)
General Safety Dotes
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
Ix joint and embed fully. Avoid knots and wane
0 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,
IM TM
PANEL
CUP
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.
01993 Mitek Holdings, Inc.
o russ Truss Type ty y
14673748
OR1965F J ROOF TRUSS 14 1
Job Reference (o tionV
sFebr e Industries, nc. on Mar age
1 0 0 7.0-0 3
Scale = 1:17.7
5.00 12
2
4
2x4 =
7-0-0
7.0.0
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.22 1 > 77
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC ILL Min I/defl = 360 Weight: 23 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.21) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
REACTIONS (lb/size) 3=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical
Max Horz 2-188fload case 5)
Max Up1ift3=-213(load case 5), 2=-138(load case 4)
FORCES gb) - First Load Case Only
TOP CHORD 1-2 = 29, 2-3 = 75
BOT CHORD 2-4-0
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=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 213 lb uplift at joint 3 and 138 lb
uplift at joint 2.
LOAD CASE(S) Standard
Junaidie Budiman, Lic. #4511 i 1
MiTek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert./6634
AWARMO - VerW design pummetem and READ NOTES ON TWIR AND REVERSE S11M BEFORE USE. esrerswr
Design valid tot use onty with Mliek umnectors; this design b based only upon parameters shown, and b tot an InclMdual building component to be
Installed and boded vetWc*. Applicability of design parameters and proper knowporation of component It responsibility of building detlgnet - not buss
designer. &acing shown is for bteial support of Individual web members only. AddIflonol temporary brackna to Insure stability during condiuctbn is the
responslblilty of the erectof. Additional petmahent bilackng of the overol shuctute is the responslbMy of the building designer, rwr genenol guidance
regarding fabrication, quality controL staage, delivery, erection and bracing, consul CST-gg Quality Standard, OSI-89 gracing spealncatlon, and NII-91 M Tek Handling inhaliissg inhalingand11mcRecommendationavailable from Truss Plate Institute, S93 D'Onohb Drive, Madison, WI53719.
Symbols Numbering System AGeneral Safety Motes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
1314 * 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, J2 J3 J4 owner and all other interested parties..
TOP CHORDS 2. Cut members to bear tightly against eachc1
other.
O
Q 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
aall-- joint and embed fully. Avoid knots and wane
plates 1/a" from outside edge of
O
a at joint locations.
truss and vertical web, a
o
4. Unless otherwise noted, locate chords lacesP
at /4 length(+ 6" fromCpanel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in JI 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 gradeg 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 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, f 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.
nA 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 y
Welke
engineer.
15. Care should be exercised in handling,
OM TM
PANEL`
CLIP
erection and installation of trusses,
I Mitek Holdings, Inc.
FORM048,019 taArrri-++wL ® HYMO-A,AM
Job Truss Truss Type Qty Ply D R HORTON
14673749
R1965F J1 MONO TRUSS 10 1
optional)
ACCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2D02 MiTek Industries, Inc. Tue Apr 01 11:04:05 2003 Page 1
1 0 0 1.0.0
1-0-0 1-0-0
SeaN Y5.8
2 6.00 12
1
4
1-0-0
2.4= 100
LOADINGNpso SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a n/a M1120 249/190
KCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) -0.01 1 >999
BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 5 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.20 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 (Ib/size) 2=177/0.8-0, 4=9/Mechanical, 3=-17/Mechanical
Max Horz 4=46(load case 4)
Max Uplift2=-117(k)ad case 4), 3=-21(load case 5)
Max Grov2=177(load case 1), 4-9(load case 1), 3=26(load case 4)
FORGES (Ib) »first Load Case Only
TOP CHORD 1-2=28, 2-3=37
SOT CHORD2-4=-0 NOTES
1)
Wind: ASCE 7-98 per F802001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.0psf, occupancy category 11; exposure B; partially;MWFRS gable end
zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=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 117 lb uplift at joint 2 and 21 lb uplift at joint 3. LOAD
CASE(S) Standard Junaidie
Budiman, Lic.#451 1 MiTek
Industies, Inc. 14515
North Outer Forty Drive Suite
300 Chesterfield,
MO, 63017 Cart. #
6634 WAItMM -
vet ftdesign paranseters mid R&W NOT88 ON TWS ARID RIME E JIM B&PORE UM. Design
volkl tot vets only with Welt connectors. This design Is based only upon poiameWs drown, and k tot an Individual buNding component to be Inslalied
and loaded vertically. AppNaobYty of deslan parameters and proper incapotatlon of component is tesponsb>1Nty of buNdng designer - not bust cl*
ogner, Stacing shown Is for lotetal support of Nldvldual web members only. Additional temporary bracing to insults stabgly duting constructlon k the tesponsbgty
of the etector. AddNbnol permanent brbol of the oveloN Ntuctum Is the tesponsbilly of the bullding deslpnet. For genetal guidance regatding
fobtloailon, quality control, storage, delNery, stectlon and Wacing, consull CST-ee Quality Standard, 031.89 broaing Specilloolk n, and HIS•91 MiTek® HandllnaIrntalllnaand. racing becommerdalbn avallable Isom Truss Plate Institute, $93 D'Onohlo DtNs, Madison, W I $3719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
3 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, property
1/6securely
seat. J2 J3 J4 owner and all other interested parties.. 4
TOP CHORDS 2. Cut members to bear tightly against each caQother,
0
WEBS , J5 Q
3. Place plates on each face of truss at each For
4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates
1/8" from outside edge of o
a
y at joint locations. truss
and vertical web. a o
4.
Unless otherwise noted, locate chords splicespI/
4 atpanel length(+ 6" from adjacent joint.) C, II - BOTTOM
CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required
direction of slots in it 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. Comber is a non-structural consideration and MITek/
Gang-Nail 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 rode gspecified. 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, 0$
00
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 BEARINGothersunlessshown. 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 engineer.
M
iTek® 15. Care should be exercised in handling, PANEL
TM
CLIP
erection
and installation of trusses. 1993
Mitek Holdings, Inc. FORM018,
019 R/KU i-1gLL ® NYDRO,A/Rt ,
Job russ Truss Type ty y
14673750
DR1965F K ROOF TRUSS 4 1
Job Reference to tipnal)
ACCU-SPAN-T I, , sFebt o n ustries, nc. on Mar age
1-0-0 5.0.0
1-0.0 5-0.0 3
Scale = 1 13.9
5.00 12
2
4
2x4 =
5-0-0
5-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.25 Ven(LL) n/a n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.08 Ven(TL) -0.07 1 > 237
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 17 Ib
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) 3-155/Mechanical, 2=335/0-8-0, 4-46/Mechanical
Max Horz 2=137(load case 5)
Max Uplift3=•149(load case 5), 2=-126(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2 = 29, 2-3 = 50
BOT CHORD 2-4 - 0
NOTES
1) Wind: ASCE 7.98 per FBC2001; 120mph; h=18ft; TCDL-4.2psf; BCDL=S.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1.33.
21 Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 3 and 126 lb
uplift at joint 2.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14615 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cart.#6634
A WARMNO - V•r{ jjf dlealyn piww xters and R&W NUMB Ox TWS AND JWV6R8a SIDS 88FORB LMR.
Design valed for use only with MITek connectou. Thk design Is based only upon parameters shown, and Is for an Individual building component to be
Installed and Waded vedloaNy, AppecoIssk u billyofdesignparametersandpropetIncorpotatlonofcomponentresponityof build" designer - not truss E" ldesigner. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stobttly during construction Isthe responslbtely
of The etector.'.AddRbnal permanent brbcing of the overate structure Is the responsbillty of the building designer. For general guldonos iegarding
fabrication, quality control, storage, delvery, erection and bracing. coraull OST-aa Quality Standard, 030-80 tracing Specification, and HIS-91 Handling
Installing and SracWq Recommendation ovateR able fromTrussRoteInstitute, $93 D'Ono6W Drive, Madison, WI53719, iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13z * 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, property
1 9
securely seat. J2 J3 J4 owner and all other interested parties.. AllA TOP CHORDS 2, Cut members to bear tightly against eachC2Q
other.
o WEBS J5
a: 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
ai - cc joint and embed fully. Avoid knots and wane
plates t/a" from outside edge of
o
a at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chordsplices at
1 /4 length(+ 6" from coC, panel adjacent 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/
Gang-Nail 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 purffns 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, 93W13-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. 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 MiT
ee engineer.
15.
Care should be exercised in handling, r1.
PANEL
CLIP
erection
and installation of trusses. IM
Mitek Holdings, Inc. FORM018,
019 sl11i0-[AAA MWRO,AXR@ -
Job ruse Truss Type ty y
14673751
DR1965F L ROOF TRUSS 4 1
Job Reference (optional)
s Feb 19 2003 MiTekIndustries, nc. on ar s age
Scale = 1:9.2
5.00 Fl2
2
1
4
i 2A _... - _ 3-0.0
3-0-0
LOADING Ipsf1 SPACING 2.0-0 CSI DEFL in poc) I/deft PLATES GRIP
TCLL'30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.03 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 FBC2001 Matrix) 1at LC LL Min 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=69/Mechanical, 2=253/0-8-0, 4=26/Mechanical
Max Horz "2'-85(load case 5)
Max Uplift3=-83(load case 5), 2=-121(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=29, 2-3=-54
BOT CHORD 2-4=0
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h-18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL =1.33.
2) Refer to girders) for truss to truss connections.
31 Provide mechanical connection Iby others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 121 lb
uplift at joint 2.
LOAD CASE(S) Standard
Junaidis Budiman, Lic,N451 1
MiTek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert./16634
N WARDM - Vir{ fj1 dort4n paswa rte»t and RSAD N0TXS ON TM8 AND RBVZMM SM BRMRB V=- ww 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 vafllaally. Applicability of design parameters and proper Incorpoiatlon of component is tespombWy of building designer - not truss El designer. Bracing shown is for lateral support of Individual web members only. Additional lempaary bracing to Insurer stability durkrg condruction is the responsibility
of the srectot. Additional permanent brtscing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quickly control, staage. delivery, efecflon and Wooing, consult OST•aa Quality Standard, OSS•89 Bracing Specification. and HIN-91 Handling
Installing and Bracing Recommendation avallobls from Truss Plate Institute, 693 D'Onoeb Drive, Madison, w153719. M iTe k®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Propefty
t3/4 *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. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2, Cut members to bear tightly against eachuc
other.
O WEBS J5
0 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
0
Q joint and embed fully. Avoid knots and wane
plates/e" from outside edge of
U o
d at joint locations.
truss and vertical web, o a
o
4. Unless otherwise noted, locate chord splices
at A panel length(+ 6" from adjacent joint.) u Cl C16 I. -*
This BOTTOM CHORDSsymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in J1 18 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. Plote 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, N 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.
nA Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (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,
TU
CPALIPE
erection and installation of trusses.
1993 Mitek Holdings, Inc.
FORM018,019 NYpAO,AiR
Job Truss Truss I ype ty y
14673752
DR1965F M ROOF TRUSS 4 1
Job Reference Iv tionaU
s e r e n ustrtes, ne. onMar age
3
1-0-0 t-0.0
Scale = 1:5.5
5.00 12
2
1
4
1.0.0
20 — 1-"
LOADING lgpsf) SPACING 2-0-0 CS1 DEFL in (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.07 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 FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 5 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc puriins.
80T CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3--17/Mechanical, 2=177/0-8-0, 4=9/Mechanical
Max Horz.,2-45(load case 4)
Max Uplift3--2l(load case 51, 2=-117(load case 4)
Max Grav 3 = 26(load case 4), 2 =177(load case 1), 4 = 9lload case 1)
FORCES (lb) - First Load Case Only
TOP CHORD 1.2 - 28, 2-3 = -37
BOT CHORD 2-4 = 0
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;lumber DOL-1.33 plate grip DOL=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 21 lb uplift at joint 3 and 117 lb
uplift at joint 2.
LOAD CASEIS) Standard
Junaidie Budiman, Lic.#451 1 1
MiTek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert.#6634
WARWNO - VerW des4n pawn ittm and R&W NOTES ON TWX AND RXVZJM SIDE SEPORd UST. isaar rQD
Design valid tot use only with MRek eonneators. This design Is based only upon porometen drown, and Is for an IndMdual building component to be
Installed and loaded vertically. Appiloobl lty of design parameters and ptopei Incorporation of component is responsbillty of building designer - not buss
designee. Sracing shown is fa bteral support of Individual web member only. Additional temporary bracing to Insure stability during condiuctlon is the
Responsibility of the erectpt. AdGBlonal permanent btbaing of the overall shuetute is the respon"y of the building designer. For general guldohoe
regceding fabrication, qualtly control, stotage. delivery, eeectlon and bracing, consull OST-88 Quality Standard, DSR-89 Rrooing SpeollIcatlon, and HIS-91
Handling InstaRlnpand RlKtrooRecommendatlonavailable from Truss Plate b Institute, 683D'OnoeDrive, Madison, WI53719. MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
4410, 13/4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 8„ TOP CHORDS 2, Cut members to bear tightly against each
other.
O WEBS J5
o 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate aQ joint and embed fully, Avoid knots and wane
plates 'Is" from outside edge of
o
a at joint locations,
truss and vertical web. a
o
4. Unless otherwise noted, locate chords rcespfr/4at panel length(' 6" from adjacent joint.) ce C,
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
MRek/Gang-Nail 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 puffins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, ff no ceiling is installed, te unless otherwise noted.
SBCCI 87206, 86217, 9190 12. Anchorage and/or food 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.
Mi! 14. Do not cut or alter truss member or plate
without prior approval of a professional
MTek®
engineer.
15. Care should be exercised in handling,
PANEL
TM erection and installation of trusses.
4 1993 Mtek Holdings, inc. L CLIP
Job Truss Truss Type Qty Ply D R HORTON
14673753
DR1965F S ROOF TRUSS 2 1
o al
ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MITek Industries, Inc. Tue Apr 01 11:04:34 2003 Page 1
4." 6-3-5 9-IG-13
1.5-0 5-3-5 4-7-8
ail5 7:15.5
3.54 12 3x4
3
a
N
2
5
2d It7 8 5
3.4 =
20 =
5as 9-10.13
5 5 4.7-8
LOADINftsf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.04 6-7 >999 M1120 249/190
T,CDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >999
BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 Na
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 41 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-8 oc purlins.
BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 95-1 oc bracing.
WEBS 2 X 4 SYP Ni
REACTIONS (Ib/size) 4=308/Mechanical, 2=514/0-115, 5=429/Mechanical
Max Horz 2=228(load case 2)
Max Uplif it-249(loadcase 5), 2=-217(load case 2), 5=-123(load case 3)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-8=24, 2-1=24, 2-3=-1070, 34=64
BOT CHORD ` 2-7=1001, 6-7=1001, 5.6=0`
WEBS 3-7=166, 3.6=-1069
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.0psf; occupancy category 11; exposure B; partially,MW FRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-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 249 lb uplift at joint 4, 217 lb uplift at joint 2
and 123 lb uplift at joint 5.
LOAD CASE(S) Standard
1) Regular. Lumber Irltrease=1.33, Plate Irxrease=1.33
Uniform Loads (plf)
Vert., 1-8=-74.0
Trapezoidal Loads (plf)
Vert: 8=0.0-to-4=-183.1, 2=-1.74D 5=49.5
Junaidie Budiman, Lic.#45 11 i1
MiTek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert. #6634
AWARMNO • V.,W ditsign uraniwttsr aaunt RC.M NOUN ON TRW MW R=VBRSX SM BZli t=
Design valtd tar use only with Muck oonneoias. This design is based only upon paramsten shown, and is for an Individual building component to be
Installed and loaded vertically, Applicability of design parani and proper Incorporation of component is iespon"y of building designer • not puss
designer. Bracing shown is for lateral support of individual web members only. Additional tempoioiy bracing to Insure stabMy during constwctbn is the
issponsibpdy of the erector. Additional permanent briscing of the overall shucture is the responsibility of the building designer. For general guidance
isgording lobilcatbn, quality control, storage, delivery, erection and bracing, consult OST•66 Quality Standard, 001.89 Bracing Specification, and RIB.91
Handling Ins ina and Smalling Recommendation avolPlats obiefromTrussInstitute, 583 D'Onofilo Di", Modison, W I $3719, MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
1'/a *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. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each
other.
O J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o _ 0
0Z joint and embed fully. Avoid knots and wane
plates/a" from outside edge of
O
a at joint locations,
truss and vertical web. a
O
4. Unless otherwise noted, locate chords livesP
114at 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 ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and
MITek/Gang-Nail Jolnt/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFTTO 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, 4e 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.
nA 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,
uPEL
erection and installation of trusses.
0 1"3 Millek Holdings, Inc.
FORMO18,019 onnrrs-n+na. HYDRO -AIR ® ,
4
14673754
DR1965F I S1 I ROOF TRUSS
rH, LONGWOOD, FL 5.000 s Dec 17 2D02 MRek Industries, Inc. Tue Apr 01 11:05:0
2x4 = 1-5-0
LOADINGi psf) SPACING 2-M CSI DEFL in (loc) Udeft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.02 1 887
9CLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a
BCDL 10.0 Code FBC2001 Matrix) tat LC LL Min Vdefl = 360 Weight: 7 lb
LUMBER
TOP CHORD 2 X 4 SYP No.21)
BOT CHORD 2 X 4 SYP No2D
REACTIONS (Ib/size) 3=-40/Mechanieal, 2=193/041-0, 4=6/Mechanical
Max Horz 2=47(load case 2)
Max UpIND— 0(load case 1), 2=-175(lood Case 2)
Max Grav3-25(load cam4), 2--193(load case 1), 4=6(load case 1)
FORCES (Ib) • First Load Case Only
TOP CHORD 12=29, 2-3=.24
BOT CHORD 2-4=0
BRACING
TOP CHORD Sheathed or 1-5-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing.
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; parbally,MWFRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=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 40 lb uplift at joint 3 and 175 lb uplift at joint 2.
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (pit)
Vert: 1 2=-74.0
Trapezoidal Loads (plf)
Vert: 2=-2.5-to-3=-52.3, 2=0.0-to4=-14.1
Junaidie Budiman, Lic.ry451 1
Mi7ek Industies, Inc.
14515 North Outer Forty Dr1i vi
Suite 300
Chesterfield, MO, 63017
Cert. N6634
AWARMG - Vorft de,tyn pwanwt,r, and R&W NMUS ONTars AND rWVZRS6 Sena 82111ORE Lads. 111001. 6
Design valid tot use only with MITek connectors. This design Is based only upon patometets shown, and is ton an Individual building component to be
installed and loaded venlcally. Applicability of design potametem is tesandptopetIncorpowflonofcomponentponsloiRly of building deslgnet - not hues
design.. Siccing shown k tot Metal support of Individual web members only. Additional temporary btacing to Insure stability during condtuctlon is the
msponsibUny at the steclot. Additional petmansnt bibokng of the ovetol situctws k the fesponslbRRy of the building designer. rot general guidance El
regarding fcbrloatlon, quality contiot st Loge, delivery, etecilon and bracing, consult OST-86 Quality Standard, DSI-89 Imeing Specification, and HII.91 M iTek® Handling Installing and tracing Recommendation available from Trust Plots Institute, $83 D'Onohio Dive, Madison, W 163719.
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13 *Center plate on joint unless Damage Or Personal injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobathsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat.
8„
J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachI
other.
O J5o3. Place plates on each face of truss at each
QFor4x2orientation, locatea Z joint and embed fully. Avoid knots and wane
plates I/e"from outside edge of
0
a _
4.
at joint locations.
truss and vertical web. a
o
Unless otherwise noted, locate chord s ices
I piceat /4 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
MITek/Gang-Nail 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, 9i90 12. Anchorage and/or food transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
nA Indicates location of pints at 13, Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials, a
14. Do not cut or alter truss member or plate,
without prior approval of a professional
MiTe(®
engineer.
15. Care should be exercised In handling,
T1
PAINEL
CLIP
erection and installation of trusses.
I M Milek Holdings, Inc.
FORM18,019 aw+io-wain.0 NMROAIRo -
4 - -
0
o I
D •
tl
F If
zoo bo-0 1 — —
V A r, N r- : ALL BEARING WALLS TO BE PLACED I J. L 1 PLY HGR. IGTIC E f ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS i
PRIOR TO SETTING TRUSSES.. d 2 PLY HGR. IENIGNEMM DRAWINGS--LOADING--PITCH AND OVERHANGS
WALLS SHOWN ARE TO BE BEARING.. d 3 PLY HGR. SIGNED APPROVAL X
JOB NUMBER: DR1965F DATE: 8-6-02 PITCH:
S "
LOAD: SHINGLES
CCU SPAN CUSTOMER: D R NORTON
t2„ A407A-32t-14W4O\\\BY: T.H JOB NAME: MODEL 1965 "D" ELEV. BRG BLOCK
M
K
A9
All
A13
A15
A17
A19
A
A
A
1
A
1 A
A
O
A
o AIW
y _ la
A
A
A
A
14-0-0 BRG. IN ENTRY 14-0-0 A2
CLG.
A2
VOLUME ; AGl
CLG.'
B BIG
CAULK BETWEEN H.W. I e7 32W0 CONCRETE WOOD BUCK s BACK WIDTH) C-37-OK-1
BUCK BY OtUNERS MASfk9iY EnING %T MAS'Y. OPENINGSTOTHERS / BY OTHERS INSTALLATION
3/16'IA. TAPCONONEBYWOOD3/16' VIA. TAPCON D
Ikfl
CAULK. BETWEENWINDOWFLANGE
BUCK BT OTHERS
ST O
6 WOOD BUCK. I I.1/a• MIN. BY TUNERS
a
a EnBE DnENT SHIM AS REO'D-
w 1/6' MAX. RIGID VINYL (SEE NOTES) GLAZING BEAD
INSTALLATION ANCHOR TYP.)
3/I6' DIA. TAPCON
Stucco
BY OTHERS SHIM AS REO'0-
1/6' MAX GLASS Q
r IERIMETER SCE NOTES3 TYPXSEE NOTES)
CAULK
ST. OTHERS
FLANGE TYPE
FLANGE TYPE WINDOW FRAME
WINDOW FRAME. JAMB CAULK BETWEEN
RIGID VINYL
HEADER WINDOW FLANGE PERIMETERWOOD
v
GLAZING BEAD 6 BUCK CAULK
Vim (TYPJ GLASS BY OTHERS
R DOv TYP.) (SEE NOTES) V.W.
fGH(i1 WINDOW WIDTH)
BJ(.
SUCK
CAULK BETWEEN WINDOW
HEIGHT)
FLANGE 6 PRECAST SILL
W/ WU.KEM t16 ADHESIVE
CAULK, DR APRV'D. fa. SECTION B—Bj
FLANGE TYPE
PERIMETERAq
CAULKS[LL
v(nDOv FRAME
BY OTHERS
W.W.
BYOTHERS c A
SECTION ANOTES. -A
1) SHIM AS REEO O. AT EACH INSTALLATION ANCHOR. MAX ALLOw.EeLE
SHIm STACK TO BE 1/4-. D
2) 34NDOW FRAME MATERIAL: ALUMINUM ALLOT 6063. 3) INSTALLATION ANCHOR. MUST BE OF SUFFICIENT ON TOr—
MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE 16) USE SIUCOHaZED ACRYLIC CAULK BEHIND WINDOW FLANGE A' HS•O
A .Ames. SILL MUST 6E ATTACHED TO THE SUBSTRATE wiN D
V(7LKEm I16 ADHESIVE CAULK OR APPROVED EOUAI U I5) USE SiLICONIZED ACRYLIC CAULK FOP. PERT R SEAL ArtmLNf, W.fi
EXTERIOR OF wm1DOw F!A'C r
6) IF EXACT WINDOW SIZE r NOT USTED IN ANCHOR CrAR7 USE
ANCHOR GtJANT;rY USTED wTH ME47 LARGER 5B17 FD r
APPROP A7E DESIGN PRESSURE REO'G.
7) GLASS tNICKNESS MAY vAPY PER TY: OL'FF MENT> OF A -vE1300GLASSCHARTS
6) L+?TEP CESIGNATIONS ON THE TARCON OrATICN C APT inOu- WMC t TAnON ANCHORS Ar1Z TO 5E INSLIy ? 'Ar4m J . -E T I
EXTERO- LE`VAtON AS A KEY J
9) ALL FACTORY APPLIED -'OL: S NOT OESIOrtA 7 TOR TA. CN
ANCHOR SHOULD BE FK -D wT -
O PROvT" MIN / ! A EMBEDMENT lwo wwo EuCw..1-
1O) FLORIDA E xT ImE ! J3 /.. wrvt RCiry SPRIN
SEPI A >O APP•JE ORBO [ RL '+1' _-CO
SEPIESI :A /rL,,
i E> = NG _ kUNCION 1;) WHERE srx„O vIS— sTRUt' /
1'
ALL
CAULK
BETWEEN WOOD
BUCK 6 MAS'
Y.. OPENING BY
OTHERS CONCRETE
OR MASONRY
OPENING BY
OTHERS TAPCON
LOCATION CHART CALL
DUCK ILOCATIONS IN HEAD LOCATIONMF.
GSIZE
SIZE 30Ps- TO 4& 4lw TO 70PSF 30PV TO 4cov 12
Ba 1/8 X 25 B Q F.G13
to 4/3 9 37 3/6 6 8 FA to
1a //a X 49 SA 6 B F.G145
1a 1/3 x 53 1/1 g g F,G 15
is 1/8 X u B e f,G16 1a1/a x 71 6 8 F.G17 ra1xf1n2
25 1/2 x 25 8 e IM3
25 1/2 x 37 3/6 8 8 F,G F.G IH6
25 1/2 K N 5/4 e 6 F.G F.Gl1J IH15
25 3/2 x 55 l/1 B 8 FA F,G.MJ 1N5
25 3/2 X 62 6 6 F.0F.G.HJ IM6
25 1/2 X 71 6 B F CF,Gx1M7251/2 X 83 13 1 g F,GJ.K F,GJ:K 30
1/2 . 25 29 1/2 X 25 30
1/2 . 38 3/8 29 1/2 X 37 3/8 6 8 F.GF.G30
1/1 . 50 5/8 29 1/2 X 19 5/11 B B F.G F,GJ1J 30
1/2 . 56 1/4 29 1/2 X 55 1/4 B 6 F.GF.GlU 3D
1/2 • 63 29 1/2 X 62 6 6 F.GF.G.Mi 30
1/2 . 72 29 1/2 X 71 8 6 ' F.G!(J F.G.H) 30
i 2 . a. 29 1/2 X a3 e 6 F.GJ.K F,GJJI 36
X 25 23
36 : 37 3/6 e a Fwc F;G21
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36 x 55 I/1 6 Q F.G F.GJ(J 25
36 x 62 8 6 F,CJ(.I F,GAJ26
35 X 71 8 9 F.GJUO:U.GIV 27
36 X a) B 6 F,GJX fFNHE1J,K 25
61 x 25 37
3/8 F FFZJ aa2. 50 5/8 1 x .9 5/a e 8 F.G F,G.H! 42 .
S6 I/. 1 X 55 1/a e fi J1 F,G,1 F,G,MJs2
a 63 at X 62 8 B F,GJI.1 O.CF,G."i a2 .
72 41 X 71 g Q F,GJUO.E.F.G.HJ2
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26 17 x 25 5 A.0 3/
3 7 X 37 1/t 6 A.0 F,C F,GJM! 6 .
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56 1/. a7 X 55 I/• a A.0 i,F.G F,CN! 1 +
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72 a7 x 71 n C F,GlL1 D.E.F.CH,, a7
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52 1/8 x 55 I/• Q A.0 F.C:H.1 DEa.C.H.I 35 32
t/a x 62 2 A.0 FC.H,I O.E.F.0Hj3652
1/2 x 71 a A.0 F C,H! D.E.F.G H! 37 1
52 1/- a 63 A.0 I F,CJ,Y. OE.F.C.J.K.J.K 31 SINOr
A-A-le.LE INIL100 OR 15G0 SERIES. FLORIDA EXTRUDERS s
Ki a' TITLE: I NS-
i A 7i E:NEl:p 7 J LTUN
15l)O 000 DRAWN BY: I
A??P,OVE7 81 SCALEDWC.7LEX00!
4.
3yOTHTHfER3xS
9 INSTALLATION— C110R SCREW (TTP
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
FIN FRAME HEAD
EXTERIOR
PERIMETER CAULK
BY OTHERS
EKTERIOR FIMISH—
By OTHERS
28 INSTALLATION —
ANCHOR SCREW (IrP.)
ST£AIHING J
BY OTHERS
I' wN
IBEDKx
4' NAK NB 1NSTAlUTIDN
CAULK BEHIND FIN
SMIN SPACE ANCHOR SCREW (TrP.)
SHIM AS REO'D. TWO Br FRAMLMG
BY OTHERSTWOBYBUILDSEENOTES)
DOWN By OTHERS CAULK BEHIND TIN
FIN FRAME JAMS
NOTES:
Slue AS Rf0'D. 1) SHIM AS REO'D. ADJACENT TO EACH NtSTALIATON AnCHOR WITH LOAD BEARN(G
SEE NOTES) SHIM. MAX. ALLOWABLE SHIN STACK TO BE I/4-, GLAZING (TTP. J2) WSOOW FRAME MILTERML- ALUMRIUM ALLOY 6D63. SEE NOTES)
1/4' MAX 3) USE SLJCONIZEO ACRYLIC CAULK SEH" WN(OOW FIN AT MEAD. SILL & JAAISS r NBL
SNW SPAR 4) USE SIL COWED ACRYLIC CAULK FOR "PERIMETER SEAL AROLOO EXTERIOR OF
WIN001Y fRAME.
EMERfiII
OFS) CLASS TININGLIE MAY VARY PER THE RULATING OUTA CLASSGLASSALSSTMOCHARTS. SN4GL:E GLAZING K SNOwH, a1SLKATN M. CLASS IS ALSO OUALi1E0. SHEAi1NNG
6) SCREW NJCNORS AT MEAD. SILL & JAmSS SHOULD DE /8 SCREWS OF SUFFICIENT BY OTHERS
LTN. TO PROVIDE MN. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE IS
SCREW ANCHORS 6' FROM CORNERS AND 24. O.C. MAX. EXTERIOR
7) Ell" DOWN AROUND CURVED PRTK)N OF WINDOW FRAME TO BE ENONCERED BY EXTERIOR FINISHOTHERS. BUILD DOWN MUST BE OF SUFFICENT STRENGTH TO ADEQUATELY By OTHERS
TRANSFER LOAD FROM WINDOW TO THE STRUCTURE.
