HomeMy WebLinkAbout231 Belgian Way - BR02-000796 ((BAKERS CROSSING) (SFR) DOCUMENTSPERMIT ADDRESS
CONTRACTOR Dt
ADDRESS
PHONE NUMBER
PROPERTY OWNER
PHONE NUMBER
o R Horton Nat'l Dr #102
6250 Hazeltine
FL 32922
Orlando, (401)851'9101
CBC 055300
ELECTRICAL CONTRACTOR I p G- U5
MECHANICAL CONTRACTOR Ai
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
SUBDIVISION oi s
no
PERMIT # , DATE
PERMIT DESCRIPTION
PERMIT VALUATION
SQUARE FOOTAGE 242,77
CITY OF SANFORD PERMIT APPLICATION
Permit No.: a - I q L Date:
Job Address: -Z5
Permit Type: Building Electrical Mechanical Plumbing Fire AlaruL1Sprinkkr
Description of Work '5FW
Additional Information for Electrical & Plumbing Permits
Electrical: _Addition/Alteradon _Change of Service Temporary Pole New AMP Service (# of AMPS )
Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional)
DI-.mng/CommercIal: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines
oir cal c
Occupancy Type: Residential _Commercial _ Industrial
Type of Construction: .81 K Flood Zone:
Parcel No.
Tot:d Sq Ftg: Value of Work: S
3-7-1 `d
Number of Stories:_ Number of Dwelling Units: -1
Attach Proof of Ownership & Legal Description)
Owner/Address/Phone: Q I-iCa7 AW Zd O _ ` e, 5-q - Q l O 1
1P2 Ai t's2- t' PMOOLk LOol
S -q 10
l_ 32 3ZZ
Contractor/Address/Phone:RGr- I
1.102 Co—_ State Licettso Number. C(OSS
Contact Person: FATC. GO v Phone & )Fax Number. -A6-• /aS-q -9 l01 4 cqauq czza Title
Holder (If other than Owner): N % Address:
BondingCompany:
Address:
Mortgage
Lender: Address:
Architect/
Engineer A•g•iEt J Cgp)F' Phone No.: Address:
eA NSR• 34 SE, . 1tS1III PTFI 32a1 Fax No.: 404 (294 - 4O71-'a Application is
hereby made to obtain a permit to do the work and instialations as indicated I certify that no work or ilutallation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES,
BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S
AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT. NOTICE: In
addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in
the public records of this county, and there may be additional permits required from other grncr=cntal entities such as water management
districts, state agencies, or federal agencies. Acceptance of
permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. EJ- 7
1
eof
Owner/Age Date I of Contractor/Agent Date Al Nc
t n c Prin er/
Agent s Name Print,Con ctor Agctunc tore o o
of.Floris,._. Date — t h1Rt?ry-Statc of Florida Date ti .,"...y...s...-
UTA 101 P;
aRV,",
I.. G?UL'f,.,,: ; ,pf F<o PATRICIA L. COULTON pry Csu•r:
C1:. 7/2".(,TayoMyComm w PUBLIC P• 712fi/20o2 No. CC 762427
Persor OI ' i)
Other I.D. f enommly Owner/Agent is
Personally Known to Me or Contractor/Agent is Penally Kriow13 to ?& or Produced ID Produced
ID APPLICATION APPROVED BY:
S Date: Special Conditions: 6
140' zo.:' GP u o. . <<-n
CITY OF SANFORD ELECTRICAL PERMIT APPLICATION
Permit Number: 12? — ! q 6 Date: 1 —(o '02
The undersigned hereby applies for a permit to install the following electrical:
Owner's Name: t . 9- • HV"--fOv,
Address of Job: Z-3 ram•. V I -- S
Electrical Contractor:
Residential: Non -Residential:
Number Amount
Addition, Alteration, Repair (Residential a Non -Residential)
New Residential:
l-.M,P Service SD _
Nev., Commercial:
AI0P Service
Change of Service:
From AMP Service to AMP Service
Manufactured Building
Other:
Description of Work:
Application Fee: S10.00
TOTAL DUE: S•
By Signing this application I am stating that I am in compliance \•:ith City of Sanford Electrical Code.
Applicant's Signature
54 - Do I s24Z
State License Number
n3rc2c "-
RiF+AlA`. CL'yyrr
li
ir rl0^IP* of
Atr o it •'
CITY OF SANFORD PLUMBING PERMIT APPLICATION
Permit Number:0- -74 6 Date: b Z
The undersigned hereby applies for a permit to install the following plumbing:
Owner's Name: 0 eroi , iJS % O/t 1" ,5
Address of Job: 23 l g e l9/AN (,N,4V Es -
Plumbing Contractor: l S
i
Residential: Non -Residential:
L111719/W,6
Number Amount
Addition Alteration Repair Residential & Non -Residential
New Residential:
One Water Closet Z
Additional Water Closet c>0
Commercial: Minimum Permit Fee $25.00
Fixtures Floor Drain Trap
Sewer Piping
Water Pi in
Gas Piping
Manufactured Building
Description of Work:
Application Fee: 10.00
TOTAL DUE: ?i A 00
By Signing this application I am stating that I am in compliance with City of Sanford Plumbing Code.
Applicant's Signature
State License Number
THIS INSTRUMENT PREPARED BY:
Patricia L. Coulton
D.R. Horton, Inc.
6250 Hazeltine National Drive, Ste.: 102
Orlando, Florida 32822
lilt ilia RINIIN11Kill UI1INlaollu1"MINIMIME MARYAWE
MORSE, CLERK OF CIRCUIT COURT SEMINIX-
E COUNTY BK
04407 PG 0089 CLERK'
S # 2002A78039 RECORDED
05/14/2002 12:32:57 PM RECORDING
FEES 6.00 RECORDED
BY G Harford RECORD
AND RETURN TO: D.
R. Horton Inc. I 6250HazeltineHazeltineNationalDrive, Ste.: 102 v 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) 7, 33, 34, 42, 54 and 56 Bakers Crossing Phase 1 Plat Book 60, Page(s) 27- 29, 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 M 0-
2— ontractor: D.R. Horton, Inc. Phone #: Fax M ddress:
6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (
if any): Address:
Phone #: Amount
of bond: $0.00 Fax M Lender:
Phone #: Address:
Fax #: Persons
within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by.Section 713.13(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 in Section
713.13(1)(b), Florida Statutes: Name:
Address:
Expiration
date of Notice of Commencement: (the expiration (late is one (1) year from the date of recording unless a different
date is specified): D.
R. Horton, Inc. 0
by:
c• Robert
A. Laws ssistant Secretary Corporate
Sea]) STATE
OF FLORIDA COUNTY
OF ORANGE The
foregoing instrument was acknowledged before me this day of 1200f, byyWiRobert
A. Lawson, Assistant Secretary of D.R. Horton, lnc., a e aware Corporation, on behalf o the corporation. She
is personally known to me. F40
PATRICIA L. COULTON PUBLR9
My Comm UP. 7/26/2002 C
No. CC 762427 Notary
Seal CERTIFIED
COPS MARYANNE
MOREL JERK
OF CIRCUIT COUR' a
E
C NTY. FLOM J
1 / Uri
MFR
CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building located at
231 BELGIAN WAY for
which permit 02-00000796 has heretofore been issued on 3/11/02
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 _ i, f , , c , complies with all the
building, plumbing, -"electrical, zoning and'subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL Subdivision Regulations Apply: Yes No
DATE APPROVAL
BUILDING: FIRE:
Finaled Inspected
ZONING:
Inspected
UTILITIES:
Water
Lines In
Meter
Set
Reclaimed
Water
ENGINEERING:
Drainage
Maintenance " .
Bond
PUBLIC WORKS:
Street
Name
Signs t;
Storm
Sewer
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-DEFERRED RADON GAS
01-DEFERRED TRANSPORT IMP
Sewer
Lines In
Sewer
Tap
Street
Paved
Street
Lights
Driveway
FEES PAID
DATE APPROVAL
DATE 'AMOUNT
6/07/02
7/15/02
3/12/02
7/17/02
6/07/02
3/12/02
3/12/02
3/12/02
20.00
20.00
10.00
10.00
10.00
10.00
12.28
12.28
PAGE:
CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building located at
231 BELGIAN WAY for
which permit 02-00000796 has heretofore been issued on 3/11/02
has been completed according to plans and specifications filed in the
office of the Building Official prior to the issuance of said building
permit, to wit as complies with all the
building, plumbing, electrical, zoning and subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL Subdivision Regulations Apply: Yes No
01-FIRE IMPACT - RESIDENT
01-LIBRARY IMPACT FEE
01-OPEN SPACE
01-POLICE IMPACT - RESID
01-ROAD IMPACT FEES
01-SCHOOL IMPACT FEE
WD IMPACT:SINGLE FAMILY
SD IMPACT:SINGLE FAMILY
3/12/02 59.27
3/12/02 54.00
3/12/02 279.61
3/12/02 91.93
3/12/02 847.00
3/12/02 1384.00
3/12/02 650.00
3/12/02 1700.00
OWNER BUILDING OFFICIAL / DATE
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
SINGLE FAMILY RESIDENCE****
DATEO\-)D
PERMIT # C-\
ADDRESS
SUBDIVISION Bakers Crossinq
CONTRACTOR D R Horton
Ph: (407) 832-4698 (Tom) Fait: (407) 321-3579
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
l
Engineering -
Public Works
Fema Rec'd
Cert. of Elev. Rec'd
Utilities Bldg. Inspector Apprvd
Conditions: (tobe completed cnly if approval is conditional)
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
SINGLE FAMILY RESIDENCE****
DATE -1-1 -&a
PERMIT # C) r) - --IC -P
ADDRESS
SUBDIVISION Bakers Crossinq
CONTRACTOR D R Horton
Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineering
Public Works
Utilities
Conditions: (to be completed only if approval is conditional)
Fema Rec'd
Cert. of Elev. Rec'd
Bldg. Inspector Apprvd
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
SINGLE FAMILY RESIDENCE****
DATE \ 1
PERMIT#C;)
ADDRESS
SUBDIVISION Bakers Crossing
CONTRACTOR D R Horton
Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineering
Public Works
z.c,z
Utilities
Conditions: (to be completed only if approval is conditional)
Fema Rec'd
Cert. of Elev. Rec'd
Bldg. Inspector Apprvd
LMBC0401 CITY OF SANFORD
Address Misc. Information Maintenance
Location ID . . . . . .
Parcel Number . . . . .
Alternate location ID
Location address . . . .
Primary related party
Type information, press
Sequence CodeCF41 App
1.00 CSUC UT
2.00 CSUC UT
3.00 CSUC UT
4.00 CSUC UT
5.00 _
6.00 _
7.00 _
8.00 _
9.00 _
10.00
230065
18.20.31. - -
231 BELGIAN WAY
SANDRA MILLER
Enter.
Free -form information
SW DEU FEE $1700.00 WA DEU FEE $650.00
BP02-796 PD 3-12-02 SEE REC45238
3/4" WA METER :'ET FEE $190.00 PD 3-12-02
REC#5238
9/18/02
09:32:18
Date
31202
31202
31202
31202
Special
notes
More..
F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Motes
F10=Subdiusion Motes F12=Cancel F16=Related pty data
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002
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
231 BELGIAN WAY
CITY STATE ZIP CODE
SANFORD FL 32711
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 88, BAKERS CROSSING, PHASE 1
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, it necessary.)
RESIDENTIAL
LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):
or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other:
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME W. 5 i A r t
SEMINOLE COUNTY 120289 1 SEMINOLE FLORIDA
B4. MAP AND PANEL B5. SUFFIX 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B6. FIRM INDEX DATE EFFECTNE/REASED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding)
0045 E 4/17195 4/17195 A,X 24.5
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89.
FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC.
B11. Indicate the elevation datum used for the BFE in 69: ® 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: Constriction Drawings' Building Under Construction' ® Finished Construction
A new Elevation Certificate will be required when construction of the building is cormplete.
C2. Building Diagram Number 1(Select the building diagram most similar to the building for whidi this certificate is being cormpleted - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AIVAE, AR/A1-A30, ARIAH, AR/AO
Complete Items C3.-a below according to the building diagram specified in Item C2. Slate the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use die space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum _ Conversion/Comments _
Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No _
o a) Top of bottom floor (including basement or enclosure) 31. 7 fl.(m)
o b) Top of next higher floor N/A.. _ft.(m)
o c) Bottom of lowest horizontal structural member (V zones only) N/A . _ft.(m) N b \
n o
o d) Attached garage (top of slab) 31. 1 ft.(m) E
o e) Lowest elevation of machinery and/or equipment d 1
servicing the building (Describe in a Comments area) 31 .P.M E
o 0 Lowest adjacent (finished) grade (LAG) 30.0 ft.(m) Z in
o g) Highest adjacent (finished) grade (HAG) 31. 2 ft.(m)
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0
o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. 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.
1 certify that the information in Sections A, B, and C on this certirrcate represents my best efforts to interpret the data available.
1 understand that any false statement may be punishable by rune or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928
TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC.
ADDRESS CITY STATE ZIP CODE
320 E. SOUTH STR ET, S E.180 A ORLANDO FL 32801
SIGNATURE DATE TELEPHONE
Y 9/13/02 (407) 426-7979
FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS
IMPORTANT: In these spaces, copy the corresponding information from Section A- For Insurance Company Use:
BUILDING STREET ADDRESS (IndudN Apt, Unk Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
231 BELGIAN WAY
CITY STATE ZIP CODE Company NAIC Number
SANFORD FL 32711
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insuranoe agentl ompany, and (3) building owner.
COMMENTS
ELEVATIONS SHOWN HERE ON ARE BASED ON SEMINOLE COUNTY DATUM;
MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT
Check here if attachments
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 — see pages 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) of the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6-8 witii openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(an) above the highest adjacent
grade. Complete items C3.h and C3.i on front of form.
E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community -
issued BFE) or Zone AO must sign here. The statements in Sediars A, B, C, and E are correct to the best of my knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete the applicable item(s) and sign below.
G1. The informalon in Section C vwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architectwho is authorized by state
or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.
A community official completed Sertion E for a building located in Zone A (without a FEMA4ssued or cornmunity4ssued BFE) or Zone AO. G3.
The fdlrving information (Items G4-G9) is provided for community floodplain management purposes. G4.
PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMIDUANCE/OCCUPANCY ISSUED G7.
This permit has been issued for. New Construction 6-ubslantial Improvement G8.
Elevation of as -built Iewesl floor (inducing basement) of the building is: _. _ft.(m) Datum: _ G9.
BFE or (in Zone AO) depth of flooding 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, JUL 00 REPLACES ALL PREVIOUS EDITIONS
3 / 6 -r- /,r /- , &Ue,
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 88 BAKERS ROSSING, PHASE 1
AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
r
CENTERLINE OF, 96.91.'
PT RIGHT-OF-WAY
BELGIAN WAY
TRACT A
50' RIGHT OF WAY
N89'36' 15' W
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1
io
hp.
50.00'
S89'36'15"EJOz
WALK IS
1.6' OFF 10' UTILITY EASEMENT .
J\ 3' C/W
iCONGRF IE:,
DRIVEWAY; I
S.D
1!.0' ....20.0' .
j.- 5.0' b
COVERED j
ENTRY
CI)
OONE
nR
LOT 89 3Y i CONCCRE TET BLROCK
w 0 RESIDENCE o
w FINISH FLOOR o
Efl a ELEVA LION=31.66
N
w IT231 BELGIAN WAY
CV u
a
O o
Z
40.0'
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). J
LOT 84
CERTIFIED TO:
D.R.H. TITLE COMPANY OF FLORIDA INC.
FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA
Chi MORTGAGE COMPANY, I , LTD.
NOTE
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY.
2. T'!IS BOUNDARY SURVEY MEF"FS THE
MINIMUM TECHNICAL STANDARDS SET FORTH
IN CHAPTER 61C17-6 OF THE FLORIDA
ADMINISTRATIVE CODE PURSUANT TO CHAPTER
472.027. FLORIDA STATUTES.
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 PLAIN & ZONE "X'
AREA OUTSIDE 100 YEAR FLOOD PLAIN
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY
VERTICAL CONTROL AS FURNISHED.
BEARINGS SHOWN HEREON ARE BASED ON
THE NORTHERLY LINE OF LOT 88
BEING N 89'36'15" W PER PLAT.
FIELD DATE:) 9-12-02 REVISED:
SCALE: 1 = 30 FEET
FINAL 09-12-02/CC
APPROVED BY: WRM FOUNDATION 7-18-02/CC
ASM33001
REVISED PATIO 6-11-02 JMI
JOB N0. _— PLOT PLAN 1-4-02 JML
ORAVlN BY: LOT FIT 5-2-01 JML
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232.06
135.14'
1
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WALK IS
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1.5' OFF
30.5
CV
Cn
Cn
O
Z LOT 87
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N
o COVERED. i \v
I 16.0'
I ,
LOT 88 }oo
N89'23'38"W
I
50.00'
LOT 85 LOT 86
LEGEND
BUILDING SETBACK LINE FND PK NAIL
CENTERLINE LB #4671 (09-12-02)
RIGHT OF WAY LONE FND 5/8" IRON ROD AND CAP
EXISTING ELEVATION O LB #4671 (09-17.-02)
CNA CORNER NOT ACCESSIBLE
CONCRETE
p DENOTES DELTA ANGLE
IB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH
I.S LAND SURVEYOR C.B DENOTES CHORD BEARING
PR PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE
I'CP PERMANENT CONTROL POINT PI DENOTES POIN1 OF INTERSECTION
PER PLAT PRC DENOTES POINT OF REVERSE CURVAIIIRFP)
LI) MEASURED PT DEr101ES POIN1 (IT' TANGFNC,
1"ND FOUND TYP IYPICAL
C CONCRETE WALK A/C AIR COND1110NEP.
w SIDEWALK COW CONCRETE BLOCK WALL
CP CONCRETE PAD RP RADIUS POINT
1:$ CONCRETE SLAB OHU OVERHEAD UTILITY LINE
C CHORD LENGTH ID IDENTIFICATION
PK PARKER KALON
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LBy6393
320 EAST SOUTH STREET, SUITE 180
ORLANDO, FLORIDA
32801- (407) 426-7979
1. THE SI:RVF)'UR !-;AS NOT AASTRACTED THE
LAND SHCAVN HEREON FOR EASEMENTS. RIGHT
OF WAY, RESTRICTIONS OF RECORD WHICH
MAY AFFECT 'hL IITLE OR USE OF THE LAND
2. NO UNDERGROUND IMPROVEJ,ILNTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
3. NOT 'VALID ''WITHOUT .HE SIGNATURE .:4D THE ORIGINAL
RAISED SEAL CF A H_ORIO.i LIC'NSED SURVEYOR
AND MAPPER.
oZ
FOR
IIIE
1 I IRM
WILLIAM R. IICC- 0--k- 8
DATE
CITY OF SANFORD MECHANICAL PERMIT APPLICATION
Permit Number: - - n% _
Date: 'T
The undersigned hereby applies for a permit to install the following equipment:
Owner's Name
Address of Job:
Mechanical Con /
Residential Non -Residential
U , 4 'f Yc
Slate License Number
z6acle
I
COUNTY OF SEMINOLE
IMPACT FwL'STATEMQNT
ISSN JFU c,Y CITY tiF SANI-OiiC
SiAT-;MENT NOWIK-R 10—75Z50 CATS_:
WILL rI G PEomi t r imer.ik i .i.,;., Zl.--L -,((-TTY) COUNTY NUMeEk ...........
UNITAGOik5SS• _ _ ._..___ ..._ _........ -,.., - _L"__.....__.._-_-_____-----_
TRAFFIC ZuNk.: ..,,_ JUKfSCICTTUN: a slIX... _ l U...__-..______
SEC: _ Tr+Ps __..._ {,'vt;: PARGLL: ------------
SUBDIVISION: __ _._ ...TP:ACTs ------------------ _
PLAT bOOK: ~PLATr,'.?OK ^t ik..: ....._ b.LUCK ..__—
w
LOT:
AUOSESS= _ -- r. .w+.n.— 4rrw ...r... w. .+ ...Ne------------
APPLICANTr_.
r....w .. r...w...... 1I•T.w_w.r.
N4M- i.._______
r_____«......r..w___wr.._w-------- ..,.w
LANn USF CAT::.r1JPY: I`U1 FAMILY fILTACH9 U HOUSE
TYPE USE: A SIDENTI.AL
w*,)ikK DISC;ZIPTIJK: SINO'L; fAKILY H!'!uS,-: DETACH' EV -- CONSTRUCTION
r 4_r.r___.r____Y_rw__M_.!r_..-_Mw,H r-.+_'F.I IY_M.r rw..r__T.M. Ir M11.IN_Mti.__W.w..i.w.ww _.pw•
FF£ _
w
E'd fi lT RATS l=Fc . iiNIT RATE PER fy TYRE T.TAL OUU.
TYPE !)SST SCNL". UL.E or -sr" UNIT OF UNITS
ARTERIALS CL-oiIOF J bM L :UNIT 1 705.00 1 #
OA05
COLLELTORS 4ORT! UNIT 142#00 I ?. 142.0C
LTbRARY i ticf u 4-N ;NiT f 54,00 1 .4 54*00
APCUNT e:UF $ 2 tS.OG
itECEivin t1Y: -. _ ,_',~_,• SIGk fjok =r r
wwA..
y w.w_ww_.-w.y . ow+rrt_...Ww _r1w_r._y.r CV
JE TU PECLIVTNG SIGNAT"ktY/APPLICAt,T: FATi.11KE Ta NOTIFY CWhi:A AND zNSURE
tiMFLY PAY14ENT MAY Rr-S;.LT 7N YOUR LIAtiTL17Y FUR. THE FEL. ++++ UISTKII•
UTji lN: I —COUNTY s—LTIY j ,
Z—APPLICANT 4--Cn-UN-TX NOTE**
i
PFRSONS ARE ACWTSFU THAT' T+iZS TatA%zK"%NT OF FLES WHICH ARE DU`
ANu rAYA3Lr. VP1f ji TC! TSruAO£c .-LIV A ;:UIL:.IhG' PZAMIT. PtRSVNS A2E
ALtia A0V1:;E:7 T6AT A!Y RILHTS "IF THL APPLICANTt Ok OWNE- g TO APPEAL
THE CALCVLATI'5 Uf< - THE R+JA',j? LIRRARV SYSTEM ANu/OR EDUCATIONAL (SCHOOLY.:
MPACT FtFS PUi ,Y • R EXERCISED ?Y F•ILING A MRITTSN '
CEQUE:ST WITHIN 45 CALth;jAR SAYS Cat THE RECEIVING SIGNATURE DATE
A80VFy BUT NOT LATKR THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE
REQUEST FOR. kFVIEW M:JST NIFET THg REQUIREMENTS OF THE COUNTY LAND
OEVELOPMENT CODE. CUPItS OF THE RULES GOVERNING APPEALS NAY 3E
PICKru AJP# OR PEQUESTE;C)# FROM 'THE PLAN IMPLEMENTATION OFFICES 11011 EAST
FIRST STREET, SANFORCt FLORIDA 32771; (407) 665-7474. PAYMENT SHJULV
bi MAC= TO: CITY 'OF .SANF OAD 3UILDINO 0SPARTMENT
100 NURtH
MARK AVENUE SKNFORD* FL.
32771 PAYMENT 4HijULO
EL- BY LHECK C.;n MuNt*-Y "Atli At .GNU SHOULD REFL-RENCk TWt STATEMENT
NUMdF i .AN: CITY AUILDiNG4 PEfirIT NUMBER AT THE TUR Lrf'T
OF THE NOTICE* THIS STATE%
ZNT IS VALIC O%LY -IN CONJUNCTriuN WITH ISSUANCE ZF A+++ FAMILY "UILCINQ
P4:iMIT*+*•sr*r****«s***#*w
A.B. EDESICN CROUP, INC.
1441 C.R. 4427 NORTH
LONCXWC00. FLA. 32780
PH.- (407) 774-0078 FAX- (407) 774-4078
BAKERS CROSSING LOT# 88
1965"-L
REVISED SQ.FTG.
cl
SQ. FT., CALC.'S
LIVING 1967 SCE. FT.
GARAGE 412 SCE. FT.
