HomeMy WebLinkAbout116 Friesian Way 03-1362 New SFHPERMIT ADDRESS \ \ LG
CONTRACTOR
ADDRESS
D R Horton
6250 Hazeltine Nat'l Dr 4102
Orlando, FL 32822
407)857-9101.
CBC 055300
PHONE NUMBER
PROPERTY OWNER Q
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER -FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
SUBDIVISION
PERMIT # ' ' DATE
PERMIT DESCRIPTION
PERMIT VALUATION
SQUARE FOOTAGE
i
CERTIFICATE OF'QCCUPANCY / COMPLETION
This is to certify that the'building located at
116 FRIESIAN WAY for
which permit 03-00001362 has heretofore been issued on 3/26/03
has been completed according to plans and specifications filed in the
office of the Building Official prior t the issuance of said building
permit, to wit as
1 jjk I r—CL,111 .. 1?,tj complies with all the
building, plumbing, electric zoning land subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL
BUILDING:
Finaled
ZONING:
Inspected
UTILITIES:
Water
Lines In
Meter
Set
Reclaimed
Water
Subdivision Regulations Apply: Yes No
DATE APPROVAL
FIRE:
Inspected
Sewer
Lines In
Sewer
Tap
ENGINEERING:
Street
Drainage Paved
Maintenance
Bond
PUBLIC WORKS:
Street
Name Street
Signs S Lights
Storm
Sewer Driveway
Street
Work
DESCRIPTION
WATER -SEWER IMPACT FEES
01-APPLCTN FEE -ELECTRIC
01-APPLCTN FEE -BUILDING
01-APPLCTN FEE -MECHANIC
01-APPLCTN FEE -PLUMBING
02-ENGNG DEVLPMT FEES
01-FIRE IMPACT - RESIDENT
01-LIBRARY IMPACT FEE
01-OPEN SPACE
FF.F.q PAM
DATE APPROVAL
DATE AMOUNT
4/03/03 10.00
3/26/03 10.00
4/30/03 10.00
4/03/03 10.00
3/26/03 10.00
3/26/03 59.27
3/26/03 54.00
3/26/03 279.61
r
PAGE:
CERTIFICATE OF OCCUPANCY / COMPLETION
2
This is to certify that the'building located at
116 FRIESIAN WAY for
which permit 03-00001362 has heretofore been issued on 3/26/03
has been completed according to plans and specifications filed in the
office of the Building Official prior to the issuance of said building
permit, to wit as complies with all the
building, plumbing, electrical, zoning and subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL Subdivision Regulations Apply: Yes No
01-POLICE IMPACT RESID 3/26/03 91.93
01-RADON GAS TAX FEE 3/26/03 17.34
01-ROAD IMPACT FEES 3/26/03 847.00
01-RECOVERY FD/CERT. PGM. 3/26/03 17.34
01-SCHOOL IMPACT FEE 3/26/03 1384.00
WD IMPACT:SINGLE FAMILY 3/26/03 650.00
SD IMPACT:SINGLE FAMILY 3/26/03 1700.00
BUILDING OFFICIAL / A E
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
SINGLE FAMILY RESIDENCE****
DATE is -'`
PERMIT # 0?:)7
ADDRESS -
SUBDIVISION Bakers Crossinq
CONTRACTOR D R Horton
Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579
lGcnrf-
Aeornle 6A
sec c,e
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 Fema Rec'd
c G•1G o
Public Works --Q I. J)'h'7 Cert. of Elev. Rec'd
Utilities Bldg. Inspector Apprvd
Conditions: (to be completed only If approval is conditional)
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
116 FRIESAN WAY
CITY STATE ZIP CODE
SANFORD FL 32711
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 10, BAKERS CROSSING, PHASE 1
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, 'rf necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE'(OPTIONAL) HORIZONTAL DATUM: SOURCE: GIPS (Type):
or ##.#####°I NAD 1927 NAD 1983 USGS Quad Map Other:
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 62. COUNTY NAME 03. STATE
SEMINOLE COUNTY 120289 SEMINOLE FLORIDA
B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding)
0045 E 4/17/95 4117195 X NIA
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
FIS Profile FIRM ® Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC.
1311. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, ARIAH, ARIAO
Complete Items C3: a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum Conversion/Comments
Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ®No
o a) Top of bottom floor (including basement or enclosure) 43. 5 ft.(m)
o b) Top of next higher floor N/A. _ft.(m) a
o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o (
D
o d) Attached garage (top of slab) 43. 0 ft.(m) E
o e) Lowest elevation of machinery and/or equipment'
servicing the building (Describe in a Comments area) 42.7 ft.(m) E 76
o f) Lowest adjacent (finished) grade (LAG) 41.4 ft.(m) Z'
o g) Highest adjacent (finished) grade (HAG) 42. 4 ft.(m) U)
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0
o q 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.
I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIERS NAME: WIH IAM 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 1 A ORLANDO FL 32801
SIGNATURE DATE TELEPHONE
6/20/03 (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 (Including Apt, Unik Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
116 FRIESAN 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) insurance agent/company, 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 forwhich 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.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) 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 FEMA4ssued or community -
issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS
SIGNATURE
COMMENTS
CITY STATE ZIP CODE
TELEPHONE
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 information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by
state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO.
G3. The following information (Items G4-G9) is provided for community floodplain management purposes.
G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED
G7. This permit has been issued for. New Construction Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building is: _ft,(m) Datum:
P!_ATT OF ` SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 10, BAKERS CROSSING PHASE 1,
AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
CERTIFIED TO AND FOR THE O A=90-16'56" O A=27'36'07"
EXCLUSIVE USE OF: R=25.00' R=25.00'
D.R.H. TITLE COMPANY OF FLORIDA INC. L— 39.39' L=12.04' FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA
CH MORTGAGE COMPANY. I . LTD. C8=S45*33'58"W CB=N75*29'31 "WNICHOLASPELTONANDDANAFAUSNIGHT
C=35.44' I C=11.93' IPI
I
1LOT12
LOT 11
10 14
1" = 30'
GRAPHIC SCALE
0 15 30
S80 0 6 65.00 YQI ti
46"E S89'34'30"E
AA/ 5' DRAINAGE EASEMENT
T---- ..
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11
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STORY
CONCRETE BLOCK
In w 1 o & WOOD FRAME
V 0 Q RESIDENCE o
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FINISH FLOOR riN- O
LOT 9
a
o
ELEVATION=43.50
z
i 116 FRIESAN WAY
II
COVERED
ENTRANCE
I
n 5.7'
10.0'
19.6 N ... N 14.7
I CONCRETE......... -
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II
25.0'
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101
41.5
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40ky'S3''a,.s/W :
6 `.:.y'•. 1
C / ,^i •'IVQ WALK IS
CENTERLINE OF -/' \ Om Epp O WALK 02' OIS NNo
1.3' OFF RIGHT
OF WAY \ yry4,iryh 2 . N89'
17'34"W 18.
68' NOTE: P AooA THE
FINISHED FLOOR ELEVATION OF THIS IT STRUCTURE
MEETS OR EXCEEDS THE 4=27 69.02' THE
REQUIREMENTS SET FORTH IN THE R_ 5p o0 07~' TRACT
A CITY
OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LB24 s9-
FRETSAN WAY C123.
86 31 E 50' RIGHT OF WAY NOTE:
1.
ALL DIRECTIONS AND DISTANCES HAVE BEEN
FIELD VERIFIED AND ANY INCONSISTENCIES
HAVE BEEN NOTED ON THE SURVEY,
IF ANY. 2.
PROPERTY CORNERS SHOWN HEREON WERE SET/
FOUND ON 06-19-03, UNLESS OTHERWISE SHOWN.
3.
THE SURVEYOR HAS NOT ABSTRACTED THE LAND
SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY,
RESTRICTIONS OF RECORD WHICH MAY AFFECT
THE TITLE OR USE OF THE LAND. 4.
NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED
EXCEPT AS SHOWN. 5.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER. I
HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO
120289 0045 E DATED 4/17/95'AND FOUND THE
SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA
OUTSIDE 100 YEAR FLOOD. ELEVATIONS
SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BEARINGS
SHOWN HEREON ARE BASED ON THE
NORTHERLY LINE OF LOT 10 AS BEING
S 89'34'30" E PER PLAT. FIELD
DATE:) 06-19-03 REVISED: SCALE:
i = 30 FEET WRM
FINAL
06-19-03/CC APPROVED
BY: FORMBOARD
04-08-03/C ASM32924
MODEL CHANGE 2-27-03 JI JOB
N0. PLOT
PLAN 2-17-03 J DRAWN
BY: LOT FIT 10-30-01 JML FND
NAIL AND DISC LB #
6393 (06/19/03) Q
FND NAIL AND DISC LB #
4671 (04/02/03) FND
1/2"IRON ROD AND CAP LB
b6393 (06/19/03) CNA
CORNER NOT ACCESSIBLE 6
DENOTES DELTA ANGLE L
DENOTES ARC LENGTH C.
B. DENOTES CHORD BEARING PC
DENOTES POINT OF CURVATURE PI
DENOTES POINT OF INTERSECTION PRC
DENOTES POINT OF REVERSE. CURVATURE PT
DENOTES POINT OF TANGENCY TYP
TYPICAL A/
C' AIR CONDITIONER CBW
CONCRETE BLOCK WALL RP
RADIUS POINT CHU
OVERHEAD UTILITY LINE ID
IDENTIFICATION POL
POINT ON LINE PCC
POINT OF COMPOUND CURVE I'
N 0CENTERLINE
OF RIGHT
OF WAY 1
O
N
N
I
LLB
J
U
In
U 10
J > o
Q 3 0
U
Gi 0K
ti
N j
U WALK
IS- -- 1.
6 OFF of
AMERICAN
SURVEYING & MAPPING CERTIFICATION
OF AUTHORIZATION NUMBER LBQ6393 320
EAST SOUTH STREET, SUITE 180 ORLANDO.
FLORIDA 32801- (
4,07) 426-7979 A=
2'25'58" L=
4.25' CB=
S00'4T29"E PI
C=4.25' LEGEND
BUILDING
SETBACK LINE CENTERLINE
RIGHT
OF WAY LINE 43.
5 EXISTING ELEVATION CONCRETE
LB
LAND SURVEYING BUSINESS . LS
LAND SURVEYOR PRM.
PERMANENT REFERENCE MONUMENT PCP
PERMANENT CONTROL POINT P)
PER PLAT M)
MEASURED FND
FOUND C/
W CONCRETE WALK S/
W SIDEWALK CP
CONCRETE PAD CS
CONCRETE SLAB C
CHORD LENGTH PK
PARKER KALON R
RADIUS POC
POINT OF CURVE I
HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY,
SUBJECT TO THE SURVEYOR'S NOTES CONTAINED
HEREON MEETS THE APPLICABLE MINIMUM
TECHNICAL STANDARDS" SET FORTH BY
THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS
AND MAPPERS IN CHAPTER 61G17-
6, FLORIDA ADMINISTRATIVE CODE PURSUANT
TO CHAPTER 472.027. FLORIDA VID
M. DeFILI FOR
THE
FIRM
SM
38 DATE
f
v
ermit #
Job Address: t l (,o F 2_ 165 1, 4
Description of Work:
Historic District:
CITY OFSANFORD PERMIT APPLICATION
r-,
Date:,
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinider/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required far oGl e.r tbara X)
Parcel #:
Owners Name & Address:
I/Co 4*0 14
Contractor Name & Address:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer
Address:
Attach Proof of Ownership & Legal Description)
Phone: / 0 7— ,Y30
State License Number:
Contact Person: Phone:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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 POOR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance
o
fpet verification that I will notify the owner of the property of the requirements of Florda Lien Law, FS 713.
Signature of Date Signature of Contractor/Agent Date
P -nt wner/Agent's me (f
nature gt.Notargo D 164 Date
osP .". MV I;OMMI 200E2 ' November 12, ExPIRES'• " * o
gor&41hm ekNOtaty
Owned
Personally Known to or, Produced
ID of " l a'Q9-Q APPLICATION
APPROVED BY: Bldg. Zoning: nitial
ate) Special
Conditions: Print
Contractor: Agent's Name Signature
of Notary -State of Florida Date Contractor/
Agent is Produced
ID _ Utilities:
Initial &
Date) Personally
Known to Me or F
D: Initial &
Date) (Initial & Date)
CITY OF SANFORD BUILDING DIVISIOI*
OWNER/BUILDER
CONSTRUCTION
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
I, Om / Fa( S.`7144 /, do hereby state that I am qualified and capable of performing the
requested construction involved With the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
aww&lg&4 -,50 a`3
caner/Builder Signature Date
sa m
Print Owner/Builde rn *
c
9
A'
o M
u' CDz
Wo CnMC
ignature of Notary —State of Florida Date X < to o
m
Rv v
Owner is Per -tr}lly Known to Me or has.
Produced ID
Seminole County Property Appraiser Get Information by Parcel Number Page I of I
1W
PARCEL DETAIL
X W.N.".
A X . ........
Q4
CLY
2003 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Parcel Id: 18-20-31-505-0000-0100 Tax District: Sl-SANFORD
Number of Buildings: 0
Owner: FAUSNIGHT DANA R & Exemptions:
Depreciated Bldg Value: $0
Own/Addr: PELTON NICHOLAS S
Depreciated EXFT Value: $0
Address: 116 FRIESIAN WAY
Land Value (Market): $24,000
City,State,ZipCode: SANFORD FL 32773
Land Value Ag: $0
Just/Market Value: $24,000
Property Address:
Assessed Value (SOH): $24,000
Subdivision Name: BAKERS CROSSING PH 1
Exempt Value: $0
Dor: 00-VACANT RESIDENTIAL
Taxable Value: $24,000
2003 Notice of Proposed Property Tax
SALES
Deed Date Book Page Amount Vac/Imp 2002 VALUE SUMMARY
WARRANTY DEED 06/2003 04932 0387 $196,400 Improved 2002 Tax Bill Amount: $440
WARRANTY DEED 03/2003 04766 0558 $281,500 Vacant 2002 Taxable Value: $20,800
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 10 BAKERS CROSSING PH 1 PB 60 PGS 27
LOT 0 0 1.000 24,000.00 $24,000 -29
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem
tax purposes.
If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value.
re—web.seminole—County_tltle?PARCEL=1 82031505000001 00&coparcel=l 8-20-31-505-OC9/30/2003
PLAT OF SURVEY
DESCRIPTION: -(AS FURNISHED)
LOT 10, BAKERS CROSSING PHASE 1,
AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
O 1 11
CERTIFIED TO AND FOR THE 0-90 16 56 O 8=27 36 07
EXCLUSIVE USE OF: R=25.00' R=25.00'
D.R.H. TITLE COMPANY OF FI.ORIDA INC. L= 39, 39' L= 12, 04FIDELITYNATIONALTITLEINSURANCECOMPANYOFPENNSYLVANIA
CII MORTGAGE COMPANY, I , 1T0. CB=S45'33'58"W CB=N75'29 31 WNICHOLASPELTONANDOANAFAUSNICHT
C=35.44' I, C=11.93'
I •' = 30'
GRAPPIIC SCALE
0 15 30
LOT 12 I
LOT 11
0' 14' 65.00'
006,464g YlSI 'L
S89'34'30"E
ASS
w
U`)
O
L( . Ln
O (V
N
LOT 9 0
Z
S' DRAINAGE EASEMENT
r---------------------- ----------- 1
I
I I 1II ! I II
I
LOT 10
I 1
1 1I1
9.0' I
10i .
0' •
PAUp I
1 I40.
07 1
I I ..
1 1
10.
0' I
I
I
TWO
sTortr CONCRETE
BLOCK F k
WOOD FRAME I RESIDENCE
c1 F FINISH
FLOOR LCVnTI0N.
43.50 1 b 1116
FRIESAN WAY I
IIICOVERED
ENTRANCE
1
T'
1 5. 7' %1 1 25.
0' 1
7-Y j
c# lop
CENTERLINE
OF 'bl WALK. Is ' WALK
IS F
ORIGHT
OF WAY \ yh'
b',
2 0.2' DN 1.3' OFF N89'
17'34"W NOTE:
P 18.68' oA THE
FINISHED FLOOR ELEVATION OF THIS PT Ao
STRUCTURE
MEETS OR EXCEEDS THE y,? - —6— - — _. se917_3 E— THE
REOUIREMENTS SET FORTH IN THE ?'Sp•Do07 TRACT
A 69.
oz' CITY
OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). Co. .2, J1_ FREISAN WAY 2j.
a6• C 50' RIGHT of WAY NOTE:
1
ALL DIRECTIONS AND DISTANCES HAVE BEEN
FIELD VERIFIED AND ANY INCONSISTENCIES
HAVE BEEN NOTED ON THE SURVEY,
IF ANY. 2.
PROPERTY CORNERS SHOWN HEREON WERE SET/
FOUND ON 06-19-03, UNLESS OTHERWISE SHOWN.
3
THE SURVEYOR HAS NOT ABSTRACTED THE LAND
SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY.
RESTRICTIONS OF RECORD WIlICH MAY AFFECT
THE TITLE OR USE OF THE LAND. 4,
NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED
EXCEPT AS SHOWN, NOT
VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER. HAVE
EXAMINED THE F 1.13 M. COMMUNITY PANEL 0
120289 0045 E DATED 4/17/95 AND FOUND HE
SUHJECI PROPERTY APPEARS TO LIE IN ZONE X. 7EA
OUTSIDE 100 YEAR FLOOD. NATIONS
SHOWN HEREON ARE BASED ON SEMINOLE COUNTY IKAL
CONTROL, AS FURNISHED. ARINGS
SHOWN HEREON ARE BASED ON E
NORTHERLY LINE OF LOT 10 AS INC
S 89'34'30' E PER PLAT. I N
O
CENIERLINE
OF RIGHT
OF WAY a
n
O
1
w
J
0
NII
on
w J
Y ItA
Q; U
LyJ 2 a9'
34'30"E I
J o25.00' U
WALK
IS 1.
8' OFF I
81
IGI
1
6-2'25'58" P
R-TOO 00 L•
4.25' CB.
S0O'40'17'29'E PI
C•4.25' F140
NAIL AND OISC LB /
6393 (06/19/03) 2
FND NAIL AND DISC LB
14671 (04/02/03) — O
FND 1/2' IRON ROD AND CAP Ln /6393 (06/10/03) CNA
CORNER NOT ACCESSIBLE 6
DENOTES DELTA ANGLE L
DENOTES ARC LENGTH C.
B. DENOTES CHORD BEARING PC
DENOTES POINT OF CURVATURE PI
DENOTES POINT OF INTERSECTION PRC
DENOTES POINT OF REVERSE CURVATURE PT
DENOTES POINT OF TANGENCY TYP
TYPICAL A/
C AIR CONDITIONER CUNCHEIC
BLOCK WAIL RP
RADIUS POINT OHU
OVERI IEAD UTILITY LINE ID
IDENTIFICATION POL
POM T ON LINE PCC
POINT OF COMPOUND CURVE LEGEND
BUILDING
SETBACK LINE CENTERLINE
RIOHI
OE WAY LINE EXISIINC
ELCVATION CONCRE
TC LO
LAND SURVEYINC BUSINESS , LS
LAND SURVEYOR PRM
PERMANENT REFERENCE MONUMENT PCP
PERMANENT CUNIROL POINT P)
PER PLAT M)
MC SURCD FNO
FOUND c/
W CONCRETE WALK S/
W SIDEWALK CP
CONCRETE PAD CS
CONCRETE SLAB C
CHORD LENCIH PK
PARKER KALON R
RADIUS POC
POINT OF COPY[ I
HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY,
SUBJECT TO THE SURVEYOR'S NOTES CONTAINED
HEREON MEETS THE APPLICABLE MINIMUM
TECHNICAL STANDARDS' SET FORTH. BY
THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS
AND MAPPERS IN CHAPTER 61G17-
6, FLORIDA ADMINISTRATIVE CODE PURSUANT
TO CHAPTER 472.027, FLORIDA STATUTES.
ELO
DATE:)06-19-03 REVISED: GALE,
I = 30 FEET PROvEO
BY: WRM FINAL
06-19-03/CC FORMBOARD
04-08-03/CC AMERICAN SURVEYING & MAPPING V
ASM32924
MODEL CHANCE 2-27-03 JUL CERTIFICATION OF AUTHORIZATION NUMBER LB j'6393 roll 0
N0 n+C PLOT
PLAN 2-17-03 JMI 320 EAST SOUTH STREET, SUITE 180 rIRM ORLAN00.
FLORIDA RAWN
BY, _ LOT FIT 10-30-01 JML 32801- (407) 426-7979 AVID M. DeFILIP PSM 38 DATE
ON -A
December 11, 2003
Dana R. Fausnight
116 Friesian Way
Sanford, FL 32773
of Sanford,. ,
rjddBuildingDepartment
P.O. Box 1788 - 32772-1788
Telephone (407) 330-5656
Fax (407) 330-5677
RE: Variance request for 116 Friesian Way
Dear Ms. Fausnight:
On December 11, 2003, the Board of Adjustment considered your request for a dimensional
variance to the requirements pertaining to construction material and height for a front/side yard
fence.
The Board of Adjustment approved an amended request for a 6' wood fence, that cannot be seen
through, setback 10' from the front/side yard property line.
If you have any questions, please call me at 407-330-5657.
Sincerely,
o-Ann M. Johnson
Secretary to the
Board of Adjustment
City of Sanford
The Friendly City"
PLAT OF' SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 10, BAKERS CROSSING PHASE 1,
AS RECORDED IN PLAT BOOK 60. PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOL.E COUNTY, FLORIDA
0A=90'16'56" O 6=27'36'07" CERTIFIED TO AND FOR THE
R=25.00' EXCLUSIVE USC OF: R=25.00'
U.R.M. TITLE COMPANY OF FLORIDA INC. L=39.39' L=12,04'
FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA
CN MORTGAGE COMPANY. I. LTD. CB=S45'33'58"W CB=N75'29'31"W
NICHOLAS PCLTON ANO DANA FAUSNIGHT
C=35.44' C=11.93'
LOT 12
LOT 11 '
ll,)
10. 14 65.00' S8p p6 „C
4
46 II
S89' '
ID
r`
i
yA r
V 1' (
LOT 10\+ o`rn,. I
canrH
0 15 30 0.o'
0. 25. — w
0. !
LAJ
M^
w
TWO STORY
r.ONCREIE BLOCK t „
O I wul .l
U
o (y Iu Q
WOOD FRAME
RESIDENCE AA N
Z I
FINISH FLOOR
LOT 9
N-
0 o
CLEVA710N.43.5D
116 FRIESAN WAY
o
n w_) <
Y I Q11
COVEREDLNIRANCE i li1VV, V0V)
n 5.7' n i T 09'34'3p•E
U
n
I
I
10.0
pNCRi Y:. --
73
25.0' 25.00'
WALK 15
CyF. 1 ,
IG.•' • .
I,
S .', 1.6' OFF _
41.5` IFO•L!rT*)yam
1
i..h7.
WALK IS
CCNICNLINE OF ' \
0' A >,8 WN Is ' tilO51.3' OFF RIG
IT OF WAY J ro7 y' 0.2 ON N89'
17'34"W NOTE:
rLQ\ 18.68' A e-x'x sa' A00
PC R. 100.00' THE
FINISHED FLOOR ELEVATION OF THIS _ PT
599'
17'34 E CO-SOO'47'29"E STRUCTURE
MEETS OR EXCEEDS THE e- 1.
2 U9THE
REQUIREMENTS SET FORTH IN THE 's00007' «HAcr
A 69.
oz' c-+.xs' CITY
OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CD:S 3929FRETSAN WAY C'
2J.86' JI-E 50' RIGHT OF WAY NOTE
1.
ALL DIRECTIONS AND DISTANCES HAVE BEEN
FIELD VERIFIED AND ANY INCONSISTENCIES
HAVE BEEN NOTED ON THE SURVEY,
IF ANY. 2.
PROPERTY CORNERS SHOWN HEREON WERE SET/
FOUND ON 06-19-03, UNLESS OTHERWISE SHOWN,
OWN. 3.
THE SURVEYOR HAS NOT ABSTRACTED THE LAND
SHOWN HEREON FOR CASEMENTS, RIGHT OF WAY,
RESTRICTIONS OF RECORD WHICH MAY AFFECT
THE TITLE OR USE OF THE LAND. 4.
NO UNDERGROUND IMPROVEMENTS HAVE BCCN LOCATED
CXCEPT AS SHOWN. 5.
NOT VALID WITHOUT THE SIGNATURE AND THEORIGINAL RAISEDSEALOFAFLORIDALICENSEDSURVEYOR
AND MAPPER. I
HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO
120289 0045 E DATED 4/17/95 AND FOUND THE
SUBJECT PROPCRTY APPEARS TO LIE IN ZONE X. AREA
OUTSIDE 100 YEAR FLOOD. CLEVA11ONS
SHOWN HEREON MC BASCO ON SCMRIOLC COUNTY VERTICAL
CONTROL AS FURMgICO, BEARINGS
SHOWN THEREON ARE BASED ON THE
NORTHERLY LINE OF LOT )0 AS DEING
S 89'34'30' C PER PLAT. FIELD
DATE: )06-19-03 REVISED: SCALE:
I 30 FEET FINAL
06-19-03/CC APPROVED
BY: tVftM FU MBUTARD 04-08-03/CC ASM3i924
110OCL CHANGE 2-27-03 JMI JOB
N0. PLOT PLAN 2-17-03 JM DRAWN
BY: LOT FIT 10-30-01 JML FI4D
NAIL AND DISC LO
16303 (06/19/03) FND
NAIL AND DISC LB /
4671 (04/02/03) 0
rNO I/2' IRON ROD AND CAP LII16.193 (00/19/03) CNA
CORNER HOT ACCESSIULC a
DERBIES DELTA ANGLE L
DENOTES AIIC LENGTH C.
O. DERBIES G170RO OCAIII14C rC
DENOTES POINT OF CURVAIURE PI
DENOTES POINT Or WTERSr.CYION POC
OENOICS PANT OF REVERSE CURVATURE If
OLNOIF,S POINT OF TANGENCY I
TYPICAL A/
C AIR CONDITIONER CUW
CONCREIC BLOCK WALL R11
RADIUS POINT 011U
OVCfRICAO UTILITY LINE ID
IDEN TIFICATUN POL
PCCPOINT ON LINE POINTOrCOMPOUNDCURVE AMERICAN
SURVEYING & MAPPING CERTIFICATION
OF AUTHORIZATION NUMBER LO/639J 320
EAST SOUTH STREET, SUITE 190 ORLANDO.
FLORIDA 32001- (
407) 426-7979 LEGEND
BUILDING
SETBACK LINE CENTERLINE
RIGHT
OE WAY LOIC EXISTING
CLCVATION r.
ONGTC IE LO
LAND SURVIVING BUSINESS LS
LA140 SURVEYOR FRN
PERMANENT REFERENCE MONUMENT PCP
PERMANCNT CUNTRUL POINT P)
PCR PLAY M)
MLASURCO FNo
TYXINU C/
W CONCRE YC WALK 5/
W SIDEWALK CP
CSCOHCNC TE PAD CONCRETE
SLAB r.
CHONU I,I:NCIN PK
PARKER KALON R
POCRADIUS POINTOFCURVE I
HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY,
SUBJECT TO THE SURVEYOR'S NOTES CONTAINED
HEREON MEETS THE APPLICABLE MINIMUM
TECHNICAL STANDARDS" SET FORTH BY
THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS
AND MAPPERS IN CHAPTER 61C17-
6, FLORIDA ADMINISTRATIVE CODE PURSUANT
TO CHAPTER 472.027, FLORIDA G -
Lo -03 Pal
111EFIRMAVID
M. DOFILIP PSM 38 DATE
State License Number
f ed? Fxe_(,Z
A 72 TAU C TI-4 AT 1-4"d—%1r T1h 1r1kT r"e
me"s J.:L/671%_11 \ l JL%." U Y 7 111 R..
