333 Lusitano Way - BR03-002809 - SFRPERMIT ADDRESS
CONTRACTOR
ADDRESS D R Horton
6250 Hazeltine Nat'I Dr #102
Orlando, FL 32822
407)857-9101 -., __.....
CBC 055300
PHONE NUMBER
PROPERTY OWNER %
FA1117;7.Y.y
PHONE NUMBER
ELECTRICAL CONTRACTOR(
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR Vb0---
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
i
V,UBDIVISION', `.
PERMIT # 3' DATE
PERMIT DESCRIPTION
PERMIT VALUATION
SQUARE FOOTAGE
CERTIFICATE OF OCCUP,AWY / COMPLETION
This is to certify that the building located at
333 LUSITANO WAY for
which permit 03-00002909 has heretofore been issued on 9/15/03
has been completed according to plans and specifications filed in the
office of the BuildingOfficia prior to the issuance of said building
permit, to wit as {,W r% complies with all the
building, plumbing, electri zoni g and subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL Subdivision Regulations Apply: Yes No
DATE APPROVAL
BUILDING:
Finaled4"e
ZONING:
Inspected
UTILITIES -
FIRE:
Inspected
Water Sewer
Lines In Lines In
Meter Sewer
Set Tap
Reclaimed
Water
ENGINEERING:
Street
Drainage Paved
Maintenance
Bond
PUBLIC WORKS:
Street
Name Street
Signs ' ( Sty Lights
Storm
Sewer Driveway
Street
Work
DESCRIPTION
WATER -SEWER IMPACT FEES
01-APPLCTN FEE -ELECTRIC
01-APPLCTN FEE -ELECTRIC
01-APPLCTN FEE -BUILDING
01-APPLCTN FEE -MECHANIC
01-APPLCTN FEE -PLUMBING
02-ENGNG DEVLPMT FEES
01-FIRE IMPACT - RESIDENT
01-LIBRARY IMPACT FEE
FEES PAID
10/03/03
11/18/03
9/15/03
11/24/03
9/25/03
9/15/03
9/15/03
9/15/03
DATE APPROVAL
20.00
20.00
10.00
10.00
10.00
10.00
59.2'7
54.00
PAGE: 3
CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building located at
333 LUSITANO WAY for
which permit 03-00002809 has heretofore been issued on 9/15/03
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
01-OPEN SPACE
Subdivision Regulations Apply: Yes No
01-POLICE IMPACT - RESID
01-RADON GAS TAX FEE
01-ROAD IMPACT FEES
01-RECOVERY FD/CERT. PGM.
01-SCHOOL IMPACT FEE
WD IMPACT:SINGLE FAMILY
SD IMPACT:SINGLE FAMILY
9/15/03
9/15/03
9/15/03
9/15/03
9/15/03
9/15/03
9/15/03
9/15/03
279.61
91.93
17.34
847.00
17.34
1384.00
650.00
1700.00
C> R ff) y-c IQ Z i2Gv
OWNER BUILDING OFFICIAL / DAT
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE: 9
PERMIT
C
ADDRESS:
CONTRACTOR:
PHONE #:
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated. "
ngineering
Public Works (
I
Utilities
Fire ( 8
Zoning i1 .1 v`,
Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
n s
CERTIFCATE OF ®C:CUPAL \ CY J
REQUEST FOR FINAL INSY EECTI' N
SINGLE FAMILY.RESIDENCE"
DATE
PERMIT; #:
ADDRESS:
CONTRACTOR:
s
e
PONE #:`1-
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or,submitaddendum if it has
been denied or approved with, conditions. Your prompt attention will be
appreciated.
Eng><neer><ng ,!,Fre
L
ub"lic Works ,sN I Zonin f1 v` r g, 1
Utilities :, JLicensing
CONDITIONS: (TO BE COMPLETED ONLY. IF APPROVAL IS CONDITIONAL) n
x,
CER7ITIFCATE OF OCCUPANT - sl
REQUEST FOR FINAL l SPEC N1 1 1
i 1
1 1 1
1 1 1
SINGLE FAMILY RESIDENCE** ; 1 1
DATE: -04
i
v . t, ._•, I.
PERMIT #• C n 1
1 S
Lj
Y5 @i
I
d au t
ADDRESS. .3
CONTRACTOR: 0
PHONE #
The building division. has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions.: Your prompt attention will be
appreciated.
Engineering Fire
Public Works ° . 0 Zoning
a
tilities L' using
CONDITIONS: (TO BE ED 0 LY F APPROVAL IS CONDITIONAL)'
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E'
ELEVATION CERTIFICATE
Important: Read the instructions on pages I - 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.
333 LUSITANO WAY
CITY STATE ZIP CODE
SANFORD FIL 32773
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 135, BAKERS CROSSING, PHASE 2
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: El GPS (Type)*—
tf' or W#00# [I NAD 1927 El NAD 1983 0 USGS Quad Map 0 Other.
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1.NFIP COMMUNITY NAME &COMMUNITY NUMBER 82. COUNTY NAME B3. STATE
SEMINOLE COUNTY 120294 SEMINOLE FLORIDA
B4. MAPAND PANEL B7. FIRM PANEL B9, BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooft
1202940045 E 4117195 4/17195 A 24.6
o iu. inaicate me source or me base H00a tieVaDOn (Bit) aata or base noon aeptri entered in b9.
E) FIS Profile El FIRM F1 Community Determined Z Other (Descdte): NEAL HILER ENGINEERING, INC.
B1 1. Indicate the elevation datum used forthe BFE in B9: [0 NGVD 1929 [3 NAVD 1988 [3 Other (Describe):
812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ED Yes 0 No Designation Date
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: F-1 Construction Drawings" El 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. Ifno diagram
accurately represents the building, provide a sketchorphotograph.)
C3. Elevations —Zones AlA30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, ARIA, ARAE, ARW -A30, ARIAH, ARIAO
Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. Ifthe claturrils different from the datum used for the BFE in
Section B, convert the datum to M used forthe BFE. Show field measurements and datum conversion calculation. Use the space provided orthe Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum NGVD'29 Conversion/Comments NONE
Elevation reference mark used —Does the elevation reference mark used appear on the FIRM? OYes ®No
a) Top of bottom floor (including basement or enclosure) 29. ift.(m) Cd
b) Top of next higher floor 39.. 0 Ito)
c) Bottom of lowest horizontal structural member (Vzones only) NIA. 0rnn0 d)
Attached garage (top of slab) 28. 9 t(m) E.01, e)
Lowest elevation of machineryand/or equipmentW W E
servicingthebuilding (Describe in a Comments area) 28,6 ft,(m) 0
Lowest adjacent (finished) grade (LAG) 28.4 ft.(m) z 9) o,
g) Highest adjacent (finished) grade (HAG) 28. 6 NIT) C o
h) No. of permanent openings (flood vents) within I ft above adjacent grade0 D o
I) Total area of all permanent openings (flood vents) in C3.h Qsq. 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 lavi to certify elevation information. I
certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I
understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'
S NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE:
PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS
CITY STATE ZIP CODE 320
E. SOU TV4i S . JTftTE. 10 1h UA ORLANDO FIL 32803 SIGNATURE
UVI, 214/04 (407)426-7979 DATE
TELEPHONE FEMA
Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
i
IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use:
BUILDING STREET ADDRESS (Including Apt, Unit, Suihe, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Porwy Number
333 LUISTANO WAY
CITY STATE ZIP CODE Company NAIC Number
SANFORD FL 32T73
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
COMMENTS
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL
MACHINERY DESCRIBED IN C3-E IS AN A /C UNIT
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
ForZoneAO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information fora LOMA or LOMR-F,"
Section C must be completed.
E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If nodiagram 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 (see page 4 the next higher floor or elevated floor (elevation b) ofthe building is _ ft(m) _in.(crn) above the highest adjacent
grade. Complete items C3.h and C3.i on front of form.
E4. The topof the platform of machinery and/orequipmentservicing the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E5. ForZone AO only: If noflood depth number is available, is the top ofthe bottom floor elevated in accordance with the community's floodplain management ordinance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMA-issued or community -
issued BFE) or Zone AO must sign here. The statements 'in Sections A, B, C, and Eare correct to the best ofmy knowiedge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME
ADDRESS CITY I STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the communitys floodplain management ordinance can complete Sections A, B, C (or E), and G ofthis Elevation
Certificate. Complete the applicable item(s) and sign below.
G1. 0 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 thesource 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 FEMA-issued or communitymissued BFE) or Zone AO.
G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes.
G4. PERMIT NUMBER 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: _
G9. BFE or (in ZoneAO) depth of. flooding atthe building siteis: — _ ft.(m) Datum:
LOCAL OFFICIAL'S NAME
COMMUNITY NAME
TITLE
TELEPHONE
SIGNATURE DATE
COMMENTS
Check here 'rf attachments
FEMA Form 81-31, January 2003 Replaces all previous. editions
sPLAT OF - SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 135, BAKERS CROSSING PHASE 2
AS RECORDED IN PLAT ,BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
CERTIFIED TO AND FOR THE NOTE:
EXCLUSIVE USE OF: THE FINISHED FLOOR ELEVATION OF THIS
D.R.H. TITLE COMPANY OFFLORIDA INC. STRUCTURE MEETS OR EXCEEDS THE
THE REQUIREMENTS SET FORTH IN THEFIDELITYNATIONALTITLEINSURANCECOMPANYOFPENNSYLVANIA
CH MORTGAGE COMPANY, I , LTD. CITY OF SANFORD CODE CHAPTER 6 SEC. 6-7(A).
TRACT "A"
LUSITANA WAY
50' RIGHT OF WAY I
PT N90'00'00"E 420.00' pt O
235.00' I - 185.00,
OIp
V
CENTERLINE OF
OIO
oIN U RIGHT-OF-WAY oi- 0N90'00'00"E 50 00';
WALK IS
1" =30' 7.2 OFF l,
WALK 15
l -. 1.2' OFF
j
Q.
GRAPHIC SCALE — — °
ry1' 10 UTILITY EASEMENT
0 15 30 t6D Q_ Q
CONCRETEDRIVEWAY, 3' C W -
5.0,
1
19.6-... ro 14.7
N 57 ry 8rye' •
o COVERED
r
a
x a. I ENTRY
TWO STORY
0^ CONCRETE BLOCK 0- O
LOT 136 O WOOD FRAME
RESIDENCE ". Q O -
0 O FINISH FLOOR O LOT 134OELEVATICN=29.45 O
Or O
O — O
Z V)
40.0'
LOT 135
N90'00'00"W
50.00'
LOT 127 LOT 129
LOT 128
NOTE:
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY LEGENDINCONSISTENCIESHAVEBEENNOTEDONTHE IRONRSETt/z" IRON oo AND CAP
SURVEY, IF ANY, LB 6393 /04) BUILDING SETBACK LINE
CENTERLINE FND NAIL AND DISC
2. PROPERTY CORNERS SHOWN HEREON WERE RIGHT OF WAY _ LEI g6393 (02/02/04) LINE
SET/FOUND ON 02-2-04, UNLESS OTHERWISE 29•45 EXISTING ELEVATION FND 1/2" IRON ROD AND CAP
SHOWN. LB #6393 (02/02/04)
CONCRETE CNA CORNER NOT ACCESSIBLE
3. THE SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING BUSINESS A DENOTES DELTA ANGLE'
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS LAND SURVEYOR L DENOTES ARC LENGTH
WAY, RESTRICTIONS OF RECORD WHICH MAY PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING
AFFECT THE TITLE OR USE OF THE LAND. PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE
PI DENOTES Powr of INTERSECTIONP)
M)
PER .PLAT
MEASURED PRC DENOTES POINT OF REVERSE CURVATURE
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FND FOUND PT. DENOTES POINT OF TANGENCY
LOCATED EXCEPT AS SHOWN. C/W CONCRETE WALK TYP TYPICAL
A/C .AIR CONDITIONERS/W
CP
SIDEWALK
CONCRETE PAD - CBW. CONCRETE BLOCK WALL
5. NOT VALID WITHOUT THE SIGNATURE AND THE cs CONCRETE SLAB RP RADIUSPOINT ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED C PKCHORD PARKERLKALON ENGTH- D, IDENTIFICATIOOVERHEAD N .LINE SURVEYOR
AND MAPPER. R RADIUS- POL POINT ON LINE POC
POINT OF CURVE PCC POINT OF COMPOUND CURVE I
HAVE 'EXAMINED THE F.I.R.M: COMMUNITY PANEL if HEREBY CERTIFY, THAT THIS BOUNDARY NO
120294 0045 E.DATED 4/17/95 AND FOUND SURVEY, SUBJECT TO THE SURVEYOR'S: NOTES THE
SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, l r` wALa F CONTAINED HEREON MEETS THE APPLICABLE AREA
WITHIN 100 YEAR FLOOD PLAIN. MINIMUM TECHNICAL STANDARDS" FORTH ELEVATIONS
SHOWN HEREON ARE BASED ON SEMINOLE COUNTY T SET BY
THE FLORIDA BOARD OF PROFESSIONAL VERTICALCONTROLASFURNISHED. SURVEYORS ANDMAPPERS IN CHAPTER BEARINGS
SHOWN HEREON ARE BASED ON 61G77-6, FLORIDA ADMINISTRATIVE CODE THE
NORTHERLY LINE OF LOT 135 AS i' PURSUANT TO CHAPTER 472.027, FLORIDA . BEING
S90'00'00" E PER PLAT. r° '_ STATUTES. FIELD
DATE:) 9-24-03 i" -
30 FEET REVISED:
w r_ SCALE:
77
APPROVEDBY: SJ MF
AMERICAN
SURVEYING & MAPPING FOR ASM42092
FINAL 02-2-04 CKB CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 THE JOBN0. 320 EAST SOUTH STREET; SUITE 180 . FIRM FOUNDATION10-27-03 CKB ORLANDO. FLORIDA DRAWNBY: 32801- (407) 426-7979 WILLIAM,R. M .SCATELlO.J# R. PSM 4928 DATE PLOTPLAN07-24-03 SDO .