ENTRY 22 SCE. FT.
PATIO 54 SCE. FT.
TOTAL 2455 SCE. FT.
M R 0 4 pppp
3/l /02
A.
MiTek'
December 12, 2001
MiTek Industries Inc
16472 Segovia Circle North
Pembroke Pines, FL 333314627
USA
Fax (954) 680 4395
Phone (954) 680 6909
The truss drawings referenced below, have been prepared under my direct supervision based
on the parameters provided by Accu-Span Truss Company using MiTek 2000 software.
Pages or sheets covered by this seal : I1350820 thru I1350855. Total : 36 drawings.
Job :DR1965E
Builder :D.R. HORTON
Location :BAKERS CROSSING, LOT
County :SEMINOLE
Truss Engineer :Junaidie Budiman, PE # 45161.
Address :16472 Segovia Circle North
Pembroke Pines, FL 33331-4627.
This serves as the cover sheet in conformance to Chapter 61 G15-31 Section 003 of the
Florida Board of Professional Regulation.
This package include: 1) 36 Truss drawing.
2) Truss Index.
n
December 12, 2001
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 MPWHITE
Trusses included = 36
0,"\dr1965e\a.tre" 11350820
1,'Mrl965e\a1l.tre" 11350821
2,"\drl965e\al 1 g.tre" 1 1350822
3,"\drl965e\al3.tre" 11350823
4,"\drl 965e\al 5.tre" 11350824
5,"\drl965e\al7.tre" 11350825
6,"\dr1965e\a19.tre" 11350826
7,"\drl965e\a7.tre" 11350827
8,"\drl965e\a9.tre" 11350828
9,"\dr1965e\b7.tre" 11350829
1 0,"\drl 965e\b9.tre" 11350830
11,"\drl965e\cl .tre" 1 1350831
12,"\drl965e\cg.tre" 11350832
13,"\dr1965e\d.tre" 11350833
14,"\drl965e\d3.tre" 11350834
15,"\drl965e\e.tre" 11350835
16,"\drl965e\e3.tre" 11350836
17,"\drl965e\fg.tre" 11350837
18,"\drl965e\j.tre" 11350838
19,"\drl965e\j2l.tre" 11350839
20,"\drl965e\j3.tre" 11350840
21,"\drl965e\jg.tre" 1 1350841
22,'1drl965e\jgl.tre" 11350842
23,'1drl965e\jg2.tre" 11350843
24,"\drl965e\k.tre" 11350844
25,"\drl965e\I.tre" 11350845
26,'1drl965e\ll.tre" 11350846
27,"\drl965e\124.tre" 11350847
28,'1drl965e\127.tre" 11350848
29,"\drl965e\m.tre" 11350849
30,"\drl965e\m 18.tre" 1 1350850
31,"\drl965e\s.tre" 1 1350851
32,"\drl965e\sl.tre" 11350852
33,'1drl965e\s2.tre" 11350853
34,"\drl965e\s3.tre" 11350854
35,"\drl965e\s4.tre" 11350855
N0. 4.5161
moo= *
0 STATE OF gAJd-
sue. •........•,
September 11, 2001
A WARNING - VerW design pasamrf rn and REM NOTES ON TMS AND RE VERSE IRWE BEFORE USE.
Design valid lot use only with MITek connectors. This design is based only upon parameters drown, and is for an Individual building component to be
installed and boded vertically. Applicability of design parameters and proper Incorporation of component is iesponslbility of building designer - not truss
designer. Bracing shown is for lateral support of Individual web members only. Addltlanal temporary bracing to Insure stabSlty during construction is the
responsibility of the erector. Addillanat permanent b acing of the overall structure is the responsibility of ine building designer. For general guidance
regarding fabrication, quality control storage, delivery, erection and baring, eonsull QST-W Quality Standard, DSI.69 bating Spectfkatbn, and NII-oil
Handling Installing and bating Recommendation avolable from Truss Plate institute, US D'Ononla Drive, Madison, WI63719.
sees
M 14D
MiTeke
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 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 each
c2 c
other.
O WEBS 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate o , 3 ; Q joint and embed fully. Avoid knots and wane
plates/s" from outside edge of
o
a y4. I at joint locations.
truss and vertical web. a Unless otherwise noted, locate chords laces
114 PC, at panel length(+ 6" from adjacent joint.) c6o
BOTTOM CHORDS
This symbol indicates the 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 purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
MiTek® 15. Care should be exercised In handling,
PANEL
TM erection and Installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORM018,019 GANG -NAIL @ # MR0,A1R® 1
Job Truss I russ Type JUNAIDIE BUDIMAN PE #45161 Qty Ply TON
11350820
DR1965E . A
16472 Segovia Cir. N.
ROOF TRUSS Pembroke Pines. FI33331-1627 10 1
optional)
s ug I e n us rtes, Inc. ue ep age
i 0.4 7-1-3 11.6.10 20-0.0 26-56 32.10-13 40-0-0 -0-pI
1.0-0 7-1-3 6-5.6 6-5.6 6.5-6 6-" 7-1-3 1-0-0
Scale = 1:69.9
5.00 12
5x6 =
5
5x6 % 5x6
4 6
2x4 2x4
3 7
2 e 9
la
3x8 =
14 13 12 11 10
3x8 =
3x4 = 3x6 = 3x8 = 3x6 = 3x4 =
10-3-14 20-041 29-8-2 40-0-0
10.3-14 9-8-2 9-8.2 10.3.14
Plate Offsets
LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) •0.28 1>999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753
BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.16 8 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC ILL Min I/deft = 360 Weight: 195 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8.6 oc purlins.
BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 5.10.2 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=•4 load case 2)
Max Uplift 2=-69 (load case 4), 8=-695(load case 4)
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) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb
uplift at joint 8.
4) This truss has been designed with ANSI/TPI 1.1995 criteria.
LOAD CASE(S) Standard
XV,
l FICW-.
NO, 4.5161 ,k
STATE OF ,
4CQRID. A
r aNra%
September 11,2 C
A WARNING - VerW design pamsnetem and READ NOTES ON TB7S AND REVERSE SSE BEFORE USE.
Design valid for use only wtth MI1ek connectors. Thb design b based only upon parameters drown, and b tot on Individual building component to be
Installed and looded vertically. Applicability of dedgn parameters and proper Incotporatbn of component b responsibility of building designer - not truss
designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responslblBty of the etectot. Additional permanent "ci g of the overall structure Is the tesponsQb011y of the building designer. For general guidance
regarding fabrication, quality control storage, delivery, etectlan and bracing, consult CST-Ila Quality Standard. 031-89 Bracing Specification. and HIS-91
Handling Installing and Bracing Recommendation ovallable from Trust Rate Institute. 593 D'Onofrb Drive, Madbon, WI83719. M iTek®
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.
0
Q
O
For 4 x 2 orientation, locate v
plates 1/8" from outside edge of o
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.
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
FA RTH EST TO TH E 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
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.
MiTek®
O
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
i
at joint locations.
a 4. Unless otherwise noted, locate chord splices
O at /4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
TM
PANEL
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.
1993 Mitek Holdings, Inc.
FORM018.019 NMRO,A/R
N
LJob I russ I russ Fype JUNAIDIE BUDIMAN PE #45161 y y
11350821
DR1965E A11 ROOF TRUSS
16472 Segovia Cir. N.
Pembroke Pines, FI 33331-4627 1 1
optional)
s ug 22 2001 Milek Industries, Inc. Tue Sep age
t :24 5.9.14 11.0.0 17.0-0 23.0.0 29.0.0 34-2-2 I 40-" V1111
1-0-0 59.14 5-2-2 6.0.0 6-0.0 6-0-0 5-2-2 5.9.14 1-0-0
Scale = 1:70.4
5x6 - sx6 = 5x8 = 3x4 =
5.00 12 4 5 6 7
2x4 2t4 --
3 8
0
2 8
1 10
Ig
3x6 =
15 14 13 12 11
3x8 =
3x8 = 3x6 = 30 = 3x6 = 3x8 =
11.0-0 20-0-0 29.40 40.00
i 1 1
11-0.0 9-0-0 9-0.0 11-0-0
Plate ses
LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) -0.36 1 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.66 11-13 >715
BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 9 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 192 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.5.8 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5.7.5 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS(Ib/size) 2=1951/0.8.0,9=1951/0.8.0
Max Horz 2=26(load case 3)
Max Uplift2=-695(load case 4), 9=.695(load case 4)
FORCES (lb) • First Load Case Only
TOPCHORD 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)
This truss has been checked for unbalanced loading conditions. 2)
This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed
building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber
DOL increase is 1.33, and the plate grip increase is 1.33 3)
Provide adequate drainage to prevent water ponding. 4)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift
at joint 9. 5)
This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD
CASE(S) Standard ptE
13 F
Io %; y No.
4.5161 bb STATE
OF 1-'
OR
S
aNAI. September
11,2 AIVARNWO -
verft design panzmrttn and READ NOTES ON TMS AND REVERSE SmE BEFORE USE. Design
valid fol use only with Mites connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed
and loaded vertically. Applicab®tparameters and of designparameteandpiopettncotporaisg tlon of component iesponslbmtyofbuildsdesigner - not truss designer. Bracing drown is
tot Wteral support of Individual web members only. Additional tempaary bracing to Insure stability during condiuctlon is the responsibmfy of the eiectot.
Addtllonal permanent brbclrg of the overall structure is the tesponsmmty of the building designer. For general guidance regarding fabrlcatlon, quallly conhot
storage, delivery, erection and btacling, consult OST-88 Quality Standard, OBS-69 tracing Specification, and Hill-91 M iTe k® Handling Installing and BracingRecommendationavailablefromTiuuPlateInstitute, 583 D'Onohlo DINe, Madison, WI53719.
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, property
Wsecurely
seat. J2 J3 J4 TOP
CHORDS owner
and all other interested parties.. 2.
Cut members to bear tightly against each other.
WEBS
3. Place plates on each face of truss at each i
For4x2orientation, locate 5 ,
o
joint
and embed fully. Avoid knots and wane plates/
s" from outside edge of a IJ5 at joint locations. truss
and vertical web. a 4. Unless otherwise noted, locate chords lices 14
PC,C6oatpanellength(' 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.
JOINTS
AND CHORDS ARE NUMBERED CLOCKWISE For
tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MtTsk/
Gang-Nall Joint/Plate Placement Chart. FA
RTH EST TO TH E 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,
10 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. WWI
A&
L'® TM
PANEL
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. 1993
Mitek Holdings, Inc. FORM018,
019
LJob russ I russ lype JUNAIDIE BUDIMAN PE 945161 Y Y URTUN
16472 Segovia Cir. N. 11350822
DR1965E Al 1G ROOF TRUSS Pembroke Pines, FI 33331-4627 1 1
optional)
s ug 22 2UO1 Milek Industries, Inc. Tue Sep age
1ao S9-14 11-0.0 15-6-0 20-0-0 24-15-0 29-0-0 34-2-2 40-" 41 ao
1-0-0 59.14 52-2 4-8-0 4.8-0 4-6-0 4-8.0 52-2 5-9-14 1-0-0
Stale = 1:70.1
5x8 - 5x8 = 5x6 = 2x4 it 3x4 =
500 52 4 5 6 7 8
3x4 3x4
3 1:!s11179
2
0
10
1
Ig
5x12 %
18 17 16 15 14 13 12
5x12
2x4 11 4x8 = 7x8 = 4x8 = 7x8 = 4x8 = 2x4 11
5.9.14 11-0-0 14-3-0 20-0-0 25-9-0 29-0-0 34-2.2 40-0-0
59.14 52-2 3.3-0 5-9-0 5-9-0 3.3-0 52.2 59-14
Plate ses
LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.97 Vert(LL) -0.56 15 >847 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) •0.86 15 >548
BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.21 10 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC ILL Min I/defl = 360 Weight: 246 Ile
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.1D TOP CHORD Sheathed.
BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 4.8.4 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=3417/0-8-0, 10=2754/0.8.0
Max Horz 2=26(load case 3)
Max Uplift 2=-1446(load case 4), 10=-1106(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1.2=17, 2.3=.7690, 3.4=-7153, 4.5=•8112, 5.6=•7469, 6.7=-7469, 7.8=•6082, 8.9=•5464,
9.10=-6021, 10.11=17
BOTCHORD 2.18=7057, 17.18=7057, 16.17=6609, 15.16=8042, 14-15=6453, 13.14=5051, 12.13=5525,
10-12=5525
WEBS 3-18=108, 3-17=-500, 4.17=289, 4.16=2583, 5.16=266, 5.15=.814, 6.15=-333, 7.15=1444,
7.14=-1401, 8-14=1771, 8.13=301, 9.13=•530, 9.12=108
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1446 lb uplift at joint 2 and 1106
lb uplift at joint 10.
5) This truss has been designed with ANSI/TPI 1.1995 criteria.
6) Special hanger(s) or connection(s) required to support concentrated load(s) 2268.2Ib down and 1161.6Ib up at 14.3.8 on
bottom chord. Design for unspecified connection(s) is delegated to the building designer.V
r fOV
C,q LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.33, Plate Increase=1.33
4 •'rv'
Uniform Loads (plf)
Vert: 1.4=-74.0, 4.8=-74.0, 8.11=-74.0, 2.10=-20.0 N0. 45161
Concentrated Loads (Ile)
Vert: 16=-22668.2
STATE OFO
R IOi•` 1• 4C
VS%Hai:
September 11,211C
A wnRMING - ver ffig design parameters and Rana WaraS ON TKIS AND RavaRSa lama BAMIM EM. ®
Design valid toy use only with MITek connectars. This design b based only upon parameters drown, and Is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incotporatlon of component b responsibility of bubdkg designer - not truss
designer. Bracing shown Is far lateral support of Individual web members only. Additional temporary bracing to Irsure stability during construction Is the
responsibility of the erector. Additional permanent brbcing of the overall structure b the responsibility of the building designer. For general guidance
regarding fabrication, quality conhol, storage, deWery, erection and bracing, cornsutt OST-68 Quality Standard, 089-89 Bracing Speclficatbn, and NIB-91 MiTek® Handling Instatllna and Bracing Recommendation available from Truss Plate tnstttteu, 893 D'Onobb Drive, Madison, WI63719.
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 Injury
dimensions indicate otherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, property
securely seat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each
c2 cr
other.
o WEBS
J5
a:3. Place plates on each face of truss at each
For 4 x 2 orientation, locate i 6 , s ; Q joint and embed fully. Avoid knots and wane
plates/a" from outside edge of
o_ at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chords lacesP
1/4 length(* 6" fromceC, at panel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in
J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
MRek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibilityPtY Of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
4 X 4 perpendicular to slots. Second in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15, Care should be exercised in handling,
PANEL
TM erection and installation of trusses.
1993 Mitek Holdings, Inc.
CLIP FORM018,
019 MY RMAIRO i
Job Truss Truss Type
JUNAIDIE BUDIMAN PE Jf45161 y y IUN
11350823
DR1965E A13 ROOF TRUSS 16472 Segovia Cir. N. 2 1
Pembroke Pines, FI 33331-4627 optional)
s Nug 22 2001 Milek Industries, Inc. Tue Sep age
4 6-9-14 13-0-0 17.6-0 22.4-0 27.0-0 33.2.2 40-0•0 V&t1' 11: i
1-0.0 6-9.14 6.2-2 4-8-0 4-8-0 4-8-0 6.2-2 6-9-14 1-0.0
Scale = 1:70.4
Sx6 =
3x4 = 3x4 = 5x6 =
4 5 6 7
5.00 12
3x4 3x4
3 8
a
y 9
1 10
g
3x8 =
17 16 15 14 13 12 11
3x8 =
2x4 II 3x8 = 3x6 = 3x4 = 3x8 = 3x6 = 2x4 II
i &9.14 13.0.0 20-0-0 27-0.0 33-2-2 i 40-0-0
t l
6.9-14 6-2-2 74)-0 7-0-0 &2-2 &9.14
I-lateUffsets(X,Y):
LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.69 Vert(LL) •0.31 14 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) •0.52 14.16 >910
BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 9 n/a
BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 206 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.9.3 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6.4.5 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS(Ib/size) 2=1951/0-8-0,9=1951/0.8.0
Max Horz 2=•31(load case 2)
Max Uplift2=-695(load case 4), 9=•695(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1.2=14, 2.3=-3810, 3.4=-3144, 4.5=-2923, 5.6=•3291, 6.7=•2923, 7.8=•3144, 8.9=-3810, 9.10=14
BOT CHORD 2.17=3483, 16.17=3483, 15.16=3262, 14-15=3262, 13.14=3262, 12.13=3262, 11-12=3483,9.11=3483
WEBS 3.17=128, 3.16=-640, 4.16=807, 5.16=•532, 5.14=75, 6.14=75, 6-12=•532, 7.12=807, 8.12=-640, 8.11=128
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb
uplift at joint 9.
5) This truss has been designed with ANSI/TPI 1.1995 criteria.
LOAD CASE(S) Standard
IND E BUQ
F;c ry
No. 4.5161
STATE of0 •
s y%QRt'D•
September 11,2 C
A WARMNC; - verW deafen pasarswtem and READ NMZ9 ON TMS AND REVER86 11ME BE"RS USE.
Design valid lot use only with Mlfek connectors. Thb design b based only upon parameters dawn, and b for an Individual building component to be
Installed and loaded vertically. ApplicabSSy of design potometea and ptopet kaaporatlon of component Is responsibility of building deslgnet - not huss
designer. Bracing shown b la lotetol support of Individual web member only. Additional temporary bracing to insure dabmty during construction Is the
responslbmty of the etectot. Additional permanent brackg of the overall structure b the tesponsiblUty of the building designet. For general guldance
regarding labrlcatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Oual ty Standard, DSS-89 Bracing Spectficatbn, and HIS-91 M iTek® Handling Indoliing and Bracing RecommendationTruss PlateavailablehornTruPlateInstitute, 583 D'Onoftb Delve, Madison. W153719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t 3/. * Center plate on joint unless Damage or Personal Injury
dimensions indicate otherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, property
securely seat, J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each
c2 c3
other.
o WEBS
J5
a:3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o , Qv ` a ' ; joint and embed fully. Avoid knots and wane
plates/a" from outside edge of
o_
a y
V
at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chords lacesP
at 1/4 length(+ 6" from
CS C1 panel adjacent joint,)
BOTTOM CHORDS
This symbol indicates the
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 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. GeneralPtY
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
PLATE SIZE 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 of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised In handling,
TM
PA
erection and installation of trusses.
1993 Mitek Holdings, Inc.
CLIP PFORM016,
019 N.al ® MYDRO,AZR® 1 1. .L
Vob russ I russ lype
JUNAIDIE BUDIMAN PE #45161 11350824
DR1965E A15 ROOF TRUSS 16472 Segovia Cir. N. 2 1
Pembroke Pines, FI 333314627 optional)
s ug 22 2001 Milekn us ries, Inc. I ue ep age
0.0 7-9-14 15-0.0 20 0 25-0.0 32.2-2 40.0.0 41-0-gI
1-0-0 7-9-14 7.2-2 5.0-0 5-0-0 7-2-2 7-9.14 140.0
Stale = 1:70.4
5.00
5x6
12 3x4 = Sx8 =
4 5 6
Sx8 Sx8
3 7 _
2 8
1 9
qq
O I8
US -
13 12 11 10 US =
2x4 11 Sx8 = 5x8 = 2x4 II
7-9-14 15-0-0 25-M 32-2.2 40-"
7.9.14 7-2-2 10-0-0 7-2-2 7-9-14
Plate Uttsets
LOADING (psf) SPACING 2.0.0 CSI DEFL in (locI/dell PLATES GRIP TCLL
30.0 Plates Increase 1.33 TC 0.89 Vert(LL) -0.26 1 >999 M1120 249/190 TCDL
7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.65 11-12 >725 BCLL
0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 n/a BCDL
10.0 Code SBC/ANSI95 1st LC ILL Min I/deft = 360 Weight: 199 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.1D "Except" TOP CHORD Sheathed. 4.
6 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6.2.13 oc bracing. BOT
CHORD 2 X 4 SYP No.2D WEBS
2 X 4 SYP No.3 REACTIONS(
lb/size) 2=1951/0.8.0,8=1951/0.8.0 Max
Horz 2=-35((load case 2) Max
Uplift2=-695(load case 4), 8=.695(load case 4) FORCES (
lb) - First Load Case Only TOP
CHORD 1.2=14, 2.3=-3712, 3.4=-2926, 4.5=-2706, 5.6=-2706, 6-7=-2926, 7.8=.3712, 8.9=14 BOT
CHORD 2.13=3399, 12-13=3395, 11.12=2849, 10.11=3395, 8.10=3399 WEBS
3.13=147, 3.12=-767, 4.12=677, 5.12=-231, 5.11=.231, 6.11=677, 7.11=-767, 7.10=147 NOTES
1)
This truss has been checked for unbalanced loading conditions. 2)
This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed
building, of dimensions 45 ft by 24 It with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber
DOL increase is 1.33, and the plate grip increase is 1.33 3)
Provide adequate drainage to prevent water poriding. 4)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 Its uplift at joint 2 and 695 Its uplift
at joint 8. 5)
This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD
CASE(S) Standard 8U0
siFicq',
G No.
4.5161 SPATE
OF et O`;'•tiJOR10'
S
NAL September
11,2 0 AWARM1Va -
VerJ& doWgn parameters and READ 11TOTZS ON7WS AM 1MVERSE SIDE 89MRt3 V=. Mille® Design
valid tot use only with MITek connector. This design Y based only upon parameters dawn, and Is for an kdMdual building component to be El InstalledandbodedverticaSy. Applicability of design parameters and proper aorporation of component Is iesponsty of building designer - not truss designer.
Bracing shown Isfa lateral support of Indkidual web members only. Additional temporary bracing to Insure stabilitydurka construction Is tesponslblSty
of the erector. Addltbnal permanent btbcIng of the overall structure Is the recpon&UW of the building designer. For general guidance tegatding
fabrication. quaSty control, storage, delivery. erection and bracing, consull CST-88 Quality Standard. DSS-89 tracing Specification, and HIS-91 M iTe k® rrgHandlinginstallingandSroctRecommendationavailablefromTrussWaleInstitute, 583 D'Onobb Drive, Madison, WI 63719.
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.
All y 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.
Numbering System
J2 J3 J4
TOP CHORDS
c2 c3
Q WEBS
J5
o _ o
Vh a ;
O
O
a
V
r
ca c u r0
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MtTek/Gang-NallJolnt/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
40 11 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.
MiTek®
PANEL
TM
CLIP
FORM018.019 oA -wort ® HMR0,41R®
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 I14 panel length(* 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
r
Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 y y
11350825
DR1965E A17 ROOFTRUSS
16472 Segovia Cir. N.
Pembroke Pines. FI 33331-4627 2 1
optional)
s ug 22 2UU1 Mi I ek Ind-ustries, Inc. I ue Sep age
t-0- &1-3 11-6-10 17-0.0 23-0-0 28-5-6 33-10.13 40." 41 4OiI
1.0.0 6.1-3 55.6 5-5.6 6-0-0 5.5-6 5.5.6 6-1-3 1-0.0
Scale = 1:70.4
Sx6 =
5x8 =
5.00 F12 5 6
3x4 4 3x4
4 7
5x8 5x8
3 8 n
2 9 _
1 tOlg
3x8 =
16 15 14 13 12 11
3x8 =
3x4 = 3x6 = 3x8 = 3x4 = 3x8 = 30 =
9.14 17-0-0 23-0-0 31.2.2 I 40.0.0
i
8-9-14 8-2-2 6.40 8.2-2 8-9-14
Plate Offsets
LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.51 11.13 >921
BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.17 9 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 208 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 6.0-7 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at mldpt 6.14
REACTIONS(lb/size) 2=1951/0.8.0,9=1951/0.8.0
Max Horz 2=40(load case 3)
Max Uplift 2=•695(load case 4), 9=•695(load case 4)
FORCES (lb) • First Load Case Only
TOP CHORD 1.2=14, 2.3=•3806, 3.4=-3512, 4.5=•2689, 5.6=-2494, 6-7=•2689, 7.8=-3512, 8.9=•3806, 9.10=14
BOT CHORD 2.16=3475, 15-16=3028, 14.15=3028, 13.14=2494, 12.13=3028, 11.12=3028, 9.11=3475
WEBS 3.16=•316, 4.16=438, 4.14=.722, 5.14=613, 6.14=-0, 6.13=613, 7.13=•722, 7.11=438, 8.11=-316
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb
uplift at joint 9.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
Q. i Flog,
Ci
N0. 4.5161 .