Archi tccturaliTngineering Services
Lic #AR12U79 — PE # 53747—AA # 0003 325
1441 N. Ronald Reagan Blvd, 1 FL 32750
AW ®
Phonc: (407) 774-6078 , Fax: (4U7) 7714-4078
v.R_ E-mail, abdesignL,abdesigngroup.com
May 20, 2003
City of Sanford Building Department
300 N. Park Avenue
Sanford, Fl. 32771,
RE: Bakers Crossing Lot 10 Phase I
To whom it may concern:
In reference to securing rim board;
The structural value of the strap and the rim board are unaffected by the
placement. The strap may be held to the inside or the outside without any valuation
change. The inside set strap will meet all uplift need in this application.
This meets or exceeds all criteria in regard to FBC 2001 Edition, Chapter 16. If you
should have any questions, please feel free to contact me.
TO/TO 39hd do J9 NJIS3Q 9y 8LOVVLLLO0 8Z:I0 COOZ/0Z/90
CITY OF SANFORD PLUMBING PERMIT APPLICATION
Permit Number: O3 6"IL Date: yj 1 I-Z 3
The undersigned hereby applies for a permit to install the following plumbing:
Owner's Name:
Address of Job: 1 Q' iry f i 1, Fri'(! S, 4^
ADVANTAGE LUMBI G, INC.
Plumbing Contractor: P.O. BOX 620027
OVIEDO, FLORIDA 32762-0027
Residential: / Non-Res6ii8enggtial44:
Number Amount
Addition, Alteration, Repair Residential & Non -Residential)
New Residential:
One Water Closet S' Z
Additional Water Closet Z
Commercial: Minimum Permit Fee $25.00
Fixtures,_ Floor Drain, Trap
Sewer Piping
Water Piping
Gas Pi in
Manufactured Building
Description of Work:
Application Fee: 10.00
TOTAL DUE:
By Signing this application I am stating that I am in compliance with City of Sanfo
Applicant's Signature (tie
State License Number
03
7
CITY OF SANFORD ELECTRICAL PERMIT APPLICATION
Permit Number. Date: O -
The undersigned hereby applies for a permit to install the following electrical:
Owner's Name: lks— v
Address of Job: /z je.S
Electrical Contractor. 14., Q-e-" 6!: r
Residential: v Non -Residential:
Number Amount
Addition, Alteration, Repair (Residential & Non -Residential)
New Residential:
AMP Service
New Commercial:
AMP Service
Change of Service:
From AMP Service to AMP Service
Manufactured Building
Other.
t I
Description of Work:
Application Fee: S10.00
TOTAL DUE: S, G'
By Signing this application I am stating that I am in compliance with City of rd Electrical Code.
Applicant's Signature
E{2 - G O /S`2-c/-2-
State License Number
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: _ 2879 411011MI Builder: DR HORTON
Address: l U' ; Q `2 , GZ Permitting Office: r
City, State y J 3 Permit Number: 0
Owner: tj. y2 ., Jurisdiction Number:
Climate Zone: Central 101: \
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family r Single family _ a. Central Unit Cap: 60.0 kBtu/hr _
3. Number of units, if multi -family 1 _ SEER: 12.05
4. Number of Bedrooms 4 b. N/A
5. Is this a worst case? No
6. Conditioned floor area (ft) 2872 ft' c. N/A
7. Glass area & type
a. Clear - single pane 319.0 ft' _ 13. Heating systems
b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 60.0 IcBtu/hr _
c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.25 _
d. Tint/other SHGC - double pane 0.0 ft' b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft _ c. N/A
b. Raised Wood, Adjacent R=11.0, 460.0ft' _
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, 876.0 ft' _ EF: 0.86
b. Frame, Wood, Exterior R=11.0, 785.0 ft' _ b. N/A
c. Frame, Wood, Adjacent R=11.0, 622.0 ft' _
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=19.0, 2091.0 ft' _ 15. HVAC credits PT, _
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft _ MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
Glass/Floor Area: 0.11 Total as -built points: 33937 PASSTotalbasepoints: 38807
I hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code.
PREPARED BY:.
DATE: 03.OZ
I hereby certify that this building, as designed, is in
compliance with the Florida Energ Code.
OWNERIAGENT: r
DATE: ? O
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 2t-
yo4TxE SY?+
a
co17 rva
EnergyGauge® (Version' FLRCSB v3.2)
Ct`ll_211`lCCllll`llJ Cl:lillll I 1
f CRMIT Nol
This permit shall nwhorite work to be done in (lie City of Snnford based on the approved construction plans andtheinformationprovidedbelow:
Right•ol Way Utilization .................. Driveway.................
Applicant Name
Address:.G1rL4_o - 1 ' --.... silo (Ua 1
Project Location of Address
Title of Appiovcd Oovclopniunt Plans
Schedule of Work: from To
Approval Date:
I'mcrpr.ncy (icpairs.......CD
Proposed Activity:
Driveway Installation ....... Aerial Utilities ....... CD Underground Utilities .......
Dore and Jack ....... Open Cutting of Roadway ....... Sidewalk Installation .......
Othcr.......
Specific Ocscription:
Etcava(ion (nfo(ma(ion: Total Lcng(Ii (FTi Humber of Open Roadway Cuts
Aerial (nformation: Lcngdi__.____(Fl Humber of Poles (Ezis(ingl (Ncw)
Il is understood and agreed that the 6glits and privileges herein set out arc granted only to the eztcn( of (lie City
Of San(ord's jurisdiction and (lie right, title, or interest in (lie land to be enterod and -used by the permittee. The
permiltcc shall a( al( limes assure all risks of and indemnity, defend, save harmless the City of Sanford from and
against aWloss, cost, damage, or expense arising in any manner on account of the permit requnt by said permit(ec
Of the foresaid rights and privileges.
In (lie even( of any future construction of roadways, utilities, stormwater faci(ities,or any general maintenance
oc(ivi(ies by the City becomes in conflict witli the above permitted activity, the permittee shall removo ondlor
relocate as necessary at no cast (o the City of Sanford, insofar as sucli facilities arc within (lie public right-of-
way. 'CALL TI(C PUDLIC WORKS DCPT. AT 330.SGBI TO SCIICOULC A PRC•POUR INSPCCT(ON
APPLICANT S(GNATURf OATf.
Reviewed: Public Works Date
Utilities. _ Oatc
1I'PROVf;U f11c1i1W(!1MH Illl
0, C o
I IIII II If1 1 W 1 W II W 1 f N®1"III I Y Y Iq®hllta
THIS INSTRUMENT PREPARED BY:
Patricia L. Coulton
D.R. Horton, Inc.
6250 Hazeltine National Drive, Ste.: 102
Orlando, Florida 32822
RECORD AND RETURN TO:
ID.R. Horton Inc.
6250 Hazeltine National Drive, Ste.: 102
Orlando, Florida 32822
WAYANNE HORSE, CLERK OF CIRCUIT COURT
SENINOLE COUNTY
BK 04758 PSG 0524
CLERK'S # 2003050779
RECORDED 03/26/2003 09s43s58 AN
RECORDING FEES 6.09
RECORDED BY N Nolden
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.
Descripti of propperty:
Lots) 9, 0 1 1, 12, 13 & 14 Bakers Crossing Phase 1 Plat Book 60, Page(s) 27- 29, Public Records of
Seminole ounty, Florida
General description of improvements: Single Family Dwelling
Owner(s): D.R. Horton, Inc., a Delaware Corporation _
Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822
Owner's interest in site of the improvements: Fee Simple
Fee Simple Title Holder (if other than Owner):
Name: Phone #:
Address: Fax #:
Contractor: D.R. Horton, Inc. Phone #:
Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822
Surety (if any): ,
Address: Phone #:
Amount of bond: $0.00 Fax #:
Lender: Phone #:
Address: Fax #:
Fax #:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
Me: 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 inSection713.13(1)(b), Florida Statutes:
Name:
Address:
Ex 'ration date of Notice of Commencement: (the expiration date is one (I )'year from the date of recording unless adifferentdateisspecified):
D.R. Horton, Inc.
0
by:
o ert . awso , sistant Secretary
Corporate Seal)
STATE OF FLORIDA
COUNTY OF ORANGE
The foregoing instrument was acknowledged before me this J dayof ( 2003
by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., aaeelawarCorporation, on e a o t cnrporation. He/
She is personally known to me. Notary
Public, State and County Aforesaid OFFICIAL.
ARYSEAL PATRICIA
COULTON NOTARY
PUBLIC STATE OF FLORIDA COMMISSION
NO. DD134330 MY
COMMISSION EXP. JULY 26,2006 Notary
Seal CERTIFIED
COPY MARYANNE
MOR- CLERK
OF CIRCUIT COUR'A SEAAINOLE
COUNTY. FLORW penM
CLERIC IN
COUNTY OF SEMINOLE x ''~'
IMPACT FEE STATEMENT + '
ISSUED BY CITY OF SANFORD
STATEMENT NUMBER 103-75394 DATE:Zj_ Y/d
BUILDING PERMIT NUMBER:_________ (CITY) COUNTY NUMBER: _... _.... ........ .... ...
UNIT ADDRESS: / LL-----------------------_----------_-_----
TRAFFIC ZO: ___ JURISDICTION 06 CITY-OF-SANFORD---------_
SEC: TWP:
SUBDIVISION: r/ / TRACTl/~- : --__----_-----------
PLAT BOOK: PLAT BOOK'BLOCK:: PAGE: B~T:
OWNER NAM[: `
ADDRESS
APPLICANT HAW ---m-'c-c-'^.~+'_----------_-_-_--__-----------------------
ADDRESS:
LAND USE CATEGORY: 001 - Single Family Detached House
TYPE USE: kesiUential
WORK DESCRIPTION: Single Family House: Detached - Construction
FEE BE EFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE
TYPE DIST SCHEDULE DESC. UNIT OF UNITS
ROADS
ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00
ROADS
COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00
LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00
SCHOOLS CO -WIDE CO dwl unit $1,384.00 1 $ 1,384.0O
AMOU T DUE $ 2,285.00
STATEMENT
RECEIVED BY: _-/.l _ SIGNATURE:
PLEASE PRINT NAME)
NOTE TO RECEIVING 8I0NATORY/APPL!CANT : FAILURE TO NOTIFY OWNER AND/
ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ***
DISTRIBUTION: 1-COUNTY 3-CITY
2-APPLICANT 4-COUNTY
NOTE**
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH
ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT.
PERSONS AR[ ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR
EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING
A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING
SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR
OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE
COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS
MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE:
1101 EAST FIRST STREET, SANPORD, FLORIDA 32771; (407) 665-7474'
PAYMENT SHOULD BE MADE TO: CITY OF SANFORD
DUIL lNG DE ARTMENT
30O HORTH PARK AVENUE
SANFORD. FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERB10E
THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP
LEFT OF THE NOTICE.
THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*I*
FAMILY BUILDING
v
CITY OF SANFORD PERMIT APPLICATION 3—
Permit No.: O r1?atc•
Job Address:
Pe1
rmit
Type: Building Electrical Mechanical Plumbing Fire AlarmlSprinkler Description
of Work: Additional
Information for Electrical & Plumbing Permits Electrical: —
Addition/Alteration _,Change of Service Temporary Pole New AMP Service (# of AMPS Plumbing/
Residential: Addition/Alteration New Construction (One Closet Plus Additional) PlumbinpJCo
m rein): Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy
Type: Residential _Commercial _, Industrial Type
of Construction: blm r- Flood Zone: — Par
I No 3
y L-06Total
Sq Ftg:-- Number
of Stories: 2- I
ZlQ , { lU_-G,3 Value
of work: s_"'' Number
of Dwelling UnIU: Attach
Proof of Ownership & Legal Description) Owner/
Address/Phone:aL`1 p250
4z2A-h Contractor/
Address/Phone: _Ct - C)
l01 State
License Number: Ce O- 3 Contact
Person: (ATCQ O V l +c``3 Phone & Fax Number. AC /a'q -q k0 GZZ t3 Title
Holder (If other than Owner): N % Address:
Bonding
Company: Address:
Mortgage
Lender: Address:
Architect/
Engineer Address:'
40I ,SR' 34 SIP, . 14111 prhq)e Tr- FI 32a1 Phone
No.: 620-16 Fax
No.: 140 4(2=14 — A 0--+3 Application
is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction inthisjurisdiction. 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 MTROVEMENI'S 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 proputy that may be found
in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies. Acce
of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature
of Owner/A nt Date Si of Contractor/Agw Date c; ,
r f us- on G Print
Ow>11ek/ARent's Signature
of Notary -Staff Florida to OFFICrAr
E A PATRICIA
COUIv'FON 00
NOTARY
PUBLIC STATE OF FLORIDA COMMISSION
NO. DDL3 330MY
CO ISSION FX. . Owner/
Agent is 26
Personally
Known to Me or Produced
ID Print
PATRICIA
COULTON NOTARY
I'U8 ..:iC STA" E OF FLORIDA COMMISSION
NO. DD134330 MY
COMMISSION EXP. JULY 26,2M Contractor/
Agent is Produced
ID APPLICATION
APPROVED BY: Date: Date
Personally
Knoum to W or 3 —
cl-(-3 Special
Conditions:
CITY OF SANFO ODSUBMITTALREQUIREMENTSFop,
BUILDING
BUILDING PERMIT
Two 2 recent boundary and building location surveys showing setbacksI' () lines for permit for structures (not fences) from all structures to property
z, Two (2) complete sets of construction design drawings drawn to scale,
Complete sets to include: er sizes for all bearing walls. Provide side view details
a. Foundation plan indicating Toot
of these footers with reinforcement bar replacement.
b. Floor plan Indicating Interior wall partitions and room Identification, o room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and
distances from walls are to be shown.
Note the State of Florida requirements for bath door for compliance
of Handicapped Code (F.S. 553, Fart 5)
C. Elevations of all exterior walls, east, west, north and south. Finish
floor elevation height as per City Engineering Department or
subdivision plat.
d. Cross sections of all wall scctlons to be used in the structure. Bearingnon -bearing Inter and exterior. Show all components of wall section.
0 e, Framing plan for floor joists where conventionally framed. Plan toIndicatespan, size and species of materials to be used.
a f. Engineered truss plan with details of bracing. Engineered beams for
spacing openings to carry and support trusses.
9. Stair details with tread and riser dimensions, stringer size, methods of
attachment, placement of handrails and guardrails.
h. Square footage table showing footages' S•F.
Garages/Carports — S.F.
Porch(s)/Entry(s) .4, S.F.
Patios)_ S.F.
Conditioned structure
Total (Gross Area) Code Forms (Form 600-A-97)
3. Three (3) sets of completed Florida Energy
4. Soil analysis and/or soil compaction report. If soils appear to be unstable
or if structure to be built on fill, 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
connection to be made.
b. Septic tank permit to be obtained from Seminole County Health
Department at: 400 W. Airport B1vd,Snnford, Fl (407) 665-3600.
c. Arbor perzriit 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. OWNEWBUILDER 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. Footer
2. Underground, electrical, mechanical and plumbing
3. Foundation elevation survey
4. Slab
5. Lintel- tic heaths - columns- cells
6. Rough electrical
7. Rough mechanical
8. Rough plumbing
9. Tub Set
10, Framing
ill Tenant Separation / firewall
12• Insulation, walls and/or ceilings
13. Electrical final, mechanical final and plumbing final
14. Building final
15. Other
9 144
DATE SIGNATURE —"
By Owner o4Au o a gent)
Limited Power Of Attorney
I hearby name and appoint: Craig Coulton andG2'!
each agent's of D.R. Horton Inc.
To be my lawful attorney in fact to act for me and ply t
The Building Dept. of: C j to o_ san.
For a residential permit for work to be performed at:
Lot # : 10 Subdivision : _-)a166 s CfC)SS I V-9
Address: ! ! Lo 4--ic
And to sign my name and do all things that are necessary
to this appointment.
Richard B. Ladd CBC055300
Contractor State Registration Number
Signature of Contractor
This foregoing instrument was acknowledged before me this:
Date: By:
Who is personally known to me.
State of lorlda
County Orange
Notary Public Signat
Richard B. Ladd ( Contractor )
OFFICIA N A-
PATRICIA COULTON
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. DD134330
MY COMMISSION EXP. LY 26,2006
Notary Seal
4 11
C O liTF Q '—
Sentricon* Colony Elimination System
Pretreatment Plan Agreement
Date of Install :
Contract Number
PUCHASERS NAME AND ADDRESS
Name D 3
City/State/Zip & L 1
Phone & Email
Quarterly Payment Amount 5.12.4,
First payment due on the Install nniversary Date)
Any payment deemed 30 days past due Nvill resultinthecancellationofthisWarrantyandjustify
removal of the Sentricon System.
CUSTOMERS NAME AND ADDRESS
Name
Address
City/State/Zip .
Phone & Email
INSTALLATION ADDRESS: L IO
SPECIAL OR ADDITIONAL COMMENTS
NOTIFICATION STICKER LOCATED:
DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will
warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described
property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary repairs and pay
the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no
additional cost to the Customer.
THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER
AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL
GOVERN TIRE 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 may leg maintained for the LIFETIME of the Identified property subject to the terms and conditions of this
agreement for perper 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: COMPAN, 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 fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic,
compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed.
A .
treatment
SENSITIVITY/PHYSICAL FACTORS: Customer
ants to consult a physician If(necessary regardingltIsthelityanyofAllaffectahePropertytea
tors,
guests, and/or other temporary or permanent occupantsatment
may have and (2)lt Is their responsibility to notify APlin ss orex
In ioither condition hat mangnotlessthantwoybeactvatdtorexacerbtdbyaheproductsaingAnyndor
sensitivity concerning odors, dust, pollen, respiratory ,
techniques utilized by Apex.
GENERAL TERMS AND CONDITIONS r understands that the general terms and conditions are hereby made part of
thath
is contract and
By specific reference hereto, the Custome All components
apple without exception.COMPONENTS- The Cstomer unde
1, DONVELANCO OWNERS Components) a ela dNwill remain to property of DowElan ou The customer thas sno rights to any of the
of the Sentrico y dify the components in any way, other than the right to their use asComponents, and the Purchaser may not alter, remove, or moInstalledbyApexontheCustomer's premises under this agreement.
On expiration or termination of this Agr, Apex AndremisestheationandotherCoplonentscontainedthereinforappropriatedioritsrepresentativeAreauthorized
sposition. sitionustomer
to
retrieve from the Custom p
of
3, if Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System termite
a. Apex will: (I)so notify the mer; (2)offer ustomeonftl Icluidthe lbarrier" m thternativesoflodeoftermitecontrolmrusingRdifferentoaynotofferanreffective
or discontinuing the relationship( meansofcontrollingcertaintermiteinfestations of certain structures. In such event Apex may not be able to offer a different diontnuetheformoftermiteprotection, and therefore may have tform oftermiteprotection,oAnd
Apex (Parties) giive
the iCustomer ecredit sfor service paid for b hip.); (
3)lf the Customer t
not yet received; (4)if agree
on use of a different the
Customer elects to discontinue amount
equal totion fee , or
I orservlcesnnot
yet received, anda(5)retriever or advise DowElanco'or refund
to the Customer Itsrepresentativeswhereto retrieve, the Components from the Customer's premises; and b,
the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of . theComponents; and; (2)elther agree with Apex on the use of a different form of termite control.or elect to discontinue this relationship.
NS
ADDITIONSAND/OR TER strOucturallyismodltl
dcalteredror otherwise changed the
Structure(s) nor; (2) to any termit(clde being applieInstallation. Agreement
d
onorclose to Prior to; (
1)the Structure (s) g any Station,
or; (3) soil is removed or added around the foundation, pe In
any writing
of
the of basting
equipment y supplies
the
location
of occurs, thenotify
A ent.void
this
CAdditionaillsery cesdibecause
tof AnyeAlteration,
x
In
laddition, org. Failure tootherchevnt,rmay be provid dsbytApex tethe aCustomers Agrecmexpense,
and
may require and adjustment in the annual fee. DAMAGE RELATEDTOSERVICEApexwillexerciseduecarewhile performing any work hereunder In avoidance of damaging any part of theCustomer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time theworkisperformedexceptthosedamagesresultingfromgrossnegligenceonthepartofApex. 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 highestrateallowedbylawduringtheperiodofanydelinquency, 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 tobeInvalidorunenforceableforanyreason, the remaining terms and conditions of this Agreement shall remain in full force and effect. s
It pertains to the services promised herein, Apex reserved the right. to CHANGE INLAW. In the event of a change In applicable law a 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, stt'ikes, 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; (
I)termite damage resulting from water leakage; (2)tcrmite damage resulting from masonry failure or grade alterations; 3)termlte
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 any successor organization, and in accordance with and subject to all the provisions of
the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq, 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 arbltrators 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 ft fM transfer fee payable to Apex within 30 thirty) daysofthetransferofthetreatedProperty. Trademark of
DowElanco Brevard Area
Orlando Area Tampa/Sarasota Area 908 S
Plumosa St: 7006 Stapoint Ct. #0 5314 Faulkenburg Rd N Merrltt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407.459.
2847 407.858.0540 813-221-2847 800.9294847
888-764-2847 977-M-1949
PLOT PLAN
DESCRIPTION: (AS FURNISHED)
I
f
LOT 10, BAKERS CROSSING PHASE 1,
RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
1\ 6=90'16'56" O 6=27.36'07"
LOT 10 CONTAINS 9620 SQUARE FEET t R=25.00' R=25.00'
THIS STRUCTURE CONTAINS 2107.SQUARE FEET t r
TOTAL CONCRETE 694 SO. FT. t
L=39.39 L=12.04'
TOTAL SOD 6819 SO. FT. t CB=S45'33'58"W CB=N75'29'31"W PI
C=35.44' C=11.93'
1
11LOT12 LOT
I
I
11014, 65.00' S8p-06 6r'E S89'34'30"E
FLOOR SLAB ELEV
MUST BE 16" ABOVE
OF ADJACENT ROAD
OTHERWISE APPR
Lu
In O
Ln tM
O N
LOT 9 o0
Z
5' DRAINAGE EASEMENT
1----
I I
I I
I I
I I
I I
j I
NN
LOT ' I
OWN DRAINAGE TYPE B
I
II Mee Fo-, i
40.0' 1 1-
25.0'
PROPOSED I
MODEL 2879 C
FINISHED FLOOR
N I ELEVATION=43.5
a' w I
o I
z b/C
o i
I :; of
II40.00'
Lo
I
I
5.7' n i
TO.-
19.6' N Ill14.T
nDRIVE : •;, . _ :. —r 25.0' —
N , 6 F
S67'
a7 2 j % 4, MFNT ''
00
n009
C
ORP\
NPGC 1
2749'
4•\ m,8 N89'17'34"W
0i h
PROPOSED INLET 1 g, 68'
CENTERLINE OF \ _/
NOT FIELD LOCATED
RIGHT OF WAY PC PT
R=50.00'
L--24.0g.
BUILDING SETBACKS c23.86'2g''.E23. g6
FRONT: 25'
REAR: 20'
SIDE: 5'
CORNER: 15'
MINIMUM LOT WIDTH 50'
PREPARED FOR:
D.R. HORTON
1. ELEVATIONS SHOWN ARE PER L07 GRADING
PLANS PROVIDED BY THE CLIENT.
THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES
ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF
THE PROPOSED I10USE. REFER TO HOUSE PLAN AND OPTION '
LIST FOR CONSTRUCTION.
ALL Billi_DING 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 4/17y95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X,
AREA OUTSIDE 100 YEAR FLOOD.
BEARINGS SHOWN HEREON ARE BASED ON
THE NORTHERLY LINE OF LOT 10 AS
BEING S 89'34'30" E PER PLAT.
FIELD DATE:_) REVISED:
SCALE: I = 30 FEET
APf{'ROVED BY: WRM
1" = 30'
GRAPHIC SCALE
0 15 30
IN
0
CENTERLINE OF
N RIGHT OF WAY
I
0
N
I
03
0
N
I
O
N
O
ow
a?
PT
S89'34'30"E 7-1
25.00'
of
589'17'34"E
69.02' - -
TRACT A
FREISAN WAY
50' RIGHT OF WAY
LEGEND
BUILDING SETBACK LINE MLW
CENTERLINE POB
RIGHT OF WAY LINE
POL
PCC
X PROPOSED ELEVATION POC
PROPOSED DRAINAGE FLOW ORPD
CONCRETE
A
L
l8 LAND SURVEYING BUSINESS C.B.
LS LAND SURVEYOR pG
PR PERMANENT REFERENCE MONUMENT pl
PCP PERMANENT CONTROL POINT PRC
P) PER PLAT p7
M) MEASURED TYP
CALC) CALCULATED A/C
FND FOUND CBW
C/W CONCRETE WALK RP
S/W SIDEWALK R
CP CONCRETE PAD CS
PB PLAT BOOK C
PGS PAGES R/W
NC NATURAL GRADE ORB
S0. FT. SQUARE FEET
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LBg6393
320 EAST SOUTH STREET, SUITE 180
ORLANDO, FLORIDA
32801- (407) 426-7979 _.
sl
i
R=100.00'
P'C L=4.25'
C8=S00'47'29"E
C=4.25'•
PI
MINIMUM LOT WIDTH
POINT ON BOUNDARY
POINT ON LINE
POINT OF COMPOUND CURVATURE
POINT ON CURVE
OFFICIAL RECORD
PLANNED DEVELOPMENT
DENOTES DELTA ANGLE
DENOTES ARC LENGTH
DENOTES CHORD BEARING
DENOTES POINT OF CURVATURE
DENOTES POINT OF INTERSECTION
DENOTES POINT OF REVERSE CURVATURE
DENOTES POINT OF TANGENCY
TYPICAL
AIR CONDITIONER
CONCRETE BLOCK WALL
RADIUS POINT
RADIUSCONCRETE SLAB
CHORD LENGTH
RIGHT-OF-WAY
OFFICIAL RECORDS BOOK
1. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HERON 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.
2-Z-1-o3
MA&
FOR
THE
FIRM
LAM R. MU CATELLO JR PSM#4928 .DATE
MODEL CHANGE 2-27-03 JMIJO[' N0. ASM32924 PLOT PLAN 2-17-03 JM
DRFi,TyFJ BY: LOT FIT 10-30-01 JML
ONE BY WOOD CONCRETE OR
BUCK BY OTHERS
INASOWY OPENING
C FLLK BE TvEEN
BY OTHERS
WINDOW FLA:JGE /
L WOOD BUCK
CAULK BETWEEN
WOOD BUCK-L
HAS". OPENING
BY OTHERS
NIN-
ENBEDnENT
B.W. 1-t/<• HIn
LUCIc T
C
j EnaE OlinT
TNSTALLaILATfON ANCK)R I IOT- BY WOOD 3/16, DIE. TAPCON D
BUCK BY OTHERS
SHIN AS RED']).
RIGID VINYL
1/4 MAX.
GLAZING BEAD (SEE NOTES)
STUNBY OTHERS
IC -
INSTALLATION ANCHOR (
TYP.)
3/16' DIA, TAPCON
STUCCO
BY OTHERS SHIN MAX.REO•D. 1/4• a.GLASS O
PERIHETER <
SEE NOTES) (TYP.XSEE NOTES)
CAULK
BY.OTIERT -
FLANGE TTPE
FLANGE TYPE WINDOV FRAME
WIMDOV FRAME. JAM9 CAULK BETWEEN
HEA(LR WINDOW fIAMGE
RIGID WINYL L WOOD EUCK
PERIMETER
GLAZING BEAD CAULK
TYP.) GLASS
BY OTHERS
DOv (TYP-) (SEE NOTES)
V.V.
GHi) (
WINDOW WIDTH)
E4.