8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN, T1I15 PRINT ALSO
APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &,2000 SERIES. PERIMETER CAULKWiBTH9) ELEVATIONS SHOW COMMCONfi)URATIONS. IT IS NOT WENDED TO LIMIT USE OF ONBY OTHERS THIS
PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS
THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES
DESIGNER FLIED WINDOW FRAMING SYSTEMS. r1 B'S 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UrdTS USING ALUMINUM TUBE MULLION.
SEE MULLION INSTALLATION SHEETS FOR REOILREMENTS. GLAZING (
TTP. SEE
NOTES) 1N
FRAME SILL SHIM
AS REO'D.— SEE
NOTES) / SI191
SPAri r
a 3r EXTERIOR
ELEVATION 3,
OTHERS I
1 CAULK
BEHIND =IN 1'
KIN. CIEN VUI: ' V
ri
CTSEC
i iL'' e,-fi Pp1AtA°
iC' t 1. w
ITEXTERIOR
EL _VATION FLORIDA
EXTRUDERSISANFORD, FLOR TITLE:
FIN INSTALLATION DETAIL DESIGNER
FIXED W1.* DOW 1000, 1750, & 20DO SERI DP.
AWNBY: BB APPROVED BY: DATE:
02/14/02 ISCALE :NTH jDwG.: FLEX0037
ONE BY BUCK
BY OTHERS
CAUILK BETWEEN vINDOv - HYANGE i SHEATHING
FLrvnoD arP
BY OTHERS
EXTERIOR FIHOSH
BTMERS
PDOETER CAULK J
BY OTHERS
VANDOV FRANC
HEAD
EXTERIOR
vDNOV FRAME -
SILL
PERIHETER CAULK
BY OTHERS
j EXTERIOR
1 FtNI&NBYOTHERS
INSTALLATION ANCHOR 1-3/B' MIN.
LTD SCRCV
EMBEDMENT
DUCK ViDTN -rl:Ti MAX.
P( SPACE
BUAD:DOWN
BY OTHERS
HMSO APPLIES tK i
TO SITU AS REO'O. AT EACH INSTALLATION AND OAR WITH LOAD SEARING SHIM. mAx, . By OTwoTHERRµ
ALOWABLE SHIM STACK TO BE 1/4'.
2) WINDOW FRAME MATERIAL.: ALUMINUM ALLOY 6063.
1-3/B' MIN. 3) TAPGON INSTALLATION ANCHORS AT SILL MUST BE OF SUFnCENT L7M. TO ACHREK SHIN AS RE"
EMBEDMENT MID. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. /10 NSTALIATON ' (SEE NOTES)
SCREWS AT NEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3x
MN. EMBEDMENT INTO 0000 FRAMING AND BUILD DOWN WERE REOUI ED
WALL43 N ANCHORS & SCREWS TO SE PLACED 6 N..fROM CORNERS & 24 IN. AQO.O.C.MAX. •; . ... `:, ,H, .. ... - .. WINDOW FRAME .,
4) USE SKIOOHNIED ACRTUC CAULK SEHIO WINDOW FIANCE AT MEAD. SIL & AMASS. - JAMB
5) USE SILOOMM ACRYLIC CAULK FOR PERNM SEAL ROUND VITERIDR Of
1/4' MAX
wNDOIr FLANGE. ... , .. •.. ,- :. -GLAZD G N;TYP o5
6) CLASS THICKNESS MAr WARN PER THE HEOUIRfMF.M'S OF ASTMiE13oD CRASS . ^ SEE OFFS) ,^z,
s _
SHIM SPACE CHAIR'S. SINME GU21NG IS SHOWN. WSUMQNC CRASS -SALSO Ot7RttlFED t 7)
SULD DOWN AROUND CURVED PORTION or WN60W FRAME TO SE ElNCI EERED BY OTHERS.
St" DOWN MUST BE OF SUFFICIENT STRENGTH 70.ADEOLWELY TRANSFER
LOAD FROM WIDOW TO THE STRUCTURE. .. .. 8)
FLORIDA EXTRUDERS 1000 SERFS DESIGNER WINDOW SHOWK THIS PRINT ALSO .. APPLIES
TO FLORIDA EXTRUDERS 1730 SERIES & 2000 SERIES. 9) ELEVATIONS SHOW COMMON COtNFN URATNONS. IT 13 HOT NaDIDED TO LIMIT USE Of THIS
PRODUCT TO THESE TWO COHFTG M11ONS. INS SHEET APPLES TO ALL PERIMETER CAULK SHIN
AS\REOD COWXM411006 THAT CAN BE MANUFACTURED FROM THE 1000. 175E & 2000 BY OTHERS SEE
HONES) SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10)
WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE VINDOV VIDTH MULLION,
SEE MULLION INSTALLATION SHEETS FOR REOUItEMENTS. SECTION
B-B GLAZA16 (
TYP. SEE
NOTES) SHIN
AS REO'D SEE
NOTES) T
L
I/,- NAK SHIM
SPACE EXTERIOR ELEVATION CAULK
BETWEEN J Q VINDDV
FLANGE Q Q
I BUCKWOOD0D1-
1/i -CENTRAL FLORIDA B.0.A.F% CAULK
BCTVEEN EMBEDMENT WOOD
DUCK L uFAc BYB1S R NARtT, MASONRYOPENINGONEByvOOD :•Nj `:J11JJli L\KtF2Fi BY
OTHERS BUCK BY OTHERS RASTER
r.
d7n.J
i(
CONCRETE
OR SECT ION A -A k MArLJI ER FILE # HASEINP.T IN: TALLA i oluANEADR BY
OTHERS 3116Di- IAPCON 1 B
11
B A EXTERIOR
ELEVATION
CAULK BETWEEN
TUG BY
DUCK L ADp
IE By OTHERS
FLORIDA EXTRUDERS
ISANFOR , FLORIDA TITLE: FLANGE
INSTALLATION DETAIL V/ FRAME BUILD DOVN DESIGNER FIXED
VIND0W 1000, 1750. S 2000 SERIES DRAWN BY:
DB I APPROVED BY: DATE:02/
12/02 SCALE:IVTS DWG.: FLEX0036
I
SHEATHING
By OTHERS
SHIN AS RE'O'D
SEE NOTES)
CAULK BETWEEN
DOOR FLANGE
L SHEATHING
INSTALLATION ANCHOR
r8 SCREW
TvO BY WOOD
BY OTHERS
v1
1/N' MAX.
SHIN SPACE
DOOR WIDTH
SLIDING GLASS
DOOR FRAME
JAMB
t arm " ' HIN. '
EMBEDNENT TEMPERED CLASS
STUCCO
OR SIDING
tTYP.)
BY OTHERS SLIDING GLASS
DOOR FRAME
PERIMETER HEAD
CAULK By
OTHERS PERIMETER
CAULK BY
TEMPERED
OTHERS
q
GLASS CTYPJ
DOOR
HEIGHT SECTION B-B
so IOA uDF.RS _ . .
AST
SLIDING GLASS
DOOR FR `HE
1 D
MAX. SHIN !,FALL
TWO By WOOD
1-1/8 MITI /— BY OTHERS
SLIDING GLASS DOOR
SHIN AS REO-D. HOOK STRIP
SEE NOTES)
INSTALLATION ANCHOR
68 SCREW
CAULK BETWEEN
DOOR FLANGE
t SHEATHING
SHEATHING
BY OTHERS TEMPERED GLASS —
STUCCO TYP.)
OR SIDING
BY OTHERS SLIDING GLASS DOOR
INTERLOCK
INSTALLATION AAXHOR
a SCREW
TWO BT WOOD
BY OTHERS
TCCAULK BETWEEN
STRIP L
SHEATHING
SHEATHING
BY OTHERS
STUCCO OR SIDING
BY OTHERS
HOOK STRIP DETAIL
1-1/8, Mm
EMBEDMENT
I
APPR
NUT%S: U DOOR MATCR.IAL A1w~ ALLOT 6063L
ZT XB IMSTALLATTCM SCIMWS MST TIC OF WFIC.tENT LENGTH TO ACKICVE MIX ENXLENT
0: I-I/S' INTO VOOD. TAPCON TTPE INSTALLATION ANG6TS AT SILL MUST PC OF
W:KIENT LENGTH TO ACHIEVE TIN ENBEDNEHT IT 1-1/1' INTO MASC0 I OR CONCRETE.
INSTALLATION ANCHOR CHART ON SACK 6 THIS SHEET.
1 USE SIL ICOMIZED ACRYLIC C.A. 3EMIMD DOOR :LANCE AT HEAD S AwMS.
51 USE S0.ICCMIZEO ACRYLIC CAULK FOR PERITETER SEAL AROUND EXTERIOR OF DOOR. 61 IF EXACT DOOR SIZE IS MOT LISTED IN ANCHOR CHART. use ANCHOR DUAMTITT LISTED VITN TEXT
T LARGER SIZE. FOR T1E APPR RIATE DES RETSURE IF.O'D T71FORPOCKETDOORSIZESUSECLOSESTITPASSDOORSIZELCOKIGURATIMt0 FDIISNCD CPCNIMG. B
PLACE INS TALLATTOM ANCHORS. I. FRONT DT 1OOK STRIP AS SROVTT 1
Br GLASS TMICKNESS My VARY PER REOUIREMNTS O: ASTN EI300 CLASS CHARTS. 91
DOOR WIT IS APPROVED USING TCNPIRCO GLASS IM SDELE RAZED OR IMSULATMy GLASS 10) /
A11./ / SILL CO2MERS ARE TO DE SEALED VITN A SMALL JOMT SEAR SEALER 11
SHIM AS REDD. AT E. SET O: INSTALLATTON AH_MCRS. HAX, ALLOWABLE SHIN S1ACX TO DE VA', 1Z)
ALL IMSTaLLATIO. ANCSOPS nXJST BE MADE IS CORROSION RESISTAMT MATERIALS. P
A " T)1 V1ERc R. AR -SENT rOVtMG PANCL AND L' REPRT.><Hti FIXED Amu WED j
CUftGVR
TIC>H. ARE L STED tf1 -04X CKAMI DN 9ACX a' TMS S C_T E
x TER ! O R ELEVATION t•1 MO.TALL EOKIGARATIDN LISTED ABOVE W_ SMJ / ON TNtS NIAWiNG. NMVER TNSTALL.ITOM SECTtOH2'
A-A'.'9-9 L MOK STRIP DETAIL APPLT TO IMSTALLATIEW 1i ALL APPRO'FD NBED.
N; CSNIGUP TIA.. DI"1/A' HSN. 151 FLORIDA EXTRUDERS iDOD S_Qt SLlmNc (LASS OCOR IS ipowX THIS PRINT KSD APPLIES to 2PANELDLTPS{OWN 20M SERIES AID 5N SCRI-S O
A i
A
v D
IBERALLT
APPLY _ T CAULKING
UNDER SILL OF.
SET SILL IN BE. — INSTALL A`10NANC.HOP OFCt7NCY_
TC ?/IS' D TA%CON S=CTiu,
ti A- Fr 3
2002 P.Ev
DESCRIPTION DATE ,INS F L P 1 D A INT EXTRUDERS SANFORD
FL.
TITLE: SLIDING
GLASS DOOR INSTALLATION WITH
98 SC rCWS DR-I.
WN BY: U I APPROVED BY: i i
ATE: !21!7101 ISCALE. HE MDWC icLEXX27 S:i I O
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DAD.: 1 •'` i.0
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Premdor Entry Systems
911 E. Jeferson, P.O. Box 76
Pittsburgh XS 66762
MIAMI-DADE COUNTY. FLORA
METRO-DADE FLAGLER BUILDI'
BUILDINC CODE COMPLIANCE OFF]
MMO-DADE R.AGL R DUILDt
140 wmrr VLAGIXIt TlItri11-1% SUrIl: I
MIAMI,1q.ORIDA 33130.1
305) 375-2901 FAX (305) 373.2
trrIL%c."rott yei NstiYc:li-mm
305) 373.2527 VAX (305) 375•:
t:oa•rtL(-rott >•:'Nt)IiCl:,11FrY•r at'ta
303) 373.21)" FAX (305) 373.:
t•ttot)uc r cotyrnot. utvta
305) 373.2902 FAX (305) 3724
Your application for Notice of Acceptance (NOA) of
Entergy 6-8 S-W/E inswing Glazed Double w/sidelites Residential Steal Door
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials tend Types
Construction, and completely described herein, has been recommended for acceptance by the Miami -Da(
County Building Code Compliance Office (BCCO) under'the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If I
product or material fails to perform in the approved manner, BCCO may revoke. modify, or suspend
use of such product or material immediately. BCCO reserves the right to revoke this t pproval, if it
determined by BCCO that this product or material fails to meet the requirements of the South- Flor
Building Cede.
The expense of such testing will by incurred by the manufacturer,
ACCEPTANCE NO.: 01-0314.2S
EXPIRES: 04/02/2006 haul tcoangucz
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE 4.0 PRODUCT REVIEW COi\•IMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Buildi
Code and Product Review Committee to be used in Minnti-Dade County, Florida under the conditions
forth above. /
Francisco J. Quintana, R.A.
Director
Miami -Dade County
APPROVED: 06105/200i Building Code Compliance Otlic
Premdor Entry Systems ACCEPTANCE No.: 01-0314.25
APPROVED JUN 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: _ Sl'CCiFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptancc No. 00-0321.27 which was issued on April 28, 2000
approves a residential insulated door, as described in Section 2 of this Notice of Accepta
designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[
County, for.the locations where the pressure requirements, as determined by SFBC Chapter 21
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entcrgy 6-8 S-!V/E Inst ing Gtazecl Double Residential Insulated Steel Doors
Sideiites- and its components shall. be constructed in strict compliance with the follo%
documents: Drawing No 31-1028-EW-1, Sheets i through 6 of 6, titled "Premdor (Entcrgy Br.
Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec
manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col
Product Control approval stamp with the Notice of Acceptance number and approval date by
Miami -Dade County Product Control Division. These documents shall hereinafter be referred t
the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i
approved drawings. Single door units shall include all components described in the active icafo
this approval.
3.2 Unit shall be installed only at locations protected by a canopy or overhang .such that the ang!c
between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir
non -habitable areas where the unit and the area arc designed to accept water infiltration.
4. INSTALLATION
4.1 The residential insulated steel door and its components shall be installed in strict compliance wit
the approved drawings.
4.2 Hurricane protcclion system (shutters): the installation of this unit will require a hum,
arolection system.
S. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved".
6. BUILDING PERMIT.REQUIREINIENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptancc, clearly narked to show the components selected for the proposed installatio
6.1.3 Any other documents required by the Building Oflic:ial or the South Florida Building Co-
SFBC) in order to properly evaluate the install ion of this system.
Ntanu 1 Pcrcz, P.E. Product Co ro Exam:
Product Control Division
Premdor Entry Systems ACCEPTANCE No.: 01-0314.25
APPROVED
EXPIRES
JUN 0 52001
April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi
and the original submitted documentation, including test supporting data, engineering documents,
are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if.
a. There has been a change in the South Florida Building Code affecting the evaluation of
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
c. If the Acceptance holder has not complied with all the requirements of this acceptar
including the correct installation of the product.
d. The engineer who originally prepared, signed and scaled the required documentation initi;
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall
automatically be cause for temiination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or
other purposes.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displaycd in advertising literature. If any portion of the
Notice of Acceptance is displayed-, then it shall be done in its entirety.
7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all time. The engineer needs not reseal the copies.
S. Failure to comply with any Section of this Acceptance shall be cause for termination and rcmova!
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF •CMS ACCEP' ', NCL
Manu Percz, P.E.'Product Contr :cam
Produ ntrol Division
COP-WL-MAOIOO.02
FIBERGLASS DOORS
Glazed Units 6'8" Height —inswing
70"
2'6"
X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO
2'10" (Application Filed)
3'0"
3'6" Not Listed Not Listed I — I —
I2'8"
X0, OX, OXO
I
j
1'0"
COP-WL-MA0143-02
02-0419.08
Application Filed) 52.0 NO
2'8" + 17
2'10" + 1'0"
2'10" + 17'
3'0" + 17
3'0" + 17
1'0" + 2'8" + 1'0"
COP-WL-MA0144-02
02-0419.08
Application Filed) 52.0 NO
1'0" + 2'10" + 1'0"
1'2' + 2'8" + 1'2"
I IT+2'8"+1'0'
1'0" r 37 + 1'D"
17 + 2'10" + 17"
1'2" + 3'0" + 1'2"
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8'
2'10" + 2'10' + 2'10-
3'0' + 37 + 3'0"
XX, OXXO
t
1
i
2'8" + 2'8"
COP-WL-MA0142-02
02-0419.08
Application Filed) 52.0 NO
2'8" + 2'8"
2'10" + 210"
3'0" + 3'0"
2'6" + 2'8" + TV + 2'6"
COP-WL-MA0145-02
02-0419.08
Application Filed) 52.0 NO
2'8" + 2'8" + TV + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
37 + 3'0' + TO" + 3'0"
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local bui?ding codes specify the edition required.
Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201, A202 & PA20.
0
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441A :whim ID ChD1.0C' .nhow RwLe.
COP-WL-MAOI DO-02
FIBERGLASS DOORS
Glued Units 6'8" height — Outswing
2,0"
2'6" _ 02-041 &03
X 2'8" COP-WL-MA0161-02 (Application filed) 55.0 NO
2'10"
3'0"
3'6" Not Usted Not Listed -
X0.OX, OXO
1
2 8" + 1'0"
COP-WL-MA0163-02
02-0418.03
Application Filed) 55.0 NO
2'10" + 1'0-
2'10" + 1'2"
J'C"
3'0" + 1,2"
I + 2'8" + 1'0"
COP-WL-MA0164-02
02-0418.03
Applicalion Filed) 55.0 NO
1'0" + 2'10" + 1'0"
17 + 2'8" + 1'2"
7707. 2'8" a1'0"
l'O" + 3'0" + 1'0"
1'2" + 2'10" + 1'2"
I 17 + 3'0' + 1'2"
2'6" . 2'6" - 2'6"
2'8" + 2,8" + 2'8-
TIC" +2'10"+2'10" j
3'0" + 3'0" + 3'0"
XX, OXXO
21" + 2'8"
COP-WL-MA0162-02
02-0418.03
Application Filed) 55.0 NO
78" + 2'8"
2'10" + 2'10"
TO" + TO"
76" + 2'8" + 2'6" + 2'6"
COP-WL-MA0165-02
02-0418.03
Application Filed) 55.0 NO
2'8" + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
TO" 137 + 3'0" + 3'0"
Notes-
1 . Dccr arrangements using fewer panels than what is shovm in the above chart alsocomply under the product approvals shown.
2. Assembly details are available from the Masonite Warnstional website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.rnasonite.com) or from the technical center.
4. Aclual design pressure requirement for a specific building design 8 geographic location is determined by ASCK 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Mlaml-Dade 8CCO protocol PA201,
PA202 & PA203.
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ei-a to 0,~ w41gM Note. E
COP-M-MA0100-02
FIBERGLASS DOORS
Glazed Units 8'0" Height — Inswing
ro"
2'6" 02-0423.01
X 2'e" COP-WL-MA0146-02 (Application Filed) 40.0 NO
2'10" —
3'0"
3'6" Not Listed i Not Listed i - —
t
Xv. OX, CXO
XX, OXXO
2'8" + 1'0"
COP-WL-MA0148-02
02-0423.01
Application Filed) 40.0 NO
2'8" + 1'2"
2'10" + 1'0"
210" + 1'2"
3'0" + 1.0"
3'0" + 17
1'0" + 2'8" + 1'0"
COP-WL-MA0149-02
COP-WL-MA0147-02
02-0423.01
Application Filed)
02-0423.01
Application Filed)
40.0
40.0
NO
NO I
0" ` 2'10" + 1'0"
17 + 21" + 17
1'0" + 2'8" + IT
I + 3'0" + 1'0"
1'2" + 2'l0" + 1'2"
1'2" + 3'0" + 17
2'6" + 2'6" + 2'6"
21" + 2'8" + 2.8"
2'10" + 2'10" + 210"
TO" + 3'0" + 3'0"
21" + 21"
2'6" + 2'8"
210" + 2'10'
3'0" + TO"
TV + 2'8" + 2'6" + TV
COP-WL-MAOI W2
02-0423.01
Application Filed) 40.0 NO
2'8" + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'l0" + 2'l0"
3'0" + 3'0" + 3'0" + 3'0"
Notes:
1. Door arrangements using fewer panels tear what is shown in the above chart also comply under the product approvals shown.
2. Assembly detail's are available fromi. the Masonite International website (www.masonite.com) or from the technical center.
3, irslVation instrections are available frong the Masonite International website (www.masonite.com) or from the technical center.
a. Actual design pressure requirement for a specific cuilding design & geographic location Is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local builaing codes specify the edition required.
5. Masonde International structural, cyclic, air. water, forced entry/or Impact testing is done In accordance with Miami -Dade 8CCO protocol PA201,
PA202 & PA203.
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r
Glazed Units
COP-WL-MA0100-02
FIBERGLASS DOORS
8'0" Height — Outswing
Masonite International1e'
COP-WL-MA0166-02
02-0423.03
Application Filed)
OP Rating
47.0
I Impact'1.
NOX
1th)
2'0"
2'6"
2'8"
2'10"
3'0"
3'6" Not Listed Not Listed
Arrangement
X0, OX, OXO
multiples (width)
2'8" + 1'0"
masonite international
COP-WL-MA0168-02
Mianni-Dade 6CC0
02-0423.03
Application Filed)
OP Rating
47.0
Impact Rated
NO
2'8" + 17
2'10" + 1'0"
2'10" + 1'2"
3'0" + 1'0"
3'0" + 1'2"
1'0" + 2'8" + VV
COP-WL-MA0169-02
02-0423.03
Application Filed) 47.0 NO
1'0" + 2'10" + 1'0"
1'2" + 2'8" + 1'2"
1'0" + 2'8" + 1'0"
1'0" + 3'0" + 1'0"
1'2" + 210" + 1'2"
1'2" + TO" + 1'2"
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
3'0" + 3'0" + 3'0"
XX, OXXO
2'8" + 2'8"
COP-WL-MA0167-02
02-0423.03
Application Filed) 47.0 NO
2'8" + 2'8"
2'10" + 2'10"
3'0" + TO"
2'6" + 21" + 2'6" + 2'6"
COP-WL-MA0170-02
02-0423.03
Application Filed) 47.0 NO
2'8" + 2'8" + 2'8" + 2'8"
210" + 2'10" + 2'10" + 2'10"
TO" + TO" + 3'0" + 3'0"
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
S. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201,
PA202 & PA203.
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COP"WL"MA0100"02
FIBERGLASS DOORS
Opaque Units 6'8" Height — Inswing
Pasonite International
COP-WL-MA0101-02
Mianni-Oadd 6CC0
01-1031.01
DP Rating
76.0
Impact Rated
NOX
Singles (widlh)
2'0"
2'6"
2'8"
2'10"
3'0"
TV Not Listed Not Listed
Arrangement
X0, OX, OXO
Multiples (width)
2'8" + 1'0"
masonite international
COP-WL-MA0103-02
miaml-Dade BCCO
02-0109.10
Application Fled)
OPRaling
55.0
Im
NO
2'8" + 1'2"
2'10" + 1'0"
210" + 17
3'0" + 17
37 + 1'2"
1'0" + 21" + 1'0"
COP-WL-MA0104-02
02-0109.10
Application Fled) 55.0 NO
1'0" + 2'10" + 17
17 + 2'8" + 1'2"
17 + 2'8" + 1'0"
1'0" + 3'0" + 1'0"
1'2" + 2'10" + 1'2"
1'2" + 3'0" + 1'2"
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
37 + TO" + 3'0"
XX, OXXO
2'8" + 2T
COP-WL-MA0102-02
02-0109.10
Application Filed) 55.0 NO
2'8" + 2'8"
2'10" + 2'10"
3'0" + TO"
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MA0105-02
02.0109.10
Application Filed) 55.0 NO
2'8" + 2 8" + 2'8" + 2'8"
210" + 2'10" + 2'10" + 210"
3'0" + 3'0" + 3'0" + 3'0"
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade OCCO protocol PA201,
PA202 & PA203.
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Masonite International Corporation
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Opaque Units
FIBERGLASS DOORS
6'8" Height — Outswing
Arrangement
X
Ing,
2'0"
T"MM.
COP-WL-MA0121-02 01-1031.02 76.0
r
NO
2'6"
21"
2'10"
3'0"
3'6" Not Listed Not Listed
Arrangement
X0.OX. OXO
Multiples (width)
2'8" + IT"
V,lasonite International
COP-WL-MA0123-02
Miami-DadeBCCO
02-0109.09
Application Filed)
OP Rating
55.0
Impact Rated
NO
2'8" + 1'2"
2'10" + 1'0"
2'10" + 1'2"
37 + 1'0"
TO" + 1'2"
17 + 2'8" + 1'0"
COP-WL-MA0124-02
02-0109.09
Application Fled) 55.0 NO
17 + 2'10" + 1'0"
1'2" + 2'8" + 1'2"
1'0" + 2'8" + 17
1'0" + TO" + 17
17 + 2'10" + 1'2"
1'2" + 37 + 1'2"
2'6" + 2'6" +2'6"
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
3'0" + 3'0" + 3'0"
XX, OXXO
78" + 2'8"
COP-WL-MA0122-02
02-0109.09
Application Fled) 55.0 NO
2'8" + 2'8"
210" + 2'10"
3'0" + 3'0"
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MA0125-02
02-0109.09
Application Filed) 55.0 NO
2'8" + 2'8" + 2'8" + 2'8"
210" + 2'10" + 2'10" + 2'10"
3'0" + 3'0" + 3'0" + 3'0"
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201,
PA202 & PA203.
13
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Opaque Units
FIBERGLASS DOORS
8'0" Height — Inswing
X
2'0"
COP-WL-MA0106-02
02-0109.08
Application Filed) 70.0 NO
2'6"
2'8"
2'10"
3'0"
3'6" Not Listed Not Listed
X0, OX, OXO
Multiples r
2'8" + 17
1nal
COP-WL-MA0108-02
miami-Dade BCCO
02-0109.08
Application Filed)
OP RalinU
55.0
ImpactRated
NO
2'8" + 17
2'10" + 1'0"
210" + 1'2"
TO" + 1'0"
3'0" + 1'2"
1'0" + 2'8" + 1'0"
COP-WL4VWl09-02
02-0109.08
Application Fled) 55.0 NO
1'0" + 2'10" + 1'0"
1'2" + 2'8" + 1'2"
1'0" + 2'8" + 1'0"
1'D" + TO" + 1'0"
1'2" + 2'10" + 17
17 + 3'0" + 17
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 210"
TO" + TO" + 3'0"
XX, OXXO
2'8" + 2'8"
COP-WL-MA0107-02
02-0109.08
Application Filed) 55.0 NO
2'8" + 2'8"
2'10" + 2'10"
3'0" + TO"
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MA0110-02
02-0109.08
Application Filed) 55.0 NO
2'8" + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
TO" + TO" + TO" + 3'0"
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201,
PA202 & PA203.
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Masonite International Corporation
FIBERGLASS DOORS
Opaque Units 8'0" Height — Outswing
International.
COP-WL-MA0126-02
D.1•
02-0109.07
Application Filed)
1, Rating
70.0
Rated
NO
ItSIM13411IM11
X
Singles 1r4asonite
2'0"
2'6"
2'8"
2'10"
TO"
TV Not Listed Not Listed
Arrangement
X0, OX, OXO
Multiples [th)
2'8" + 1'0"
masonite internationalMiami-Dad
COP-WL-MA0128-02
1
02-0109.07
Application Filed)
OP Rating
55.0
ImpactRated
NO
2'8" + 1'2"
2'10" + 1'0"
2'10" + 1'2"
37 + 1'0"
TO" + 1'2"
17 + 2'8" + 1'0"
COP-WL-MA0129-02
02-0109.07
Application Filed) 55.0 NO
1'0" + 2'10" + 1'0"
1'2" + 2'8" + 1'2"
1'0" + 2'8" + 1'0"
1'0" + 3'0" + 1'0"
17 + 2'10" + 1'2"
IT + TO" + 17
2'6" + 2'6" + TV
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
TO" + 3'0" + TO"
XX, OXXO
2'8" + 2'8"
COP-WL-MA0127-02
02-0109.07
Application Filed) 55.0 NO
2'8" + 2'8"
2'10" + 2'10"
TO" + 3'0"
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MA0130-02
02-0109.07
Application Filed) 55.0 NO
2'8" + 2'8" + 2'8" + 2'8"
210" + 2'10" + 2'10" + 2'10"
3'0" + TO" + TO" + 3'0"
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade OCCO protocol PA201,
PA202 3 PA203.
0
Oak;raft
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ow comftW pOp OM W P00W "Pt"p"tU miAp SpK tal . oe$gn W4 wo"
dMA SO" 60 Chow '"Ahm .06ce.
X
Unit
TYR
UNIT 8'8" UNIT
15/16* 17.1/8'
MAXIMUM
ON CENTER TYR
6 per vertical framing member
2 per horizontal framing member
Hinge and strike plates require two
2-1/2" long screws per location.
Width of door unit plus 1/2"
Height of door unit plus 1/4"
SINGLE DOOR
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed.
UNITS COVERED BY COP DOCUMENT 3146 or 3166
Compliance requires that 8" GRADE 1 (ANSVBHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top
and (1) at bottom.
Notes:
i. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners
analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons.
2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of
1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country
approvals respectively, each with minimum 1-1/4" embedment.
3. Wood bucks by others, must be anchored properly to transfer loads to the structure.
0
Aprtl29.2002 Masonite International CorporationOwcww%p" W"rom or aoaucs mao.emwa make$ stK ikal9 .
oes" 04 010" dnaa sooKa 19 ch"t wihow *Nice.
XO or OX ilr
Unit
SINGLE DOOR WITH 1 SIDELITE
UNIT 8V UNIT
15/16* 17-1/8'
MAXIMUM
ON CENTER TYP.
CountMinimumFastener
6 per vertical framing member
7 per horizontal framing member
Hinge and strike plates require two
2-1/2" long screws per location.
RRoughOpening
Width of door unit plus 1/2"
Height of door unit plus 1/4"
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed.
Notes:
1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners
analyzed for this unit include 18 and it wood screws or 3116'Tapcons.
2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country
approvals respectively, each with minimum 1-1/4" embedment.