STATE OF
OR I0V
NA1.
September 11,2 C
A WARNINTO - Ver ft design parameters and READ NOTES ON TffiB AND REVERSE SLIDE BEFORE USE.
Design valid for use only with Milek connectors. This design Is based only upon parameters flown, and Y for an individual buBtlklg component to be
Installed and loaded vertloally. AppBoabWy of design parameters and proper trimporaflon of component Is responslbmty of building designer - not truss
designer. Bracing shown Is for lateral support of Ind?Mucl web members only. Additional temporary bracing to Insure stabmfy during construction Is the
responsibility of the erector. Addnbnal permanent bAscklg of the overall structure Is the responsbEty of the building designer. For general guldonce
regarding fabrication, qualify control, storage, delivery, erection and bracing, consult OST-E8 Ouatlty Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Instollinq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo DrNn, e, MadisoWI f53719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t3/1. * Center plate on joint unless Damage or Personal Injury
dimensions indicate otherwise.
Dimensions are in inches. Apply l . Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, property
securely seat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each
c2 a
other.
o WEBS
J5
Q 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
Qv ` ; ' ; joint and embed fully. Avoid knots and wane
plates I/a" from outside edge of
O
a _
at joint locations.
truss and vertical web. o a
o
4. Unless otherwise noted, locate chord splices
at /4 length(+ 6" from
Cs panel adjacent joint.)
BOTTOM CHORDS
This symbol indicates the
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 LEFT TO RIGHT. practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
4 X 4 perpendicular to slots. Second in all respects, equal to or better than the
dimension is the length parallel grade specified,
to slots. BOCA 86-93, 85-75, 91-28
10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, 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 of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
MiTek® 15. Care should be exercised in handling,
PANEL
TM erection and installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORM018.019 - fMRO-AIR ®
Job russ I russ ype JUNAIDIE BUDIMAN PE #45161 Y Y HUM I UN
16472 Segovia Cir. N. 11350826
DR1965E A19 ROOF TRUSS Pembroke Pines, FI 33331-4627 2 1
optional)
s ug 22 ZUU1 Milek Industries, Inc. I ueSep-Ti age
6.9-3 12-10-10 19a0 , 21.0-0 , 27-1-6 33.2-13 40." a
1-0.0 6.9.3 6.1.6 6.1-6 2-0-0 6.1.6 6.1-6 6-9.3 1.0-0
Scale = 1:73.9
5x6 =
5x6 =
5.00 F12 5 6
3x4 4 3x4 J
4 7
Sx6 5x6
M
3 8
1 2 9 10 7
gd 1g
3x8 =
16 15 14 13 12 11
3x8 =
3x4 = 3x8 = 3x4 = 3K4 = 3x6 = 3x4 =
9.9.14 19-M 21.0.0 30.2.2 40.0.0
9.9.14 9-2-2 2" 9-2-2 9.9.14
Plate ses
LOADING (psf)
TCLL
SPACING 2.0.0
Plates
CSI DEFL in (Ioc) I/defl PLATES GRIP
30.0
TCDL 7.0
Increase 1.33
Lumber Increase 1.33
TC 0.51
BC 0.83
Vert(LL) -0.33 14.16 >999
Vert(TL) •0.57 14.16 >827
M1120 249/190
BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 203 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP 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 6.4.3 oc bracing.
WEBS 2 X 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=44(load case 3)
Max Uplift 2=-695(load case 4), 9=•695(load case 4)
FORCES (lb) • First Load Case Only
TOPCHORD 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
CHORD 2.16=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)
This truss has been checked for unbalanced loading conditions. 2)
This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed
building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber
DOL increase is 1.33, and the plate grip increase is 1.33 3)
Provide adequate drainage to prevent water poriding. 4)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 Ib uplift
at joint 9. 5)
This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD
CASE(S) Standard 0tF,
BUD P10.
4.51&i r
STATEOF , SIf
JVAL , September
11,2 0 A
wARNWO - VerM design pa,ametem and READ NOTES ON T1119 AM REVERSE SSE BEFORE USE. Design
valid Sot use only with MRek conneetaa This design it based only upon parameters shown, and Is for an Individual building component to be Installed
and boded vertically. Applicabfly of design parameters and proper In- poratbn of component Is responsibility of building designer - not truss designer.
Bracing shown it fa lateral support of Individual web members onfy. Additional temporary bracing to Insure dabmly duWQ construction It the responslbOy
of the erector. Additional permanent brbclrng of the overall drucfute Is the rosporabMy of the building designer. For general guidance regatding
labrbaflom quality control dotage, delivery, erection and bracing, cortsull QST48 Quarry Standard, 089-89 Srocing Specification, and NU-91 M iTek® HandlingInstallingandbracingRecommendationavailableNlablefromTrussateYrstitute, 363 D'Onofib on, Drlve, ModbW 153719.
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.,
7
0
Q
0
For 4 x 2 orientation, locate
plates 1/8" from outside edge of otrussandverticalweb. r-
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
MRek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension Is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
40,00 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.
MiTek®
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
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 at I14 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
IIIIIIIII
PANEL
T~
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.
1993 Mitek Holdings, Inc.
FORM018,019 oswo-w+n ® HMJ Q-A1R
Job russ truss lype JUNAIDIE BUDIMAN PE #45161 y y
11350827
DR1965E A7 ROOF TRUSS 16472 Segovia Or. N. 1 2PembrokePines, FI33331-4627 optional)
S s ug 22 1001 Milek Industries, nc. ue ep age
11-0•4 3-9-14 1 7.0-0 1 13.6.14 20-0-0 26-5-2 33-0-0 a I i36-2-2
1-0.0 3.0-14 3.2-2 6-6-14 B-5.2 6-5.2 64-14 3.2-2 3-9-14 1-0.0
Scale = 1:70.4
5x10 =
5x10 =
5.00 12 4x8 = 7x8 = 4x8 =
4 5 6 7 8
2x4
2x4
3 0
2 10
t tti a
3x8 =
16 15 14 13 12
3x8 =
3x4 = 5x6 = 3x8 = 5x6 = 3x4 =
7-0.0 13.6.14 20" 26-5-2 33-0-0 40-0.0
7-0-0 64-14 &5.2 B-5.2 64.14 7-0-0
Plate Uffsets
LOADING (DSf) SPACING 2.0.0 CSI DEFL in (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.50 Vert(LL) -0.70 14 >677 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.89 Vert(TL) -1.09 14.15 >432
BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.23 10 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/dell = 360 Weight: 430 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3.11.1 oc purlins.
4.6 2 X 6 SYP No.2ND, 6.8 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6.5.0 oc bracing. GOT CHORD 2 X 4 SYP No. ID
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=3875/0.8.0, 10=3875/0.8.0
Max Horz 2=-17(load case 2)
Max Uplift 2=-1646(load case 4), 10=-1646(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1.2=29, 2.3=-8383, 3.4=-8670, 4.5=-12508, 5.6=.13901, 6-7=-13901, 7.8=-12508, 8.9=-8670,
9.10=-8383, 10.11=29
BOT CHORD 2.16=7512, 15.16=8068, 14.15=12505, 13.14=12505, 12.13=8068, 10.12=7512
WEBS 3.16=575, 4-16=597, 4.15=4853, 5.15=.1703, 5.14=1530, 6-14=.982, 7.14=1530, 7.13=-1703,
8.13=4853, 8.12=597, 9.12=575
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I
enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water Ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1646 lb uplift at joint 2 and 1646
lb uplift at joint 10.
5) This truss has been designed with ANSI/TPI 1.1995 criteria.
6) Girder carries hip end with 7.0.0 end setback
7) 2-ply truss to be connected together with 10d Common(.148'x3') Nails as follows:
Top chords connected as follows: 2 X 4 - 1 row at 0.9.0 oc, 2 X 6 - 2 rows at 0.9.0 cc.
Bottom chords connected as follows: 2 X 4 - 1 row at 0.9.0 oc. \ p, f Webs connected as follows: 2 X 4 - 1 row at 0.9.0 oc. pL
8) Special hanger(s) or connection(s) required to load(s) 603.2lb down / support concentrated and 569.31b up at 33.0.0, and ...••••••..••
603.21b down and 569.3Ib up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building •• `Q l F%+ Adesigner.
d
LOAD CASE(S) Standard * i0.4J By •' 1) Regular: Lumber Increase=1.33, Plate Increase=1.33
IlaUniformLoads (plf)
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 '. SPATE OFConcentratedLoads (lb) 0
Vert: 16=-603.2 12=-603.2 '. AZORID
OVALSeptember11,2001
AwAiRmwo - verM design pai arrseters and rueD mores oN Tws AND rievaRss t7De seMR8 use. 0
Design valid for use only wllh MRek connectors. this design If bawd only upon parameters flown, and Is far an Individual building component to be
installed and loaded vertioaM• App/caMy of design parameters and proper Incorporation of component It responslbililty of buldkV designer - not truss
designer. Bracing shown Y for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responslbmty of the erector. Addpbnal permanent txla g of the overall structure b the responsbity of the building designer. For general guidance
regarding fabrication, quarry contra listorage. deery. erection and bracing. consult oa!!rwT-ollty standard. OSI-89 Bracing Speetfication, and Nf.-01 M iTek® Narxill nor Insfollift and Iroclrng Recommendation avallabuss P iefromTrlateInstitute. 693 D'Onotrb Drive. Madison. WI63719.
Symbols
PLATE LOCATION AND ORIENTATION
13/1 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
0
Qaq"nplates
O
For 4 x 2 orientation, locate v
1/e" from outside edge of o
truss and vertical web. H
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.
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
FA RTH EST TO TH E 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 11 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.
MiTeke
AGeneral Safety Notes
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
Q joint and embed fully. Avoid knots and wane
at joint locations.
a 4. Unless otherwise noted, locate chord splices
o at /4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
TM
PANEL
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.
1993 Mitek Holdings, Inc.
FORM018.010 NMRO,A/R
Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 y y TON
11350828
DR1965E A9 ROOF TRUSS 16472 Segovia Cir. N. 1 1
Pembroke Pines, FI 33331-4627 optional)
s ug 22 UU1 Milek Industries, nc. ue ep age
1,:" 4-9.14 1 9.0.0 14-8.0 20-0-0 25-8-0 31.0-0 3 5-2-2 40.0-0 11.0•pI
1.0.0 4-9.14 4-2.2 5-" 5-6-0 5$0 5-6-0 4-2-2 4-9.14 1-0-0
Scale = 1:70.4
5x8 - 5x8 = 3x4 = 5x8 = 3x4 =
5.00 F12 4 5 6 7 6
2x4
2x4 i
3 9
a
2 10
1 11
y-yid
3x8 =
17 16 15 14 13 12
3x8 =
3x8 = 4x8 = 3x4 = 3x4 = 4x8 = 3x8 =
1 9.0.0 164-0 23-" 31-0-0 40-041
r I 1 I 1
9-0-0 7.4-0 7-4-0 7-4-0 9.0-0
Plate OffsetsEdge]
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(TL) .0.77 14.15 >615
BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 195 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.4.15 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-9 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=-22(load case 2)
Max Uplift2=-695(load case 4), 10=-695(load case 4)
FORCES (lb) - 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) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I
enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb
uplift at joint 10.
5) This truss has been designed with ANSI/TPI 1.1995 criteria.
LOAD CASE(S) Standard
ptE 13t14
q,~•.
G
r
No. 4.5161 lb
STATE OF
0 R'1 .
ontaL
September 11,2 0
A WARKINO - ver(/Air design pammetom and READ NOTES ON TS AND REVERSE tTma earORE USE. Nil
DesignvalidforuseonlywithWetsconnectors.This design Is based only upon parameters drown, and b for an tndWuol building component to be Installed
and bd odevertically. Applicabilityof design parameters and proper Incorporalbn of component b i responsty of buildingdesigner - not truss designer. Bracing shown
b far lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction b the responslbmty of the
erector. Additional permanent brbcIng of the overall structure is the responslbily of the building designer. For general guance regordisg fabrication, quaily
control, donage, delivery, erection and bracing, consul OST-W Qua0y Standard, DSI.89 {racing Speciloatkx% and Nil-91 M iTek® NardOng Instatllna andIroctsgtfecommendationavabblefromPlateateInstitute, 593 D'Onofrb d Drive, MaboM WI83719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t3/4 * 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
securely seat. J2 J3 J4 owner and all other interested parties..
4 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 i a , ; Q joint and embed fully. Avoid knots and wane
plates from outside edge of
o
0 '
u
at joint locations.
truss and vertical web. d a
o
4. Unless otherwise noted, locate chordsplices at
I/4 length(+ 6" from C,
cb panel adjacent joint.) BOTTOM
CHORDS This
symbol indicates the 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 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
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 of BEARING
others unless shown. Indicates
location of joints at 13. Do not overload roof or floor trusses with which
bearings (supports) occur. stacks of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional engineer.
MiTek®
15. Care should be exercised in handling, PANEL
T~
erection and installation of trusses, 1993
Mitek Holdings, Inc. CLIP
FORM01
B4O19 HMRO,A/R ®
Job russ truss type JUNAIDIE BUDIMAN PE #45161 y y
11350829
DR1965E , B7
16472 Segovia Cir. N.
ROOF TRUSS Pembroke Pines. F1333314627 1 1
61 optional)
s ug 22 Mi I ek Industries,Inc. ue ep age
3-9.14 7-0-0 11-2-15 15.4-1 19.7-0
1.0-0 3.9.14 3.2-2 4-2-15 4-1-3 4-2-15
Scale = 1:35.4
6x8 =
3x4 = 3x8 II 4x8 =
4 12 5 13 6 14 15 7
5.00 F12
2x4
3
2
1
3x8 =
11 18 10 17 9 18 19
3x4 = 3x4 = 7x8 = 3x4 II
7-0.0 11.2.15 15.4-1 19-7-0
i
7-0-0 4-2-15 4-1-3 4-2-15
Plate Offsets
LOADING (Psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.72 Ver't(LL) 0.21 10.11 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.61 Vert(TL) -0.20 10.11 >999
BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) -0.06 8 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 127 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3.2-8 oc purlins, except end verticals.
4.7 2 X 6 SYP No.2ND BUT CHORD Rigid ceiling directly applied or 4.0.6 oc bracing.
BOT CHORD 2 X 6 SYP No.2ND WEBS 1 Row at midpt 7.9
WEBS 2 X 4 SYP No.3 "Except"
7.8 2 X 4 SYP No.2D
REACTIONS (lb/size) 8=2043/0.3.0, 2=1859/0.8-0
Max Horz 2=181(load case 3)
Max Uplift8=-1870(load case 3), 2=.1471(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD 1.2=34, 2.3=-3847, 3.4=-3695, 4-12=-3555, 5.12=.3558, 5.13=-2426, 6.13=-2426, 6.14=-2426,
14.15=-2426, 7-15=-2426, 7-8=-1916
BOT CHORD 2.11=3460, 11.16=3443, 10.16=3443, 10-17=3556, 9.17=3556, 9.18=118, 18.19=118, 8.19=118
WEBS 3.11=-62, 4.11=777, 4.10=136, 5.10=112, 5.9=.1368, 6.9=-672, 7.9=2794
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water Ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1870 lb uplift at joint 8 and 1471
lb uplift at joint 2.
5) This truss has been designed with ANSI/TPI 1.1995 criteria.
6) Special hanger(s) or connection(s) required to support concentrated load(s) 159.51b down and 305.11b up at 7.0.0, 159.51b
down and 305.1Ib up at 9.1.1, 159.51b down and 305.11b up at 11.1.1, 159.51b down and 305.11b up at 13-1.1, 159.51b
down and 305.11b up at 15.1-1, and 159.51b down and 305.11b up at 17.1.1, and 160.41b down and 255.Olb up at
18-3.4 on top chord, and 625.11b down and 577.61b up at 7-0.0, 46.Olb down at 9.1.1, 46.0Ib down at 11.1.1, 46.01b
down at 13.1.1, 46.01b down at 15-1.1, and 46.0Ib down at 17.1.1, and 30.31b down at 18.3.4 on bottom chord.
C
Design for unspecified connection(s) is delegated to the building designer.
iC
r
I,dv
4`
Q I
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf) No. 45 6 ' 1k
Vert: 1.4=-74.0, 4.7=-74.0, 2.8=.20.0
O ' kacConcentratedLoads (lb)
Vert: 4=-159.5 9=-46.0 11=-625.1 10=46.0 5=-159.5 6=-159.5 12=-159.5 13=-159.5 14=-159.5 STATE OF15=-160.4 16=-46.0 17=-46.0 18=-46.0 19=-30.3
0 L
Se tmber 11.2001
A WARNDvO - VerW design pant rneters and READ NOTES ON TBW AND REVERSE SIDE BEPOR6 USE. QD
Design valid for use only with MIIek connectas. This design Is based only upon parameters dawn, and b fa an Individual building component to be
Installed and loaded venloaN. Applicability of design parameters and proper Incorporation of component Is responsibility of butdhg designer - not truss
designer. Bracing shown b for lateral support of Individual web members only. Addtbnal temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent brboklg of the overai structure Is the rosponsbity of the buldhg designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consul OST-88 Quality Standard, DS/-89 Bracing Sp"ftatioM and Nit-Ol M iTek® Handift IrotollIna and Bracing Qecommendallon avaibabfrom Truss Plate Institute, 593 D'Ono6b Drive, Madison. WI83710.
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.
All
0
0
For 4 x 2 orientation, locate X
plates 1/8" from outside edge of o
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MITek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
MiTeke
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
o 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.
PANEL
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,
1993 Mitek Holdings, Inc.
ffi
FORM018,019 HMPO,A11RO
Job I russ I russ I ype JUNAIDIE BUDIMAN PE #45161 y y
11350830
DR1965E B9 ROOF TRUSS 16472 Segovia Cir. N. 1 1
Pembroke Pines. FI 33331-4627 optional)
s ug 22 2001 Milek Industries, nc. ue ep age
4-9-14 9-041 14-3.8 I 19.7-0
i
1-0-0 4-9-14 4-2-2 5.3-8 5.3-8
Scale = 1:35.4
4x6 =
3x8 = 2x4 II
4 5 6
1 ril
5.00 12
1x4
3
e
2
yetas
3=
9 8
x4
5x8 = 1x4 II 3x4 =
9-0-0 14-3.8 19-7-0
I
9.40 5-3-8 5.3-8
Plate Offsets
LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.36 Vert(LL) -0.05 9 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.16 2.9 >999
BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.03 7 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 102 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5.0.9 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7.11.2 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 7=898/0.3.0, 2=1001/0.8.0
Max Horz 2=224(load case 3)
Max Uplift7=•306(load case 3), 2=.372(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=14, 2-3=-1570, 3.4=•1216, 4.5=-1122, 5.6=0, 6.7=-190
BOT CHORD 2.9=1428, 8.9=890, 7-8=890
WEBS 3.9=-336, 4.9=111, 5.9=286, 5.8=104, 5.7=•1105
NOTES,
1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Provide adequate drainage to prevent water Ponding.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 306 lb uplift at joint 7 and 372 lb
uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
P..I
No. 45161
O •s STATE OF V
L
September 11,2 C
A WARNING - VerW design parameters and READ MOTES ON THIB AND REVERSE 3ME BEFORE USE.
Design valid for use only with Ml1ek connectom This design is based only upon parameters dawn- and is for an Individual building component to be
installed and loaded vedlcaty. Appioabity of deign parameters and proper Incorposafbn of component is retponsbity of building designer -not Inns
designer. Bracing shown is fa lateral support of Individual web members only. Additional temporary bracing to hwre dabity during construction is the
responsbity of the erector. Additional permanent brbcklg of the overall shucture is the responsbity of the building designer. For general guidance
regarding fabrication. Quality con tfol donoge, delivery, erection and broaklg, con sun OST-W Quality Standard, DSI.89 Bracing Spec fkatbn, and HIS-91 M iTek® Handlingq Indoaand Sractrlg Recommendation available from Trust Plate Institute. 583 D'Onoftb Drive. ModIsm WI63719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t'4 * Center plate on joint unless Damage or Personal Injury
dimensions indicate otherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, property
securely seat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
70 2. Cut members to bear tightly against each
ct
other,
o WEBS
J5
Q 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o Q joint and embed fully. Avoid knots and wane
from outside edge of
o
d ° "
CL
at joint locations.
truss avertical web. trussando Unl
4. ess otherwise noted, locate chordsplices at
14 length 6' from paneladjacent oint. BOTTOM
CHORDS This
symbol indicates the 5.
Unless otherwise noted, moisture content of required
direction of slots in Jt
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 MRek/
Gang-Nall Joint/Plate Placement Chart. FARTHEST
TO THE LEFT. is the responsibility PtYof truss fabricator. General WEBS
ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8.
Plate type, size and location dimensions PLATE
SIZE shown indicate minimum plating requirements. The
first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4
X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension
is the length parallel grade specified. to
slots. BOCA 86-93, 85-75, 91-28 10.
Top chords must be sheathed or purlins LATERAL
BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates
location of required 11. Bottom chords require lateral bracing at 10 continuous
lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless
otherwise noted. SBCCI
87206, 86217, 9190 12.
Anchorage and/or load transferring WISC/
DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING
others unless shown. Indicates
location of joints at 13. Do not overload roof or floor trusses with which
bearings (supports) occur, stacks of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional engineer.
MiTek®
15. Care should be exercised In handling, PANEL
TM
erection
and installation of trusses. 1993
Mitek Holdings, Inc. CLIP
FORM019,
019 HMR0-AIR ®
Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 Y Y RTON
11350831
DR1965E C1
16472 Segovia Cir. N.
ROOF TRUSS Pembroke Pines, FI 33331-4627 1 1
optional)
s ug 22 2001 Milek Industries, Inc. Tue Sep age
4.9.14 9.0.0 14-4-o
1-0-0 4-9.14 4-2-2 5.4-0
Scale = 1:26.0
4x6 =
3x4 =
4 5
5.00 12
2x4
3
0
2
1
7 6
3x4 =
US = 2x4 11
I 9.0.0 I 14-4-0
I
9-0-0 5-4-0
LOADING (psf)
TCLL
SPACING 2.0.0
Plates
CSI DEFL in (loc) I/deft
i7
PLATES GRIP
30.0
TCDL 7.0
Increase 1.33
Lumber Increase 1.33
TC 0.36
BC 0.37
Vert(LL) .0.02 >999
Vert(TL) .0.14 2.7 >999
M1120 249/190
BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 6 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/dell = 360 Weight: 72 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6.0.0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9.4.12 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 6=651/Mechanical, 2=754/0.8.0
Max Horz 2=224(load case 3))
Max Uplift6=-234(load case %, 2=-286(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD 1.2=14, 2.3=.972, 3.4=-594, 4.5=.544, 5.6=-601
BOT CHORD 2.7=884, 6.7=0
WEBS 3.7=-366, 4.7=-125, 5-7=681
NOTES
1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I
enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC:/ANSI95 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Provide adequate drainage to prevent water ponding.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 234 lb uplift at joint 6 and 286 lb
uplift at joint 2.
5) This truss has been designed with ANSI/TPI 1.1995 criteria.
LOAD CASE(S) Standard
xp;E 8UD
No. 4.51&1
e 0 SPATE OF ,•
S'' 4' O R t0*•`c1L
s%L
September 11,2 901
AWARNING - verify deeiyrt parameters and R&W NOTES ONTWS AND IREVERSE SmE DEMIM EM. 0
Deslgn valid br use onty with IhMak connectors. This design is based oNy upon parameters dawn, and is for an krdlvtduat binding component to be
installed and boded vertloalify. App/cablitly of desgn parameters and proper I ,aporafbn of component is resporablty of buidlrq designer - not truss
designer. Bracing shown is for lateral support of krdlvtdlrol web members only. Additional temporary bloc ttg to Yrswe stability during construction is the
responsbity of the erector. Addlttorarais t permanentbclloftheoverallstructuretheresporabVy of the binding designer. For general guidance regadli g
fabrbafbr% quoBly antra storage, delivery, election and bracing, cons car-ae Standard. 039-89 Bracing SpeelteattoM and HI.-91 HandIling trsoenit
fand irackqRecommendation avaeW ae horn TrussPlate InslRute, 663 D'Onobb Drivtd e, adbon, W153719. MiTek®
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.