BUCKHEIGHT)
CAULK BETWEEN V[NDOW
FLANGE L PRECAST SILL
W/ VULKEM 116 ADHESIVE
CAULK. OR APRV'D. ED,-. SECTION B—B
FLANGE TYPE
PfRIIE TER V(NDOJ FRAME
CSILL BY
OTHERHER S1 a
CAST
SILL
a c A, -- BY OTHERS
A B)
G MOTES[ SECTION
A —A 1) SHIM
AS REO-O. AT EACH INSTALLATION ANCHOR. MAX. ALLO-2LE — SHIM STACK
TO BE t/a . D I— 2) V(]=
FPL NN WE MATERIAALUL(UMALLOY6063. / 1--3) INSTALLATION ANCHOR. MUST
BE OF SUFFICIENT LTH. TO ACHIEVE/MIN.EMBEDMENT CIF 1-
1/4-INTO MASONP,Y OR CONCRETE 4) USE SNLICONIZED ACRYLIC
CAULK 8EHw0 WINDOWFUNOET HEAD& JAMES. SILL"VST EE
ATTACHED TO THE SUBSTRATE WITH i BtE K VULKEM 116 ADHESIVECAULK
OR APPROVED EOVAL. 5) USE, SILICONIZEO. ACRYLIC
CAULK FOP, PERIMETER SEAL AROUND \,/ K-! Ex TP,:GR OF
YONOGw FL. NG_. 6) IF EXACT wINOOW
SIZE IS NOT LISTED IN ANCHOP CHART, US= CHOP. GUANDrY LISTED WITH
NEXT LARGER Si7r. FOP. i. APPROPR!A; DESIGN PkE=
SURE RE0 0. 7) GLASS THICKNESS MAY
VARY PER THE kEDI;IF,EMENjS G AAIM E1300 GLASS CHARTS. 8)
LETTER .ESNGNATIONS ON
THE TAPCON L(XAjiG`IJ LiiAi?i'IN0II=-. wHEFE TA CON ANCHORS
ARE TO 5E INSTALL-`_: wHE:N U::C T. ExTERlO= _LEVATION AS A
KEY. i 9) ALL FACiCRY
APPLIEDHOLPSNO-, DESIGNA*Eg FOR TA.=CCN ANCHOR, SHOULD 6E FILLE9
WITH 8?. TO PROVIL`E MIN.
5/5 IN EMSEGM Ni ;N T] wGODt UC/. ID) FLORIDA Ez TRUOERStIN <EP.IE: SwGLE -0 iS SHGw'--15 _
PRINT
AL SG .. RUES
i --- FLDF.IOA ER'RL'.- i:,"'G A-- : C HUNOE _ n I ION
SERIES
S:
NGL. .._ _ _ _ I :) WHERE 'n'C.
i!` r Ir - r _ — — I— / i—\ iVFC G ..
I ../ _v ..
L: `Ii F Ji` rXTE:-LiJ CAULK BETWEEN WOOD BUCK
L MAS'
Y.. OPENING BY
OTHERS CONCRETE OR
MASONRY OPENING
BY OTHERS
G y
y ti)
CJ
V7
zv
TAPCON LOCATION CHART CALL
BUCK: LOCATIONS IN
HEAD LOCATIONS IN JAMB SIZE SIZE 30Pv TO
aOc 11— TO 70PSF 1 30cv TO 4011 41, TO 70Fv 11 1e 1/e -
25 8 13 ld 1/s
x 37 1/8 6 B 14 - t8 1/8
x 19 5/9 8 - B F,G, F,C-}, I45 - 18 1/s
x SS I/s. e 8 F,G f G 15 l8 t/E
x lit F,G F G -i 16 '- la 1/6
X 71 B 8 FG FGHJ 17 - tt 1 8
i 83 F IM2 25 1/2
X 25 8 eIGM.I.J.K
lK3 25 1/2
x ]7 3/8 8 8 fGf,G IH4 25 1/2
X 49 5/dCH14 1N45 25 1/2
x 55 1/4 BGJU:INS 251/2 x
62 8 B - FA HJ=_HMG 25 1/2
x 71F G G HJtn7 25 I/2 x838f,GJ.KGJ.K 30 1/2 . 25
29 1/2 x 2530 1/232 ]/e 29I/2 x ]7 J/8 8 8 F,GF,G 30t/2 50 5/
8 29 1/2 X 49 5/8 8 8 F,GG.HJ 30 1/2 . 56
1/4 29 t/2 x 551/a 6 6 F,GGHJ301/6329/z x 6286FCcMJ. t/2 72 29
1/2 x 71 8 6 f.GNJGHJ30 1 7 . 84 291/2 x 1)3 e B F.G.LKJ.K22 36X25 23 36 x37
3/a D e F.G.G24 36 z 49 5/8 8 8 F.GHJ245 36 [ 551/4 eeF,G,MJ25 36 x 62 68F,CN1.MJ26 36 x 71 88F,C,HJ.G HI27 36 x 83 EBF,G.JJ(,I.I,K 42 : 5 41 x
25 r, 42 . Jt J/e
1 x 37 3/a 6 B F.G F,G,HJ 19 1/1 8
9 F,G F,G.HJ 42 . 56 1/4
41 X SS 1/, 6 E f,GM.I F,G,MJ 42 63 41 x
62 6 8 F,GH.1 O.E.F,GHJ 42 : 72 41 X
71 e D F,GMJ D.U.GHJ 42 . 64 4I x
6S 6 B F.G.J.K F,GHIJ,K 43 4 .6 47
x 25 5 A. G r, - a . 32 7/3
a7 x P La A,C F,G F,GHi 48 50 5/5
7 z .9 5/3 E A.r F.G F,C.HJ 4 . 56 1/4
47 x 55 1/4 A.0 F,C H 1 F,G.HJ 4d . 63 7 X
62 8 A-C F,GHJ O.E.F,G;J I 48 . 72 47 X
71 a A.0 F.cH.t o.EF.GN,, 47 X 83 A
I FGJK DEFGHI JY 32 52 1/3
x 25 8 A.0 F,G F,G 3< 52 1/8
x a7 3/8 A,C F. F•GHI 3 5- 1/L
9 5/d c A.0 F,GNI F,G.H 1 345 52 1/1
x 55 I/a 8 A.0 F.G..v,l D_E.F,GHI 35 52 IA z
62 E AC F.CM,1 D.E.F.GMI 36 52 1/8
x 71 a A.0 F G,H,I O.f.F,G1/ 1 7 52 1/3
x 53 A,C F.GA.K. O.EF.GJl..J.K 3: SIZE NOT AVAILASLE
IN 1000 OP 1300 5E.YIE3. FLORIDA EXTR DERSISANFOPD, F
OFIDA 1 TITLE: iNSi _I_
AT:_'N E---- SERIES 000 . i500 E.
2000 DPAWNi BY: i AP?
POLED BY: A.-- r/1 SCALE:
Dur L XcloI.
CAULK BETWEEN
VINDOV FIN &
SHEATHING
INSTALLATION ANCHOR
c8 WOOD SCREW
STUCCO
By OTHERS
WINDOWHEIGHT
PERIMETER
CAULK
BY OTHERS
SHEATHING
EM2EDmCNT . . .
TWO By 1000
WINDOW VIDT64
1/4• MAY,
SHIM SPACE
BY OTHERS By OTHERSF SHIntASCIT#ZESSE:o) -0 TWO By WOOD
STUD BY OTHERS
GLAZING (TYP.)
SEE NOTES)
PERIMETER
CAULK
By OT HER, S
INSTALLATION -NCMG=
9 WOOD
BY
CAULK BC7V—N
F!N SEA NC
S.-AT 3, El—?_
7;
SHIM AS Rf0'D.
SEE NOTES)
T. TUar, EMBEDMENT 6,
fl CTYP.).
SHIN
SPACE SEE
NOTES) V71
AT I FIN
TYPE WINDOW
FRAME K T EN, HEADER
rim TYPE INDMO FIN A141C
WINDOWFRANCEATHI TYP.)
GLAZINGJAMB WINDOW
PERIMETER
NOTES) SEETALis LATION-
ANC
WIDTH CAULK
SCREW
By OTHERS
STUCCO BY
OTHERS
SECTION Q -,
Q 8 13
24' D.
C. MAX. TYP
SPACE ANCHORS (TYP.)
WINDOW HEIGHT
NOTES
1) SHIM
AS REDO. AT EACH INSTALLATION ANCHOR- 4 MAX-
ALLOWABLESHIMSTACKTOeEI/ 2) WINDOW
FRAME MATERIAL: ALUUINUM-ALLOY 6063. 3) MSTALLATION
ANCHOR MUST EE OF SUFFICIENT. LTH. TO ACHIEVE
MIN. CuCEOMENT OF I- INTO WOOD BUCKA J 6' MAX. 4) USE
S11-KONIZED ACRYLIC CAULK BEHIND WINDOW FLN:r'', II (T
ypj 5) AT
HEAD.
SILL & JAM2S- USE SILICONf--'
F0 ACRYLIC CUL!LK FOR PERIMETER SEAL 6' MAX. (
TYP.) AROUND EXTERIOR OF WINDOW FRAME. '- i 6) IF
EXACT WINDOW SIZE IS NOT LfSTEOAN ANCHOR CHART, USE ANCHOR
Ou—TITY LISTED WITH NEXT LkRCER SIZE. 7) GLASS
THICKNESS MAY VARY PER THE REOUMEMENTS OF, FIN TYPEELEVATIONAST. E1300 CLASS CHARTS I, VJMDO' IDA
EXTR
SILL VlEwED
FROM EXTERIOR 6) FLOP'
E10 -ES SINGLE HUNG ISHOWN.L THIS PRINT
ALSO APPLIES TO THE FODA EDrRS 100AND 2000 SERIES SINGLEHUNGWNOOWS.IU1 ISTOOLE 3Y
OTHERS
q
cl LID :
REVj DESCRIPTION DATE
IN[ INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD.
FLORIDA INS--i-LATION
3,7- L w/ SCREWS or: —On DF-
AN EY:
P?OV7D B'r. I
BY OTHERS
CAULK BETWEEN
V (NDOV FIN C
HEAT HIND
INSTALLATION
ANCHC,p .3 SCRE W
Ex TERIOR FINISH
By OTHER; —
PERIMETER
CAULK J
8r OTHERS
vinDOvHEIGHT
EXTER;OR
PERIME TER =1
C AUIK
3r THE.S '
J
Br
1• ln.
I
ri:
nBE JNp
WOOD FRAMING
BY OTHERS
CLAZ!NG
SEE NOTE 6)
SHIN AS REODCENT --" FLOFJDA g3.®.•
SE_ NOTES) j UFALTMER NAMEy C11' L-'CT R'
U
li9' MFi(. rtt--
SHIM SPACE jA&ST ?Tp FRElill 0
GLAZING
SEE NOTE 6)
BUCK
HEIGHT
FIN TYPE
WINDOW FR-HE
SE'
1
Wn[n FR=n'NO
EXTERIOR
FIN TYPE
WINDOW FRAME
WINDOW W;D7H
iDO,
A
B
A —t
ELEVA.Ti0IN
VIE'P/l, F.Kim X-,cRIOR
WINDOW VIDTI 1/4'-MAX.
SHIM SPACE -
WOOD FRAMING
x/
By OTHER_
SHEATHING
I BY pi MEP„
INSTALLATION
ANCHOR
aH SCREW
CAULK BETWEEN
WINDOW FIN
L SHEATHING
SECTION B-B
PERIMETER EXTERIOR FINISH
CAULK Br OTHERS
BY OTHERS
NOTES'
1) SHIM AS REO.O. AT EACH INSTALLATION ANCHOR
WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM
STACK TO BE 1/4-.
2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063-
3) INSTALLATION AN MUST BE OF SUFFICIENT
LENGHT TO ACHIEVE MIN. EMBEDMENT OF t
INTO WOOD FRAME.
4) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER
SEAL AROUND EXTERIOR. OF WINDOW FRAME.
5) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW
FIN.
5) CLASS THICKNESS MAY VARY PER. REQUIREMENTS
OF ASTM E130C GLASS ChARi S. SINGLE GLAZING
15 SHOWN. INSULATING GLASS ALSO QUALIFIED.
7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE
WINDOW IS SHOWN. THIS PRINT ALSO A: ---LIES TO
THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES
PICTURE WINDOW.
8) SPACE INSTALLATION ANCHORS AT E MAX.
FROM CORNERS AND MAX. 2A- O.C. DESIGN
PRESSURE CAPACITY OF INSTALLATIONS. WITH
ANCHOR SPACING AS STATED. IS 70.0 PSF FOR
ALL AVAILABLE SIZES UP TO 73 X 71 OR
63- X 95- OR 119- X 37-3/6- MAX.
9) YmOQW UNIT CAN BE MUUrD TO OTHER UNITS
USING ALUMINUM TUS' M':L'_:ON. SE- MUL'_'ON
INSTALLATION SHE=Tj -„RFIREMEN TS.
FLORIDA EXTRUDERS ` ANFORD, FLORIDA
TITLE iNS I F.I_I_ i-jN L_ A. i l_ W/ =S 1J0nD SCF.cW
rlx = rn ,IIN 0C(Io00
I
SHIM AS RE-6-0
SHEATHING (SEE NOTES)
By OTHEP.S CAULK BETVEEry
DOOR FLANGE
L SHEATHING
G
s
1
STUCCO
OR :SIDING -
BY I3THERS
PERIMETER
CAULK BY
OTHERS
13
49 FIVUHT E-
Tully I ^ .1 4.A
SLIDING GLASS
DOOR, FRAME
SILL
D
INSTALLATION ANCHOR
vS SCREV.
TVO BY VOO
BY OTHERS
1
1-1/8' MIN. —
EMBEDMENT
SLIDING GLASS
DOOR FRAME
HEAD
TEMPERED
GLASS (TYPJ
DOOR VIDTH
SLIDING GLASS
DOOR FRAME
JAM°
t
Va Max
SHIM SPACE
A }
DOOR
HEIGHT
EM BE OMENT
G _ 1-1/4- MIN.
a- nnx. naG+ xaw
Tvp BY vppD
1-1/8- M!K •... . BT OTHERS ... _... .. .-... _.-...."
SLIDING GLASS DOOR
HOOK STRIP - -
SHIM AS R£p"D.
SEE..NOTES)...... `.__...----_..- ._
INSTALLATION ANCHOR. i
1:8 SCR£v
Tv0 By VpOD
BY OTHERS-- _.
CAULK BETVEEN
HOOK STRIP L
SHEATHING
c8 SCREW- EMBEDMENT
CAULK BETVEEN'
DOOR FLANGE
L SHEATHING i -
SHEATHING ..
BY OTHERS --
SHEATHING -
PERIHETER- - BY OTHERS '.
CAULK BY TEMPERED GLASS
OTHER STUCCO - (TYP-) STUCCO OR SIDING -'
OR SIDING BY OTHERS
BY OTHERS .. - SLIDING CLASS
INTERLOCK
SECTION B-B HOOK - STP.IP DETAIL
1) DOOR "ATCRIAL. ALLHINa ALLOY 6063.:
21 99 INSTALLATION SCREVS MUST BE OF KUFF ICtENT LENGTH TO ACHIEVE "IK E"SCO CHT
OF INTO vOOM TAPCON TYPOINSTAi .TION ll< QR2 Ai SILL MUST K OF T_ Sur,
ICIENT LENGTH TO ACHIEVE MIK E.NdCOMENT Or t-1/A' INTO MASONRY GR CONCRETE - - 3)
InSiALLATION <TCrCR CHART ON BACK Cr THIS SHfE7. - - - - A)
ITSL SILICONIZ_7 ACRYLIC Cµ)LK BEHIND DO. FLANGE A- HERB l JO-NSS. 5)
USE SILICCNIZ[D ACRYLIC CAULK FOR P£RI.E r[R SEAL AROtx+H EzifRfOR Or DOOR j 6)
IF EXACT DOOR SIZE IS "pi LISTED IN ANCHO). CHART SUREUSE ANCHOR DUAnTI Ti LISTED VITH KxT I LARGER
SIZE. FOR T)C APPfL IA rE DESIGN PRESSURE R[O'D. 7)
FOR POCKET 00( SIZES USE CLOSEST BYPASS DOOR SIZE a COCIGURATM. TO FDUSICB OPENING.:--' B
B PLACE INSTALLATION ANC -ORS, IN FRONT OF 140K. STRIP AS SH[] N _ O
81 GLASS THICKNESS MAY VARY PER REOUIRE"E.TS OF AST. C13M GLASS CHARTS. 9)
DOOR UNIT IS —ROvED USING TENDERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. - 10,
JAMS / SILL CORNERS ARE TO BE SCALED v1TH A SHALL JOINT SEAH SEALER. II>
S.L wS RCO'D. IT -A. SE OF INSTALLATION AHC.GRS. "A K. ALLOvABLE SHIH STICK TO BE 1/a-_ I2)
ALL INc iILLAitW ArCHORS "'ST BC "ADC 6 CORQOSION R£SlS iwnl ewTER(a. S. A -
13N v <RE K• REPRESENTS "OvING PANCL —0 •O- REPRESENTS FIKED FArCL APPROVED COCIGURATICNS
ARE I- LISTED ON ANCHOR CHART ON SICK OF THIS SHEET. I.
I NOT All CONIGURITIONS LISTED IdOvE IRE S)JvN ON THIS DRAViNG. 1 vEVER INSTALLATION E
X T ER 1 OR E L E ` `_ -A-A' .S-S' L 1SA'1K STRIP DLTI:L x . TO I wOF AL_YNSTLLITICNL APPROVED CONFtCUF.
A i(6 S. 2
PANEL DOOR $HC"JN 15G
FLOR DA Ez fRUDCRS IODD SERIES SLIDING GO ASS DOOR IS S.UVK THIS PRINT ALSO APP_1ES tO 2=
SERIES AND 50D SERIES. D
LIBERALLY
APPLY / CAULKING
UNDER SILL op.
ET SSILLIN BEL' -- INsiALLA.: ;ON OF CONC2_
T_ 1 C2002
TYP-) i P.
EVI
DESCRIPTION
DATE i [N[ EXTRUDEL L R IDAINT. INC. ES SANFORD FL.
TITLE:
SLIDING CLASS
DOOR TNSTALLATifIN WITH P?
SCr-4/S DRAWN BY: H
I APPP.OVED 91: 1 i DATE:
12117101 SCALE: N5_ JDWC
r
1000 SJ-L 1 X 2 X 1/8 1000 SR 1 X 2 X .3/8 TVO. BY,_VOOD DETAIL C
JAMB (TYPJAMB (TYPJ ' TUBE MULLION
J BY OTHERSTUBEMULLIONBUCK
98 X L/2 SELF - 48 X 1/2 SELF 1 1/8' MIN- - -
TAPPING SMS TAPPING SMS EMBEDMENT
r. ie SHEATHING2X4X3 _ \ <f
TUBE MULLION i ItLSTAl ATION HMCFiOR C8. VIBID R _ _
r
ti
I
SEALANT ,BETVEENINDOV FRANSEALANTTEN +- t • _ I & .
SCREV :{n'aJ
SiY ,F
i i t` L HJLLION r
F _ t r 1'- £XTERNAC`HULLIIIN. 1-MULLION--
98 X 1-1/2 SELF ! 1 INSTALLATION TLIP 98 X: 1-I/2 •SELF -- '._\ TAPPING :SHS - TAPPING
al
SECTION -A A SECTION A —A AP DUES .T0 HEAD &;SILL WI IERE 7. dC<4 F
X 21000 SR
7/L6 -X 1/8 ;- 1 X 2.7/16 X 3/8 IAMB (TYPJ MULLION ARE USED. J. X 4" TUBE ,
TUBE.HULLON... 1000 SR r {•
1000 S}L - - JAMB CTYPJ TUBE MULLION WHER 1 X.2,
i TJAMB (TYPJ; I /16" TUBE MUWONS ARE USED( ,
98 X`1/2 SELF _1
RUES TO
X 2 7 .,
INSTALLATION ANCHOR
w
s
98 X L/2 SELF
TAPPING SMS r
9e x 1/2 SELF - -._ ._ DETAIL 6 98 VOOD SCREV
TAPPING SMS TAPPING SMS TYPJ-
SILL CLIP •
I
EALAMT BETVEEN
98 X 1-L/2 SELF VtNDOV FLANGES c 1 I%8' MIN. -
SEALANT..BETVEEN... SEALANT BETVEEN TAPPING SHS. - L HULLIILN .. .... __. -... EMBEDMENT
VINDOV FRAME - - -- VINDOV FRAME ---
L MULLtaN ._ L MULLION SECTION A —A (7) _. srrtAn a+c _
98 X 1 1%2 SELF 98 X 1-1/2 SELF _
TAPPING SMS - DETAIL C VOID F{Mp,GTAPPING ;SMS _
SECTION A —A (3) SECTION A —A (4) AUXILIARY PLATE
I X 4 X 3/8 sk • - (
FOR ADDITIONAL ANCHORS, VHEN REQUIRED)
TUBE MULLION TUBEMULLION
Fvo?jQ '- ,. _
to
A
A --- urz1DAx
tZA O
1000
S.H: 1000 S.H JAMB (
TYPJ JAMB (TYPJ 98
SELF TAPPING \ MULLION SMS (
TYPJ J
DETAII
B 98
x 1/2 SELF 98 X 1/2 SELF ELEVATION *
TAPPING
SMS TAPPING SMS VIEWED FROM .EXTERIOR. _ FLORIDA
EXTRUDERS INTERNATIONAL,
INC DA
SANFORD, FLORIDA Try:
SER. 1000/ 1500 FIN SHEET 1. OF 2 VERTICAL
MULLION SECTI NS SEALANT
BETWEEN SEALANT BETWEEN C vINDaIV
FRAME VINDOv FRAME „ _ SEE
OTHER SIDE ( SHEET 2 OF 2)FOR L
MULLION L
MULLION + -` DESIGN PRESSURE CAPACITIES 8
x 1-112 SELF K8 x 1-1/2 SELF DRAWN BY:MSH APPROVED BY: TAPPiNG
SHE TAPPING S4S ^
1 X c 1/a .i. Ir
X X o _
1 C C}. " BE
i _ Tlji V. H i T_
TU
t Cil;K„ - .. - -
Q \
E. _
x. ,/ S,-Lc ,: X ilc °_
TA.:-rinG S..STnYPZNC:St<c 1 - -- 1 .. ,
r
c r-
f--'S£AL4V TA
s.tr4Li X 4:.X, /a .. £x-TER.v
X-1-1/=-vi..F-
ZX; -TU2 1sJL•i.I:afi - --
Eta. a ,1c'T.i all:a asps .i.3: ` :t ;. ._._ - i ',`-
TAPPIIC S`!57 "` `: C.. T. ?A 'fJi11CN TG COhC -TE "fftAD i _y __._.
r - .. - _ r." ' i APPUES TO HJ3 SILL"Y lit :'1 _C
s cT101'-a: a r - SECTION fi i2,
1,-L_c -7/t X'!/& '..> - .: . X.._-7/tb X a/,E _ S..CJ - _ - ., _
S H .
JATn7uNJLi. - ue= ftJCL•u`
z x
1L'9ti SH _ - 1 OETA tY
JAM's <TYPJ
f L pie 4T13 1tiOs 2
X-1/2 SELF
TAr'r_N_ o.
5C v / SELF -
TAP.Lti SMS _. . TAPPING SMS - . +a x:.0 :i -' Zai .
LI COIF ' -
J
SEL^ FLAB_-SN
S ANT E--TVEzN TA•Y_Ma SMS - ' S h.F1I,:J:
i - _ EYc ZML, -
VLN'JaV FLAtruFS Vrh_^:: Fl.4t:G`S :
i+
1-_.-
F3.? .M4 LI _ .. E MULLION SECTION F,-A (7i -. f
a
8 X 1-I/2 SEF `-!/?GEL' R__
SE SiIL B. C'itERS TArPi:
NG -SMS" - - TAP—. SMS - - :!XII 1df7Y Pi..=•T` - - `'- _: rP[L 1! ..
SECTION
r.—A IJi S L, N A-h l i i ,Y { .-
GR
L_Tr.'.NaL A..% 1
X 4 X `./i l 1. - x 2/= y '
TUBE
M..1-L!ON' / ie'E MULLION r
g--
q[
IFT
Ei
x _/=
Ste•_: zE Y, i!% 5: I 41_A^ om tX ;tF OP - INTERNATIONAL,
INC FLORIDA
EXTRliDERS SALNIFORD, FLORIDA i
TITLE: =c `
i; r c V FLANGE = SH.. I F C S:
r. A: •-- 't1RsWti-c +'_. ,` 1
OVED
BY:
M I A M 1.OADE
PRODUCT CONTROL NOTICE Or ACCEPTANCE
Premdor Entry Systems
911 E. Jeferson, P.O. Box 76
Pittsburgh ,KS 66762
MIAryll-DADE COUNTY, FLORIE
METRO-DADE FLAGLER BUILDI;
13UILDINC CODE COMPLIANCE OFFi,
Mr: 'RO-DADC FLAGt.ER BUILDr
140 w1;s'r rLAC,t.Ctt s rim. s -, sure: 16
MIAMI, FLORIDA 33130.15
305) 375-2901 FAX (305) 375.25
mm'IL%CCUtt mct,:Nstvc: stiCTU
303) 375.2527 I:AN (30$) 375--.'
co,N*r1L\(.'Cott mvistl
305) 375.2966 VAN (305) 37S-2'
Pttol)um CONt'1201. DIVI5t-
305) 375-2902 t-'AX (305) 372-6
Your application for Notice of Acceptance (NOA) of
Eutergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad
County Building Code Compliance Office (BCCO) under"the conditions specified herein.
This NOA shall not be valid after the expiration- date stated below. BCCO reserves the right to secure t
product or material at any time from a jobsite or manufacturer's plant for quality control testing. It t
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend t
use of such product or material immediately. BCCO reserves the right to revoke this tipproval, if it
determined by BCCO that this product or material fails to meet the requirements of the South Flor
Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01-0314.25
EXPIRES: 04/02/2006 ltaut tcoanguez
Chief Product Control Division
THIS 1S THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE SC PRODUCT REViENV COi\'i1.1ITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Buildi
Code and Product Review Committee to be used in iVliami-Dade County, Florida under the conditions:
forth above.
APPROVED: 061051200i
Francisco 1. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance 01'fic
Premdor Entry Systems ACCEPTANCE No.: 01-0314.25
APPROVED • JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: SPLCII:IC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000
approves a residential insulatcd door, as described in Section 2 of this Notice of Accepta
designed to comply- with. the South. Florida Building Code (SFBC), 1994 Edition for Miamk
County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entergy 6-8 S-W/E Insiving GIazed Double Residential Insulated Steel Doors
Sidelites- and its . components shall. be constructed in strict compliance with the folio%
documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br.
Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparet
manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co,
Product Control approval stamp with the Notice of Acceptance number and approval date by
Miami -Dade County Product Control Division. These documents shall hereinafter be referred t
the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i
approved drawings. Single door units shall include all components described in the active Icaf o
this approvni.
3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle
between the edge of catiopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir
non -habitable areas %vlicrc the unit and the area arc designed to accept water infiltration.
4. INSTALLATION
4.1 The residential insulatcd steel door and its components shall be installed in strict compliance wit
the approved drawings. vl
4.2 Hurricane protection system (shutters): the inttallation of this unit will require a hum,
Protection system,.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved"'.
6. BUILDING 1'ERMIT.REQUIREiNIENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installatio
6.1.3 Any other documents required by the Building Official or the South Florida Building Co,
SFBC) in order to properly evaluate the installation of this system.
Manu Pcrcz, P.E. Product Col ro Exan:
Product Control Division
Premdor Entry Systems ACCEPTANCE No.: 01-0314.25
APPROVED JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi
and the original submitted documentation, including test supporting data, engineering documents,
are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting [fie evaluation of
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
C. If the Acceptance holder has not complied with all the requirements of this acceptar
including the correct installation of the product.
d. The engineer who originally prepared, signed and sealed the required documentation initi,
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall
automatically because for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fce) and granted by this
office.
Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or
other purposes.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. if any portion of the
Notice of Acceptance is displayed,, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all time. The engineer needs not reseal the copies.