3. Wood bucks by others, must be anchored property to transfer loads to the structure.
A,p,A29 2W2 Masonite tnternationat Corporation
0". (On,.r. ^^r ; 0%r n, N UOW'1 +re.0.entM .Mef t0ec.14:O-0nt.
MOO w .l %O d0 MA sowv10chmw -00A •Otte.
MIQ-WLwMA0004-02
Unit
SINGLE DOOR WITH 2 SIDELITES
15116T' 817" /8T
MAXIMUM
ON CENTER TYP.
CountMinimumFastener
6 per vertical framing member
11 per horizontal framing member
Hinge and strike plates require two
2-1/2" long screws per location.
Rough Opening '1.
Width of door unit plus 1/2"
Height of door unit plus 1/4"
t e I
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed.
Notes:
1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners
analyzed for this unit include 18 and #10 wood screws or 3116" Tapcons.
2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of
1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country
approvals respectively, each with minimum 1-1/4" embedment.
3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0
Apri129.2002 Masonite International Corporation
W a Wao w woo." .rowrKn• "wn uree..caon•.
Ony" 0.0 aooun 0" $WAtCl to :N.V w~ nWAR.
OXXO
Unit
DOUBLE DOOR WITH 2 SIDELITES
CL TYP.
TYP.
TVP. TYP.
I ll ll 1 11 ll 1 1 ll t jTYF
r rr rr r rr rr r rr rr rr
61r
13-
UNIT 8,r UNIT
5/16' 17-1/8"
MAXIMUM
ON CENTER TYP.
f t T f t T t t 1 1 f f f T f f
Minimum Fastener Count Rough Opening • i
6 per vertical framing member Width of door unit plus 1/2"
16 per horizontal framing member Height of door unit plus 1/4"
Hinge and strike plates require two
2.1/2" long screws per location.
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed.
UNITS COVERED BY COP DOCUMENT 3147 or 3167
Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top
and (1) at bottom.
Notes:
1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners
analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons.
2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of
1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country
approvals respectively, each with minimum 1-1/4" embedment.
3. Wood bucks by others, must be anchored property to transfer loads to the structure.
April 29,2002 Masonite International Corporation
0. CoAanv" wowam of ww" •"wo+aoao mares $Wd< fqm.
0MV a w w00,K14" 10KCf 10 C"W wNhQW W"
XX
Glazed Inswing Unit
FIBERGLASS DOORS
APPROVED ARRANGEMENT:
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 6'8". r
Double Door
Maximum unit size - 6'0' x 6'8-
Design Pressure
52.0/-52.0
L br iced water unless spatial threshol0 design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirenwnts for a specific building design and geographic location is determined by ASCE 7-national,
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and
MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02.
APPROVED DOOR STYLES:
1/4 GLASS:
as oo am ao
as no H as
log Series 133. 135 Series 136 Series 922 Series
1/2 GLASS:
0 n
as as as as as as
105 Series 106,160 Series' 129 Series' 12 RA.. 23 RIL, 20 RA. 107 Series' 108 Series 304 Series
Series'
Tres puss kit may also be used an the following door style: Eyebrow 5•pand with SOON
Qak raff ARkEK" r..r.....r. r,oM
W.uA•t. •1+ e•a4.ItJ ,
aHUCOWLASSl'NI RY DOOMS aae•T•+aM rWeY+Env0—
Apia 29, 2002 Masonite international Corporation
ow tonw"" eweram et We" . .Voomem makes feetdocatim. desgn and erOdod
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XX
Glazed Inswing Unit
COP-WL-MA0142-02
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
e04 Series e10 Series 109 series 114, 120,122 152 series 149 series 300 Series
Series
CERTIFIED TEST REPORTS:
CTLA-805*2
Certifying Engineer and License Number Ramesh Patel, P.E./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY. STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
IState of Florida, Professional Engineer
Kurt Balthazor. P.E. — License Number 56533
Oak raft AR EK
1. .,
1....,.1..
AULKULA:IN LNI'kl' IlIN1N N.mT..u N fa,.,ku Crory [)aa"
U.' Vn a a
April M2002 Masonite International Corporation
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eeud We" 10 ~90.00,A WN e'
XO or OX O' ' I L
Glazed Inswing Unit r
APPROVED ARRANGEMENT.
0
0
L--j,. U
FIBERGLASS DOORS
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 6'8".
Single Door with 1 Sidelite
Madmum unit size . 611.1t 6B"
Design Pressure
52.0/-52.0
Limited water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant re tubemerds for a specific budding design and geographic location is derormGled by ASCE 7-national.
slate or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or
MAD-WL-MA0006-02 and MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02.
APPROVED DOOR STYLES:
1/4 GLASS:
as an on
nn nn 9 an
100 Series 133. 135 Series 136 Series $22 Series
1/2 GLASS:
nn nn nn nn nn nn
105 Series 106.160 Series' 129 Series' 12 PA. 23 RIL, 2e R& 107 Series' 108 Series 30e Series
series,
This glass ¢n may also be used ul the following door style: Eyebrow 5-0,1W with scroll
Oak raft AREK" r..r ....ry 1..
l— ,,,.
1-T.+...r* r."[.Mo— PR WaZ' 1'l.LKCLAIS LI.'1'"Y U04191
April 29.2002 Masonite International Corporation
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XO or OX
Glazed Inswing Unit
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
ao 110
404 Series 410 Series 109 Series 114.120,122 152 Series 149 Series 300 Series
Series
APPROVED SIDELITE STYLES:
129 Series 20MOO Series 12K M 23FL 231. 450 Series W Strips 149 Series 109 series 120, 122 Series 300 Series
24R. 24L Series
CERTIFIED TEST REPORTS:
CTLA-805*2
Certifying Engineer and License Number: Ramesh Patel, REJ20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY. STATE
To the best of my knowledge and ability The above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
i
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
OakjE ARkEK
I Is C '.I "I 1100t's N—T .. 4ob.sk. 1--y Oar. PREM0C=.11_'
ar
Masonite international CorporationApra29.2002
ow tom~Nprogramof Imogwei merowamam mak" Swc#ka4r0n& des goandproduct
Mao $4^1 to Cha"t Whotil AoKe
OXO
Glazed Inswing Unit
FIBERGLASS DOORS
APPROVED ARRANGEMENT.
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 6'8".
Single Door with 2 Sidelites
Maximum unit size . 9'0' x 6'6-
Design Pressure
52.0/-52.0
Untitled waterunless special Ouestmid design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Adual design pressure and impact resistant Feddbements for a specific building design and geographk location is determined by ASCE 7-national.
slate or local building codes speak the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or
MAD-WL-MA0007-02 and MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02.
APPROVED DOOR STYLES:
1/4 GLASS:
as nay as
as an 8 an
100 Series 133, 135 Series 136 Sexes e22 series
1/2 GLASS:
nn on as as as an
105 series 106,160 series' 129 Series' 12 RJI. 23114- 24 RA 107 series106 Series 30e Series Series'
Tips
glass kit may also be used in the following door style: Eyebrow 5-panel with $croll Oakcraff
A6-1
R
kEK" F..I,...,.I.a- w..,.
a...a.e. Tsrr..e.1 Hal
M;LASSL"Nl'N 1' UVU1t1 rawtF..M.erMral,o F.vr d.v, PREMa .i... • n
0.. , o.. ApId29.
2002 Masonile International Corporation ow
FOmarumg program 01 Wo" rrrorO,emere manes spec"Ic om. 0" r ant p00on d"
so01tt1 to chow wrat0ut rroW
OXO • ,t.al
Glazed Inswing Unit
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
r
as as
e0e Series e10 Series 109 Series 114, 120, 122 152 Serbs 149Series 300 Series
Serbs
APPROVED SIDELITE STYLES:
129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 1e9 Series 109 Serbs 120,122 Serbs 300 Series
24A. 24L Series
CERTIFIED TEST REPORTS:
CTLA-805*2
Certifying Engineer and License Number: Ramesh Patel, REJ20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
O akcraff AR EK,. r..,.....,, ,.a
F1Ul MeilASS Or+l'Ml' 00A MS rerw.A.w.arWN r^r ^ • PRfiN.' 101 D.
rM
Avid 29,2002 Masonite International Corporation
Ow cw*- u" o"am ofwooua ioorore-Mm meets soeeifka*As. OnV ma pooun
oeraasob*o achmw -efaw -Dace.
OXXO
Glazed Inswing Unit
APPROVED ARRANGEMENT:
COP-WL-MA0145.02
FIBERGLASS DOORS
r
O F
Double Door with 2 Sidelites
Maximum unit sue - 12V x 6'8'
Design Pressure
52.0/-52.0
Umiled water unless special threshold design is used.
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed TO" x 6Y.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific building design and 90WBPW location is determined by ASCE 7-national,
state or local building codes specify the edition reoulred.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or
MAD-WL-MA0008-02 and MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02.
APPROVED DOOR STYLES:
1/4 GLASS:
C= CI aao
no as an
as 00 0a
100 Series 133.135 Series 136 Series 822 Series
1/2 GLASS:
00 a0 0o a0 0a 00
105 series 106. 160 Series' 129 Series' 12 R/L, 23 All, 2e RA 107 Series' 108 series 30e Series
Series'
This glass kit may also be used in the following door style: Eyebrow 5-1101net with scroll
O&C aff AREK'- t..,-,...,.,.•
1`40t Xc LASS CNIR' DOORS M-A.v.M i.. .. [.v/Osw. S
Apre29.2002 Masonite international Corporation
OW coMw "woWam or W000a e"WoveRRM m kfi WKikJ4,M, deS,04 AM 010"
onw SWxKr r0 irate! —hoW MMe.
Oxxo
Glazed Inswing Unit
COP-WL-MA0145.02
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
404 Series e10 Series 109 series 114, 120, 122 152 Series 1e9 Series 300 Series
Series
APPROVED SIDELITE STYLES:
129 Series 200 Series 12R, 121.R. 23L, 450 Series 152 series 149 Series 109 Series 120. 122 Series 300 Series
2eR, 24L Series
CERTIFIED TEST REPORTS:
CTLA-805W-2
Certifying Engineer and License Number: Ramesh Patel, P.E./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-OADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
EX 5
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
O_ ask . rarffIr.1 AR 4EK" N'..,..I..I..n 1.••1 A.
M"1:LA1\ LN 1.1 0-111.1 NwrH.ur.O"Wir.. E^ Darn PRrMO/V' A06129.
2002 Masonite International Corporation OwCoM~V IMOW W 0101o01M mWo"MM IINLes soKd"T . eeW me WWlun d""
swifto to "" w~ MI[f.
XX
Glazed Inswing Unit
8'0" FIBERGLASS DOORS
APPROVED ARRANGEMENT:
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 87.
Double Door
Maximum wit size - 6'0' x 8V
Design Pressure
40.0/-40.0
Umiied water Wass special 8uestoW design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistard rerfuirea"s for a specific building design and geographic Wation is detamMed by ASCE 7-national,
state orbcal building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and
MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02.
APPROVED DOOR STYLES:
1/4 GLASS:
1/2 GLASS:
n
00
404 Series
El
108 Series
Oakrraff AREK'"
1:11Jt'RGLASS En l'R\' DOORS 6-7 + a • EaD 9.". K;
Apia 29.2002 Masonite International Corporation
0w c".ft.np vopam ormooucr .mao+emem m*es swdecatons. design ano Wodun
oeua sub eo to cmmee .ml"w,".
XX
Glazed Inswing Unit
8'0" FIBERGLASS DOORS
APPROVED DOOR STYLES:
FULL GLASS:
0
810 Series 952 Series 300Series
CERTIFIED TEST REPORTS:
CTLA-805W
Certifying Engineer and License Number: Ramesh Patel, RE./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533
Qakcraft AR EK
IIUI"t l•\. 1:N 1"\ I)1IIlM. Ma.T...AeiMryl,"Cwv/Osa. PRF/t'fv /wnr Am*
29,2002 Mason le International Corporation OwOft" "JWWM a peewt "Vr* a ne"1 "wet SVVAKAVM. *SW tna eloellcl 00*
4 SU0^1 *0 ow" W"" MiKe
XO or OX
Glazed Inswing Unit
8'0" FIBERGLASS DOORS
APPROVED ARRANGEMENT:
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 8'0".
Single Door with 1 Sidelite
Maximum unit size , 67 x 8'0'
Design Pressure
40.0/-40.0
t rutted water unless special itoresllold design Is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific building design and geograptk Wagon is determined by ASCE 7-national.
state orlocal building codesspecifythe edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or
MAD-WL-MA0006-02 and MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02.
APPROVED DOOR STYLES:
1/4 GLASS:
00
00
1122 series
1/2 GLASS:
ti,,
n
0o
404 series 108 SOr1e5
Oaklraft AREK'"
T. •...« 1 e .a
1'10PN1:1,A1. q,Yl'BV 11111-RI Wnb•va r+•.W. 1,--0—
Apn129,2002
ow Comm" olow,rm el Koaucl .na.pyrnlrle nukl wm4ii;•1.Dn3. Onion aria plyolltl
erl.0 $ 4RC1 W C"Jnar wd10W M16e.
E.dv.:.elr r.o.
Masonite international Corporation
XO or OX
Glazed Inswing Unit
8'0" FIBERGLASS DOORS
APPROVED DOOR STYLES:
FULL GLASS:
0
810 series Sou series
APPROVED SIDELITE STYLES:
7Z
T
450 Series $52 Series $to Series 000 Series
CERTIFIED TEST REPORTS:
CTLA-805W
Certifying Engineer and License Number: Ramesh Patel, RE./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533
Oak,raff ARkEK"
FIBERGLASS L•'N'TkV VOONS Ilon:,..war'a.'rb•r^•1 Open •
April 29,2002 Masonite International Corporation
Ow COMft p poeram of p0e9n morovrmHa m^,$ SM#"wns. asWane Wooun
erYa S.D.W to C"..annul nWKe .
OX0
Glazed Inswing Unit
8909' FIBERGLASS DOORS
APPROVED ARRANGEMENT:
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 37 x 8'0".
Single Door with 2 Sidelites
Maldirlelrl W*"• 9T a 0'0'
Design Pressure
40.0/-40.0
United waterunless special ftmhold design Is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific buAOirlp design and geographic location is determined by ASCE 7-national,
state or IOW building codes spealy the edition regWred.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or
MAD-WL-MA0007-02 and MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02.
APPROVED DOOR STYLES:
114 GLASS:
1/2 GLASS:
a
as
e04 Series
t»
oa
oa
622 Series
108 Series
e
U
O akcraft A \ 4 Eic l..Iw:•.ry I.o.,
C,. 1'ItlL N(:LA [\ I;N"1'N\' VI)llll.[ .a.n.Tu M fMrpxlwr O.«I PREMJVn%..%n.. / •
Ayra29,2002 Masonite International Corporation
ow tontMll"Wwam 01 pl00W elxo"ffft N mats sel dcmem. etsv" am WOW
4904 $.W to 1:70pt "t- W Iwte.
OXO O, tl to t
Glazed Inswing Unit r
81'0" FIBERGLASS DOORS
APPROVED DOOR STYLES:
FULL GLASS:
77
810 series 3W Series
APPROVED SIDELITE STYLES:
S
450Serles 852 SMes 810 series 3W series
CERTIFIED TEST REPORTS:
CTLA-805W
Certifying Engineer and License Number: Ramesh Patel, P.E./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TEST:1NACCORDAMIAMI-DADE202
COMPANCITY,
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
1/ / aat 5
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
O aak+- AREK'" .,....,y r..T
R I f
F 48tiRGLASS UNTRY DOORS t_T-dFowt"6 YD.— a •
April 29•2002 Masonite International Corporation
OmCOM+ke/eeropam or WOOM MWOVemeM makes SPtCft WMetsW AM em"
oena s.oieo 40 comet "b" Mwce.
OXX0 , , ,
Glazed Inswing Unit I
810" FIBERGLASS DOORS
APPROVED ARRANGEMENT:
0
0
Y„ntV
Double Door with 2 Sidelites
Malwmum unit size • 12'0- x 8'0'
Design Pressure
40.0/-40.0
Umiied water unless special threshold design is used.
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 8'0".
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Ac1wl design pressure and impact msistant requirements for aspecific building design and geographic location Isdetermined by ASCE 7-national.
state orlocal buildingcodes specify fhe editionrequired.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or
MAD-WL-MA0008-02 and MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02.
APPROVED DOOR STYLES:
1/4 GLASS:
1/2 GLASS:
0 El
as
IOe Series 108 series
0
O akcraft AR EK
1'IaCnG\AS\ L'N'1'91 1)(1,)n\ II'—T...v.O rMrrl.r 4wrOewr S
UIW r\Y i N
Ov. I,e 0...•
April29.2002 Masonite International Corporation
out CWe.m"Iq Wopram of Woova +npoeNhlNd mWS aYtsswill , design aM W~ dgetl
dew sutoCf1wwMNh wW<e.
OXX0 t , L
Glazed Inswing Unit r
8'0" FIBERGLASS DOORS
APPROVED DOOR STYLES:
FULL GLASS:
to series 300 Series
APPROVED SIDELITE STYLES:
450 series 852 series alto series 300 series
CERTIFIED TEST REPORTS:
CTLA-805W
Certifying Engineer and License Number: Ramesh Patel, REJ20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
X 5
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Oak raft
W rr...l .a..n /t<•IareJ
c.'
Ova .Ooo
Masonite International Corporation
AR EK"
I IIfIN(:lA(ti I: N'1'N\' nn/lN\ wsn.li•an ars.•V.N bNrr Oew.
April 29,2002
Ow CaaNl.aq erepam of p.dd•O a DIO.en"aa males SM01 C014M. desgn and pledatt
floe UAM 1• chmve WW . 0-tv
XX
Glazed Outswing Unit
COP-WL-MA0162-02
FIBERGLASS DOORS
APPROVED ARRANGEMENT:
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 6'8".
Double Door
Maximum unit sin. 6'0' x 61'
Design Pressure
55.0/-55.0
Umtled water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant mquhements for a specific bullft design and geographic location Is determined by ASCE 7-national,
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and
MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02.
APPROVED DOOR STYLES:
1/4 GLASS:
no na aaa Elm
0o 00 00
100 Series 133. 135 Series 136 Series e22 Series
1/2 GLASS:
00 00 00 0o 00 00
105 Series 106, 160 Series' 129 series' 12 RA, 23 R/L, 24 NIL 107 Serbs' 106 Series 304 Series
Series•
This glass kit may also be used in the following door sale: Eyebrow 5-panel with scroll
O akcraft; AFi EK . ,..I..,..L f..- rlel:
NC:IA lWT"1' Uf141t Me.Tta.wW FMrCY-fw/OoM. O Apre29.
2002 Masonite International Corporation OW
cpxvry'ne GaW&T at eftAvC1 + Worrml'M rnries SOerdCM4 , Oeslen ON W OdvCtat.,
Su000 W C-3rW wWW 'OKt
XX ! ' ' 1 1
Glazed Outswing Unit r
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
U
na 00
404 Series 410 Series 109 Series 114, 120,122 152 Series 149 Series 300 Series
Series
CERTIFIED TEST REPORTS:
CTLA-805W-2
Certifying Engineer and License Number: Ramesh Patel, P.E,/20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533
ARIEK'- Oa c raft
I:IU!"e:LASS L'N'1'"\' UU<)"S a-WMrMN"E^rl .^ M7fII a S
April 29,2002 Masonite International Corporation
Ow eom"w"q woww orpoeoq :"awemt"1Mon worm" umn. eem" xa moeou
Celia S~ ltocftgt -1"40 no"
M O' 't I
Glazed Outswing Unit f
8'0" FIBERGLASS DOORS
APPROVED ARRANGEMENT:
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 8'0".
Double Door
Maldmum unit size < 6T a ST
Design Pressure
47.0/-47.0
UmMed water unless special 0weshold design IS used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actualdesign pressure andimpact resistant r"ukements for a specific building design and geographic location is determined by ASCE 7-rational,
state or local buNing codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and
MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02.
APPROVED DOOR STYLES:
1/4 GLASS:
1/2 GLASS:
a
as
e0e series 108 Series
0
Q akcraff
t
AREK'"
11I11LIUG .ASS lNTRY VUORS N.Ti .Nr.AhD<.js".4p 0<pt /J/) iitL/r1 VI\1I.9p a S
Apr11 M 20g2 o...... o....
Masonite International Corporation
and aooow4" "ee Ixopttm o18"Odw o"Mtna vok"$PgcR.ct Woo,'"
OtMA swat b ctove wama nob"
O
NOIN
Ir l=
3
A
E 111"io i 111 1111l Iltil
2
DATE: I ECN NO.
VIEW t-
REVISIONS
DESCRIPTION
OTY (1) WAS (2) FOR TRACK SOLI
TICRQO EAL
TO Darn ® DOOR
SYSTEM
woDo u 8LISTED1fiiD VAKIRABLEAsMOM
MZ* C40 STEEL MOMIi
WK TRACK 114CIDIM .aeo-
TYPG OALV. STFFL 1RACE lI1ACIRf. 4) ACK TIR12 ls) TwACR 6RACME,S PER 90E. w
a 11R TOP SIMIIE3 W
NORUMITAL REPORT#96C6C 14CATION
OF aPfOIML '
AM. A ` OPHONAL OUT SIDEKEYED I= rOwm I
MVL Dorn sow - ws'-d NOTE
1. 1 LAID SCREWS m M CTNRRS l OA IKR OOOLLS
Hi m r IEON Lroluni a 1) SBCIk7NS (( ))FROIR FRAIE WON O.V. 0
s
1Mr BE COUNTOMM coonsOVERr-o IKIDI COM96'T OF fs) liE1L'TIOIB (HOTSIIOWNSIIDWII). COATM ON OUTSIDE SURFACE (Bur wr as =) TO MOM A Fula+ ROUNIM ACE
NOMmNLL !OURS 00 10 TR4NM 1810. 2.6 YELLOW PINE 0
T'
1NISE TSB IaA.ssOR SC8E1 MOLDED
MIDE I/
B ACRRk LIE SUCTION
2-0 12 G 25
GL 1Ml Sim ONE
KETMER j&3/4' PAN 1£O SCREW VIM ONE imCommWON0-44 ML (10 somews PER LITE) ATCT1016( p OALVAKbS10, BYQD-0MFROER. BLS) rn 24 CFMF% LN O-/9 WOOL d1CAETE) OR ANDA ^" "' FOLVESTER 1/41.4• OPM1 SIDwWs dN NCII/IOYFDCt.ODOC
IBLE
E l(xY K OTYWI j74a/
e' 91EQ PETAL sCREYIS O
71Pr3/
4' 41f TAPPPO
SIDEWS. 1a
G FTO 141Iff4 SK G wmNfeulF savor leaLg
TDOE_C LIOULOW
BY DOOR MISTA ER fm SUTO IGYN. OALY. STEM END STILE 20
G V. STEEL MM Will p
B7
Wu OrW. M" TOP
MAT AFFM m RDM SM
OF SIMM SILL DIVA I.tlCJIENP.ACES o9 14N. COfICREIE); ImIllm R1BT / ASIOER {OTe PER RO11— /B G GLV. STEEL COOFR TRACE 12 "
ALA Si. TO O Ey maw molom T 4C WL MaER KDOVEWD Y CALV. STFil ilU/XfA57F34D m J t4 G yy,V. SF q R S F 70 NIFA. 5/SF5 w aj SOLLERrDNKMc /146 SIR.T MLTAL EACHSIDEOFDOOR12GRALV. SIM MACK BRACKETS. rAsiFNEw 70 ENO STILES fAW w!(4) . aMILS. IED) MS fj AAfUgH BRACtETATTKTEDw/(4) y4, S E (BUT /pT IIDOUIED) W P'ROYwEA FLL91TRA4ry( ATbtliD 1O EAa BRAChT fbd[ ET METK 9tl01'SNA ji4dlr
SNFE'I ILETAL II fm SkMACE IHONZOIIML DO IOI 1) PER ETD RICE SNP
W AONIS. WRIS
Yam OIE //4•id/B• low & NUT I/aZ74 SE1F TAPPNO SfAWS SgRM.
TISANM IDAD. OR TWO 1/4' OUL RYETS. OUTSIDE
KEYED 4
G CAW. STEEL EM DID E2. OM 24M STM 10 BALL SIM AOLLOL SO"
MAW D ENDHVICEEACHSERE4yg, ))py FSIOB1FiD. P£ PIIER.
FASTENEDTODO . PREPARATIOII b' LIl4S BY OIIWIS. SFCTIdt C-C RAMA P.E. jMMS SIREW4) IaA3/B• Rim IMNOIE NORIN CATOL M P£ 023LIZ 3•
TALL U-BNL t (4) i/rm,3/4- Fli LOCK BM ILNL
Yim SSTRo So Ka TVAJFWM ` •
l I`"" °PIIOK MAOCS ~ TILE
OEMOF TTEE 7UPPatTBD SIAUcnwL aaAurts DESIGN LOADS: +24.0 PSF A -24.5 PSF aLAISIDE
EACH SLOE 8E THE nLSPowseuTr aF THE eRaFssoRa ac TEST LOADS: +36.0 PSF & -37.0 PSF l-{
S " 3• UTL : 20 G OAI.V. SIEF1 U-BVlS END SIAOE BOLT MOM OF DOOR RECIDO PoR iNE BIBIDNC rn STWCIUTE AID TN AClA1DY1fE 3
a k CALYI BOLT SM OMM BLMAM COMES FOR OE SAWS ISIM ON 4WNML OWWWOM s0®w 4UID I-
T/r r= ALL 20 E TWo u AA1s SIRE SLIDE ES aN
BD"°'E7C OU-BAR$A`TTON "Off wo ' " THIS
DIVN.p. .N .m A Adm SILO OD.DKO. PART No.: - A rf/' , WBN /
4" C sfTr TAPPED SOEWS LOFx ON c«r..AL Tr w.E... 1Adu4 aRL.a om..aa. 3T2 TTdmE a siE IST» IDEAL " ONSOIL . ETDaw TOLERANCES 4" T „;D OFDOOR. w aw..r, r ayE.r.L .0 - 2.03 OYtBB Orltt FWl IEL I-513-%2-35T4 S
A -A ISOM NEWI WSW o KADI_T :DD SLOT SIK.A b tenMK• Fes+.. M. DESCRIPTION: MODEL 6RST W4 I6-0 x 8-0: 24/-24.5 DESIGN LOAD 13
G GAM STEEL BOTTOM BRMOEET. kbft ' °10I' Mb .GOO t..005 AtTAC11fD
WHIN (3) j14a/r S1TEFl MEMO. SCREIr3. '"'" o000 - t.00t DRAWN BY: BMEE DATE: 4/I8/00 SCALE: NTS DWG, B Z — azL mwrl... t
1/2 ALLOMOTIIBASM /JC r"w AU — ' CHECKED BY: MYW DATE: 4/18/00. SHEET I Of T ZE A
YrIYL YFAlI ERSIWIP' Projection 4 , w°tl "H"B+ncs: DWG. NO.: 102138 REV. NO. I 4
3 2 E Co Utllyl 3BUIl iK DIY. 4
4 1.5 L1 1
MODEL: 6RST (25 GA. STEEL SKINT REVLSLONS
MODEL: 4RST (24 GA. STEEL SKINS M. No ZONE: DATE ECN NO: APPVD: DESCRWnON
OPTIONAL OSS GLASS OR LISTED 1 M 11/LTD - tmW OTY (I) WAS (2) FOR TRACK BOLT
148 ACRYLIC UTES AVAILABLE
1) INTERMEDIATE STILE
E SECTION 0-0)
SKINCA LNN. E?RD STINTS ATTACHED TO DOOR
HORIZONTAL TRACK SUPPORT ByATL / %. (
TOP k 84. cltl w11tt PATENTED TOG-L-t.00 SYSTEM -' Y n4ac 30 GALL ALV DOOR MUM" (TO SUIT)
1RELT4AFL (N DI4C
r.,-. A Op. gpT{OA1 do CENTER). ZO CA GAMY. STEEL
H 1! r f 11X { W r 1-7/6'
T 13 GA.
S EV. D TO FLAG BRACKET. REPORT#9606C 1 EACH FASTENED TO WOOD JAMB MAiF1
w/ (3) 5/16'xt-5/8' WOOD LAG SCREWS,
STEEL SIGN COATED CROO rs LOW DOUBLE TRACKISLOCKLOWHEADROOM5
BOTH SIDES) APIDABAKED -ON POLYESTER
9w LAP aOMx O AVAILABLE AS AN OPTION
TWO POINT LOCKINC TOP COAT APPLIED TO BOTH
SIDES OF STEEL SIN. 14 u CAW. SIM HEIGHT -L- END
eras *4 1hS 1 2' DALY. STEEL TRACK. 6 78ONE3' TALL x tETCH
20 CA U-BAR {SO KSI) 9RE¢TT MIN. TRACK THICKNESS. .080'
PER DOOR SECTION. END SLIDE BOLT * 1) 1e SELF • 8-0 88ISTILELOCKENGAGES
INTO VERTICAL x
TRACK, ONE TYP. 2-1/2'xi2 GA GALV. SIM TRACK BRACKET.
I .eis : .—.-
FBI S
LOCK ONb3' TALL art. LEACHQL "V.
IM (
4) TRAGIC BRACKETS PER SIDE.
III "'^ EAC14 SIDE Sn U-av EACH -w ATpOmOPTIONALOUTSIDEKEYEDLOCKPOSITIONOFDOORIIpHIwo1/4 r3/4 St;IF m —
MAK, DOOR WIDTH 9'O' saLrs ItiR SOLE LxxlwK LHR TOP BRACKET
Mra_suLF e me BOLT DOUBLE HORIZONTAL
T=
8' SHEET METAL SCREWS 11K-4(EI1! [ ) TRACK
DONORS O4UP TO7'-0' HIGH CONSISTCOI aOF(5)4)SE NOT SHOWN). C TING .DACE eLYs
13 a GY.V. S1EEL 801TOU low HEADROOM OPTION
14' SELF
C
1 2 x3 LAG SCi wS ON 24 CEIHTEitB. T Q.D. 1AIN, ! MEET 61OX SCRL11s i
SCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSLRBC AUr1nAw tDctNlrSlaH MR L'8.AS5 OR 1 w Lt1E0 SCREW
14 GA END FrNGFS 18 GA I4iER1lIDUiE HINGE (BUT NOT REQUIRED) 10 PROVIDE A FLUSH MOUNTING t WOL NEXINE7tSOW. 1/B' ACRYLIC LITE
C,
SURFACE SECTION 8-BVIEWHORIZONTAL44M00NOTTRANSFERLOAD. SECTION A -A (SLR YIE0
2x6 YELLOW PINE JAMB
12 GA. GALV. STEEL TRACK
BRACKETS FASTENED TO WOOD JAMB
WITH ONE 5/16'xf-5/8' LAG SCREW
PER TRACK BRACKET.