10-03-203 9:52AM FROM P.1
999
CITY OF SANF'ORD PERMIT APPLICATION
Permit #
Date:
Job AddreSS: _3.3
Description of Work:
Historic District: Zoning: 'Value of Work: S _ . O 4 c7
Permit Type: Building Electrical Meehttttical Plumbing Fire Spriakler/Alarm Pool
Electrical: New Servioc — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Encrgy Calc. Required)
Plumbing/ New Commercial: # ofFixtures # of Water & Sewer Lines # ofGas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential or Con-xmmial /
Occupancy Type: Residential t/ Comm<xcial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling limits: Flood Zone: (F'EMA form required for other Rhan X)
Parcel 4:
Ottneri Name &Address:
Attach Proof of Ownership & Legal Dese
rA r
Phone: _
Contractor Name & Address: IV Zdl l1i 1,1' lIl,-11jLi4,
pp /
Saute License Num//ber:
Phone &Fez; • S — O-f,QGviactPerson:Phone:9 2 f/
Bonding Company:
Address:
Mortesge Lender:
Address:
Architect/Engincer':
Address:
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 theivwanceofapermitandthatallworkwillbeperformcdtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, I understund that a separate
permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc.
WN 'S AFFIDAVIT: I certify thar all critic foregoing information is accurate and that all work will be done in compliance with all applic.a.)lc. I>Iws rcr,,ulacingconstructionandzoning. WARNING'f0 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUIt PAYIN(, TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDRR OK ANATTORNEYBEFORF, RECORDING YOUK NOTICE OF COMMENCEMENT,
tj T(S E: In addition to the requirements ofthis permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is Yerifteation that I will notify the owner of the properly of the requirements of Florida Lien Law, FS 713.
Signature of Owner/Apenr _ Date Sicnnturc of Contraetorf7 scut Date
Print Owncr/Agcrtt's Name Print Co r/Agent's NamcJ
Sion atw'e of Nulary-State of I•Iorida Date Si ,lure of ' State of Florida Da(,I;0oty Bon ny G Logan
My Cartmisslon DD201551
nd iOwner/Agent _,_of ExpCrsonallyKnowntoMeorContractor/Agent is _J ''ursonally Known to Me or res May:17 2007
Produced ID,,.-- Produced ID
APPLICATION APPROV60 BY: Bldq: _ Zoning: Utilities: FD:
Init(al & Date) (Initial & Date) (Initial & Date) (Initial & Date)
Sr,ccisl Conditions:
CITY OF SANFORD PERMIT APPLICATION /
Permit It : '`Z 1
1
Date:
Job Address:
Description of Work: [ 1 fir,-_ .i
Historic District: Zoning: Value of Work: S
r
Permit Type: Building Electrical Mechanical Plumbing) Fire Sprinkler/Alarm Pool
Electrical: New Service — tt of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) 7 '7
Plumbing/ New Commercial: # of Fixtures. # of Water & Sewer Lines it of Gas Lines [—
Plumbing/New Residential: # of Water Closets Plumbing Repair — Rcsidential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: it of Dwelling Units: Flood "Lone: (FLMA form required for other than X)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address:) . r
Phone:
ContractAEWA NJkraf•P,UMBING, INC.
P.O. BOX 6Z0 State License Number: C F— P wtneMA 62 flDlf __ 397f i_
Phone & Contact Person:
Bonding Company:
Address: ADVANTAGE PLUMBING, INC.
P.O. BOX 6200 7
Mortgage Lender: QVIEDO RI ORMA 32762_0027
Address: (407) 366-3994
cArchitect/Engineer: Phone:
Address: Fax:
Application is -hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance ofa permit and that all work will be performed to meet standardsof 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, ctc. OWNER'
S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction
and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE:
In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this
county, and there may be additional permits required from other governmental entities such as w cr management districts, state agencies, or federal agencies. Acceptance
of permit is verification that l will notify the owner of the property of the requireme is f ien Law, FS 713. Signature
of Owner/Agent Date Signature of Contractor/Agent Date Print
Owncr/Agent's Name Print Contractor/Agent's Name Signature
of Notary -State of Florida Date Signature of Notary-Siatc of Florida Date M.
MARTHA Y. HALL t: MY
COMMISSION N CC 875840 Owner/Agent is _ Personally Known to Me or Contractor/Agent is Pers 1 11 to891pIRES: February 1, 2004 ProducedID _ Produdcd l D R n Bonded Thru Notary Public Underwriters. APPLICATION
APPROVED BY: Bldg: Zoninc: Utilities: PD: Initial &
Date) (Initial & Date) (Initial & Date) (Initial & Date) Special
Conditions:
FEDERAL EMERGENCY MANAGEMENT AGENCY
t
O.M.B. No. 3067-0077NATIONALFLOODINSURANCEPROGRAM.Expires July 31, 2002
ELEVATION CERTIFICATE
Important:.Read the instructions on pages I.7.
SECTION A • PROPERTY OWNER INFORMATION For Insurance Company Use:
BUILDING OWNER'S NAME Policy Number `
D.R. HORTON HOMES:
BUILDING STREET ADDRESS, (including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
3 LUSITANA WAY
CITY STATE ZIP CODE
SANFORD FL
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 135, BAKERS CROSSING, PHASE 2
BUILDING USE (e.g.,` Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):
iV - ##.##" or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other.
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE
SEMINOLE COUNTY 120294 SEMINOLE FLORIDA
B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B6. FIRM INDEX DATE EFFECTIVEREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth oftlood'mg)
0045 E 4/17/95 4117h35 A, X 24.6
131U. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in89.
FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC.
B11. Indicate the elevation datum used for the BFE in B9: E NGVD 1929 NAVD 1988 Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Othefwise Protected Area (OPA)? Yes E No Designation Date_
I SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
E
C1. Building elevations are rased on: E Construction Drawings* Building Under Construction* Finished Construction
A new Elevation Certificate will berequired when construction of the building is complete.
C2. Building Diagram Number I (Select the building diagram mostsimilar 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, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, AR/AO
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 orSection G, as appropriate, to document the datum conversion. r _
Datum NGVD29 ConversionlComments
Elevation reference mark used Does theelevation reference mark used appearon the FIRM? Yes E No
o a) Top of bottom floor (including basementor enclosure) 28. 9 ft.(m)
o b) Top of next higher floor N/A. ft.(m) co
i o c) Bottom of lowest horizontal structural member (V zones only) N/A.
00
o d) Attached garage (top of slab) N/A. _ft.(m) .01E _ N
o e) Lowest elevation of machinery and/or equipment w " Q::z =Niservicingthebuilding (Describe in a Comments area) N/A E 16--
o f) Lowest adjacent (finished) grade (LAG) NIA. ft,(m) z'
Nog) Highest adjacent (finished) grade (HAG) N/A. ft.(m) r 4.
o h) No. ofpermanent openings (flood vents) within 1 ft. above adjacentgrade 0
o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. an)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
1 certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available.
I understand that any false.statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR, LICENSE NUMBER: 4928
TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC.
ADDRESS CITY
320 E. SOUTSAEEATNTE.1 ORLANDO SIGNATURE
DATE ML -ftb D 9/12/03 i
FEMA
Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION STATE
FL
TELEPHONE
407)
426-7979 ZIP
CODE 32801
REPLACES
ALL PREVIOUS EDITIONS
IMPORTANT: In these spaces. coov the
XXXX LUSITANA WAY
CITY
SANFORD
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) .
Copy both sides of this Elevation Certificate for (1) community official, (2) insuranceagent/company, and (3) building owner.
iding information from Section A.
Jg. No.) OR P.O. ROUTE AND BOX NO.
STATE
FL
COMMENTS
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL;
Forinsuranoe
Policy Numb;
ZIP CODE I I Company
Check here ifattachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items E1 through E4. Ifthe 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 (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent
grade. Complete items C3.h and C3.i on front ofform,
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 orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and Efor 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 ofmy knowledge.
PROPERTY OWNER'S OR OWNER'SAUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE
COMMENTS
DATE TELEPHONE
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law orordinance toadminister the community's floodplain management ordinance can complete Sections A, B, C (orE), and G of this Elevation
Certificate. Complete the applicable item(s) and sign below,
G1. The information in Section C was taken from otherdocumentation that has been signed and embossed by a licensed surveyor, engineer, orarchitect 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 orcommunity -issued BFE) or Zone A0.
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 COMPUANCFJOCCUPANCY ISSUED
G7. This permit has been issued for. New Construction Substantial Improvement
G8. Elevation ofas -built lowest floor (including basement) of the building is: — _ft.(m) Datum:
G9. BFE or (in ZoneAO) depth of flooding atthebuilding site is: _ ft,(m) Datum: _
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
Check here if attachments
FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS
I
4, CITY OF SANFORD PERMIT APPLICATION
b Permit # : J aIRCR Date:
Job Address:
Description of Work: fit- K
Historic District: Zoning: Value of Work: $
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc, Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair -Residential or Commercial
Occupancy Type: Residential _ Commercial Industrial Total Square Footage-,.'m3 t
Construction Type: # of Stories: 2,- # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Na, \mev&—Address::a,_OGn"Ot i
62 G i i t 1NZ 1 "IF
Phone: tYtPt .1l,Q`
Contractor Name & Address:-
t6 Z -r Tl ..State License Number:
Phone & Fax: 4c=I e6-1t 91C)` _ A a q ontact Person: ylJ ) Phone
Bonding
Address:
Mortgage
Address:
Architect/Engineer:
Fax:
Application is hereby made to obtain a permit to do the work and installation 4iissuanceofapermitandthatallworkwill.. be performed to meet standards of ayy reg
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, CIC
AIR CONDITIONERS, etc. -ri.'
ho enced prior to the
1 t), d that a separate
RS"7, , and`
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 OFCOMMENCEMENT MAY RESULT IN YOUR. PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies,
Acceptance of peiy(A isoverific4.ion that I will notify the owner of the property of the
of OWet/Agent n Date
Name
Sign turd ofNt M-6o'3fk5j_ 1
1
Date
NOTARY PUBLIC SPATE OF FLORIDA
COMMISSION NO. DD134330
Produced ID
APPLICATION APPROVED BY: BldOMF l 1 -0 3 Zoning:
Initial & Date)
of Florida Lien L4*, FS 713.
of Contractor/
Agent's
ARY !' ff kX1PyJF FLORIDA
COMMISSION NO. DD134330
t-nxxxet,,ci0N FXP. IULY 26,200E
Contractor/Agent is
Produced ID
Urlities:
Initial & Date) ,
Date
Personally Known to Me or
FD:
initial & Date) (initial & Date)
Special Conditions:
r
LA
CID
D. R. HORTON HOMES
SFR PERMIT PACKAGE
CITY OF SANFORD CHECK LIST
LOT #[F5P SUBDIVISION: BAKERS CROSSING
ADDRESS
BUILDING APPLICATION
POWER OF ATTORNEY
2 SETS OF SEALED PLANS
2 PLOT PLANS
3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT
ATTACHED TO THE PLANS
2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS
ATTACHED TO THE PLANS
UTILITY FORM
NOTICE OF COMMENCEMENT
APPEX CONTRACT
Sri U6 66
J
CITY OF SANFORD '
P.O. Box 2847
SANFORD FL 32772
P}-IUNL / (407) 330-5630
FAX 11 (407) 328-7367
APPLICATION FOR UTILITY SERVICE
I
A("C0UN'I' (DULL NAN E)
i
NAM]:,. D JZ 1 o ' n- , r
SERVICE; ADDRESS
MAILING ADDRESS c-z 1-=trta }'l oZ { ZIP-
TURN ON DATE SINGLE FAMILY RESIDENCE I
i•vLll'i hlVi1L Y 1CZ,.)tuZ NI..L'
C) W r r"1 A- fr-r7 COMMERCIAL
E t- W O R K#i 4Q-+ lc)j
SOCIAL
SECURITY## HOME#
OWNER OF PROPERTY_D.'2.
I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY,
IN ORDER TO TRANSFER h
PROVIDE -PROPER IDENTIF
PAID AT THE TIME,
WHEN TRANSFERRING MY
SIGNED;
DEPOSIT TO
TION AND A THE NEW APP
NDING CHARG
T
POSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY
DATE
DO NOT WRITE BELOW THIS LINE
DEPOSIT AMOUNT $'
APPLICATION FEE $'
OTHER FEES $-
TOTAL
CUSTOMER#
LOCATION#
LAST BILL READ
THIS READ
CSR DA'F(---
c
Limited Power Of Attorney
I hearby name and appoint: Craig Coulton and -L ( «-cn
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'r Q Ea,j
For a residential permit for work to be performed at:
Lot # : '2- Subdivision : 1,/—Pus Cr ss 2
Address: , c L
And to sign my name and do all things that are necessary
to this appointment.
Richard B Ladd CBC055300
Contractor State Registration Number
Ll zz
Signature of Contractor
This foregoing instrum nt wa acknowledged before me this;
Date: By: Richard B.