S. Failure to comply with any section of this Acceptance shall be cause for termination and rcmova
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
EivD OFTHIS ACCEP' L
ManPcrAnz, P.C.; Product Contr ram Produ
trol Division
Glazed Units
2'0"
TV
X 2'8"
2' 10"
3'0"
1 1
2'8" + 1'0"
2'8"+IT'
2'10" + 1'0"
2'10" + 1'2"
TO" + 1'0"
3'0" + 1'2"
1'0" + 2'8" + 1'0"
1'0" + 2' 10" + 1'0"
X0, OX, OXO 1'2" + 2'8" + 1'2"
1'0" + 2'8" + 1'0"
i i'0" - 3'0" + 1'0"
1'2" + 2'10" + 1'2"
1'2" + 3'0" + 1'2"
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 210" + 2'10"
37 + 3'0" + 3'0"
2'8" + 2'8"
2r8" + 2'8"
2'10" + 2'10"
XX, OXXO 3'C' + TO"
l
2'6" + 2'8" + 2'6" + 2'6"
1 2.8" + 2'8" + 2'8" + 2'8.
2'10" + 2'10" + 2'10" + 2'10"
TO" + 3'0" + TO" + TO"
FIBERGLASS DOORS
6'8" Height — Inswing
COP-WL-MA0141-02 02-0419.08
Application Filed)
Not Listed Not Listed
02-0419.08
COP-WL-MAO143-02 I (Application Filed)
02-0419.08
COP-WL-MA0144-02 I (Application Filed)
02.0419.08
COP-WL-MA0142-02 I (Application Filed)
I 02-0419.08
COP-WL-MA0145-02 Ij (Application Filed)
onm
Rating _ Impact F
t l
52.0 1 NO
52.0 1 NO
52.0 1 NO
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center.
4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local bui'ding codes specify the edition required_
Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201,
12r 2 & Pt' K ,
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Our com,"ul^0 01pra,n of p,a;.un mi Dro.@n1en1 mdses 1"Otiotions, design Dod O'oduct
dtllil :N4t C1 to chDnDe Wolhout notiu.
Masonite International Corporation
Glued Units
l" -
k' COP-WL-MA0100.02 .
FIBERGLASS DOORS
6'8" Height — Outswing
I 1 2.0"
2'6" _
X 2'8"
2'10"
3'0"
3'6"
2'8" + 17
2'8" + 1'2" L
2 10 + 1'0" t
I 2'10' + t'2"
To" <.
3'0" + 1'2"
COP-WL-MA0161-02
02-0418.03
Application Filed) 55.0 NO
Not Listed
COP-WL-MA0163-02
Not Listed
02-0418.03
Application Filed) 55.0 NO
X0, OX, OXO
i1'2"
i
1.0" + 2'8" +'IT
COP-WL-MA0164-02
02-0418.03
Application Filed) 55.0 NO
1'0" + 2'10" + 1'0"
17' + 2'8" + 1'2"
1'0" + 2'8" + 1'0"
1'0" + 3'0" + 1'0"
1'2" + 2'10" + 1'2"
3'0' + 1'2"
2'6" r 2'6" TV
j 2'8" + 2'8" + 2T
2'1C'+210"+2'1C
3'0" + 3'0" + 3'0"
XX, OXXO
2'8" + 2'8"
COP-WL-MA0162-C2
02-0418.03
Application Filed) 55.0 NO
2'8" + 2'8"
2'10" + 2'10"
TO" + 3'0"
TV+2'8"+2'6"+2'6"
COP-WL-MA0165-02
02-0418.03
Application Filed) 55.0 NO
2'8" + 2'8" + 2'8" + 2'8"
2'10" +2'10' + 2'10" + 2'10"
TO" + 3'0" + 3'0" + 3'0"
Not -
1. Dccr arrangements using fewer panels than wim! is shota;n in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masoni a Warnational website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design & geographic loc2bon is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
5. Masonite International structural, cyclic, air• water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201,
PA202 & PA203.
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Masonite international Corporation.
Glazed Units
COP-M-MA0100.02
FIBERGLASS DOORS
8'0" Height — Inswing
X
2'0"
COP-WL-MA0146-N
02-0423.01
Application Filed) 40.0 NO
i
2'6"
TV
2'10"
3'0"
3'6" Not listed Not Listed
Xv. OX,
2'8" + 1'0"
COP-WL-MA0148-02
02-0423.01
Application Filed) 40.0 NO
i
2'8" + 1'2"
2'10" + 1'0"
2'10" + 17
3'0" + f'2"
1'0" + 2'8" + 1'C"
COP-WL-MA0149-02
02-0423.01
Application Filed) 40.0 NO
1
l
210" + 1.V' --
1'2' + 2'8" + 17'
1'0" + 2'8" + 1'0"
1'0" + 3'0" + 1'0"
17' +2'10" + 17
1'2" + 3'0" + 1'2"
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
S'i;' + 310" + 3'0'f
XX, OXXO
2'8" + 2:8"
COP-WL-MA0147-02
02-0423.01
Application Filed) 40.0 NO
TV + 2'8"
2'10" + 2110"
3'0" + 3'0"
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MA0150-02
02-0423.01
Application Filed) 40.0 NO
TV + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
3'0" + 3'0" + 3'0" + 37
Notes:
1. Door arrangemants us;q fewer panels tear. what is shown in the above chart also comply under the product approvals shown.
2. Assembly detai!s are available from, the Masonite Irllernalional website (www.masonite.com) or from the technical center.
3. lnsta?ation instructions are available from She fdasonite Internaticnal website (www.masonite.com) or from the technical center.
Actua; design pressure requirement for a specific cuild!ng design & geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local buileing codes specify the edition required.
5. Masonite international structural, cyclic, air, waver, (crced entry/or Impact testing is done in accordance with Miami -Dade BCCO protocol PA201,
PA202 & PAM.
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Masonite International Corporation
Glazed Units
e.. COP-WL-MA0100-02P-
FIBERGLASS DOORS
8'0" Height — Outswing
1Singles1
X
2'D"
1- ,
02-0423.03
COP-WL-MA0166-02 (Application Filed)
it
47.0
It.
NO
2'6"
2'8"
2'10"
3'0"
3'6" Not Listed Not Listed
Ar I
X0, OX, OXO
1 1
2'8" + 1'0"
1 1
COP-WL-MA0168-02
t.l t
02-0423.03
Application Filed)
t• 1
47.0
I I
NO
2'8" + 1'2"
2'10" + 1'0"
2'10" + 17'
37 + 1'0"
3'0" + 17
17 + 2'8" + 1'0"
COP-WL-MA0169-02
02-0423.03
Application Filed) 47.0 NO
1'0" + 2'10" + 'IT
1'2" + 2'8" + 1 2"
1'0" + 2'8" + 1'0"
17 + TO" + 1'0"
17 + 2'1 On + 1'2"
1'2"+TO" +17'
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'1 On + 2'1 On + 2'10"
37 + TO" + TO"
XX, OXXO
2'8" + 2'8"
COP-WL-MA0167-02
02-0423.03
Application Filed) 47.0 NO
2'8" + 2'8"
2'10" +2'1On
TO" + 3'0"
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MA0170-02
02-0423.03
Application Filed) 47.0 NO
2'8" + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
3'0" + 3'0" + TO" + TO"
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201.
PA202 & PA203.
0
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n 0••
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0ur COnnnuiN gl0gram 01 Dro.uq imDrOvemMl makes SDCCdM.iti0n2. design an. podia
Nail Su01W 10 Change wMOul notKe.
COP-WL-MA0100.02
FIBERGLASS DOORS
Opaque Units 6'8" Height — Inswing
M.'l1r.ltL'VF11Tfl1
X
Single
2T
COP-WL-MA0101-02 01-1031.01 76.0
1
NO
2'6"
2'8"
2'10"
TO"
3'6" Not Listed Not Listed — —
fd all
st
i 3,.
02-0109.10
COP-WL-MA0103-02 (Application Filed) 55.0 NO
X0, OX, OXO
2'8" + 1'0"
2'8" + 1'2"
2'10" + 1'0"
2'10" + 1'2"
37 + 1'0"
3'0" + 1'2"
1'0" + 2'8" + 1'0"
COP-WL-MA0104-02
02-0109.10
Application Filed) 55.0 NO
1'0" + 2'10" + 17
1'2" + 2'8" + 1'2"
1'0" + 2'8" + 17
1'0" + 3'0" + 1'0"
1'2" + 2'1 On + 1'2"
1'2" + TO" + 1'2"
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'1 On + 2'10" + 2'10"
TO" + 3'0" + 3'0"
XX, OXXO
2'8" + 2'8" .
COP-WL-MA0102-02
02-0109.10
Application Filed) 55.0 NO
2'8" + 2'8"
2'10" + 2'1On
3'0" + TO"
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MA0105-02
02-0109.10
Application Filed) 55.0 NO
2'8" + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'1On + 2'10"
3'0" + 3'0" + TO" + 37
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201,
PA202 & PA203.
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Our cons n .ng program 01 Product "npr merd makes specilicalnns. des,on and product
Wall SUDIM 10 change "nh0u1 nOhCe
n
Masonite International Corporation
Opaque Units
COPVL-MA0100.02 `.
FIBERGLASS DOORS
6'8" Height — Outswing
X
X0, OX, OXO
SingletI
2'0"
I I.l• r
01-1031.02
1
76.0
1 1
NO
2'6"
2'8"t.CO7P-WL-MA0121-02
2'10"
3'0"
3'6" Not Listed
I I 1 I
2'8" + 1'0"
2'8" + 1'2"
2'10" + 17
2'10" + 1'2" COP-WL-MA0123-02
37 + 1'0"
37 + 1'2"
Not
ListedMulti— — I.1 • I 1 1
02-0109.09
Application Filed) 55.0 NO
1'0" + 2'8" + 17
COP-WL-MA0124-02
02-0109.09
Application Filed) 55.0 NO
17 + 2'10" + 1'0"
1'2" + 2'8" + 1'2"
1'0" + 2'8" + "IT
1'0" + 3'0" + 17
1'2" + 2'10" + 17
1'2" + 3'0" + 1'2"
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
3'0" + 3'0" + 3'0"
XX, OXXO
2'8" + 2'8"
COP-WL-MA0122-02
02-0109.09
Application Filed) 55.0 NO
2'8" + 2'8"
2'10" + 2'10"
3'0" + 3'0"
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MA0125-02
02-0109.09
Application Filed) 55.0 NO
2'8" + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
3'0" + 3'0" + 3'0" + 3'0"
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201,
PA202 & PA203.
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Masonite International Corporation
Opaque Units
COP-WL-MA0100-02 .
FIBERGLASS DOORS
8'0" Height — Inswing
X
2'0"
COP-WL-MA0106-02
02-0109.08
Application Filed) 70.0 NO
2'6"
2'8"
2'10"
3'0"
3'6" Not Listed Not Listed
Multiples1
X0, OX, OXO
2'8" + IT
I 1
COP-WL-MA0108-02
1'
02-0109.08
Application Filed)
1
55.0
1.
NO
2'8" + 1'2"
2'10" + 1'0"
2'10" + 1'2"
37 + 17
37 + 17
1'0" + 2'8" + 1'0"
COP-WL-MA0109-02
02-0109.08
Application Filed) 55.0 NO
17 + 2'10" + 1'0"
17 + 2'8" + 1'2"
1'0" + 2'8" + 1'0"
1'0" + 3'0" + 17
IT + 2'10" + 17
1'2" + 3'0" + 17
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
3'0" + 3'0" + 3'0"
XX, OXXO
2'8" + 2'8"
COP-WL-MA0107-02
02-0109.08
Application Filed) 55.0 NO
2'8" + 2'8"
2'10" + 2'10"
3'0" + 3'0"
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MA0110-02
02-0109.08
Application Filed) 55.0 NO
2'8" + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
3'0" + 3'0" + 37 + 37
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201,
PA202 & PA203.
Oakcraff AR EK`"
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ow cononumo Drooram of Drodua mprovemem makes smiticalans. des,pn ano prooucl
1 e12A subject to cbanoe wilbout nolrce.
Opaque Units
COP-WL-MAO100-02 •_
FIBERGLASS DOORS
8'0" Height — Outswing
Ogles (width) 1 (
I • • 1 1
2'0"
2'6" 02-0109.07
X 2'8" COP-WL-MA0126-02 Application Filed) 70.0 NO
2'10"
3'0"
Not Listed3'6" Not Listed
1 1 MIT,1 1 I1' 1 I 1
2'8" + 1'0"
2'8" + 1'2"
2'10" + 1'0" 02-0109.07
2'10" + 1'2" COP-WL-MA0128-02 Application Filed) 55.0 NO
3'0" + 1'0"
37 + 17
1'0" + 2'8" + 1'0"
1'0" + 2'10" + 1'0"
X0, OX, OXO 17 + 2'8" + 17'
1'0" + 2'8" + 1'0"
1'0" + 37 + 17 02-0109.07
1'2" + 2'10" + 17 COP-WL-MA0129-02 Application Filed) 55.0 NO
17 + 3'0" + 1'2"
2'6" + 2'6" + 2'6"
2'8" + 27 + 2'8"
2'10" + 2'10" + 2'10"
3'0" + 37 + 37
2'8" + 2'8"
02-0109.072.8" + 2.8"
COP-WL-MA0127-02 Application Filed) 55.0 NO2'10" + 2'10"
3'0" + 37XX, OXXO
2'6" + 2'8" + 2'6" + 2'6"
02-0109.072'8" + 2'8" + 2'8" + 2'8"
COP-WL-MA0130-02 Application Filed) 55.0 NO2'10" + 2'10" + 210" + 2'10"
3'0" + 37 + TO" + 3'0"
Notes:
i. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201.
PA202 & PA203.
Oak" AR EK'" E.riu.l.rlt 1."m
W.. ..I. rv„Ic rurc.l
Ne.fT..w.w Fa».al.0 E"vy Ooon PRE/%ivan(:,//.,:,. kIH1:.G_...t'F.N rNY+1)OONi
Apra 79.2002 Masonite International Corporation
Our tontinu.ng Drogram of grooua anprdvement makes WifKawns. des,gn and product
detail suDiKI to Change without polite.
MID•WL-MA0001 02
Unit
SINGLE DOOR
6-
TYP.
i !
I" UNIT 8'0" UNIT
15/16' 17-1/8'
MAXIMUM
ON CENTER TYP.
NO, TMM r
6 per vertical framing member
2 per horizontal framing member
Hinge and strike plates require two
2-1/2" long screws per location.
l l I I• I
Width of door unit plus 1/2"
Height of door unit plus 1/4" -
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed.
UNITS COVERED BY COP DOCUMENT 3146 or 3166
Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top
and (1) at bottom.
Notes:
1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners
analyzed for this unit include #8 and .d10 wood screws or 3/16" Tapcons.
2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of
1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country
approvals respectively, each with minimum 1-1/4" embedment.
3. Wood bucks by others, must be anchored properly to transfer loads to the structure. _
April 29. 2002
Our comm—n0 oro9fam of ptodua unorovernent nukes Spec ificalons.
desgn and oroduCl deiaa suplect to [nano[ wthoul notice.
m o-.
Masonite International Corporation
XO or OX
Unit '
SINGLE DOOR WITH 1 SIDELITE
CL
TYP.
A
3' 6' 6'
TYP. TYP. TYP.
TYP.
6'8" UNIT 8V UNIT
13-15/16' 17-1/8'
MAXIMUM
ON CENTER TYP.
6 per vertical framing member
7 per horizontal framing member
Hinge and strike plates require two
2-1/2" long screws per location.
Width of door unit plus 1/2"
Height of door unit plus 1/4"
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed.
Notes:
1. Anchor calculations have been carried out with the lowest (least) fastener rating from the. different fasteners being considered for use. Fasteners
analyzed for this unit include N8 and #10 wood screws or 3/16•'Tapcons.
2. The wood screw single shear design values come from Table 11.3A of ANSUAF & PA NDS for southern pine lumber with a side member thickness of
1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country
approvals respectively, each with minimum 1-1/4" embedment.
3. Wood bucks by others, must be anchored properly to transfer loads to the structure. in
A11029 2002 T Masonite International Corporation
out Conl":...— Jr,,, W o ovn n•.;I•-.ln:Ynl n:awes sofC I C+nUn1.
OfS Qn ]M J'JCJfI ofl]il SVDIKI 10 CD]"p[ Y+on0u1 notift.
r---
OXO ttll I
Unit
SINGLE DOOR WITH 2 SIDELITES
s-
TYP.
6'8" UNIT 8'0" UNIT
13-15/16' 17-1/8'
MAXIMUM
ON CENTER TYP.
r
6 per vertical framing member
11 per horizontal framing member
Hinge and strike plates require two
2-1/2" long screws per location.
r t I t• t I
Width of door unit plus 1/2"
Height of door unit plus 1/4"
ft T t r 1 T T T T r
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed.
Notes:
1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners
analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons.
2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of
1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country
approvals respectively, each with minimum 1-1/4" embedment.
3. Wood bucks by others, must be anchored properly to transfer loads to the structure. in
a .®
April29 2002 Masonite International Corporation
Om ca mw•w o uo yn W in un..^. .:>,+cnicm m cs ocooni.um.
OCS yh a^0 —0.0 ow" suh'ttl Ihw W." -
OXXO t l l l t
Unit
DOUBLE DOOR WITH 2 SIDELITES
6
CL TYR
TYP.
3 TYP.ITYP.
I l 1 1 1 1 ( l 1 1 ( TYF
6'8'
13-
UNIT 8'0' UNIT
5/16' 17-1/8-
MAXIMUM
ON CENTER TYP.
t t t t t t r r r r
k i i 11 r 1
6 per vertical framing member • Width of door unit plus 1/2"
16 per horizontal framing member • Height of door unit plus 1/4"
Hinge and strike plates require two
2-1/2" long screws per location.
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed.
UNITS COVERED BY COP DOCUMENT 3147 or 3167
Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top
and (1) at bottom.
Notes:
1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners
analyzed for this unit include N8 and N10 wood screws or 3/16" Tapcons.
2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of
1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country
approvals respectively, each with minimum 1-1/4" embedment.
3. Wood bucks by others, must be anchored property to transfer loads to the structure. n
April 29, 2002
N, commwnp pmOram Ot p,odVCf -0o emMI makes SOtcd,0110AS.
des.0• a.d prod•n dead to "n "' -how police
PREM 09: ,.11, a
Masonite International Corporation
XX
Glazed Inswing Unit
APPROVED ARRANGEMENT:
1.0
o.
0t¢a
COP-WL-MA014202&m-j"
FIBERGLASS DOORS
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 6'8". r
Double Door
Maximum unit size = 6'0" x 6'8"
Design Pressure
52.0/-52.0
Limited water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national,
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed —see MAD-WL-MA0002-02 and
MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02.
APPROVED DOOR STYLES:
1/4 GLASS:
go00 00
00 00 00
100 Series 133, 135 Series 136 Series 822 Series
1/2 GLASS:
0
00 00 00 00 00 00
105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L, 24 RA 107 Series' 108 Series 304 Series
Series'
This glass kit may also be urea in the following door style: Eyebrow 5-panel with scroll.
Oak raft AR S EK'
ore.r i a... " LIVIERCLASS
LNIKY OOO-S raoi.T.•e.rW p...Nu Erwr Deer MA' PREit% Or•
r Deorr Masonite
International Corporation April292002Our
comm-9 MOO— DI POGO •^,"Mrnl mates swi icalans. aeslan ana wmi c1 dead
sublm to cWp w,W M."
XX
Glazed Inswing Unit
S. COP.WL-MA0142702
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
a0an oo xt:.
404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series
Series
CERTIFIED TEST REPORTS:
CTLA-805W-2
Certifying Engineer and License Number: Ramesh Patel, P.EJ20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame, constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY. STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Oak raft ARk EK"
11011.1 NmeT.-d E:perea.r E,.u, Odor+
April 29.2002
Ou, continu,np Dropram or product im Drovemenl makes specifications. design and product
detail suoltel to change *'Iho d nol4e.
E.l1 ur•ely rio•.
PREMDalzI..., i:,El Ci
or•
Masonite International Corporation
7
XO or OX
Glazed Inswing Unit
APPROVED ARRANGEMENT:
r COP:WL=MA0143.04 £;I
FIBERGLASS DOORS
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 6'8".
Single Door with 1 Sidelite
Maximum unit size = 6'0' x 6'8"
Design Pressure
52.0/-52.0
Limited water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national,
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or
MAD-WL-MA0006-02 and MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02.
APPROVED DOOR STYLES:
1/4 GLASS:
00 00 °® 00
00 00 D U 00
100 Series 133. 135 Series 136 Series 822 Series
1/2 GLASS:
n n
00 00 00 0n 00 00
105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series
Series'
This glass in may also be used in the following door style: Eyebrow 5-panel with scroll.
OaAR K kraft E'- r..,
n.<, r
iurta F:cs ss 6n'rev unrrus w,•T. .aF—glanDlnrD— Apul
29. 2002 0ur
Fan,ncm of a100u11 ma—emenl mares SaCULcal Ons, aes,un ana P-,- aaun
suDieu ie c•^.anpe +.nnom noece. F.
eluFvery r / Masonite
International Corporation
COP-WL=MA0143.02.
Glazed Inswing Unit
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
0 DO
404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series
Series
APPROVED SIDELITE STYLES:
129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series
24R. 24L Series
CERTIFIED TEST REPORTS:
CTLA-805*2
Certifying Engineer and License Number: Ramesh Patel, P.E./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY: STA7E
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
J f / &EX 5
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
O akcraff AR k EK
rnr[r. .:a.v [vrKr unue.. no•.T..e.rw rs..r,,. Eau., Doo..
April 29. 2002
0" command propnm or p.oaua p. emem makes spebrrcmans.Oevon me proeucr
303, s.aen 10 cnanoe ..nhour nonce
E n<I.•v <ly r u.
M asonite International Corporation
OXO t I r
Glazed Inswing Unit r
FIBERGLASS DOORS
APPROVED ARRANGEMENT:
C, O rr iJ Z: a
0 5
a Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 37 x 6'8".
Single Door with 2 Sidelites
Maximum unit size = 9T x 6T
Design Pressure
52.0/-52.0
Limited water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national,
state or local building codes specify the edition required.
MINIMUM ASSEMBLY. DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or
MAD-WL-MA0007-02 and MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02.
APPROVED DOOR STYLES:
1/4 GLASS:
00 00 00
00 00 00
100 Series 133. 135 Series 136 Series 822 Series
1/2 GLASS:
n
00 00 00 00 00 00
105 Series 106. 160 Series' 129 Series' 12 R7L, 23 R/L, 24 A/L 107 Series' 108 Series 304 Series
Series'
This glass kit may also be used in the following door style: Eyebrow 5 panel with scroll
Oak raft AR k EK'
4
1 `IULIttrLAS\ l: N'1'N 1' U0111t1 Non Te.w.W iiEe.EYu Enur Does r,'M/Y
l L'1 VI J. '/ i. JJ
April 29. 2002
p.a mminumg MUOram dr prddu[t ..,.,emenl ices ipttdkatron,. Oevgn and 010duct
1+ O...i y Oee.•
Mason ite International Corporation
det)J supleci to ~ffe font ut ndUu.
r: ; COP-WL=MA0144.02 ...
Glazed Inswing Unit
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
s
f
1311
b
404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series
Series
APPROVED SIDELITE STYLES:
129 Series 200 Series 12R. 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series
24R, 24L Series
CERTIFIED TEST REPORTS:
CTLA-805*2
Certifying Engineer and License Number: Ramesh Patel, P.E./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE OCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Oak raft AR EKr'
1. r.:r r.•r•r.n
I IULN(:L ASS 111'1., 00095 t-T•.ur.< EiIwNu Emr, Dow.
April 29. 2002
Om cominumg Program of Orpducl i DFOm mcnt make, specifications, de4gn and prodacl
detail suhlecl to change wilhoul notice.
E •.w,i.d, I,om
Masonite International Corporation
I
OXXO
Glazed Inswing Unit
APPROVED ARRANGEMENT:
C0NWL-MA0145 02
FIBERGLASS DOORS
r'
6 Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 6'8+'.
Double Door with 2 Sidelites
Maximum unit size = 12'0- x 6'8-
Design Pressure
52.0/-52.0
Limited water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national,
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or
MAD-WL-MA0008-02 and MAD-WL-NMA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02.
APPROVED DOOR STYLES:
1/4 GLASS:
00 00 00
00 00 00
100 Series 133. 135 Series 136 Series 822 Series
1/2 GLASS:
n a 0 ° C
00 00 00 00 00 00
30
105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series4 Series
Series'
This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll.
O ak raft AR k E C'
FJ1JLX ..
n 'rcalul—
I 1Ill Nt;L:\1.1 LI+'1'1t\" UUOMS L+unit r—rl+++Envr Door+ p
Masonite International CorporationApril29.2002
our c 1n ,ng dloonm or groducl -olovemenl D 11 sotUbcAr . devgn and woducl
dMll SYl ^11. cWv .0.0 nd1_
OXXO
Glazed Inswing Unit
COP-WL-MA0145.02a
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
all on
404 Series 410 Series 109 Series 114, 120, 122, 152 Series 149 Series 300 Series
Series
APPROVED SIDELITE STYLES:
77
yy4
129
Series 200 Series 12R, 12L, 2313, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R,
24L Series CERTIFIED
TEST REPORTS: CTLA-
805W-2 Certifying
Engineer and License Number: Ramesh Patel, P.E./20224 Unit
Tested in Accordance with Miami -Dade BCCO PA202. Door
panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated
lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood
composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass
mounted in a rigid plastic lip lite surround. Frame
constructed of wood with an extruded aluminum threshold. PRODUCT
COMPLIANCE LABELING: TESTEDIN
ACCORDANCE
WITH MIAMI-
DADE BCCO PA202 COMPANY
NAME CITY,
STATE To
the best of my knowledge and ability the above side -hinged exterior
door unit conforms to the requirements of the 2001 Florida Building
Code, Chapter 17 (Structural Tests and Inspections). J.
f / &Eq - State
of Florida, Professional Engineer Kurt
Balthazor, P.E. — License Number 56533 Oak
raft AR 4 EKe N.. .
r
r"
t K. Ln.I .l Lf I s't+o,..T..w.e ia"r,.0 E.,v, Oror. April
29.2002 U"
c0nmwm0 P,Z.. or 9,00u0 enpr em N makes sDenlKatroni. Eesipn an0 p.o0uct dMil
su01t01 10 Cr,appe -0001 .0"Ce. rruf
rrery born M
asonite International Corporation
XX
Glazed Inswing Unit
8'0" FIBERGLASS DOORS
APPROVED ARRANGEMENT:
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 8'0".
Double Door
Maximum unit size = 6.0- x 8-0-
Design Pressure
40.0/-40.0
Limited water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national,
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and
MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02.
APPROVED DOOR STYLES:
1/4 GLASS:
Dm
an
an
822 Series
1/2 GLASS:
O ak raff AR, EK'
1:11ILRGLA.SS LI+'[;l DOORS rvw.T..e.•W ia».N,u Em.E Oowr
April 29. 7002
Ow ConbnV.nC .1nogran' of DrDdud fm Dne.emenl makes SrRti ¢ANns. design and DroOucl
de1Ld S,DICCl 10 change w000 n0b[t.
108 Series
c1u li..lY I.om
I - sonite international Corporation
XX COP M MA0147.02
Glazed Inswing Unit
810" FIBERGLASS DOORS
APPROVED DOOR STYLES:
FULL GLASS:
0
870 Series 852 Series 300 Series
CERTIFIED TEST REPORTS:
GTLA-805W
Certifying Engineer and License Number: Ramesh Patel, P.E./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY. STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
EX 5
J - '
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Oak raft AR k EK`°
w.,.a- ... r<.I .<a
I IUL. 1; L.\.\.i Ln l.I
No.^iY.wW{4rQau Emil Ooo•Y
April 29. 2002
Our cominwnp plognm of product -n,oY ,N —kes spailic 10M. pevgn .n0 0,.d.1
eaai, snoiea 10 change imow nonce
E.d..i..lr t,.m
I-sonite International Corporation
XO or OX
Glazed Inswing Unit
APPROVED ARRANGEMENT.
t;iCOP WL=MA0148 02
810" FIBERGLASS DOORS
5x
o
O`..