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-Nall 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
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 11 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.
WWI
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
i at joint locations.
a 4. Unless otherwise noted, locate chord splices
o at I14 panel length(* 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
TM
PANEL
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,
1993 Mitek Holdings, Inc.
FORM016,019 MYDRO,A/R
Job russ Iruss I ype JUNAIDIE BUDIMAN PE #45161 Q y y
11350832
DR1965E CG 16472 Segovia Cir. N. FINK Pembroke Pines. FI 33331-4627 1 1
o tional
n us rsugie yes, Inc. I ue bep age
1.0.0 4-2-13 7-5.0 10.7-3 14-4.0 14-10-0l
1-0-0 4-2-13 3.2-3 3.2-3 341-13 043-0
Scale = 1:26.1
4x6 =
4
5.00 F,2
2x4 \\ 2x4
3
5
6
2
l
US =
9 9 7 10
3x4 = 3x4 =
US =
53.9 9-6-7 14-4-0 14-10-0
5-3-9 4.2-15 4-9.9 0."
l`lateUffsets(X,Y):
LOADING (ppsf) SPACING 2.0.0 CSI DEFL in (Ioc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.12 2.8 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.16 2.8 >999
BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.03 6 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 74 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3.9.10 oc purlins.
BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6.1.7 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=1481/0.2.1 (input: 0.1.8), 6=1454/0.2.0 (input: 0.1.8)
Max Horz 2=57(load case 3)
Max Uplift2=-806(load case 4), 6=-787(load case 4)
FORCES (lb) • First Load Case Only
TOP CHORD 1.2=33, 2.3=-2532, 3.4=-2363, 4.5=•2237, 5.6=-2372
BOT CHORD 2-9=2312, 8-9=2312, 7.8=1553, 7.10=2127, 6-10=2127
WEBS 3.8=.312, 4.8=1017, 4.7=816, 5-7=•189
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) WARNING: Required bearing size at joint(s) 2, 6 than input bearing size. greater
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 806 lb uplift at joint 2 and 787 lb
uplift at joint 6.
5) This truss has been designed with ANSI/TPI 1.1995 criteria.
6) Special hanger(s) or connection(s) required to support concentrated load(s) 750.71b down and 512.9Ib up at 3.1.4, and
766.01b down and 569.61b 11.8.12 bottom Design for is delegated buildingupatonchord. unspecified connection(s) to the
designer.
prLOADCASE(S) Standard
1) Regular: Lumber Increase=1.33, Plate Increase=1.33 ` .••'lFl'''. 4. /jiUniformLoads (plf) •.4(,
Q
Vert: 2-6=-20.0, 1.4=•74.0, 4.6=.74.0
Concentrated Loads (lb)
Vert: 9=-750.7 10=.766.0 } N0.4•Jlsl
STATE OFto1
ss%Nay.'
September 11,2 C
AWARMNO - Verl;fjT design patnmsters and READ NOTES ONTB7S AND REVERSE SWE BEFORE USE.
Design valid tot use only with MITek connectors This design is based only upon parameters dawn, and It fa an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is iesponsRNYty, of building designer - not truss
designer. Siccing shown is tot lateral support of Individual web members only. Additional temporary bracing to Irnuie debility duilig construction is the
iesponslbmly of the erector. Additional permanent biactrq of the overall structure is the rosponsibillily, of the building designer. For general guidance
tegaiding fobrkatlon, Quality control dotage, delivery, election and bracing, consull GST-W Ouotlty Standard, OSI.50 Iractng Spectfleallon, and 111I.O1 M iTe k® Handling Installing and Siccing Recommendation available from Truss Rate Institute, 693 D'OnOhM loDrive, odbon. WI53719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
113i. * Center plate on joint unless Damage or Personal Injury
dimensions indicate otherwise.
Dimensions are In inches. Apply l . Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, property
81,
securely seat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each
T c2 c
other.
o WEBS
J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
O , a
cc joint and embed fully. Avoid knots and wane
plates 1/8"from outside edge of
o
d ° V
at joint locations.
truss and vertical web. o
4. Unless otherwise noted, locate chords laces
at I/4 Len th 6 from
ce w cb I panel adjacent oint, 9 (+ 1 joint.)
BOTTOM CHORDS
This symbol indicates the
5. Unless otherwise noted, moisture content of
required direction of slots in
J1 J8 J7 J6 lumber shall not exceed 19 % at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and
MITek/Gang-Nall Jolnt/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibilityPtY of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension Is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
4 X 4 perpendicular to slots. Second In all respects, equal to or better than the
dimension Is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28
10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
MiTek® 15. Care should be exercised In handling, -
PANEL
TM erection and Installation of trusses,
1993 Mitek Holdings, Inc.
CLIP
FORM019,019 KMRO,A/R®
Job russ cuss ype JUNAIDIE BUDIM 5161 ty y
16472 Segovia Cir. N. 113508
DR1965E D ROOF TRUSS Pembroke Pines, FI 33331-4627 3 1
optional)
Inc. r e Industries, Inc. 4.201 1 s un 82001 MiTek Industries Tue Sep 11 1 :1 0
1-0-0 4-3-0 8-6-0 9-6-0
1-0-0 4-3-0 4-3-0 1-0-0
Scale = 1:17
4x6=
3
5.00(-1'f
4
2
LJ
5 I'
3x49AIN
VN
7:hc411 6
3x4_-
0-10-10 a-1-$ 4-3-0 7-6-0
f
8
0-10-10 0-2-14 3-1-8 3-3-0 1-0-0
Plate Offsets 2:0-2-15 0-1-8 4:0-2-15 0-1-8
LOADINGIpsf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.32 Vert(LL) 0.03 2 >505 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.34 Vert(TL) -0.03 2 >430
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 6 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min Vdefl = 360 Weight: 32 lb
LUMBER BRACING
TOP CHORI32 X 4 SYP No.2D TOP CHORDSheathed or 6-" oc pudins.
BOT CHORD? X 4 SYP No.2D BOT CHORDRigid ceiling directly applied or 10-" oc bracing.
WEBS 2 X 4 SYP No.3
REACTION$b/size) 8=482/0-3-0, 6=473/Mechanical
Max Hor8=12(load case 3)
Max UpliB=-402(load case 4), 6=-394(load case 4)
FORCES(lb) - First Load Case Only
TOP CHOORDI-2=28, 2-3=-211, 3-4=-210, 4-5=28
BOT CHORD?-8=126, 7-8=126, 6-7=126, 4-0=126
WEBS 3-7=-143
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the Wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf
bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft With exposure
C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is
exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint 8 and 394 lb uplift at joint 6.
5)This truss has been designed with ANSI/fPI 1-1995 criteria.
LOAD CASE(S$tandard
IiFic*'-.
No. 45161
0- =. STATE OF .`
AL
A WA&M O - V rW design paratnetem and R&W NOMS ON TMS AND REVZR86 SME BEMRS VW. =n! ®
Design valid for use only with Mllek connectors. This design b based only upon parameters dawn, and Is for an IndMduol building component to be
Installed and looded vertically. Applicability of design parameters and proper Yreorporation of component Is responsibility of building designer - not truss
designer. Bracing shown It for lateral support of Individual web members only. Additional temporary bracing to Insure dabMty during construction Is the
responsibility of the erector. Additional permanent br>Sckrg of the overall structure Is the rospons ty of the building designer. For general guidance
regarding fabrication, quay controL storage, deNery, etectlon and bracing, consult OST-BB Quality Standard. D3111-80 Sroeft SpeclBcatlon, and XIS-01 M iTek® Handling lnstalWm qandSrocbpRecomendatlonavailable from Truss Role Institute, 593 D'Onoftlo Drive, Madison, WI5371 V.
Symbols .
PLATE LOCATION AND ORIENTATION
V/. *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
A„
17-117
0
0
For 4 x 2 orientation, locate
plates 1/8" from outside edge of o
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MRek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
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
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 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.
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, 49224e
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
MiTeke
PANEL
TM
CLIP
FORM018.019 HMRO,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 russ Truss Type JUNAIDIE BUDIMAN PE #45161 y y TON
11350834
DR1965E D3 ROOF TRUSS
16472 Segovia Cir. N.
Pembroke Pines. A 33331-4627 1 1
optional)
s wig 22 ZUU1 Mi I eK industries, Inc. Tue Sep age
1-0-0 3.40 5S-0 8.6-0 9-6-0
1.0.0 3-0.0 2.6.0 3.40 1.0.0
Scale = 1:17.6
6x6 =
6x6 =
3 4
5.00 12
r
12
1t 5
2
61a
3x4 = 3x4 =
9 8
2x4 II 2x4 11
1 1.0-0 3.0.0
f 5.6.0 7-6-0 6-6-0
i
1.0.0 2-0-0 2-6.0 2.40 1.0-0
Plate Offsets
LOADING (psf) SPACING 2.0.0 CSI DEVIL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.32 Vert(LL) 0.04 8-9 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.50 Vert(TL) -0.04 8-9 >999
BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 7 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 34 Its
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 6.0.0 oc purlins.
3-4 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
BOT CHORD 2 X 4 SYP No.2D
WEBS 2 X 4 SYP No.3
REACTIONS(lb/size) 10=511/0.8.0, 7=511/0-8-0
Max Horz 10=9(Icad case 3)
Max Uplift 10189(load case 3), 7=•389(load case 2)
Max Grav 10=522(load case 5), 7=522(load case 6)
FORCES (Its) • First Load Case Only
TOP CHORD 1.2=28, 2.11=-235, 3.11=-234, 3-4=-153, 4.12=-234, 5.12=-235, 5-6=28
BOT CHORD 2.10=162, 9.10=162, 8-9=153, 7.8=162, 5.7=162
WEBS 3.9=.81, 4.8=-81
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I
enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not
exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water Ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 10 and 389
lb uplift at joint 7.
5) This truss has been designed with ANSI/TPI 1.1995 criteria.
6) Girder carries hip end with 3.0.0 end setback
7) Special hanggers) or connection(s) required to support concentrated load(s) 70.5Ib down and 66.51b up at 5.6.0, and 70.51b
down and 66.51b up at 3.0.0 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=1.33
C p
D
UniformLoads(plf) SkFIc 1PVert: 1.2=-74.0, 2.11=-14.0, 3.11=-74.0, 3.4=-80.2, 4.12=.74.0, 5.12=-14.0, 5-6=.74.0, 9.10=-20.0, yL .•t 8-9=-21.7, 7.8=.20.0
Concentrated Loads (lb)
Vert: 9=.70.5 8=-70.5 rill. 4.516a
0 STATE OF
R Io
aNA1. September 11,2001
A WARAANG - ver(& design yarcusseters and R&W NOrTSS ON TBiS AND JtEVERS6 Sma Bir"RE USE.
Design void for use onty with MITek connector. This design Is based only upon porameten shown, and b for an IndlAdual building component to be palInstoiledandloadedvertically. Applicability of design arameten and proper IncorporationIslbmofcomponentresponsty of bu0dhg designer - not truss
designer. Bracing shown b for lateral support of Individual web member only. Additional temporary broekq to Insure stability duiing construction Is the
responsibmty of the erector. Additional permanent brbckp of the overall shucture Is the rosponslblmy of the building designer. For general guidance
regarding fabrication, quality control storoge, delivery, erection and broctrrg, consuB OST-ail Oualtly Standard, DSI-SC Sraclrq Specification, and HIS-91 M iTek® Handling Installing and Srocbtg Recommendation available om Truss Plate institute, titute, 383 D'OnohDrove. Madison, WI $3719.
Symbols
PLATE LOCATION AND ORIENTATION
13/1 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions ore in inches. Apply
plates to both sides of truss and
securely seat.
A„
0
QL7"'*For 4 x 2 orientation, locate
0
plates I/B" from outside edge of o
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE IOWESTJOINT
MrTek/Gang-NallJolnt/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension Is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur,
WWI
SI!
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
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 at'/4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
PANEL
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.
1993 Mitek Holdings, Inc.
FORM016.010 NMRO,WR ®
Aob russ Truss Type
JUNAIDIE BUDIMAN PE #45161 y y
11350835
DR1965E E ROOF TRUSS 16472 Segovia Cir. N. 1 1
Pembroke Pines, FI 33331-4627 optional)
s ug 22 2UU1 Milek Industries, Inc. I ue Sep age
I 4-3-0 8-6-0
4-3-0 4-3-0
US = Stale = 1:21.4
5.00 12
2
3x4 i 3x4
1
e
r
LA
6 5 4
2x4 11 3xa = 2x4 I I
4-3-0 8-6.0
4-3-0 4-3-0
LOADING (psf)
TCLL
SPACING 2-0-0 CSI DEFL in (lot) I/defl PLATES GRIP
30.0 Plates Increase 1.33 TC 0.22 Vert(LL) -0.00 5 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.06 Vert(TL) -0.01 5-6 >999
BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 4 n/a
BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 46 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6.0.0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2D BUT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 6=386/Mechanical, 4=386/Mechanical
Max Horz 6=-9(load case 2)
Max Uplift6=-123(load case 4), 4=-123(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=-275, 2.3=•275, 1.6=.345, 3.4=•345
BOT CHORD 5.6=0, 4-5=0
WEBS 2.5=-92, 1.5=268, 3.5=268
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I
enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 6 and 123 lb
uplift at joint 4.
5) This truss has been designed with ANSI/TPI 1.1995 criteria.
LOAD CASE(S) Standard
p
it
ci
R
r
No. 4.51s1
0'. STATE OF
c % ,c •
O .
V.V*
O`YIrIL. Gam'
September 11,21101
A WARNING - Ver(fy design parameters and READ N TT S ON TMS AND REVERSE SIDE BEFORE USE.
Design valid lot use only with Mllek connectors. This design Is based only upon parometem dawn, and is for an Individual bu9tlkg component to be
hstatied and loaded venicaiy. Applicability of design parameters and proper Wimporatlon of component is iesponslbilty of building designer - not truss
designer. Bracing shown k fa lateral support of hdMdual web members only. Additional temporary bracing to insure stability duing construction is the
iesponsfbOy of the erector. Additional permanent btaeing of the overall structure is the tosponstbitty of the building designer. For general guidance
regarding fabrication, quality control. storage, delvery, erection and bracYg, consult 087-W Quality Standard. DSS-fig Bracing Speclflcatlon, and Ills-91
Handling installing and Srocing Recommendation avaSable from Truss Plate Institute. 5183 D'Onofrlo Drive, Madison, WI03719. M iTe k®
Symbols
PLATE LOCATION AND ORIENTATION
13/1 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
A„ ,A„
cc
0
0
For 4 x 2 orientation, locate
plates I A" from outside edge of ao
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MRek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
MiTek®
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
o at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 at /4 panel length(* 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
PANEL
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,
1993 Mitek Holdings, Inc.
FORM018,019® MYt%R0-/iIR
Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 y y RTQN
11350836
DR1965E , E3 ROOF TRUSS 16472 Segovia Cir. N.
Pembroke Pines. F133331-4627 1 1
optional)
s kug 22 ZUUI Milek lnclustries`,-nc. ue ep age
3.0.7 5.5.9 8-6-0
3-0.7 2-5-2 3.0.7
6x6 =
8x8 =
Scale = 1:19.0
5.00 F12 2 9 10 3
4
3x4
N
r
ET LA
8 7 11 12 6 30 = 5
2x4 11 3x4 =
20 11
3-0-7 5.5.9 8.6-0
3-0-7 2-5.2 3-0.7
Plate Offsets
LOADING (psf)
TCLL
SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP
30.0 Plates Increase 1.33 TC 0.21 Vert(LL) 0.01 6.7 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.11 Vert(TL) -0.01 7 >999
BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) -0.00 5 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/dell = 360 Weight: 47 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D "Except` TOP CHORD Sheathed or 6-0.0 oc purlins, except end verticals.
2.3 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
BOT CHORD 2 X 4 SYP No.2D
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 8=424/Mechanical, 5=424/Mechanical
Max Horz 8=-6(load case 2)
Max Uplift8=•362(load case 4), 5=•362(load case 4)
FORCES (lb) • First Load Case Only
TOP CHORD 1.2=-416, 2.9=•345, 9.10=•345, 3.10=•345, 3.4=.416, 1.8=•387, 4.5=•387
BOT CHORD 7-8=50, 7.11=345, 11-12=345, 6.12=345, 5.6=50
WEBS 2.7=-69, 3.6=-69, 1.7=330, 4.6=330
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC:/ANSI95 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 362 lb uplift at joint 8 and 362 lb
uplift at joint 5.
6) This truss has been designed with ANSI/TPI 1.1995 criteria.
7) Special hanger(s) or connection(s) required to support concentrated loads) 69.91b down and 74.41b up at 3.0.7, 3.61b down
and 40.1Ib up at 3-9-12, and 3.61b down 40.11b 4.8-4, 9.91b down 74.41bandupatandand up at 5.5.9 on top chord,
and 17.31b down and 74.Olb up at 3.0-7, 7.71b down and 49.91b up at 3-9.12, and 7.71b down and 49.91b up at 4.8.4,
and 17.31b down and 74.01b up at 5.5.9 on bottom chord. Design for unspecified connection(s) is delegated to the building
designer.
13l fD
LOADCASE(S) Standard IF%C1) Regular: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1.2=-74.0, 2.3=-74.0, 3.4=-74.0, 5.8=-20.0
Concentrated Loads (Ib) f
NO, 4.5 siVert: 2=-9.9 33=-9.9 7=•17.3 6=-17.3 9=•3.6 10=•3.6 11=•7.7 12=-7.7
Y
STATE OF t
Ril
ONA1.
AIVARNDVO - Veryk design pasametem and RzAD NOTES ONTffis AND RE1/zRBz SIDE BAmRE USd. 0
Design valid tot use only with Mlfek connectors. Thb design Is based only upon parameters shown, and b fa an Individual building component to be
Installed and boded venbally. AppSeabllty of design parameters and proper Incorporation of component If responslbmty of buldi ng designer - not truss
designer. Bracing shown Is for lateral support of Individual web members only. Addttbnal temporary bracing to Insure dabmty during construction b the
responslbillty of the erector. Additional permanent dbcing of the overall structure Is the responstWilty of the building designer. For general guldonce
regarding fabrication, quality control storage, delvery, erection and bracing, consult CST-8a! OuaMy Standard, DSI.89 tracing Spectftcatbn, and HIS-91 M iTe k® Handling tndaUUM and Sroatng Qecommendatlon ovallable ftom Truss Plate Institute, 583 D'Onctrb DrivMn, e, odboW153719.
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 Injury
dimensions indicate otherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, property
securely seat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each
u c3
other.
VVEBSNC6
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 1/8" from outside edge of
o
a X
at joint locations.
truss and vertical web. o a4. Unless otherwise noted, locate chord splices
at /4 length(+ 6" fromuC,
o panel adjacent joint.)
BOTTOM CHORDS
This symbol Indicates the
5. Unless otherwise noted, moisture content of
required direction of slots in
J1 J8 J7 J6 lumber shall not exceed 19 % at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the
AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and
MITek/Gang-Nall Joint/Plate Placement Chat.
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.
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
4 X 4 perpendicular to slots. Second in all respects, equal to or better than the
dimension Is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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 of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
MiTek® 15. Care should be exercised In handling, -
PANEL
TM erection and Installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORM018.019 NMRO,A/R® L
pob russ Truss Type
JUNAIDIE BUDIMAN PE #45161 y y HUHI UN
11350837
DR1965E FG ROOF TRUSS 16472 Segovia Cir. N. 1 2
Pembroke Pines, FI 33331-4627 optional)
s ug 22 ZUUI Milek Industries, Inc. Tue Sep age
3-5-8 &11-0
3.5.8 3-5-82x4II4x6 = Scale: 12'=1'
1 4x6 = 7 2 8 3
9 10 5 11 4
2x4 11 6x8 = 2x4 11
3-5-8 B-11-0
3.5-8 3.5.8
LOADING (psf) SPACING 2.0.0 CSI DEFL in (Ioc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) 0.02 5.6 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.18 Vert(TL) -0.02 5.6 >999
BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.00 4 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 118 lb
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-0.0 oc purlins, except end verticals.
BOT CHORD 2 X 6 SYP No.2ND BUT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 6=1814/0.1.8, 4=2288/Mechanical
Max Uplift6=-905(load case 2), 4=-1152(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1-6=-1615, 1-7=•1335, 2.7=•1335, 2.8=-1335, 3.8=-1335, 3.4=•2073
BOT CHORD 6.9=0, 9.10=0, 5.10=0, 5.11=-0, 4.11=0
WEBS 1.5=1954, 2.5=.1012, 3.5=1954
NOTES
1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the right is exposed and the left is not
exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Provide adequate drainage to prevent water ponding.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 905 lb uplift at joint 6 and 1152
lb uplift at joint 4.
6) This truss has been designed with ANSI/TPI 1.1995 criteria.
7) 2-ply truss to be connected together with 10d Common( 148'x3') Nails as follows:
Top chords connected as follows: 2 X 4 - 1 row at 0.9.0 oc, 2 X 6 - 2 rows at 0.9.0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0.9.0 oc.
Webs connected as follows: 2 X 4 - 1 row at 0.9.0 oc.
8) SpPecial hanger(s) or connection(s) required to support concentrated loads) 452.O1b down and 266.11b upat 2.5.12, and 452.
OIb down 266.11b 4.5.12, andupatand 452.0Ib down and 266.11b up at 6.9.4 on top chord, and 88 71b down and 27.
21b up at 1.0.1, and 1411.61b down and 789.91b up at 2.11.12, and 623.31b clown and 242.21b up at 4.11.12 on bottom
chord. Design for unspecified connection(s) is delegated to the building designer. LOAD
CASE(S) Standard 10113 l f 1)
Regular: Increase=1.33, Plate Increase=1.33UnifoJ PIFr'C'q Loads Vert: 1.
3=-74.0, 4.6=-20.0 ':••' r'••i Concentrated Loads (
Ib) Vert: 3=-
452.0 7=-452.0 8=.452.0 9=-88.7 10=-1411.6 11=-623.3 - * •' N0, Q.
rj js1 0 •. STATE
OF r° V September 11,
2001 A WARhMVG -
VerW design parameters and READ N07ZS ON TBM AM RE VERSE SmE BEPORE USE. ® Design void
lot use only with MITek connectors. This design Is based only upon parameters dawn, and I fa an Indlvldual building component to be installed and
boded vertically. Applicability of design parameters and proper Incorporation of component If resporoblity of bulldkng designer - not truss designer. Bracing
shown Y for lateral suppod of IWlvldual web members only. Additional temporary bracing to Insure stability during construction Is the responsRrily of
the erector. Additional permanent brbcing of the overall shuclute Is the tcsponsbity of the building designer. For general guidance regarding fabrication,
quaiy conholl. storage, deWery, efectbn and bracing, consult QET-W Qualify Standard, OSI•89 Bracing Specification, and XD-91 MandlI ng
hts! Mrna and Bracing Recontmerviallonavailable ham Truss Plate Instltute, 889 D'Onoab Drlve, Madison. WI63719. M iTe 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 the
plates to both sides of truss and building designer, erection supervisor, property
securely seat.
a
J2 J3 J4 owner and all other interested parties..
T
TOP CHORDS
2. Cut members to bear tightly against each
C7 G
other.
O WEBS ,
J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate Qv ; '' ; joint and embed fully. Avoid knots and wane
plates /e"from outside edge of
o_
a y
V
at joint locations.
truss and vertical web, a
o
4. Unless otherwise noted, locate chords lacesP
at /4 length(+ 6" fromcuC, u panel adjacent joint.)