Who is personally kn wn to r&
OFFICIAL NOTARY SFAL
PATRICIA COULTON
NOTARY PUBLIC STATE OF FLORIDACOMMISSIONNO. DD134330
MY COMMISSION EXP. ULY.26,7006
State of(Florida
County f Orang
Notary`Public Sign
Ladd ( Contractor )
Notary Seal
333 Lusbraino Goc
THIS INSTRUMENT PREPARED BY:
Patricia L. Coulton
D.R. Horton, Inc.
6250 Hazeltine National Drive, Ste.: 102
Orlando, Florida 32822 .
RECORD AND RETURN TO:
D.R. Horton Inc.
6250 Hazeltine National Drive, Ste.: 102
Orlando, Florida 32822
MARYANNE MOR 1F5.CLERK OF CIRCUIT COURT
SEMINIILE COUNTY
BK 05000 PG 19713
CLERK" S # 2003,158760
RECORDED 09/09/2003 10:3W2 AM
RECORDING FEES 6.00
RECORDED BY L McKinley
NOTICE OF COMMENCEMENT
Prepare in duplicate)
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following information is provided in the Notice.of Commencement.
Description of proppert :
Lot(s) 128, 129, 132, jy3nd 138 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of
Seminole County, Florida
General description of improvements: Single Family Dwelling
Owner(s): D.R. Horton, Inc., a Delaware Corporation
Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 aH1,kjtu GOPV
Owner's interest in site of the improvements: Fee Simple MARYANNE MopCLEROFCIRCUIrCOUFeeSimpleTitleHolder (if other than Owner): 8EMName: Phone #: E C F ORIDAAddress: Fax #:
Contractor: D.R. Horton, Inc. Phone #: Fax #: DEP117y -CFR
Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822
Surety (if any):
Address: Phone #: EP 9 2003
Amount ofbond: $0.00 Fax #:
Lender: Phone #:
Address: Fax #:
Persons within the State ofFlorida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes:
Name:
Address:
In addition to himself, owner designates the following person to receive a copy ofthe Lienor's Notice as provided inSection713.13(l)(b), Florida Statutes:
Name:
Address:
Ex 'ration date of Notice of Commencement: (the expiration date is one (1) year from the date ofrecording unless adifferentdateisspecified):
D.R. Horton nc
0
by:
o e awson, secretary CorporateSea]) STATE
OF FLORIDA COUNTY
OF ORANGE The
foregoing instrument was acknowledged before me this 8, it day
of 11 2003 byRobertA. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aaware Corpora ion, on e o t incorporation: He/Sheispersonallyknowntome. Notary Public,
State and County Aforesaid t ignature
ENOYTARY NOTARY
SEAL
IA COULTON
C STATE
OF FLORIDA ON NO.
DD134330 ON EXP.
ULY 26,2006 Notary Seal
Pa T
Sentricon* Colony Elimination System
Pretreatment Plan Agreement
Date of Install:
Contract Number
PUCHASERS NAME AND ADDRESS
Addresses
City/State/Z1p_aLL s, O,
Phone & Email
INSTALLATION ADDRESS:
Quarterly Payment Amount +
First payment due on the Install Anniversary Date)
Any payment deemed 30 days past due will result
In the cancellation of this Warranty and justify
removal of the Sentricon System,
U •
Name
Address
City/State/Zip
Phone & Email
L
SPECIAL OR ADDITIONAL COMMENTS
NOTIFICATION STICKER LOCATED:
DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex willNvarrantthestructure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer,
THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVEEFLNNTHERELATIONSHIPOFTHEPARTIES.
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, andallapplicablerecommendationscontainedinliteratureprovidedbyDowElancot1. Install Sentricon* stations (the Stations) to the soil around the outside perimeter of the structure(s), 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4, during those years, inform the 'Customer oft
a. any new or Increased termite activity noted at the Stationsb. any addition or. removal of Recruit* of Recruit* termite bait; andC.
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 Se'nPretreatmentPlanmaymaintainedfortheLIFETIMEoftheidentifiedpropertysubjecttothetermsandcnditlnsoftricoagreementfor "' er quarter 3mo period) y -
q ( P ) payable on or before the end of the previous monitoringthefifthyear, and each year thereafter, Apex reserves the right to revise the quarter period. After
per year.
y p g q y payment amount, not to exceed IO%
The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) batted 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 agrees toeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof olr
so
otherwise Into,
notify Apex of an
o, 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 destroyingInsectinfestation, be the responsibility of Apex In areas where any of the conditions described In this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotalterheCustomersresponsibilityunderthisparagraph.' DISCLAIMER. COMPANY DISCLAIMS ALL OTHER WINCLUDINGSTATUTORYWARRANTIES, AND SPECIFICALLYWARRANTIES, E EXPRESSIEDWASTES, 0
IMPLIED-
INCLUDING
FITNESS FOR A PARTICULAR PURPOSE, OR WWORKMANLIKE ES, OFFURTHER, COMPANY HAS MADE NO AFFIFtMA7'ION OF FACT OR PROMISE REO WO T ANLpOSERVICE, SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR DUCT ORCustomerexpresslywaivesandreleasesanyclaimsInanylawsuit, arbitration other legalprEXPRESSsiWARRANTY, negligence,
torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value compensatory, Incidental, consequential, exemplary, g Against
Apex for event shall
Apex be liable for any amount greater that punitive, paidluby
the Customer to le, or Apex
for he
service any kind, and
performed. rvice to
beperformed.
SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it Is the responsibility of all family members, visitors,
guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatmentmayhaveand (2)it Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy orsensitivityconcerningodors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or
techniques utilized by Apex.
GENERAL TERMS AND CONDITIONS
By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and
apply without exception.
1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components
of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the
Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as
Installed by Apex on the Customer's premises under this agreement.
2, On expiration or termination of this Agreement, Apex and DowElanco_or.its representative are authorized by the Customer to
retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition.
3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System
a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection
or discontinuing the relatlonship(notet Conventional "liquid barrier" method of termite control may not offer an effective
means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different
form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties)
agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)lf
the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different.form of termite protection,
refund to the Customer an amount equal to the fee paid for services not yet received, and;, (5)retrieve, or advise DowElanco'or
Its representatives where to retrieve, the Components from the Customer's premises; and
b, the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of
the Components; and; (2)elther agree with Apex on the use of it different form of termite control or elect to discontinue this
relationship.
ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial installation.
Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termlticide being applied on or close to
the location of any Station, or; (3) soil. Is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies
occurs, the Customer will Immediately notify Apex in writing. Failure to notify Apex In writing of the events listed above may vold this
Agreement. Additional services because of any alteration, addition, or other such event, may be provided. by Apex At the Customers
expense, and may require and adjustment In the annual fee.
DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging any part
of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the,
time the work is performed except those damages resulting from gross negligence on the part of Apex.
PAYMENTIDEFAULT. 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 cumul'ative, and (2) Interest shall accrue at
the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred byApex, whether or not suit is brought.
VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement Is
held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and
effect.
CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right. to
revise the annual extension charge or terminate this Agreement,
DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfilling
Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuellor materials, sttikes,
embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other net 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 beresponsiblefor; (1)termite damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have beenrepairedbyCustomer'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 forcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance With and subject to ali' thfprovisionsoftheUniformArbitrationActasInforceintheStateofFlorida, or the Federal Arbitatlon Act, 9 U.S.C. section 1, et seg. Th( proceeding shall be governed by one arbitrator, and the location of arbitation will be Brevard County, Florida At the offices of Apex or it! designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators rollbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an lndlvid.ual basisandnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees associated with the Arbitatlon proceeding, ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and brelievedofanyliabilityhereunderIfApexdetermines, In its sole discretion, that it is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity. 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 tTheApexCorporateOffice. Apex Is only obligated to perform under this Agreement if the Customer Allows Apex Access to the IdentifiePropertyforanypurposecontemplatedbythisAgreement, including but not limited to re -inspection, whether the Inspection was requestsbytheCustomerorconsiderednecessarybyApex.
LIMITED ASSIGNABILITY. This Agreement is assignable by Customer fora eriod of 1 one year fro nInitial12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer feetpayablevtoApex A (thin h thirty) days of the transfer of the treated Property. Trademark
of DowElanco Brevard
Area Orlando Area Tam*Sarasota Area 508SPlumosaSt. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd N MerrittIsland, FL 32952 Winterpark, FL 32792 407.459.2847 407.858-0540 Tampa, FL 33510 800-
929.2847 888.764-2847 813.221.2847 877.
459.2847
CITY OF SANFORD BUILDING DIVISION
SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT
1, Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences)
2. Two (2) complete sets of construction design drawings drawn to scale,
Complete sets to include:
CD a. Foundation plan indicatLng footer sizes for all bearing walls. Provide side view details
of these footers with reinforcement bar replacement.
o b. Floor plan Indicating Interior wall partitions and room. Identification, 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, Part 5)
p C. Elevations of all exterior walls, east, west, north and south. FInish
floor elevation height as per City Engineering Department or
subdivision plat. ll wall sections to be used in the structure. Roaringpd. Cross sections of a
non-bearing Inter and exterior. Show all components of wall section.
e. Framing plan for floor joists where conventionally framed. Plan to
Indicate span, size and species of materials to be used.
f, Engineered truss plan with details of bracing. Engineered beams for
spacing openings to carry and support trusses.
g. Stair details with tread and riser dimenslons, stringer size, methods of
attachment, placement of handrails and guardrails.
o h. Square footage table showing footagest
Garages/Carports S.F.
Porch(s)/Entry(s) _-.---S•F•
Patlo(s) S.F.
Conditioned structure 2 S.F.
Total (Gross Area) 3'3a S.F.
3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97)
4. Soil analysis and/or soil compaction report. If soils appear to be unstable
or if structure to be built on fill, a report may be requested by the
Building Official or his representative.
5. Other submittal Documents:
a. 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,Sanford, Ft (407) 665.36.00.
c. Arbor pernilt 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. OWNERBUILDER 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 beaeas - columns- cells
6. Rough electrical
7. Rough mechanical
8. Rough plumbing
9. Tub Set
10, Framing
11. Tenant Separation / firewall
12. Insulation, walls and/or ceilings
13. Electrical final, mechanical final and plumbing final
14. Building final .
15. Other
DATE 3 SIGNATURE
ODyOw Azd ent)
Description of Work:
Historic District:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI _ _^
Electrical: New Service —:# of ,9MPS
Mechanical,! Residential Non -Residential _
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential: # of WaterClosets_
Occupancy Type: Residential Commercial
Addition/Alteration Change of Service Tempor" ry Pale
Replacement New (Duct Layout & )energy Cale~. Required)
of Water & Sewer Lines # of Gas Lines
Plumbing Repair— Residential or_Commercial
Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form requited for o-Glace Gh:g:n X)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address: y ,d Zi
Phone:
Contractor Name&Address:
Mate License,,
Phone & Fax:
Bonding Company:
5 Q 17 31-10. 4
Address:
Mortgage Lender:
Address:
Architect/Engineer: Phone:
Address: Fax: -
Application is hereby made to obtain a -permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
issuance ofa permit and that all work will be performed to meet standards ofall 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 'a11 appiieablo ip.w!i rc,gol .ring
construction and zoning.` WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOt JT01A S'T,-qG
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR. A].1
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 managemen to agencies, oifcdcra.lagencies. Acceptance
of permit is verification that I still notify the owner of the property of the requirements o d It /
A(//v3 Signature
of Owner/Agent Date St of Contactor/Agent- Date ROBERTG.-DEL.&O RUSSO Print
Owner/Agent's Name n t Contractor aent's N e Il. Signature
of Notary -State of Florida Date Signature of No--v-State of Honda Da e Owner/
Agent is — Personalh Known to Me or Contractor/Ac- is r 1)ersonalf\ Known to Me or Produced
ID ' Produce'D APPLICAT
ION APPROVED BY: Bldg: I
Initial & Date) Saecia!
Conditions: Zoning:
l t.:::a. FD:_ Initial &
Date) Initial & Date) (Initial cC Dai: COMMISSIov #
DD 212a93 v)!Iv
EXPIRES:
It;ES: June 07 Bonded
Thru Notaq! Public UnderNriters
5-2e-203 7:09AtA FRUM
w,tro"Y,.. i .; • .• ,!r r;,,u ,.r.YCYe•Y:(.+:: ,n• v qn• ,,,,::.• ,,,., .... ,
C(Tl' OF SANFORD PERMIT APPLICATION
pate. Zc 0-3
Permit 9: 03
Job Address:
Description of Work: Z l !-D 1
7.ori;InR Value of yYgrk: S ----- Nutorlc plstrlct -- -
Fire S nnkler/Alarm Pool
Permit Typc Building _ EIcutrical 'V MSchanical Piumbin _ P — -
G ' Chyn6c of scrvicc Tzmpofkry PoleEllxuicxltNewService - p of AMPS JU Z,UD AddtttorilAheragon -- .
Mtchssnlcal: Residential Non•Residcntial Replacement "- New Duct l uyout & Energy Calc. Required)
Plumbing/ New Commercial: It of Fixtures # ot• Water & Sewer Lines it of Gas Lines
Plumbing/New Residential: tt of Water Closets Plutnbing Repair - Residential or Commercial _
Occupancy Typo Residentiai Commercial industrial Total Square Footape:
Constructlon Type: _• N of SSories: 4 of Dwelling Units: _ 6lood "Lone: , (FEMA form requirod for other roan .> )
ARach Proof of Owntr4hip &ILcgal Docr!ption)
Parcel x:
Owncra Name Q: Addresa: c- c f
Phnnr._. - ,J
Contractor Name & Addres<: V\/ n Q 5 1 C 1C `Y__Liu 'I —_``_j _-
Ctk2 _. "zZLtStatLiuenit \-1)
Yhono & Fax: u co 3L„) — 1j 4 y- Contact Perlon: ___&1C . { t „ Phnn:
Bonding Cnmpany: - _ --- -
nd d ie"i :
Morlgabe Lender
Address:
Phont;
ArchilccUEngiricM - -
Pais
Address: -.