8x3/4 PAN HEAD SCREW rr11 VERTICAL JAMB A7IACHIIEI4T TC-90 BI.DL9R OR (10 SCREWS PER LITE) SEND2SIYN. COACtfl TE COLD : MOLDED INSIDE
ISTOPMOULDINGBYDOORINSTALLER (TO SUIT) 3/B x4 SLEEVE ANCHORS ON 24s CENTERS (BOTH UlE RETAINER WEER.
r 20 GA. MIN. GALV. STEEL END STILE C-90 BLOCK OR 2.000 PSI NIN CONCRETE) OR SNAP LATCH ENGAGES STILE -4jT I1/4x4' TAPCON SCREWS ON 24' CENTERS (2,000 ONTO VERTICAL TRACK.
20 GA CALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ONSLEEVEANCHORS, 1' O.D. MN. WASHERS REQUIRED EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY BE COUNTERSANK INTER. STILE
BUT NOT REQUIRED) TO PROVIDE A FLUSH OUTSIDE
MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT HANDLETRANSFERLam• OUTSIDE KEYED
L
18 GA. GALV
HANDLE ENDSTEELCENTERHINGESTILEF
LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
C
C
I.]
ro INTER. snLEs w a
I14 SHHEET LHErAL OUTSIDE KEYED LOCK
LOCK tDCXINO2' GAIN. STEEL TRACK FASTENED TO J i 4 CA. GALV. STEEL ROLLER12GA. GALV. STEEL TRACK BRACKETS. FASTENED i0 END STILES FAL w 4) TRACK
INSIDE HANDLE
DESIGNATTACHEDTOEACHBRACKET /14x5 8' SHEET METAL SCREWS
WITH ONE 1/4'x5/8' BOLT A NUT t4) 1%4'x3/4' SELF TAPPING SCREWS PER ENO HINGE. Ot1TS6IE LOADS: +25.0 P.S.F. A -32.0 P.S.F. LOCK TEST LOADS: +37.5 P.S.F. A -48A P.S.F.
OR TWO 1/4' DUL RIVETS. SNAP LATCH LOCK OPTION
t'x
2' DIA SHORT STDA, 10 BALL STEEL ROLLER. PREPARATION OF JAMBS By OTHERS.
xK .xr A x,® PART N0.• -
Lklxs STOW 01e..r.
TOLERANCES
3128dr1 s IDl1AL Kkw.t
A
JAMB fyv4lQu"Tmr tiara°a wcae..r Id Kr 1 l3-3S1 E00SECTIONC-C / r .e
w t.e...c a.4 0 tA3 Yes.3aaCSMr6e Fa Ns 1-513-MSN
ROTE 2.: THE OESiCH OF i1 SUPPORTING STRUCTURAL ELEMENTS
SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF i
RECORD FOR .THE BUILDING OR STRUCTURE AND IN ACCORDANCE//•,lr
WITH (X1itRENi BUILDI4G CODES FOR THE 1Q405 LISTED ON 1VARIC WES1tRfIEiD, P.E. / 'C JZ
rw A.r sr.. r
4 Wr
r... r,..r....
AO >• t.015
ADD t,00S
Deva" 7
DESGRIPi'IQN: MODEL 6LRST w4 9-0 x 8-0: +25/-32 t>ESK,71 LOAD
DRAIN BY: BMN DATE: 4/18/OO SCALE: NIS DWG•D
THIS DRAWIrNC. FLORIDA P.E. 148495 Hare • CHECKED BY: MWW DATE: 4/18/00 SHEER I OF 1 E
NORTH CAROLNA P.E. 123832 l proja - sw" ou—N..
owDsloms AaE IN vcH s. DWG, NO.: 102137 1 REV. N0. 1
4 3
Rase IML ) ra5ltil ] S:J 11: 7 wy.
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 1965 Builder: DR HORTON
Address: => Permitting Office:
City, state: Permit Number:
Owner: Jurisdiction Number:
Climate Zone: Central
1. New construction or existing
2. Single family or multi -family
3. Number of units, if multi -family
4. Number of Bedrooms
5. Is this a worst case?
6. _ Conditioned floor area (ft2)
7. Glass area & type
a. Clear - single pane
b. Clear - double pane
c. Tint/other SHGC - single pane
d. Tint/other SHGC - double pane
8. Floor types
a. Slab -On -Grade Edge Insulation
b. N/A
c. N/A
9. Wall types
a. Concrete, Int Insul, Exterior
b. Frame, Wood, Exterior
c. Frame, Wood, Adjacent
d. N/A
e. N/A
10. Ceiling types
a. Under Attic
b. N/A
c. N/A
11. Ducts
a. Sup: Unc. Ret: Unc. AH: Garage
b. N/A
New _ 12. Cooling systems
Single family _ a. Central Unit Cap: 42.0 kBtuft _
1 _ SEER:I2.00 _
4 b. N/A
Yes
1967 112 c. N/A
222.0 ft2 _ 13. Heating systems
0.0 112 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr
0.0 112 _ HSPF: 8.50 _
0.0 ft2 b. N/A
R=0.0, 202.0(p) ft _ c. N/A
14. Hot water systems
a. Electric Resistance Cap: 50.0 gallons _
R=3.0, 1026.0 ft2 _ EF: 0.86 _
R=11.0, 28.0 ft2 _ b. N/A
R=11.0, 302.0 ft2
c. Conservation credits
HR-Heat recovery, Solar
DHP-Dedicated heat pump)
R=19.0, 2005.0 ft2 _ 15. HVAC credits PT, _
CF-Ceiling fan, CV -Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.11 Total as -built points: 28145 PASSTotalbasepoints: 29480
I hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code.
PREPARED BY: 7DE` oi2.
DATE: 03.O'L
I hereby certify that this building, as designed, is in
ompliance with the Flo ida Energy Code.
OWNERIAGENT: i/ _tt c.
DATE:
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL:
DATE:
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16198
3
109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665
Project Information
For. D.R.HORTON
Notes:
Design Information
Weather: Orlando —AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 38 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 32 OF Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 43 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Building heat loss 33617 Btuh Structure 24414 Btuh
Ventilation air 0 cfm Ventilation 990 Btuh
Ventilation air loss 0 Btuh Design temperature swing 3.0 OF
Design heat load 33617 Btuh Use mfg. data n
Ratelswing multiplier 0.98
Infiltration Total sens. equip. load 24896 Btuh
Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage
Fireplaces 0 Internal gains 1150 Btuh
Ventilation 1474 Btuh
Heating Cooling Infiltration 3100 Btuh
BtuhArea (ft2) 1967 1967 Total latent equip. load 5724
Volume (ft3) 15736 15736
Air changes/hour 0.80 0.40 Total equipment load 30620 Btuh
Equiv. AVF (cfm) 210 105
Heating Equipment Summary Cooling Equipment Summary
Make TRANE Make TRANE
Trade Trade
Efficiency 7.5 HSPF Efficiency 10.2 EER
Heating input Sensible cooling 29050 Btuh
Heating output 0 Btuh @ 470F Latent cooling 12450 Btuh
Heating temp rise 0 OF Total cooling 41500 Btuh
Actual heating fan 1383 cfm Actual cooling fan 1383 cfm
Heating air flow factor 0.041 cfm/Btuh Cooling air flow factor 0.057 cfm/Btuh
Space thermostat Load sensible heat ratio 82
i 7 Wditalic values have been manually ovenWan
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wngihtsott Right -Suite Residential- 5.0.64 RSR26016 2002-Feb-28 18:59:12
E:IFdesIDR HORTON 200219M1965.rsr Page 1
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Procedure A - Winter Infiltration HTM Calculation*
1. Winter infiltration AVF
0.80 ach x 15736 W x 0.0167 = 210 cfm
2. Winter infiltration load
1.1 x210 cfm x 32 OF Winter TD = 7400 Btuh
3. Winter infiltration HTM
7400 Btuh / 260 ftz Total window = 28.5 Btuh/ft2
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.40 ach x 15736 ft3 x 0.0167 = 105 cfm
2. Summer infiltration load
1.1 x 105 cfm x 18 OF Summer TD 2081 Btuh
3. Summer infiltration HTM
2081 Btuh / 260 ftz Total window = 8.0 Btuh/ftz
and door area
Procedure C - Latent Infiltration Gain
0.68 x 43 gr/Ib moist.diff. x 105 cfm = 3100 Btuh
Procedure D - Equipment Sizing Loads
1. Sensible sizing load
Sensible ventilation load
1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh
Sensible load for structure (Line 19) + 24414 Btuh
Sum of ventilation and structure loads = 25404 Btuh
Rating and temperature swing multiplier x 0.98
Equipment sizing load - sensible = 24896 Btuh
2. Latent sizing load
Latent ventilation load
0.68 x 50 cfm vent. x 43 gr/Ib moist.diff. = 1474 Btuh
Internal loads = 230 Btuh x 5 people + 1150 Btuh
Infiltration load from Procedure C + 3100 Btuh
Equipment sizing load - latent = 5724 Btuh
Construction Quality is: a No. of Fireplaces is: 0
Bo dgalk values have been manually ovwddden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
e;t:. wnghtsaft Rlglxsulte Residential- 5.0.64 RSR26016 2002-Feb-28 18:59:12
E:1FNes\DR HORTON 2002\1OW1965.. Page 1
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Job: 1965 11/16/98
MANUAL J: /III La,
1 Name of room Entire House LIVING LAUNDRY M/BTH
2 Length of exposed wall 202.0 It 54.0 ft 10.0 It 6.0 It
3 Room dimensions 31.0 x 13.0 It 10.0 x 6.0 It 9.0 x 180 ft
4 Ceiings Condit. Option 8.0 It heat/cool d 8.0 111 heat/cool 8.0 It heat/cool 8.0 Ill heat/cool
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE NO. Ht9 I Clg W) Htg Clg ft) Htg Clg ft) Htg I Clg 00) Htg I Gg
5 Gross a 14B 4.6 2.1 1248 320 0 N.. 0 H.
Exposed b 12C 2.9 1.9 48 48 0 0
walls and c 13C 3.2 1.2 320 64 80 HN 48 H.. H..
partitions d 0.0 0.0 0 HH 0 0 0
e 0.0 0.0 0 0 0 0
f 0.0 0.0 0 0 H.. 0 0
6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0
glass doors b 8C 37.0 54 1996 0 0 0 0 0 0
Heating c 9A 29.9 0 0- 0 0 0 0 0 0
d 0.0 0 0 0 0 0 0- 0 0
e 0.0 0 0 0 0 0 0- 0 0
f 0.0 0 0 0 0 0 0'"' 0 0
7 Windows and North 20.4 16 325 3 59 0 0 0 0
glass doors NE/NW 39.4 80 3152 32 1261 0 0 0 0
Cooling E/W 0.0 0 0 0 0 0 0 0 0
SE/SW 47.4 126 5975 20 953 0 0 0 0
South 0.0 0 0 0 0 0 0 0- 0
Horz 0.0 0 0 0 0 0 0 0 0
8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0
b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0
exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0
walls and c 13C 3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56
partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361
b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0
Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
is displ. d 0.0 OA 0 0 0 0 0 0 0 0 0 0 0 0
for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 1 28.51 8.0 260 7400 2081 75 2135 600 18 612 144 0 0 0
13 Subtotalloss=6+8..+11+12 30561 8048 H« 1334 N. 681
Less external heating 0 0 0 0
Less transfer 0 H N« 0 HH 0 N 0 N..
14 Duct loss 10 3056 10 805 10° 133 10 58
15 Total loss = 13+14 33617 8853 1467 640
16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0
Appl. ® 1200 2 1800 0 0 1 600 0 0
17 Subtot RSH gain=7+8..+12+16 22195 4644 1129 417
Less external cooling 0 0 H 0 HN 0
Less transfer NN 0 0 0 0
18 Duct gain 1104A 2219 10 OA 464
101
113 10 QA 42
19 Total RSH gain=(17+18)•PLF 1 A0 24414 1.00 6108 1.00 1242 1.00 458
20 Air required (cfrn) 1383 1383 I WA 289 60 70 26 26
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrrghtsoi Rlgtuite Residential- 5.0.64 RSR26016CM
ltSE:\
FHes\DR HORTON 2002\1985\1965.rsr 2002-
Feb-28 18:59:12 Page
1
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R
i } 109 COMMERCE STREET; LAKE MARY, FL 3274"206 Phone: (407) 831-2665
Job: 1965 11/16/98
MANUAL J: /tn ha.
1 Name of room M/BR BR 2 BR 3 BR 4
2 Length of exposed wall 33.0 It 11.0 It 26.0 ft 11.0 It
3 Room dimensions 14.0 x 17.0 It 11.0 x 14.0 It 14.0 x 12.0 It 11.0 x 11.0 It
4 Ceiings Condit. Option 8.0 It heat/cool 8.0 fli heat/cool 8.0 It heat/cool 8.0 it heat/cool
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE NO. Htg Clg 11P) Htg I Clg ft') Htg Clg ft') Htg I Clg ft') Htg Cig
5 Gross a 14B 4.6 2.1 136 88 208 88
Exposed b 12C 2.9 1.9 0 0 0 0
walls and c 13C 3.2 1.2 128 0 0 0
partitions d 0.0 0.0 0 0 0 0
e 0.0 0.0 0 0 0 0
f 0.0 0.0 0 0 0 0
6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591
glass doors b 8C 37.0 0 0 0 0 0 0 0 0
Heating c 9A 29.9 0 0'»' 0 0 0 0 0 0
d 0.0 0 0 0 0 0 0'»' 0 0
f 0.0 0 0 0 0 0 0 0 0
7 Windows and North 20.4 0 0 0 0 2 41 2 41
glass doors NEJNW 39.4 32 1261 16 630 0 0 0 0
Cooling ENV 0.0 0 0 0 0 0 0 0 0
SE/SW 47.4 0 0 0 0 14 663 14 663
South 0.0 0 0 0""` 0 0 0 0»"' 0
Horz 0.0 0'»' 0 0 0 0 0 0'»' 0
8 Other doors a tOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0
b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
9 Net a 148 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148
exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0
walls and c 13C 3.2 1.2 128 403 150 0 0 0 0 0 0 0 0 0
partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16D 1.7 2.2 238 404 530 164 261 343 168 285 374 121 205 269
b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0
Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
Is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 28.5 8.0 32 911 2561 16 455 128 16 455 128 16 455 128
13 Subtotal loss=6+8..+11+12 4235 1925 2890 if"
Less external heating 0 0 0 0
Less transfer 0 0 0 0
14 Dud loss 10 423 10°/ 192 10°/ 289 10 187
15 Total loss =13+14 4658 2117 3179 M56
16 Int. gains: People ® 300 1 300 0 0 0 0 0 0
Appl. @ 1200 0 0 0 0 0 0 0 0
17 Subtot RSH gain=7+8..+12+16 2711 1250 1601 1250
Less external coding 0 0 0 0
Less transfer 0 0 0 0
18 Dud gain 10°/ 271 100A 125 10° 160 109/ 125
19 Total RSH gain=(17+18)'PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375
20 Air required (cfm) 192 169 87 78 131 100 85 78
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
rA- 1vv"4Q t'>tsOft Right -Suite Residerdial- 5.0.64 RSR26016 2002-Feb-28 18:59:12
AMN E:WAestDR HORTON 2002\196511965.., Page 2
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
MANUAL J: (in t0.
1 Name of room FAMILY KITCH/NOOK BTH
2 Length of exposed wall 33.0 It 18.0 It 0.0 It
3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 It 12.0 x 9.0 ft
4 Ceiings Condit Option 8.0 It heaUcool 8.0 ftj heal/cool 8.0 It heatt000l
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area
EXPOSURE NO, Htg I Clg ft') Htg CIg It') Htg Clg ft') Htg I Clg Htg Clg
5 Gross a 14B 4.6 2.1 264 144 0
Exposed b 12C 2.9 1.9 0 0 0
walls and c 13C 3.2 1.2 0 0 0
partitions d 0.0 0.0 0 0 0
f0.0 0.0 0 0 0
6 Windows and a 1C 37.0 0 0 33 12M 0 0
glass doors b 8C 37.0 54 19% 0 0 0 0
Heating c 9A 29.9 0 0 0 0 0 0
d 0.0 0 0 0 0 0 0
e 0.0 0 0 0 0 0 0
f 0.0 0 0 0 0 0 0
7 Windows and North 20.4 5 99 4 85 0 0
glass doors NE/NW 39.4 0 0 0 0 0 0
Cooling ENV 0.0 0 0 0 0 0- 0
SE/SW 47A 49 2329 29 1367 0 0
South 0.0 0 0 0 0 0 0
Horz 0.0 0 0 0 0 0 0
8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0
b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0
9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0
exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0
walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0
partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240
b 0.0 0.0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0
d 0.0 0.0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0
Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0
perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0
is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0
for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0
floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0
12 Infiltration a I 2e.51 8.0 54 1537 432 33 939 2641 0 0 0
13 Subtotal loss=6+8. .+11+12 5839 3656 183
Less external heating 0 0 0
Less transfer 0 0 0
14 Dud loss 10 OA 584 10 OA 366 109A 18 9A«"
15 Total loss = 13+14 6423 4022 201
16 Int. gains: People @ 300 4 1200 0
J42M
0 0
Appl. Q 1200 0 0 1 0 0
17 Subtot RSH gain=7+8..+12+16 5127 240
Less external coding 0 0
Less transfer 0 0
18 Dud gain 10° 513 100 10 24
19 Total RSH gain=(17+18)'PLF 1.00 5640 1.00 1.00 264
20 Air required (cfrn) 264 320 165 8 15
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
C Right -Suite Residerdial- 5.0.64 RSR26016 2002-Feb-28 18:59:12
14W'. E:\Files\DR HORTON 2002\1965\1965.rsr Page 3
v
RIGHT-J WINDOW DATA
DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
W S D W G L S S O N A S O O W C W S
N K I A L O T H V G N H V V H H N H
D Y R L A W R A H L G C R R G T A A
W L Z E M D G Z L O X Y T M R R
LIVING
a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0
a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9
LAUNDRY
M/BTH
M/BR
a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0
BR 2
a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0
BR 3
a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0
BR 4
a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0
FAMILY
b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9
KITCH/NOOK
a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2
BTH
i
wrnghtsoft Right -Suite Residential"' 5.0.64 RSR26016 2002-Feb-28 18:59:12
MA E:WBes1DR HORTON 200Z196b%1965.rsr Page 1
F" r 100
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1/8"=1'0" 1 Rating o r N
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have a nininun clearance of 4 inches around the air handler per the State Energy code. A11 duct has an r=6 insulotlon value. m CL J (n 0 0
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2
The higher the score, the more efficient the home.
1. New construction or existing New - 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _
3. Number of units, if multi -family 1 _ SEER: 12.00
4. Number of Bedrooms 4 b. N/A
5. Is this a worst case? Yes
6, Conditioned floor area (ft=) 1967 ft= c. N/A
7. Glass area & type
a. Clear - single pane 222.0 ft= _ 13. Heating systems
b. Clear - double pane 0.0 112 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr ,
c. Tint/other SHGC - single pane 0.0 fR _ HSPF: 8.50 _
d. Tint/other SHGC - double pane 0.0 ft= b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons _
a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft' _ EF: 0.86 _
b. Frame, Wood, Exterior R=11.0, 28.0 ft" _ b. N/A
c. Frame, Wood, Adjacent R=11.0, 302.0 ft=
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=19.0, 2005.0 112 _ 15. HVAC credits PT, _
b. N/A CF-Ceiling fan, CV -Cross ventilation,
C. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier,
b. N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL. Display Card will be completed
based on installed Code compliant features.
Builder Signature: ; Date: 4 %i
Address of New Home: City/FL Zip: --<-kl.JF-Q1ZD L -a
NOTE. The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergySiarNesignation),
your home may qual6 for energy e iciency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for
information and a list of certified Raters. For information about Florida's Energy Efflciency Code For Building Construction,
contact the Department ofCommunity Affairs at 8501487-1824.
EnergyGauge® (Version: FLRCSB v3.2)
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
PESFditioned X BSPM Points Overhang
oor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
18 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9
Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8
Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2
Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6
Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2
Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2
Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9
Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6
As -Built Total: 222.0 10768.3
WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4
Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2
Frame, Wood, Adjacent 11.0 302.0 0.70 211.4
Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0
DOOR TYPES Area X BSPM Points Type Area X SPM = Points
Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2
Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0
Base Total: 38.0 124.8 As -Built Total: 38.0 187.2
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1967.0 2.13 4189.7 Under Attic 19.0 2005.0 2.82 X 1.00 5654.1
Base Total: 1967.0 4189.7 As -Built Total: 2005.0 5654.1
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8
Raised 0.0 0.00 0.0
Base Total: 6423.6 As -Built Total: 202.0 i443.8
INFILTRATION Area X BSPM Points Area X SPM = Points
1967.0 14.31 28147.8 1967.0 14.31 28147.8
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
Summer Base Points: 37380.3 Summer As -Built Points: 40014.6
Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
40014.6 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13503.4
37380.3 0.4266 15946.5 40014.6 1.00 1.250 0.284 0.950 13503.4
EnergyGaugeTM' DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A -Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BWPM Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point
18 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6
Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1
Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2
Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1
Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4
Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4
Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9
Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1
As -Built Total: 222.0 2238.8
WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8
Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0
Frame, Wood, Adjacent 11.0 302.0 1.80 543.6
Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4
DOOR TYPES Area X BWPM Points Type Area X WPM = Points
Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2
Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0
Base Total: 38.0 174.0 As -Built Total: 38.0 258.2
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 1967.0 0.64 1258.9 Under Attic 19.0 2005.0 0.87 X 1.00 1744.3
Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1744.3
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Slab 202.0(p) -1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0
Raised 0.0 0.00 0.0
Base Total: 383.8 As -Built Total: 202.0 505.0
INFILTRATION Area X BWPM Points Area X WPM = Points
1967.0 -0.28 550.8 1967.0 -0.28 550.8
EnergyGauge® DCA Form 60OA-2001 EnergyGaugeS/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
Winter Base Points: 5224.7 Winter As -Built Points: 8694.0
Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
8694.0 1.000 1.078 x 1.160 x 1.00) 0.402 0.950 4147.0
5224.7 0.6274 3278.0 8694.0 1.00 1.250 0.402 0.950 4147.0
EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
WATER HEATING
Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5
As -Built Total: 10494.5
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
15946 3278 10256 29480 1 13503 4147 10495 28145
PASS EnergyGaugeTm
DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
RO_99 InTl4PR PRFSCRIPTIVF MFOSIIRF-R Imu¢t ha mat nr pxcaadad by all raridancas_1
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit
breaker electric or cutoff as must be provided. External or built-in heat trap required.
Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficiency of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Alr Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
M
tj
3Q. E
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002
ELEVATION CERTIFICATE
Im rtm t: Read the instructions on nos 1- 7.
SECTION A - PROPERTY OWNER INFORMATION ForInsurance Cony Use: BUILDING
OWNER'S NAME Policy Number D.
R, HORTON HOMES BUILDING
STREET ADDRESS (Irxduding Apt., Unit, Suite, arxUor Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL Number xXxx
UNNAMED ROAD CITY
STATE ZIP CODE SANFORD
FL PROPERTY
DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, legal Description, etc.) LOT
91, 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):( W -
ff - ##.##" or ##.#####° NAD 1927 NAD 19M USGS Quad Map Other: SECTION
B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1.
NFIP COMMUNITYNAME & COMMUNITY NUMBER 82 COUNTY NAIVE 133. STATE SEMINOLE
COUNTY 120294 SEMINOLE FLORIDA 84.
MAP AND PANEL 95. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMER
B6. FIRM INDEX DATE IEFFECTNEJREVISED DATE ' B8. FLOOD ZONE(S) Zane AO, use ftAh of floo ft) 0045
E 4I17195 4117M5 A 24.6 B1
0. Indicate the source of the Base FloodElevation (BFE) data or baseflooddepth entered in 89. 1771
AS Profile - FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING. INC. B11.
Indicate the elevation datum usedfor the BFE in 89: 0 NGVD 1929 NAVD 1988 Other (Describe): J B1
ZIs the buildinq located in a Coastal Barrier Resources System (CBRS) area or OtherwiseProtected Area (OPA)? Yes 0 No Designation Rate C -
BUILDING ELEVATION C1.
Building elevations are based on: Construction Drawings" 0 Building Under Construction" O Finished Construction A
new Elevation Certificate will be required when construction of the building is complete. C2.
Building Diagram Number 1(Seiect the building diagram most similar to the building for whichthis certificate is being completed - see pages 6 and 7. ff no diagram accurately
represents the building, provide a sketchor phntograph.) C3.
Elevations — Zones Al •A3Q AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, ARIAO Complete
Items C3.-a4 below acoorctng to the building diagram specified in Rem CZ State the datum used. If thedatum is different from the datum used for the BFE in Section
B. convert the datumto thatused for the BFE. Shaw field measurements and datum conversion cdculation. Use the space provided orthe Comments area of Section 0
or Section G, as appropriate, to document the datum conversion. Datum NCW29
Conversionl0omments , Elevation reference
marl used Does the elevation reference mark used appear on the FIRM? Yes ® No o a)
Top of bottom floor (including basement or enclosure). Qft (m) o b)
Top of nexthigher flaxWA. _ft.(m) o c)
Bottom of lowest horizontal structural member (V zones only) IWA • k(m) o o d)
Attached garage (top of slab) WA. iL(m) w o
e) Lowest elevation of machinery andtor equipment servicing the
building (Describein a Continents area) NA. A(m) o f)
Lowest adjacent (finished) grade (LAG) f A . ft.(m) z a g)
Highest adjacent (finished) grade (HAG) WA. _fL(m) o h)
No. of permanent openings (floodvents) within 1 ft. above adjacent grade Q ui)
Total ores of add t hvic (flood vents) in C3 h g sq in (am cm) SECTION D -
SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification
is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify
that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand
that any false statementmay be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME:
VW-LIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL
SURVEYOR & MAPPER COMPANY NAME; AMERICAN SURVEYING & MAPPING, INC. ADDRESS e//
CITY STATE ZIP CODE 320 E.
SOUTH,STt Etlt AE.1A 1 i AA ORLANDO FL 32801 712 M (
407) 426.7979 E Form
81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS
IMPORTANT: In these spaces, copy the corresspondina Informadon from Section A. I For Irnwance CaMany Use: _
XXXX UNNAMED ROAD
CITY STATE ZIP CODE CompanyNAIC Number
SANFORD FL I j
SECTION D - SURVEYOR. ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides ofthis Elevation Certificate for (1) community o lficlai, (2) insurance agenth;ompany, and (3) building owner.
COMMENTS
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL;
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONEAO AND ZONE;A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be oanpleted.
E1. Building Diagram Number _(Select the building diagram most similar to the building forwhloh this Certificate is being eor pleted — see pages 6 and 7. 1 no diagram accurately
represents the building, provide asketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is _ fL(m) _in.(cm) above or below (checkone) the highest adjacent grade. (Use
natural grad, if available).
E3. ForBuildingDiagrams 6-8 with openings (seepage7), the next higherflooror elevated floor (elevation b) ofthe building is _ fL(m) _in.(cm) above the highest adjacent
grad. Complete items C3.h and C3.i on front ofform.
E4. ForZone AO only: If no flood depth number isavailable, is the top of the bottom floorelevated in accordance with the community's floodplain management cKlInance?
El Yes E] No Unknown. The local official must certify this Infomaton In Section G,
SECTION F PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner orowner'sauthorized representativewho completes Sections A, B, C (Items C3.h and CW only), and Efor Zone A (without a FEMA4ssued orcommunity -
issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are Detect to the best of my knowledge.
PROPERTY OWNER'SOR OWNER'S AUTHORIZED REPRESENTATIVES NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
SECTION G -
The local official who is authorized by law or ordinance to administer the community'sfloodplain management ordinance can complete Section A, B, C (or Q, and G of this Elevation
Certificate. Complete the applicable item(s) and sign below.
G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by
stateorlocallaw tocertify elevationinformation. (Indicate the source and dateof theelevation data In the Comments area below.)
G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or communtlywissued BFE) or Zone AO.
G3. C] Thefollowing information (Items G4-G9) is providedfor communityfloodplain management purposes.
G8. Elevation ofas -built lowest floor (including basement) of the building is: _k(m) Datum:
G9. BFE or (in Zone AO) depth of flooding atthe building site is: — ft(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
Check here if attachments
FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS
10
INil ii M Nl MMItMMIN ql NIN lMN18N M NMMMI I NMI
THIS INSTRUMENT PREPARED BY:
Patricia L. Coulton
D.R. Horton, Inc.
6250 Hazeltine National Drive, Ste.: 102
Orlando, Florida 32822
MARYANNE NDRBE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 04954 PG 1319
CLERK'S # 2003096370
RECORDED 06/06/M iltN3r37 AM
RECORDINS FEES 6.09
RECORDED BY L McKinley
RECORD AND RETURN TO:
D.R. Horton Inc.
1,! 6250 Hazeltine National Drive, Ste.: 102 I U S bL no t^j
Orlando, Florida 32822 /
NOTICE OF COMMENCEMENT
Prepare in duplicate)
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement.
Description of pproperty:
Lot(s) 45, 81, 82, 90, 91 and 99 Bakers Crossing Phase 2 Plat Book, Page(s) , Public Records of
Seminole County, Florida
General description of improvements: Single Family Dwelling
Owner(s): D.R. Horton, Inc., a Delaware Corporation
Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822
Owner's interest in site of the improvements: Fee Simple
Fee Simple Title Holder (if other than Owner):
Name: Phone #:
Address: Fax #:
Contractor: DA, Horton, Inc. Phone #:
Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822
Surety (if any):
Address: Phone #:
Amount of bond: $0.00 Fax #:
Lender: Phone #:
Address: Fax #:
Fax #:
Persons within the State of Florida desimated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes:
Name:
Address:
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes:
Name:
Address:
Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date ofrecording unless adifferentdateisspecified):
D.R. Horton, Inc.