BOTTOM CHORDS
This symbol indicates the
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 LEFT TO RIGHT. practice is to camber for dead load deflection,
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
4 X 4 perpendicular to slots. Second in all respects, equal to or better than the
dimension is the length parallel grade specified,
to slots. BOCA 86-93, 85-75, 91-28
10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
MiTek® 15. Care should be exercised In handling,
PANEL
TM erection and Installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORM016,019 HMRD,AZR® 1
JQb russ I russ ype JUNAIDIE BUDIMAN PE #4516 Y Y HOHION
Ds1965E fJ
16472 Segovia Cir. N.
ROOFTRUSS 20 1
11350838
Pembroke Pines, FI 33331-462 optional)
s Aug 22 2001 Me]ek Industries, Inc. I ue bep age
t o 0 7-0-0
1.0.0 7-0-0 3
Scale = 1:18.2
5.00 12
2
4
2x4 =
7.0.0
7.0-0
LOADING (psf) SPACING 2-0.0 CSI DEVIL in (loc) I/defl 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 1.2 >85
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) •0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 23 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.21) 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=181(load case 4)
Max Uplift 3=- 1 54(load case 2), 2=•182(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=29, 2.3=75
BOT CHORD 2.4=0
NOTES
1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I
enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7.93 per SBG/ANSI95 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 3 and 182 lb
uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1.1995 criteria.
LOAD CASE(S) Standard
ptE 13
t ' 1a. 45161
0': STATE OF
L
September 11,21101
A WARKIING - Ver(& design parameters and READ NOTTTS ON TWS AND REVERSE SIDE 9E"RE USE.
Design valid be use only wah MITek connectors. This design is based only upon parameten dawn• and is for an IndWuol bulldlrq component to be
Installed and loaded vedleally. Arr", bVy of design parameters and proper Incorporatbn of component b tegmnsbWy of buShcrq designer -not tnm
designee. Noting dawn is lot lafetal anpporl of ktdlvldual web membefs only. AddBbnal temporary btockq to Inoue dobMy durkq condructbn is the
responsbSlty of the etectot. Additional permanent Imlie g of the oveml drudute b the rosponsbdly of the building designee. For genetal guidance
regaedhg labrbatbm quality conhol. storage, delivery, etedbn and dacYq, consult QST-W CuaQy Standard, 088-89 Sracbsg Spec111catlom and HIS-91
HandlingbW Mna and Bracing Qeeamendaslon av8abffb alshamTrussPlateInstitute, 583 D'OnoDelve, Modism WI53719. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/1 *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each
other.
Q
WEBS
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
O
a
at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chords lacesP
at length(+ 6" fromuVC6panel adjacent joint.)
BOTTOM CHORDS
This symbol indicates the 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
MtTek/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, 401 unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
M iTek® 15. Care should be exercised In handling,
PANEL
TM erection and installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORM018.010 HMRO,AZR0
Job russ runs ype JUNAIDIE BUDIMAN PE #45161 Y Y RION
DR1965E J21
16472 Segovia Cir. N.
ROOF TRUSS Pembroke Pines, FI 33331-4627 2 1
11350839
optional)
s Nug 22 2UU1 Milek Industries, Inc. Tue Sep age
i -1-0-0_r0-3.81 2-7.8 1
0-8-8 0.3.8 2-7.8 3
5.00 f 12 Scale = 1:15.5
3x4 i
2
1
4
2x4 11
2 7.8
3x4 =
k3-81 I
0.3.8 2.7-8
LOADING (Dsf) SPACING 2.0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) 0.00 4-5 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.01 1-2 >999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 16 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.11.0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 3=67/Mechanical, 5=225/0-1.8, 4=25/Mechanical
Max Horz 5=93(load case 4))
Max Uplift3=-34(load case 2), 5=-138(load case 4), 4=•103(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1.2=34, 2.3=19, 2.5=-200
BOT CHORD 4.5=0
WEBS 2.4=•0
NOTES
1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf topdeadloadchordand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC:/ANSI95 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not
exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 3, 138 lb
uplift at joint 5 and 103 Ib uplift at Point 4.
5) This truss has been designed with ANSI/TPI 1.1995 criteria.
LOAD CASE(S) Standard
No. 451fi1
iSTATEOF ,•
R t0'„
September 11,2 01
A WARMC; - verW design parameters and RFAO NOMS ON 1WS AND REVEPW SWE BEMRB USE.
Design valid bf use only with MRek connectors. This design Is bated only upon parameters drown. and is tar an lndivlduat buldkq component to be
installed and loaded verttoaly. App/cabity of design parameters and props ksoorpotatlon of component is respmsitomy of building designer - not truss
designer. Bracing drown is far lotetal support of Individual web members only. Additional temporary bfoehg to Irtsufe dabMy during condructlon b the
responslbpty of the efector. Addlllonal pmmanent bibekp of the overall structure is the responsibility of the building deignner . forgealguidance regarding
fobrlcotbn. Quady conhot storage, detvery, eteelon and brack,g. carsulf CST-55 o,l yStandard. OS I-89 Bracing Speeillf:0 0% and 111.-01 NondOrsg
tnstG6sg oand11raCklg m Oecomendatlon aVallobhb ham TrussPlatedttute, 593 D-Onohlo Drive. Madison. Wl53719. M iTek®
Symbols
PLATE LOCATION AND ORIENTATION
13/1 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
0
O
For 4 x 2 orientation, locate
plates/e" from outside edge of o
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
MRek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
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,
MiTeke
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
i at joint locations.
a 4. Unless otherwise noted, locate chord splices
o 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.
PANEL
TM
CLIP
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.
FORM018,019 HMPO- R0
Job russ I russ 1 ype JUNAIDIE BUDIMAN PE #45161 y Y HORTOINV
DR1965E . J3
16472 Segovia Cir. N.
ROOF TRUSS Pembroke Pines, FI33331-4627 3 1
11350840
optional)
s ug 22 20011V r e n us rles, Inc. I ue Sep age
1.0.0
1 3.0-0
1.0.0 3-0-0
3
Scale = 1:9.5
5.00 12
2
1 2x4 =
4
1.0-0 ix3.0-0i
1.04) 0.4-0 1-8-0
LOADING (psf)
TCLL
SPACING 2.0-0 CSI DEFL in (loc) I/dell PLATES GRIP
30.0 Plates Increase 1.33 TC 0.09 Vert(LL) 0.04 2 >318 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) .0.05 2 >278
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 3 n/a
BCDL 10.0 Code SBC/ANS195 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/size) 3=95/0.1.8, 4=-114/0.1.8, 5=373/0.3.0
Max Horz 5=97(load case 4)
Max Uplift 3=-57(load case 2), 4=•114(load case 1), 5=-311(load case 4)
Max Grav 3=95(load case 1), 4=68(load case 4), 5=373(load case 1)
FORCES (lb) - First Load Case Only
TOP CHORD 1.2=28, 2.3=29
BOT CHORD 2-5=-0, 4.5=0
NOTES
1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not
exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 3, 114 lb
uplift at joint 4 and 311 Ib uplift at Joint 5.
4) This truss has been designed with ANSI/TPI 1.1995 criteria.
LOAD CASE(S) Standard
0 it FEE 183
c;.
do
No. 4.5161
Y
0'.. STATE OF
ANAL
September 11,2 01
AwARmNG - ver W design pamrneten and REm Nons oN Tws AND 1ievmm erns BZMRZ use. asio!®
Design valid lot use only with buret connectors. Ths design Isbased only upon Parameters drown, and Is lot an Individual building component to be
instated and boded vertbaty. Applicability of dedgn parameters and proper kxxxpowfbn all component is iesponsbMy of building designer - not truss
designer. 8roctng drown Is for lateral suppod of kWAAdual web members only. Additional temporary bacing to insure stability during Condructbn Is the
responsfbOy of the erects. Additional permanent tX1WIr of the overall structwe It the respondlMy of the building designer. For general guidance
regadkng labrbatbn. quatly Control dsage, deNery. erection and bracing, osuutl CST-W Quality Standard. DS/-89 IrocI ng Speclllcatlon. and HII-91
XandWq kuiamm and Iroctng Reeamrrnernd Mon ovolMabfrom Truss Plate hslMde. 583 D'Onobb Drive. Modkn, oWI53719. M iTek®
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 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 each
c2 Q
other,
o WEBS
J5
a:3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o ;, , Q joint and embed fully. Avoid knots and wane
plates r/a"from outside edge of
o_
a
at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chordsplices at
r/4 length(+ 6" from ce
C, panel adjacent joint.) BOTTOM
CHORDS This
symbol indicates the 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 formal 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. 8.
Plate type, size and location dimensions PLATE
SIZE shown indicate minimum plating requirements. The
first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4
X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension
is the length parallel grade specified. to
slots. BOCA 86-93, 85-75, 91-28 10.
Top chords must be sheathed or purlins LATERAL
BRACING HUD/FHA 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 of BEARING
others unless shown. Indicates
location of joints at 13. Do not overload roof or floor trusses with which
bearings (supports) occur. stacks of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional MiTek®
engineer.
15.
Care should be exercised In handling, - PANEL
T~
erection and installation of trusses. 1993
Mitek Holdings, Inc. CLIP
FORM018,
019 HMRO.AIRO I
o russ Iruss I ype JUNAIDIE BUDIMAN PE 945161 y y
11350841
DR1965E JG MONO TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627 1 1
optional)
s kug 22 2001 Milek Industries, Inc. I ue ep age
1.0.0 343-2 7-0.0
1-0.0 3.6-2 3.3.14
2x4 II Scale = 1:20.1
3
5.00 12
5-
2
6 4
3x6 = 2x4 II
7.0.0
i
7-0-0
Plore ses
LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.55 Vert(LL) n/a n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.15 1.2 >112
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 33 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6.0.0 oc purlins, except end verticals.
BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS(lb/size) 4=280/0-1-8, 2=361/0.8.0
Max Horz 2=182(load case 3)
Max Uplift4=•116(load case 3), 2=•184(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD 1.2=34, 2.5=-80, 3.5=67, 3.4=•218
BOT CHORD 2.6=0, 4.6=0
NOTES
1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 4 and 184 lb
uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1.1995 criteria.
5) Special hanger(s) or connection(s) required to support concentrated load(s) 61.81b up at 1-8-0 on top chord, and 13.01b up at
1.8.0 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=1.33
Uniform Loads (plf) Q Vert: 1.3=-74.0, 2.4=-20.0
Concentrated Loads (lb)
Vert: 5=61.8 6=13.0
No. 45161 .
STATE OF
O R lo'''` ss QMA1. •
September 1 1,2C a
A TVARNINO - Der(V design parameters and READ NOTES ON TBIS AND REVERSE Lima BEFORE USE.
Design valid for use only with Met connectors. This design t based only upon parameters drown, and Y for an Individual building component to be
installed and loaded vedbafy. Applicability of design parameters and proper IrneorpoKdbn of component Y resparsblity of butdYng designer - not in=
designer. Bracing shown Y for lateral support of hdvtdual web members only. Additional temporary bractrp to Insure stability during construction Is the
responsbaty of the eroctor. Addtbnd permanent brbcliM of the overall stnictuse It the iesponsbey of the bukMV designer. For general guidance
regarding fabrication, quality conhol dorage, deWery, erection and tx-1 g, canwf M-All Dually Randard, Dff-A9 Bracing fpectbatlon, and NU-91 M iTek® Ilan®rng IrnrI Ow and trocYng NPlate QeaamrrnenddlonavablefromTrussYMfWe, b63 D'Onofsb Dil e, ModkoM WI53719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
1'/1. * Center plate on joint unless Damage or Personal Injury
dimensions indicate otherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, property
securely seat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each
cz c
other.
o 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 I/B" from outside edge of
o_
a °
at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chords lacesP
114 length(* 6" from
ce
at panel adjacent joint.)
BOTTOM CHORDS
This symbol indicates the
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 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 toad deflection.
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
4 X 4 perpendicular to slots. Second in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
M iTek®
engineer.
15. Care should be exercised in handling,
TM
PANEL
erection and installation of trusses,
1993 Mitek Holdings, Inc.
CLIP
FORM018,019'^ NYOR01:1 R
Job russ Truss Type
JUNAIDIE BUDIMAN PE #45161 y y HORTON
11350842
DR1965E JG1 ROOF TRUSS 16472 Segovia Cir. N. 1 1
Pembroke Pines, FI 33331-4627
SRI-s-Nug222001
optional)
Milek Industries, nc. ue ep age
2-11.8 6.11.0
2-11-8 3-11-8
Scale: 1'=1'
6x10 =
6 3 2x4 II
2
5.00 12
1
5 2x4 II 7 4
3x4 = 4x6 =
2-11-8 6.11-0
1
2-11-8 3-11-8
LOADING (psf)
TCLL
SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP
30.0 Plates Increase 1.33 TC 0.26 Vert(LL) 0.04 4.5 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.04 4.5 >999
BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) •0.01 4 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 38 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D -Except- TOP CHORD Sheathed or 5.5.5 oc purlins, except end verticals.
2.3 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6.10.9 oc bracing.
BOT CHORD 2 X 6 SYP No.2ND
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 1=682/0.7.0, 4=786/Mechanical
Max Horz 1=57(load case 3)
Max Uplift 1=•526(load case 3), 4=-557(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD 1.2=-1377, 2.6=2, 3.6=.2, 3.4=•148
BOT CHORD 1.5=1223, 5-7=1318, 4.7=1318
WEBS 2.5=678, 2.4=•1382
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC:/ANSI95 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 526 lb uplift at joint 1 and 557 lb
uplift at joint 4.
6) This truss has been designed with ANSI/TPI 1-1995 criteria.
7) Special hanger(s) or connection(s) required to support concentrated load(s) 56.41b down and 256.31b up at 2.11-3, and
11.61b down and 126.51b at 5 0.1 top 421.51buponchord, and down and 371.811b up at 2.11.8, and 368.91b down and
133.41b up at 4.11.12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer.
LOAD CASE(S) Standard
tf1) Regular: Lumber Increase=1.33, Plate Increase=1.33 \9tIFE 183UniformLoads (plf)
Vert: 1.2=-74.0, 2.3=-74.0, 1.4=-20.0 J SlF%+•• i
QConcentratedLoads (lb) ' •. 'i, ?iUVert: 2=•56.4 5=-421.5 6=•11.6 7=•368.9 %
No, 45161
Or •
O : SITATE OF e
t 6.0 , • hstme".
AL
September 11,2001
AwARma - verW designs parameter and R&w xorss oN rms Am Rcvmw sma 9EPORs um.
Design valid for use only with Mlfek cornnec 0M This design Is based only upon parameters shown, and Is for an Individual building component to be
Installed and landed vertlaally. Applicability of design parameters and proper Incorporation of component Is responsbl9ty of building designer - not truss
designer. Bracing shown Is for lateral support of Individual web members only. Addltlandl temporary brockp to knsure stability during construction Is the
responslbSlty of the erector. Additional permanent brbetrng of the ovoid$ structure Is the reaponslbRlty of the bullding designer. Far general guidance
regarding fabrication, quality control, storage, deBvery, election and bracing, consult OST-55 Quality Standard, D311-89 Bracing Spectficatlan, and NU-Cl M iTek® Handling Irutalling and Arcking Recommendation available from Truss Plate Institute, 583 D'Onohla Drive, Madison, W1 5371V.
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
For 4 x 2 orientation, locate
0
0
plates 1 /8" from outside edge of o
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MITek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension Is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
0$
00 continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
Mi!
MiTek®
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
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 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.
PANEL
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.
1993 Mitek Holdings, Inc
FORM016.019 GANG-"""L. ® ifMRO,AW
Job russ Truss ype JUNAIDIE BUDIMAN PE #45161 Y Y HION
DR1965E JG2 ROOF TRUSS
16472 Segovia Cir. N.
Pembroke Pines, FI 33331-4627 1 1
11350843
optional)
s ug 22 U01 Me]ek Industries, nc. ue ep age
I 2-11.8 6-11-0I
2-11-8 3.11-8
Scale: 1'=1'
6x10 =
6 3 2x4 II
2
5.00 12
Ll
Yr
1
5 2x4 11 7 4
3x4 = 4x6 =
2-11-8 6•11-0I
2-11-6 3.1 "
LOADING (psf)
TCLL
SPACING 2.0.0 CSI DEFL in (loc) I/dell PLATES GRIP
30.0 Plates Increase 1.33 TC 0.24 Vert(LL) 0.04 4• >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.04 4.5 >999
BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) 0.01 4 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 38 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 5.6.0 oc purlins, except end verticals.
2.3 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 7.2.2 oc bracing.
BOT CHORD 2 X 6 SYP No.2ND
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 1=668/0.7.0, 4=771/Mechanical
Max Horz 1=57(load case 3)
Max Uplift 1=•482(load case 3), 4=•500(load case 3)
FORCES (lb) - First Load Case Onlyy
TOP CHORD 1.2=-1349, 2.6=2, 3.6=-2, 3.4=•140
BOT CHORD 1.5=1197, 5-7=1293, 4.7=1293
WEBS 2-5=685, 2.4=•1356
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7.93 per SBC:/ANS195 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 482 lb uplift at joint 1 and 500 lb
uplift at joint 4.
6) This truss has been designed with ANSI/TPI 1.1995 criteria.
7) SpPecial hanger(s) or connection(s) required to support concentrated load(s) 37.11b down and 204.51b up at 2.11.3, and
77 91b up at 5.0.1 on top chord, and 423.61b down and 371.81b up at 2.11.8, and 372.31b down and 133.41b up at
4.11.12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer.
C 1 f
xv, BUD` LOAD CASE(S) Standard -`_
1) Re ular: Lumber Increase=1.33, Plate Increase=1.33 J ,'t IIFIC,;.,"iA"
Uniform Loads z• "vpIf) •'G'
P
Vert: 1- •74.0, 2.3=-74.0, 1.4=•20.0
Concentrated Loads (Ib) *
Vert: 2=•37.1 5=-423.6 6=3.1 7=•372.3 %• +!0, Q•J sy
STATE OF
ANAL
September 11,290
AwAiltmNa - verft design pammdem and READ Norlss oN ims Am iwm&Rs6 smL saroRa us6. 0
Design valid br use only with MITek conneclat This design Is bated only upon patometem drown, and 4 for an Individual building component to be
Installed and k+oded vedlcalliy. Applicability of design parameters and proper heaporatkxt of component Is respombillily of building designer - not truss
designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary broeIng to Insure stability during construction Is the
responsibility of the erects. Additional permanent brbcing of the overall structure Y the responsibility of the building designer. For general guldance
regarding fabrication, quality control storage, deNery. erectlon and bracing, consuit CST -ISO CuaIDy Standard. 039-80 Bracing Speetfleallon, and 111111.01 M iTek® Handling tnttaSp inlnandBracingRecommendation available blefrom Truss Plate Institute, 583 D'OnoDrive, Madison, WI 53719.
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.
D
For 4 x 2 orientation, locate
0
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MITek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
a
mi!
WWI
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
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 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.
PANEL
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 puriins
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.
FORM018.019 HMRO-AfR®
Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 y yTON
11350844
DR1965E K
16472 Segovia Cir. N.
ROOF TRUSS Pembroke Pines, FI33331-4627 6 1
optional)
s ug 22 2UU1 Milek Industries, nc. ue ep age
1-ao s.o-o
1-" 5-0-0 3
SmIe = 1:14.1
5.00 F12
2
1
4
2x4 =
5.40
5-"
LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.24 Vert(LL) n/a n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) 0.05 1.2 >358
BCLL 0.0 Rep Stress Incr YES WB 0.00 Hor•z(TL) •0.00 3 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 17 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) 3=155/Mechanical, 2=335/0.8.0, 4=46/Mechanical
Max Horz 2=139(1oad case 4)
Max Uplift3=-100(load case 2), 2=•166(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1.2=29, 2.3=50
BOT CHORD 2.4=0
NOTES
1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 3 and 166 lb
uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1.1995 criteria.
LOAD CASE(S) Standard
ptE 8(lDl/f
No. 4.5161
ST'AiE OF
RID
V.VC OA Lw
September 11,2 01
AWARNTNO - Ver(& design parameters and READ !VOTES ON THIS AND REVERSE Sma BEFORE USE. 0
Design valid br use only with MiTek connectors. This deign Is based onty upon parameters dawn. and is too an I dtvldual building component to be
hstatled and boded vertlooty. Apptcabity of design parameters and proper heaporatbn of component is responsbity of burping designer - not huss
designer. Bracing dawn is for lateral support of hldlvldual web members only. Adddbnal temporary bracing to hwre stability during construction is the
responslbity of the erector. Addtbrral permanent brackp of the overall structure is the nrspordbity of the building designer. For general gudonce
regardh g fabrlwtbn, quality control, storage, deNery, erection and bracing, consult OST-116 Quality Standard, D0111-89 Iroclrq Specifbatlon, and Nit-91
andntal Una and Bracing QeeammnedallonavaSb from TrussfroTrussPlate Institute. D'Onofrb n, Drive, MadisoWI63719. MWqtrM iTek®
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.
0
0
For 4 x 2 orientation, locate v
plates 1 /8" from outside edge of otrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MRek/Gang-Nail Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
40 11 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,
MiTek®
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
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 at'/4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
T~
PANEL
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 toad 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.
FORM019,019 awa"n'aL ® HYDRO -AIR
Job russ I russ type JUNAIDIE BUDIMAN PE #45161 y y
DR1965E L ROOF TRUSS
16472 Segovia Cir. N.
Pembroke Pines, FI 33331-4627 6 1
11350845
optional)
s Wig 22 ZUU1 Milek Industries, nc. ue ep age
10-0 3-0-0
1-0-0 3-"
3 Scale = 1:9.5
5.00 F12
2
1
4
i
2x4 =
3-0-0
3-0-0
LOADING (Psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.02 1 >977
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) •0.00 3 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 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=97(load case 4))
Max Uplift3=•39(load case %, 2=-158(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1.2=29, 2-3=-54
BOT CHORD 2.4=0
NOTES
1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 It end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3 and 158 lb
uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1.1995 criteria.
LOAD CASE(S) Standard
10,E 13UQ,/
PIiFICq;,f'2
No. 4.5161
STATE OF .•
ii0RV0.4.
S aNa%'
September 11,21101
A wARmNo - ver(& design parameters and RGAD Nores oN TWS AND REvERs6 ems BAMRS USE.
Design void tot use only with Work conneclom This design Is based only upon parameters dawn, and It Too an Individual building component to be
Installed and boded vertically. App§cabgly of design parameters and propet kaorpaalbn of component b tesporablitty of buWkp designer - not truss
designer. Bracing shown Is to lateral support of krdlvldual web members only. Additional temporary brocktg to Insure stability during consttuctbn b the
res)onsbMy of the *sector. Additional permanent brbofq of the overall structure b the rerpotnbey, of the bulidktg designer. For genetal guidance
regardktg tabrfcolbn, qual ly conhol storage, delhery, erectlon and barckng comue GW-W Quality fxandard, DE{-Ilo tlrottbng Speerleatlon, and MI/-91
Mardsrm btrtatYrtg Ntilo andocgQec=namwtddn avofobb aom Truss Rate YrstRn ule, 583D'Onoblo Doha, Modbo , W153719. M iTe k®
Symbols
PLATE LOCATION AND ORIENTATION
1 /. * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
T
0
rr
O
For 4 x 2 orientation, locate
plates 1 /8" from outside edge of o
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MtTek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
Mi!
WWI
F ,Z& L -,®
FORM018.019 ® HMRO,AZR
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
oz at joint locations.
a 4. Unless otherwise noted, locate chord splices
o at 114 panel length(' 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
TM
PANEL
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.
1993 Mitek Holdings, Inc.
r .
Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 y y
11350846
DR1965E L1
16472 Segovia Cir. N.
ROOF TRUSS Pembroke Pines. FI33331-4627 2 1
optional)
s ug ZZ ZUU I MII ek Inclustirtes, Inc. Tue Sep age
too 3-0-8
1-0.0 30.8
3 Scale = 1:9.5
5.00 12
2
t
4
2x4 =
3-0-8
3.0-8
LOADING (PPsf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.02 1 >985
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) .0.00 3 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC ILL Min I/defl = 360 Weight: 11 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3.0.8 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=7 1 /Mechanical, 2=254/0.8.0, 4=26/Mechanical
Max Horz 2=98(load case 4)
Max Uplift 3=-41(load case ), 2=-158(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=29, 2-3=-54
BOT CHORD 2.4=0
NOTES
1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 3 and 158 lb
uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1.1995 criteria.