Application is her made to obtain a permit to do the work and installations as indicated. I certify that no work or in;L llanon has convnen<ed prioi to tn_ issuance of a permit and that all work will be performed to meet aundards of all laws regulating construction in this jurisdiction, I undmLand thus . sc a apermitmustbesecuredforELECTRICALWORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITION'HRS, cic.
OWNER'S AFFIDAy IT: I certify that all ofthe foregoing infornwon is accurate and dul all work w ll be done in conrv)ianoe with all applicable taus i\gyl7nn8constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMFN r MAY RESULT IN YO R PAY NlTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAN FINANCING, CONSULT WFT"H YOUR LEND`cR OR AN
ATTORNEY BEFORE RECORDiNO YOUR NOTICE OF COMMENCEMENT.
NOT) :In addition to the requirements of thin permit, there may he additional restrictions applicable to this propany 0w! nvy be found in the pu'oirL rc.ords of
this county, and there nvy be additional permits requiral from ul)tar governrncnul cnnhes such as wm aterrnag"nt dismetc, state agencies, Or fedr si aicnc'cs. Acceptance
of permit is verification that I will notify. the uwner of the property ul the require n of f lori , Lie .aw, F> Date
Signaturt,)f Contraetor,Agrnt Jale Signature
ufOwnet Agcnt _ Print
Owner/Agent's Name Pnn! vntnctor/A ent's'ame a!
C Si$
nnurc of Nulary-$rate.. of Florida Hate Cignaturc of Nutaiy !onJ ) l,
iwn r/ngart is _..- Pcriumnny Known to Me ur AN'
L.ICATIO,\ AYI'KOVIA) (IV. 11IdI: __-.-.. ..- Initial
b: Date) pccial
Condliinn;: --- uninunr/
A cn! IS tv Ntc ,,), Produced (
1) _ --- Initial
Dula).. (Inna! k Uetc) fl>•ua', r, Uutc. Mario
A. Zettlemoyer 4ppYPUBCommissionM22.1 38 Expires: ]
ill 1.5, =t.: 7 k=
i;' • ... :
Bonder• Thru 1%
60'1"Atlantic Bonding CO
COUNTY OF, SEI'll INOLE IMPACT
FEE STATEMENT ISSUED
BY CITY OF SANFORD STATEMENT
NUMBER 103-71693 DATE: BUILDING
PERMIT NUMBERiand(CITY) COUNTY NUMBER: UNIT
ADDRESSy______.____ TRAFFIC ZONET ___
JURISDICTION: O6 CITY{ SEC: TWP:
RNG: SUBDIVISIONu TRACT::
PLAT BOOK:
PLAT BOOK PAGE: U OWNER
NAME: __________________-__
ADDRESS: _ y
C_ /{J8_ _______._ APPLICANT NAME:
ADDRESS-.- LAND
USE
CATEGORY: 001 - Single Family Detached House TYPE USE:
Residential WORK DESCRIPTION:
Single Family House: Detached - Construction FEE BENEFIT
RATE FEE UNIT RATE PER # & TYPE TOTAL DUE ROADS ARTERIALS
CO -
WIDE O dwl unit $ 705.00 1 $ 7O5.00 KOADS COLLECTORS
NORTH
O dwl unit $ 142.00 1 $ 142,00 LIBRARY CO -
WIDE Q dwl unit 54,00 1 $ 55.0o SCHOOLS CO -
WIDE O dwl unit 1,384.00 1,384.0O AMOU 2,
285.0O STATEMENT RECEIVED
BY:_
PLEASE PRIMT
NAME) DATE,.: 7~-------
NOTE
TO
RECEIVING SIGNATORY/APPLIC6NTu FAILURE TO N8TIFY OWNER AND ENSURE TIMELY
PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** - DISTRIBUTION: 1-
COUNTY 3-CITY 2-APPLICANT
4-COUNTY NOTE** PERSON8
ARE
ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE
AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE
ALSO ADVISED THAT ANY RIGHTS OF THE APICANT , OR O WNER, ~~ TO APPEAL THE
CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR x« EDUCATIONAL (SCHOOL)
IMPACT
FEES MUST BE EXERCISEDBY FILING A WRITTEN REQUEST WITHIN
45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT
NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUP\NCY. THE REQUEST `
FOR REVIEW MUST MEET T\fE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF THE RULES GOVERNING \APPEALS MAY BE PICKED UP,
OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET,
SANFORD, FLORIDA 32771; (407) 66577474. PAYMENT SHOULD BE MADE
TO: CITY OF SANFORD BUILDING DEPARTMENT NORTHPARK AVENUE
SANFORD. FL
32771 PAYMENT SHOULD
BE BY CHECK
OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND .CITY
BUILDING PERMIT NDMBERAT THE TOP LkT5 OF THE NOTIC& THIS
STATEMENT IS VALID ONLY
It! CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT*******==*******
i- a —.,... _,.v.,........... tea,.. .... .. .. .. , ...,.-,..,..,r.,e..,m .. — . .. .®—i.
I
I
PLOT PLAN -
DESCRIPTION:
LOT 135, BAKERS CROSSING PHASE 2
AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDAi I
i
LOT 135 CONTAINS 5500 SQUARE FEET t
THIS STRUCTLPRE CONTAINS 2107 SQUARE FEET II
TOTAL CONCRETE 625 SO. FT. t
TOTAL SOD 2768 SO, FT. t
TRACT "A"
LUSITANA WAY
50' RIGHT OF WAY I —
S 0
t --. -.. - PT' N90'00'00"E 420.00 - PI Q
235.00' 185.00' 0
CENTERLINE OF DI O - coNRIGHT-OF—WAY PIN
of50.00 Z;"
N90'00'00"E a
GRAPHIC SCALE 10 UTILITY EASEMENT. i Q
0 15 30
DRIVE.:'..,. 5.0
5.0' 19.6' "N r, 14.7'
5.7' N 0
O 0 I
8.
I
A/ o
L`' LOT 136 - PROPOSED LOT 134
O
O MODEL 2879 C O
FINISHED FLOOR
O ELEVATION=28.9 0
O O j
O O
O O
Z s.o'. 4D.0' s.o' V)
i 1 i
VI IY
L . — . — —
LOT 135
DRAINAGE TYPE B ppv+JrvJL{;j
C,. dl y
I.aa_
N90-00'00"W
I
50.00' s
I
LOT 127 LOT 128 LOT 129
I
BUILDING SETBACKS
FRONT: 25'
II
REAR: 20'
CORNER: j15' LEGEND
MLW: SO BUILDING SETBACK LINE
PREPARED FOR: - CENTERLINE MLW MINIMUM LOT WIDTH
POB POINT ON BOUNDARY i I
RIGHT OF WAY LINE POL POINT ON LINE
D.R. HORTDN PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE
POC POINT ON CURVE
PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD
1. ELEVATIONS SHOWN ARE PER LOT GRADING O CONCRETE
PD PLANNED DEVELOPMENT
0 DENOTES DELTA ANGLE
PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS
LS LAND SURVEYOR
NGTHlDENOTESARC
D BEARINGC.B.' DENOTES CHORD BEARING .
THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES
PRM PERMANENT REFERENCE MONUMENT
PCP PERMANENT CONTROL POINT
PC DENOTES POINT OF CURVATURE -
PI DENOTES POINT OF INTERSECTION
ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE
PT DENOTES POINT of TANGENCY
THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION M) MEASURED
CALC) CALCULATED TYP ,TYPICAL
LIST FOR CONSTRUCTION. FND FOUND A/C AIR CONDITIONER
ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA C/W CONCRETE WALK CBW CONCRETE BLOCK WALL
FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES S/W SIDEWALK RP RADIUS POINT
R RADIUS
ONLY. THIS IS NOT A SURVEY
CP
PBC POLACpTEE99BOOKNCRETE PAD CS CONCRETE SLAB
THIS IS A PLOT PLAN ONLY NGS NA1URAl GRADE R/W RICHTCHORD
SO. FT. SQUARE FEET ORB OFFICIAL RECORDS BOOK
i 1, THE SURVEYOR HAS NOT ABSTRACTED THE i.
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL LAND SHOWN HEREON FOR EASEMENTS, RIGHT
NO 120289 0045 E DATED 4/17/95 AN—D OF WAY, RESTRICTIONS OF RECORD WHICH '
IfOUND
THESU8JECT PROPERTY APPEARS TO LIE IN ZONE',A MAY AFFECT THE TITLE OR USE OF THE LAND
AREA '_WITH IN'tAO;YEAR FLOOD ::PLAIN, ANDZONE',-_-_ X 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
AREA=OUTSIDE OF 1'OO—YEAR`FLOOD PLAIN. LOCATED EXCEPT, AS SHOWN.
3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINALq
j BEARINGS SHOWN HEREON ARE BASED ON RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
t THE NORTHERLY LINE OF LOT 135 AS
BEING S90'00b0" E PER PLAT. jg zFIELDDATE: ) REVISED:
SCALE: 1" = 30 FEET
i!! APPROVED BY: SJ
i FORAMERICANSURVEYING & MAPPING
L ASM42092 CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 HE
FIRM4RPSM4428
JOB NO. 320 EAST SOUTH STREET, SUITE 180
DRAWN BY: LOT PLAN 07-24-03; SOD
ORLANDO• FLORIDA
32801- (407) 426-7979 - WILLIAM R. M DATE
ONE By WOOD
BUCK BY OTHERS
CAULK BETWEENVU4HOvFLANGE -
t MOOD BUCK
STUCCO J
By OTHERS
ERIMC CR
CAOLK
Br.OTMERS
wag vwm JGLAZ" DEAD
H 4TYPJ
DOWIT)
CAULK BETWEEN WINDOW
FLANGE t PRECAST SILL
V/ WOLKEM Ufi ADHESIVE
CAULK. OR APRV•D, EOL_
PERIMETER
CAULK
BY OTHERS
CONCRETE O?
MASONRY OPENP+G
BY OTHERS /
A l zI.
CAULK BETWEEN
WOOD BUCK t
HAS'Y. OPENING
BY OTHERS
MIN,
EMBEDMENT
INSTALLATIOM A+CNIOR
3/16' DIP. TAPCON
aW. 3-i,•' HIM
MCK WIDTH EMBEDMENt
INSTALLATION ANCHOR 1ONEByWOOD3/16' D1A TAPCOr+ D
BLOCK HECKBYOTHERS _\
SHD+ AS RCO'D.
RIGID VINYL 1/4• MAX
GLAZING BEAD LSEE NOTES)
CTYPJ
BY
vI
SMIN AS REO•D.
SEE N40TCS) JTTPTE .xSEENOS) FLANGE
TYPE FLANGE
TYPE WINDOW FRAME WINDOW
FRAME . JAMB CAULK HETVEEN v HEADERWINDOWFLANGEPEa1ME7ERtWOODDUCKCAULKGLASS
9Y OTHERS 4TYPJ (
SEE NOTES) V-W. tWINDOW
WIDTH. E4.
CAIX.
K BETvCEN WEIGHT)
WOOD BUCK t MAS•
Y_. GKmING By
OTHERS SECTION
B-B FLANGE
TYPE MEWINDOWFRAMEtOMCRETE OR SILL
MASONRY OPEHD4G 1
HY
OTHERS a
CAST
W.
W. SILL
f . 1 o IT
OTHERS A hc SECTIONA -A A B C 1)
SHOW AS REO•D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM
STACK TO 6E 1/4. U 4
E
2)
WVOOW FRAME MATERIAL: ALUMINUM ALLOY 6D63. 3)
INSTALLATION ANCHOR MUST 8£ OF SUFACIEM7 LIN. TO AC,1REvET N 1KN. EUKDMEM OF 1-1/4- INTO AIASOMa2Y OR CONCRETE. 27
4) USE SEICONZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS.