0 nn_ f
y - I'
o ern . Lawson, stant'SecretaryCorporateSea])
STATE OF FLORIDA
COUNTY OF ORANGE
The foregoing instrument was acknowledged before me this day of ,2003
b Robert A. Lawson Assistant Secretary of D.R. Horton, Inc4aeTware Corporation, on e a o two oratton. He/She is personally known to me. rp
Notary Public, State and County Aforesaid
It. p'+
PATRICIA COULTONEqmm,' RY PUBLIC STATE OF R,ORiDAOMMISSIONNO. DD.
iy )-,,j t;yP pll.26,2006,
Notary Signatta Notary Seal
X-
i kh ii•Il:l.i I:opt
14ARYANNE I otj eCLERKOFCIRCUITC011N'qruiuns ...._ —
REVISIONS
PERMIT' # 1
ADDRESS
CONTRACTOR
DATE
PH '--'I7/ TAX # ...
DESCPRITION OF REVISION:
UTILITIES
FIRE
BLDG ,' n F g -1 3 c;
e
PLOT PLAN
DESCRIPTION:
LOT 90, BAKERS CROSSING PHASE 2
AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
LOT 90 CONTAINS 9698 SQUARE FEET t
THIS STRUCTURE CONTAINS 1787 SQUARE FEET t
TOTAL CONCRETE 661 SO. FT. t
TOTAL SOD 7250 SQ. FT. t
BUILDING SETBACKS
FRONT: 25'
REAR: 20'
SIDE: 5'
CORNER: 15'
PREPARED FOR:
D.R. HORTON
1. ELEVATIONS SHOWN ARE PER LOT GRADING
PLANS PROVIDED BY THE CLIENT.
THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES
ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF
THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION
LIST FOR CONSTRUCTION.
ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA
FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES
ONLY,
THIS IS NOT A SURVEY
THIS IS A PLOT PLAN ONLY
I HAVE EXAMINED THE F.I R.M. COMMUNITY PANEL
NO 120289 0045 E DATED 4/17/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONEA,
AREA WITHIN 100 YEAR FLOOD PLAIN.
BEARINGS SHOWN HEREON ARE BASED ON THE
EASTERLY LINE OF LOT 90 BAKERS CROSSING
PHASE 2 AS BEING S00'00'00" E PER PLAT.
FIELD DATE: )
SCALE:_ 1 = 30 FEET
APPROVED BY: SJ
JOB NO. ASM41825
DRAWN BY:
REVISED:
PLAN 5-15-03 SOO
46.13'
N90'00'00"E
1"-30'
GRAPHIC SCALE
0 15 30
1O A= 2 3'06' 40"
R= 75.00'
LOT 91 L=30.25'
CB=S54'51'59"W
C=30.05'
45
CITYj!Y OF SAN
Ra50.00
s, C0 S78'1238"W
y/
Cy20.4'
PT
90'00'00"
Re50.00'
L-78.54'
CB=S45roO'00'W
C- 70.71'
LUSITANA WAY
50' RIGHT OF WAY
CENTERLINE OF JRIGHT-OF-WAY
PC
LEGEND
BUILDING SETBACK LINE
CENTERLINE MLW
POD
MINIMUM LOT WIDTH
POINT ON BOUNDARY
RIGHT OF WAY LINE POL POINT ON LINExPROPOSEDELEVATIONPCCPOINTOFCOMPOUND CURVATURE
POC POINT ON CURVE
PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD
PO PLANNED DEVELOPMENTOCONCRETEDENOTESDELTAANGLE
LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH
LS LAND SURVEYOR C.B. DENOTES CHORD BEARING
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
M) MEASURED P7 DENOTES POINT OF TANGENCY
CALC) CALCULATED TYP TYPICAL
FND FOUND A/C AIR CONDITIONER
C/W CONCRETE WALK CBW CONCRETE BLOCK WALL
S/W SIDEWALK RP RADIUS POINT
CP CONCRETE PAD R RADIUS
PB PLAT BOOK CS CONCRETE SLAB
PGS PAGES C CHORD LENGTH
NC NATURAL GRADE R/W RIGHT-OF-WAY
S0. F7. SQUARE FEET MIA rWFIr1AI Arr.nans AnnK
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER L8p6393
320 EAST SOUTH STREET, SUITE 180
ORLANDO, FLORIDA
32801- (407) 426-7979
1. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT
OF WAY, RESTRICTIONS OF RECORD WHICH
MAY AFFECT THE TITLE OR USE OF THE LAND
2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
7, -o
FOR
THE
FIRM
M R, MU CATELL 4'.'.49 8 DATE
7
PLANS
a 16-8-0 23-4-0
CITY OF SANFORD
0
I
0
I
lJ
13-4-0 BRG. IN ENTRY
9-4-0
15-0-0 5-4-0 19-8-0
11n P F M I M ALL BEARING WALLS TO BE PLACED J. L 1 PLY HGR. I C TI C E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLSI
PRIOR TO SETTING TRUSSES.. ' i 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS'
I : i
WALLS SHOWN ARE TO BE BEARING.. d 3 PLY HGR. SIGNED APPROVAL: X
JOB NUMBER: DR2289AP DATE: 3-20-03 PITCH: LOAD:SHINGLES
CCU SPAN CUSTOMER: D.R. HORTON 6.
H: 12"
407-321-1440 BY: T.H JOB NAME:2289 "A" ELEV. W/ PORCH (GABLE) BRG: BLOCK
0
1
co
1.
N'l
An_
1ST FLOOR ___ Tz3
f o 2 ,
r-T __.==•T23.=._
i T•19
19
OD w
cn
I M
NOTE: PLACEMENT MAY VARY19
DUE TO FIELD CONDITIONS '----_---'-----=L`
A/C PLUMBING ECT, i19
cuSEEINSTALLATIONGUIDE
0 r
i I
3 t
T 19
TRIM IT FLOOR SYSTEM
1n'A F ICI14 C: ALL BEARING WALLS TO -BE PLACED I - RE - - — - - — - - — - - — - - — L IUT FACE/MT il(, 'I I REVIEW ALL SPAN DIMINSIONS--BRG. WALLS IIPRIORTOSETTINGTRUSSES, 6 MIT TOP/MT i ENGINEERED DRANONGS--LOADING--PITCH AND OVERHANGS
WALLS SHOWN ARE TO BE BEARING.. d SPC - 1 SIGNED APPROVAL X
CCU SPAN JOB NUMBER: DR2289'';! DATE: / [1 9 a -v•
407-3 1-144 CUSTOMER: D.R. HORTON
800-330-4008 BY:Dti, JOB NAME: 2289
D
I
r )l'-
4
4
Y OF SANFORD
MiTek'
MiTek Industries Inc.
14W Nod OW Foo Drive, Sub 300
Chesterfield, MO 63011
USA
May 7, 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 : I4626916 thru 14626949. Total: 34 drawings.
Job :DR2289AP d 3
Builder :D.R. HORTON
Location :STANDARD MODEL 2289, ELEVATION A W/PORCH
County :SEMINOLE Zct(o
Truss Engineer :Junaidie Budiman, PE # 45161.
Address :14515 North Outer Forty, Suite 300
Chesterfield, MO 63017
This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the
Florida Board of Professional Regulation.
This package include: 1) 34Truss drawing.
2) Truss Index.
May 7, 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 ANSI/TPI 1-1995 Sec.2.
TRUSS INDEX OF JOB DR2289AP
r
Trusses induded=34
0,"\DR2289AP\a.tre" 14626916
1,N3M89AP\a1.tre" 14626917
2,"\DR2289AP\al11re" 14626918
VOR2289ARa1a.tre" 14626919
4,"1DR2289AP\a2.tre" 14626920
5,"\DR2289AP\a7.tre" 14626921
6,"\DR2289AP\a9.tre" 14626922
7,"\DR2289AP\agsb.tre" 14626923
8,"1DR2289AP\b.tre" 14626924
9,"\DR2289AP\b1.tre" 14626925
10,"\DR2289AP\bb.tre" 14626926
11,"\DR2289AP\bbgab.tre" 14626927
12,"\DR2289AP\bgab1.tre" 14626928
13,"\DR2289AP\e.tre" 14626929
14,'1DR2289AP\egab.tre" 14626930
15,"\DR2289APVg19.tre" 14626931
16,"0R2289AP\tg23a.tre" 14626932
17"\DR2289AP4.tre" 14626933
18,"\DR2289AP\k.tre" 14626934
19,"\DR2289AP\ka.tre" 14626935
20,"\DR2289AP\1Are" 14626936
21,"\DR2289AP\1a.tre" 14626937
22,"\DR2289AP\m.tre" 14626938
23,'\DR2289AP\ma.tre" 14626939
24,'\DR2289AP\mt.tre" 14626940
25,MR2289AP\p,tre" 14626941
26,"\DR2289AP\p7.tre" 14626942
27,'1DR2289AP\pgab.tre" 14626M
28,"\DR2289AP\pj.tre' 14626944
29,"\0R2289AP\pk.tre" 14626945
30,"\DR2289AP\p1.tre' 14626946
31,"\DR2289AP\pm.tre" 14626947
32,VR2289AP\ps.tre" 14626948
33,'1DR2289AP\s.tre" 14626949
t : Pb. 45161 ; ,k
STATE OF
aF1I .. '
ray.
March 24,
AWAPJ G - DerW deal" parameters a" RXAD NOras ON TliltH AM R6V=W SWB Bd1MM Use.
Design valid for use only with MRek Connectors. This design Is based only upon parametea shown, and Is for on Individual building component to be
Installed and loaded vertically. Applicability of dedgn parameters and proper Incdpaatlon of component Is lespon"y of building designer - not truss
designer. Bracing shown b la lateral support of kndtvidual web members only. Additional temporary bracing to Insure stability during construction Is the
responsltsNlty of the erector; Additional permanent brbckng of the overall structure It the rssponslbWy of the building designer. For general guklcnce
regarding tobrroatkm, quality control, storage, delivery, erection and bracing, consul QS1.8B Quality Standard, 031-89 tracing spectlieatlon, and lilt-91
Hondllq InatalUnq arw IMOWQ Recommendation available from Truss Plate Institute, 683 D'Onoblo Or". 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
plates IA" 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
VnA Indicates location of joints at
which bearings (supports) occur.
FORM018,019
Numbering System
J2 J3 J4
TOP CHORDS
0
Cr
x
v
a
0
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
BOLA
HUD/FHA
ICBO
SBCCI
WISC/DILHR
s
86-93, 85-75, 91-28
TCB 17.08
1591, 1329, 4922
87206, 86217, 9190
870040-N, 930013-N, 910080-N
ZL®
f/YDRO,I!/R
AGeneral 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
Q joint and embed fully. Avoid knots and wane
at joint locations,
a 4. Unless otherwise noted, locate chord splices
o at 1 /4 panel length(+ W from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
WM TM
PANEL
CUP
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Comber 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,
01993 Milek Holdings, Inc.
4
Job Truss Truss ype ty y
14626916
DR2289AP A ROOF TRUSS 3 1
Job Reference-lo tional
s e t o n ustnea, nc, u Mar age
6-1-4 If-" 17-2.13 23-4-01-1.0.01 -,F
1.0-0 6-1-4 6-6-12 58.12 6.113
Scale = 1:41.8
4xe =
4
6.00 12
20 \\ 2x4
3 5
8
3x4 = a 7 30 =
3x4 = US
7.11-8 15.4.9 _ 23-4-0ti
7-11.8 7-5.0 7.11.7
Plate Offsets - - ; . ,
LOADING (sf) SPACING 2-0-0 CSI DEFL in Doc) 1/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.07 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 WS 0.25 Horz(TL) 0.04 6 n/a
BCDL 10.0 Coda FBC2001 1at LC LL Min Well = 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 7-6-10 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 6 =1081 /0.4-0, 2 =1172/0-4.0
Max Horz '2 - 168(load case 4)
Max Uplift6=-4830oad case 5, 2--563(load case 4
FORCES 0b1 - First Load Case Only
TOP CHORD '' 1-2=17, 2.3=-1703, 3-4=-1476, 4-5=-1476, 5-6=-1702
SOT CHORD 2-8 =1510, 7.8 =1035, 6-7 =1509
WEBS 3-8=-355, 4-8=534, 4-7=533, 5-7=-354
NOTES
1 Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 8;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 6 and 563 lb
uplift at joint 2.
LOAD CASEISI Standard
Junaidie Budiman, Lic. #451111
MiTek Industies, Inc.
14515 North Outer Forty Dr e
Suite 300
Chesterfield, MO, 63017
Cert. #6634
A WMMO - Ver(j},f deelya patnnmeters and PJLW NOTES ON sMS AND 1RBVERSL 1lM BB!OW USB- rearosiore
Design valid lot use only with MRek connectors. This design Is based only upon potametsis shown, and is lot an individual building component to be
Installed and loaded verfloolly. Applicability of design paromsters and proper Inowpaatlon of component is fesponnslbOty of building dealgnst - not truu
designer. Bracing shown Is lot lotwol support of Individual web members only. Additional tsmpofary bracing to Insure stability duting construction is the
iesponsiblUty of the sfecta: Additional permanent btifcing of the overall sliuctum is the tssponslbWty of the building designer. Fos genstal guidanceregardinglaWloollon, quarry conhot storage, dolvety, erection and Wring, consult GST-88 Quality Standard, 031.89 lraeft Specification, and Mill91 Handling
Installing and Rraci ngRecommendation ovallabts Tru ss ussPlats Institute, 643 D'Onoeb Dave, Madison, WI 63719. MiTek®
Symbols
PLATE LOCATION AND ORIENTATION
13A * 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/a" 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.
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
FARTH EST 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
4011' 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.
s
MTek'*
LF TM
PANELCV
FORM18,019 V HMRDWR0
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 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,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
f Iq
Job I russ Iruse I ype ty y
14626917
DR2289AP Al ROOF TRUSS 1 1
Job Reference { tionaI
s e i e n ustries, no. u ar age
6-2-12 1180 1%-6-12 23-" r-10-0
1-04) 6.2.12 5 5 7.9-12 3-10.4
Scale = 1:42.1
r Us II
4
6.00 12
2x4
3
2x4 II
5
6
Sxe =
6 N
2
I$-$
3x4 = 3.00 12 7 3M =
5x8 =
9.10-0 19.4-0 19r6.0 23 30 23 10
9-10-0 9.64) 0-2-0 3-9-0 0-1-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP
TOLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL) -0.12 8 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.68 Vert(TIJ -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 FBC2001 1 st LC LL Min I/defl = 360 Weight: 104 Ib
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.2D BOT CHORD Rigid ceiling directly applied or 5-9-8 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 2 Rows at 1 /3 pts 4-7
REACTIONS (lb/size) 6-7/0-3-0, 2 = 957/0-4-0, 7 =1293/0-4-0
Max Horz 2=168(load case 4)
Max Uplift6=-97(load case 6), 2=-471(load case 4), 7--576(load case 5)
Max Grav 6 =111(load case 7), 2 =957(load case 1), 7 =1293(load case 1)
FORCES 0b1 - First Load Case Onlyy
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
1) Unbalanced roof live loads have been considered for this design.
2F Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL-4.2psf; BCDL-5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1.33.
31 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, 471 lb uplift
at joint 2 and 576 lb uplift at joint 7.
5 Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7.
LOAD CASEIS) Standard
Junaidie Budiman, Lie. #4511 i1
MiTek'Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert.#6634
Aw mmm - ver{,/}r desfyn parameters and am morns ONTurn AND Rnvimsir awn Bif"im flan. ss sww®
Design valid Ion use only with MITek connectors. This design is based only upon parameters shown, and is for an Indlvkival building component to be
Installed and loaded vertically. ApptcobMty of design parametersand proper Incorporation of component is responsibility of building designer - not trust
designer, Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure slabtty during construction is the
esponsiblllty of the ereClor. Additional permanent briscing of the overall structure is the reeponslblWy of the building designer. For general guidance
regarding lobftotkxn, quality conhol. storage, delivery, erection and bracing, consull OU-88 Quapty Standard. 086.69 tracing SpecMlcaHon, and Hit-91
Handling Installli and tracing AecommerWallon available from Truss Plate Institute, b83 D'Onollo Drive, Madison, W163719. MiTek
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13A *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
1. Provide copies of this truss design to the
securely seat. building designer, erection supervisor, property
y Yd J2 J3 J4
TOP CHORDS
owner and all other interested parties..
2. Cut members to bear tightly against eachc
other.
o
o
WEBS J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate v
0
cc
o_
joint and embed fully. Avoid knots and wane
at joint locations. plates r/a'" from outside edge of a y
truss and vertical web. a 4. Unless otherwise noted, locate chords ices1PI
C, r o
I. - at /4 panel length(+ 6"' from adjacent joint.)
This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of
required direction of slots in Jt JS J7 J6 lumber shall not exceed 19 % at time of
connector plates.
fabrication.
For tabular pkrHn9 format refer to the
MITek/Gang-Nail Joint/Plate Placement Chart.
ff_4RY:
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE LOWESTJOINT
FARTHEST TO THE LEFT. WEBS
ARE NUMBERED FROM LEFT TO RIGHT. 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 4e
continuous lateral bracing. ICBO 1691, 1329, 4922 SBCCI
87206, 86217, 9190 BEARING
WISC/
D1LHR 870040-N, 930013-N, 910080-N nA
Indicates location of joints at which
bearings (supports) occur. M
Teke TM
PANEL +
CUP
FORM018,
019 _caoarr3-w,iw. MYDRO,A/R® 6,
Unless expressly noted, this design is not applicable
for use with fire retardant or preservative
treated lumber, 7.
Comber 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 ype ty y 89 A ELEV. W1 PORCH
4626918
DR2289AP All ROOF TRUSS 1 1
Job Reference (o tiona1)
s e i I RE IndiStlleS, nC. u Mar age
1 0-0 5.9-4 it-0-0 12-4-1 17-6.13 I 23-4-01
1 0 0 5-" 5-2-12 14-1 5.2-12 5-9-3
Scale = 1:41.4
US =
4X6
4 5
a.00 F12
3x6 i 3x6
3 6
5
7
z I
3x4 = 11 10 9 a 3x4'_
2x4 11 3x4 = 5x6 = 2x4 11 -
544 It-" 124-1 17.6-13 23-4-0
5-9.4 5.2-12 1-4-1 5.2.12 5-9-3
Plate Offsets [ ::' - - - 1, o
LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.08 10-11 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.42 Venire) •0.12 10-11 >999
BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TQ 0.05 7 n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/dell = 360 Weight: 116 Ib
LUMBER BRACING `
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-10 oc purlins.
SOT CHORD 2 X 4 SYP ND.21D BOT CHORD Rigid ceiling directly applied or 7-5-6 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 7 =1079/0-4-0, 2-1175/0-4-0
Max Horz l2 = t 61(load case 4)
Max Uplift7--4770oad case 51, 2=-559(load case 4)
FORCES Ub) - 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
1) Unbalanced roof live loads have been considered for this design.
2) Wind:'ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1,33.
3) Provide adequate drainage to prevent water ponding.
4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 477 lb uplift at joint 7 and 559 lb
uplift at joint 2.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Dri vs
Suite 300
Chesterfield, MO, 63017
Cert.#6634
A WAamm - Verw deal" parameters and Rmw Nom ON runs AND R6VaR= Bibs H6FOits Use. ss+ewsw QD
Design valid fob use ants with MiTek conneclors. This design It based only upon patometem drown, and It to an hdWual building component to be
installed and loaded vedlcaty. Applicability of design poiameten and ptopet Incotporatlon of component Is tesponskbIWy of building designer - not hues
deslgnet. Siccing shown a $at lotetal support of individual web members only. Additional temporary biocing to Insuie stability duiing condiuction is the
responslbNey of the wecta..AddSlonal pefmonent bibok+p of the ovefaS structure Is the respombOy of the bulkding desgnet. Fot general guktonce
tegaiding fobiicatlm, quality conhot stOlage, dell"ry, *faction and bracing, consull OST-85 Quality standard, D3111-89 Stookg Specification. and HIS•91
Handlkg Installing and S ockg Recommendation avatm Tr ableltousspole Institute. 583 D'Onohlo Delve, Madison, W163719. M iTek
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,
0
Q
0
For 4 x 2 orientation, locate z
plates/e" from outside edge of otrussandverticalweb.
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
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
Jt J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWEST JOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
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
BEARING
nA Indicates location of joints at
which bearings (supports) occur.
FORM018,019
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTek®
F/® PANEL ,
1
CUP
GANO-MAN. 0 NMRO N0
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. Comber 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.
01993 Mtek Holdings, Inc.
Job Truss Truss ype tY y
14626919
DR2289AP A1A ROOF TRUSS 6 1
Job Reference to tionaIjo
s a eindustries, a Mar 20 09.09:33- -age
6.2-12 If-" 19.512 1 23-" 1
1.0.0 6-2-12 5-5-5 7-9-12 3-10-4
Scale = 1:42.1
4x8 11
4
6.00 FF2
20 =
3
2M 11
5
8
Sx8 =
s N
2
I$-$
axa a ao0 12 7 3xa =
5x8
9-10-0 19-4-0 23-a-o1
9-10-0 9-e-0 4.0.0
LOADING -(psf) SPACING 2-0-0 CSI DEFLin poc) Udefl PLATES GRIP TOLL
30.0 Plates Increase 1.33 TC 0.74 Vert(LL) -0.18 8 >999 M1120 249/190 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 0.69 Horz(TL) 0.17 6 n/a BCDL
10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 104Ib LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-9 oc purlins. SOT
CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. WEBS
2 X 4 SYP,No.3 WEBS 1 Row at midpt 4-7 REACTIONS (
lb/size) 6 =1081 /0-4-0. 2=1172/0-4-0 Max
Horz"2=16811oad case 4 Max
Uplift6=-483fload case 51, 2=-563(1oad case 4) FORCES
IIb1 - First Load Case Only TOP
CHORD 1-2-16, 2-3=-3138, 3-4=-2516, 4-5=-1872, 5-6=-1927 BOT
CHORD 2.8 = 2861, 7-8 =1585, 6-7 =1701 WEBS
3-8 = -532, 4-8 =1533, 4-7 -173, 5-7 = -356 NOTES
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL-5.Opsf; occupancy category 11; exposure B; partially;
MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=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 483 lb uplift at joint 6 and 563 lb uplift
at joint 2. LOAD
CASEIS) Standard Junaidie
Budiman, Lic.8451 10 MiTek
Industies, Inc. 14515
North Outer Forty Drive Suite
300 Chesterfield,
MO, 63017 Cart.#
6634 WARNING -
V*rW design paranseters and READ NOTZB ON THIS AND RC VRRWBIDS H6POR6 V89. rsswe ® Design
valid for use only with MII*k oonn*ctors. This design Is based only upon parameters shown. and k far an Individual building component to be Installed
and looded vedlcally. Appk*bMty of design parameters andproper Inmporatlon of component Is responsiblity of building designer - not truss designer.
Bracing shown k tot lateral support at Individual web members only. Additional temporary bracing to Insum stability duiing condiuctbn Is the responsibility
of the *recta. Additional pmmon*nt bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabticatWn, quality control, storage, delivery, *#action and bracing, consuli OST•Gll Quality Standard, 038-89 SrooMg Specification. and HU-91 Handling
Installing and Srce" ilecommondaflon avallable from Truss Plate Institute, 583 D'Onohb Dttv*, Madison, wi 53719, MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
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, property
1/8securely
seat. J2 J3 J4 owner and all other interested parties.. 4
TOP CHORDS 2,
Cut members to bear tightly against each C2 " other.
o
WEBS J5 cc
3. Place plates on each face of truss at each For
4 x 2 orientation, locate oint and embed full Avoid knots and wane Iy' plates
I/a" from outside edge of O
a
at joint locations. truss
and vertical web. a o
4.
Unless otherwise noted, locate chordsplices at I14
length(+6° from C, paneladjacentjoint.) BOTTOM CHORDS
This symbolindicatesthe5, 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 Mall 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 pudins 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, N 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 othersunlessshown. nA Indicates
location of joints at 13. Do not overload roof or floor trusses with which bearings (
supports) occur. stacks of construction materials. a 14. Do
not cut or alter truss member or plate without prior
approval of a professional engineer. OD15.
Care
should be exercised in handling, installation TMCAUPPIEIerection
and
of trusses. O 1M
Mitek Holdings, Inc. FORM016,014
esnrwa-Wrap. HMRO-WRO s
Job I russ I russ I ype ty y
14626920
DR2289AP A2 ROOF TRUSS 5 1
Job Reference to tionap
s e i e n ustnes, nc. u ar 20 09:09:34age
6-2.12 If-" 1544 19.64) 1 1
1-04) 6-2.12 6-6-6 3-10.4 4-1-12
4x6 = Scale = 1:39.3
4
3x4
6:00 FIT 5
2x4 =
3
2x4 11
6
9
5xe
N CJ
2 6
1 3x4 ZZ
3.00 F123x4 % 7
3x4 ZZ
9-10-0 14-74 194 3-0i
9.10-0 4-94 6-0-12
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LU 0.12 9 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.70 Vert(TU -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 FBC2001 1st LC LL Min I/dell = 360 Weight: 98 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 5-0.10 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2 =1001 /0-4-0, 7 = 910/0-4-0
Max Horz '2 = 256(load case 4)
Max UpliR2=-494(load case 4), 7=-385(load case 5)
FORGES 0b1 - 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
1) Unbalanced roof live loads have been considered for this design.
2) Wind; ASCE 7-98 per FBC2001; 120mph;' o-25ft; TCDL-4.2psf; BCDL-5.Opsf; occupancy category It; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1.33.
31 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 494 lb uplift at joint 2 and 385 lb
uplift at joint 7.
LOAD CASE(S) Standard
Junaidie Budiman, Lic,#451 1
MiTeh Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert. #6634
4&WARMWG - Vwffj deelyn pamn Esters and X&4D NOMS ON THO AND IWVSRSS MW BZF0R8 U90.
Design valid for use only with MOO connector*. This design Is based only upon parameters shown, and Is la an ItldNkdual building component to be
Installed and boded vertically. Applicability of design paiamelen and proper Incorpotatlon of component Is responslblity of building dedgrom - not dust
designer. 8racing shown Is tot bteral support of Individual web membeu only. Additional temporary brocing to Insure stability during construction Is the
responslbillty of the erector.:Addlfbnal permanent btbchg of the overall shucture Is the responsbWty of the building designer.. Fat general guidance
regarding labrloatbn, quality conhot staags, deSvery, •rectbn and biochg, eonsull QST-66 Quality Standard, OSS-89 Smoing Specillcatton, and NIS-91
Handling Installing and booing Recommendation avolloble from Truss Plate Institute, 583 D'Onotrb". DoModkon, WI63719. M iTek®
Symbols
PLATE LOCATION AND ORIENTATION
134 *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
0
0
For 4 x 2 orientation, locate
plates Ile from outside edge of otrussandverticalweb. 0
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating formal refer to the
Mtrek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
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.
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
4e 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.
M iTeko
FORKW18,019 8 HYDRO-A/R
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
Q joint and embed fully. Avoid knots and wane
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 at 114 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,
TM erection and installation of trusses.
PANEL O 1993 Mitek Holdings, Inc.
6
Job Truss Truss ype ty y 09 A ELEV.
14626921
DR2289AP A7 ROOF TRUSS 1 1
Job Reference (o tipestenustres, nc. u Mar 20 09*09:35age
1-0-0 , 3-9.4 7.0.0 f 1141.0 16-4-1 1941.13 23.4-0
1-0-0 344 3-2-12 4.84) 4.8-0 3-2-12 3-M
Scale = 1:41.2
r
Sx8 =
2x4 11 6x8
4 5 6
6.00 12
2x4 2x4 i
3 7
cod
ch
8
2
I
Us = 11 10 9 axe =
3x4 = 60 = 3x4 =
7.0-0 118-0 16.4-1 2a-" f I I
7-" 4.8-0 4.8.0 6-11-15
Plate Offsets : - - _ _ _ - 7 - : - -
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.69 Vert(LL) 0.22 10 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.95 VertlTI-) -0.29 10.11 > 956
BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.11 8 n/a
BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 122' Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3.0-13 oc puffins.
4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-1-13 oc bracing.
DOT CHORD 2 X 4 SYP No.2D
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 8 = 2193/0-4-0, 2 = 2284/0-4-0
Max Horz 2=115(load case 4)
Max UpliftS=-1224(Ioad case 5, 2=-1304f1oad case 4)
FORCES pb) - 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 =-96, 4-11 =815, 4.10=837, 5-10=-810, 6-10-839, 6-9-814, 7-9=-92
NOTES
11 Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft• TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
Q Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1224 lb uplift at joint 8 and 1304
Ib uplift at joint 2.
5) Girder carries hip end with 7-0-0 end setback
6) Special hanger(s) or connection(s) required to support concentrated load(s) 602.71b down and 432.1lb up at 16-4-1, and
603.21b down and 432.51b up at 7-0-0 on bottom Chord. Design for unspecified connection(s) is delegated to the building
designer.
LOAD CASEIS) Standard
1) Regular: Lumber Increase-1.33, Plate Increase =1.33
Uniform Loads (pif)
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
Concentrated Loads (Ib)
Vert: 11--603.2 9=-602.7
Junaidie Budiman, Lie, #451 1
MiTek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert. #6634
WARNMO - VerJ& deafen pworeWom and READ NOTES ON THIS AND REVER8E SIDE BEFORE USE.
Design valid for use only with Wait cannectors. This design Is based only upon parameters shown, and Is for an IndWlaual building component to be
Installed and loaded venlooly. Appksabllty of clsNgn porameters and proper Incorporation of component Is iesponsltHMly of bu$dklg designer - not truss
designer. Brgc" shown Is for lateral support of Individual web msmben oily.. Additional temporary bracing to Inwrs stability during construction Is the
responsibility of the enactor. AddltIonai permonent brbcing of the overall structure Is the responslblMty of the building designer. For general guidance
regarding fabrication, quaMy control storage, delivery, erection and bracing, consult OST-88 Quality Standard, DS$-89 $racing Speaftatlon, and HIM-91
Handling lnstoltina and $tacky Rocommenddionavolloble from Truss Plate InstltWe, 593 D'Onoklo Drive. Madison, WI63719. MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
N/. *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.
a
J2 J3 J4 owner and all other interested parties.,
TOP CHORDS
2. Cut members to bear tightly against each
other.
WEBS J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o _ 0
a: 3 joint and embed full Avoid knots and waney'
plates I /6" from outside edge of
a O
a =
at joint locations.
truss and vertical web. o a
O
4. Unless otherwise noted, locate chordsPI icesI/
4at 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 formal rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
MiTok/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
engineer.