LOAD CASE(S) Standard
NO 8UD
y. c,'4
No. 4.5161
STATE OF
to
anti
September 11,2 901
AwARMI G - Vor-W designs paranutors and R&W NOMS ON TMS MD JWVZRW aWZ eapoxS USE.
Design valid tot use only with Welt connector*. This design is based only upon parameters shown, and b tot an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is tesponslbStty of building designer - not truss
designer. Bracing shown h for lateral support of Individual web member* only. Additional temporary bracing to Insure stability during construction b the
responslbillty of the erects. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consun OST-88 Oualfly Standard, OSS-89 Brocing Specification, and Ii18-ill
Handling Installing and Bracing Recommendation available from Truss Rate institute. 583 D'Onotrlo Drive, Madison. Wl53719. M iTek®
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.
0
Q
0
For 4 x 2 orientation, locate
plates 1/8" from outside edge of o
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MRek/Gang-Nail Joint/Plate Placement Chart.
FARTH EST TO TH E 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
0$
01'
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
MiTek®
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
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 at /4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
PANEL
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,
1993 Mitek Holdings, Inc.
FORM018,019 NMRO,AZR0
Job russ russ Type JUNAIDIE BUDIMAN PE #45161 y ORTON
1135084
DR1965E L24 ROOF TRUSS 16472 Segovia Cir. N.
Pembroke Pines, FI 33331-4627
1 1
o tional
MiTek Industries, Inc. 1 SR,Jun 2 2001 MiTek Industries. Inc. Tue Sep 11 10 2: 200
2-4-8
2-4-8
2 Scale • 1:8
s.rx1(T!
3x611
3
3x4=
2-4-8
2-4-8
ate Offsets 1:0-M 0-1-2 1:0-5-14 0-1-4
LOADINCIpsf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) -0.00 1-3 >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min Udefl = 360 Weight: 9 lb
LUMBER BRACING
TOP CHORCe X 4 SYP No.2D TOP CHORDSheathed or 2-4-8 oc puriins.
BOT CHORD2 X 4 SYP No.2D BOT CHORDRigid ceiling directly applied or 10-M oc bracing.
WEDGE
Left: 2 X 4 SYP No.3
REACTION b/size) 1=114/Mechanical, 2=89/Mechanical, 3=24/Mechanical
Max Hord=64(load case 2)
Max Uplift=-20(load case 2), 2=-65(load case 2)
FORCE$Ib) - First Load Case Only
TOP CHOORDI-2=33
BOT CHORDI-3=0
NOTES
1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf
bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure
C ASCE 7-93 SBC/ANSI95 If they If Ifperendverticalsexist, are not exposed to wind. cantilevers exist, they are exposed to wind. porches exist, they are
not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 65 lb uplift at joint 2.
4)This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S$tandard
13
No. 4.5161
iSTATEOFoO••'
w 0RI'D0tI.
v I —I.— r r'vv r
AIVARMMO - VerW design parunwten and READ MOTES ON TB7S AND REVERSE SIDE BEFORE UM.
Design valid for use only with MlTek connectors. This design is based only upon parameters shown, and is far an Individual building component to be
installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss
designer. Bracing shown is tot lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. for general guldonce
regarding fabrication• quality control storage• delivery, erection and bracing, consult OST-„ Quality Standard, OSI-BC Bracing Specification, and NIB-91 M iTek® Handlina tnstatUna and Bracing Recommenn dattaavailablefrom Truss Rate Institute. $63 D'Onohb Drive. Madison, WI53719.
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.
B
J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2, Cut members to bear tightly against each
c2 c
other,
o WEBS
J5
cc 3. Place plates on each face of truss at eacha*F,or 4 x 2 orientation, locate o , ; ; Q joint and embed fully. Avoid knots and wane
lates from outside edge of
o
V
at joint locations.
dtrussand vertical web. O
o
4. Unless otherwise noted, locate chordsplices
at /4 length(' 6' fromcecrcsFpanel adjacent oint, 9 (+ 1 joint.)
BOTTOM CHORDS
This symbol indicates the 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 ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and
MITek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
PLATE SIZE
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
The first dimension Is the width
4 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
X perpendicular slots. in all respects, equal to or better than the
dimension Is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28
10. Top chords must be sheathed or purlins.
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design,
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
Mi! 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
erection and Installation of trusses.
1993 Mitek Holdings, Inc. ,
CLIP
FORM016,019 HMRO-AIR® 1 I '
o russ I russ I ype JUNAIDIE BUDIMAN PE #45161 Y Y
pR1965E L27 ROOF TRUSS
16472 Segovia Cir. N.
Pembroke Pines, FI 33331-4627 1 1
11350848
optional)
s ug I e n us rres, Inc. ue bep age
2-7-8
2.7.8
2 Scale = 1:9.5
5.00 F,2
NA
VN3
2x4 =
2•7-8
i
2-7-8
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) •0.00 1.3 >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 9 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.7.8 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=122/0.3.0, 2=96/Mechanical, 3=26/Mechanical
Max Horz 1=64(load case 2))
Max Uplift 1=-24(load case 2), 2=•68(load case 2)
FORCES (lb) • First Load Case Only
TOP CHORD 1.2=34
BOT CHORD 1.3=0
NOTES
1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 1 and 68 lb
uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1.1995 criteria.
LOAD CASE(S) Standard
OkE 13
IlFto;
1k
No. 4.5161
STATE OF
0Ri *%
S/aNAL
September 11,21101
AWARMNG - VerM design pwantetsrs and READ NOTES ONTBIS AND RBYERSE tuna BEFORE USE-
Design valid tot use only with Milek connectors. This design Is based only upon parameters :dawn, and b fa an Individual building component to be
installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of buWhg designer - not truss
designer. Bracing shown b tot lateral support of Individual web members only. Additional temporary bracing to Insure dob0ty during construction Is the
responsibility of the erector. AddRbnal permanent brbcing of the overall structure Is the retponslbOy of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-68 Quality Standard. DSB-89 tracing Specftatlm% and HID-91
Handling Installing and tracing Recommendation available from Truss Plate Institute, 569 D'Onotrb Drive, Madison. WI63719. 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 Injury
dimensions indicate otherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, property
securely seat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each
c c
other.
o WEBS
J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
Qa ' ; N joint and embed fully. Avoid knots and wane
plates 1/8" from outside edge of
o
a
of joint locations.
truss and vertical web. o a
o
4, Unless otherwise noted, locate chord splices
4 length(* 6" fromcaVu
at panel adjacent joint.)
BOTTOM CHORDS
This symbol indicates the
5. Unless otherwise noted, moisture content of
required direction of slots in
J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design Is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the
AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and
MITek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
4 X 4 perpendicular to slots. Second in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28
10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
loeo unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur, stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
MiTek® 15. Care should be exercised in handling,
T~
PANEL
erection and installation of trusses,
1993 Mitek Holdings, Inc.
CLIP
FORMOI B4OI V MMRO,A/R
job I russ Truss I ype JUNAIDIE BUDIMAN PE #45161 y y RTUN
11350849
DR1965E r M 16472 Segovia Cir. N.
ROOF TRUSS Pembroke Pines, FI 33331-4627 16 1
optional)
s ugZZ2(JU1 Milekinclustries, Inc. luebep age
t-0-0 1-0-0
1-0-0 1-0-0
3 Scale = 1:5.7
5.00 F, 2
2
1
4
2x4
1-0.0
LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL
30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a n/a M1120 249/190 TCDL
7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL
0.0 Rep Stress Incr YES WB 0.00 Horz(TL) .0.00 3 n/a BCDL
10.0 Code SBC/ANS195 Matrix) 1st 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 (
lb/size) 3=-17/Mechanical, 2=177/0.8.0, 4=9/Mechanical Max
Harz 2=57(load case 4) Max
Uplift 3=- 1 7(load case 1), 2=-151(load case 4) Max
Grav 3=38(load case 3), 2=177(load case 1), 4=9(load case 1) FORCES (
lb) - First Load Case Only TOP
CHORD 1.2=28, 2-3=-37 BOT
CHORD 2-4=0 NOTES
1)
This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top deadload5.0 chordandpsf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed
building, of dimensions 45 It by 24 It with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed.
The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2)
Refer to girder(s) for truss to truss connections. 3)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 3 and 151 lb uplift
at joint 2. 4)
This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD
CASE(S) Standard E
It3 t'
NO,
4.51s1 4c
STATF
OF J s%
NFL September
11,2 901 A
WARNING - VirW design parunwters and READ NOTES ON IMS AND REVERSE SIDE BERORS USE. Design
vaUd for use only with MIIek connectas. This design b bared only upon parametem dawn, and b for on IndMdual building component to be Installed
and loaded verllcaW ApplicabYty of design pafameters and proper Incorporation of component Is responsibillity of building designer - not truss designer.
Bracing shown Is fa lateral support of Individual web members only. AddSbnal temporary bracing to Insure dab®ty during construction b the responslbmty
of the erector. Additional permanent brbcktg of the overall structure Is the uxponsbility of the building designer. For general gul lone regarding
fobrioallon, quality control storage, defy, efectlon and bracing, consun CST-51D CuaMy Standard, DSI.59 Srocdg Specification, and HIS-91 Handlingng
InstoWandSrocbfg Recommendation available from Truss Rate Institute, 583 D'Onofrb Drlve, 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.
A„
D
Q
For 4 x 2 orientation, locate
0
X
plates 1/8" from outside edge of otrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates,
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 JB J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MRek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension Is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
MiTek®
I &E , Z&@
FORM016,010 A90-NAA. ® HYDRO -AIR®'
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
Cr joint and embed fully. Avoid knots and wane
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 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,
TM
PANEL
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,
1993 Mitek Holdings, Inc.
job russ Truss Type JUNAIDIE BUDIMAN PE #45161 y yHUHI UN
DR1965E M18
16472 Segovia Cir. N.
ROOF TRUSS Pembroke Pines, FI33331-4627 2 1
11350850
optional)
s ug 22 2001 Milek Industries, Inc. Tue Sep age
1-0-0 3-8 1-5-4
0.8.8 03-8 1-5-4 3
5.00 52 Scale=1:13.3
2x4 11
z
1
BLOR. TO PROVIDE
CONN. TO RESIST
a HOR.MOVEMENT.
ZZ
LJ
ro-2xa II 1.54
0-3-8 1-5-4
LOADING (psf)
TCLL
SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP
30.0 Plates Increase 1.33 TC 0.30 Vert(LL) 0.00 4.5 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.14 Vert(TL) 0.01 1.2 >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) •0.02 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC ILL Min I/deft = 360 Weight: 8lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-8.12 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 3=11/Mechanical, 5=191/0.1.8, 4=7/Mechanical
Max Horz 5=157(load case 4)
Max Uplift3=•52(load case 2), 5=-14(load case 3), 4=•64(load case 4)
FORCES (lb) • First Load Case Only
TOP CHORD 1.2=34, 2.3=-32, 2.5=•172
BOT CHORD 4-5=0
NOTES
1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 it by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, the left
is exposed and the right is not exposed. If cantilevers exist, they are exposed to wind. If porches exist, they are not
exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 3, 14 lb uplift
at joint 5 and 64 lb uplift at joint 4.
5) This truss has been designed with ANSI/TPI 1.1995 criteria.
LOAD CASE(S) Standard
ptE E3UD
P10, 4.5161
STATE OF e
O RS` ANAL L
September 11,2 01
WARNING - Vert& design pasnrnstem and RLAD NOTES ON 7WS AND REVERSE SWZ BEFORE USE.
Design valid for use only with MITek connectors. This dedgn is based only upon parameters dawn, and is tat an Individual buBdlrg component to be
Installed and loaded vedloaBy. AppBcabity of dedgn parameters and proper hcotpotatlan of component is responsbity of building designer - not Inns
designer. &acing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure dabity during condructlan is the
responsmily of the erector. Addltlotat permanent btbcing of the overall structure is the rasporuWty of the building design. For general guidance
regarding fabrication, quaiy contra storage, deWery, etedbn and bracing, consult CST-58 CuaRy Standard, DSB-89 Bracing Specification, and MIS-91
HandUm b W Mna and Bracing Becartlnlerldallon avatR ablefromTrussate Institute. 583 D'Onofrb Orlve. Madison, W163710. 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 Injury
dimensions Indicate otherwise.
Dimensions are in Inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, property
securely seat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachc2
J5Q3. Place plates on each face of truss at each
For 4 x 2 orientation, locate ZC3other. O „ QjointX and embed fully. Avoid knots and wane
plates 1/8" from outside edge of
o
atruss
at joint locations.
and vertical web. o a4.
o
Unless otherwise noted, locate chord splices
at /4 panel length(+ 6" from adjacent joint.) ca
BOTTOM CHORDS
This symbol Indicates the
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
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 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, 401 unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown,
Indicates location of Joints at 13, Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
a
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,
Ill TM
t PANEL
erection and installation of trusses.
01993 Mitek Holdings, Inc.
CLIP
FORM016,019 ago-hLAiL. ®
40b I russ russ ype JUNAIDIE BUDIMAN PE #45161 Y Y
DR 1965E S
16472 Segovia Cir. N.
ROOF TRUSS Pembroke Pines, FI 33331-4627 3 1
11350851
optional)
s ug 22 2o,r e n us r-us, Inc. Tue Sep Pagel-
1-5-0 5.3.5 9.10-13
1-5-0 53.5 4-7-8 4
Scale - 8.6
3.54 F12
9
3x4
3
8
2
10 11 7 12 6 5
20 _ 2x4 II 3x4 =
53.5 9.10.13i
5.3.5 4-7-8
LOADING (psf)
TCLL
SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP
30.0 Plates Increase 1.33 TC 0.68 Vert(LL) 0.07 6.7 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) •0.08 6-7 >999
BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) •0.01 5 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 41 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 6.5.0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 4=188/0.1.8, 2=634/0.11.5, 5=397/Mechanical
Max Horz 2=198(load case 2)
Max Uplift4=-218(load case 3), 2=•515(load case 2), 5=-313(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=29, 2.8=-1098, 3.8=•1001, 3.9=•88, 4-9=44
BOT CHORD 2.10=999, 10.11=999, 7.11=999, 7.12=999, 6.12=999, 5-6=0
WEBS 3.7=187, 3.6=•1067
NOTES
1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 218 lb uplift at joint 4, 515 lb
uplift at joint 2 and 313 lb uplift at joint 5.
5) This truss has been designed with ANSI/TPI 1.1995 criteria.
6) SpPecial hangers) or connection(s) required to support concentrated load(s) 150.0Ib up at 4-3-11, and 161.71b down and
395.3lb up at 7.1.10 on top chord, and 21.6Ib up at 1.5.12, and 12.1lb down at 4.3.11, and 52.1lb down at 7.1.10 on
bottom chord. Design for unspecified connection(s) is delegated to the building designer.
LOAD CASE(S) Standard iC gI n1) Regular: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf) .••
Vert: 1.4=-74.0, 2.5=•20.0 IiF/C " R yray• Concentrated Loads (Ile)
Vert: 8=10.1 9=-161.7 10=21.6 11=42.1 12=-52.1
No. 4.5161
Ya' * •GC
e STATE OF
10 R 10*'
ANAL
September 11,2 901
AWARMWO - T/erW design pammstem and R&W ATOMS ONTWS AND REVERse SIDE BAMRe use. 0
Design valid for use only with Welt connectCXL This design b based only upon parameters dawn, and Is for an Individual building component to be
installed and boded vertically. AppicabYty of design parameters and proper Incorporation of component Is responsibOlty of bultdkV designer - not truss
designer. Bracing shown b fa lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction b the
responslbOy of the erector. Additional permanent brbctng of the overall structure b the responsibility of the building designer. For general guidance
regardlig fabrication, quality control storage, delivery, 6rectlon and bracing, consult CST-811 Qualify Standard, DSB-89 Bracing SpectBcatlon, and HIS-91
Handling Insta0lnp and BroctnRecommendation available Recommendatiavailable fromTrussRate Institute. 583 D'Onohb Drive, Madison. WI53719. M iTe k®
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.
All
0
Q
For 4 x 2 orientation, locate
0
plates /s" from outside edge of ao
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MRek/Gang-Nall Joint/Plate 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
oe" 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.
MiTek®
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
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 at /4 panel length(* 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
TM
PANEL
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.
1993 Mitek Holdings, Inc.
FORM018,019 HMRO,4ZR®
Job I russ I russ lype
JUNAIDIE BUDIMAN PE #45161 y y RION
11350852
DR1965E S1 ROOF TRUSS 16472 Segovia Cir. N. 2 1
Pembroke Pines, FI 33331-4627 optional)
s ug 22 2001 Milek Industries, Inc. Tue Sep age
1-5-0 4-3.10
1-5-0 4-3-10
3
9.5
3.54 f 12
2
1
5 4
2x4 =
4-3-10
4-3-10
LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.05 Vert(TL) 0.05 1.2 >466
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) •0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 15 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2113 TOP CHORD Sheathed or 4.3-10 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=114/Mechanical, 2=331/0.11.5, 4=33/Mechanical
Max Horz 2=109(load case 3)
Max Uplift3=-75(load case 3), 2=•234(load case 2)
FORCES (lb) • First Load Case Only
TOP CHORD 1.2=29, 2-3=26
BOT CHORD 2.5=0, 4.5=0
NOTES
1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 3 and 234 lb
uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1.1995 criteria.
5) Special hanger(s) or connection(s) required to support concentrated load(s) 21.61b up at 1.5.12 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=1.33
Uniform Loads (plf)
Vert: 1• •74.0, 2.4=•20.0
Concentrated Loads (lb) `DtC ByiDVert:5=21.6 G LJ
STATE OF
September 11,21101
A WARKING - v r{ jy design pamnlisteirs and READ NOTES ON TWS AND REVERSE seta BEFORE USE -
Design valid tot use only with MITek connectors This design Is based only upon parameters shown, and b for an IndMdual building component to be
Installed and loaded vertically. Applicability of design parameters and proper hcotporatlon of component Is fesporaboty of building designer - not truss
designer. Bracing shown Is for Weal support of Individual web members only. Additional temporary bating to Insure stability during construction b the
responslbllty of the erects. Addilonal petmonent brbckq of the ovefol shucture b the iesponslbli of the building deslgnef. For general guidance
fegording labfioatbn, qualify control, slotage, delivery, etectbn and beachg. consult csT-68 Quality Standard, Dsl.89 hating lipectficallon, and HIS-91
Handiing trtstallft and lbsgrocRecommendation available from Truss Plate Institute. 593 D'OnoOb Dflve, Modbon, WI 63719. M iTek®
Symbols
PLATE LOCATION AND ORIENTATION
13/1 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
T
0
Q
0
For 4 x 2 orientation, locate
plates 1/8" from outside edge of o
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
MtTek/Gang-NallJoint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
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
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.
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
401 continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
Mi!
MiTek®
PANEL
TM
CLIP
FORM018,019 o -wad ® HMPO,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, site 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.
4 , t'
job russ truss Type JUNAIDIE BUDIMAN PE #45161 y y
11350853
DR1965E S2 ROOF TRUSS 16472 Segovia Cir. N.
Pembroke Pines, FI 33331 4627 2 1
optional)
7= s ug 22 2001 Mi I ek Industries, nc.7l ue ep age
1.5-0 4-2-15
1-5-0 4-2.15
9.4
3.54 F12
2
1 2x4 =
4
I 1-5-0 +X-10 4.2.15
1-5.0 0.5.10 2-4-5
LOADING (DSf)
TCLL
SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP
30.0 Plates Increase 1.33 TC 0.22 Vert(LL) 0.17 2 >107 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.79 Vert(TL) .0.18 2 >102
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.05 3 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 15 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4-2.15 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=136/0.1-8, 4=•147/0.1-8, 5=501/0-3.0
Max Horz 5=108(load case 3)
Max Uplift3=-93(load case 3), 4=•147(load case 1), 5=-465(load case 3)
Max Grav 3=136(load case 1), 4=98(load case 3), 5=501(load case 1)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=29, 2.3=30
BOT CHORD 2.5=-0, 4-5=0
NOTES
1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not
exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 3, 147 lb
uplift at joint 4 and 465 lb uplift at )'oint 5.
4) This truss has been designed with ANSI/TPI 1.1995 criteria.
5) Special hanger(s) or connection(s) required to support concentrated load(s) 10.81b up at 1.5.12 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=1.33
Uniform Loads (plf)
Vert: 1.3=-74.0, 2.4=•20.0
n/ Concentrated Loads (Ib) IS
Vert:5=10.8`
No. 4.5161
0 STATE OF S
ss aNAL Gam'
September 11,290
A WARNIINO - VdrrM design pafasnetem and READ NOTES ON T21173 AM REVERSE EWE sEFOrtE USE.
Design valid for use only with Welt connectors. This design b based only upon parameters shown, and If for on Individual building component to be
Installed and boded verlbaSlr. Applicability of design parameters and proper Incorporation of component It responsibility of building designer - not truss
designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary brachg to Insure stability during construction Is the
responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality conhot storage, delivery, erection and bating, consult OST-68 Ouallly Standard, 039-89 Bracing Specltleatlon, and MIS-91 M iTek® Handling Instolllna and Bracing Recommendation avallable from Truss Plate Institute, 583 D'Onofrb Drive, 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.
For 4 x 2 orientation, locate
plates 1 /8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
Numbering System
J2 J3 J4
TOP CHORDS
u
ccJS
o _ o0:. a '' cm
O
f- a
OP.- ca
BOTTOM CHORDS
J1 18 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
4e continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
BEARING
Indicates location of joints at
which bearings (supports) occur.
WISC/DILHR 870040-N, 930013-N, 910080-N
WWI
PANEL
TM
CLIP
FORM018,019 a ^a ® #"RDAfR®
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, 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,
16. Care should be exercised in handling, -
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job russ truss lype
JUNAIDIE BUDIMAN PE #45161 y y
11350854
QR1965E S3 ROOF TRUSS 16472 Segovia Cir. N. 2 1
Pembroke Pines. FI 33331-4627 optional)
s ug 22 20U1 Milek Industries, Inc. Tue Sep age
1 &6 4-1-8
1-&6 4-1-8 3
Scale = 1:15.4
3.54 12
6
3x4
2
1
Li L—JA
7 4
2x4 II
4.1-8
30 =
4-1-e
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) 0.02 4.5 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) 0.04 1.2 >517
BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) •0.00 3 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/dell = 360 Weight: 23 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.1.8 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 3=84/Mechanical, 5=315/0.9.14, 4=36/Mechanical
Max Horz 5=191(load case 3)
Max Uplift3=-75(load case 3), 5=•203(load case 2), 4=-82(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=36, 2.6=-43, 3.6=16, 2.5=•278
BOT CHORD 5.7=0, 4.7=0
WEBS 2.4=•0
NOTES
1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I
enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, the left
is exposed and the right is not exposed. If cantilevers exist, they are exposed to wind. If porches exist, they are not
exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 3, 203 lb
uplift at joint 5 and 82 lb uplift at joint 4.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Special hanger(s) or connection(s) required to support concentrated load(s) 54.81b up at 2.6.1 on top chord, and 74.21b up at
2.6.1 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=1.33
Uniform Loads (plf) iVert: 1.22=-74.0, 2.3=•74.0, 4.5=•20.0
ConcentratedVert: l F6=54 8 7=)4.2 `•
i
G`Q /'
t = No. 4.5161
eon MATE OF e
vVJV,' ANAL
September 11,2 901
Q wARmNo - vertV design parmrtsetere and RLAD xorics ox rms AND R6vERw surds BzFoRR um. 0
Design valid for use only with MQek connectors. this design Is based only upon parameters drown, and Is for an IndMduol building component to be
Installed and loaded verticaSy. Applicability of design parameters and proper Incorporation of component Y responslblSty of butlding designer - not truss
designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure dab®ty during construction Is the
responsibility of the erector. Additional permanent Wbcing of the overall structure Is the retponsR>Dlty of the building designer. For general guidance
regarding fabdcollon, qualify conhoL storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSS-89 Srocirfq Specification, and HIS•Ol
Handling Installing and Sroclng Recommendallon available from Trun Plate Institute, 583 D'Onohb Drive, Madison, WI6371 V. M iTek®
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.
A„
0
0
For 4 x 2 orientation, locate X
plates/a" from outside edge of o
truss and vertical web.