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 87.
Single Door with 1 Sidelite
Maximum unit size = 67 x 8'0-
Design Pressure
40.0/-40.0
Ijmited water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national.
slate or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or
MAD-WL-MA0006-02 and MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02.
APPROVED DOOR STYLES:
1/4 GLASS:
MM
00
822 Series
1/2 GLASS:
a0
00
4
108 Series
04 Series
clmirely lienOakraftAR1Effx
rlil r:wra.n. evrev ur nes r+...a....w o.e..p..s c.,..r
Alml29.2002
Masonite International Corporation
quw conoowng olo4 ao1 0l WOMI movenmm mats soeuncalans, oesro^ a a mon u
0ne.l SuUI11110 Ct 3. gt wilfWul uUle.
Glazed Inswing Unit f
8'0" FIBERGLASS DOORS
APPROVED DOOR STYLES:
FULL GLASS:
810 Series
300 Series
APPROVED SIDELITE STYLES:
0
450 Series 852 Series 810 Series 300 Series
CERTIFIED TEST REPORTS:
CTLA-805W
Certifying Engineer and License Number: Ramesh Patel, P.E./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED 1N
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
clTv, stare
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
ME "NW44 1
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Oak raft AR k EK'-
1=tULN(:LASS LN'rit' De )N 1aw.T..e.nO fAwahu Env, Dow.
April 29, 2002
Our continuing program of proaucf hnruo, mend makes specifications. design and Droduct
am, suhiect to change ..nnouf nscr.
r.0-t.dr f.om
m Du. r Doa..
Mason te International Corporation
OXO
Glazed Inswing Unit
APPROVED ARRANGEMENT:
0
o
ry: COP WL=040149 02.;.= t.
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 8'0".
Single Door with 2 Sidelites
Maximum unit size = 9'0" x 8'0"
Design Pressure
40.0/-40.0
Limited water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national,
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or
MAD-WL-MA0007-02 and MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02.
APPROVED DOOR STYLES:
114 GLASS:
11111
nn
o0
822 Series
1/2 GLASS:
Oak raft AR 4 EK" w•,..,,L ..:. n, Jv a. urc.l
IAUERGLA I L:N1 Mli'MIIt.1 Non-T.—dF-0.., Envy D D. April
29. 2002 our
connnumg pfog nm of makes SptOLGigns, oeAgn and product detail
subiecl to change without 101 ice. a
108
Series F+[
Iv.irrrY from T
o.. I -
sonite International Corporation
OXO
Glazed Inswing Unit
APPROVED DOOR STYLES:
FULL GLASS:
4 .5
810 Series
APPROVED SIDELITE STYLES:
yCOP1fVLMA0149 02:
I a e :a,
300 Series
N a
ems;
450 Series 852 Series 810 Series 300 Series
CERTIFIED TEST REPORTS:
CTLA-805W
Certifying Engineer and License Number: Ramesh Patel, P.E./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
IState of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Oak raft ARkEW
wood. ea+n '1'<,lur<d
FIDERGLASS EN"I'Ry o..Ns N Te.ewed END &E ,En De
April 29. 2002
Ow commming Dlogram of Dlnducl im Dro emeol makes Soecilicalions. design and DloduCl
delad suDlecl to change w00ul nolice.
r,awl.dr r.om
Masonite International Corporation
OXXO
Glazed Inswing Unit
APPROVED ARRANGEMENT:
t..
O
O
n
n
COPWL MA015002-
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 8'0".
Double Door with 2 Sidelites
Maximum unit size = 12'0" x 8'0"
Design Pressure
40.0/-40.0
Limited water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national,
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or
MAD-WL-MA0008-02 and MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02.
APPROVED DOOR STYLES:
1/4 GLASS:
MM
00
00
822 Series
1/2 GLASS:
a
00
404 Series
Oak rau c .I
ft AR 4 EW1cal
I'IULN(L.\11L1`r I MI"U(11IN1 E'br`Te.e.r.E EAerE1•u Envl Upon
April 29. 2002
Our com numq grogram of Drodutl norovcmem maEes sgttNicalgns. design ano Dro0ucl
devil suDleGl to [Dangt wi1D0u1 n0lrct-
F]
108 Series
F •rluiively 1rOm
PREM a —11..
o.• Y Ooen
Masonite International Corporation
0XX®
Glazed Inswing Unit
APPROVED DOOR STYLES:
FULL GLASS:
10 Series
COP WL MA0150=02' .'
300 Series
D1 • 40
APPROVED SIDELITE STYLES:
REA
450 Series 852 Series 810 Series 300 Series
CERTIFIED TEST REPORTS:
CTLA-805W
Certifying Engineer and License Number: Ramesh Patel, P.E./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Oak raft Alf EW
11111 L RC LASS LN'r 11y nnnwt—Te.—dF—g—Envy Door
April 29. 2002
Our C0.1. wup 0,0g m of , Cun u^D•Ovemenl TdktS SpeCilKdl qnS. d,,ign 2.d pr00VLt
Mai, S0,11110 CNd Qe wllnool._
E.elur r<F Iron
o. . 000rr
Masonite International Corporation
XX
Glazed Outswing Unit
APPROVED ARRANGEMENT.
0
0
d. XI Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 6'8".
Double Door
Maximum unit size = 6'0" x 6'8"
Design Pressure
55.0/-55.0
Limited water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national,
state or local building codes specify the edition required:
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and
MAD-WL-MA0041-02-
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02.
APPROVED DOOR STYLES:
1/4 GLASS:
no 00 oa
00 00 o0
100 Series 133, t35 Series 136 Series 822 Series
1/2 GLASS:
n a M M
00 00 00 00 00 00
105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series' 108 Series 30e Series
Series'
This glass kit may also be used in the following.door style: Eyebrow 5-panel with scroll.
Oak raft AR k EK'
ruruHr.LAs.<L;.rHy unuH,
April 29.2002 Masonite International Corporation
Ow rommmng a.ognm of p.advtl rcno.ovcmcni makes soeubcatgns, desipn and Product
aerai wbieci to mange wanoui nonce
XX
Glazed Outswing Unit r
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series
Series
CERTIFIED TEST REPORTS:
CTLA-805*2
Certifying Engineer and License Number: Ramesh Patel, PE./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTEDIN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Oak raft AR q EK"
I:IDLN<;LASS L: I' Rl .0—S rbw-T•.wreE fO«r."Env, Doen
April 29. 2002
Our conlm ,Pq program of product /nprovemenl makes SMI"CalionS. des,01 and oroduct
dnld l SUpleff to mange -wo n01-
Garunreiy r.om
PREME : r.&,I:, Q .
Masonite International Corporation
AX
Glazed Outswing Unit
8'09' FIBERGLASS DOORS
APPROVED ARRANGEMENT:
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 8'0".
Double Door
Maximum unit size = 6'0" x 8W
Design Pressure
47.0/-47.0
Limited water unless special threshold design Is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national.
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and
MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02.
APPROVED DOOR STYLES:
1/4 GLASS:
MM
00
00
822 Series
1/2 GLASS:
0
00
404 Series
Oakg,raft AID k ECr
VIULIt(:LASS LNTKY DOORS nw T—d Fier— Envy Dew+
Apnl 29, 2002
nut conlmwnp 0ro9- of ploouct •npr--1 maxis pr00uc1
W< ,, 0-21 wi b-1 n01-
108 series
E.(vl1v<iY lion
Masonite International Corporation
4 3
R 5 A. KIN
4R.5T ( GA SiEFI KIN)
j
A INN. MwBVTt stll s FOR 18' W10E DOOR. BOi )
REV. NANDURETHANEADIEESiLVE°C(ALLO°Pr4GWCACRYLKya/Pnow sse cuss °a
LITEAVNUBI[ iA
i
SEE
SECTION B B) REVISIONS
DATE:
ECN NO. APPVD: IDESCRIPTION 11/
00 I — MWW OTY (1) WAS (2) FOR TRACK BOLT 20
G WN. END ml.ES ATTACHED TO DOOR HORIZONTAL TRICK SUPPORT BY SKIN
WITH PATENTED TOG- -LOG SISTEM. DOOR IH$T,LLLFR (TO SUIT) TOP.
801TOU a CENTER). NEW -
IJ
OA GALV. STEEL FUG BRA-C, f
EACH FA5IEFIEO to Wow AMA M1TN 4
C ; (3) 6/16•xl-s/6• WOOD LAD SCREWS. LISTED
RACK
Y{
Q (RACK CD---H {InN LOW HEADROOM IS If
C AVAILABLE A5 µ0pnp NEW '
C• n DOOR 1 $ HAGM
1- 2' CMLV.
siEa TRACK ]0 TRACK iHICKNE$$:.
p60' - 6 Q4QQ
1
0 1. y B -
0 88 7 LOCKP05111GN
BOnI 51DE5)
OO 1YP, ACK '-
12BRAG GA fMLV. IDEA TRACK BRALKEf. I TW0POINTCflCKIHO (t) TFACK BRACKETS PER 90E. 1 MREPORT#9606C
wR TDP
BRA KE s :4
TDOtU°
CB1E HORIZONTAL A/,) J'
x 20 GA U-BAR$. i U-
BMS W A 2 PATTERN (I{,
iW0 U-BMS r^r__ HEl -vim iV ONBOTTOMSECiWN. ONE U-
BARS ON NEXT SEC'.. ETC.)
I LOCATION
Of
L.S/8' SHEET METAL SCREWS OPfgNAL VENTS
A .OPTIONAL OUTSIDE
KEYED LOCK POW" MAX. DOOR
WIDTH . 16'-0' W- SIDE
Qn AnONC O C I/
4'.
J/t' SE NOTE TApPWOSCRREWS,
DOORS UP
to 5 k JILR ATTACH ENT (W000 fR A'f 9_LILMtiy 14 .A ND HINC c III f INTER F ITT HIH('F 0 0' MIGN CONSIST OF ((a) SECTcINS (SHOWN)). FRONT FRAME WIiN U.V. I/2 xJ LID $CREWS OF1 19 CENiFAS. 1' 0.0. NIN. NEW "B• NEW •C• DOORS OVER7'-0' NIGH CONSIST OF (5) SECTIONS NOT SIOM4 WASHER REWIRED. LMI SCREW$ WT BE COIJNIERwNK COATING ONOUTSIDESURFACE (BUT NOT
REWIRED) TO PRONDE A FLUSH MOUNTINGSURFACE. HORIZONTAL J4M8SDONOTTRANSFERLOAD, STOP MOULDING BY ODOR INStALLER (TO SUIT) y D
2x6 YELLOW FINE JAMB 20 GA. MIN. GALV, STEEL ENO STILE 2' THICJ(
S$B
CLASS OR 9PIIONAI 10 cCREW MOLDED INSOE
I/8' ACRYVC ATE WiN 1F z0 GA
GALV. STEEL INTER. STILE 25 G
YIN. 51EEL ATE RETAINER SECTION R-B SKIN COATED
WINI C-4 /BvJ/t' PµHERO SCREW Mod', BRAd(EiSIF °A GAIV SREL TRACK 0 MIN. (10 SCREWS
PER LJ1E) AS1EIEp TO M\"100 ,WIBf GLVµ111NG. BAKED -ON PNIMER, J 8
xA SLEEVE M10OR5 ON 21 CENTERS (C-90 WITH ONE 5/16•xl-5/B' UO SCREW AND ATTARUPOLYESTERBIOCN) OR M' CENTERS (2.DoO PSI YW. CONCRETE) OR PER TRICK BRACKET. LOP CSIDµFREE TO BOTH SNAP LATCH ENGAGES I/4•x4 TAPCON ` 17-I/2' CENTER$ (2,000 7/I6'
I.D. RWN° PJ$NN i SLOES Di
STEEL SKIN. 12 GA GALV. STEEL TOP ONTO VERTICAL TRACK. PSI YIN. CONCRETE). WASHFJTS INCLUp WRH FASTENER (ONE PER ROLLER) ROLLER BRACKET' EACH ONE SWW UTCH ON SLEEVE ANCHORS, 1' 0.0. MIN WASHER REWIRED 18 CA CILV. STEEL CENTER HINGE BRACKET ATTACHEDW/(1) WRH TAPCONS..WCIgRS MAY BE COINlRRSUNK 2• CMLV, SREL 7RACK'fAS1ElED TO FASTEN D TO INTER $TILES W ) INTER. STILEEACHSIDEOFDOOR, T4 Gl GALV. STEEL ROELER HINGE [ ( SHIP UPJOINTS. IaS/8' $MEET METAL (BUT NOT REWIRED) TO PROViOE A FLUSH 12 Gl GALV. STEP, TRACK BRACKETS. FASTENED TO ENO STILES EACH W/a) /ItxS/8' SHEET METAL SCREWS. EWS. YWMINGSURFACE. HORIZONTAL JAMBS 00 Not ERrtrX ATTACHED TO EWH BRAd(ET /14.5/8' SHEET METAL SCREWS ANO TRANSFER LAID. WRH ONE t/4'.S/8' BOLT a NVT (4) 1/1•xJ/4' SELF TAPPING SCREWS PER ENO HINGE. OUTSIDE KEYED - OR TWO I/4' OIA RIVETS. 14 GA
GE. STEEL HANDLE END
HINGE.
EACH END ENO
STILE STILE
T• OIA SHORT STEM, IO BALL STEEL ROLLFF. FASTENED roENDINTER, ,MALE .
EOLUIC.
RAnrw STILES W/(4) I14.5/6' STILE 1'.BEPARADON OF MARK WESZERfIEID. P.E. IALSICET MMEEfTALSCREW$ INSIDE µµOM: SE4710H C_C TLOItIUA P.E. /48a95 3' GAIUSa (4) 1/4'.3/4• SELF NORiN CMUUNA
P.E.. /2J6J2 MI G. (0 S STEEL tAPPV4C SCREWS. DUISIOE KFYFn ln-N LOCK Bµ
IN, YEILO $1RAIG M: 5O KSI SNAP TAT AI mr OPBON EIx.AGES IN - OUTSIDE ) TRACK ON
EACH SIDE S
Iw L gE°/iNE RESpON51 TMLIIEYSUPPORTING RAL ETJENR DESIGN LOADS: +24.0 PSF & —24,5 PSF L J 'ALLx20GA. G V. S EEL u-ens END RµOLE TEST LOADS: +36.
0 PSF & —37.0 PSF IN A 2-1-2-I PATTERN (ICE. iW0 U-BAR$ _U SLIDE BOLT 0<
DOOR. RECORD FOR THE BVICDING OR STRUCTURE µ0 W ACCORD-CE OE BOROM SECTION,
ONE U-flW W NEM LOCI( ENGAGES WITH CURRENT BUILDING CODES FOR ME LOWS LISTED ON T WITH EtC.)). EACH V-BW ARWNEO rp VERTr.AL THIS oRAwiNc' sr KO s ).
PART NO.: — W1T11 1/a'xJ SELF TIPPING SCREWS TRWN. ONE A 6AI LOCK ON TOLERANCES
RAN OEN.
rWlaeIDEAL
PER mLE
LOGTIOFI.
EIDH SIDE ConrM4nllal/
Prop141ary 'rlrmrglJWl 312 Walnut SL SAIe 16W a 41lPAY euLpNc
PRDIXActs m. TOLERANCES aro Clndnnati. OH 45202 DOOR. °p"'OMidTel.
NO, 1-
513-381-4800 SLSI147Lf A -A (4DE vtEw) °i °1doa4' ii°. eRt Fw4.a .0 - f.03 4 At Belli ornar,L Fax No, 1-513-762-3519 L4LK O TL11iEOLI +1IIwu4t Rwalw, aMIAwAAa ,DO = t.015 `IJ u GAL'. STEEL BOTTOM BRACKET. / 1" C0A L F.-. 1a DESCRIPTION: MODEL 6R5T W4 16-0 x 8-0: 24 ATTACHED WITH (2) 114-5/8• SHEET METAL SCREWS, 'N' N"K' ^aY nwn ' .00O . t,OOS /-24,5 DESIGN LOAD IMWty ra °"'' DRAWNBY: 8MM
AL EMRUSOH /y / Z b.»,
x.,,
Au,y IN...nwW. .0000 = t.001 DATE: a/18/00 SCALE: TUTS DWG. D e NNtt wEATHERsmly, / C - O1 Oe reeSt.s = t
I 2' L ThirdAngle UTINIS,
q / CHECKED 8Y:
Mww
DATE: 4/18/00SHEET 1 OF 1 S1ZE Projection + DIMEN5ION$QAREVIN WCHES. DWG. NO.: 102 T38 4 REV, NO. I IjC B w
a
MODEL: 6RST (25 GA STEELL SKIN)
MODEL: 4RST (24 GA STEEL SKIN)
ATTACHED W/ i00 )Lf LOC M((TOPT&580
AND URETHANE ADHESIVE (AL Z7NG CENTER)
L
i
h
1
LOCATION OF
eO
3
OPTIONAL DSB GLASS OR LISTED
U1 8 ACRYLIC LITES AVAILABLEEESECTIONB-B)
20 GA MIN. END STILES ATTACHED TO DOOR
SKIN WITH PATENTED TOG-L-LOC SYSTEM
A TOP, BOTTOM & CENTER).
s N
REPORT#96C6C
25 QA. MIN. GALV.-/
LOCK POSITION
BOTH SIDES)
STEEL SKIN COATED
WITH A BAKED -ON PRIMER,
TWO POINT LOCKING AND A 13AXED-ON POLYESTER
TOP COAT APPLIED TO BOTH
SIDES OF STEEL SKIN.
OPTIONAL VENTS '-•-e'- A
OPTIONAL .OUTSIDE KEYED LOCK POSITION
MAX. DOOR WIDTH 9'0'
j14x5/8" SHEET METAL SCREWS
ONE 3' TALL x
20 GA. U-BAR (50 KSI)
PER DOOR SECTION. END SLIDE BOLT
STILE LOCK ENGAGES
INTO VERTICAL.
TRACK. ONE
LOCK ON
EACH SIDErlOFDOOR.
INSIDE S ID BO T
LOCK OPTION
0 NOTE 1:
DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN), DOORS OVER T-0" HIGH CONSIST OF (SSSECTIONS (NOT SHOWN). 00
O
1/
4'x3/4" SELF TAPPING
SCREWS. 4
CA. ENO HINGES 18 GA. INTERMEDIATE HIN VIEW '
BVIEW 'C'C. 2x6 YELLOW
PINE JAMB 12 GA.
GALV. STEEL TRACK BRACKETS FASTENED
TO WOOD JAMB WITH ONE
5/16'0 -5/8' LAG SCREW PER TRACK
BRACKET, 2" GALV.
STEEL TRACK FASTENED TO 2 GA.
GALV. STEEL TRACK BRACKETS. TRACK ATTACHED
TO EACH BRACKET WITH ONE
1/4"x5/8" BOLT & NUT OR TWO
1/4" DIA. RIVETS. 2 1
REVISIONS REV.
N0.
ZONE: I DATE: ECN NO. APPVD: DESCRIPTION 1 I
A4 1 11/00 - I MWW. I QTY (1) WAS (2) FOR TRACK BOLT 2' THICK
3" TALL U-BAR 20 GA.
GALV. STEEL 3 1-
7/
88. 1 16
C,
GALV. STEEL TOP ROLLER BRACKET.
EACH BRACKET ATTACHED
W/0) 114x5/8'
SHEET METAL SCREWS. SHIP
LAP
JOINTS. 14 GA
GALV. STEEL ENO HINGE.
EACH FASTENED TO
END STILES W
A4) /14x5/8" SHEET 1 /4T4, i3/54CR SELF TAPPING SCREWS.
3' TALL
x 20 W GALV. STEEL tl-
BVt. ONE U-BAR PER SECTION.
EACH U-BAR ATTACHED WITH TWO
1/4'x3/4' SELF TAPPING SCREWS PETi
STILE HORIZONTAL TRACK
SUPPORT DOOR INSTALLER (
TO S 13 GA..
GALV. STEEL FLAG BRACKET. EACH FASTENED
TO WOOD JAMB WITH 3) 5/
16"xi-5/8" WOOD LAG SCREWS. N-QLE:
DOUBLE TRACK TRACK CONFIGURATION
LOW HEADROOM IS S AVAILABLE
AS AN OPTION DOOR HEIGHT "
L"
2" GALV.
STEEL TRACK, 6-6 70 7 76
L' MIN.
TRACK THICKNESS: .060" _6 " x 8 -
0
88 i TYP.
2-1/2"xl2 GA. GALV. STEEL TRACK BRACKET. O 4)
TRACK
BRACKETS PER SIDE. LOCATION, LHR
TOP
BRACKET Li DOUBLE
HORIZONTAL TRACK FRONT
FRAME
WITH U.V. COATING ON
OUTSIDE SURFACE DOUR 7RA
VERTICAL JAMB
ATTACHM NT 4WOOD ERAS. B I OIN ) 13 CA T• STEEL BOTTOM L_QW HEADROOM OPTION BRACKET. 1WITHTWO1/2 LAGSCREWSON24CENTERS. 1" O.D. MIN, jux5/8 $HEET HEFT METAL. SCREWS, WASHER REQUIRED. LACSCREWSMAYBECOUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A (LUSH ALUMINUM EXTRUSION SSB CLASS OR OPTIONAL 10. SCREW MOUNTING & WNYL. WEATHERs1Rw1/
8" ACRYLIC UTE WINDOW LITE SURFACE. HORIZONTAL JAMBSDONOTTRANSFERLOAD. SECT STOP MOULDING BY
DOOR INSTALLER (TO SUIT) 20 GA- MIN.
GALV. STEEL END STILE 20 GA. GALV.
STEEL INTER. SECTION A -A (
SIDE VI ) ION B-B VFRTIC4L JeMB A7TACHMENT (
C-90 BLOCK OR b8x3/4' PAN HEAD SCREW 10 SCREWS PER
LITE) 2.000 PSIMIN. CONCRET .0 O MOLDED INSIDE END 3/8 "z4'
SRS CE SLEEVE ANCHOON 2M1 TERS (BOTH LITE RETAINER STILE OR 1 /4'Ox4" IM
TAPCONSCREWSON24' CONCRETE) 2 000PSIMIN. CONCRETE). WASHERS INCLUDED WITH
SLEEVE ANCHORS, I" O.D. MIN.
WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK
INTER. STILE BUT NOT REQUIRED) TO PROVIDE A
FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT
TRANCFCD Inxn 18 GA. GALV. STEEL
CENTER HINGE.
FASTENED TO INTER. STILES W/(4)
14 GA. GALV. STEEL ROLLER HINGES
d14x5/8 SHEET METAL SCREWS, FLASTENED TO ENO STILES EACH W/(
4) 4)4x1/48x3/4 S LET
F TAPPING SCREWS SCREWS PER ENDHINGE. PREPARATIONOFJAMBS By OTHFgS —2-
DIA. SHORT STEM, tO BALL STEEL ROLLER. JAMB CONFIGURATION / S CTION - NOTE THE
DESIGN OF
THE SUPPORTING
STRUCTURAL ELEMENTS SHALL DE THE RESPONSIBILITY OF THE
PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE
AND IN ACCORDANCE r WITH CURRENT BUILDING CODES FOR THE
LOADS LISTED ON MARK WESTERFIELD. P.E. THIS DRAWING. FLORIDA P.E. #48495
NORTH CAROLINA P.E. #23832 3
OUTSIDE KEYED HANDLE INTE LATCH
ENGAGES
STIL VERTICAL
TRACK.
SNAP
LATCH ON SIDE
OF DOOR.
OUTSIDE HANDLE END
STILE INSIDE HANDLE
QQTSIDF
KEYED
LOCK
SNAP
LATCH IQQK
OPTION owne.,,rol/
nroAn.io.y nro.
ma;ae Unleaa Staled OLherwife a CLGPAY SUWNG PROOLc CO. TOLERANCES
ere H aonleNe4 h.rNn a,e
may na 0 t.03 ewd. woad', e.
I,aJA.eewuHyodorc .e. Eoixre
to 00 m 1.0I5 car tw 000 m t .005
leaf ....wun a.'9rr.e,,an4
0000 s t.001 Degrees 21/2J Third Mgle Projection + -
e VnIStaled OHheiaeDIMENSIONS
ARE ININCHE LOCK BAR ENGAGES
IN TRACK ON EACH
SIDE OF
DOOR. 0
i ID
KEYED LOCK
LOCK BAR
LQCKIN DESIGN LOADS: +25.0
P.S.F. & -
32.0 P.S.F. TEST LOADS: +37.5 P.S.F. & -
48.0 P.S.F, oRxaw_ ow.Nmcs .Ac vr1Nn N euc
IDE'AL 312 Walnul 5l Sute 1600
Cincinnati, OH 45202 Tel. No. 1-513-
381-48C0 alknumm
OaIfUL Fax No. I-513-762-
3519 DESCRIPTION: MODEL 6RST W4 9-0 x
8-0: +25/-32 DESIGN LOAD DRAWN BY: BMM DATE: a/18/00
SCALE: NTS DWG. R CHECKED BY: Mww DATE: 4/18/00SHEETIOFISIZE1__) DWG. NO.: 102137 REV. NO. 1 ORANGE'
c Div, IN C C V
MmiTek`
MiTek Industries Inc.
15 Nod Outer Fogy Dtive, Suite 3H
Chesterfield, MO 631111
USA
March 3, 2003
The truss drawings referenced below, have been prepared under my direct supervision based
on the parameters provided by Accu Span truss Company using MiTek 20/20 software.
Pages or sheets covered by this seal : I4544572thru I4544594. Total : 23 drawings.
Job :DR2879E ` '--
Builder :D.R. HORTON
Location :STANDARD MODEL 2879, ELEVATION E C
County :SEMINOLE ai - 10
Truss Engineer :Junaidie Budiman, PE # 45161.
Address :14515 North Outer Forty, Suite 300
Chesterfield, MO 63017
This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the
Florida Board of Professional Regulation.
This package include: 1) 23 Truss drawing.
2) Truss Index.
March 3, 2003
Junaidie Budiman, PE
The seal on these drawings indicate acceptance of professional engineering responsibility
solely for the truss components shown. The suitability and use of this component for any
particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2.
TRUSS INDEX OF JOB DR2879E
Trusses included=23
0,"\DR2879E\a.tre" 14544572
1-,"\DR2879E\a11a.tre" 14544573
2,"\DR2879E\a7a.tre" 14544574
3,"\DR2879E\a9a.tre" 14544575.
4,"\DR2879E\ag.tre" 1.4544576
5,"\DR2879E\c1.tre" 14544577
6,'1DR2879E\cg.tre" 14544578
7,"\DR2879E\cg2.tre" 14544579
8,"\DR2879E\cgab.tre" 14544580
9,"\DR2879E\cs.tre" 14544581
10,"\DR2879E\fg.tre" 14544582
11,"\DR2879E\jare" 14544583
12,"\DR2879E\j1.tre" 14544584
13,"\DR2879E\j3.tre" 14544585
14,"\DR2879E\k.tre" 14544586
15,"\DR2879E\k1.tre" 1 4544587
16,"\DR2879E\I.tre" 14544588
17,"\DR2879E\11.tre" 14544589
18,"\DR2879E\m.tre" 14544590
19,"\DR2879E\m1.tre" 14544591
20,"\DR2879E\s.tre" 14544592
21,"\DR2879E\sl.tre" 14544593
22,"\DR2879E\s3.tre" 145445§4
ICI "'
via
V
No.4-
516100r
rSTATEOF ,r
March 3, 2003
WARNING - VerVy design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE.
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be
Installed and loaded vertically: Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSO.89 Bracing Specification, and HIB-91
Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719.