MiTek® 15 . Care should be exercised in handling,
installationTM
Ate® CUP
erection and of trusses.
0 1993 Mitek Holdings, Inc.
FORM019,019 O°'"'°"
F
CD ofYDRaiwN , 1
Job russ I cuss ype ty y
14626922
DR2289AP A9 ROOF TRUSS 1 1
Job Reference to tionaqo
s e . e n-mutes, uMar age
444 9-0.0 14.4-1 18-6-13 23-4-0
1.0.0 4-" 4-2-12 54-1 4-2-12 4-9.3
Scale = 1:41.4
Us
08 =
4 5
77
6.00 72
2x4 20 i
3 8
b
7
2
I
3x4 = 9 9 30 =
3xe = 5x8 =
9-0-0 14-4-1 23-4-0
9-0-0 5d-1 8-11-15
Plate Offsets[5:0-5--01,18:0-3-0,0-3-01
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(LU -0.07 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 Ma
BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 111 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 No2D BOT CHORD Rigid ceiling directly applied or 7-4-9 oc bracing. WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 7 =1081 /0-4.0, 2 =1172/0-4-0
Max Horz 2=138Qoad case 4)
Max Uplift7=-456(load case 5), 2=-536(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=17, 2-3=-1773, 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
14, Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 456 lb uplift at joint 7 and 536 lb
uplift at joint 2.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Dr e
Suite 300
Chesterfield, MO, 63017
Cert. #6634
A, WARNING - Ver{ j}/ design pamrrietbrs and R&W NOMB ON THIS AND REVZRSSR RM REPORN USE.
Deslon valid lot use only with MRek connectors. This design Is based only upon porometees grown, and Is for an IndMdual buNding component to be
Installed and loaded vertically. ApplIcob011y of design porometen and proper Incceporotlon of component Is responsbVity of building designer - not buss
designer. bracing shown k for btsral support of Individual web members only. Additional temporary bracing to Insure stabiity during construction Is the
tesponsiblilly of the erectoc Additional permanent brlicknq of the overall structure Is the eesponsteMy of the buNding designer. Foe genevat guidance
regarding fabrication, quality confect storage, delivery, erection and bracing, consuit OBT-ab Quality Standard, 035•89 Voting specification. and NIB-91 M1Tek® Handling Installing; and Bracing Recommendation available from Truss Plate inb Institute. 583 D'OnoeDelve, Madison, WI53719.
Symbols
PLATE LOCATION AND ORIENTATION
13A * 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/a" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating formal refer to the
MITek/Gang-Nail Joint/Plate Placement Chart.
Numbering System
J2 J3 J4
TOP CHORDS
u Q
cc WEBS JS
o_ o
V`, ' ; O
a vO
a
ce c cs r0
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.
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
40" 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.
M iTeke
PANEL
TM
CLIP
FORM018,019 waL ® 11MRO—AINO
AGeneral 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 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,
erection and installation of trusses.
01"3 Mitek Holdings, Inc,
Job Truss Truss ype ty y 89 A EL V. W/ PORCH
14626923
DR2289AP AGAB ROOF TRUSS 1 1
Job Reference l ' tionaq
s e r e n ar es, no. u Mar 20 09:U9:36age
1 0 0 6-2.4 9-10-0 1 14-5-12 19.8-0 20-8-0Il I
1-0.0 6-2-4 4.7.12 4-7-12 5.2.4 1.0.0
Scale 1:38,0
06
4
2x4 II 2x4 II
6.00 F12
2x4 2x4
2x4 11 3 5
2xa II
2x4 11
II 2x4 II
x II
0 0
2 II II 8
rl
2x4II 2x4 11 2x4 11 2x4 11 a 2x411 2x4 11 2x4 11 2x411 3x4 = 3x4 =
5x8 9.
10.
0 19.8.0 i9-10-
0 9-10-0 Plate Offsets , : -
P - , - , - , - -120:0-0-0,0-0-01, 125:0-
0-0,0-0-01 126:0-0-0,0-0-0) LOADING (psf)
SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.
0 Plates Increase 1.33 TC 0.40 Vert(LL) -0.05 8 >999 M1120 249/190 TCDL 7.
0 Lumber Increase 1.33 BC 0.59 Vert(TL) -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 FBC2001 1 at LC LL Min I/deft = 360 Weight: 111 lb LUMBER BRACING
TOP CHORD
2 X 4 SYP No2D TOP CHORD Sheathed or 5-3-9 oc purlins. SOT CHORD
2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7.9-2 oc bracing. 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 =137(load case 4) Max Uplift2=-
486(load case 4), 6=-486(load case 5) FORCES ` (Ib) .
First Load Case Only TOP CHORD
1-2-17, 2-3=-1360, 3-4=-991, 4-5s-991, 5-6=-1360, 6-7=17 SOT CHORD
2-8=1204, 6-8=1204 WEBS 3-
8 =-360, 4-8 - 531, 5-8 =-360 NOTES 1)
Unbalanced
roof live loads have been considered for this design. 21 Wind:
ASCE 7-98 per FBC2001; 120mph; It = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category II; exposure B; partially;MWFRS
gable and zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss
designed for wind bads 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 486 lb uplift at joint 2 and 486 lb uplift at
joint 6. LOAD CASE(
S) Standard Junaidie Budiman,
Lic.#451 1 MiTek Industies,
Inc. 14515 North
Outer Forty Drive Suite 300
Chesterfield, MO,
63017 Cert.#6634
O WARMNO -
Verft design paranwrtem and READ NO=B ON 1WJS AND REV== UM BEFORE UNS. sW w 0Design vakd
for we only w#h Welt oonneatas. This dedgn'Is bored only upon patometea shown, and It to an Individual bulldi ng component to be hgaMed and
loaded vertically, AppNctiablillty of design patametea and proper hootpotallon of component Is mapornlblMy of buldkrg designer - not huss El designer. &acingdrownIsforlateralsupportofIndividualwebmembersonly. Additional ternpotory bracing to hwre slobMlly during construction N the ietponslbnly of
the er90tot. AddMbnal permanent brbcllg of the overall shucture It the respom bMly of the buNdkq designer. For gerunol guidance regaidkq tabncatlon,
quality conhol, storage, clotmry, srectbn and biackrg, consuS Q&T-881 Quality Standard, D5111-89 Smolrg Speotaoatlon, and HIS-91 ® Nandlirp Iatafty
and IIHNO g It"ornmendatbn avalbbie hom tat True Plateltute, 683 D'Onohb Dilvo, Modbon, wi b371 D. MiTek
Symbols Numbering System AGeneral Safety [dotes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/,6 * 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. J2 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachus
other.
Q V!E J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate i ; ¢ i' joint and embed fully. Avoid knots and wane
plates I/s" from outside edge of
V o
a _
4.
at joint locations.
truss and vertical web. a
0
Unless otherwise noted, locate chords icesplIAlength(* 6"fromatpanel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in Jt 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
JOINT$ 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-Nail 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 rust dimension is the width
4 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
X perpendicuk3r 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.
nA 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.
OD15. Care should be exercised in handling,
ffiM TM
PANEL
CUP
erection and installation of trusses,
01 "3 Mitek Holdings, Inc.
FORM018,019
r A a r. `
Job Truss Truss ype ty y 89 A ELEV. W/ PORCH
14626924
DR2289AP B ROOF TRUSS 5 1
Job Reference WPMsFebneindustries, nc. u ar age
1r0 q 6.10-8 I 13 5 8 1 20.4-0
1-0-0 6-10.8 6-7-0 6-10.8 3x4=
6.00 12 5X8 7 WMbdge Scale' 1:61.7
J
6
I
6x8 0
5
5x8 ,p
3i
4
2x4 11
R
3
8 a
3x8
1 2 10 3,00 F12
30 3x4 i 5xe
US 11
r 6.10-8 i 13.5.8 + 20-4-0 20-5.14
6-10.8 6-7-0 6.10-8 04.14
Plate Offsets s .. - . , ;: e - -
LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/doff PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) 0.11 10 >999 M1120 249/190
TCDL 7.0 LumberIncrease 1.33 BC 0.51 Vert(TL) -0.20 9-10 >999 BCLL
0.0 Rep Stress Incr YES WB 0.78 Horz(TL) -0.03 6 n/a BCDL
10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 1131b LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-6-1 oc purlins, exceptandverticals. BOT CHORD
2 X 4 SYP No.21) SOT CHORD Rigid ceiling directly; applied or 5-1-4 oc bracing. WEBS 2
X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left
2 X 4 SYP No.3 3.9-7 REACTIONS fib/
size) 6=1049/0-3-8, 2 =1030/0-8-0 Max Harz
2 = 73411oad case 4) Max Uplift6=-
704(load case 4), 2=-376(load 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, 6-7=-23, 6-8-67 SOT CHORD
2-10=2095, 9.10=2092, 8-9=0 WEBS 4-
10-135, 4-9=-894, 5-9=-485, 6-9-1642 NOTES 1)
Wind:
ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS
gable end zone; cantilever left and right exposed ;Lumber DOL=1,33 plate grip DOL=1.33. 2) Bearing
at jointls) 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 704 lb uplift at joint 6 and 376 lb uplift at
joint 2. 4) Beveled
plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 5) Gap
between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(
S) Standard Junaidis Budiman,
Lic.#451S i MITek Industies,
Inc. 14515 North
Outer Forty Drive Suite 300
Chesterfield, MO,
63017 Cert.#6634
A, WARMING -'
YsrW design paraustters and READ NOTEB ON 1WIS AND IWMCRW SIM BZVORt USX. rrerra rll9 Design valid
for use only with MRsk connectors. Thls design It based only upon parameter shown, and Is for an Individual building component to be Insialed and
Ioo vertically, Appacttbllty of design patomNss and proper Incorporation of component Is tespon"y of bulding desiMet - not truss designer. Bracing
shown Y fat lots al support of Individual web members ony. AddRlonal temporary bnocing to Insure stability during oonstructbn It the responsibility o1
this erector. Additional permanent br>ScIng of the ovsml structure k the responsibility of the building designer. For general guidance regard" lobticatlon,
quality conhol, Noags, deh*ry, erection and bracing, cosuR CST•aa Quality Standard. 035.0 aracInp Specification, and HI/•91 Hand#m
Ir stuff q and $wait* Rocommendallon available from Truss Plate Institute, 843 D'Onotrlo DiNe, Madison, WI63719. '
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
V/, *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, property
fie
securely seat. J2 J3 J4 owner and all other interested parties..
4 TOP CHORDS
2. Cut members to bear tightly against eachucz
other.
J5Q !E 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate' i - ; 0 joint and embed fully. Avoid knots and wane
plates I/s" from outside edge of
O
a at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chords icesrpf
at /4 panel length(+ 6" from adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in Jt J8 J7 JS 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.
Fortabular plating format rotor to tho AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and
MRek/Gang-Nall JoW/Plate Plaeemefd Chaff. 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 gradeg 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 transferringWISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
nA 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,
TM
EL
erection and installation of trusses.
01M Mitek Holdings, Inc.
Job I ruse Fruss I ype ty y
14626925
DR2289AP 61 ROOF TRUSS 16 1
Job Reference to Uonal)
s e r e ` n ustrtes, nc. u Mar-Zu 09:09:38age
F 1-0-01 6-7-13 11-0-3 I 16-8.0 1 3x4 = 1
0-0 5.7-13 54-5 5-7-13 w/wedge
5x8 G 7 Scats = 1:49.4
6 I6.00 12
2x4 II
5
US
4
8
2x4 11
3
9 b
Us
t
2
10 3.00 f12
30 i 30 ! 5x6
Us 11
5.7-13 1 11-0-3 16-M 16-0,13
5.7-13 545 5-7-13 0.1-13
Plate Offsets e
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(LL1 0.07 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 0.65 Horz(TL) -0.02 6 n/a
BCDL 10.0 Code FBC2001 1at LC LL Min I/defl - 360 Weight: 94 lb
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,2D BOT CHORD Rigid ceiling directly; applied or 5-9-12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9
SLIDER Left 2 X 4 SYP No.3 3-1-4
REACTIONS (lb/size) 6 = 877/0-3-8, 2 = 857/0-8-0
Max Horz 2=6100oad case 4)
Max Uplift6 = -5840oad case 4, 2=-317(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, 6-7--23, 6-8=55
BOT CHORD 2-10-1644, 9-10=1641, 8-9=0
WEBS 4-10 =110, 4-9 --687, 5-9 =-399, 6-9 =1327
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=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.
31 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 584 lb uplift at joint 6 and 317 lb
uplift at joint 2.
4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6.
5 Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Junaidie Budiman, Lic. #4511 i1
MiTek Industies, Inca
14515 North Outer Forty Dr ve
Suite 300
Chesterfield, MO, 63017
Cart.#6634
AWARIVIN0 - Veryk doalgn pars wterw safari READ NOTES ON TMS AND A6VIRMW SW6 8I ram V=. ssrrrasssQp
Design vaBd for use only with MI14k connectors. ThisdesignIs based only upon parameter shown, and Is for an Individual building component to be Inslolled
and loaded vertically. AppWablity of dMign parameters and proper Incorporatlon of component Is respornlbMy of building designer • not truss designer.
Bracing shown k for lateral suppon of IndNdual web members only. Additional temporary Mooing to Insure dabmy during construction k the msponsibllily
of the erector. Additional permanent brisckp of the overall structure It the tespon"y of the bulldkag designer. For general guidance regarding
labrkwtlon, quality oonhol, storage, delivery, wectlon and Mooing, carauS OST•66 Quality Standard, D:S•aa koe" SpeaVicatlon, and HIS-91 Hanarm
Imalllrla and 11me g Ilecammendallonavalloble from Truss Nate kut8ute. US D'Onohb Drlve. Madison, W153719. M iTek
Symbols Numbering System AGeneral Safety [dotes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13x4 *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,
8„
J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachcaw
other.
Q WEBS J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate i - , a joint and embed fully. Avoid knots and wane
plates/e" from outside edge of
c o
a at joint locations.
truss and vertical web. ao
4. Unless otherwise noted, locate chords livesP1/
4at panel length('- 6" from adjacent joint.) u C,
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in J 1 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 RIONT. 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, it 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
MTek®
engineer.
QD 15. Care should be exercised in handling,
CUPPANEL
TM erection and installation of trusses.
1"3 Mitek Holdings, Inc.
FORM018.019 Hmpawpe r
Job Truss Truss ype ty y
14626926
DR2289AP BB ROOF TRUSS 1 1
Job Reference to tiona1)
s e e n user s, nc. u Mar : age
t a0 7,6-0 14-7-0II
t-0-0 7-e-0 7-1-0
Stale = 1:27.3
4x6 =
4
e.0o 1a
5-
3
7 6
5xe =
2
3A . 3x4 1 - 3x4 3x4
3.00 F12
4xe II 3xe II
7-6.0 14-7-0
7.6-0 7-1-0
ate Sets(xVF—r2-0-7--"-4-81,16:0-2-13,0-2-41
LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.77 Ven(LL) -0.08 7 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.36 Ven(TL) -0.10 7 > 999
BCLL 0.0 Rep Stress incr YES WB 0.21 Hofz(TL) 0.04 6 n/a
BCDL 10.0 Code FBC2001 1 at LC LL Min Udefl - 360 Weight: 64 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.0-3 oc purlins.
SOT 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 4.1-10, Right 2 X 4 SYP No.3 3-11-6
REACTIONS (lb/size) 6 = 67910-3-0, 2 = 763/0-8-0 Max
Horz 2-110(load case 4) Max
Uplift6=-299(load case 5), 2=-377(load case 4) FORCES (
lb) - First Load Case Only TOP
CHORD 1-2=7,'2-3=-1265, 3-4=-1255, 4.5=-1267, 5-6--1267 BOT
CHORD 2-7 -1125, 6-7 -1125 WEBS
4-7 - 690 NOTES
1)
Unbalanced roof live loads have been considered for this design, 2)
Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;
MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1,33. 3)
Bearing at joint(s) 6; 2 considers parallel to grain value using ANSIIfPI 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 299 lb uplift at joint 6 and 377 lb uplift
at joint 2. LOAD
CASE(S) Standard Junaidis
Budiman, Lic.#451 1 MiTek
Industies, Inc. 14515
North Outer Forty Drive Suite
300 Chesterfield,
MO, 63017 Cert. #
6634 W
RNM - ve.'ft dairlyapamssators and READ NQ=9 ON TWO AND xdvaRbsa MW bJr"JW USC. •• 0 Design
valid lot use only with MITek oortnectars. Ih1s design Y based onty upon paramefea siwwn, and Is to an IndMdual building component to be Installed
and loaded vedlcally. AppNoablMY of design parameters and proper Incoposalbn of component Is tesponsbMy of building designer - not flu$$ designer.
Bracing shown Is tot latsrrai support of Individual web memberts only. Additional tempoioy bracing to Insure stablNty during construction Is the retponsbaty
of the wootor. Add11Wrwl permanent brtscIng of the overall structure It the respohtbMy of the building deslgnet. For general gukle anc regardingfabrication,
quality control, storage. delivery, «ectlon and biminff9 RraobW specMloatlon. and HIS-91 liand ino
Inslallina and IntainoRecommendation available from TrussPbtesnlBufe, $83 D'Onofrlo Drive, Madison, WI 63719. MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause PrOpedy
1$A * 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.
1/8„ J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachcuQ
other.
o WEBS J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o -' 0
a joint and embed fully. Avoid knots and wane
plates 1/8"from outside edge of
Q o
a at joint locations.
truss and vertical web. o 0
o
4. Unless otherwise noted, locate chordssplicesp' I/
4at panel length(* 6" from adjacent joint.) C16
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in A 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
JOINT$ 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-Nail Joint/Plate Placement Chart. FARTHESTTO 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,
nA Indicates location of pints 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
1 MiTek®
engineer,
15. Care should be exercised In handling,
TM
Zo PANEL erection
and installation of trusses, 01993
Mitek Holdings, Inc. CLIPFORM618,
619 MYd O—WR(ID r t.
Job Truss Truss Type Qty y PQRCH
14626927
DR2289AP BBGAB KINGPOST 1 1
Job Reference (o Lionel)
s e t oIndustries, nc. u Mar 20 09:09:39 2003 Page
741-0 I 14.7-0
1-0-0 7.6.0 7-1-0
axe = Scale= 1:28,0
3
2x4 11 20 11
6.00 12
2x4 11 2x4 11
a
2x4 11
5
2 Iit
2x4 11 2x4 11 2x4 II 2x4 11 3x4 Q 3x4
6
3x4 _ 2x4 11
2x4 11 3x6 11
7-6.0 14-7-0
7.6-0 7-1-0
Plate Offsets
LOADING (psf) SPACING 2-0-0 CS! DEFL in floc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.86 Vert(LL) -0.03 6 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TIJ -0.08 2-6 >999
BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 5 We
BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 73 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-14 oc purlins.
BOT CHORD 2 X 4`SYP No.20 SOT 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
SLIDERRight 2 X 4 SYP No.3 3-11-2 REACTIONS (
lb/size) 2 = 766/0-1-8, 5 = 682/0-1-8 Max
Horz 2 =113(load case 4) Max
Uplift2=-3780oad case 4), 5=-302(load case 5) FORCES (
Ib) - First Load Case Only TOP
CHORD 1-2-12, 2-3=-709, 3-4=-727, 4-5=-727 BOT
CHORD 2-6 = 626, 5-6 - 626 WEBS
3-6 =145 NOTES
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-911 per FBC2001; 120mph; h = 25ft; TCDL - 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;
MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1.33. 3)
Truss designed for wind loads in theplane 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 at joint(s) 2, 5. 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 2 and 302 Ito uplift
at joint 5. LOAD
CASE(S) Standard Junaidie
Budiman, Lic,#451 1 MiTek
Industies, Inc. 14515
North Outer Forty Dr ve Suite
300 Chesterfield,
MO, 63017 Cert.#
6634 QwARiu
vo - verm deeten Parameters, and mul Norss ON Tim AND Ievaxsa awn aamnx use. ••••qp Design
volld for use only with MRek connectors. )his design k bond only upon parameters Mown, and k tot an Individual building component to be Installed
and loaded vertically. AppMsablity of design parometen and ptopm Inowporatbn of component Is tesporm"y of building design*; - not push designer.
Wooing Mown k tot Iatetal supportof VKWIduol w*b members only. Additional temporary txacktg to kaum stability dutlng conalmotlon Is the fespon"
y of the elector. Addllbnal permanent biUcktg of the ovaol spuctuts k tit tesponsblMly of the building designer. Fat genetal guidance regotding
foloticatbn, quality conhol storage, delivery, erection and braclng, comoll OST-44 duality Standard, DIN-69 Srocktg SpeoMaallam and HIA-91 Qy londlinalent &w and IraoMO R**omwwmdatlan available loom Tsuss Plate k»tlut*. 683 D'Onolobive Dr. Madison, WI 63719. MiTek
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
1114 * 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, property
lh
securely seat J2 J3 J4 owner and all other interested parties.. t
4 TOP CHORDS
2. Cut members to bear tightly against each14C7
other.
o WEBS J5
a: 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate i - , ; , Q joint and embed fully. Avoid knots and wane
plates/s" from outside edge of
O
a at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chords lacesPI/
4at panel length(* 6" from adjacent joint.) I CS C,
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in JI 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 rater 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 g specified, gradetoslots. 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, 9 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.
nA 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
Miir k®
engineer.
15. Care should be exercised in handling,
TM
PANEL
cup
erection and installation of trusses.
0 1M Mitek Holdings, Inc.
FORM018,019 HYAROAIR0 Y
Job Truss Truss I ype ty y 89 A EL V. W7 PORCH
14626928
DR2289AP BGAB1 MONO TRUSS 1 1
Te
Job Reference to tional)
s 1 e n uatre , nC. U Mar 20 UV:09:40age
1-0-0I 164)-0
1-" 16.8-0
20 11 Scale 1:51.1
11
2x4 11 10
2x4 11 9
a.00 12
2x4 11 6
2xd II
2x4 II 6
2x4 II 5
5x8 -1 4
3
2
1
3x4 = 19 18 17 16 15 14 13 12
20 11 2x4 11 2x4 11 2x4 11 2x4 11 20 11 5x6 = 2x4 li
16-8-0
16.8-0
Plate offsets
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES (TRIP
TCLL 30.0 Plates increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190
TCUL 7.0 Lumber Increase 1.33 SC 0.03 Vert(TL) 0.00 1 > 999
BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 12 n/a
BCDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min I/defl = 360 Weight: 111 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except and verticals.
BOT CHORD 2 X 4 SYP No.2D SOT 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 No3
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 = 594(load case 4)
Max Upliftl3=-1240oad case 41, 12--58(load case 4), 14=-135(load case 4), 15=-131(load case 4), 16--13211oad case 4, 17=-133(load case 41, 18=-1270oad
case 41, 19 - -196(1oad case 4) FORCES Qb) . 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 NOTES 1) Wind:
ASCE
7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=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 EndDetail" 3) Gable requires
continuous bottom chord bearing. 4) Gable studs
spaced at 2-0-0 oc. 5) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 13, 58 lb uplift at joint
12, 135 lb uplift at joint 14, 131 lb uplift at joint 15, 132 (b uplift at joint 16, 133 lb uplift at joint 17, 127 lb uplift at joint
18 and 196 lb uplift at joint 19. LOAD CASE(S)
Standard Junaidie Budiman, Lic.#
451 I il MiTek Industies, Inc.
14515 North Outer
Forty Drive Suite 300 Chesterfield,
MO, 63017
Cert.#6634 4,
WAPJ W* -
Ver* 4*s4M pammot*re wW R644.0 NOTS8 ONTWS AND JWVZRW 9Aa1): BXPOAE UM. 4) Design vold too
use only wllh Mg*k cotnneclam Thk dedgn k - - only upon parameters shown, and Is la an IndNkdual buldUrq component to be Installed and', 11
vertically. Applicability of dod9n pnromol" and proper Inoorpaatbn of component k oesponslbWy of buldihq detlgnef - not Irufs designer. INochq "wn
k far krleral aoppodof Indhriducii web mombots only. Additional temporary brockV to Yuwe dabOy during construction It the respm"y of
the *rector. Additional permanent bibotrq of the overoll structure k the r*spoMbMly of the building designer. Fat getwol guidance r*gordi ng
fabdcatbn, quality axnhok storage, delivery, election and tXockX& consul! ClT4 4 QuWlly Mandad, Dlli•64 IrookV 11peoMball m, and HII.01 III Ynstollrna arid
6[o line III , a mondastorn avoloble bomTouss Plot* kW*ut*, 663 D'Onolrb 6s Drlv*, Moddii WI719. ft MiTek i
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t3/. * 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 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachC7
other.
o WEBS J5
a:3, Place plates on each face of truss at each
For 4 x 2 orientation, locate i - , Q joint and embed fully. Avoid knots and wane
plates/s" from outside edge of
c} O
a
at oint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chords lacesP
I/4at panel length(+ 6" from adjacent joint.) CS C, u
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in Jt 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 rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
MiTek/Gang-Nail 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 SIB
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 gradeg 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 10continuouslateralbracing. 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.
nA 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
MTek®
engineer.
15. Care should be exercised in handling,
TM
PANEL
erection and installation of trusses.
1M M tek Holdings, Inc.
FORM018,019
Job Truss Truss ype ty y
14626929
DR2289AP E ROOF TRUSS 2 1
Job Reference Io tionaU
sFebe n str es, nc. u Mar 20 09:09:41age
1-0-0 4-9-0 1 9.4.0 to•a-o1I
1-0-0 441-0 44 W I-"
Scale =1:1e.11
06
3
6.00 Fi2
4
2Li 5 I$
1
axe = 3xe =
8 7 e
2x4 11
1-4-0 441-0 0-0-0 94-0
f T l
1-4-0 3.4-0 33.0 1-"
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATESGRIP TCLL
30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.05 4 >348 M1120 249/190 - TCDL
7.0 Lumber Increase 1.33 BC 0.42 Vert(TU -0.09 1 > 138 BCLL
0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 6 n/a BCDL
10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 36lb 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' SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS
2 X 4 SYP No.3 REACTIONS (
lb/size) 8=517/0-1-8, 6-517/0-1-8 Max
Horz 8=-790oad case 5) Max
Uplift 8=-334(load case 4, 6=-334(load case 5) FORCES (
lb) - First Load Case Only TOPCHORD1-2-33, 2-3=-171, 3-4=-171, 4-5=33 SOT
CHORD 2-8=69, 7-8=69, 6-7=69, 4-6=69 WEBS
3-7--206 NOTES
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft, TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure S; partially;
MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=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 334 lb uplift at joint 8 and 334 lb' uplift
at joint 6. LOAD
CASEIS) Standard Junaidie
Budiman, Lic.#451 1 MiTek
Industies, Inc. 14515
North Outer Forty Drive Suite
300 Chesterfield,
MO, 63017 Cart. #
6634 f
wARmNo - verov dewon pataawere ww mA o NoT'aN ox Two AND J'i6t+J1: m Gin axlfr im vas, ,••••• Design
vc#d for use only weh MRek connectors. Thk design Is based only upon parameter shown, and It to an IndMdual buNdit component to be Installed
and looded vettbaNy. Applicability of design parameters and proper Incorporationof component Is responslbilly of bu*dhg deslgner • not truss designer.
9tocing shown Is for Metal support of Individual web members only. AddMional temporary btocft to Insure slabWty duing construction Is the responslbNlty
of the ereclof. Additional permanent bihoing of the ovofoN structure Is the iesponsiblNty of the buMdkng deslgnet. For genetal pukfance regarding
fabrication, quaNy oonho6 tfoiage, delivery, erection and bracing, consull QST•ae Quality Standard, DSS•89 Stocing Spoeftatton, and HIS-91 Handling
knstalfina and Sraakp Reaommenddlon available trom Truss Rate Institute, 543 D'Ono6b DtNe, Madison, WI63719. M iTek®
Symbols
PLATE LOCATION AND ORIENTATION
13A *.Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
0
0
For 4 x 2 orientation, locate
plates 1/8" from outside edge of otrussandverticalweb. 0
This symbol indicates the
required direction of slots in
connector plates.
Fortabular plating formal rotor to the
MiTek/Gang•Nall Joint/Plate Placement Chart.
PLATE SIZE
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 V J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWEST JOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFTTO RIGHT.
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
4010, continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
Indicates location of joints at
which bearings (supports) occur.
FORM018,019
W1SC/DILHR 870040-N, 930013-N, 910080-N
19!
0
MiTek•
PANfL
TM
Cup
NYDR0,4/A®
AGeneral 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, 'rf 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 ype ty y
14626930
DR2289AP EGAB ROOF TRUSS 1 1
Job Reference (o tionaq
ACCU-SPAc e rI ek Industries, nc. uMar 20 09:09:41age
1.0.0 4.8.0 1 94-0 1044 l
1-0-0 441-0 441-0 1.0.0
Scale = 1:18.8
4x8
3
6.00 12 2x411 2x4 II
4
2
y9 5 Fo
1
2x4 11 8 2x4 II
2x4 11
2x4 = 2x4 =
4.8-0 94-0
4-8-0 4.8-0
Plate Offsets[9:0-0-0.0-0-01,110:0-0-0,0-0-01
LOADING (psf) SPACING 2-0.0 CS1 DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LU -0.01 6 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 2-6 >999
6CLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TU 0.00 4 n/a
BCDL 10.0 Code FBC2001 1 at 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 = 511 /0-8-0, 4 = 511 /0-8-0
Max Horz 2--79(load case 5)
Max Uplift2 = -271 (load case 4), 4-271 (load case 5)
FORCES_ IV - 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) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL-4.2psf; BCDL-5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=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 271 lb uplift at joint 2 and 271 lb
uplift at joint 4.
LOAD CASE(S) Standard
Junaidie Budiman, Lic,#451 1
MiTek Industies, Inc.
14515 North Outer Forty Drive
Suite 300+
Chesterfield, MO, 63017
Cert.#6634
A IVAiitmo - wrty dea{yn psnassseters and Rup Noma oN THm AND herd+ m am axpow Ems.