SILL MUST 8E ATTACHED TO THE SUBSTRATE WITH B K B 0 VULKEM
116 ADHESIK CAULK OR APPROVED EOIJAL. 5)
USE SKJCON2E0 ACRYLIC CAULK FOR PERIMETER SEAL AROUND „/.j-!. AST
EXTERIOR
OF WINDOW FLANGE,rr 6)
IF EXACT vfs400N SIZE IS NOT USTEO w ANCHOR CHART. USE ANCHOR
OWMTITY LISTED WITH NEXT LARDER SIZE. FO% r = g)
APPROPIw"
E DESIGN PRESSURE REO'D. WAY
VARY PER THE TEOUREMEMTS O% M AST7) LASS TE*300GICKMESHURTS. e, a)
LETTER ^_EM.NADONSON THE TAPCON LOCATION CHAP.TK401[}:TL WHERE
TAACON ANCHORS ME TO 5E W.TAL._0 WHEN LOW. THr- S. EXTERIOFELEVATIONASAKEY. L.) 9)
ALL FACTORY APPUEO !-GEES NOT DESO"TED FOR TA^r_C•MANCHOR
SHOULO 8E HELLO WWTN ja YR t7S OF TO
PROVONE IA91, ./s ON E"KDAIEM- a. o WOOD &". A R 10)
FLORIDA XTRUDERS UZ10 SERIES SO#O v. r, IS Smrj%-.. T\
f 1 I PRR4A, SO APPLIES iO -r_ F. IOA EA.fi.L:Cnj j5x A.., .%o V
t,1 I ION VSERIFS
SA:GI_£ HUNG-, - I_ 11)
WMERs w-NWr F F _ qv VA: w C' 'eNr -7- . - — STRLro
Wr 5 W X = H NG r
1/_MN.N" UFIC NVJ0.A E X I:IALL TAPCON LOCATION
CHART CALL BUCK
LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE
30PV TO 4OPz. 4I*V TO 70Psr 30.SY TO 4GOV 410,E TO Opts : ti 13
to1/6 X 25 18 4/
5 X 37 3/6 145 fa
1/6 X 5S I/•.I 15 is
1/8 A A2 : 8 16 3/0 It 17 F
i t 23
3/2 X 23 4M3 f
N4 25
2/
2 X:37 3/6§iFe F 23 //2
X 49 5/6 K45 inn/
i usi J 61N6 25
1/2 X 71 _ g 6 FF `s fF'# IM7 25
f X 63 a 8 fCJJC- 30 3/
2 • 2E 29 1/2 25 30 3/
2 . 36 3A 29 1/2 X 37 3/9 8 B FF 30 1/
2 . 50 VII 29 3/2 X 49 5/4 a 6 F,G iFJU 30 1/
2 . 56 1/4 29 1/2 X Si 1/4 B a F.GrFJHJ 30 3/
2 . 53 29 1/2 X 62 9 6 FA F.G" " 301/
2 . 72 29 1/2 X 71 6 5 - FFlU FFlHJ 30 I .
64 29 1/2 i 63 8 D F.G.HJT FFJl1 22 6
X 25 23 36
X 37 3/6 a a FJG FA 24 34
X .9 MI6 a B fF F.G" 24536 .
55 0/4 a a F.G F.G" 25 6
X 62 a a FFlIJ FFlq 26 36A71BaFFlUQ.EFFtU 27 36
X 63 6 D FAAA FFJUJ.K 4 . 41
X2stu 42 4
x 3/6 1 X 37 3/9 6 6 FF FFJU 2 • 50
5/8 41 X N 5/L a 6 FF FAIV 2.56
1/. 41 1 551/4 9 a F.GAJ FAA 42 a
63 11 X 62 6 a FFlU O.UAHLI 42 a
72 1 X 71 8 a FFJU O.EFFlU a . 84
1 i 63 B 8 F.G j.K I FA"Ax 48 26
47 X 25 5 A.CrJG Y3/
5 7 X 3) 3/t a A.0 F.G F.GJU 40 . 50
5/0 7 A .9 5/3 8 A,C F.G F-G" 0 , 56
1/. 7 1 35 l/. 5 A.0 F.G.MI FClU s7 X
62 8 A.0 FAMLOO.EFClU 4663727X718ACFFlUD.£FFJU 4 47
A 83 4 M1 2 52
1/3 X 25 8 A.0 rCF.G 33 52
1/8 X 37 3/3 8 A.0 rF i.G•M! - 34 52
1/6 X 49 3/8 a A.0 FFJUFFlU 345 52
1/0 X 55 1/4 8 A.0 FCJIJ DEFFJIJ 35 52
1/3 A 62 E A.0 FFJU O.EFA.MJ 36 52
I/6 A 71 a A.0 FFJIJD.E_FFIIJ 37 52
t/0 A 63 A.0 F.0i.K O.EF.G.J.Kjx 3: SIZ_
NOT AVAAASLE 1M 1000 OR 1 W SERFS. INTERNATIONAL INC
FLORIDa EXTRUDERSSANFORD. FLORIDA 1 TITLE.:
INSTALLATION iT TA p SGt
HUr4`-"_ .IGc . I N?L - S=F, i =S 1000 11,00 e QC! op.'0
N BYI APPP.OVED BY: DAT_: 1 LJ/&-/
U' ;:GALE . 1 C JnTFG. -LtlXUJ 10
CAULK IE7%rEEmlImwvrim & —
SHEATHING
INSTALLATION ANCHOR
ce v" SCREW
STUCCO
By OTHERS
PERIMETER
HEIGHT
1. Ilk
EKBCDKNT 1/4' MAX
SKAT"ImG Two By VOOD
wtNDOv WIDTH SHIN SPACE.
BY OTHERS BY GTHCRS SHIn AS REO-IL TWO BY WOOD
STUD or OTHERSCSCENOTES)
SHIN AS REOlaw
tSEE NOTES)
CErmAL
11 4' 11AIL 1 ,
VF&
a z ;CSEE POTES:;;; SPACE. F rs
rlm TYPE
RANC, 'j_ DOV 4
HEADER rim WYK
yJNtIIOV FRANCGLAZING (TIP.) 7 JANJ -
SCE NOTES) 'i PCRIMCTERV107HCALLK
BY OTW-QS
X'sBY 01711111
SECTION, B 4-B--
24' O.C. 1: 1 COUALLY SPACEHAX. 4(11P.) 11 ANCHORS CTTPJ
VINDOW
HCK!HT 1) 9-NU AS REO'O. AT EACH INSTALLAITON. k 6wR
GLAZING (TYP) MAX. ALLOWABLE SHIM STACK TO Ot'4 1 , ;
SEE NOTES) 2) WINDOW FRAME MATERIAL- ALUMAWAL
3) wsWAtLAWjom ANCHOR MUST BE OF SUFFICIEMT. LitL
To ^cp*M MIN. EmeCDWENT OF I' INTO WOOD BUCK 2
4) USE SILXONIZED ACRYLIC CAMX Wo" FIN
I KEAD, SILL &JAN
5) USE SUCONIZED ACRYLIC ER SEAL,-f.,g.
6' "AX 4TYPJ AROUND EXTERIOR Of
6) IF EXACT WINDOW SIZE KNOT
USE ANCHOR OUANTITY UsTo,wil"
FIN TYPE ELEVATIO 7) GLASS THICKNESS MAY vAR-. PER
fImDDw fRA"E ASIM E1300 CLASS CHARTS-
Is
PERIME TER
SIWARBLE SILL viEwEO FROm EXTERIOR 8) FLORIDA CX7RUDM 1000 SERIES SINGLE NUHre
TINS PRINT ALSO APPLIES TO MWE. FLORIDA EIRUDERS 3-.Po
CAULK STOOLHCRSBy AND 2000 SERIES SINGLE WJmG WINDOWS.
By OTHER,;
INSTALLATION AHCFrR
99 -400D SCREW
STUCCO
by OTr'—:?S
CAULK BETVEEN
WINDOW F IN
t SICAT..Wr, 3, QT:ERS
Ivo sy vwo
By O-,ncps
REVDESCRIPTION DATE jINI FLORIDA EXTRUDERS INTERNATIONA-1 INC UDERSSANFORD. FLORIDA TITLE:
INSTALLATION Dc-'7=ZTL W/#? SCREWS S—
R!ES 1000, 1500, 2OW NGLE "J4—CFIN ';:'.:L D?-
WN BY: BE APPROVED BY: DWG
Exr Z,_S !;=T
SmEATHUC
BY OTHERS
CAULK BETWEEN
Cn9C DHrtNT
WINDOW FIN L\ WOOD FRAMING WINDOW WIDTH 1/a MAX.
SHEATHING By OTHERS
A
SHIM SPACE
INSTALLATIONREW I. T4 T TrT'+Li A FLORIDA B.O.A.F• By
OD FRAMING
ANCHOR 48 SCREW
1A S; ttl AS R£0'D.CLII i • AL HY OTHERS
SEE NOTES) x A {UFACTtr"R NAME: EXTERIINGORTHEINISHRi.I'1 U1L+
By OTHERBYOTHERSVII8YOTHERS
Dili" SPACE R FILE # 1
PCRIMETER JCAULK
BY OTHERS
WINDOWHEIGHT
EXTER*R
PERIMETER
CAULK
91 OTHERS
f
NSTALLATiON ANCHO
x2 W4O-I SCRE'
ExiE2 By FiNISreOrHERSCAULK
BETWEN SrEAi.;
IIY GLAZING
SEE
NOTE 6) SC
TIr - BUCK
HEIGHT
FIN
TYPE WINDOW
FRAME OWN
1!
s• nAK. SEE
ND'Eb t_ -
000 FRAN6NG BUCK ;
Y CTHE.iS I•
M:%I _ EHCC ^.
p'CN i VIP
HE
GLAZING
cSEE
NOTE 6) INSTALLATION
ANCHOR
98
SCREW EXTERIOR/
xTERpRCAULK BETWEEN WINDOW
FIN L
SHE SECTION
B-B FIN
TYPE PERIMC TER ExiER10R FINISH WINDOW
FRAME CAULK Br OTHERS BY
OTHERS Ate,
ELEVATION
vEwE^
JFROIA _xTER1OP 1
B
NOTES.
1)
SHIM AS REO'O. AT EACH INSTALLATION ANCHOR WITH
LOAD BEMac SHIM. MAX. ALLOWABLE SHIM STACK
TO BE 1/4 2)
WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3)
INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT
TO ACHIEVE MIN. EMBEDMENT OF (- INTO
WOOD FRAME. 4)
USE SIICONIZED ACRYLIC CAULK FOR PERIMETER SEAL
AROUND EXTERIOR. OF WINDOW FRAME. 5)
USE SBSCONIZED ACRYLIC CAULK BEHIND WINDOW FIN.
6)
GLASS THICKNESS MAY VARY PEP. REOuIREMENiS OF
ASTM E13M CLASS CHA?75. SINGLE GLAZING IS
SHOWN. INSmATING GLASS ALSO OOUALIFIED. 7)
FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW
IS SHOWN. TwS PRINT ALSO APPLIES TO THE
FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICTURE
WINDOW. 8)
SPACE INSTALLATION ANCHORS AT 6- MAX. FROM
CORNERS AND MAX. 24' O.C. DESIGN PRESSURE
CAPACITY OF INSTALLATIONS. WITH. ANCHOR
SPACING AS STATED. IS 70.0 PS;' FOR ALL
AVAILABLE SIZES LIP TO 73' X 71- OR 63-
X 95- OR 119- x 37-3/8- MAX. 9)
WINDOW UNIT CAN BE MmLED TO OTHER UNIFS USING
ALUMINUM FUSE w1LL:ON. SZE MULL'AN INSTALLATION
Sr.ETSFOP.=EOIREM£NTS. INC
FLORIDAEXTRUDERSSANFoD1, FLORIDA TITLE:
INSTALLA UN i = AiL G/ '8 WOOD SCREW FIXEC1
F ?ti WIND=N - SEFRiES 2000 \1000 DPAWN
BY' B-3 1 A???OVED BY: DATE ! / ! ?/
C= S-AL`... T S.IDNG.: I='PDO.-;'J
i . 99
INSTALLATION "CHEIR ._ — DOOR WIDTH /<' NAx. SHIM SPACE INSTALLATION ANCHOR
SHIM AS RE-0-0 cS SCREW.
TWO ET WOOD c2 SCREW
S EATH1NG (SEE NOTES) EMBEDMENT'
BY OTHERS TWO By WOOD
By OTHERS CAULK IETWEEN -
Er OTTERS
TWO BY WOOD SLIDING CLASSDOORFLANGE ,
r......
L SHEATHING By OTHERS DOOR FRAME CAULK BETWEEN.:' JAMB MODK STRIP t
SHEATHING:..,. }.
ICING GLASS DOOR
y. ! HOW STRIP > STImmASREVEL *, #
t/s' MAIL
SHIM SPACE
p€1
t,- }, {t 21 I yY
TNSTALIATWN ANCH R
k
a DB SCREV rt
t-VB' MUL - T 1 '•` 1 i':1 : Y pli(EDHIEHT
EMBEDMENT -TEMPERED GLASS, l sijBETWETTP9EN; E b1:pk { :x STUCCO — - --
yr' i`LN1T` OR ;
SUING i,SIEATMFNG .. _ v
B7pucas
SLIDING GLASS _ ^ G 'r 5
COOR FRAME ._.-1_.."..._...___....._ ./:_• F
RPCTER HEAD CAULK
BY , < OTHERS
PERIMETER SHEATHING ` ' N ; CAUK
B7 _, __ BT OTHERS TEMPERED GLASS --y r t
OTHERS - ,STUccu (TYPE TEMPERED
DING
TETEMPEREDRED
ORS DING GLASS <
TVP) ..., - ;$Y OTHERSGLASS BOOR 9 B7 07
f + 6 H
Ea ss INTERLOCK
DI "}
DOOR - .__
S. . --
1--
y_.