F
Symbols
PLATE LOCATION AND ORIENTATION
13/4 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
0
Er
0
For 4 x 2 orientation, locate
plates 1/8" from outside edge of otrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
0
cr
0
U
a
0
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
Mrfek/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®
TM
PANEL
CLIP
FORM018,
019 oa'N6-nuu. 'D HYDRO-AW O Failure
to Follow Could Cause Property Damage
or Personal Injury 1.
Provide copies of this truss design to the building
designer, erection supervisor, property owner
and all other interested parties.. 2.
Cut members to bear tightly against each other,
3.
Place plates on each face of truss at each joint
and embed fully. Avoid knots and wane at
joint locations. 4.
Unless otherwise noted, locate chord splices at /
4 panel length(+ 6" from adjacent joint.) 5.
Unless otherwise noted, moisture content of lumber
shall not exceed 19 %at time of fabrication.
6.
Unless expressly noted, this design is not applicable
for use with fire retardant or preservative
treated lumber. 7.
Camber is a non-structural consideration and is
the responsibility of truss fabricator. General practice
is to camber for dead load deflection. 8.
Plate type, size and location dimensions shown
indicate minimum plating requirements. 9.
Lumber shall be of the species and size, and in
all respects, equal to or better than the grade
specified, 10.
Top chords must be sheathed or purlins provided
at spacing shown on design. 11.
Bottom chords require lateral bracing at 10 ft.
spacing, or less, if no ceiling is installed, unless
otherwise noted. 12.
Anchorage and/or load transferring connections
to trusses are the responsibility of others
unless shown. 13.
Do not overload roof or floor trusses with stacks
of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional engineer.
15.
Care should be exercised in handling, erection
and installation of trusses. 1993
Mitek Holdings, Inc.
Job russ russ I ype ty I y DR H
14544572
DR2879E A ROOF TRUSS 20 1
Job Reference (optional)
A=U-S-T LONGWOOD, .000 s Feb 6 20 3 iTek Industries, Fn—c77hu Feb Z/ 11,03:57 2003 Page 1
1-0-0 6-0-12 11-7-0 17-1-4 23-2-0
1-0-0 _` 6-0-12 5-6-4 5-6-4 :6-0-12
Scale = 1:41.3
4x6 =
4
6.00 F12
2x4 \\ 2x4
3
5
6
2
Io
3x4 = 8 7 3x4 =
3x4 = 5x6 =
7-10-13 15-3-3 23-2-0
7-10-13 7-4-5 7-10-13
Plate Offsets ( ,Y): [ 1
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.48. Vert(LL) -0.07 8 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 >999
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 6 n/a
BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 105 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-6 oc purlins.
BOT.CHOKaD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 6=1075/0-3-0, 2 =1 166/0-4-0
Max Horz 2=167(load case 4)
Max Uplift6 = -481 (load case 5), 2=-560(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=17, 2-3=-1693, 3-4=-1469, 4-5=-1473, 5-6=-1699
BOT CHORD 2-8 =1502, 7-8 =1031, 6-7 =1508
WEBS 3-8 =-351, 4-8 = 529, 4-7 = 536, 5-7 =-357
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 481 lb uplift at joint 6 and 560 lb
uplift at joint 2.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Dr ve
Suite 300
Chesterfield, MO, 63017
Cert.#6634
r rti
WARNING - Ver{ fy design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE.
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be iwim Pall
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer -.not truss
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91
Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohlo Drive, Madison, WI 53719. II Tek°
Symbols
PLATE LOCATION AND ORIENTATION
13/4 * Center plate on joint unless
dimensions indicate otherwise,
Dimensions are in inches, Apply
plates to both sides of truss and
securely seat.
A„
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating formal refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
J2 J3 J4
TOP CHORDS
a
ZA0 0
U
u ' ;
QO
oace 0
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
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
dinTension 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®
TM
PANEL
CLIP
FORM018,019 A"'G- , HYDRDAIR
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at /4 panel length(+ 6" from adjacent joint.)
5, Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator, General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified,
10. Top chords must be sheathed or purlins
provided at spacing shown on design,
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handing,
erection and installation of trusses,
1993 Mitek Holdings, Inc.
Job russ russ I ype ty y DR HORTONELEV.
14544573
DR2879E A11A ROOF TRUSS 1 1
Job Reference to tionaq
sFebi e n ustrleS, Inc u Feb 27 13:03:57 2003 P—ag—e
1-0-0 5-9-4 11-0-0 12-2-0 17-4-12 1 23-2-0
1-0-0 5-9-4 5-2-12 1-2-0 5-2-12 5-9-4
Scale = 1:45.9
46=
46 =
4 5
6.00 Fl2
3x4 i 3x4
3.
6
cn0
7
2 M
I1 to0
3x4 = 11 10 9 8 3x4 =
2x4 11 3x4 = 5x8 = 2x4 11
5-9-4 11-M 12-2-017-4-12 23-2-0 5-
9-4 5-2-12 1-2-0 5-2-12 5-9-4 Plate
Offsets[9:0-3-0,C)-3-01 LOADING (
psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL
30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.08 10-11 >999 M1120 249/190 TCDL
7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL
0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 n/a BCDL
10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 116 Ib LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc purlins. BOT
CHOP() 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 7-5-12 oc bracing. WEBS ' " _
2 X 4 SYP No.3 a
REACTIONS (
lb/size) 7 = 1071/0-4-0 2 =1 167/0-4-0 Max
Horz 2=161(load case 4) Max
Uplift7=-474(load case 5), 2=-557(load case 4) FORCES (
Ib) - First Load Case Only TOP
CHORD 1-2=34, 2-3=-1919, 3-4=-1341, 4-5=-1124, 5-6=-1342, 6-7=-1933 BOT
CHORD 2-11 =1624, 10-1 1 =1624, 9-10 =1124, 8-9 =1638, 7-8 =1638 WEBS
3-11 =132, 3-10=-579, 4-10=336, 5-9=340, 6-9=-595, 6-8=141 NOTES
11
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;
MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3)
Provide adequate drainage to prevent water ponding. 4)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 7 and 557 lb uplift
at joint 2. LOAD
CASE(S) Standard Junaidie
Budiman, Lic.#451 1 MiTek.
industies, Inc. 14515
North Outer Forty Dr ve Suite
300 Chesterfield,
MO, 63017 Cert.#
6634 r
ti WARNING -
VerVy design parameters and READ NOTES ON TMS AND RE VERSE SIDE BEFORE USE. Design
valid for use only with MITek connectors. This despn,is based only upon parameters shown, and Is tot an Individual building component to be Installed
and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss Bea designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility
of the erector. Additional permanent bracingof the overall structure is the responsibility of the building designer. For general guidance regarding labrloatlon,
quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling InstalllnqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, W153719. i
Symbols
PLATE LOCATION AND ORIENTATION
Center plate on joint unless
dimensions indicate otherwise,
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
For 4 x 2 orientation, locate
plates 1 /a" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MiTek/Gang-Nall Joint/Plate Placement Chart.
Numbering System
J2 J3 J4
TOP CHORDS
c2 Q
WEBS
J5
cr
0 0
VK ; O
0 0
F- a
ce c ce
O
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dinTension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
40" continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-NBEARING
Indicates location of joints at
which bearings (supports) occur.
MiTek®
TM
PANEL
CLIP
FORM018,019
HYORM41R.®.
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at /4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection,
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer,
15. Care should be exercised in handling,
erection and installation of trusses-
1993 Mitek Holdings, Inc. -
Job russ russ I ype ty y
14544574
DR2879E A7A ROOF TRUSS 1 1
Job Reference toptional)
ACCU-SPAN-TH,s Feb 6 20G3 MiTekIndustries, Inc. I hu Feb z I ij:uj:nts zuuJ Page
1-0-0 3-9-4 7-0-0 11-7-0 16-2-0 19-4-12 23-2-0
1-0-0 3-9-4 3-2-12 4-7-0 4-7-0 3-2-12 3-9.4
Scale = 1:40.8
5x8 =
2x4 11 5x8 = -
4 5 6
6.00 12
2x4 2x4
3
7
0
M
8
2LTIq1
c?
Ioo'
3x8 = 11 10 9 3x8 =
3x4 = 7x8 = 3x4 =
7-0-0 11-7-0 16-2-0 23-2-0
7-0-0 4-7-0 4-7-0 7-0-0
Plate Offsets l -1[10:0-4-0,0-4-81
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) 0.17 10 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(TU -0.23 10 > 999
BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.07 8 n/a
BCDL 10.0 Code FBC2001 1 st LC LL Min 1/defl = 360 Weight: 140 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-0-10 oc purlins.
4-6 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-9-9 oc bracing.
BOT CHORD 2 X 6 SYP SS
WEBS' 2 X 4 SYP No.3
REACTIONS (lb/size) 8 = 2140/0-4-0, 2 = 2231 /0-4-0
Max Horz 2=119(load case 4)
Max Uplift8 =-1 132(load case 5), 2=-1211(load case 4)
FORCES Ilb) - First Load Case Only
TOP CHORD 1-2=19, 2-3=-4270, 3-4=-4038, 4-5=-4301, 5-6=-4301, 6-7=-4038, 7-8=-4270
BOT CHORD 2-11 =3802, 10-11 =3662, 9-10=3662, 8-9=3802
WEBS 3-11 =-197, 4-11 =853, 4-10=797, 5-10=-769, 6-10=797, 6-9=853, 7-9=-197
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1132 Ib uplift at joint 8 and 1211
lb uplift at joint 2.
5) Girder carries hip end with 7-0-0 end setback.
6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 399.41b up at 16-2-0, and
603.21b down and 399.41b up at 7-0-0 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
Uniform Loads (plf)
Vert: 1-4=-74.0, 4-6=-154.2, 6-8=-74.0, 2-11=-20.0, 9-11=-41.7, 8-9=-20.0
Concentrated Loads (Ib)
Vert: 11=-603.2 9=-603.2
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Or ve
Suite 300
Chesterfield, MO, 63017
Cert.#6634
WARNING - VerYg design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®®®
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss
designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance
regarding tabrloatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Ouallty Standard, DSB-89 Bracing SpecHlcation, and HIS-91 A °® MHandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrio Drive, Madison, WI53719. I'o ek
Symbols
PLATE LOCATION AND ORIENTATION
1'/4 * Center plate on joint unless
dimensions indicate otherwise,
Dimensions are in inches. Apply
plates .to both sides of truss and
securely seat.
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
WIITek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dirrvension is the length parallel
to slots,
LATERAL BRACING
Indicates location of required
continuous lateral bracing.
BEARING
Indicates location of joints at
which bearings (supports) occur,
FOW019,019
J2 J3 J4
TOP CHORDS
c2 ca
WEBS
J5
cc
O - 0
V cr
O
ce c7 ce o
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTeko
PANEL
TM
CLIP
AJ` ® OfY®RD-A/R 0
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties,.
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at /4 panel length(' 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements,
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13, Do not overload roof or floor trusses with
stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer,
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job russ Truss Type ty y H
14544575
DR2879E A9A ROOF TRUSS 1 1
Job Reference (optiopinc.WuqsFebIeIndustries, Feb 27 1 age 1
1-0-0 4-9-4 9-0-0 14-2-0 18-4-12 23-2-0
1-0-0 4-9-4 4-2-12 5-2-0 4-2-12 4-9-4
Scale = 1:41.1
c
06 =
4x8 =
4 5
6.00 12
2x4 2x4 i
3
6
M6
v
7
2
1 Io
3x4 = 9 8 3x4 =
3x8 = 5x6 =
9-0-0 14-2-0 23-2-0
9-0-0 5-2-0 9-0-0
Plate Offsets ):[8:0-3-0,0-3-01
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.07 9 > 999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.19 7-8 > 999
BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a
BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 111 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-0 oc purlins.
BOT'CHOM 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 7=1073/0-4-0, 2 =1 164/0-4-0
Max Horz 2 = 138(load case 4)
Max Uplift7=-454(load case 5), 2=-533(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=17, 2-3=-1756, 3-4=-1422, 4-5=-1280, 5-6=-1422, 6-7=-1756
BOT CHORD 2-9 =1553, 8-9 =1280, 7-8 =1553
WEBS. 3-9 = -318, 4-9 = 284, 5-9 = -0, 5-8 = 284, 6-8 = -318
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454 lb uplift at joint 7 and 533 lb
uplift at joint 2.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 10
MiTek Industies. Inc.
14515 North Outer Forty Dr ve
Suite 300
Chesterfield, MO, 63017
Cort. #6634
WARNING - VerVy design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. ®®
Design valid for use only with MITek connectors. This design Is based onlyuponparameters shown, and Is for an Individual building component to be _ Installed
and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer.
Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility
of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
labrloation, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTelc® HandlingInstallinqandBracingReeommondatlonavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719.
ymb®Is
PLATE LOCATION AND ORIENTATION
11/4 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
0
For 4 x 2 orientation, locate
0
plates 1/8" from outside edge of a0trussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
Numbering system
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
0
Q
0
x
U
0-
0
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
for tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MITek/Gang-Nail 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
dirTTension 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
870040-N, 930013-N, 910080-NWEARINGWISC/DILHR
Indicates location of joints at
which bearings (supports) occur.
MiTek®
TM
PANEL
CLIP
FORNO016,019 GANG-NAIL-! HY®R®AM
Failure to Follow Could Cause Property
Damage or Personal Injury
1, Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties„
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at /4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified,
10. Top chords must be sheathed or purlins
provided at spacing shown on design,
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses,
1993 Mitek Holdings, Inc.
Job russ Truss ype ty ily
14544576
DR2879E AG HOWE 1 1
Job Reference (oc. tionaI'
s e I e n ustnes, nu Feb 27 1 age 1 -
1-M i 5-4-4 9-10-0 14-3-12 19-M 20-8-0 10-
0 5.44 4-5-12 4-5-12 54-4 1-M Scale =
1:38.7 r
4x6 = 4
2x4
11 2x4 11 6.
00 F12 3x4
i 3x4
2x4
11 3
5 2x4
x
II x
II 27 ..
28
2
II x II s 1
25 11L4-1 7 I V d025
2x4
10 2X4 2X4 19 2x4 I 8 2x4
I 26
3x4 —_
3x4 — 2x4
11 7x8 = 2x4 11 2x4
11 5-
44 9-10-0 14-3-12 19-8-0 i
5-
4-4 4-5-12 4-5-12 5-4-4 Plate
Offsets ([9:0-4-0,0-4-81 LOADING (
psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL
30.0 Plates Increase 1.33 TC 0.26 Vert(LL) -0.04 9 >999 M1120 249/190 TCDL
7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.06 9 >999 BCLL
0.0 Rep Stress Incr NO WB 0.21 Horz TU 0.02 6 n/a BCDL
10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 131 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT
CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS
2 X 4 SYP No.3 OTHERS
2 X 4 SYP No.3 c<
REACTIONS (
lb/size) 2=893/0-4-0, 6=893/0-4-0 Max
Harz 2=139(load case 4) Max
Uplift2=-419(load case 4), 6=-419(load case 5) FORCES (
lb) - First Load Case Only TOP
CHORD 1-2=39, 2-27=-1359, 3-27=-1277, 3-4=-932, 4-5=-932, 5-28=-1277, 6-28=-1358, 6-7=39 BOT
CHORD 2-25 =1 138, 10-25 =1 138, 9-10 =1 138, 8-9 =1 138, 8-26 =1 138, 6-26 =1 138 WEBS
3-10 = 99, 4-9 = 508, 5-8 = 99, 3-9 = -420, 5-9 = -420 NOTES
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;
MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3)
Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard
Gable End Detail" 4)
Gable studs spaced at 2-0-0 oc. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 419 lb uplift at joint 2 and 419 lb uplift
at joint 6. 6)
Girder carries hip end with 2-0-0 end. setback 7)
Special hanger(s) or connection(s) required to support concentrated load(s) 15.71b down and 10.41b up at 17-8-0, and 15.71b down
and 10.41b up at 2-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD
CASE(S) Standard 1)
Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform
Loads (plf) Vert:
2-25=-20.0, 25-26=-16.7, 6-26=-20.0, 1-27=-74.0, 4-27=-61.7, 4-28=-61.7, 7-28=-74.0 Concentrated
Loads (Ib) Vert:
25=-15.7 26=-15.7 Junaidie
Budiman; Lic.#451 1 MiTek
Industies, Inc." 14515
North -Outer Forty Drve Suite
300 Chesterfield,
MO, 63017 Cert.#
6634 Maw
r r •: WARNING.
VerM deaign parameters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. ®® Design
valid for use only with MRek connectors. This design Is based only upon parametersshown, and Is for an Individual building component to be Installed and
loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing
shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of
the erector. Additional permanent br'acing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication,
quality control, storage, delivery, erection and bracing, consult OST-88 Qualify Standard, DSB-89 Bracing Specification, and HIB-91 M' Handling InstallingandBracingRocommondatlonavailablefromTrussPlateInstitute, 583 D'Onofrio Drive, Madison, WI53719. 1Tek®
Symbols
PLATE LOCATION AND ORIENTATION
4 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat,
For 4 x 2 orientation, locate
plates/a" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
40,00 continuous lateral bracing.
BEARING
nA Indicates location of joints at
which bearings (supports) occur.
FORM018,019
Numbering System
J2 J3 J4
TOP CHORDS
cz c3
V
J5
cc
oo Er
o
O " V
a
ce c7 u
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FA RTH EST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTek®
L{OO
PANEL
TM
CLIP
GANG -'WAIL ® HYDRO-A/R
r
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2• Cut members to bear tightly against each
other.
3• Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations•
4. Unless otherwise noted, locate chord splices
at 14 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements,
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13, Do not overload roof or floor trusses with
stacks of construction materials.
14• Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job russ Truss I ype Qty Py
14544577
DR2879E C1 ROOF TRUSS 24 1
Job Reference (optional)
A s e r e ndustnes,Inc.- hu Fe. Z7 13:04:01 2003 Page
5-9-13 11-2-2 i 16-10-0 ,
1-0-0 5-9-13 5-4-6 5-7-14
3x4= Scale: 1/4'=1'
A 5x8 w/wedge
5
o
6.00 F12
2x4 11
4
5x6 i
yNcb
3
6
2x4 I I
m
7 Q
v
5x8 3.00 F12
2
O 1 2x4 11
3x4
5-9-13 11-2-2 16-10-0
5-9-13 5-4-6 5-7-14
Plate Offsets d e ,(7:0-4-0,0-3-01
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.11 8 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 7-8 > 999
BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) -0.03 5 n/a
BCDL 10.0 Code FBC2001 1 st LC ILL Min I/deft = 360 Weight: 87 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-5 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at micipt 5-7
REACTIONS (lb/size) 5=769/0-4-0, 2=872/0-8-0
Max Horz 2=602(load case 4)
Max Uplift5=-549(load case 4), 2=-344(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=15, 2-3=-1925, 3-4=-1044, 4-5=-1038, 5-6=55
BOT CHORD 2-8 =1738, 7-8 =1732, 6-7 = 0
WEBS 3-8 =1 10, 3-7 =-749, 4-7 =-397, 5-7 =1346
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should
verify capacity of bearing surface.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 lb uplift at joint 5 and "344 lb
uplift at joint 2.
4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5.
5) Gap between inside of top chord bearing and first diagonal or vertical web shall not .exceed 0.500in.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Dr ve
Suite 300
Chesterfield, MO, 63017
Cert.#6634
tit
WARNING - VOW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. e
Design valid for use only with Mt1ek connectors. This design Is based only upon Parameters shown, and is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of buRding designer - not puss
designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 eTek0HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive. Madison, WI53719.
Symbols
PLATE LOCATION AND ORIENTATION
1'/4 * Center plate on joint unless
dimensions indicate otherwise,
Dimensions are in inches, Apply
plates to both sides of truss and
securely seat.
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
4011, continuous lateral bracing.
BEARING
Indicates location of joints at
which bearings (supports) occur,
FORM018,019
J2 J3 J4
TOP CHORDS
c2 Q
WEBS
JS
Cr
0 0
U; ; O
L
0
a
C8 C7 1-60
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFTTO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTeke
PANEL
TM
CLIP
GANG -NAIL ® HYDRO/R
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at /4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements,
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified,
10, Top chords must be sheathed or purlins
provided at spacing shown on design,
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
Without prior approval of a professional.
engineer,
15. Care should be exercised in handling,
erection and installation of trusses,
1993 Mitek Holdings, Inc.
Job russ Truss Type ty y
14544578
DR2879E CG HIP 1 1
Job Reference (optional)
s e I e n ustnes, nc. uFebage
1-M 3-0-0 8-5-15 13-10-1 19-4-0 - 20-4-0
1-0-0 3-M 5-5-15 5-4-3 5-5-15 1-M
Scale = 1:37.1
NOTE: CONNECT T.C. OF JACKS TO NOTE: BRACED VERT. STUDS IN ACCORDANCE
FLAT TOP CHORD TO ACT AS LATERAL BRACING. TO STANDARD GABLE END DETAIL.
x8 —
2x4 I
2x4
5x10 = 1 z x l "2x4 I 5x10 —
7x8 2x4 II
6.00 12 3 2x4 i x
4
x 1
5
x
6 3x4
7
o
2 v
1
3x6 =
12 11 10 9 8
2x4 11 3x8 = 8x14 = 3x4 = 2x4 I l
3-1-12 8-5-15 13-10-1 19-2-4 20-4-0
3-1-12 5-4-3 54-3 5-4-3 1-1-12
Plate Offsets MY): 4: - - -4- 1[13:0-4-0,0-1-151
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.21 11 > 999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.27 Vert(TL) -0.29 11 > 820
BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.03 8 n/a
BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 172 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-10-11 oc purlins, except end verticals. Except:
3-4 2 X 6 SYP No.2ND, 4-6 2 X 6 SYP No.2ND
BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 6-1-11 oc bracing.
WEBS 2 X 4 SYP No.3 *Except*
3-11 2 X 4 SYP No.2D, 4-10 2 X 4 SYP No.2D
6-10 2-X 4 SYP No.2D
REACTIONS hb/size) 2=1156/0-8-0, 8=1035/0-3-0
Max Horz 2=120(load case 4)
Max Uplift2 = -536(load case 3), 8=-531(load case 2)
FORCES..0b) - First Load Case Only
TOP CHORD 1-2=20, 2-3=-1966, 3-4=-3572, 4-5=-3188, 5-6=-3188, 6-7=-734, 7-8=-1025
BOT CHORD 2-12=1734, 11-12=1750, 10-11 =3572, 9-10=605, 8-9=0
WEBS 3-12=157, 6-9=-598, 4-11 =-356, 5-10=-454, 3-11=.1882, 4-10=-397, 6-10=2668, 7-9=956
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 perFBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2 and 531 lb
uplift at joint 8.
5) Girder carries hip end with 3-0-0 end setback
6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails.
7) Special hanger(s) or connection(s) required to support concentrated load(s) 23.51b down and 15.61b up at 19-4-0, and 70.51b
down and 46.71b 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
Uniform Loads (plf)
Vert: 1-3=-74.0, 3-6=-80.2, 6-7=-74.0, 2-12=-20.0, 9-12=-21.7, 8-9=-20.0
Concentrated Loads (lb)
Vert: 12=-70.5 9=-23.5
Junaidie Budiman, Lic. #4511 1
MiTek Industies; Inc.
14515 North Outer Forty Dr ve
Suite 300
Chesterfield, MO, 63017
Cart. #6634
alcd .1_Iti
WARNING - Ve ft design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®®
Design valid for use only with MiTek connectors. This design B based only upon parameters shown, and Is for on Individual building component to be _
installed and loaded vedk:ally. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not buss
designee. Bracing shown is for lateral support of Individual web members only. Additional temporary brocing.to Insure stability during construction Is the
responsibility of the erector. Additional permanent basting of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, eiectdon and bracing, consult GST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719.
Symbols
PLATE LOCATION AND ORIENTATION
i'/4` * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
sec urely seat.
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
k For tabular plating format refer to the
MiTek/Gang-Nail Joint/Plate Placement Chart.
Numbering system
J2 J3 J4
TOP CHORDS
a Q
WEBS
J5
o _ o
cc
U
3 +' ;
O
O
r- a
ce c7 ce
O
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
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
B3:EARING
Indicates location of joints at
which bearings (supports) occur.
MiTeko
TM
PANEL
CLIP
FORNA018.019 GANG-1VAJL MY®R&7.A#R@-
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully, Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at /4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication,
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc. -
Job russ Truss Type ty y
14544579
DR2879E CG2 ROOF TRUSS 1 1
Job Reference (optional)
s Feb 6 2003 MtTPk Industries, Inc. Thu Feb 27 1 4: age
i-1-0-0I 5-9-13 11-2-2 16-10-0
1-0-0 5-9-13 5-4-6 5-7-14
5x8
3x4= Scale: 1/4"=1'
w/wedge
5 TrnIo2x411
6.00 12
2x4 11
2x4 I
2x4
4
2x4 I
I I
5x6 i
2x4 (I 3
6
2x4 II 2x4 II 2x4 II
II 2,
2x4 11
2,1 117 v
5x8 3.00 12
2 2x4
6
1 2x4 i
0 2x4 11
3x4
5-9-13 11-2-2 16-10-0
5-9-13 5-4-6 5-7-14
Plate Offsets ): e ,[7:0-4-0,0-3-01
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.11 8 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 7-8 >999
BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) -0.03 5 n/a
BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 105 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-5 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-7
OTHERS 2 X 4 SYP No.3
REACTIONS (lb/size) 5 = 769/0-4-0, 2 = 872/0-8-0
Max Horz 2=602(load case 4)
Max Uplift5 = -549(load case 4), 2=-344(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=15, 2-3=-1925, 3-4=-1044, 4-5=-1038, 5-6=55
BOT CHORD 2-8 =1738, 7-8 =1732, 6-7 = 0
WEBS 3-8 =1 10, 3-7 =-749, 4-7 =-397, 5-7 =1346
NOTES
11 Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33.
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek
Standard Gable End Detail"
3) Gable studs spaced at 2-0-0 oc.
4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should
verify capacity of bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 lb uplift at joint 5 and 344 lb
uplift at joint 2.
6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5.
7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Dr ve
Suite 300
Chesterfield, MO, 63017
Cert.#6634
f.i .r r•:
WARMNG - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®®
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be _
installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss = —
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibility of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, election and bracing, consult CST-88 Ouallty Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling Installing and Bracing Rocommondatlon available from Truss Plate Institute, 5a3 D'Onofrlo Drive. Madison, Wi 53719.
Symbols
PLATE LOCATION AND ORIENTATION
14'14 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat,
A„
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating formal refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
continuous lateral bracing.
BEARING
Indicates location of joints atWkwhichbearings (supports) occur.
FORM018,019
Numbering System
J2 J3 J4
TOP CHORDS
cz c
WEBS
J5
o _ o
e 3 ,, 3 cr
U O
a
O V
a
c8 c7
O
BOTTOM CHORDS
J1 J8 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.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
v—®
MiTek®
O
TM
PANE
LIP
GNNL CAG-
AIL ® ,
H
i ®O®-A1R ® ' Failure to Follow
Could Cause Property Damage or Personal
Injury 1. Provide copies
of this truss design to the building designer, erection
supervisor, property owner and all
other interested parties.. 2. Cut members
to bear tightly against each other. 3. Place
plates
on each face of truss at each joint and embed
fully. Avoid knots and wane at joint locations.
4. Unless otherwise
noted, locate chord splices at /4 panel
length(+ 6" from adjacent joint.) 5. Unless otherwise
noted, moisture content of lumber shall not
exceed 19%at time of fabrication. 6. Unless
expressly
noted, this design is not applicable for use
with fire retardant or preservative treated lumber.
7. Camber is
a non-structural consideration and is the responsibility
of truss fabricator. General practice is to
camber for dead load deflection. 8. Plate type,
size and location dimensions shown indicate minimum
plating requirements. 9. Lumber shall
be of the species and size, and in all respects,
equal to or better than the grade specified, 10.
Top chords
must be sheathed or purlins provided at spacing
shown on design, 11. Bottom chords
require lateral bracing at 10 ft. spacing, or
less, if no ceiling is installed, unless otherwise noted.