Design valid for use only with MRek connectors. This design Is based only upon potametem shown, and Is lot an Individual building component to be
Installed and boded venloaky. Applicability of desgh patometemand pfopet incorpofatfon of component Is tesponsiblilty of building destgnef - not buss
designer. Bracing shown Is Tor lolefol support of IndNklual web membefs only. Additional tempofary bfaaing to Insum stability during construction It the
fesponsiblsty of the •tectw. Additional peimanent bAicing of the ovefol shuctum Is the io"nsbMly of the building designer, Fof genetol guidance
iegoiding fabibatbn, quality conhoi, stofoge, deiivety, creation and blocing, consul) OST-all Quality Standard, DSI.89 Bracing specification, and HIN-91
Handling InstaMna and Bracing Recommendation available from Truss Plate Institute, US D'Onohb Dflve, Madison, W133719, MiTek®
Symbols Numbering System AGeneral Safety dotes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/4 * Center plate on joint unless Damage or Personal injurydimensionsindicateotherwise.
Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property
e
securely seat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2, Cut members to bear tightly against each
other.
o WEBS J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o 0
3 `' ; joint and embed full Avoid knots and waney
plates/a" from outside edge of
o
a at joint locations.
truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP
o at I/4 panel length('- 6" from adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in J1 J8 V 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 puriins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 It. spacing, or less, if no ceiling is installed, 4000 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,
Z PANEL
TM
CLIP
erection and installation of trusses.
01993 Mitek Holdings, Inc.
FORM018,019 CiaNG-wilul ( HMAM-AIN 0
Job Truss Truss ype ty y
14626931
DR2289AP FG19 FLOOR 1 1
Job Refere WPMionaU
n stnencseseIeu, u ar 20 09:09:42ge
3-4-0 e-e-4 941,41 i 12-10-12 16-1-0 1t15-0I1 1
3-" 3-2-4 3-2-4 3-2.4 3-2.4 3-"
Scale = 1:32.4
20 II 5x6 = 2x4 II 4x8 = 2x4 II 8x14 II
1 7x8 — 2 3 4 5 6 7
JUL
13 12 11 10 9 15
3x6 11 7x6 = 2x4 11 4x8 = 7x8 = 7x8 =
3-4-0 644 "-a8 12-10.12 16 1-0 19-5-0i
3-" 3-2.4 3.2.4 3.2-4 3-2.4 3-4-0
Plate Offsets e ,
LOADING (psf)
TCLL 40.0
SPACING 2-0-0
Plates Increase 1.00
CSI
TC 0.82
DEFL in (loc) I/defl
Vert(LL) -0.46 10-11 >496
PLATES GRIP
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 FBC2001 Matrix) 1st LC LL Min I/defl - 480 Weight: 102 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No,2D TOP CHORD sheathed or 2-6-5 oc putlins: 1-7.
BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 100-0 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 (Ib) - First Load Case Only
TOP CHORD 1-14=-851, 1-2=-2577, 2-3=-2577, 3-4=-4770, 4-5--4770, 5.6=-2924, 6-7=-2924, 7-8=-931
BOT CHORD 13-14=513, 12-13=4726, 11-12-4770, 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
NOTES
71 Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to beattachedtowallsattheirouterendsorrestrainedbyothermeans.
2 Special hanger(s) or connection(s) required to support concentrated load(s) 564.01b down at 18-8-0 on bottom chord. Design
for unspecified connection(s) is delegated to the building designer.
tOAD CASE(S) Standard
1) Floor: Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (pif)
Vert: 1-7=-100.0, 8-14=-10.0
Concentrated Loads (Ib)
Vert: 15 = -564.0
Junaidie Budiman, Lic#451 1
MiTek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cart.#6634
WARMNG - VerM design pamsnetere and READ NOTES ON 7108 AND RE VISKM WIZ BBPojtB VSX. silsersse ®
Design valid for use only with MiTek cgnnectars. This design k based only upon parameter shown, and is for an Individual building component to be
Installed and loaded vetticaNy, Applicability of design parameter and propet Incoipoatlon of component Is tesponslbllity of building deslgnet - not puss
deslgnet, Biocing Shawn Is lot lateral support of Individual web members only. Additional lempoary btaoIng to Insure stabilityduring construction Is the
responsibility of the ericlot, Additional permanent bracing of the overall structure k this tesponsiblify of the, building designer. nor genetal guidance
iegaiding tobtlaatlan, quality control, storage, delvery, erection and biocing, comull QST.88 Qualify Standard, DSI -89 Srocling Specification, and HIS-91
Handling Installing and 8rocing Recommendation available lion Truss Plate Insliute, 583 D'Onoela Dilve, Madison, WI $3719. MiTek®
Symbols Numbering System AGeneral Safety Motes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t3/. *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 J4 owner and all other interested parties..
1 TOP CHORDS
2, Cut members to bear tightly against eachc2Q
other.
o WEBS J5
o 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate'
0 joint and embed fully. Avoid knots and wane
plates I/s" from outside edge of
V o at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chords !icesPI/4at panel length(' 6" from adjacent joint.) ce C, u
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in Ji 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
MRek/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 food 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 site, 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. a
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTeke
engineer,
15. Care should be exercised in handling,
COUP
TM
l
cup
erection and installation of trusses.
1"3 Mitek Holdings, Inc.
FORM018,019 QAAIG-NAiI. irioAv atp
Job Truss Truss ype ty 89 A ELEV.
DR2289AP FG23A FLOOR 1 2 14626932
Job Referencoeti ACCU-
SPA 1, Mar 20 seesenuqage3.11-
0 7-54 1 If-" 1 15.2-12 1 19-0-0 1 22-11-0 I 3.11-
0 3-94 3-9.4 3-9-4 3.9.4 3-11-0 Scale = 1:
38.5 2x411
5x6 = 2x4 11 4x8 = 2x4 11 4x8 = 15Xo _ 2
3 4 5 a 7 14 13
12 11 10 159 8 3x6 11
US = 2x4 11 4x8 = 7x8 = 4x10 = 3x8 I I 3.11.
0 7-8-4 It-" 15.2.1219-0-0 22-11-0 r1
1 3-11-
0 3-94 3-9.4 3-9.4 3-" 3-11-0 Plate Offsets
LOADING Ipsf)
SPACING 2-0-0 CS1 DEFL in floc) I/defl PLATES GRIP TCLL 40.
0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.54 10-11 > 504 M1120 249/190 TCDL 10.
0 Lumber 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 FBC2001 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 4-6.1 oc purlins: 1.7. BQT CHORD
2 X 6 SYP SSSOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2 X
4 SYP No.3 *Except* 1-14 2X
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 2X 4 SYP No.2D REACTIONS (lb/size)
14=1378/0-6.0, 8=1859/Mechanical FORCES (Ib) - 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=-1662 SOT CHORD '' 13-
14=798, 12-13-7695, 11-12-7771, 10.11 =8538, 10-15=8538, 9-15=8538, 8.9=799 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 NOTES 1) 2-
ply
truss to be connected together with 10d Commonf.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. 2) Refer to
girder(s) for truss to truss connections. 3) Recommend 2x6
strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls
at their outer ends or restrained by other means. 4) 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. LOAD CASE(S)
Standard 1) Floor: Lumber
Increase =1.00, Plate Increase 1.00 Uniform Loads (pit)
Vert: 1-7=-
100.0, 8.14=-10.0 Concentrated Loads (Ib)
Vert: 15 = -757.
0 Junaidie Budiman, Lic,#
451 1 MiTek Industies, Inc.
14515 North Outer
Forty Drive Suite 300 Chesterfield,
MO, 63017
Cart.96634 4,
WARNING - V*
rW dear4a paransstom and R&4D NOMS ON TWS AND RBVXMW SIDE BAPORC USK. Design vaild tot
use only with Mltek connectors, This deftn It based only upon parameters shown, and Is tot an indMdual building component to be Installed and loaded
venloolly. Applicability of design parameter and proper Incorporation of component It iesponsbaty of building designer - not Muss designer. Bracing shown
is for lateral support of Individual web members only. Additional temporary bracing to insure stablily during construction Is the responslblilty of the
ereclot.--Additional permanent birlieft of the ovetal shuctum It the responsbIlly of the building designer. FOr gstrmoi guidance tegaiding fabilcatlon, quality
control, stoic", deilvsry, erection and WacIng, consul QST•Ot Quality Standard, DSI.89 tracing SpecRloatli and HIS-91 Handift InstailIna and
troolf{t Recommendation available from True Rb ate Institute, 883 D'OnohDrive, Madison, W 153719. MiTek®
Symbols
PLATE LOCATION AND ORIENTATION
44 14113A Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
sec urely seat.
0
1r
For 4 x 2 orientation, locate
0
X
plates I/8" from outside edge of a.
truss and vertical web. 0
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
Ji J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabLdaf plafing format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT
MITek/Gang-Nalf JOInt/Plate Placement Chaff. FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFTTO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. second
dimsnslon is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
4010" 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.
MiTek
PANEL
TM
CLIP
FORM018,019 I HYMMMRI)
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 oil 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. Comber 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 Mtek Holdings, Inc.
Job Truss Truss ype ty y 89 A EL V.
14626933
DR2289AP J ROOF TRUSS 6 1
Job Reference to tionaqo
AccU-51PA 1, , , s e t o n ustnes, u Mar age
I t-0-0 7.0-0 _
1-0-0 7-0-0 3
Scale = 1:20.5
8.00 12
2
4
2x4 =
7-0-0
i
7-0-0
LOADING tpsf) SPACING 2-0-0 CSI DEFL in Uoc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.67 VertILL) n/a n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.17 VertITU -0.25 1 > 58
BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 24 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.
REACTIONS (lb/size) 3 = 242/Mechanical, 2=418/0-4-0, 4 = 68/Mechanical
Max Horz 2 248(load case 5)
Max Uplift3=-260(load case 5),:2--137(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=34, 2-3=88
BOT CHORD 2-4-0
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5,Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33',plate grip DOL-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 260 lb uplift at joint 3'and 137 lb
uplift at joint 2.
LOAD CASEIS) Standard
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert.#6634
wARMxa - V*rW deet>jn parawwtom and R&W xOMS ON TOMB AND ift6NISIR5i6 SIDS BXPORR V88. •••
Design valid for use only with Welt connectors. This design Is based only upon parameters shown, and is for an Indtvlduol building component to be
Installed and boded vertically. AppScablllty of design parameters and proper Incorporation of component is iesponslibWty of building designer - not truss
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary b+ocing to Insure stabSMy during construction is the
responsibirlty of the wector..;Additional permanent bihoing of the overall structure is the tsspombNMty of the building designer. For generol guidance
regarding fabticatlon, quality caflfriatoge, delivery, erection and Wooing, consult OST-44 Quality standard, DS8-89 Bracing SpecMbatbn, and Hi8.91 iTek Handling IrWaSBra lnaandaling Recommendatlon available hom Truss Plate lnst8ute, 893 D'Onohb Drive, Madison, WI 53719. M
Symbols Numbering System AGeneral Safety dotes
PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property
13/4 * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply
plates to both sides of truss and 1. Provide copies of this truss design to the
securely seat, building designer, erection supervisor, property
1/8' J2 J3 J4
TOP CHORDS
owner and all other interested parties..
a £ 2. Cut members to bear tightly against each
other.
o
a
w,EBS J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
0 joint and embed fully. Avoid knots and wane
plates /s" from outside edge of
c'
0.
0
o at joint locations.
truss and vertical web. a 4. Unless otherwise noted, locate chard splices
ca a o at /a panel length('- b"from adjacent joint.)
This symbol indicates the BOTTOM CHORDS 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.
For fabular plating formal refer to the
MiTek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
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
4000 continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
BEARING
nA Indicates location of joints at
which bearings (supports) occur.
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTek®
PANEL
TM
CLIP
FORM019,019 Cc D-N.4 1. Q1 ofmmawN e
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, 'rf 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,
1"3 Mitek Holdings, Inc.
Job Truss Truss I ype ty y
14626934
DR2289AP K ROOF TRUSS 3 1
Job Reference to tionap
s e I e n u r as, rtc. u Mar 20 OU:09:44 2003 Page
1-0-0 t30-0
1-0-0 5-0-0 3
Scale: 314'=T
9.00 12
2
1
4
2x4
6-0-0
5-0.0
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) -0.09 1 > 171
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 18 Ib
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 (Ib/size) 3 - 165/Mechanical, 2 = 327/0-4-0, 4 = 48/Mechanical
Max Horz 2 - 1800oad case 51
Max Uplift3=-183(load case 5), 2=-125(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2-34, 2-3-60
BOT CHORD 2-4=0
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partialiy,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
31Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 3 and 125 lb uplift
at joint 2. LOAD
CASE(S) Standard Junaidie
Budiman, Lic. #4 511 1 MiTek
Industies, Inc. 14515
North Outer Forty Deve Suite
300 Chesterfield,
MO, 63017 Cert.#
6634 AIYARmNa -
Ver{ jjf designs parametm and READ POTaa ON nn AND AQ Vpit omfe naram mm. waaa Design
valid for use onlv with MITek connectors. This design Is based onty upon poiametets shown, and k tot an Individual building component to be Installed
and boded vertically. AppkaWy of design potameteis and proper Incorporation of component Is tesponstblSly of butding designer - not truss deslgnei.
Bracing clown It for lateral support of IndNldual web members only. Additional tempoiory btaeing to Insure dablNly during construction Is the responsibility
of the sri"tot..Addnbnal petmanent biWing of the oveto5 structure Is, the tesporrstWNly, of the building designer. For general guidance regarding
fobrlcatlon, quality conirot storage, delivery, election and bracing, consuit QST48 Quality Standard, DSS•89 Sraekq Spealfieatlon, and HIS•91 Handling
Inslallinp and Srockp Recommenddlon available from Truss Plate Institute, 843 D'Onokb Di", Madison, wi $3719. MiTek
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
12/. *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.
1 6 J2 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachca0
other.
o J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
0 joint and embed fully. Avoid knots and wane
plates from outside edge of EVVEBSb O at joint locations.
dtrussand vertical web. a
o
4. Unless otherwise noted, locate chords icespl'
at 14 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and
MITek/Gang-Nail 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, of less, if no ceiling is installed, 40` 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
iTeit® k
engineer,
15. Care should be exercised in handling,
TM
Pt EL
erection and installation of trusses.
1M M tek Holdings, Inc.
FORM018,019 CiAH18-NI IL WA
Job Iruss Truss Type ty y 89 A ELEV. W/ PORCH
14626935
DR2289AP KA ROOF TRUSS 1 1
Job Reference optional)
sFebr e Industries,Inc. u Mar 20 09:09:44age
5 0-0 2
Scale . 1:15.7
8.00 12
1
3
20 =
5-0-0
r
5-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.34 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
8CLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a
BCDL 10.0 Code FBC2001 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 Harz 1-;169(load case 5)
Max Uplift --73(load case 5), 2=-186(load case 5)
FORCES (Ib - First Load Case Only
TOP CHORD 1-2=66
BOT CHORD 1-3=0
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; It = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category II; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33,
2) Refer to`girder(s) for truss to truss connections.
31 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 1 and 186 lb
uplift at joint 2.
LOAD CASEIS) Standard
Junaidie Budiman, Lic.#461 I 11
MiTek industies, Inc.
14515 North Outer Forty Dr ve
Suite 300
Chesterfield, MO, 63017
Cart, #6634
wMMNG - ver y drreigl par amnia a and RRAD NOMSON TAU A10 RRMUM 81XW MFOJt6 user.• Design
valid for use only with MRek connectors. This design Is based only upon parameters shown, and It for an IrK7Wldual bulding component to be Installed
and loaded vertically. Applicability of design powmelers and proper Incorporation of component It responelbWty of building designer - not #russ designer.
Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponsibNity
of the erector. Additional permanent bracing of the overall structure k the respon"y of the buNdkg designer. For general guidance recording
fabrloallan, qually control. storage, delivery, erection and bracing, consull OST-88 Oually Standard, DSI.89 Bracing SpeeNlaatbn and HIS-91 Nandllnp
Instal lnp and lroamt; Becommendollon available from Trust Plate Institute, 593 D'Onoebive Dr, Madison, WI53719. M Tek®
Symbols Numbering System AGeneral Safety Motes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Propedy
44 13/. * 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, J2 J3 Ja owner and all other interested parties..
4 TOP CHORDS
2, Cut members to bear tightly against eachaother.
J"*
a WEBS JS
Q 3, Puce plates on each face of truss at each
For 4 x 2 orientation, locate i - , Q joint and embed fully. Avoid knots and wane
plates /8" from outside edge of
0 o
a ti at joint locations.
truss and vertical web. a
o
4, Unless otherwise noted, locate chords lacespI/4at panel length(+ 6" from adjacent joint.) ce V,
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in J 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
MITOk/Gang-Nail 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 Ladeg 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, oeoo 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,
11,4 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
MA A T®
1
engineer.
15. Care should be exercised in handling,
TU
CLIP
erection and installation of trusses.
01"3 Mitek Holdings, Inc.
FORM018,019 O i ri-n+An. 1 HM070-AIR.
Job Truss Truss Type ty i y PuRCH
14626936
DR2289AP L ROOF TRUSS 3 1
Job Reference to tionaq
sFebl eIndustries, nc. u ar 20 09:09:45age
t-o-o 3A-0
1.0.0 3.0.0
Scale = 110.3
6.00 12
2
1
4
1 2x4 —. 3.0.0
3-0.0
LOADING psf) SPACING 2-0-0 CSI DEFL in (Ioc WWI PLATES GRIP
TOLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.03 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 FBC2001 Matrix) 1st LC LL Min 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/sizel 3 = 82/Mechanical, 2 = 242/0-4-0, 4 = 28/Mechanical
Max Horz 2'=J 130oad case 5)
Max Uplift3=-1050oad case 5), 2--119(load case 4)
FORCES IN - First Load Case Only
TOP CHORD 1-2 = 34, 2-3 = 30
BOT CHORD 2-4=0
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B;
partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL -1.33 plate grip DOL =1.33.
21 Refer t0 girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 119 lb
uplift at joint 2.
LOAD CASEIS) Standard
Junaidie Budiman, Lic,#451 1
MiTek Industies, Inc.
14615 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert.#6634
A, WA&MNG - Vent desilyn paxe wwters and READ NOTES ONTWS AND JtBVZ W SIDE BEFORE UAW.
Design vaild for use a* with MRek connector. This design Is based only upon parameten shown, and is tot an IndlMuol building component to be
Installed and boded vedicaNy. Applccbiilty, of design paramstea and piopet Incolpoiatlon of component is respon"y of building designer - not bust
designet. &acing shown Is for IoWal support of Individual web members only. Additional temporary bwcktg to kaut• stability during oondructlon is the
tesponstAilly of the wootot, Additional permon•nt tx1scing of the overall shucture Is the tespon"y of the building designer. For general guidance
regarding tobilcat on, quality control, storage, delivery, election and bracing, consult OST•BB Quality standard, 081-69 Bracing speclibaflorn, and NIB-91 ®
Handling Instalilnp and Bracing peeommendatbn available hd hornTrussdoteInstitute, 693 D'Onohb Diive. Madison, W 163719. '
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.
Wl
O
QLj"! For 4 x 2 orientation, locate
0
plates 1/8" from outside edge of otrussandverticalweb. I—
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 rotor to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT
MITeic/Gang-Nail Joint/Plats Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFTTO 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
0$
01' continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 93M13-N, 910080-N
BEARING
nA Indicates location of joints at
which bearings (supports) occur.
MiTeko
TU
PANEL
CLIP
FORM016,019 Crn+rD-NnfL Q Of MRO-AM OD
General Safety Nags
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 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, 'rf 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.
0 1993 Mitek Holdings, Inc.
Job I ruse I ruse I ype ty y 89 A ELEV, VW PORCH
14626937
DR2289AP LA ROOF TRUSS 1 1
Job Reference to tionaI
s e r e n ust es, nc. u ar 20 09:09:45age
3-0-0
3-0-0
Scale = 1:10.3
0.00 FIT
1
3
3.0.0
3-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - ii M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.03 Verti -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 FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 10 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP li TOP CHORD Sheathed or 3-0.0 oc purlins.
BOT CHORD 2 X 4 SYP li BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Iblsize) 1=130/0-4-0, 2 =103/Mechanical, 3 = 28/Mechanical
Max Horz 1-102(load case 5)
Max Upliftl =-40(load case 5), 2=-110(load case 5)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=39
BOT CHORD 1-3 = 0
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure 8;
ppartla)Iy;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girders) for truss to truss connections.
3) Provide mechanical connection (by others); of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 110 lb
uplift at joint 2.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert.#6634
WA MM - inert deir4n panusseterw and R&W NOMS ONTWX AND Rb't+ERB6 SM BRMA9 UAW. w aarai®
Design void for use only with Mask connectors. This design Is based only upon paromeisa drown, and k is an Individual building component to be
Installed and loaded vertloolly. Applicabilityof d*slgn paramstaa and proper kxxxporatlon of component Is responslWMty of buldlnq deslgner - not truss
designer. Bracing shown Is Id lotetal support of Individual web members only. Additional tsrmpoiary bracing to Insure stability during construction R the
responslbllty of the enrctot. Additional permanent brbcing of the overall shucture li the respotnstOy of the buldi dedgnet. For general guidance
tegording tobtlaatlon, quality conttot Naage, deNvely, election and biochg, consul OST-ap Quality Standard, 081-e9 Irackg Specification, and NIS-91 ®
Handling lWo1 inp and Stackq RecommerWdbn avalable hom Twfrb ssPlateInstitute, a63 D'OnoDilve. Madison. WI $3719. ` irz
Symbols
PLATE LOCATION AND ORIENTATION
134 *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
A„
7'
For 4 x 2 orientation, locate
plates i /s" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating formal refer to the
MITek/Gang-Nall Joint/Pate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots,
LATERAL BRACING
Indicates location of required
0$
00 continuous lateral bracing.
BEARING
VnA 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 LOWEST JOINT
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 870044-N, 930013-N, 910080-N
19!
0
MiTek®
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 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 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.
O 1993 Milek Holdings, Inc.
FORM016,019
Job Truss Truss Type ty y
14626938
DR2289AP M ROOF TRUSS 3 11
Job Reference to tiana1)
ACCU-PA 1, , sFebI e Industries, nc. ` u Mar 20 09.09:46age
3
t-0-0 1.0.0
Scale a 1:5.9
a.00 F12
2
4
1-0-0 ir2x41.0.0
LOADING'(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - We 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 FBC2001 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 10-0-0 oc bracing.
REACTIONS fib/size) 3=-11/Mechanical, 2=173/0-4-0, 4=10/Mechanical
Max Harz 2=60(load case 4)
Max UpRft3-27(load case 5), 2=-127(load case 4)
Max Grav, 3 - 260oad case4), 2 =173(load case 1), 4=10(load case 1) FORCES (
lb) - First Load Case Only TOP
CHORD 1-2-33, 2-3--40 BOT
CHORD 2-4=0 NOTES
1)
Wind: ASCE 7-98 per FBC2001; 120mph; h - 25ft; TCDL = 4.2psf; BCDL - 5.Opsf; occupancy category 11; exposure B, partially;
MWFRS gable and zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1,33. 2)'
Refer to girder(s) for truss to truss connections. 31
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 127 lb uplift
at joint 2. LOAD
CASEIS) Standard Junaidie
Budiman, Lic,#451 I i 1 Miiek;
lndusties, Inc. 14515
North Outer Forty Drive Suite
300 Chesterfield,
MO, 63017 Cert.#
6634 pwmtrilm •
vertu deviyn paramatm and mul NOTai9 ON TwoAAID ttevaim ftiln Bafrow use. *terQp Design
valid tot use any with MITek connectors. This dedgn is based only upon parameters shown, and is for an IndNMuol building component to be installed
and loaded vetticaq+. Applicablify of detlgn paametea and proper lncwrporotlon of component is respora burly of building designer - not trust designer.
Siccing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure dabOy during construction is the tesponsibaty
of the woollot. Additional permanent brbrcnng of the overall shucturo is the iespondbSSy of the building designer. For general guidance iegoiding
fabrication, quo0y conhol, dotage, delivery, eiection and bracing, car" CBT-84 thtdNy standard. DSB-69 Sraoing Specification. and NIB-91 Handling
hnstastna and $mekng Recommendation available from Trust sniR19. plate ute, 593 D'Onoelo Drive, Madison, WIiTek®
Symbols
PLATE LOCATION AND ORIENTATION
13A * 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
Mirek/Gang-Nail Jolnt/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4perpendicular to slots. Second dimension
is the length parallel to
slots. LATERAL
BRACING Indicates
location of required continuous
lateral bracing. BEARING
W
nIndicates location of joints at which
bearings (supports) occur. ME
0
cr
O
U
a
O
Numbering
System J2
J3 J4 TOP
CHORDS 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 mi!
0
Mffek®
TM
PAN
CLIP
EL
AGeneral
Safety dates 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
114 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.
Comber 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. FORM018,
614
Job Truss Truss Type ty y 89 A ELEV. W/ PORCH
14626939
DR2289AP MA ROOF TRUSS 1 1
Job Reference (0 tigna11
sFebr e Industries, nC. u Mar age
2
1.0.0 12
1-ao
6.00 12 Scale 1:5.9
1
3
1-0.0
2x4 1-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.01 Vert(LL) n/a n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.00 VertiTL) -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 FBC2001 Matrix) 1at LC ILL Min I/defl = 360 Weight: 3ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 1-0-0 oc purlins.
60T CHORD 2 X 4 SYP No.2D SOT 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=36(load case 5)
Max Uplift 1=-130oad case 51, 2=-380oad case 5)
FORCES 0b) - First Load Case Only
TOP CHORD 1.2 -14
SOT CHORD 1-3=0
NOTES
11 Wind: ASCE 7-98 per FBC2001; 120mph; It 25ft; TCDL=4.2psf; BCDL=5.Opst; occupancy category 11; exposure B;
partiaOyMWFRS gable end zone; cantilever left 'and right exposed ;Lumber DOL=1.33 plate grip DOL=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 13 lb uplift at joint 1 and 38 lb -
uplift at joint 2.
LOAD CASE(S) Standard
Junaidie Budiman, Lic,#451 1
Miiek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert.#6634
AWARNING} - vorm design par+tamrttery and stmw :Norris ON T'HI8 AND R68ERB6 awe BaroRt me. rra awr Q
Design valid lot use only with MRek connectors. Thk design Is based onty upon parameten shown, and It to an Individual building component to be
knsloNed and loaded vMflcally. Applicabilityof design parametets and proper Incapotatlon of component Is mspondARy of building dsslpnet - not buss
deslgrner. &acing shown k tot bteral support of Indivldvol web members only. Additional temporary bracing 10 route dabWy dutkng construction k the
tesponslbitly of the erector. Additional pMmonent btbchg of the overall structtne k the tespondblNty of the building deslgnet. not general guidance
fegardkng fabrication, quality conhol, slacge, delivery, erection and bracing, coreull CU-88 Quality Standard, 086.89 bachg Speoftallon, and NR•91
Il'Tandlrqmetallingand6rookqRecommendationavalldbleIsomTrussPlateInstitute, $83 D'Onorlo Drive, Madison, WI63719. M
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/. * 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, property
fie
securely seat, J2 J3 J4 owner and all other interested parties.,
TOP CHORDS
2. Cut members to bear tightly against eachcaQ
other,
o WEBS J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o _ a
Q joint and embed fully. Avoid knots and wane
plates 1 /8" from outside edge of
o
a =
at joint locations.
truss and vertical web. a a
o
4. Unless otherwise noted, locate chord splices
at /4 panel length(+ 6" from adjacent joint,) u
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 formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and
MiTek/Gang-Nail 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 10continuouslateralbracing. 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 transferringWISC/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. i ®
14. Do not cut or alter truss member or plate
without prior approval of a professional
MAAA i lTe'k®
engineer.
15. Care should be exercised in handling,
TM
PANEL
cup
erection and installation of trusses.
1993 Mltek Holdings, Inc.
FORMor8,o1V s""'s-iw"- 0WORO,MR:0 .:. 1 * Is.,
14626940
DR2289AP MT
U-SPAN-I
III
MONO TRUSS Q1 11E
I -1-" 2-6-0 20 11l
1-0-0 2-6-0 .. 3
Scale - 1:9.2
LOADING fpsf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.08 VertILL) n/a - n/a MI120 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 FBC2001 1 st LC LL Min I/defl = 360 Weight: 11 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-0 oc purins, except and verticals.
SOT CHORD 2 X 4 SYP No.21) 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 Horz2 =1180oad case 4) Max
Uplift2=-1070oad case 4), 4= 78(load case 4) FORCES (
lb) - First Load Case Only TOP
CHORD 1-2=17, 2-3-0, 3-4=-85 BOT
CHORD 2-4 = 0 NOTES
1)
Wind; ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partiaNy
MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL-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 107 lb uplift at joint 2 and 78 lb uplift
at joint 4. 5)
Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. LOAD
CASE(S) Standard Junaidie
Budiman, Lic.#451 1 MiTek
Industies, Inc. 14515
North Outer Forty Drivi Suite
300 Chesterfield,
MO, 63017 Cart. #
6634 A
WARma - ver w &con Pwwor owsand Rm No'Fa9oN Tm8 AND R16 mss am aamm vu r.essr Design
vold lot use only with Mffsok connectors. This design k based only upon paromesets shown, and Is to an Individual building component to be I installedandlooodvstticcly. AppkrabWy of design potarrtsten and propet heoporatlon of component is resporablNty of buldkp designs - not fouls designer.
Boocirg shown is for lototal support of Individual web msmbsts only. Addlional temporary boochg to Maas dabOV dutiog condmotbn Is the tespoaibWly
o1 the srookx. AcWfonaff peomonenl lxboiog of the ovetol situctum is the respornWly of the buldiig designer. fat gerwai qukfonaa r }
oegaidingtobolcatkm, qualitycontrol, ttoage, delvsry, srectlon and biaci g, conoult C ST•!aQuality Standard, 086.89 Smoktg Spscinootion, and H S-91 M Tek® lion0ft MolinaandSraeftIteconmerWmatlanavolableatoTiussPlateMaute, 683 D'Onokb Ditvs, Modion, W163719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/,. *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, property
ys .
securely seat, J2 J3 J4 owner and all other interested parties..
TOP CHORDS 2. Cut members to bear tightly against eachcaQ
other.
WEBS J5
3. Place plates on each face of truss at each4*For_ 4 x 2 orientation, locate
o 0
3 ; Qjoint and embed fully. Avoid knots and wane
plates I!s" from outside edge of
O
d at joint locations,
truss and vertical web, a
o
4. Unless otherwise noted, locate chordsplices at /
4 panel length(+ 6" from adjacent joint.) ceC, BOTTOM
CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required
direction of slots in Jt 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-Naii Joint/Plate Placement Chart. FARTHEST
TOTHE 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 gspecified, to
slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins 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 BEARINGothersunlessshown. nA
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 engineer.