1. y HEIGHT SECTIONB—B t' sz Ox S1T P ODE kA 4,I HD RI TAIL g SLIDING
GLASS
BOOR FRAME
SILL 0
f
x3
44 R U
DOOR
STALLATI AUCREV Him 6D61 .%.2 IEDN[wi
I b . obStA, INTO = TA MIST DE or I LfF1CICOTLENGTH ro ASILL P TR.i E Or
t-VR' bro Vp06 TAPCOH IrPE INSTALLATION SITCC SILL nRYt1-
1/
4, N OR UffICIENT LENGTHTOAOH%,VE ,OM E,9CDNE H-.Vs• INTO 1NSDitT Q COEREIL - b bSTM,
LATM ANKMR CHA ITT O• DACD OF THIS SHEET. •' - S i,• y CtS• AH uL:
SRSCO [na ACRYLIC CAMK DCHIND DOOR FLANGE AT HEAD L JwNS k k i PERINETER SEALEXTERIOROrDO6L31USESILICONIZEDACRYLICCAW[ FOR AROUND of IFERACT
DOOR SIZE IS NOT LISTED IN ANCIM CHART. USE ANCHM OUANTITT LISTED VIM NEXT saw; LARGER SIZE. FOR INC APPROPRIATE DESIGN PRESLOM REO•D. - TH rutPOCKETDOORSIZESUSECLOSESTWASSDOORSIZEiCOfIGURATIONtorDd4EDDOQYNf ,at Tt PLACE INSTALLATION
MCNORS, INFRONT or MXk STRIP AS SHOWN GLASS THICKNESSMTVARYPERREOVIC-Cwl% Or AST" EIIDO GLASS CHARTS. S R> 9,
DOORUNIT It APPROVED USING TCMERCD GLASS IN SINGLE GLAZED OR INSIAATRG GLASS "r "P7 te, JAND
i SILL CORNERS ARE TO SE SEALED MIT" A SHALL JOINT SEAM SEALEC It, SNUIASRERFD, AT CA SET Or INSTALLATION ANCHORS MAX. ALLOVADLE SHIN SIACX TO DE VL-. K, ALL
De IALLATMN ANEt6S MIST K MADE Or C'JZROSTD+ RESISTANTNATERI LS 13, VNM `
X- Rr-?REsCMTS MDMSK PANEL Ape V- REPRESENTS FIXED PANEL APPROVED COFWAO TtON:
ARE AS LISTED ON ANCHOR D"f ON INN OF TNIS SHGt 1A, O
NQ1 ALLCOWAATIOTSLISTEDAJOVEAR: S+OVN m. THIS ORAVUG, HOVEVED INSTALLATION EXTERIOR ELEVATION SECTOR• •
A -A•• •D-D' L HOOK STRIP DETAIL APPLT TO INSTALLATION Or ALL A7P40vEe T t Enpf_
OHENi c*SfiC.. EXf rE. A IS, iLORIDw
SERIES A AND5rooDSE.S. AIDDG GLASSDOOR IS SNOVn tNdi PRINT ALSO APPLIES ro 4 C! lT d
H-I/
t' MiN. - 2 PANEL D[P- SHO'M Z'ODD SERIES W300 SERIES. d REV DESCRIPTION
DATE
INI - L P I D A EXTRUDERS - LIBERALLY APPLY I \
INT. INC. CAUL.KiNG UNDER
SILL SANFQRD FL z
ff OR SET
SILL. IN DEC IN;TALLAT;L0N ANCH2TN! TITLE: SLIDING GLASS Dl'JUR'.. or CaMcRETr 3/Ib- OT.FU. TA LON - SEMON A —A
INSTALLATION WITH #2
SCREWS DR.?NN BY:
93 ,PPPMVED BY: i ,i CL32 # {
ATF: !2/17/Di ALE: HI; ?.fit X9^.,27 S+T 1 Of
1000 Sit 1 X 2 X 1/8 1000 SR 1 X 2 X 3/8 JVO BY-VOOD DETAIL C
JAMB (TYPJ TUBE MULLION JAMB (TYP2. TUBE MULLION BUCK BY OTHERS
i b i8 X 1/2 SELF a8 X 1/2 SELF 11/8' MIN.*^
s> x34ly0} y TAPPING SMS TAPPING SMS EMBEDMENT 1.:
fie ... 5A
2 X 4 X
T.TUBE MULLION :XttV s: i
I.'
f `
1•{f.. 'i L '` ..+-,..»;. VIMDOV FRAMEate Wit.? z
qramAl1
M111[l/ .- (4 4 :1% 118
dC-1-1/2'3EL1` .,.,• .._.. t8 X 1 1/2 SELFP i Xut{ ` o fl ,".TAPPLiTAPPD(GSMSN
zA—A` 1 .. _IK r _{ s\ i1000 .Sli - [ - 4 App+JES -To,HFM 4c k i 1,
X
2 7 7c sf/8 : _ v _ =JJMB CTYP sF TUBE MUUiONS ARE lJSEO r v crd000
Sx X z,7/16 X WS -- _ -- * a v r+ 1000 S}
i - TUBE.FtL.LiON H C7YPJ' i .--- _ ='' -e.
APPL
S TO t`i=ADSJk -SILL WI ERE TUHE MILJIDNJAMH (TYPai
1 7 16 TUBE UULEtONS IRE LSED SELF I , _
1000S.
H; JAMB (TYPJ
D4ST TTQM
ANCMQD t8 X
V2 SELF TAPPING SMS
R8 % 1/2 SELF 'jigs VtpD'SCREV TAPPING SMLS
I TAPPING SMS DETAIL T. T
BETWEEN
M c
T ti Sax 1
1/2 SELF : t SEALANT --BETWEENSEALANTWINDOWFRAE
TAPPING SMS L MULLION a- MMUUtO
SECTION A —A (7) L - - _ _ .._ _ L MULLIONMAn" WX 1-:
In SELF.LtI SO X 1-1/2 SELF TAPPIMSISMIS ` --- TAPPING
SMS DETAIL C - p r . _. .
VMM FRAMING
SECTION'A—
A Y3 i - SECTIONA -A (4) AUxtuARY PLATE < 1 X
4 X 1/8 ' 1 X 4 X 3/8 Q• OR [ ANaRMS _ F ADDITIONAL . WHEN REQUIRED) iTUBE MULLION
TUBE MU1i[N 1000 S.
R q3 8 X
1/2 SELF TAPPING SMS
SEALIwT BETWEEN
WINDOW FRAME
L MULLION
8 X
1-1/2 SELF TAPPING SMS
r/TI/
lAI • A /C\ R8 X
1/2 SELF TAPPING SMS
j SEALANT
BETWEEN WINDOW FRAMELMILLION
R8 X
1-1/2 SELF TAPPING SMS
Cfr`TInN,
A y /rl 10 1
R8
SELF
TAPPING \ MULL SMS (TYPJ ` TA ATI N
E VIEWED FROM .
EXTERIOR FLORIDA EXTRUDERS
INTmNATIONAL,f uric
SANFORD, FLOR>
DA TrnE: SER.
1000/ 1500 FIN SHEET 1. OF '2 VERTICAL MULLION
SECTIONS SEE OTHER
SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE
CAPACITIES DRAWN BY:
MSH APPROVED BY:
s X X i/9 4 S Fi - r I Y E X 2/E E 4'%__ E 0 -
T••! :VPLLIGK C,')_ate (T"Pa 71}x= !4!! It e a < isY CtFu%c$ EYr Mai
r _ ` TY- 13TWRS
f T . i/c tsIit.
r #E.9C V t SE4F_ ; , . se 7(-1/E SF1 EhAi N7
r TAr,=3i.t sits: - —. _ IPprr F 7 -
14,
r _It7G-- -r.- ...,..s...r..: _ ,c tisw.awsv?* St '_-. i '4 2G y - z-••-•-. s--_....._
jTypick UJON
cnbr S ' A cis¢+ 3.St C 10 (2 - - - - Y.+: (oa SJO H
g -
dt:Z-X
I _
a
20' X c 71161 - -, 4,= } y
nrt .....__
f i X, C .7JiE.X a/&
M- [ T YCC r. .I.FV... 1 L. i two S.} ..-, . tow
JA!(E tTYPJ JAMS (TYP.) ---- D 17iL
Io2i.' S.P
JFJ{-- CTYr_J
it}STAt! Ai:S XT Lc SELF f t,
TAPPING SAS /IE L7Ayf
s s8 X i/2 SELF ! -",SCREWzsx1/2 SEL
TAPPli SYS -- .:. - UP'DrINGSR4liL
SERih'+iT °ETWE-cri t
1 ,S-c.4tic.4•T BETWM-4- TAPPING, SMS VINi7fhT FLArX'" •i :, i ?"
k%
y- +`
7?5-c6Lf7(TsetR'-cdi - -i,'
Hl.LIZYt
S: _ - t M.AAIflK SECTION A—V i i kv- ''$#ee-t .
v
s t , cr- ST stw-ET e*iERStteX2-2/i--S£LF $ r' -
i TF?PING SMS V sc : ' Tt4P?L`G SMS s'ETtIL f 6_IX!! lap- RASECTIONA—X rf3SECTION V ` t Y c%GR ADD-Tj-_%A!- A%-W%-AS, . MIEN ;MQWREW
i IX4XI/Er xex3/5 ; v-- 0 '
T6BE Min L N et SE tff;l7fPi
0 •
O•
1 ;
I ' t _
r
pGT i A
J..1'.3 .. .r 'weo:a
i Sms cTYP.: r Tar: i 1 O _
02 X `_: S F eo x I/2 S LF j_- ?criC .` cri} EXT=rs R
Ta?r Y SvS - — — + INTERPiATtOM -ANC fT
FLORIDA EXTRUDERS SANFOM MPMA "
TTTLE: ;E L_ i NGE SNrE= T 2 rJF 2 }
F• }+t T _.*. - ' C. r UR
nRiWN' 2.: "`_. tPPFOVED BY:
f
PRODUCT CONTROL NOTICE Or ACCEPTANCE
Premdor Entry Systems
911 E. Jeferson, P.O. Box 76
Pittsburgh ,KS 66762
MIAMI-DADS COUNTY, FLORI
METRO-DADE FLAGLER BUILDI
BUILDING CODE COMPLIANCE OFF'
MUMRO-DADS FLAGLER BUILD
140 mir FLAGt-mt 57ntr-.L"T, surf!.. I
MIAMI, I-LORMA 33130.1
J05) 375-2901 VAX (303) 375-2
coWRACCOR t.tCr•KSUNc SECT
305)375.2527 FAX(305)373.'
coniL\crrotc t vis
305) 375.24)" PAN (305) 375-
rRouuc: r CON*rnot. uwt
305) 37$-27021'AN Off 5) 371-
Your application for Notice of Acceptance (NOA) of
Energy 6-8 S-W/E Inswing GI:tzcd Double w/sidelites Residential Steil 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-Dai
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 i
product or material at any time from a jobsite or manufacturer's plant for quality control testing. if i
product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend
use of such product or material immediately. BCCO reserves the right to revoke this approval, if i
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. /11211/
ACCEPTANCE NO.: 01-0314.25
EXPIRES: 04/02/2006 Raw iwariguez
Chief Product Control Division
THIS IS TH-E COVERSHEETLSEE ADDITIONAL PACES FOR SPFCIRC AND GENERAL
CONDITIONS
BUILDING CODE 4& PRODUCT REVIEW C0NIMITTEE
This application for Product Approval has been reviewed by the 13CC0 and approved by the Buildi
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions
forth above.
r1 l' 1' RO VE D: 06105/200 i
ffrw- 4-"
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance 01'lic
Premdor Entry Systems ACCEPTANCE No.: 01-0314.25
APPROVED : JUN 0 5 2001
EXPIItES April 02, 2006
NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS
I. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000
approves a residential insulated door, as described in Section 2 of this Notice of Accepts
designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[
County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 23
not exceed the Design Pressure hating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entcrgy 6-8 S-NV/E Inswing Clazeci 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)," prcparec
manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade' Cot
Product Control approval stamp with the Notice of Acceptance number and approval date byMiami -Dade County Product Control Division. These documents shall hereinafter be referred t
the approved drawings.
3. LIMITATIONS
3A This approval applies to single unit applications of pair of doors and single door only, as shown i
approved drawings. Si;ig(c door units shall include all components described in the nctive leaf o
this approval.
3.2 Unit shall be installed only at locations protected by a canopy or overhang Isuch that the ang!c
between the edge of canopy or overhang to sill is1ess than 45 degrees. Unless unit is installed.ir
non -habitable areas where the unit and the area arc designed to accept water infiltration.
4. INSTALLATION
4.1 The residential insulated steel door and its components shall be installed in strict compliance wit
the approved drawings.
4.2 Hurricane protection system (shutters): the inttallntion of this unit will require a hurrit
arotection system,.
S. LABELING
5.1 Each unit shall bear n perimanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved"'.
6. BUILDING PERMIT.REQUIREiNIENTS
6.1 Application for building pcnmit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies ol'the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installalio
6.1..3 Any other documents required by the Building Onlieial or the South Florida Building Co
SFBC) in order to properly evaluate the install on of this system.
Manu 1 Pcrcz, P.E. Product CoC Exam
Product Control Division
Premdor Entry Systems ACCEPTANCE No.: 01-0314.25
APPROVED
EXPIRES
JUN 0.5 2001
Anril 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
Renewal of this Acceptance (approval) shall be considered aster a renewal application has been fi
and the original submitted documentation, including test supporting data, engineering documents,
arc no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
c. If the Acceptance holder has not complied with all the requirements of this acceptar
including the correct installation of the product.
d. The engineer who originally prepared, signed and 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 be cause for temiinntion 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.
5. Any of the following sl;all also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. - Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or
other purposes.
6. The Notice of Acceptance number prccedcd 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 displaycd, then it shall be done in its entirety.
7. A copy of this Acccptancc as well as approved drawings and otlicr 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 tine. The engineer needs not reseal the copies.