12. Anchorage and/
or load transferring connections to trusses
are the responsibility of others unless shown.
13. Do not
overload roof or floor trusses with stacks of construction
materials. 14. Do not
cut or alter truss member or plate without prior approval
of a professional engineer. 15. Care
should
be exercised in handling, erection and installation
of trusses. 1993 Mitek Holdings,
Inc.
r-® ..--• -- , .._ .
Job rus Truss ype ty y
14544580
DR2879E CGAB ROOF TRUSS 1 1
Job Reference (o tionall
H, sFeb MiTek Industries, nc. u Feb 27 13:04:03 2003 Page
Ft-0-0 5-10-8 11-2-8 16-10-0
1-0-0 5-10-8 54-0 5-7-8
2x4 11 Scale = 1:53.8
11
2x4 10
2x4 11
9
6:00 12 `
2x4 11
8
2x4
7
2x4 11
6
2x4 I
5
5x6
4
3
M 2
i
O
3x4 = 20 19 18 17 16 15 14 13 12
2x4 12x4 I 2x4 2x4 11 2x4 13x4 = 2x4 Il 2x4
2x4 11
8-6-8 16-10-0
B-6-8 8-3-8
Plate Offsets ( ):[3:0-3-0,0-3-01
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a MI120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.00 1 >999
BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) -0.00 20 n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/dell = 360 Weight: 1 1 1 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 10-12,
OTHERS 2 X 4 SYP No.3
REACTIONS (lb/size) 12=89/16-10-0, 2=210/16-10-0, 13=187/16-10-0, 14=183/16-10-0, 16 = 183/16-10-0, 17=188/16-10-0, 18=191/16-10-0,
19=173/16-10-0, 20=242/16-10-0
Max Horz 2=597(load case 4)
Max Uplift 12=-58(load case 4), 13=-124(load case 4), 14=-139(load case 4), 16=-134(load case 4), 17=-131(load case 4), 18=-134(load case 4),
19=-126(load case 4), 20=-165(Ioad case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=33, 2-3=37, 3-4=-39, 4-5=33, 5-6=32, 6-7=32, 7-8=32, 8-9=32, 9-10=24, 10-11 =-9, 10-12=-75
BOT CHORD 2-20=6, 19-20=-2, 18-19=-2, 17-18=-2, 16-17=-2, 15-16=-2, 14-15=1, 13-14=1, 12-13=1
WEBS 9-13=-146, 8-14=-150, 7-16=-148, 6-17=-148, 5-18=-150, 4-19=-140, 3-20=-184
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek
Standard Gable End Detail"
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2-0-0 oc.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 12, 124 lb
uplift at joint 13, 139 lb uplift at joint 14, 134 lb uplift at joint 16, 131 lb uplift at joint 17, 134 lb uplift at joint 18, 126 lb
uplift at joint 19 and 165 lb uplift at joint 20.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert. #6634
W019,1110
WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®®®
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be _ _TIM
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss IN
designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent btbrcing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. -
Symbols
PLATE LOCATION AND ORIENTATION
1'/4 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
A„ ?/e
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 x 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
continuous lateral bracing.
BEARING
Indicates location of joints atU0whichbearings (supports) occur,
Numbering System
J2 J3 J4
TOP CHORDS
cz c
WEBS
J5
0 0
O
O
y U
a
0
c8 c7 Cr
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTeke
O
TM
PANEL
CLIP
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2, Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at /4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication,
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified,
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses,
1993 Mitek Holdings, Inc.
FORM018,019
Job russ Truss Type ty y
14544581
DR2879E CS ROOF TRUSS 1 1
Job Reference (o tall
A U- , L L, sFebMi ek Industries, Inaionu Feb 4: 4 2003 Page 1-
0-0 5-9-11 11-2-0 14-8-0 , 1-
M 5-9-11 5-4-5 3-6-0 46
II Scale = 1:34.8 4
4x10
5
6.
00 F12 I
2x4Z,CP
03
x4
11 c:,
2x4
7
3x4 %
2
I
I it
3.00 12 2x4
8
3x4
2x4 7-
4-15 14-8-0 7-
4-15 7-3-1 LOADING (
psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL
30.0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.08 2-7 >999 M1120 249/190 TCDL
7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.12 2-7 > 999 BCLL
0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.03 8 n/a BCDL
10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 84 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-5 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 REP„
CTIONS (lb/size) 2=775/0-8-0, 8=662/0-3-8 Max
Horz 2=340(load case 4) Max
Uplift 2 = -383(load case 4), 8=-328(load case 4) FORCES (
Ib) - First Load Case Only TOP
CHORD 1-2=29, 2-3=-1736, 3-4=-1376, 4-5=76 BOT
CHORD 2-7=1509, 6-7=619 WEBS
3-7=-357, 4-7=807, 6-8=-662, 5-6=-78, 4-6=-701 NOTES
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;
MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3)
Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface. 4)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 lb uplift at joint 2 and 328 lb uplift
at joint 8. LOAD
CASE(S) Standard Junaidie
Budiman, Lic.#451 1 MiTek
industies, Inc. 14515
North Outer Forty Dr ve Suite
300 Chesterfield,
MO, 63017 Cert.#
6634 r
rti WARNING -
VerM design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. ® Design
valid for use only with MITekconnectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and
loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -_ designer. Bracing
shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of
the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrloatlon,
quality control, storage, delivery, erection and bracing, consult CST-88 OualBy Standard, OSS-89 Bracing Specification, and NIB-91 ® M Handling InstailinqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. '
Symbols
PLATE LOCATION AND ORIENTATION
Center plate on joint unless
dimensions indicate otherwise,
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat,
For 4 x 2 orientation, locate
plates 1 /8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MiTek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
continuous lateral bracing,
BEARING
Indicates location of joints atUkwhichbearings (supports) occur,
J2 J3 J4
TOP CHORDS .
C2 C
WEBS
O oNOU
0
C8 C7 C6
BOTTOM CHORDS
J1 JB 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 LEFTTO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
M1
MiTek®
TM
A.L. PANEL
CLIP
Failure to Follow Could Cause Property
Damage or Personal Injury
1, Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully, Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at /4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication,
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection,
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9, Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified,
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft, spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13. Do not overload roof or floor trusses with
stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15, Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
FORM018,019
Job russ I russ I ype ty Ply H V.
DR2879E FG ROOF TRUSS 1
14544582
Job Reference (optional)
gelq- - sFebI e Industries, nc. hu Feb 27 13:04:Ob 2003 Fa
3-9-7 7-3-6 10-9-5 12-9-6 16-5-7 20-5-0
3-9-7 3-5-15 3-5-15 2-0-1 3-8-1 3-11-9
Scale = 1:34.3
2x4 II 3x4 = 7x8 = 3x10 = 3x4 = 3x4 = 4x6 =.
1 2 3 4 5 6 7
Fl-
13 12 9
3x6 = 3x4 = 3x10 = 7x8 = 5x6 = 3x4 = 2x4 II
3-9-7 7-3-6 10-9-0 101Id-5 12.9-0 12#6 16-5-7 20-5-0
3-9-7 3-5-15 3-5-10 0-0-5 1-11-11 0-0-6 3-8-1- 3-11-9
Plate Offsets ): -4- - -[10:0-2-8,0-3-01
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) -0.04 13 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(TL) - -0.07 13 >999
BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.02 8 n/a
BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 271 Ib
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHOfiD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except*
3-13 2 X 4 SYP No.2D, 4-12 2 X 4 SYP No.21)
REACTIONS (lb/size) 14=4939/0-3-0, 8 = 3357/0-3-0, 10 = 4402/0-3-0, 11=8072/0-4-1 (input: 0-3-0)
Max Upliftl4=-1764(load case 2), 8=-1200(load case 2), 10=-1567(load case 2), 11=-2889(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1-14=-1842, 1-2=0, 2-3=-4244, 3-4=-3417, 4-5=2213, 5-6=1445, 6-7=-2017, 7-8=-3319
BOT CHORD 13-14=4244, 12-13=3417, 11-12=-2213, 10-11=-1445, 9-10=2017, 8-9=-0
WEBS 2-14=-5233, 2-13=-550, 3-13=1035, 3-12=-4159, 4-12=7041, 4-11'=-7013, 5-11=-1264, 5-10=-1869,
6-10=-4257, 6-9=-1313, 7-9=2448
NOTES .
1) 2-ply truss to be connected together with l Od 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 0-6-0 oc.
Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) WARNING: Required bearing size at joint(s) 11 greater than input bearing size.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1764 lb uplift at joint 14, 1200 lb
uplift at joint 8, 1567 lb uplift at joint 10 and 2889 lb uplift at joint 11.
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-7=-1012.0, 8-14=-20.0
Junaidie Budiman, Lic. #4511 1
MiTek Industies, Inc.
14515 North, Outer Forty Dr ve
Suite 300
Chesterfield, MO, 63017
Cert.#6634
WARNING - Veft design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®
o
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss _ --
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MHandlingInstalllnqandBracingRecommendationavailablefromTrussPlateInstitute, 683 D'Onofrlo Drive, Madison, WI53719. '®
Symbols
PLATE LOCATION AND ORIENTATION
13/4 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates,
For tabular plating format refer to the
MITek/Gang-Nail Joint/Plate Placement Chart.
Numbering System
J2 J3 J4
TOP CHORDS
cz c
Q WEBS
J5
0 0
U O
O " U
a
ce c7 ce
O
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
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
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
TM
PANEL
CLIP
FORM018,019 GANG -NAIL 0 IR® .
Failure to Follow Could Cause Property
Damage or Personal Injury
1, Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at /4 panel length(+ 6" from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection,
8. Plate type, size and location dimensions
shown indicate minimum plating requirements,
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer,
15. Care should be exercised in handlMg,
erection and installation of trusses,
1993 Mitek Holdings, Inc.
Job russ Truss Type ty y
14544583
DR 879E J ROOF TRUSS 6 1
Job Reference (o p
TIM 5.000 s Feb 6 2003 MiTekIndustries, lricli2gu Feb 27 13:04:05age
I -1-0-0 7-0-0
r. 1-0-0 7-0-0 3
Scale = 1:20.5
6.00 -12
2 .
i
4
2x4 =
i
7-M
7-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) -0.25 1 > 58
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 24Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (jb/size) 3 = 242/Mechanical, 2=418/0-4-0, 4 = 68/Mechanical
Max Horz 2=248(load case 5)
Max Uplift3 = -260(load case 5), 2=-137(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=34, 2-3=88
BOT CHORD 2-4=0
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint 3 and 137 lb
uplift at joint 2.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Or ve
Suite 300
Chesterfield, MO, 63017
Cert. #6634
r.' r r
bVARNINO - Verijfy design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE.
Design valid for use only with MiTek connectors. This design is based only upon parameters .shown, and Is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss
designer. Bracing shown'ls for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibility of the erector. Additional permanent brbicing of the overall structure Is the responsibility of The building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 A T®
WI53719. M 1HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofilo Drive, Madison,
Symbols
PLATE LOCATION AND ORIENTATION
13/14* Center plate on joint unless
dimensions indicate otherwise,
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
continuous lateral bracing.
BEARING
Indicates location of joints at
which bearings (supports) occur.
FORM018,019
Numbering System
J2 J3 J4
TOP CHORDS
c2 c3
CrWEBS
JS
0 0
U O
O
a
c8 cr u
O
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFTTO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTek
OM
PANEL
TM
ANE
CLIP
HYDRO-AIR-0
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties„
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully, Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at /4 panel length(+ 6" from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer,
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job russ Truss Type ty y
14544584
DR2879E J1 ROOF TRUSS 8 1
Job Reference to tional)
sFeb I ek Industries, nc. u Feb 27 13:04:06 2003 Page
2x4 11
1-0-0 1-6-0
3
1-0-0 1-6-0
Scale = 1:7.0
6.00 F12 "
2
ry
0
1
4 2x4 11
1-6-0
x =
1-6-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 1 > 999
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 n/a
BCDL 10.0 Code FBC2001 Ist LC LL Min I/deft = 360 Weight: 7 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-6-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=143/0-4-0, 4 = 62/Mechanical
Max Horz 2=84(load case 4)
Max Uplift2=-90(load case 4), 4=-46(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=17, 2-3=0
BOT CHORD 2-4=0
WEBS 3-4=-49
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33.
2) Refer to girder(s) for truss to; truss connections. "
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 Ib uplift at joint 2 and 46 Ib
uplift at joint 4.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 1
MiTek'Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert. #6634
t t•.
WARNING - Ver(jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE..®O
Design valid for use only. with MITek connectors. This design Is based only upon. parameters shown, and Is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and-HIB-91 AMiTeek® Handling Installing and Bracing Rscommondatton available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl53719.
Symbols
PLATE LOCATION AND ORIENTATION
13/.. * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
platen to both sides of truss and
securely seat.
y8"
0
Q
0
For 4 x 2 orientation, locate X
plates 1/8" from outside edge of otrussandverticalweb, 0
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
0
0
U
a
0
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MITek/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
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 attwwhichbearings (supports) occur.
M1
MiTek®
TM
M:j PANEL
CLIP
FORM018,019.-
Failure to Follow Could Cause Property
Damage or Personal Injury
1, Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each.
joint and embed fully. Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at /4 panel length(' 6" from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication,
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements,
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified,
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer,
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job russ I russ I ype ty y
14544585
DR2879E J3 ROOF TRUSS 9 1
naJobReference (o tio1)
A- sFebI e Industries, nc. u Feb 27-1 J:04:07 2003 Pa—g—e--T-
1-0-0 3-0-0
3-0-0
Scale = 1:10.3
6.00 F12
2
1
4
2x4 — 3-M
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 0.10 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.01 1 > 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size). 3 = 82/Mechanical, 2=242/0-4-0, 4 = 28/Mechanical
Max Horz 2 =1 13(load case 5)
Max Uplift3 = -1 05(load case 5), 2=-119(1oad case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=34, 2-3=30
BOT CHORD 2-4=0
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 119 lb
uplift at joint 2.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 1
MiTek industies, Inc.
14515 North Outer Forty Or ve
Suite 300
Chesterfield, MO, 63017
Cert.#6634
l.r .r rti
WARNING - VerVy design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. ® ®
Design valid for use only with Mliek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss
designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibility of the erector. Additional permanent br acing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI $3719.
L_.. . —
I
Symbols
PLATE LOCATION AND ORIENTATION
44 1 3/4pl- * Center plate on joint unless
dimensions indicate otherwise,
Dimensions are in inches, Apply
plates to both sides of truss and
securely seat.
cc
O
For 4 x 2 orientation, locate
plates 1/8" from outside edge of otrussandverticalweb. 0
This symbol indicates the
e required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 . J7 J6
0
cc
O
U
0-
0
r-
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT
MITek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
40,01. 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 GANG-.nwJL ®•_ ,.. MYORO-AIR,®
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at /4 panel length(' 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc. -
Job russ russ ype ty ly
14544586
DR2879E K ROOF TRUSS 3 1
Job Reference to tiona1)
s e d e industries, nc. u Feb age
1-0-0 5-0-0 I
1-0-0 5-0-0 3
Scale: 3/4"=1'
6.00 F12
2
1
4
2x4 =
5-0-0
5-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.09 1 > 171
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/dell = 360 Weight: 18 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 = 165/Mechanical, 2=327/0-4-0, 4 = 48/Mechanical
Max Horz 2=180(1oad case 5)
Max Uplift3 = -1 83(load case 5), 2=-125(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=34, 2-3=60
BOT CHORD 2-4=0
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 3 and 125 Ib
uplift at joint 2.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Dr ve
Suite 300
Chesterfield, MO, 63017
Cert.#6634
WARNING - VeWy design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. oo
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibility of the erector. Additional permanent bNcing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specltioatlon, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 5a3 D'Onofilo Drive, Madison, WI53719.
Symbols
PLATE LOCATION AND ORIENTATION
13i. * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
0
cc
For 4 x 2 orientation, locate
0
plates 1/8" from outside edge of otrussandverticalweb. 0
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
0
0
U
a
0
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MITek/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
dirrvension 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®
PANEL
TM
CLIP
FORM016,019 G ®. HYDRO -AIR
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at /4 panel length(' 6" from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements,
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft, spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job rus Truss Type ty i y
14544587
DR2879E K1 ROOF TRUSS 1 11
Job Reference (o tiona11
sFebt o industries, nc. u Feb age
5-0-0
I
5-0-0 2
Scale = 1:15.7
6.00 12
1
3
2x4 =
5-0-0
5-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 16 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=224/0-4-0, 2 = 1 77/Mechanical, 3 = 48/Mechanical
Max Horz 1=169(load case 5)
Max Uplift =-73(load case 5), 2=-185(load case 5)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=66
BOT CHORD 1-3=0
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 1 and 185 lb
uplift at joint 2.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 1
MiTek industies, Inc.
14515 North Outer Forty Or ve
Suite 300
Chesterfield, MO, 63017
Cert.#6634
n mrom-2--flinoti
4&WARNINO - Ver Vy design parameters and READ NOTES ON TZ"S AND REVERSE SIDE BEFORE USE.
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibility of the erector. Additional permanent brbrcing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 - MHandlingInstallingandBracingRocommendatlonavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, Wt 53719. 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.
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
4000. continuous lateral bracing.
BEARING
Indicates location of joints at
which bearings (supports) occur.
FORM016,019
Numbering System
J2 J3 J4
TOP CHORDS
c2 c
o WEBS
J5
Cr
0 0
O
a P' UO
a
ce c? u 0O
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTek®
TM
PANEL
CLIP
HYDRO -Al RO
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2• Cut members to bear tightly against each
other,
3• Place plates on each face of truss at each .
joint and embed fully. Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at I14 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer,
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc. -
Job russ Truss Type ty ly
14544588
DR2879E L ROOF TRUSS 3 1
Job Reference (optional)
s e d e n ustnes, no hu Feb Z/ 13:04:08 2003 Page 1
1-0-0 3-0-0
1-0-0 3-0-0
Scale = 1:10.3
6.00 F12
2
1
4
3-0-0
3-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.10- Vert(LL) n/a n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.01 1 > 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LLMin I/defl = 360 Weight: 11 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=82/Mechanical, 2=242/0-4-0, 4=28/Mechanical
Max Horz 2 =1 13(Ioad case 5)
Max Uplift3 = -1 05(load case 5), 2=-119(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=34, 2-3=30
BOT CHORD 2-4=0
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 119 lb
uplift at joint 2.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 10
MiTek Industies, Inc.
14515 North Outer Forty Dr ve
Suite 300
Chesterfield, MO, 63017
Cert. #6634
l I
WARNING - VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®®
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be _
Installed and loaded vertically. ApplicabllBy of design parameters and proper incorporation of component is responsibility of building designer - not truss —
designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additionalpermanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 / ® MiTek HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719.
Symbols
PLATE LOCATION AND ORIENTATION
12/. *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches, Apply
plates to both sides of truss and
securely seat.
0
1z
0
For 4 x 2 orientation, locate
plates 1 /8" from outside edge of otrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
0
0
U
a
0
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT
Mitek/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
4010, continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
nA Indicates location of joints at
which bearings (supports) occur.
MiTek®
O
PANEL
TM
t'40 CLIP
FORM018,019
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties.,
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at I14 panel length(+ 6" from adjacent joint,)
5. Unless otherwise noted, moisture content -of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design,
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job russ russ ype ty y
14544589
DR2879E L1 ROOF TRUSS 1 1
Job Reference to tional)
A- s e I e n ustnes, Inc. hu Feb 27 13:04:09age 1
3-0-0
3-0-0
Scale = 1:10.3
6.00 F12
1
3
3-0-0
3-M
LOADING (psf) SPACING 2-0-0 CSI DEFL in .(Ioc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M_1120 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 FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 10 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=130/0-4-0, 2=103/Mechanical, 3=28/Mechanical
Max Horz 1=102(load case 5)
Max Uplift =-40(load case 5), 2=-110(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=39
BOT CHORD 1-3=0
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 110 lb
uplift at joint 2.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
Cert.#6634
r r
WARNING - Ve ft design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® O
Design valid for use only with MITek connectors. ihls'design Is based only upon parameters shown, and Is for an Individual building component`to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss Elldesigner. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance
regarding labrloatlon, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 A /jl'® MHandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onotrlo Drive, Madison, WI53719.
Symbols
PLATE LOCATION AND. ORIENTATION
Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches, Apply
plates to both sides of truss and
securely seat.
8
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots, Second
dimension is the length parallel
to slots,
LATERAL BRACING
Indicates location of required
401:1, continuous lateral bracing.
BEARING
Indicates location of joints at
which bearings (supports) occur,
FORM018,019
Numbering System
J2 J3 J4
TOP CHORDS
cz ca
O WEBS ,
J5
cr
0 0
U O
O
a
OrceC7cs
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 LEFTTO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTek®
TM
PANEL
CLIP
HY®RO,AOR;®. -.. .
Failure to Follow Could Cause Property
Damage or Personal Injury
1, Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at /4 panel length(+ 6" from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator, General
practice is to camber for dead load deflection,
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design,
11. Bottom chords require lateral bracing at 10
ft, spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses,
1993 Mitek Holdings, Inc.
Job russ Truss Type ty y HORTON ELEV.
14544590
DR2879E M ROOF TRUSS 1 1 1
Job Reference (o tio1) nauIsFebIeIndustries, no. Feb 2 1 age 1
3
1-0-0 1-0-0
1-0-0 1-0-0
Scale = 1:5.9
6.00 F12
2
4
1-0-0
2x4 =
1-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL - 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999
BCLL 0.0 Rep Stress Incr YES WB 0.00, Horz(TL) .-0.00 3 n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 5 Ib
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 =-1 1/Mechanical, 2=173/0-4-0, 4 = 10/Mechanical
Max Horz 2=60(load case 4)
Max Uplift3=-27(load case 5), 2=-127(load case 4)
Max Grav 3=26(load case 4), 2=173(load case 1), 4=100oad case 1)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=33, 2-3=-40
BOT CHORD 2-4=0
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 127 lb
uplift at joint 2.
LOAD CASE(S) Standard .
Junaidie Budiman, Lic. #4 511 1
MiTek Industies, Inc.
14515 North Outer Forty Dr ve
Suite 300
Chesterfield, MO, 63017
Cert.#6634
WARNING - VerVy design parameters and READ NOTES ON TMS AND'REVERSE SIDE BEFORE USE.
Design volid for use only with Mliek connectors. This design Is based only upon paramefers.shown, and Is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss _ -
desionef. &acing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insuie stability during construction Is the
tesponsibllity of the etectoi. Additional permanent btbcing of the overall stfuctufe Is the responsibility of the building designer. For general guidance
garding fabrication, quality control, storage, delivery, arectlon and bracing, consult 091-98 Quality standard, DS9-119 i my Sp—Iflaatlon, and 14I8-91
Handling Installing and Braclna Rocommendallon avallablefrom Truss Male Institute; ON w9noW Pilvel MggWn, W10471 Y. iTek®
Symbols
PLATE LOCATION AND ORIENTATION
13/4 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
A„
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nail Joint/Plate Placement Chart.
J2 J3 J4
TOP CHORDS
ca c3
WEBS
J5
Cr
o_ o
3a' ; UNO a
ti O
v r-
a MA.
0 ce
c7 cs 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 dinTension
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")
TM
CLIP
FORM018,
019 GANG -NAIL HY®a®,aiR,® General
Safety Notes Failure
to Follow Could Cause Property Damage
or Personal Injury 1.
Provide copies of this truss design to the building
designer, erection supervisor, property owner
and all other interested parties.. 2.
Cut members to bear tightly against each other.
3.
Place plates on each face of truss at each joint
and embed fully. Avoid knots and wane at
joint locations. 4.
Unless otherwise noted, locate chord splices at /
4 panel length(+ 6" from adjacent joint.) 5.
Unless otherwise noted, moisture content of lumber
shall not exceed 19%at time of fabrication.
6.
Unless expressly noted, this design is not applicable
for use with fire retardant or preservative
treated lumber, 7.
Camber is a non-structural consideration and is
the responsibility of truss fabricator. General practice
is to camber for dead load deflection. 8.
Plate type, size and location dimensions shown
indicate minimum plating requirements. 9.
Lumber shall be of the species and size, and in
all respects, equal to or better than the grade
specified. 10.
Top chords must be sheathed or purlins provided
at spacing shown on design. 11.
Bottom chords require lateral bracing at 10 ft.
spacing, or less, if no ceiling is installed, unless
otherwise noted. 12.
Anchorage and/or load transferring connections
to trusses are the responsibility of others
unless shown. 13.
Do not overload roof or floor trusses with stacks
of construction materials. 14,
Do not cut or alter truss member or plate without
prior approval of a professional engineer.
15.
Care should be exercised in handling, erection
and installation of trusses. 1993
Mitek Holdings, Inc. -
Job russ russ ype ty y ELEV.
14544591
DR2879E M1 ROOF TRUSS 1 1
Job Reference (o tiona1)
I s e I e Industries, nc. u- eb age
2
1-0-0
1-0-0
6.00 12 Scale = 1:5.9
1
m
0
3
1-0-0
2x4=
1-00
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.01 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 3 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=45/0-4-0, 2 = 35/Mechanical, 3=10/Mechanical
Max Horz 1=36(load case 5)
Max Uplift =-13(load case 5), 2=-38(load case 5)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=14
BOT CHORD 1-3=0
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 38 lb
uplift at joint 2.
LOAD CASE(S) Standard
Junaidie Budiman, Lic.#451 61
MiTek Industies, Inc.
14515 North Outer Forty Or ve
Suite 300
Chesterfield, MO, 63017
Cert. #6634
r
WARNING - VerM design parameters and READ NOTES ON TEAS AND REVERSE SIDE BEFORE USE. ®®
Design valid for use only with MITek connectors. This design Isbased only upon parameters shown, and Is for an Individual building component to be , Installed
and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer.
Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility
of the erector. Addltlnal permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling
Installing and Bracing RecommwWallon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. I i
Symbols
PLATE LOCATION AND ORIENTATION
1'/4 *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MiTek/Gang-Nail Joint/Plate Placement Chart.
J2 J3 J4
TOP CHORDS
ca c3
WEBS
J5
0 0
U O
O U
a
ce c7 u
O
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTH EST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING.
Indicates location of joints at
which bearings (supports) occur.
M 1ek®
FORM018,019
TM
PANEL
HYORMAFR ® .
CLIP
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at I/4 panel length(+ 6" from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements,
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design,
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13, Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer,
15, Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job Truss Truss Type Qty Ply DR HORTON 2879 "E" ELEV.
14544592
DR2879E S ROOF TRUSS 2 1
optional)
ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Mon Mar 03 11:48:01 2003 Page
1-5-0 5-2-5 9-10-13
1-5-0 5-2-5 4-8-7 4
1yScale 1:20.2
a
4.24 12 - 3x4
3
2
1
2A 11
6 5
3x4 =
2A =
5-2-5 9-10-13
5-2-5 - 4-8-7
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.04 6-7 >999 M1120" 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) . -0.08 6-7 >999
BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 42 lb
LUMBER BRACING
TOP CHOk2D 2 X 4 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 9-0-2 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 4=311/Mechanical, 2=523/0-5-11, 5=429/Mechanical
Max Horz2=312(load case 2)
Max Uplift4=-308(load case 5), 2=-235(load case 2), 5=-163(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=35, 2-3=-942, 3-4=76
BOT CHORD 2-7=863, 6-7=863, 5-6=0
WEBS 3-7=166, 3-6=-941
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 4, 235 lb uplift at joint 2
and 163 lb uplift at joint 5.
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (pIf)
Vert: 1-2=-74.0
Trapezoidal Loads (pIf)
Vert: 2=4.4-to4=-183.1, 2=0.0-to-5=49.5
Junaidie Budiman, Lic.#451 10
MiTek Industies, Inc.