0
This symbol indicates the
required direction of slots in
connector plates.
For tabular Plating format refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 18 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
FA RTH 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
Indicates location of joints at
which bearings (supports) occur.
Mi!
MiTeke
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
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.
TM
PANEL
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.
1993 Mitek Holdings, Inc.
FOR M018,01 V HMRO,A/R f 1
o
J
russ Truss ype JUNAIDIE BUDIMAN PE #45161 Y Y RTON
11350855
DR1965E S4
76472 Segovia Cir. N.
ROOF TRUSS Pembroke Pines, FI 33331-4627 1 1
optional)
s Nug 22 IOUI Milek Industries, nc. ue ep age
1-5-0 2-4-5
1-5-0 24-5
3 le = 1:6.9
3.54 Fi2
2
1 5 4
2x4 = 2-4-5
2-4-5
LOADING( sf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) 0.05 1-2 >441
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) •0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 9 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2.4-5 oc purlins.
BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
REACTIONS (lb/size) 3=12/Mechanical, 2=276/0.11.5, 4=7/Mechanical
Max Horz 2=76(load case 3)
Max Uplift2=•244(load case 2)
Max Grav 3=26(load case 2), 2=276(load case 1), 4=10(load case 2)
FORCES (lb) • First Load Case Only
TOP CHORD 1.2=29, 2.3=•44
BOT CHORD 2.5=0, 4.5=0
NOTES
1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I
enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are
not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 244 lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1.1995 criteria.
5) Special hanger(s) or connection(s) required to support concentrated load(s) 21.61b up at 1.5.12 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=1.33
Uniform Loads (plf)
Vert: 1• •74.0, 2.4=•20.0
Concentrated Loads (lb) ` i Vert:5=21.6 v
No. 45161
STATE OF
ss`oato,
o uaL
September 11,2 a
A WAPKI G - ver(& design pasasnecere and R&W NOTES ON TWS AND REVERSE SmE Bff"RX USE. ®
Design valid tot use only with MITek Connectors. Thb design Is based only upon parametem shown, and b lot an Individual building component to be
tnstaned and boded vertically. AppBrabVy of design parameters and proper Incorporation of component Is tesponslbWty of building designer - not truss
designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insi stability during Construction Is the
tesponslblBty of the erector. Addltbnal permanent btbeling of the ovetal structure Is the imponsbAlty of the building designer. For general guidance
regarding fabrication, quality confroL storage, delvery, etectlon and broolng. consun asT-W ouaRy standard. OSI.59 Bracing spectfbatlon, and Nit-911 M iTek® Handling duTruss P tatlinqandBracingRecommendationavailablefromlate Institute, 583 D'Onof to Drive. Madison. WI53719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/1 * Center plate on joint unless Damage or Personal Injury
dimensions indicate otherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, property
securely seat. J2 J3 J4 owner and all other interested parties..
4
r TOP CHORDS
2. Cut members to bear tightly against each
ci c
other.
o WEBS
J5
Q 3. Place plates on each face of truss at eacha4:*For 4 x 2 orientation, locate
O , Q joint and embed fully. Avoid knots and wane
plates from outside edge of
o_
d ° V
at joint locations.
truss and vertical web. d a
o
4. Unless otherwise noted, locate chordsplices I/
4 atpanel length(+ 6" from adjacent joint.) ceU6BOTTOM
CHORDS This
symbol indicates the 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, Comber 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 Toad deflection. 8.
Plate type, size and location dimensions PLATE
SIZE 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 of BEARING
others unless shown. Indicates
location of joints at 13. Do not overload roof or floor trusses with which
bearings (supports) occur. stacks of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional M
iTek® engineer.
15.
Care should be exercised in handling, iM
PANEL
erection
and installation of trusses. 1993
Mitek Holdings, Inc. CLIP
FORM019.
019 HMRO,AFR® v
FORM 60OA-97
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 1965
Address: 7_31 efe_)qltGn
City, State J(? c3Z3 Owner:
D. Climate
Zone: Central 1.
New construction or existing New _ 2.
Single family or multi -family Single family _ 3.
Number of units, if multi -family I 4.
Number of Bedrooms 4 _ 5.
Is this a worst case? Yes _ 6.
Conditioned floor area (ft') 1967 11' 7.
Glass area & type a.
Clear - single pane 222.0 R' _ b.
Clear - double pane 0.0 R' _ c.
Tint/other SC/SHGC - single pane 0.0 ft' d.
Tint/other SC/SHGC - double pane 0.0 ft' 8.
Floor types a.
Slab -On -Grade Edge Insulation R=0.0, 202.0(p) R _ b.
N/A ' c.
N/A 9.
Wall types a.
Concrete, Int Insul, Exterior R=3.0, 1026.0 R' _ b.
Frame, Wood, Exterior R=1 1.0, 28.0 R' _ c.
Frame, Wood, Adjacent R=I 1.0, 302.0 ft' d.
N/A e.
N/A 10.
Ceiling types a.
Under Attic R=19.0, 2005.0 ft' _ b.
N/A c.
N/A II.
Ducts a.
Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ b.
N/A Builder:
DR HORTON Permitting
Office: Permit
Number: Jurisdiction
Number: 12.
Cooling systems a.
Central Unit b.
N/A c.
N/A 13.
Heating systems a.
Electric Heat Pump b.
N/A c.
N/A 14.
Hot water systems a.
Electric Resistance b.
N/A c.
Conservation credits HR-
Heat recovery, Solar DHP-
Dedicated heat pump) 15.
HVAC credits CF-
Ceiling fan, CV -Cross ventilation, HF-
Whole house fan, PT -
Programmable Thermostat, RB-
Attic radiant barrier, MZ-
C-Multizone cooling, MZ-
H-Multizone heating) Glass/
Floor Area: 0.11 Total
as -built points: 27934.00 PASS Totalbasepoints: 29729.00 I
hereby certify that the plans and specifications covered by
this calculation are in compliance with the Florida Energy
Code. PREPARED
BY: A tX\(-t DATE:
VZ W I
hereby certify that this building, as designed, is in compliance
with the Florida Energy Code. OWNER/
AGENT: 4e c IDATE:
Az 0z 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. Cap:
36.0 kBtu/hr _ SEER:
10.30 Cap:
36.0 kBtu/hr _ HSPF:
6.90 Cap:
50.0 gallons _ EF:
0.86 BUILDING
OFFICIAL: DATE: '
3- G - Z EnergyGauge® (
Version: FLRCNA-200)
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
X Conditioned X BSPM = Points Overhang18
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
18 1967.0 42.08 14897.9 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
Adajcent 302.0 0.7 211.4 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 Points
Under Attic 1967.0 0.60 1180.2 Under Attic 19.0 2005.0 1.10 2205.5
Base Total: 1967.0 1180.2 As -Built Total: 2005.0 2205.5
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: 6443.8
INFILTRATION Area X BSPM Points Area X SPM Points
1967.0 14.31 28147.8 1967.0 14.31 28147.8
EnergyGaugeO DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
Summer Base Points: 40141.1 Summer- As -Built Points: 36566.0
Total Summer X System
Points Multiplier
Cooling
Points
Total X
Component
Cap
Ratio
X Duct X
Multiplier
System X
Multiplier
Credit
Multiplier
Cooling
Points
40141.1 0.3577 14358.5
36566.0
36566.0
1.000
1.00
1.048
1.048
0.331
0.331
1.000
1.000
12686.9
12686.9
EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
X Conditioned X BWPM = Points Overhang18
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points
18 1967.0 4.79 1695.8 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
Adajcent 302.0 1.8 543.6 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 Points
Under Attic 1967.0 0.60 1180.2 Under Attic 19.0 2005.0 1.00 2005.0
Base Total: 1967.0 1180.2 As -Built Total: 2006.0 2005.0
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: 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-97 EnergyGauge®/FlaRES'97 FLRCNA-200
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , ,
PERMIT #:
BASE AS -BUILT
Winter Base Points: 4767.0 Winter As -Built Points: 8954.6
Total Winter X System =
Points Multiplier
Heating
Points
Total X
Component
Cap
Ratio
X Duct X
Multiplier
System X
Multiplier
Credit =
Multiplier
Heating
Points
4767.0 1.0730 5115.0
8954.6
8954.6
1.000
1.00
1.073
1.073
0.495
0.495
1.000
1.000
4752.6
4752.6
EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200
FORM 60OA-97
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
14358.5 5115.0 10256.0 29729.5 12686.9 4752.6 10494.5 27934.0
PASS
1C"eIT,+.tomr
EnergyGaugeT" DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200
FORM 60OA-97
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , ,
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
PERMIT #:
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 corners; 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.
story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Multi
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
aA-99 nTNFR PRFSP-RIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker electric or cutoff as must be provided. External or built-in heat trap required.
Swimming Pools & Spas 61.2.1 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.
Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, Insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGauger" DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 81.8
The higher the score, the more efficient the home.
I . 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 (fl')
7. Glass area & type
a. Clear - single pane
b. Clear - double pane
c. Tint/other SC/SHGC - single pane
d. Tint/other SC/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 _
1
a. Central Unit
4 _ b. N/A
Yes _
1967 fl' c. N/A
222.0 fl' _ 13. Heating systems
0.0 fl' _ a. Electric Heat Pump
0.0 fl' _
0.0 ft' b. N/A
R=0.0, 202.0(p) fl _ c. N/A
14. Hot water systems
a. Electric Resistance
R=3.0, 1026.0 fl' _
R= 11.0, 28.0 fl' _ b. N/A
R=11.0, 302.0 ft' _
c. Conservation credits
HR-Heat recovery, Solar
DHP-Dedicated heat pump)
R=19.0, 2005.0 fl' _ 15. HVAC credits
CF-Ceiling fan, CV -Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
Sup. R=6.0, 1.0 fl _ RB-Attic radiant barrier,
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: A6 Date: t 2\C>L
Address of New Home: 23\ & 2- n City/FL Zip:Jwn;_C_t
Cap: 36.0 kBtu/hr _
SEER: 10.30
Cap: 36.0 kBtu/hr _
HSPF: 6.90
Cap: 50.0 gallons _
EF: 0.86 _
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 86 for a US EPA/DOE EnergyStarn"deslgnation),
your home may qual ify for energy efciency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at wwwfsec. ucf edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 8501487-1824.
EnergyGauge® (Version: FLRCNA-200)
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R
109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665
For: D.R.HORTON
Notes:
Design Information .
Weather: Orlando —AP, FL, US
Job: 1965 11/16/98
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 DeslIiyygn TgD 18 OF
Relative hgumidity 50 %
Moisture difference 43 gr/lb
Heating Summary
Buildingg heat loss 33617 Btuh
Ventilafion air 0 cfm
Ventilation air loss 0 Btuh
Design heat load 33617 Btuh
Infiltration
Method Simplified
Construction quality Average
Fireplaces 0
Heating Cooling
Area (ft2) 1967 1967
Volume (ft') 15736 15736
Air changes/hour 0.8 0.4
Equiv. A F (cfm) 210 105
Heating Equipment Summary
Make TRANE
Trade
Sensible Cooling Equipment Load Sizing
Structure 24414 Btuh
Ventilation 990 Btuh
Design temperature swing 3.0 OF
Use mfg. data n
Rate/swing multiplier 0.98
Total sens. equip. load 24896 Btuh
Latent Cooling Equipment Load Sizing
Internal gains 1150 Btuh
Ventilation 1474 Btuh
Infiltration 3100 Btuh
Total latent equip. load 5724 Btuh
Total equipment load 30620 Btuh
Cooling Equipment Summary
Make TRANE
Trade
Efficiency 6.9 HSPF Efficiency 10.3 EER
Heating input 0 Btuh Sensible cooling 24850 Btuh
Heating output 0 Btuh Latent cooling 10650 Btuh
Heatin temp rise 0 OF Total cooling 35500 Btuh
Actual eating fan 0 cfm Actual cooling fan 1200 cfm
Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.049 cfm/Btuh
Space thermostat Load sensible heat ratio 82
BoWtallc values have been manually overridden
Printout certified by ACCA to meet all requirementp of Manual J 7th Ed.
wrightsoft Right -Suite ResidentialTM 5.0.33 RSR26016 2000.Oet-1309:58:58
ACCN E:1Flleswmorton%1965%1965.rsr Page 1
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16198
109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
Procedure A - Winter Infiltration HTM Calculation*
1. Winter infiltration AVF
0.8 ach x 15736 ft3 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 ft2 Total window = 28.5 Btuh/ft2
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.4 ach x 15736 ft'
2. Summer infiltration load
1.1 x105 cfm x 18
3. Summer infiltration HTM
2081 Btuh / 260 ft
x 0.0167
OF Summer TD =
Total window =
and door area
105 cfm
2081 Btuh
8.0 Btuh/ft2
Procedure C - Latent Infiltration Gain
0.68 x43 gr/lb 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/lb 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
Sold7tallc values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
W rlQ ht50'fC Right-Sulte Residentiatn' 5.0.33 RSR26018 2000 Oct-13 09:58:58
ACCK E:tFllesldrhonon%196511965.rsr Page 1
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: 7th Ed.
1 Name of room Entire House LIVING LAUNDRY M/BTH
2 Length of exposed wall 202.0 ft 54.0 ft 10.0 ft 6.0 ft
3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft
4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool
TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE I NO Htg Clg ft2) Htg I Clg ft') Htg I Clg ft) Htg I Clg ft) Htg I Clg
5 Gross a 14B 4.6 2.1 1248 320 0 0
Exposed b 12 2.9 1.9 48 48 0 0
walls and c 13C 3.2 1.2 320 64 80 48
partitions d 0.0 0.0 0 0 0 0
e 0.0 0.0 0 0 0 0
f0.0 0.0 0 N 0 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
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 10.0 0 0 0 0 0 0 0•"' 0
8 Other doors a 10 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0
b 10 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 16C 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 dlspl. 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 8.0 260 7400 2081 75 2135 600 18 512 144 0 0 0
13 Subtotal loss=6+8..+11+12 30561 8048 1334 581
Less external heating 0 0 0 0
Less transfer 0 0 0 0
14 Duct toss 100 3056 100 805 100 133 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 ain=7+8„+12+16g 22195 4644 1129 417
Less external cooling
N. 0 N. 0 0 NN 0
Less transfer 0 0 0 0
18 Duct gain 100 2219 100 464 100 113 10° 42
19 Total RSH galn=(17+18)'PLF 1.00 24414 1.00 5108 1.00 1242 1.00 458
20 Air required (cfm) 1 0 1200 1 0 251 0 61 0 23
Printout certified by ACCA to meet all requirement's of Manual J 7th Ed.
wr g ht50ft Right -Suite Residential^' 5.0.33 RSR26016 2000.Oct-13 09:58:58
ACCA E:1Fl1estdrhonon%196511965.rsr Page 1
RIGHT-J WORKSHEET
Entire House
t DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98
109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
1
MANUAL J: 7th Ed.
Name of room M/BR BR 2 BR 3 BR 4
2 Length of exposed wall 33.0 ft 11.0 ft 26.0 ft 11.0 ft
Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft
43 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool
TYPE OF HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE ICSNO. Htg Clg W) Htg Clg ft') Htg Clg ft') Htg Clg ft') Htg Clg
5 Gross a 14B 4.6 2.1 136 88
0
208
0 N.
88
0 N
Exposed b 12 2.9 1.9 0
0 0 0wallsandc133.2 1.2 128
0 0
partitions d 0.0 0.0 0 0
0 0 N
e
f0.0
0.0 0.0
0.0
0
0 NN
0
0 0 N N.. 0
6 Windows and a 1 C 37.0 32 1183 16 591 16 591 16
0
591
0
glass doors b 8C 37.0 0
0
0';;
0
0
0
0';"
0
0
0
0
0 0 0
Heating c 9A 29.9
0 0 0 0 0 0 0 0d
e
0.0
0.0 0 0""" 0 0 0 0 0 0
f 1 0.0 0 0 0 0 0 0 0 0
7 Windows and North 20.4 0 0 0 0 2 41
0
2
0
41
0
glass doors NE/NW 39.4 32 1261 16 630
0
0
0 0 0 0
Cooling E/W
SE/SW
0.0
47.4
0
0
0
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 10 14.7 9.9 0 0 0 0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0b1014.7 9.9 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 2.1 104 479 214 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
0
0
0
0
0
0
partitions d 0.0
0.0
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0 0 0 0 0 0 0e
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16C 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269
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 8.0 321 911 2561 16 4551 128 16 455 128 16 455 128
13 Subtotal loss=6+8..+11+12 4235 1925 2890 1869
Less external heating 0 0 0 0
Less transfer 0 0 0
109
0
14 Duct loss 10° 423 100 192 100 289 187
15 Total loss = 13+14 4658 2117 3179 2056
16 Int. gains: People @ 300 1 300 0 0 0 0 0 0
0Appl. @ 1200 0 0 0 0 0 0 0
17 Subtot RSH ain=7+8..+12+16 2711 1250 1601 1250
Less externa cooling 0 0Lesstransfer00
18 Duct gain 10 ° 271 10° 125 10° 160 10° 125
19 Total RSH gain=(17+18)'PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375
201Air required (cfm) 01 147 01 68 1 01 87 1 01 68
Printout certified by ACCA to meet all requirement's of Manual J 7th Ed.
wr-vc)"tsoft Right -Suite Residential" 5.0.33 RSR26016 2000.Oct-1309:58:58
A& E:\Flles\drhorton\1965\1965.rsr Page 2
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1966 11/16/98
109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665
MANUAL J: 7th Ed.
1
2
Name of room
Length of exposed wall
FAMILY
33.0 ft
KITCH/NOOK
18.0 ft
BTH
0.0 ft
3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft
4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool
TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area
EXPOSURE I NO. Htg 1 Clg ft') Htg Clg ft') Htg I Clg ft') Htg I Clg Htg Cig
5 Gross a 14B 4.6 2.1 264 144 0
0Exposedb12C2.9 1.9 0 0
walls and c 13C 3.2 1.2 0 0 0
partitions d 0.0 0.0 0 0 0
e 0.0 0.0 0
0
0
0f0.0 0.0 0
6 Windows and a 1C 37.0 0 0 33 1220 0
0
0
0glassdoorsb8C37.0 54 1996 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
0
0
0
0
0CoolingE/W 0.0 0
SE/SW 47.4 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 10 14.7 9.9 0 0 0 0 0 0 0 0 0
b 10 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 01 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 16 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 128.51 8.0 54 1537 432 33 939 264 0 0 0
13 Subtotal loss=6+8..+11+12 5839 3656 183
Less external heating 0 0
Less transfer 0
14 Duct loss 100 584 10° 366 10 OA 18
15 Total loss = 13+14 6423 4022 201
16 Int. gains: People @ 300 4 1200 0 0 0 0
Appl. @ 1200 0 0 1 1200 0 0
17 Subtot RSH galn=7+8..+12+16 5127 3826 240
Less external cooling 0 0
Less transfer 0 0 0
18 Duct gain 10° 513 10° 383 100 24
19 Total RSH gain=(17+18)'PLF 1.00 5640 1.00 4208 1.00 264
201Air required (cfm) 0 277 0 0 207 0 13
Printout certified by ACCA to meet all requirement's of Manual J 7th Ed.
r wtrjg"tsoft Right -Suite Residential^' 5.0.33 RSR26016 2000.Oct-13 09:58:58
s1CCk E:1FHes%drhorton\1965\1965.rsr Page 3
RIGHT-J WINDOW DATA
IN, , is
DEL AIR HEATING,AIR CONDITIONING,R lob: 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
wrigt 1tS0{t Right-Sulte Residential O 5.0.33 RSR26016 Z 2000.Oct-13 09:58:58
MCA E:\FllesW-r orton\1965\1965.rsr Page 1
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AG Duct Has
R-6 Insulation Value
Nt
ELECTRICAL PLAN
Clearance of 4 Inches
Around Air Handier
Per The State Energy
5
ELECTRICAL RI5ER
E71
C,
qpO
o '
uZ
yr
PLOT PLAN
DESCRIPTION: (AS FURNISHED)
LOT 88' BAKERS CROSSING,
AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
LOT 88 CONTAINS 5491 SQUARE FEET t
THIS STRUCTURE CONTAINS 2107 SQUARE FEET t
TOTAL CONCRETE 524 SO. FT. t
TOTAL SOD 2860 SOUARE FEET t
BELGIAN WAY
TRACT A
50' RIGHT OF WAY
N89?15IS"w 232.00
T_--_---_—_—_—_---
PT
96.92'------- I 135J4'
wl PIWI
V11. 10h10rIVf
8: 50.00
3ZI N89'
36'15"w 10'
UTILITY EASEMENT,,''• 1
N
1 1
j 5.
0 20.
0' COVERED
ENTRANCE
llow
LOT
89 N N N N
w Z
o
PROPOSED m
MODEL 1965 flNl$
NEO FLOOR o
w o
vl N
LOT 87 4
0) 0
Q(oVZ 3 /•• VC w
ELEVAITON.}1.0 a WO OW
O z
a Z
a
0
40.0' o FLOC,. ' ..
s { :L'
vlATION 40.0' in
MUST
BE ii'' ors::-'I c CROWN- 50'
PA110 _ — — —
r
5.
0 c;•
D UNLESS OFADI ' I
LOT
88 1`,F a I
DRAINAGE TYPE B w OTHFRW,:;:
A''PROVED II 9911v L S89'
23'38"E 50.
00' LOT
84 LOT
85 LOT 86 MINIMUM
LOT WIDTH FRON
T: 25' REAR:
20' SIDE:
5' CORNER:
15' PREPARED
FOR: D.
R. HORTON THIS
PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY.
THIS IS NOT INTENDED FOR THE CONSTRUCTION OF rTE
PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION L.
ST 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 ZONE A. AREA
WITHIN 100 YEAR FLOOD PLAIN & ZONE X" AREA
OUTSIDE 100 YEAR FLOOD PLAIN BEARINGS
SHOWN HEREON ARE BASED ON THE
NORTHERLY LINE OF LOT 88 BEING
N 89'36'15" W PER PLAT. FIELD
DATE:) REVISED: SCALE:
1" = 30 FEET APPROVED
BY: EEC LEGEND
BUILDING
SETBACK LINE POB
POINT ON BOUNDARY CENTERLINE
PCC POINT OF COMPOUND CURVATURE RIGHT
OF WAY LINE POC POINT ON CURVE x
PROPOSED ELEVATION OR
OFFICIAL RECORD PD
PLANNED DEVELOPMENT PROPOSED
DRAINAGE FLOW 6 DENOTES DELTA ANGLE L
DENOTES ARC LENGTH C
CONCRETE C.B. DENOTES CHORD BEARING LB
LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS
LAUD SURVEYOR PI
DENOTES POINT OF INTERSECTION PRM
PERMANENT REFERENCE MONUMENT PRC
PT
DENOTES
POINT OF REVERSE CURVATURE DENOTES
POINT OF TANGENCY PCP
PERMANENT CONTROL POINT 1YP TYPICAL P)
PER PLAT A/C AIR CONDITIONER M)
MEASURED COW CONCRETE BLOCK WALL FND
FOUND RP RADIUS POINT C/
W CONCRETE WALK CS CONCRETE SLAB SW
SIDEWALK C CHORD LENGTH CP
CONCRETE PAD O. FT. SOUARE FEET NC
NATURAL GRADE AMERICAN
SURVEYING & MAPPING CERTIFICATION
OF AUTHORIZATION NUMBER LBy6393 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. JOB
NO. ASM33001 PLOT PLAN 1-4-02 DRAWN
BY: LOT FIT 5-2-01 JML FOR
J ^
O;FI,..EMOR
D COLE, PSM y4403 nTE
CITY OF SANFORD BUILDING DIVISION
FOR %.ESIDENTIAL BUILDING PERMITSUBMITTALREQUIREMENTS
p 1. Two (2) recent boundary and buildinglocation ng setbacks
for structuresucturessurveys
t(not
fences) forermitfromallstructurestopropertylinespsetsofconstructiondesigndrawingsdrawntoscale, p
2, Two (2) complete Complete
sets to include: ter
sizes walls. Provide side view details Foundation
pla a. of
these footers with gating reinforcebarreplacement. Indicating interior
wall partitions and room identification, b. Floorplanroomdimensions, door, window, and/or opening sizes, smoke detector, Bathroom fixturesandlocation(s), landings, decks and stairs. distances from
walls are to be shown. Note the
State of Florida requirements for bath door for compliance of Handicapped
Code (F.S. 553, Part 5) of allexteriorwalls, east, west, north and south. Finish C. Elevations
floor elevation
height as per City Engineering Department or subdivision plat.
d. Cross
sections of all wall sections to be used in the structure. Bearing non-bearing inter
and exterior. Show all components of wall section. conventionally framed. Plantoe, Framing plan
for floor Joists where size and speciesofmaterialstobeused. Indicate span, f, Engineered truss
plan with details of bracing. Engineered beams for spacing openings to
carry and support trusses. Stair details withtreadandriserdimensions, stringer size, methods of 9. attachment, placementofhandrailsandguardrails. h. Square footage
table showing footages: A 1Z S.F. Garages/Carports S.