1
I1 MiTek® 15. Care should be exercised in handling, nr
PANEL
CLIP
erection
and installation of trusses. 0
1M Mitek Holdings, Inc. FORM18.
019 A t AQ, RO t
Job russ Truss Type ty y PORCH
14626941
DR2289AP P QUEENPOST 3 1
Job Reference to tional)
sFebI eIndustries, nc. u Mar 20 09:09:48age
I 4-4-4 I 845-0 I 12-7-12 + 17.0.0 Is-" I
1-0.0 4-4-4 4-1-12 4-1-12 4." 1-0.0
Scale: 3W-1
4x8
4
0,00 52
2x4 2x4
3 5
2 8
3x4 = 8 3x4 =
5x8 =
8-60 17-0-0
a-"
Plate Offsets -
LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.23 Vert(LL) 0.03 6-8 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.10 2-8 >999
BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TQ 0.02 6 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 360 Weight: 77 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-1 oc purlins.
SOT CHORD 2 X 4 SYP No.2D SOT CHORD Rigid ceiling directly applied or 9-6.8 oc bracing.
WEBS 2 X 4 SYP Nv.3
REACTIONS (lb/size) 2 - 871 /0-8-0, 6 = 871 /0-8-0
Max Horz 2-1170oad case 4)
Max Uplift2--435(1oad case 4), 6=-4350oad case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=23, 2-3--1169, 3-4=-900, 4-5=-900, 5-6=-1169, 6-7=23
SOT CHORD 2-8 = 964, 6-8 - 964
WEBS 3-8=-251, 4-8-417, 5-8=-251
NOTES (4)
1) Unbalanced roof live (cads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001 120mph; h-25ft; TCDL=4.2psf; BCDL-5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1.33.
3) Provide mechanical connection Iby others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 2 and 435 lb
uplift at joint 6.
4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED
LOAD CASE(S) Standard
Junaidie Sudiman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Dri ve
Suite 300
Chesterfield, MO, 63017
Cert. #6634
AWARNWO - Ver{ fy deai" pamaw era and READ NoTaB ON TA78 AND R6IIERB6 awe BiS1 oAx UB6. ssrassse l®
Design vold /or use, only with MMek connectors This design is based only upon porametes shown, and is for an hdWual building component to be
Instated and loaded vertically. Appi¢abWy of design parameter and props hcotpotation of component is mspons bOy of building dagnar - not ttuu Eldesigner. Mooing shown is for lateral support at IniWidual web members only. Additional tempixary brocing to Insure stability during condruction b the
retponslbRty of the woolat.:Addisbnal permanent brlsckV of the overal shucture Is the rssponsR111ty of the buWing designer. For general guidance
tegardhg tabrleatbn, quality control storaae, delmry, election and txacing, consult CST -BB' Quality Standard, DSB-09 Bracing Sp"M cafbn, and HIB-91
Hantd0no kataMlna and Bracing Recommendation available hom Truss Plate ew. hstltute, bag D'OnolrloDr. Madison, W153719. MiTek®
Symbols Numbering system AGeneral safety Motes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
10, a>>. *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, propertysecurelysent. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2, Cut members to bear tightly against eachu
other.
O , J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate i - ,Q joint and embed fully. Avoid knots and wane
plates/a" from outside edge of
v o
a at joint locations,
truss and vertical web. a 4. Unless otherwise noted, locate chords icespfIAatpanellength(* 6" from adjacent joint,) I CS CIOo
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in Jt 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 LEFTTO 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 parallel9pa 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. Boftom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e 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.
nA 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
MiTeko
engineer.
15. Care should be exercised In handling,
CLIP
PANEL
TM erection and installation of trusses.
0 1"3 M#ek Holdings, Inc.
Foanate,oiv a"'"-"e'a' NYDRr<7tAlA® t ,
Job russ Truss ype ty y V. W/ PORCH
14626942
DR2289AP P7 ROOF TRUSS 1 1
Job Reference (o tiona1)
ACCU-SPAN-T 1, , s e I eInd-s r es, nr:. u Mar 20 09:09:49age
1-0.0 4-0 8 I 7.0-0 1 10.0-0 I 12-11-8 17-0.0 f 18-0-0i )
1_" 4-0-8 2-11-8 3-0-0 2-11-8 4-0-8
Scale = 1:31.5
8x10 = 5x10 =
3.00 12 4 5
2x4 ZZ 2x4
3 8
N
2 7•
yy
8
1"l
Us = 10 9 3x8 =
Us = 5x8 =
7-" I G-" 17.0.0
7-ao 3.0.0 7.0-0
Plato onsets .
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES (TRIP
TCLL 30.0 Plates Increase 1.33 TC 0.61 Vert(li 0.31 9 >628 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TU -0.39 9 > 506
BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.10 7 We
BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 75 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP li 'Except* TOP CHORD Sheathed or 2-9-13 oc purlins.
4-S 2 X 6 SYP No.2ND SOT CHORD Rigid ceiling directly applied or 3-7-15 oc bracing.
SOT CHORD 2 X 4 SYP No.2D *Except*
2-9 2 X 4 SYP NoAD
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2-1633/0-8-0, 7 =1633/0-8-0
Max Horz 2=-51(load case 5)
Max Uplift2=-1012(load case 2), 7=-1012(load case 3)
FORCES ;(fb) - First Load Case Only
TOP CHORD 1-2 = 9, 2-3=-4930, 3-4 - -4803, 4-5 =-4736, 5-6 = -4803, 6-7 = -4930, 7-8 = 9
BOT CHORD 2-10 = 4745, 9-10 = 4736, 7-9 = 4745
WEBS3-10=-76, 4-10=753, 5-10=-0, 5.9=753, 6-9=-76 NOTES (
7) 1)
Unbalanced roof live loads have been considered for this design. 2
Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;
MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33, 3)
Provide adequate drainage to prevent water ponding. 4)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1012 lb uplift at joint 2 and 1012 lb
uplift at joint 7. 5)
Girder carries hip end with 7-0-0 end setback 6)
Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 432.51b up at 10-0-0, and 603.
21b down and 432,51b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer.
7)
THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD
CASE(S) Standard 1)
Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform
Loads (plf) Vert:
1.4--74,0, 4-5=-160.3, 5-8=-74.0, 2-10=-20.0, 9-10--43.3, 7-9--20.0 Concentrated
Loads (lb) Vert:
9=-603.2 10=-603.2 Junaidie
Budiman, Lic.#451 1 li
Industies, Inc. 14515
North Outer Forty Drive Suite
300 Chesterfield,
MO, 63017 Cert. #
6634 WARMNG -
Virr(& daa4p% pan metem and R&W IVOTMB ON TWS AND A6VBMW hill iitlC"JW USC. arrase Design
vald tot use only with MRak connectors. TMR design R bared only upon parameter shown, and Is for an indlvlaual building component to be installed
and boded verfli Applicability of Wslpn poramai and proper kompoiatbn of component It tesponsRNNty of building designer - not truss designer.
Siccing shown Is far lateral support of Individual web members only. Additional temporary bracing to haws stability during construction It the iesponsblity
of the •tecta. Additional permanent brbclng of the overall structure Is the slbN tespcnRinid y oftbuildingdesigner. For general guidance tegoidkp tabrbdtlon, quality
control distorage. d6reatbn and bracing, consul CST•aa duality Standard. Dill-89 Ilrocing Specification. and HI/-91 Handling Watoli and 11=
11g RecommeiWallon ovolPlate ci from Tiuss lnsHlute. 883D'Onottlo Dille, Madison, W 153719, M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/, * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobathsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat.
f/e„ J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachG1
other.
J5
XO0aWE
3. Pk3ce plates on each face of truss at each
For 4 x 2 orientation, locatevO joint and embed fully, Avoid knots and wane
plates I/s"from outside edge of a4.
at oint locations.
truss and vertical web, a Unless otherwise noted, locate chords iicesPFAI/4at panel length(+ 6" from adjacent joint.) ce C,o
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in Ji 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 formal ref*r to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and
MITek/Gang-Nail Joint/Plats Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFTTO 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 bearing (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
0 CUP
erection and installation of trusses.
41993 Mitek Holdings Inc.
FORMQ18,019 z°'' HYMO-AIA® S.
o russ russ ype ty y. W1 PORCH
14626943
DR2289AP PGAB OUEENPOST 1 1
Job Reference to tiona1
s e e n ustnes, nc. u Mar : : age
1-0-0 444 I 8-8.0 1 12-7-12 17.0-0 1 184)-0
1.0-0 444 4-1-12 4.1-12 444 1.0.0
Scale: alit`-1'
06
4
r
2x4 II 2x4 II
e.o0 12
7x8 7x8
3 5
2x4 11 2x4 11
0 0
2 11II
it U7 ld
2x411 2x411 2x411 a 2x411 2x411 2x411
3x4 = 3x4 =
5x8 =
8.8-0 17 0-0
8.8-0 8b-0
Plate Offsets : -
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.23 Vert(LL) 0.03 6-8 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TU -0.10 2-8 >999
BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.02 6 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 360 Weight: 96 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-1 oc purlins.
BOT CHORD 2 X 4 SYP No.2D SOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
REACTIONS (lb/size) 2 = 871 /0-8-0, 6 = 871 /0-8.0
Max Harz 2 =117(load case 4)
Max Uplift2 = -435(load case 4), 6--435(load case 5)
FORCES (lb)'- First Load Case OnlyTOPCHORD1-2-23, 2-3=-1169, 3-4--900, 4-5=-900, 5-6=-1169, 6-7=23
BOT CHORD 2-8 = 964, 6-8 = 964
WEBS 3-8--251, 4-8-417, 5-8=-251
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL-S.0psf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-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 435 lb uplift at joint 2 and 435 lb
uplift at joint 6.
6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED
LOAD CASES) Standard
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert.#6634
WAIT - Ver ft desslyn panumt on and RN" AT0728 ON 7H1'8 AND RE VERSE 8M .911WORE USE. 40
Design vasd lot use only with M1Tek conneatas. This design Is based only upon parameter shown, and k lot an Individual building component to be
Instated and loaded vertk3aly. Applicability of design parameter and peopee Irecorpotatlon of component k mitponslblilly of building designee - not truss
designee. Btocing shown k lot MHwal support of Individual web members only. Additional temporary bectoing to Insure stability during consltuclion Is the
tespohsiblllly of the eleatot. Additional petmanent tAecing of the overall structure is the responslblifty of the building designee. Foe gemal guidance
regarding lcbebation, qualty confect s Wage, depvsry, emotion and bedckng, consult GST•811 Quality Standard. 031.89 Bracing Specification, and HIS-91
Handling Instai n alliandImgBnd eoommealionavollable hornTruss Plats institute, $83 D'Onohio Delve, Madison, WI53719. MiTek
Symbols Numbering System AGeneral Safety Notes
PLATE, LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13A * 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,
8„
J2 J3 J4 owner and all other interested parties..
TOP CHORDS 2. Cut members to bear tightly against eachu
other.
o J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o Qjointz and embed fully. Avoid knots and wane
plates r/8" from outside edge of
0 O
a4,
at joint locations.
truss and vertical web. oa Unless otherwise noted, locate chords icesl
o at 1A panel length(* 6" from adjacent joint.) ce I. -
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 pfafing formal refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Comber is a non-structural consideration and
Mitek/Gang-Nafl 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 X 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
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.
nA 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
Welk-
engineer.
15. Care should be exercised in handling,
TPA
CLVEL
erection and installation of trusses.
0 1"3 Mitek Hollings, Inc.
FORM018,010
Job Truss Truss ype ty y
14626944
DR2289AP Pi ROOF TRUSS 3 1
Job Reference to tional)
ACCU-SIM 1, , , e e r e n ustrras, nor. u Mar 20 09:09:50age
1-0-0 7-ar
1.0-0 7-" 3
Scale = t 3.1
3.00 F12
2
4
U4 =
7-0.0 - — -
7-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.20 1 >83
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 We
BCDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min I/defl = 360 Weight: 23 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.
REACTIONS (Ib/size) 3=234/Mechanical, 2=422/0-8-0, 4=66/Mechanical
Max Harz 2 =12Siloed case 3)
Max Uplift3=-209(load case 5), 2=•187(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=17, 2-3=48
BOT CHORD 2-4=0
NOTES (4)
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=S.Opsf; occupancy category 11; exposure B;
partiallyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plategrip DOL=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 209lb uplift at joint 3 and 187 lb
uplift at joint 2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#461 1
MiTek Industies; Inca
14615 North Outer Forty Dr ve
Suite 300
Chesterfield, MO, 63017
Cart. #6634
A WARmG - Verm deelyn parameters, and READ NOT6a ON Two AND Rxvzmw 13tDa asrom ust. ®
Design valid for use only with Mlr•k connectors. this design It based only upon parameter shown, and It for an Individual building component to be
installed and loaded ventcalty. Appltcabilty of design parameters and proper Inc tporation of component Is responst 0y of building designer - not truss
designer, Bracing shown It fa ioteial support of Individual web members only. Additional temporary broclng to Ynuie stability during construction to the
responsiblley of the ereclot. Additional permanenl brbckp of the overall structure Is the iesponablilly of the building designer. Fos general guidance
tegaiding fabrication, quality conhal. storage, dellvery, erection and bracing, consult 037-88 Quality Standard, 039•89 Bracing Specification, and N1R*91
Handling Installing and /racing Recommendaillon available from Truss Plate instltute, 683 D'Onohlo Delve, Madison, WI63719. M Tek
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
137. *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. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachc2
other.
0 J5
a 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate i - , a
aZ-2-
joint and embed fully. Avoid knots and wane
plates/e" from outside edge of
0
a
at oint locations.
truss and vertical web. o a
o
4. Unless otherwise noted, locate chords icespl1/
4at 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-NalI 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 rCB 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 withwhichbearings (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
CUP
erection and installation of trusses.
41993 Mtek Holdings, Inc.
FORM018,019- 0. s
Job Truss TFuss Type ty Y
14626945
DR2289AP PK ROOF TRUSS 4 1
Job Reference {o tiona1)
sFebr e Industries, nc. u Mar 20 U9:09:51age
too sac
0-0 5-0-0
A0.o
3.00 FI2
2
t
4
3x4 =
5-0-0
5.0.0
LOADING-Lpsf) SPACING 2-0-0 CSI DEFL in (Ioc) Well PLATES GRIP
TCLL 30.0 Plates increase 1.33 TC 0.25 Vert(I-Q n/a n/a M1120 249/190
TCDL 7.0 Lumber increase 1.33 BC 0.08 Vert(TL) -0.06 1 > 259
SCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min 1/defl = 360 Weight: 17 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins.
SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS Ub/size) 3-155/Mechanical, 2-333/0-8-0, 4-46/Mechanical
Max Harz 2 - 91(load case 3)
Max Uplift3 = -1 45(load case 5), 2=-164(load case 2)
FORCES hb) - First Load Case Only
TOP CHORD 1-2 =17, 2.3 - 32
BOT CHORD2-4-0 NOTES (
4) 1)
Wind. ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;
MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL-1.33. 2)
Refer to girderls) for truss to truss connections, 3)'
Provide mechanical connection Iby others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 3 and 164 lb upliftatjoint2. 4)
THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD
CASE(S) Standard Junaidie
Budiman, Lic.#451 1 MiTek'
Industies, Inc. 14515
North Outer Forty Drive Suite
300 Chesterfield,
MO, 63017 Cert. #
6634 WARMNO -
V*rJ& dd sign paranwtere and X"D NOTES ON TKIS AND RBVZRXX SWZ EEFOAB vets. Design
vaSd for use only with MRek connectors. This design It based only upon parameters shown, and is tot an Individual building component to be Instated
and loaded verllo". ApplicabMly of design parameters and proper Incorporation of component to responsibility of building designer - not truss designer.
Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insuie stability during construction is the responslbUity
of the erector. Additional permanent bracing of the overall structure is the respohsibSl y of the butding designer. For general guidance ieWiding
labrlaatbn, quality control. storage, delivery, ereeTlon and bracing, consull OST48 Quality Standard, DSI-aV Iraefng Speaftalion, and HIS-91 iTek® HandlingIndalllnaandSracipRecomrnendationavallablefromTrussPlateInstitute, 563 D'Onofrlo Drive, Madison, WI63719. M
Symbols Numbering system AGeneral safety Motes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t3/., * 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, property
ye,.
securely seat. J2 J3 Ja owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each
other.
J5
o- WEBS 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
0
Q joint and embed fully. Avoid knots and wane
plates I/a" from outside edge of
0
a.
4.
at joint locations.
truss and vertical web. a
o
Unless otherwise noted, locate chords lices
I P
at /a panel length(+ 6"from adjacent joint.) ce
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in Jt 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
MTek/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 SIB
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 puriins
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.
nA 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
MTek®
engineer.
15. Care should be exercised in handling,
TM
Z @=
erection and installation of trusses.
1993 Mitek Holdings, Inc.
FORM018,019 G+4NO-1VIYt
Job russ Truss Type ty 1 y
14626946
DR2289AP PL ROOF TRUSS 4 1
Job Reference (o Lionel)
sFebi e Industries, no. u Mar 20 09:09:51age
3
144 3-0-0
1-04 3-0-0
1:e.9
f 3.00 12
v
2
1
4
3-0-0
3-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP
TOLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 SC 0.03 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 FBC2001 Matrix) Ist LC LL Min I/defl - 360 Weight: 11 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc puffins.
SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3 = 70/Mechanical, 2 = 250/0-8-0, 4 = 26/Mechanical
Max Horz 2=570oad case 3)
Max Uplift 3=-79Aoad case 5), 2=-147(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=17, 2-3=-34
BOT CHORD 2-4=0
NOTES (4)
1 Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category II; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL-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 79 lb uplift at joint 3 and 147 lb
uplift at joint 2.
4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED
LOAD CASES) Standard
Junaidie Budiman, Lic.#451 1
MiTek lndusties; Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert.#6634
wAmNQ - Virt& deal" ps rssmetera and READ Norza oxT=9 AND RZYZRSz BIDz 9Lrr w vw. ®
Design voNd for use only with MRek connectors. This design Is based only upon parameters shown, and k for an Individual building component to be
installed and loaded Vertically. Applicability of design parameters and proper Incorporation of component Is tesponskNsty of building designer - not truss
designer. Bracing shown k tot lotmal support of Individual web members only. Additional temporary bracing to Imute stabRly during construction If the
tesponsibRty of the etectot. Addillonal permanent biba at the ovmat structure k the responslbaty of the buNdknq designer. For general guidance
regoiding fabrication, quallty control. storage. del"ty, erection and bracing, co nsut OST-ore Quality standard, 039-89 Bracing Specification, and HIS-91
Handling Installina and Bracing Recommendation avatabls from Truss Plate Institute, $83 D'Onof to Drive, Madison, WI 53719. MiTek
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Properly
13/4. * 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.
e
J2 J3 J4 owner and all other interested parties..
4 TOP CHORDS
2. Cut members to bear tightly against each3
other.
o WEBS J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o _ 0
3 ; ; 0 joint and embed fully. Avoid knots and wane
plates /s" from outside edge of
V o_
a ti at oint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chordsplices I14
atpanel length(* 6" from adjacent joint,) ceC, 6 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 THETRUSS STARTING AT THELOWEST JOINT 7, Comber is a non-structural consideration and MITek/
Gang-Nail 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. toslots. 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 ff. spacing, or less, 'rf 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 BEARINGothersunlessshown. 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 after truss member or plate without
prior approval of a professional MiTek®
engineer.
15.
Care should be exercised in handling, cLt
TM
PANEL
erection
erection and installation of trusses. 3
Mitek Holdings, Inc. wRM
8,oio oa"w-",n" NYEWO-WAS if , '
Job Truss Truss Type Qty Ply 2289 A ELEV. W/ PORCH
14626947
DR2289AP PM JACK 4 1
optional)
ACCUSPAN-TH, LONGWOOD, FL, GORKA G. 5.000 s Dec 17 2D02 MiTek Industries, Inca Mon M 24 09:24:40 2003 Page 1
1-" 1-2-0
1-" 1-2-0
Scab - 1:4.9
2 3.00 12
1
395
4
1-2-0
1-2-0
Plate Offsets Y : 2:0-1410-1-8 LOADING (
psf) SPACING 2-0-0 CSI DEFL in (hoc) Vdefl PLATES GRIP TCLL
30.0 Plates Increase 1.33 TC 0.06 Vert(LL) Na - Ma W120 2491190 TCDL
7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 1 >999 BOLL
0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Ma BCDL
10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 5 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 1.2-0 oc purlins. BOT
CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc tracing. REACTIONS (
Ib/size) 3=7/Mechanical, 2=167/0-1-8, 4=11/Mechanical Max
Harz 2=32(load case 2) Max
Uplitt3=-30(load case 5), 2=-116(load case 2) Max
Grav3=10(load case 4), 2=167(load case 1), 4=11(load easel) FORCES (
tb) . First Load Case Only TOP
CHORD 1-2=17, 2-3=-21 BOT`
CHORD 2-4=0 NOTES (
5) 1)
Wind: ASCE 7-98 per FBC200l; 120mph; h=25ft; TCDL=4.2psf, BCDL=5.Opsf; occupancy category 11; exposure B; partialty;MWFRS gable end
zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=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) 2. 4)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 3 and 116 lb uplift at joint 2. 5)
THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD
CASE(S) Standard Junaidie
Budiman, Lic.#451 1 MiTek
Industies, Inca 14515
North Outer Forty Drive Suite
300 Chesterfield,
MO, 63017 Cert. #
6634 A,
WAmNa - Ver{fjt des(on pwwnetem and READ NOTES oN Tim AND item 36 sme Bir"i tzuse. ors. Design
voNd for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an IndMdual bulding component to be Installed
and loaded vertloally. Applcablity of design parometers and proper Inccipotatlon of component Is respornlbMty of buNding designer - not buss designer.
Bracing shown Is lot lateral support of Individual web members only. Addlbnal temporary broclrp 10 knute dobmy duing construction Is the tesponslbllty
of the erector. Additional permanent bilsoing of the ovetal structure It the tesponslbBity of the buNding deslgnet. For general guidance regarding
lobrloation, quality control, storage, delivery, erection and bracing, consult OST-94 Quality standard. DSS-89 Vacing Specification, and HIS-91 MiTek® HandlingInstallingTringandBracingRecommendationavailablefromussPlateInstitute, 683 D'Onoelo Grlve, Madison, WI53719.
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.
As„
a"4
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 formal refer to the
MiTek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
0
cc
U
a
O
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWEST JOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
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
4e continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
BEARING
which bearings (supports) occur. gnA Indicates location of joints at
oe
WISC/DILHR 870040-N, 930013-N, 910080-N
N!
0
MiTek®
TM
PANEL
CLIP
FORM018,019 dAM6 A2 ® 'RQ1iIQ
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.
1 M Mitek Holdings, Inc.
11 4 . ,
DR2289AP IPS ROOFTRUSS
Oty F
2 1
2289 A ELEV. W/
14626948
B
1 5-0 5-7-1 9-10-13
1.5.0 5.7.1 4312
Scale - 1
3.4 =
5.7.1 9-10-13
LOADING (psf) SPACING 2-0-0 CSI DEFL in Roc) VdeH PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.07 6-7 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.12 6-7 >976
BOLL 0.0 Rep Stress Inca NO WB 0.49 Horz(TL) 0.02 5 n/e
BCDL %0 Code FBC2001 Matrix) 1st LC LL Min Well - 360 Weight: 39lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-0 oc pudins.
BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 7-7-12 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (Ib/size) 4=296/Meehanical, 2=51310-11-5, 5=442/Machanical Max Horz 2=
149(load case 2) Max Uplift4tt-249(
load case 5), 2=-274(load case 2), 5=-135(load case 3) FORCES (Ib) - First
Load Case Only TOP CHORD1.8s14,
2-8=14, 2-3-1548, 3-4=38 BOT CHORD 2-7=
1504, 6-7=1504, 5-6=0 WEBS 3-7=160,
3.6=-1553 NOTES (4) 1) Wind:
ASCE 7-
98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL-5.0psf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left
and right exposed- ;Lumber DOL=1.33 plate grip DOL=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 249 Ill uplift at joint 4, 274 lb uplift at joint 2 and 135 lb uplift
at joint 5, 4) THIS TRUSS DESIGN
CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard
1) Regular. Lumber Increase=
1.33, Plate Increase=1.33 Uniform Loads (pit) Vert:
11-8=-74.
0 Trapezoidal Loads (pif) Vert:
8=0.0-
ta4-183.1, 2=-1.7-to-5=49.5 Junaidie Budiman, Lic.#451
1 MiTek Industies, Inc. 14515
North Outer Forty
Drivi Suite 300 Chesterfield, MO,
63017 Cert. #
6634 wAttiK M -
V.ro
d.*Wn paran. m and X&V ]IT0rX8 ON Tarts AND ltBVXJ 96 MW SNPOM USX. ••aiiiii® Design valid for us*
only with MITek connectors. Th% design is based only upon parameten shown, and Is fig an hdMdual building component to be InstoNed and loaded vertically.
Applicability of design porameten and proper Incoiporallon of component Is responsibility of building designer - not truss designer. Bracing shown Is
tot lateral support of Wividual web members only. Additional temporary bracing to Insure stability during oondiuction is the responsibility of the eleatot.
Additional permanent briscing of the overall structure Is the responsibility of the building designer. For general guidance regarding tabilcati m, quality
conhot storage, delivery, erection and bracing, consull QST-85 Quality Standard, DSI.69 Bracing Specification. and 14I1-91 MiTek Handling InstallIna and StoolrlgRecommendationavollablefromTrussPlateInstitute. 593 D'Onoilo Drive, Madison, Wl53719,
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/. * 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. J2 J3 J4 owner and all other interested parties.,
TOP CHORDS 2. Cut members to bear tightly against each14C2C3
other.
o WEBS
J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locateQl"':nplates
o _ 0 joint and embed fully. Avoid knots and wane
1 /e" from outside edge of
o
a . _ at joint locations.
truss and vertical web. a 4. Unless otherwise noted, locate chord splices
O at r/4 panel length(+ 6" from adjacent joint.) ca C, C6
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 piaNng format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
MtTak/Gang-Nail 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.
Id! 14. Do not cut or alter truss member or plate
without prior approval of a professional
Milek® engineer.
15.
Care should be exercised in handling, rM
PANE!
CLIP
erection
and installation of trusses. 01
M Meek Holdings, Inc. FORM018,
019 111yi0Rafl%a ® 4
Job Truss Truss Type Qty Ply 2289 A ELEV. W/ PORCH
14626949
DR2289AP S ROOF TRUSS 2 1
o tional
ACCU-SPAN-TH, LONGWOOD, FL, GORKA G. 5.000 s Dec 17 2002 MITekIndustries, Inc. Mon Mar 24 09:25:54 2003 Page 1
1-" l 5.2-5 9.10.131
1-5-0 5.2-5 4.8-7 4
j SteM 1:20.2
d
4.24 12 3X4
3
2
Li
r20 II a 5
3.4
2x4 =
5-2-5 9.10-13
5.25 4.8-7
LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Udefl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.04 6.7 >999 W120 2491190
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 FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 42 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins.
SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-1-14 oc tracing.
WEBS 2 X 4 SYP No.3
REACTIONS (Ib/size) 4=311/Mechanical, 2=523/0-5-11, 5=429/Mechanical
Max Horz 2=307(load case 2)
Max Uplift4=-291(load case 5), 2=-242(load case 2), 5=-157(klad case 3)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=35, 2-3=-942, 3-4=76
BOT CHORD 2-7=863, 6-7=863, 5.6=0
WEBS 3.7=166, 3-6=-941
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf, BCDL=5.Opsf, occupancy category 11; exposure B; parbally;MWFRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girders) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 291 lb uplift at joint 4, 242 lb uplift at joint 2
and 167 lb uplift at joint 5.
LOAD CASE(S) Standard
1) Regular. Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (pIQ
Vert: 1-2=-74.0
Trapezoidal Loads (plf)
Vert: 2=444o-4=-183.1, 2=0.0-to-5=49.5
Junaidte Sudiman, Lic.#451 1
MITek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert.#6634
WARMNO - Vir(* dsrstyn pssraewtere and READ NUMB ON THIS AND REVERSE SIDE RXF0RE UBE. ss sas
Design valid for use only with Mltek connectors. This design Is based only upon parameters shown, and Is to an Individual bul ding component to be
Installed and boded venk.dlly. AppMocbMly of design paromefen and poper hcorpototlon of component Is responsbMty of building designer - not huss
designer. Siccing shown is to Wolof support of Individual web members only. Additional temporary bracing to haute slablllty duting consttuetbn It the
responsibilliy of the etectot. Additional petmanent b4ickp of the overal shuclule Is the tespohsbM y of the building designoi. For genetal guidance
tegarding lobticalbn, qualify conhot tlatage, delivery. erection and brocing, consull OST-86 Quality Standard, DE11-89 Sroc" SpeoMloctlon, and Hill-91
Mandl" InstaBlna and Snseing Reoarrrmenddlon available horn Ttua Plate Ins1 Nut*, 583 D'Onohb DtNe. Madison, Wi 53719. M IT i.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
01 t 3/44 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS 2. Cut members to bear tightly against eachac3
other.
WEBS
J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o 0
ax joint and embed fully. Avoid knots and wane
plates IIs" from outside edge of
v o
a _ at joint locations.
truss and vertical web, o a
o
4. Unless otherwise noted, locate chord splices
at'/4 length(+ 6" frompanel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in J 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-Nate Joint/Plate Placement Chart. FARTHEST TO THE LEFT, is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFTTO 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 puriins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. 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
M iTek®
engineer,
16. Care should be exercised in handling,
TM
PANE,L
CLIP
erection and installation of trusses,
01993 Mitek Holdings, Inc.
to-iyy u:iNM rKUM
CITY OF SANFORD ELECTRICAL. PERMIT APPLICATION
Permit Number: Date:
The undersigned hereby applies for a permit to ipstall the following electrical:
Owners Name:
Address of Job:
Electrical Contractor: /c,.
Residential: Non -Residential:
Number Amount
Addition Alteration, Repair (Residential & Non -Residential
New eaident al:
rvlCe
New C me • . r
AMP Service
Change v Service:
From AMP 39WG to AMP Service
Manufactured Building
Other.
Da on o Work:
w
Application ee: 1+0;00
r
TOTAL OUE:' ,,; SO, 00
r
By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code.
Xp-olcanll Signature
ttate License Number