S. Failure to comply with any section of this Acceptance shall be cause for termination and removal
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
EVD OFTHIS ACCEP'',\NCE
ManueePcrez, P.E., Product Contr xam
Produ 'ntrol Division
Glazed Units
COP-M-MA0100-02
FIBERGLASS DOORS
6'8" Height — Inswing
rrangement
X
Singles (tvidth)
2'0"
ftl3sonite International1
COP-WL-MA0141-02
1 i 1
02-0419.08
Application Fled)
1'
52.0 NO
2'6"
2'8"
2'10"
3'0"
TV Not Listed Not Listed
Arrangement
X0, OX, OXO
i
MultiplespMasonite..Miami-Dade
COP-WL-MA0143-02
BCCO
02-0419.08
Application Filed)
UPS li o
52.0
C. CI
NO
2'8" + 17
210" + l'0"
2'10" + 1'2"
To" + 1'0"
37 + 1'2"
1'0" + 2'8" + 1'0"
COP-WL-MA0144-02
02-0419.08
Application Filed) 52.0 NO
I
I
1'0" + 2'10" + 1'0"
1'2" + 2'8" + 17
1'0" + 2'8" + 1'0"
1'C" - 3'0" + IT"
1'2" + 2'10" + 1'2"
1'2" + 3'0" + 17
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
210" + 2'10" + 2'10"
3'0" + TO" + 3'0"
XX, OXXO
2'8" + 2'8"
COP-WL-MA0142-02
02-0419.08
Application Filed) 52.0
I
NO
I
i
2'8" + 2'8"
210" + 2'10"
3'0" + 3'0"
TV + 2'8" + 2'6" + 2'6"
COP-WL-MA0145-02
02-0419,08
Application Filed) 52.0 NO I2'8" + 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 & geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structares). National, slate or local bui'ding codes specify the edition required.
5 Masonite Wernrional structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, Q12
U
0 akc aft AR EK"
11n1•'M41.A{1 ANVxy 1,00.4, Po".T N!arty, l"vt Doer,
ri r nrr ~
Aw1rs zal
Our C0e4nul-9 Dung— 01 p.01VC1 e110(0,Tn1CM mAfa jP",hC)jA q. Etaipn ano p oouu Masonite I t e rn a r lo n a 1 C o r p o 1 a t i o n
011ai1 .1nI11CC3 19 Chanw .00n1 n01iC0.
COP-WL-MA0100-02
FIBERGLASS DOORS
Glazed Units 6'8" Height — Outswing
X
Arrangement—
X0.OX, OXO
2'6"
COP-WL-MA0161-02
02-0418.03
Application Filed) 55.0 NO2'8"
2'10"
3'0"
37
27 + 1'0"
Not Usled
tnal
COP-WL-MA0163-02
Not listed
Miarni-Dade 13CCO
02-0418.03
Application Filed)
D• naling
55.0
Impact,
NO
L 2'8" + 17'
J'' + 1'0" R2'1
I 2'10" + 17'
3W _ 1,0"
3'0" + 1'2"
1'0" + 2'8" + 1'0"
COP-WL-MA0164-02
02-0418.03
Applicition Filed) 55.0 NO
t
1
1'0" + 2'10" + 1'0"
1'2" + 2'8" + 1'2"
1'O" + 2'8" + 1'0"
l'O" + TO" + 11'0"
1'2" + 2'l0" + 1'2"
1.2..+8.0"+V2-
2'6" . 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2' 1C" + 2' 10" + 2'10"'~—j
3'0" + TO" + 37
XX. OXXO
2'8" + 2'8"
COP-WL-MA0162-02
02-0418.03
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-MA0165-02
02-0418.03
Application Filed) 55.0 NO I
2'8" + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 210" + 210"
TO" 4 TO" + 3'0" + TO"
totes:
1. Dccr arrangements using fewer panels than wha! is shov:,n in the above chart also comply under the product approvals shown.
2. Assembly details are available from ilia Masonite International websile (www.masonPe.com) or from the technical center.
3. Installation instructions are available from the Masonite International websile (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design d geographic Ioc2tion is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specity 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 6 PA203.
aft, AR EKI.
I .L'..w'I ; % t,- f.Y UOO."3 t ",To # Ht•14.. tAn C,';
Out Cprsmn.y VIOVAM ofpotwf-Provenival melei SWOCW-OM. 015iQ4 W Jro7uq Masonite international C o r p o r a ti p r.
4,4411 ;C:i:CI it CM»ve W111W 4 Nbct.
COP-VVL-MA0100-02
FIBERGLASS DOORS
Glazed Units 8'0" Height -- Inswing
Singles (width)
70.
2'6"
I
X 218" _
2'10"
3'0"
Masonile International
COP-WL-MA0146-02
Miami-oade BCCO
02-0423.01
Application Filed)
OP Haling
40.0
Impact Rated
NO
Arrangement
3'6'
Multiples (width)
Not Listed
Masonite International
COP-WL-MA0148-02
Not Listed
Rliami-Dade UCCO
02-0423.01
Application Filed)
OP Rating
40.0
Impact Rated
NO i
i
I
2'8" + 1'2"
2'10" + 1'0"
2'10" + 1'2"
To" + 1'0"
i X0* + 1'2"
Xv. Ox, ^XO
1'0"
COP-WL-MA0149-02
02-0423.01
Application Filed) 40.0 NO
i
1'0" - 2'10" + 1'0" --
17 + 2'8" + 17' -—
1'0"+2'8"+IT
1'0" + TO" + IV"
17" + 2'10" + 1'2"
IT' + 37 1'2"
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
210" + 2'10" + 2'10"
XX, OXXO
2'8" + 2,3„
COP-WL-MA0147.02
02 0423.01
Application Filed) 40.0 NO
TV + 2'8"
2'10" + 210"
TO" + TO"
TV + 2'8" + TV + 2'6"
COP-WL-MA0150-02
02-0423.01
Application Filed) 40.0 NO
2'8" + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
TO" + TO" + 3'0" + TO"
Notes:
1. Door arrangements usliog fewer panels than, what Is sfown 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. Insta:'xion instrections are available front the Vasonite Interiaticnal website (www.masonite.com) or from the technical center.
AC!ai design pressure requirement for a specific cuilding design 8 geographic location Is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local builaing codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203.
13
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010&L lt'i&
ell om:I";hrc; ;n atV'"on"(proaco!rdI'a !Ipe;ai;n.4r•, tn.V I;'x_t Masonite International Corporation
Glazed Units
COP-WL-MAO100-02
FIBERGLASS DOORS
8'0" Height -- Outswing
X
SinglesArrangement1th)
2'0"
Masonile Internationalr 1' BCCO
02-0423.03
COP-WL-MA0166-02 (Application Filed)
DP Rating Impact Rated
47.0 NO
2'6"
2'8"
2'10"
TO"
3'6" Not Listed Not Listed
Arrangement
X0, OX, OXO
Multiples (width)
2'8" + 1'0"
IMV-M a MI=. IT-M
COP-WL-MA0168-02
Miami -Bade BCCO
02-0423.03
Application Filed)
OP Rating
47.0
Impact Rated
NO
21" + 1'2"
2'10" + 1'0"
2'10" + 1'2"
3'0" + 1'0"
TO" + 1'2"
1'0" + 2'8" + 1'0"
COP-WL-MA0169-02
02-0423.03
Application Filed) 47.0 NO
1'0" + 2'10" + 1'0"
17 + 2'8" + 1'2"
1'0" + 2'8" + 1'0"
1'0" + 3'0" + 17
1'2" + 2'10" + 1'2"
1'2" + 3'0" + 1'2"
2'6" + 2'6" + TV
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
TO" + 3'0" + 3'0"
XX, OXXO
2'8" + 2'8"
COP-WL-MA0167-02
02-0423.03
Application Filed) 47.0 NO
2'8" + 2'8"
2'10" + 2'10"
3'0" + TO"
2'6" + 2'8" + TV + 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"
TO" + TO" + 3'0" + 3'0"
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or Irom 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 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 8 PA203.
0
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1 iri. s
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s
Opaque Units
COP-WL-MA0100-02
FIBERGLASS DOORS
6'8" Height — Inswing
Singles (width)
2'0"
2'6"
X 2'8"
2'10"
TO"
3'6"
Masonite International
COP-WL-MA0101-02
Miami-Dadd BCCO
01-1031.01
OP Rating Impact Rated
76.0 NO
Not Listed Not Listed j
Arrangement
X0, OX, OXO
Multiples (widlh)
2'8" + 1'0"
masonite international
COP-WL-MA0103-02
Miaml-Dade BCCO
02-0109.10
Application Filed)
DP Rating
WO
Impact
NO
2'8" + 1'2"
2'10" + 1'0"
2'10" + 1'2"
TO" + 1'0"
TO" + 1'2"
1'0" + 2'8" + 1'0"
COP-WL-MA0104.02
02-0109.10
Application Filed) 55.0 NO
1'0" + 2'10" + 1'0"
17 + 2'8" + 1'2"
1'0" + 2'8" + 1'0"
17 + TO" + 1'0"
1'2" + 2'10" + 17
1'2" + TO" + 17
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
TO" + 3'0" + TO"
XX, OXXO
2'8" + 2'8"
COP-WL-MA0102-02
02-0109.10
Application Filed) 55.0 NO
2'8" + 2'8"
2'10" + 2'10"
TO" + 3'0"
2'6" + 21" + 2'6" + TV
COP-WL-MA0105-02
02-0109.10
Application Filed) 55.0 NO
2'8" + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
TO" + 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.
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Masonite International Corporation
Opaque Units
FIBERGLASS DOORS
6'8" Height — Outswing
Masonile Internationalrare
COP-WL-MA0121-02 01-1031.02
RaI71n—g-
76.0
r. "1
NOX
0-
2'6-
2-8- 1r
TO"
3'6" Not Listed Not Listed
Arrangement1
X0.OX. OXO
ath)
2'8" + 1'0"
Masonite Internationalr.,
COP-WL-MA0123-02
02-0109.09
Application Filed)
DP Rating
55.0
Impact1
NO
2'8" + 1'2"
2'10" + 1'0"
2'10" + 1'2"
3'0" + 1'0"
3'0" + 1'2"
17 + 2'8" + 1'0"
COP-WL-MA0124-02
02-0109.09
Application Filed) 55.0 NO
1'0" + 2'10" + 1'0"
17" + 2'8" + 1'2"
1'0" + 2'8" + 1'0"
IT + TO" + 1'0"
1'2" + 2'10" + 17
17 + 3'0" + 17
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
3'0" + TO" + 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" + 210"
TO" + 3'0"
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MA0125-02
02-0109.09
Application Filed) 55.0 NO
2'e" + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
37 + TO" + 37 + 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.
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Opaque Units
COP-WL-MA0100.02
FIBERGLASS DOORS
8'0" Height — Inswing
Masonite International
COP-WL-MA0106-02
Aliami-Dadd BCCO
02-0109.08
Application Filed)
OP Rating
70.0
Impact Rated
NO
Arrangement
X
Singles (width)
210N
2'6"
2'8"
2'10"
TO"
3'6" Not Listed Not listed
Arrangementl
X0, OX, OXO
1
2'8" + 1'0"
t
COP-WL-MA0108-02
1• BCCO
02-0109.08
Application Filed)
DPRaling
55.0
Impact1
NO
2'8" + 17
2'10" + 1'0"
210" + 1'2"
TO" + 1'0N
TO" + 1'2"
1'0" + 2'8" + 1'0"
COP-WL-MA0109-02
02-0109.08
Application Filed) 55.0 NO
1'0" + 2'10" + 1'0"
17 + 2'8" + 1'2"
1'0" + 2'8" + 1'0"
1'0" + TO" + 1'0"
1'2" + 2'10" + 17
12" + 3'0" + 1'2"
2'6" + 2'6" + TV
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
3'0" + 37 + 3'0"
XX, OXXO
2'8" + 2'8"
COP-WL-MA0107-02
02-0109.08
Application Filed) 55.0 NO
2'8" + 2'8"
2'10" + 2'10"
3'0" + TO"
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MA0110.02
02-0109.08
Application Fled) 55.0 NO
2'8" + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
TO" + TO" + 3'0" + 3'0"
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.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 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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Opaque Units
FIBERGLASS DOORS
8'0" Height — Outswing
Masonite InternationalI.d
COP-WL-MA0126-02
1'
02-0109.07
Application Filed)
1' Rating
70.0
Impact Rated
NO
1
X
tth)
2'0"
2'6"
2'8"
2'10"
3'0"
3'6" Not Listed Not Listed
d•Multiplestth)
X0, OX, OXO
2'8" + 1'0"
masonite international
COP-WL-MA0128-02
miami-Dade BCCO
02-0109.07
Application Filed)
1'" Rating
55.0
Impactet
NO
2'8" + 1'2"
2'10" + 1'0"
2'10" + 17
3'0" + 1'0"
3'0" + 17
1'0" + 2'8" + 1'0"
COP-WL-MA0129-02
02-0109.07
Application Filed) 55.0 NO
1'0" + 2'10" + 1'0"
17 + 2'8" + 1'2"
1'0N + 2,8» + 1'0"
1'0" + 3'0" + 1'0"
1'2" + 2'10" + 17
17 + 3'0" + 17
2'6" + TV + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 210" + 210"
3'0" + 3'0" + 3'0"
XX, OXXO
2'8" + 2'8"
COP-WL-MA0127-02
02-0109.07
Application Filed) 55.0 NO
2'8" + 2'8"
2'10" + 2'10"
3'0" + 3'0"
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MA0130-02
02-0109.07
Application Filed) 55.0 NO
2'8" + 2'8" + 2'8" + 2'8"
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 & geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA2O1,
PA202 & PA203.
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Unit
rTYR
9
I" UNIT 8'0" UNIT
15/16' 17-1/8'
MAXIMUM
ON CENTER TYR
6 per vertical framing member
2 per horizontal framing member
Hinge and strike plates require Iwo
2-1/2" long screws per location.
Rough 1p'1
Width of door unit plus 1/2"
Height of door unit plus 114"
SINGLE DOOR
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSI/BHMA 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 NS and #10 wood screws or 3116" Tapcons.