F. Porch(s)/Entry(
s) i S.F. Patio(s) S.
F. Conditioned structure 24
S.F. 3. Total (Gross
Area)
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 or if structure
to be built on till, a report may be requested by the Building Official or
his representative. 5. Other submittal
Documents: n. Utility letter
or approval when public water supply and/or sewer system p connection tobe
made. b. Septic tank
permit to be obtained from Seminole County Health Department at: 400
W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit
when trees to be removed from property. Contact the City Engineer for
details regarding the arbor ordinance and permit. 6. Application to
be completed thoroughly and signatures provided by a licensed and insured
contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN
APPLICATION AS PER FLORIDA STATE STATUTE 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. REQUIRED INSPECTIONS DURING
AND UPON COMPLETION OF CONSTRUCTION 1. 2. Footer
Underground,
electrical,
mechanical
and plumbing 3. Foundation elevation
survey 4. Slab S.
Ltntel- tic
beams - columns- cells 6. Rough electrical
7. Rough mechanical
8. Rough plumbing
9. Tub Set
10. Framing 11.
Tenant Separation /
firewall 12. Insulation, walls
and/or ceilings 13. Electrical final,
mechanical final and plumbing final 14. Building final
15. Other DATE
SIGNATURE6AU 03Y
Ownthorized Agent)
I hearby name and a
Limited Power Of Attorney
int: Craig Coulton and 'Fa-_r1 L 4 +c)n each
agent's of D.R. Horton Inc. _ To
be my lawful attorney in fact to act for me and ply The
Building Dept. of: C For
a residential permit for work to be performed at: Lot # :
012) Subdivision Address:
Z31
E66 k' ON And
to sign my name and do all things that are necessary to
this appointment. Richard
B. Ladd CBC055300 Contractor
State Registration Number IF
M - Signature
of Contractor This
foregoing ins rum nt was acknowledged before me this: Date:
21 L By: Richard B. Ladd ( Contractor ) Who
is persona lly kn wn to me. State
of R(orida County
of Ora NOf
0 PATRIC1A L. COULTON TARY
o MY Comm ESP. 7/26/2002 w
PUBLIC ' No. CC 762427 Persav9y
Known [] oto I.O. otary
Public Signature Notary Seal Yred
i w
AREX
PEST
COTITROL_
Sentricon* Colony Elimination System
Pretreatment Plan Agreement
Date of Install :
Contract Number
PUCHASERS NAME AND ADDRESS
Name •• C1U41 L3
Address 623D V
City/State/Zip 0_LN moo, IR 37Q,ZZ
Phone & Email
Sentricon
cry nbdnatim sysum
Quarterly Payment Amount $ "75,
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.
CUSTOMERS NAME AND ADDRESS
Name
Address
City/State/Zip
Phone & Ema
INSTALLATION ADDRESS: L_ ea E4E l 0- 1
SPECIAL OR ADDITIONAL COMMENTS
NOTIFICATION STICKER LOCATED: ZA
DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will
warrant the structure(s) against subterranean termite dama Vie. 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
GOVERN 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; and
4. 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 Sentricon
Pretreatment Plan mayby maintained for the LIFETIME of the identified property subject to the terms and conditions of this agreement
for $%S5_ `1per quarter (3mo period) payable on or before the end of the previous monitoring period. After the
fifth year, 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 and eliminate
faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under the
area(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insect
infestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. Failure of
Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER:
COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING
STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF MERCHANTABILITY,
FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER,
COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE
PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY. Customer
expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex for negligence,
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)it 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 treatment
may have and (2)it is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy or
sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or
techniques utilized by Apex.
GENERAL TERMS AND CONDITIONS
By specific reference hereto, 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 components
of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the
Components, 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 expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer to
retrieve from the Customer'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
a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection
or discontinuing the relationship(note: Conventional "liquid barrier" method of termite control may not offer an effective
means of controlling certain termite infestations of certain structures. 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)if
the Customer elects to discontinue the relationship, 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)retrieve, or advise DowElanco or
its representatives where to retrieve, the Components from the Customer's premises; and
b. the Customer will; (])grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of
the Components; and; (2)either 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; (])the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to
the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies
occurs, 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 part
of the Customer'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 in
Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may
without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at
the highest rate allowed by law during the period of any delinquency, 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 is
held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and
effect.
CHANGE IN LAW. In the event of a change in applicable law as is 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 fuel/or materials, strikes,
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; (])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)furniture 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 litigation, 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
commercial arbitration of the American Arbitration Association or an.y 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 se . The
proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or its
designee. The arbitrator will have the complete power to determine all issues of fact and law, and any determination of the arbitrators will
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 and
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 be
relieved of any liability hereunder if Apex determines, in its sole discretion, that it is unable to prevent or stop further damage to Property
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 to
The Apex Corporate Office. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the identified
Property for any purpose contemplated by this Agreement, including but not limited to re -inspection, whether the inspection was requested
by the Customer or considered necessary by Apex.
LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from its effective date. After this
initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a $50.00 transfer fee payable to Apex within 30
thirty) days of the transfer of the treated Property.
Trademark of DowElanco
Brevard Area Orlando Area Tampa/Sarasota Area
508 S Plumosa St. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd N
Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510
407459-2847 407-858-0540 813-221-2847
800-929-2847 888-764-2847 877459-2847
FORM 60OA-97
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs '
Residential Whole Building Performance Method A
Project Name: 1965
Address: ZZ) &16 tftO
City, State:66to-4", -=B
Owner:. .
Climate Zone: Central
I .
n
New construction or existing New _
2. Single family or multi -family Single family _
3. Number of units, if multi -family I
4. Number of Bedrooms 4 -
5. Is this a worst case? Yes _
6 C d'tioned floor area (ft') 1967 ft' oI 7.
Glass area & type _ a.
Clear - single pane 222.0 ft' _ b.
Clear - double pane 0.0 ft' _ c.
Tint/other SC/SHGC - single pane 0.0 ft' _ d.
Tint/other SC/SHGC - double pane 0.0 ft' 8.
Floor types - a.
Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ b.
N/A c.
N/A 9.
Wall types a.
Concrete, Int Insul, Exterior R=3.0, 1026.0 ft' _ b.
Frame, Wood, Exterior R=1 1.0, 28.0 ft' _ c.
Frame, Wood, Adjacent R=11.0, 302.0 ft' _ d.
N/A e.
N/A 10.
Ceiling types a.
Under Attic R=19.0, 2005.0 ft' _ b.
N/A c.
N/A 11.
Ducts a.
Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.011 _ b.
N/A Builder:
DR HORTON Permitting
Office: Permit
Number: pZ.1tib Jurisdiction
Number: (Oct i5d::' 12.
Cooling systems a.
Central Unit b.
N/A c.
N/A 13.
Heating systems a.
Electric Heat Pump b.
N/A c.
N/A 14.
Hot water systems a.
Electric Resistance b.
N/A c.
Conservation credits HR-
Heat recovery, Solar DHP-
Dedicated heat pump) 15.
HVAC credits CF-
Ceiling fan, CV -Cross ventilation, HF-
Whole house fan, PT -
Programmable Thermostat, RB-
Attic radiant barrier, MZ-
C-Multizone cooling, MZ-
H-Multizone heating) Glass/
Floor Area: 0.11 Total
as -built points: 27934.00 PASS Totalbasepoints: 29729.00 I
hereby certify that the plans and specifications covered by
this calculation are in compliance with the Florida Energy
Code. PREPARED
BY: .1 2 DATE: \
Z •Q I
hereby certify that this building, as designed, is in compliance
with the Florida nergy Code. OWNER/
AGENT: 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:
3 - (- 1 Cap:
36.0 kBtu/hr _ SEER:
10.30 Cap:
36.0 kBtu/hr _ HSPF:
6.90 Cap:
50.0 gallons _ EF:
0.86 EnergyGauge(
D (Version: FLRCNA-200)
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
X Conditioned X BSPM = Points Overhang18
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
18 1967.0 42.08 14897.9 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
Adajcent 302.0 0.7 211.4 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 Points
Under Attic 1967.0 0.60 1180.2 Under Attic 19.0 2005.0 1.10 2205.5
Base Total: 1967.0 1180.2 As -Built Total: 2005.0 2205.5
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points
Slab 202.0(p) 31.8 6423.6 Stab -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: 6443.8
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-97 EnergyGauge®/FlaRES'97 FLRCNA-200
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
Summer Base Points: 40141.1 Summer As -Built Points: 36566.0
Total Summer X System
Points Multiplier
Cooling
Points
Total X
Component
Cap
Ratio
X Duct X
Multiplier
System X
Multiplier
Credit
Multiplier
Cooling
Points
40141.1 0.3577 14358.5
36566.0
36566.0
1.000
1.00
1.048
1.048
0.331
0.331
1.000
1.000
12686.9
12686.9
EnergyGauge°A DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , ,
PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BWPM = Points
Type/SC Ornt
Overhang
Len Hgt Area X WPM X WOF = Points
Floor Area
18 1967.0 4.79 1695.8 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
Adajcent 302.0 1.8 543.6 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 Points
Under Attic 1967.0 0.60 1180.2 Under Attic 19.0 2005.0 1.00 2005.0
Base Total: 1967.0 1180.2 As -Built Total: 2005.0 2005.0
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: 506.0
INFILTRATION Area X BWPM Points Area X WPM Points
1967.0 0.28 550.8 1967.0 0.28 550.8
EnergyGaugeG DCA Form 60OA-97 EnergyGaugeG/FlaRES'97 FLRCNA-200
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
Winter Base Points: 4767.0 Winter As -Built Points: 8954.6
Total Winter X System =
Points Multiplier
Heating
Points
Total X
Component
Cap
Ratio
X Duct X
Multiplier
System X
Multiplier
Credit =
Multiplier
Heating
Points
4767.0 1.0730 5115.0
8954.6
8954.6
1.000
1.00
1.073
1.073
0.495
0.495
1.000
1.000
4752.6
4752.6
EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200
FORM 60OA-97
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
14358.5 5115.0 10256.0 29729.5 12686.9 4752.6 10494.5 27934.0
CUSS
04 T 14B STq
f etiC00WE
v
a
o
EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200
FORM 60OA-97
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , ,
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
PERMIT #:
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 corners; 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 orjoint 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.
story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Multi
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
RA-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker electric or cutoff as must be provided. External or built-in heat trap required.
Swimming Pools & Spas 61.2.1 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.
Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed In accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1. 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGaugerm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 81.8
The higher the score, the more efficient the home.
I. New construction or existing New 12. Cooling systems
2. Single family or multi -family Single family a. Central Unit Cap: 36.0 kBtu/hr -
3. Number of units, if multi -family 1 SEER: 10.30 -
4. Number of Bedrooms 4 b. N/A
5. is this a worst case? Yes
6. Conditioned floor area (W) 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 ft' a. Electric Heat Pump Cap: 36.0 kBtu/hr
C. Tint/other SC/SHGC - single pane 0.0 ft' HSPF: 6.90 -
d. Tint/other SC/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 iV
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 IV 15. HVAC credits
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)
1 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) S1g2
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
04THH
ti ,. _ o
based on installed Code compliant features. p
Builder Signature: Date: 2 Z a
Address of New Home: Z3\ k CiN hates City/FL Zip:I4bA , iP\ 32__T14S;1)
r
Co0 WE
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 86 for a US EPA/DOE EnergyStarn designation),
your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.ucf.'edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 850/487-1824.
EnergyGauge® (Version: FLRCNA-200)
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R
109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665
Project: • •
For: D.R.HORTON
Notes:
Job: 1965 11/16/98
Design lhformation. l
Weather: - Orlando —AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 38 OF
Des70 OF
Design 32 OF9
Heating Summary
Building heat loss 33617 Btuh
Ventilation air 0 cfm
Ventilation air loss 0 Btuh
Design heat load 33617 Btuh
Infiltration
Method Simplified
Construction quality Average
Fireplaces 0
Heating Cooling
Area (ft2) 1967 1967
Volume (ft') 15736 15736
Air changes/hour 0.8 0.4
Equiv. AVF (cfm) 210 105
Heating Equipment Summary
Make TRANE
Trade
Outside db 93 OF
Des nTD 18 F
R9 ggelative iumidity 50
Moisture difference 43 gr/lb
Sensible Cooling Equipment Load Sizing
Structure 24414 Btuh
Ventilation 990 Btuh
Design temperature swing 3.0 OF
Use mfg. data n
Rate/swing multiplier 0.98
Total sens. equip. load 24896 Btuh
Latent Cooling Equipment Load Sizing
Internal gains 1150 Btuh
Ventilation 1474 Btuh
Infiltration 3100 Btuh
Total latent equip. load 5724 Btuh
Total equipment load 30620 Btuh
Cooling Equipment Summary
Make TRANE
Trade
Efficiency 6.9 HSPF Efficiency 10.3 EER
Heating input 0 Btuh Sensible cooling 24850 Btuh
Heating output 0 Btuh Latent cooling 10650 Btuh
Heating temp rise 0 OF
Actual Treating fan 0 cfm
Total cooling
Actual cooling fan
35500
1200
Btuh
cfm
Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.049 cfm/Btuh
Space thermostat Load sensible heat ratio 82
Bold/Itallc values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrightsoft Right -Suite Residential TM 5.0.33 RSR26016 2000.Oct-1309:58:58
1
4CCk E:\Files\drhorton\1965\1965.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
0.8 ach x 15736 ft' x 0.0167 =
2. Winter infiltration load
1.1 x210 cfm
3. Winter infiltration HTM
7400 Btuh / 260
x 32 OF Winter TD =
ftz Total window =
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.4 ach x 15736 ft'
2. Summer infiltration load
1.1 x105 cfm x 18
3. Summer infiltration HTM
2081 Btuh / 260 ft2
x 0.0167 =
OF Summer TD =
Total window =
and door area
210 cfm
7400 Btuh
28.5 Btuh/ft2
105 cfm
2081 Btuh
8.0 Btuh/ft2
Procedure C - Latent Infiltration Gain
0.68 x43 gr/lb 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/lb 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
BoldWallc values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
WrigtltSC)ft Right-SulteResidentlat^ S.0.33RSR26016 2000-Oct-1309:58:58
ACCK E:tFilestdrrhiorton1196511965.rsr Page 1
RIGHT-J WORKSHEET
Entire HouseewDELAIRHEATING,AIR CONDITIONING,R Job: 1965 11/16198
109 COMMERCE STREET, LAKE MARY. FL 32746.6206 Phone: (407) 831-2665
MANUAL J: 7th Ed.
1 Name of room Entire House LIVING LAUNDRY M/BTH
2 Length of exposed wall 202.0 ft 54.0 ft 10.0 ft 6.0 ft
Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft
43 Ceiings Condit. Option 8.0 ftheat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE
OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE
I NO Htg I Clg ft2) Htg I Clg ft2) Htg I Clg ft2) Htg I Clg 1`12) Htg I Clg 5
Gross a 14B 4.6 2.1 1248 320 0 0 Exposed
b 12 2.9 1.9 48 48 0 walls
and c 13 3.2 1.2 320 64 80 4 partitions
d 0.0 0.0 0 0 0 0 f
0.0 0.0 0 0 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
1 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 101 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b
101 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c
0.01 0.0 01 0 0 0 0 0 0 0 0 0 0 0 9
Net a 14E 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 13 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 16C 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 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 2601 7400 2081 75 2135 600 18 512 1441 0 0 0 13
Subtotal loss=6+8..+11+12 30561 8048 1334 581 Less
external heating 0 0 0 0 Less
transfer 0 0 0 0 14
Duct loss 100 3056 100 805 100 133 100 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 ain=7+8..+12+16 22195 4644 1129 417 Less
externs cooling 0 0" 0 0 Less
transfer 0 0 0 0 18
Duct gain 10° 2219 100 464 10° 113 10° 42 19
Total RSH gain=(17+18)'PLF 1.00 24414 1.00 5108 1.00 1242 1.00 458 201Air
required (c m) 0 1200 0 251 0 61 0 23 Printout
certified by ACCA to meet all requirement's of Manual J 7th Ed. wr2g
htsoft Right -Suite Resldentia" 5.0.33 RSR26016 2000-Oct-13 09:58:58 ACCK
E:1F11es%drhor1on%1965%1965.rsr Page 1
RIGHT-J WORKSHEET
Entire House
w
DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98
109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
1
MANUAL J: 7th Ed.
Name of room M/BR BR 2 BR 3 BR 4
2
3
Length of exposed wall
Room dimensions
33.0 ft
14.0 x 17.0 ft
11.0 ft
11.0 x 14.0 ft
26.0 ft
14.0 x 12.0 ft
11.0 ft
11.0 x 11.0 ft
4 Ceiings Condit. Option 8.0 ft i heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool
TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE NO. Htg CIg ft') Htg I Clg ft2) Htg I CIg ft') Htg Clg ft') Htg I Clg
5 Gross a 14E 4.6 2.1 136 888 2088 888
Exposed b 12 2.9 1.9 0
0 NN 0
walls and c 13 3.2 1.2 128 0
0 NN 0
partitions d 0.0 0.0 0
N..
0"••
N NN 0 N. 0
e
f0.0
0.0 0.0
0.0
0
0
0
0 0 N« NN 0 N
6 Windows and a 1C 37.0 32 1183 16 591 16 591 16
0
591
0
glass doors b 8C 37.0 0
0
0
0
0
0
0
0
0
0
0
0""" 0 0
Heating c 9A 29.9
0 0"""" 0 0""' 0 0""' 0 0
d
e
0.0
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
0
2
0
41
0
glass doors NE/NW 39.4 32 1261 16 630
0
0
0 0 0 0
Cooling E/W
SE/SW
0.0
47.4
0
0
0
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 10 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0
b 10 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 2.1 104 479 214 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
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
0
0 0 0 0 0 0 0 0e
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16C 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269
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 32 911 256 16 4551 128 16 455 128 16 455 128
13 Subtotal loss=6+8..+11+12 4235 1925 2890 1869
Less external heating 0 0 0 0
Less transfer 0 0 0 0
14 Duct loss 10° 423 100 192 100 289 100 187
15 Total toss = 13+14 4658 2117 3179 2056
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 cooling 0 0 0 0
Less transfer 0 NN 0 0 NN
18 Duct gain 10° 271 100 125 10° N. 160 10 125
19 Total RSH gain=(17+18)"PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375
201Air required (cfm) 0 147 0 68 0 87 01 68
Printout certified by ACCA to meet all requirement's of Manual J 7th Ed.
c wr ghtsoft Right -Suite Residential^' 5.0.33 RSR26016 2000.Oct-1309:58:58
CG`A E:1Fllesldrhorton\1965%1965.rsr 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: 7th Ed.
1
2
Name of room
Length of exposed wall
FAMILY
33.0 ft
KITCH/NOOK
18.0 ft
BTH
0.0 ft
3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft
4 Ceiings Condit. Option 8.0 ftheat/cool 8.0 It heat/cool 8.0 ft heat/cool TYPE
OF HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE
ICS NO. Htg I Clg ft2) Htg I Clg ft2) Htg I Clg ft') Htg I Clg Htg Clg 5
Gross a 14 4.6 2.1 264 144 0 Exposed
b 12 2.9 1.9 0 0 N 0 N. walls
and c 13C 3.2 1.2 0 0 0 partitions
d 0.0 0.0 0 0 0 e
0.0 0.0 0 N.. 0 N.. 0 f0.
0 0.0 01 N.
0 0 6
Windows and a 1C 37.0 0 0 33 1220 0 0 glass
doors b 8C 37.0 54 1996 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
E/W 0.0 0 0 0 0 0 0 SE/
SW 47.4 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 10 14.7 9.9 0 0 0 0 0 0 0 0 0 b
10 14.7 9.9 0 0 0 0 0 0 0 0 0 c
0.01 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 16C 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.b 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 128.5 1 8.0 54 1537 432 33 939 264 0 0 0 13
Subtotal loss=6+8..+11+12 5839 3656 183 Less
external heating 0 0 0 Less
transfer 0 14
Duct loss 10OX 584 100 366 100 18 15
Total loss = 13+14 6423 4022 201 16
Int. gains: People @ 300 4 1200 0 0 0 0 Appl.
@ 1200 0 0 1 1200 0 0 17
Subtot RSH gain=7+8..+12+16 5127 3826 240 Less
external cooling 0 n 0 NN Less
transfer 0 0 0 18
Duct gain 10° 513 10° 383 10° 24 19
Total RSH gain=(17+18)"PLF 1.00 5640 1.00 4208 1.00 264 20
Air required (cfm) 1 01 277 101 207 0 13 Printout
certified by ACCA to meet all requirement's of Manual J 7th Ed. wr-
vog ffit Right -Suite Residentlal* 6.0.33 RSR26016 2000-Oct-13 09:58:58 soAC&
E:1FIIes\drhorton\1965\1965.rsr Page 3
RIGHT-J WINDOW DATA
Iy
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
wrigtjtSO{t Right-Sulte Residentlal^ 5.0.33 RSR26016 t 2000.Oct-13 09:58:58
ACCK E:1Flles%cFr orton%196511965.rsr Page 1
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ELECTRICAL PLAN
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Around Air Handier
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NC Sl 18 BY BSI DR
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ENGINEERING 1'tH(YIII
PERMIT No OZ... ,=_
This permit shall nwhorire work to be done in (he City of Sanford hased on the approved construction plans andlieinformationprovidedbelow:
RiUIr(•o( Way U(ilita(ion.................. Driveway.................
Applicant Namcl.-C--( L , firm: IJ•I `Cr Cl ,1 1'
Address: Q.-?21'lQ- f J.
j (90
Phone:.—ilol(Uayl_—_.. (thy
Project Location or Address:—
Title of Approved Uovelopment Plans: 1lpprovil Date:_
Schedule of Work: from To 1'rnergcircylkepairs.......
Proposed Activity:
Driveway Installa(ion....... 0 Aerial Utilities ....... 0 Underground Utilities .......
Dore and Jack ....... CD Open Cutting of Roadway ....... Sidewalk Installation ....... 0
Other ....... 0
Specific Description:
ERcavation information: Total Lcng(It _(FTC Nu(nber of Open Roadway Cuts
Aerial Information: Leng(I,_(FT) Number of Poles (Exis(ing) (Ncw)
0 .
Il is undcrslood:and agreed that (lie rights and privileges herein se( out are granted only to the extent of the City
of Sanf ord's jurisdiction and tl,e tight, title, or interest in (lie land to be entered and'used by the permittee. The
permiticc shall at all times assure all risks of and indemnity, defend, save harmless the City of Sanford from and
agains( al('loss, cost, damage, or expense arising in any manner on account of the permit request by said permitteeOftheforesaiddglilsandprivileges.
In tl,e event of any future construction of roadways, utilities, stormwaler facifities,or any general maintenance
activities by (lie City becomes in conflict will, (lie above permitted activity, the permittee shall removo andlor
relocate as necessary at no cost to (lie City of Sanford, insofar as sucl( facilities arc within (lie public dght•of-
way. 'CALL THE PUBLIC WORKS DEPT. AT 330•5081 TO SCHEDULE A PRE -POUR INSPECTION '
APPLICANT S(GNI TU . <W 0ATf.
4 . . . . . . . . .-_
Reviewed: Public Works Uale
Utilities._ _ Date
ilPf'f1UV(:ll: fnrlinr,rtrunl (l;rt,, ) $ I 2 f I I w OD