14515 North Outer Forty Dr ve
Suite 300
Chesterfield, MO, 63017
Cert.#6634
d r -
WARNING - WrVy design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. ®
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss
designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability, during construction is the -
responsibility of the erector. Additional permanent brarcing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 153719.
Symbols
PLATE LOCATION AND ORIENTATION
13/4 *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
0
0
For 4 x 2 orientation, locate
plates 1/8" from outside edge of otrussandverticalweb, 0
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
0
cc
0
U
Q.
0
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MiTek/Gang-Nail Joint/Plate Placement Chart.
FA RTH EST TO THE L E FT.
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.
MliTeke
TM
PANEL
CLIP
FORM018,019 CLANG-nuuL ® HYQR®'R®
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties.,
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at I14 panel length(+ 6" from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 %at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection,
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15, Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job russ Truss ype ty y
14544593
DR?879E S1 ROOF TRUSS 2 1
Job Reference to tionall
s e d e n ustries, nc. u Feb age
20 11
1 -1-5-0 2-1-7 3
1-5-0 2-1-7
Scale = 1:6.9
4.24 F12
2
CP
0
4 2x4 11
2-1-7
x =
2-1-7
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.01 1 > 999
BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 n/a
BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 9 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-1-7 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size). 2 = 134/0-5-11, 4 = 43/Mechanical
Max Horz 2=50(load case 2)
Max Uplift 2 = -99(load case 2), 4=-22(1oad case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=17, 2-3=3
BOT CHORD 2-4=0
WEBS 3-4=-34
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 Ib uplift at joint 2 and 22 lb
uplift at joint 4.
LOAD CASE(S) Standard
1) Regular: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
Vert: 1-2 =-74.0
Trapezoidal Loads (plf)
Vert: 2=-1.2-to-3=-52.3, 2=-0.0-to-4=-14.1
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Dr ve
Suite 300
Chesterfield, MO, 63017
Cert.#6634
IIti
WARNING - Ver j jy design parameter and READ NOTES ON nus AND RE VERSE SIDE BEFORE USE.,
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be
Installed and loaded vertically. AppllcabllRy of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Ouallly Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installinq and Bracing Recommondatlon available from Truss Plate Institute, 683 D'Onofrb Drive, Madison, Wl53719.
r—
Symbols Numbering System j&General 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 l . Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, property
Ye
securely seat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2, Cut members to bear tightly against each
c2 c
other.
WEBS
J5
Q 3, Place plates on each face of truss at each
For 4 x 2 orientation, locate a , ; 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
at I /4 length(+ 6" from
c„ C, c6 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
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 X 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
perpendicular slots. in all respects, equal to or better than the
dimension is the length parallel grade specified,
to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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 GANG -NAIL ®, i/YDR0,4;R0
Job rus Truss Type ty ly
14544594
DR4879E S3 ROOF TRUSS 2 1
Job Reference (optional)
ACCU-SPAN-TF,s Feb 6 2003 MiTekIndustries, Inc. I hu Feb 2 13:047=03 Page
1-5-0 4-2-15
1-5-0 4-2-15
le = 1:10.2
4.24 FIT
2
1
4
4-2-15
4-2-15
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.19 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.06 1 > 366
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 15 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D 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 (lb/size) 3 = 79/Mechanical, 2=224/0-5-11, 4 = 28/Mechanical
Max Horz 2=65(load case 3)
Max Uplift3=-88(load case 5), 2=-124(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=35, 2-3=-30
BOT CHORD 2-4=0
NOTES
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B;
partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.,
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 3 and 124 Ib
uplift at joint 2.
LOAD CASE(S) Standard
1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33
Uniform Loads (plf)
Vert: 1-2 = -74.0
Trapezoidal Loads (plf)
Vert: 2=-4.4-to-3=-78.5, 2=0.0-to-4=-21.2
Junaidie Budiman, Lic.#451 1
MiTek Industies, Inc.
14515 North Outer Forty Dr ve
Suite 300
Chesterfield, MO, 63017
Cert.#6634
i.I .t ti
WARMNO - Ve ft design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® MMM
Design valid for use onwith MRek connectors. Thisdesign Isbased onlyupon parameters shown, and Isfor an individual building component to be N Installed
and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss I designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility
of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSO.89 Bracing Specification, and HIB-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and I building designer, erection supervisor, property
a
securely seat. J2 J3 J4 owner and all other interested parties..
F TOP CHORDS
2. Cut members to bear tightly against each
c c
Place plates on each face of truss at each
oFor4x2orientation, locate Vother. bJ53. joint and embed fully. Avoid knots and wane
plates 1/8" from outside edge of
O
atruss
at joint locations.
and vertical web. acS4. Unless lices
at
otherwise noted, locate chord
length(+ 6" from
C,
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 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,
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
PANEL
erection and installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORM018,019 aawG rua Q HYDRO.AIR@
J
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY.CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 2879 412WAQ Builder: DR HORTON
Add ress:il(0 Qy-) ' Permitting Office:
City, Statep:-t1Oxq yi Permit Number:
Owner: 1). i; . •) Jurisdiction Number:
Climate Zone: Central
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/hr _
3. Number of units, if multi -family 1 _ SEER: 12.05 _
4. Number of Bedrooms 4 _ b. N/A
5. ,Is this a worst case? No _
6. Conditioned floor area (ft2) 2872 ft2 c. N/A
7. Glass area & type
a. Clear - single pane 319.0 fe _ 13. Heating systems
b. Clear - double pane 0.0 W _ a. Electric Heat Pump Cap: 60.0 kBtu/hr _
c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.25
d. Tint/other SHGC - double pane 0.0 ft2 b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft _ c. N/A
b. Raised Wood, Adjacent R=11.0, 460.0ft2 _
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, 876.0 ft2 _ EF: 0.86 _
b. Frame, Wood, Exterior R=11.0, 785.0 ft2 _ b. N/A
c. Frame, Wood, Adjacent R=l 1.0, 622.0 W _
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, 209 1. 0 ft2 _ 15. HVAC credits PT, _
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft _ MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
Glass/Floor Area: 0.11 Total as -built points: 33937 PASSTotalbasepoints: 38807
hereby certify that the plansandspecifications covered by
this calculation are in compliance with the Florida Energy
Code. PREPARED
BY:dZ DATE:
05 02 t
hereby certify that this building, as designed, is in compliance
with the Florida Energy 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:
OJ_
ZiiE S74 A 0
EnergyGauge® (
Version: FLRCSB v3.2)
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9
Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7
Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5
Single, Clear S 1.0 ..15.0 16.0 44.66 0.99 709.6
Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6
Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2
Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7
Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9
Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5
Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5
Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3
Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5
Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4
Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5
As -Built Total: 319.0 15633.8
WALL TYPES Area X BSPM Points Type R-Value . Area X SPM = Points
Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4
Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5
Frame, Wood, Adjacent 11.0 622.0 0.70 435.4
Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3
DOOR .TYPES Area X BSPM Points Type Area X SPM = Points
Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2
Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0
Base Total: 38.0 124.8 As -Built Total: 38.0 187.2
CEILING TYPES _ Area X BSPM Points . Type R-Value Area X .SPM X SCM = Points
Under Attic 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6
Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p 31.70 5484.1
Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0
Base Total: 7079.2 As -Built Total: 633.0 4656.1
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:,,, PERMIT #:
BASE AS -BUILT
INFILTRATION Area X BSPM = Points Area X SPM Points
2872.0 14.31 41098.3 2872.0 14.31 41098.3
Summer Base Points: 55516.3 Summer As -Built Points: 61313.1
Total Summer
Points
X System =
Multiplier
Cooling
Points
Total X
Component
Cap
Ratio
X Duct X System X
Multiplier ; Multiplier
DM x DSM x AHU)
Credit
Multiplier
Cooling
Points
55516.3 0.4266 23683.2
61313.1161313.1
1.000
1.00
1.087 x 1.150 x 0.90) 0.283
1.125 0.283
0.950
0.950
18544.5
18544.5
EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge@)/FIaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point
18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5
Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0
Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5
Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3
Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8
Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7
Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7
Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9
Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9
Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0
Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1
Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7
Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9
Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0
As -Built Total: 319.0 3128.0
WALL TYPES Area X BWPM Points ' Type R-Value Area X WPM = Points
Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8,
Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0
Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6
Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4
DOOR TYPES Area X BWPM Points Type Area X. WPM = Points
Adjacent 18.0 4.00 72.0 Adjacent Wood 1&0 5.90 106.2
Exterior 20.0 5.10 102.0 Exterior Wood 200 7.60 152.0
Base Total: 38.0 174.0 As -Built Total: 38.0 258.2
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 '0.87 X 1.00 1819.2
Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Slab 173.0(p) 1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p 2.40 415.2
Raised 460.0 0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0.
i
Base Total: 420.7 1 As -Built Total: 633.0 412.8
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
INFILTRATION Area X BWPM = Points Area X WPM Points
2872.0 0.28 -804.2 2872.0 0.28 804.2
Winter Base Points: 7758.4 Winter As -Built Points: 10832.4
Total Winter X
Points
System
Multiplier
Heating
Points
Total. X
Component
Cap
Ratio
X Duct X System, X
Multiplier Multiplier
DMx DSM x AHU)
Credit
Multiplier
Heating
Points
7758.4 0.6274 4867.6
10832.4
10832.4
1.000
1.00
1.078 x 1.160 x 0.92) OA14
1.150 0.414
0.950
0.950
4897.7
4897.7
EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
WATER HEATING
Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms . Ratio Multiplier
4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5
As -Built Total: 10494.5
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
23683 4868 10256 38807 18544 4898 10495 33937
EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS:... PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at 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.12.2 - Penetrations/openings >1 /8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier.is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 - Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed, box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
RA.99 f1T14F:P PRESCRIPTIVE MFASI IRFS (mucf hp mPt nr PYca_ar1P(i by all rPsirlPnrPs_1
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 612.1 — - Span & 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
efficient of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts, fittings, mechanical: equipment and plenum chambers shall be mechanically
attached, sealed,. insulated,and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 607.1 Se agate readilVraccessible manual or automatic thermostat for each system.
Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGaugeTm DCA form 60OA-2001 EnergyGauge@)/FlaRES'2001 FLRCSB v3.2
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7
The higher the score, the more efficient the home.
1. New construction or existing New 12. Cooling systems
2. Single familyor multi -family Single family a. Central Unit 3.
Number of units, if multi -family I 4.
Number of Bedrooms 4 b. N/A 5. *
Is this a worst case? No 6.
Conditioned floor area (ftZ) 2872 ftZ c. N/A 7.
Glass area & type a.
Clear - single pane 319.0 ftZ 13. Heating systems b.
Clear - double pane 0.0 ftZ a. Electric Heat Pump c.
Tint/other SHGC - single pane 0.0 ftZ d.
Tint/other SHGC - double pane 0.0 ftZ b. N/A 8.
Floor types a.
Slab -On -Grade Edge Insulation R=5.0, 173.0(p) It c. N/A b.
Raised Wood, Adjacent R=11.0, 460.0ft2 c.
N/A 14.. Hot water systems 9.
Wall types a. Electric Resistance a.
Concrete, Int Insul, Exterior R=3.0, 876.0 ftZ b.
Frame, Wood, Exterior R=11.0, 785.0 ftZ b. N/A c.
Frame, Wood, Adjacent R=11.0, 622.0 ftZ 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, 2091.0 ftZ 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: Interior Sup. R=6.0, 320.0 ft RB-Attic radiant barrier, b.
N/A MZ-C-Multizone.cooling, MZ-
H-Multizone.heating) I
certify that this home has complied with the Florida Energy Efficiency Code For. Building Construction
through the above energy saving features which will be installed (or exceeded) in
this-home.before fmal inspection. Otherwise, anew EPL. Display Card will be completed based
on installed Code compliant. features. Builder
Signature: Date: Address
of New Home:l p C'iQ(i City/FL Zip: %faC1, C( Cap:
60.0 kBm/hr _ SEER:
12.05 Cap:
60.0 kBtu/hr _ HSPF:
8.25 Cap:
50.0 gallons - EF:
0.86 PT, -
NOTE:
The home's estimated energy performance score is only available through the FLARES computer program. This
is not a Building Energy Rating. If yourscore is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation), your
home may qualify for energy efficiency mortgage (EEM) incentives if youobtain a Florida Energy Gauge Rating. Contact
the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www .sec. 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: FLRCSB v3.2)
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED
10-3-97
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
For: DR HORTON
Notes:
a,.: - -
4 Des n lnf0f '-' tion
Weather: Orlando —AP, FL, US
Winter Design Conditions
Outside db 38 OF
Inside db 70 OF
Design TD 32 OF
Heating Summary
Building heat loss 40970 Btuh
Ventilation air 0 cfm
Ventilation air loss 0 Btuh
Design heat load 40970 Btuh
Infiltration
Method Simplified
Construction quality Average
Fireplaces 0
Heating Cooling
Area (ft2) 2872 2872
Volume (ft3) 22976 22976
Air changes/hour 0.70 0.40
Equiv. AVF (cfm) 269 153
Heating Equipment Summary
Make TRANE
Trade
Efficiency
Heating input
Heating output
Heating temp rise
Actual heating fan
Heating air flow factor
Space thermostat
8.4 HSPF
0 Btuh @ 47°F
0 OF
0 cfm
0.000 cfm/Btuh
Summer°Design Conditions
Outside db 93 OF
Inside db 75 OF
Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 43 gr/lb
Sensible -Cooling Equipment Load Sizing
Structure 35571 Btuh
Ventilation 1485 Btuh
Design temperature swing 3.0 OF
Use mfg. data n
Rate/swing multiplier 0.98
Total sens. equip. load 36315 Btuh
Latent:Cooling Equipment: Load Sizing
Internal gains 1150 Btuh
Ventilation 2212 Btuh
Infiltration 4526 Btuh
Total latent equip. load 7888 Btuh
Total-equipment load 44203 Btuh
Cooling Equipment Summary
Make TRANE
Trade
Efficiency
Sensible cooling
Latent cooling
Total cooling
Actual cooling fan
Cooling air flow factor
Load sensible heat ratio
Boldltalic values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
10.0 EER
40600 Btuh
17400 Btuh
58000 Btuh
1933 cfm
0.054 cfm/Btuh
82 %
wrightsoft Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06
X4;k E:\Files\drhorton\2879\2879REVD.rsr Page 1
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED
10-3-97
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Procedure A - Winter Infiltration HTM Calculation*
1. Winter infiltration AVF
0.70 ach x 22976 ft3 x 0.0167 = 269 cfm
2. Winter infiltration load
1.1 x269 1 cfm x 32 °F Winter TD = 9454 Btuh
3. Winter infiltration HTM
9454 Btuh / 355 ft2 Total window = 26.6 Btuh/ft2
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.40 ach x 22976 W x 0.0167
2. Summer infiltration load
1.1 x 153 cfm x 18 °F Summer TD =
3. Summer infiltration HTM
3039 Btuh / 355 ft2 Total window =
and door area
153 cfm
3039 Btuh
8.6 Btuh/ft2
Procedure C - Latent Infiltration Gain
0.68 x43 gr/Ib moist.diff. x 153 cfm = 4526 Btuh
Procedure D - Equipment sizing Loads
1. Sensible sizing load
Sensible ventilation load
1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 Btuh
Sensible load for structure (Line 19) + 35571 Btuh
Sum of ventilation and structure loads = 37056 Btuh
Rating and temperature swing multiplier x 0.98
Equipment sizing load - sensible _ 3631.5 Btuh
2. Latent sizing load
Latent ventilation load
0.68 x 75; cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh
Internal loads = 230 Btuh x 5 people + 1150 Btuh
Infiltration load from Procedure C + 4526 Btuh
Equipment sizing load - latent = 7888 Btuh
Construction Quality is: a No. of Fireplaces is: 0
Boldlrtalic values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrjghttsoft Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06
ACCA E:\Files\drhorton\2879\2879REVD.rsr Page 1
RIGHT-J WINDOW DATA
0 DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED
10-3-97
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
LIV/DIN/FOY
a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0
a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0
a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0
a , n nw b c n 0 n 1 1 . 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0
LAUNDRY RM
WIC
SITTING RM
a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0
MASTER BATH
a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0
MASTER BEDRM
a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0
MASTER HALL BATH
FAMILY RM
b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0
KITCHEN
a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0
BEDRM 2
a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0
UP BATH RM
ACTIVITY RM
a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0
a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6
ti wrightsoft Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06
4CC E:\Files\drhorton\2879\2879REVD.rsr Page 1
a
a
BEDRM 4
n sw b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 15.0 1.9
BEDRM 3
n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0
wrightsoft RigM-Suite Residential`" 5.0.64 RSR26015 2002-Feb-28 13:29:06
E:\Files\drhorton\2879\2879REVD.rsr Page 2
RIGHT-J WORKSHEET
a. Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
MANUAL J: 7th Ed.
1 Name of room Entire House LIV/DIN/FOY LAUNDRY RM WIC
2 Length of exposed wall 314.5 ft 61.5 ft 11.0 ft 19.0 ft
3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 ft
4 Ceiings Condit. Option 0 ft heat/cool d 8.0 ft heat/cool 8.0 ft Iheat/cool 8.0 ft heat/cool
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area load (Btuh)
EXPOSURE NO. Htg I Clg ft2) . Htg I Clg ft') Htg I Clg ft') Htg Clg ft2) Htg I Clg
5 Gross a 14B 4.6 2.1 1028 284 0 88
Exposed b 12C 2.0 1.9 1000 64 0 0
walls and c 13C 3.2 1.2 552 144 88 64
partitions d 0.0 0.0 0 0 0 0
f0.0 0.0 0 0 0 0
6 Windows and a 1C 37.0 264 9757 71 2624 0 0 0 0
glass doors b 8C 37.0 53 1959 0 0 0 0 0 0
Heating c 9C 38.7 0 0""' 0 0 0 0 0 0
d 0.0 0 0 0 0 0 0 0 0
e 0.0 0 0"", 0 0 0 0 0 0
f 0.0 0 0 0 0" 0 0 0 0
7 Windows and North 27.6 9 261 0 0 0 0 0 0
glass doors NE/NW 51.4 88 4525 48 2259 0 0 0 0
Cooling E/W 0.0 0 0 0'**' 0 0'*" 0 0 0
SE/SW 54.3 220 11927 23 1090 0 0 0 0
South 0.0 0 0 0 0 0 0 0 0
Horc 0.0 0 0 0 0 0 0 0 0
8 Other doors a 11A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 0
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
9 Net a 14B 4.6 2.1 862 3972 1775 229 1055 472 0 0 0 88 406 181
exposed b 12C 2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 0
walls and c 13C 3.2 1.2 534 1682 625 144 454 168 70 221 82 64 202 75
partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16D 1.7 2.2 2134 3619 4750 420 712 935 0 0 0 0 0 0
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 22B 13.1 0.0 233 3050 0 62 807 0 11 144 0 19 249 0
Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0
perimeter c 19G 1.1 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 26.6 8.6 355 9454 3039 91 2424 779 18 4791 154 0 0 0
13 Subtotal loss=6+8,.+11+12 37246 8592 1184 856
Less external heating 0 0 0 0
Less transfer 0 0 0 0
14 Duct loss 10°/ 3725 109/1 859 10°/ 118 10°/ 86
15 Total loss = 13+14 40970 9451 1302 942
16 Int. gains: People @ 300 5 1500 0 0 0 0 0 H 0
Appl. @ 1200 2 1800 0 0 1 600 0 0
17 Subtot RSH gain=7+8..+12+16 32337 6052 1065 256
Less external cooling 0 0 0 0
Less transfer 0 0 0 0
18 Duct gain 10 °/ 3234 10 °/ 605 10°/ 107 10 °/ 26
19 Total RSH gain=(17+18)*PLF 1.00 35571 1.00 6657 1.00 1172 1.00 282
20 Air required (cfm) 0 1933 0 362 0 64 0 15
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wr ghtsOft Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06
A(--CP. E:\Files\drhorton\2879\2879REVD.rsr Page 1
RIGHT-J WORKSHEET0EntireHouse
DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
J: 7th Ed.
1 Name of room SITTING RM MASTER BATH MASTER BEDRM MASTER HALL BATHj4MANUAL2Lengthofexposedwall10.0 ft 11.0 ft 13.0 ft 0.0 ft
3 Room dimensions 10.0 x 10.0 ft 10.0 x 11.0 ft 13.0 x 21.0 ft 6.0 x 5.0 ft
Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ft heat/cool 8.0 ft heat/cool
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg Clg ft2) Htg I Clg ft') Htg I Clg
5 Gross a 14B 4.6 2.1 80 88 104 0
Exposed b 12C 2.9 1.9 0 0 0 0
walls and c 13C 3.2 1.2 0 0 0 0
partitions d 0.0 0.0 0 0 0 0
e 0.0 0.0 0 0 0 0
f 0.0 0.0 0 0 0 0
6 Windows and a 1C 37.0 16 591 16 591 16 591 0 0
glass doors b 8C 37.0 0 0 0 0 0 0 0 0
Heating c 9C 38.7 0 0 0 0 0 0 0 0
e 0.0 0 0 0 0 0 0 0 0
7 Windows and North 27.6 0 0 0 0 0 0 0 0
glass doors NE/NW 51.4 0 0 0 0 0 0 0 i; 0
Cooling E/W 0.0 0 0 0 0 0 0 0 0
SE/SW 54.3 16 758 16 758 16 758 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 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0
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
9 Net a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0
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 0 0 0 0 0 0 0 0 0 0 0 0
partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0
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 22B 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0
Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0
perimeter c 19G 1.1 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 26.6 8.6 16 426 1371 16 426 137 161 426 137 0 01 0
13 Subtotal loss=6+8..+11+12 1444 1494 1594 0
Less external heating 0 0 0 0
Less transfer 0 0 0 0
14 Duct loss 10°/ 144 10 O/C 149 10°/ 159 10°/ 0
15 Total loss = 13+14 1588 1643 1753 0
16 Int. gains: People @ 300 0 0 0 0 1 300 0 0
Appl. @ 1200 0 0 0 0 0 0 0 0
17 Subtot RSH gain=7+8..+12+16 1027 1044 1377 0
Less external cooling 0 0 0 0
Less transfer 0 0 0 0
18 Duct gain 100/ 103 10% 104 10°/ 138 10°/ 0
19 Total RSH gain=(17+18)'PLF 1.00 1130 1.00' 1148 1.00 1514 1.00 0
20 Air required (cfm) 0 61 1 01 62 0 82 0 0
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wr g F ltsOft Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-28 13:29:06
r-'C'A E:\Files\drhorton\2879\2879REVD.rsr Page 2
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
J: 7th Ed.
1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RM
j4MANUAL2Lengthofexposed wall 36.0 ft 12.0 ft 28.0 ft 11.0 ft
3 Room dimensions 17.0 x 19.0 ft 12.0 x 17.0 ft 16.0 x 12.0 ft 11.0 x 13.0 ft
Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ft heat/cool 8.0 ft i heat/cool
TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE NO. Htg Clg ft') Htg, Clg ft) Htg Clg ft2) Htg Clg ft') Htg Clg
5 Gross a 14B 4.6 2.1 288 96 0 0
Exposed b 12C 2.9 1.9 64 0 96 0
Walls and c 13C 3.2 1.2 0 0 128 88
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 0 0 10 370 15 554 0 0
glass doors b 8C 37.0 53 1959 0 0 0 0 0 0
Heating c 9C 38.7 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
f0.0 0 0 0 0 0 0.«, 0 0
7 Windows and North 27.6 0 0 0 0 0 0 0 0
glass doors NE/NW 51.4 0 0 10 i*; 394 0 0 0 0
Cooling ENV 0.0 0" 0 0 0 0' 0 0 0
SE/SW 54.3 53 2512 0 0 15 711 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 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0
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
9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0
exposed b 12C 2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0
walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103
partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16D 1.7 2.2 323 548 719 204 346 454 192 326 427 143 243 318
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 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0
Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0
perimeter c 19G 1.1 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 10 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 26.6 8.6 531 1411 4541 10 2661 86 151399 128 0 0 0
13 Subtotal loss=6+8,.+11+12 5658 1536 1916 520
Less external heating 0 0 0 0
Less transfer 0 0 0 0
14 Duct loss 10 O/C 566 10'% 154 10°/ 192 10°/ 52
15 Total loss = 13+14 6223 1689 2108 572
16 Int gains: People @ 300 4 i' 1200 0 0 0 0 0
Appl. @ 1200 0 0 1 1200 0 0 0 0
17 Subtot RSH gain=7+8..+12+16 5493 2311 1574 421
Less external cooling 0 0 0 0
Less transfer 0 0 0 0
18 Duct gain 10°/ 549 10 O/C 231 100/ 157 10°/ 42
19 Total RSH gain=(17+18)'PLF 1.00 6043 1.00 2542 1.00 1731 1.00 . 463
20 Air required (cfm) 0 328 0 138 0 94 0 25
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wr ghtsOi=t Right -Suite ResidentialT 5.0.64 RSR26015 2002-Feb-28 13:29:06
ACCA, E:\Files\drhorton\2879\2879REVD.rsr Page 3
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
J: 7th Ed.
1 Name of room ACTIVITY RM BEDRM 4 BEDRM 3j4MANUAL2Lengthofexposedwall59.0 ft 15.0 It28.0 ft
3 Room dimensions 25.5 x 20.0 It 15.0 x 10.0 ft 16.0 x 12.0 It
Ceiings Condit. Option 8.0 fil heat/cool 8.0 ft heat/cool 8.0 fti heat/cool
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area
EXPOSURE NO. Htg I Clg ft°) Htg Clg ft') Htg I Clg ft') Htg Clg Htg . Clg
5 Gross a 14B 4.6 2.1 0 0 0
Exposed b 12C 2.9 1.9 432 120 224
walls and c 13C 3.2 1.2 40 0 0
partitions d 0.0 0.0 0 0 0
e 0.0 0.0 0 0 0
f 0.0 0.0 0 0 0
6 Windows and a 1C 37.0 90 3326 15 554 15 554
glass doors b 8C 37.0 0 0 0 0 0 0
Heating c 9C 38.7 0 0 0 0 0 0
7 Windows and North 27.6 8 222 2 39 0 0
glass doors NEINW 51.4 30 tip 1872 0 0 0 0
Cooling EIW 0.0 0' 0 0' 0 0'+` 0+
y>
SE/SW 54.3 52 4006 13 621 15 711
South 0.0 0 0 0 0 0 0
Horz 0.0 0 0 0 0 0 0
8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0
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
9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0
exposed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406
walls and c 13C 3.2 1.2 40 126 47 0 0 0 0 0 0
partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427
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 22B 13.1 0.0 59 774 0 0 0 0 0 0 0
Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0
perimeter c 19G 1.1 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) if 0.0 0.0 0 0 0 0 0 0 0 0 0
12 Infiltration a 26.6 8.6 90 2397 770 15 399 128 15 399 128
13 Subtotal loss=6+8..+11+12 9062 1511 1881
Less external heating 0 0 0
Less transfer 0 0
14 Duct IOSS 10 °/ 906 10 °/ 151 10
15 Total loss = 13+14 9968 1662 2070
16 Int. gains: People @ 300 0 0 0+ 0 0 0
Appl. @ 1200 0 0 0 0 0 0
17 Subtot RSH gain=7+8..+12+16 8718 1326 1673
Less external cooling 0 0 0
Less transfer 0 0 0
18 Duct gain 10 O/C 872 10% 133 10°/ 167
19 Total RSH gain=(17+18)`PLF 1.00 9590 1.00 . 1459 1.00 1840
20 Air required (cfm) 0 521 0 79 2 0 100
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wr g htsoTC Right -Suite Residential' 5.0.64 RSR26015 2002-Feb-28 13:29:06
ACCA E:\Files\drhorton\2879\2879REVD.rsr Page 4
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JOB NUMBER: DR2879E DATE: 1-11-02 PITCH: LOAD:SHINGLES
CCU SPAN CUSTOMER: DR HORTON
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NUMB ER: DR2879t. DATE: CCU
SPAN CUSTOMER: D.R. HORTON 407-
321-1440 BY: T.H JOB NAME: 2879 ELEV.