2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of
1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO 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.
APr11 29. 2002 o....., o....
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XO or OX
Unit
SINGLE DOOR WITH 1 SIDELITE
UNIT 8.0" UNIT
15/16' 17.1/8'
MAXIMUM
ON CENTER TYP
CountMinimumFastener
6 per vertical framing member
7 per horizontal framing member
Hinge and strike plates require two
2-1/2" long screws per location.
Roughr' Opening 1
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 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 81 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.
Al 129 20-72 Masonite International Corporation
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OXO
Unit
SINGLE DOOR WITH 2 SIDELITES
6•
TYP.
6'8" UNIT 8'g" UNIT
13-15/16' 17-1/8'
MAXIMUM
ON CENTER TYP.
CountMinimumFastener
6 per vertical framing member
11 per horizontal framing member
Hinge and strike plates require two
2-1/2" long screws per location.
Rough Opening (RO)
Width of door unit plus 1/2"
Height of door unit plus 1/4"
t r 1 t t f f f ! T
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 110 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 EICO Dade Country
approvals respectively, each with minimum 1-1/4" embedment.
3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0
Ap1d29.2002 Masonite International Corporailon
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oxxo
Unit u
DOUBLE DOOR WITH 2 SIDELITES
b
CL TYP.
TYP.
3• v
TYP. 7Y?
I l f 1 1 TYF
6'8'
13-
UNIT 8'e• UNIT
5/16' 17.1/8•
MAXIMUM
ON CENTER TYP.
r r r r t • •• t t t r r r r
Minimum Fastener Count Rough Opening (RO)
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 (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed.
UNITS COVERED BY COP DOCUMENT 3147 or 3167
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 P8 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 properly to transfer loads to the structure.
0
e.a•I.elr IrDT
Apm29.2002 Masonite international Corporation
ODI Coni-mg poQ+am of P100.0-V"Mlenl males SM11441Wn3.
Ot'sgn no Moo.0 0e13.1 SO.K110 t13"e w4Do.1 rWl.[e
XX 0" 'I + I
Glazed Inswing Unit
FIBERGLASS DOORS
APPROVED ARRANGEMENT:
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 61". r
Double Door
Maximum unit size . 6T x 6'8'
Design Pressure
52.0/-52.0
Limited water unless special threshold design isused.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistam 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:
as oo °11 an
00 00 101 00
100 series 133. 135 Series 136 Series $22 Series
1/2 GLASS:
D Elnnuu a
00 00 00 00 00 00
105 Series 106. 160 Series' 129 Series' 12 A& 23 R/L, 2e fill 107 Series' 108 Series 30e Series
Series'
This glass kit may also be useo to the rotlowing door style: Eyebrow 5-panef With scroll
1OakcaffAR EK'" .
Fltll R(:IAS) t,HI NY UVON we...R.W iiwah.. Fevr peen ' •
April 29, 2002
Our com.nuMe Dim^ or modun makes swd-cm.omdesign ON moduct deud $
ugect to t"Wille wanoet rmoce
XX
Glazed Inswing Unit
COP-WL-MA0142-02
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
Y ..
a a 00 >y
e04 Series 410 series 109 Series 114, 120. 122 152 Series 149 Series 300 Series
Series
CERTIFIED TEST REPORTS:
CTLA-805W-2
Certifying Engineer and License Number: Ramesh Patel, P.E./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY. STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
EX 5
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
O akraft
w....d.e,.,n r..u..a AR4EK"
Apia 29. 2002
o...:,, o....
Ow conhhumg Drogfam a gieeuo •"ofovWtni makes spftifit ns. eespn and W oaua
ebWNW NW10 change WOW IW 41i
XO or OX
Glazed Inswing Unit
APPROVED ARRANGEMENT.
0
0
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
MaAmum 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 aspecific building design andgeographic location is determined by ASCE 7-n3tibnaf.
slate or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have beeil 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:
gonn °11 00
n0 00 101 00
100 Series 03.135 Series 136 Series 822 Series
1/2 GLASS:
00 00 00 00 00 no
105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 30e Series
Series'
IN$ glass kit 'nay also be used in the loilowing door style: EyebrOn 5-panel vdlh scroll
U
Oakcraff ART EK'" i. r.. "
1'IlfliNl:L.\SSFr<TNY UIIIIN\
Acid 29.2002
0., E MM p•oylaln or yloOYn MIWO+tO1pN
1.•.r..."w re..r,"e...,o».,
n,ai,t 1SD td,UbO•n. o,S.V a•,o D•9 (l
PREMDa
Masonite International Corporation
oHb, —110 X :..".any! ..I." INmOI!
XO or OX
Glazed Inswing Unit .
COP-WL-MA0143-02
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
a
as as
40e Series 410 Series 109 Series 11e, 20.122 152 Series 1e9 Series 300 Series
Series
APPROVED SIDELITE STYLES:
129 Series 200 Series 12R, 12L 23R 23L, e50 Series 152 Series 149 Series 109Series 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, 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).
1 f / &EX 5
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Oakcraff AR k EK" .,.....,,
DMn PREM. I. ,/.. r.:. [I-
A01i129,2002 Masonite International Corporation
Ott, O,Oeranl 0r 0,00vO + 010 emenr Makes &MdiCa40nS. 010-On3n0 p,UOutr
JrW SZ'eC110 ClNnee -nn0u1 n0te
ox0
Glazed Inswing Unit
APPROVED ARRANGEMENT:
r'= o f rf, O<
a ; a :i• 8
COP-WL-MA0144-02
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 2 Sidelites
Maximum unit size . 9W x 6.8-
Design Pressure
52.0/-52.0
Limited water urdess 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:
am 9=1faoa am
00 an 00
00 00 9 00
100 series 133. 135 Series 136Series 822 Series
1/2 GLASS:
0 00
00 00 00 00 00 00
105 Series 106,160 Series' 129 Series' 12 RA. 23 R0.. 2e RrL 107 Series' 108 Series 30e Series
Series'
lhls glass kit may also be used in The following door style, Eyebrow 5-panel with scroll
Oak raft AR-4 EK" N.•.•drr,, n '1't.l ulr,l
I'IUL'"1••LA%,%LNlkY 000k1 New.Tt.vNEp..pu EMIT Oar,
Aord 29, 2002
0..,•,, o...,
Our conl waq n,00ram ofaooua .eulo amem manes spK0Ka1gns. des,on and produtl fN d s O n i t e International Corporation
oeIL, SoolrLl to Cnarler worw0l nolKe.
Oxo
Glazed Inswing Unit
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
on oa
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 Serbs 300 Series
2411, 24L Series
CERTIFIED TEST REPORTS:
CTLA-805*2
Certifying Engineer and License Number: Ramesh Patel, REJ20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab Tilled 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 raff
a_
AR EK"
I IULKI:LASS UN'1'MY UOOM]
April 2% 2002
N, conoou," aoerrm of e400Vtf onoroeement
tw Do
Makes aMceKannc. oepp rn4 erott
o...,, o....
M a s o n it e International Corpora [ io n
etail SAW 10 Ch"t .000 netKt
OXX0
Glazed Inswing Unit
FIBERGLASS DOORS
APPROVED ARRANGEMENT.
O
In 411
Double Door with 2 Sidelites
Maximum unit size - 12,11" x 6'8'
Design Pressure
52.0/-52.0
Limited water unless special threshold design is used.
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 37 x 6'8".
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific budding design and geographic location Is determined by ASCE ]•national,
stateor local building codesspecify the editionrequired.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or
MAD-WL-MA0008-02 and MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02.
APPROVED DOOR STYLES:
1/4 GLASS:
as a0 °03 a0
an 00 Im 00
too Series 133. 135 Series 136 Series 822 Series
1/2 GLASS:
D D °
00 00 00 00 an 00
105 Series 106, t60 Series' 129 Series' 12 Rk 23 R/L. 24 RIL 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 ARk_EK-
1'1111X I: LA%.N L N I K V Unl)IIS Np..T..MMrlwiYu I—, o—,
0..,•,r Ossrr
April 29.2002 Masonite International Corpoealion
Om to t..ne "Wam 01 p10,61 010,ovtT tmoats SMOKa1 $ oa,en anO m000tr
otla., WbItt. w tNnpt wA0.,A -0,11
OXX0
Glazed Inswing Unit
COP-WL-MA0145.02
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
DO 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, 121, 23R, 231. 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, RE./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Oak gaff ART EW
1`1111:Ntel •\\.,\I: iil N\'l).11)rl\ rp.•h.w,ilr,rrra„k•wr Oea.
April 29, 2002
0w twlft ie oloeram or wooun +noraemem MACS soecmcrons, eespn ano eloeutl M a so n i t e international C o r po r a t i o n
eelh, suolea 10 ONVe WOW noon
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:
1/2 GLASS:
n
0o
e0e Series
0
00
822 Series
El
108 Series
O_akraff AR EK" T
w....a. r.. . a ,,,...,r . e
VIIIUAGLA.S1 LNI'M 1' UUUMY ,+...l..wNrbrrh.. r.wr D—
r.,
uY1%r.uA.i. •
April 29. 2002
Ow ton.wmp .0enm Ot w0eutt u00,0.emem MACS $W-11 MAS. 0eS190+00 O•0Ouc1 M a s o n it e International Corporation
Oelad Su0itc110 (Wot wftw noble
XX
Glazed Inswing Unit
8'0" FIBERGLASS DOORS
APPROVED DOOR STYLES:
FULL GLASS:
0
810 series 852 sores 300 seeks
CERTIFIED TEST REPORTS:
CTLA-805W
Certifying Engineer and License Number: Ramesh Patel, REJ20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
IState of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Oak raft ART EW
I'IUI MITI.\. LA1M) II.I JM.\ Nwwh.uMN ies.Wu teu, Des..
April 29, 2002
OW tDmmu"q p"iam0r DrDduO "0p0vemtm Wkn 3W.k84."a. Otapn an0 D.DDu[I
Oelad %.%tcl 10 CDaNe r Ahwl n01Kt
r ..
r.. barvela bon
rNJ 1a. van r. Jri. s. a
M asonite International Corporation
XO or OX ' t ' : t
Glazed Inswing Unit
APPROVED ARRANGEMENT:
o
810'' FIBERGLASS DOORS
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 8'0".
Single Door with 1 Sidelite
Maximum unit size . 6'0" x 8'0"
Design Pressure
40.0/-40.0
Umited water unless special threshold design Is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requhemerds lot a specific building design and geographic location is determined by ASCE 7-national.
stale or local building codes specify the editionrequired.
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:
DID
0o
go
822 Series
1/2 GLASS:
n El
u
ao
e0e Series 108 Series
Oak — AR k EK'- 1
11111'Nf:l..\\\1: v'1 N\'ll(t(,M NenT..y...1 r...11.N lm•1Deen /)/)C.'I"Y)n' a /q
Ow. . Oee•.
Aprd29 2002 Masonite international Corporation
bm canmomy mowa.n of p000a o,movemenl mares saecoaalon\. oesign ana mama
oew wu,ro ivi;njn9t wnwo fNlrtc
XO or OX ! • 11 , ; t
Glazed Inswing Unit r
8'0" FIBERGLASS DOORS
APPROVED DOOR STYLES:
FULL GLASS:
0
810 Series 300 Series
APPROVED SIDELITE STYLES:
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
Oakcraff AR T EWlye
I;IDL"(:LASS LNIRV 1)-)KN lo».To.ow.l re.pt" to Dow.
Apn129. 2002
0. Conm.mo(oelamoI v,.d. t -D,l MvR mates 3oKr+Ka1D.S. Otspn iM poaaCl
o..11l. o....
Masonite International Corporation
atsm woita Io cnanat ..W .. Kt.
oxo
Glazed Inswing Unit
APPROVED ARRANGEMENT:
8'0" FIBERGLASS DOORS
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed TO" x 8'0".
Single Door with 2 Sidelites
Maximum unit size • 9'0' x 8'0'
Design Pressure
40.0/-40.0
Umited water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requitements 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:
am
0o
00
822 Series
1/2 GLASS:
n
0o
404 Series
Oakcraft
T.•-AIF-rr cd ARI. EW I'
Idl'RGIA.NS LNIRP,UI()K% 0
108
Series April
29. 2002 Ow
commwng plopam of wooucf anmo,tn"l mots sot o i*ns. otsgn am Modest dead
w0^1 M tnanpt ..Ih w n01[t. Masonite
International Corporation
Ox0
Glazed Inswing Unit
8'0" FIBERGLASS DOORS
APPROVED DOOR STYLES:
FULL GLASS:
7
10 Series 300 Series
APPROVED SIDELITE STYLES:
e50 Series 852 Series 810 Series 300 Series
CERTIFIED TEST REPORTS:
CTLA-805W
Certifying Engineer and License Number: Ramesh Patel, RE./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
el TESTEDIN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
C17Y. 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
Oakcrafti
w, 1•e a,F rw s e.l AR—k EK"
1'I11eAULASS ENTRY 00011S N-7--dFMrwu emry 0—
Apr Ow•r Oe.,
tOunril9. 2002
Out taep plopam of gq wll o0uerovemtmmans speeiiKalgrl$. OeSipn and productMasonite OwInternational Corporation Eetall
Subiml to COMpe Wllrwl mlKe.
OXX0 , • t t
Glazed Inswing Unit I
8'0" FIBERGLASS DOORS
APPROVED ARRANGEMENT:
n,
O
O
ctK
Y
Double Door with 2 Sidelites
Madmum unit size = 12'0' x 8'0'
Design Pressure
40.0/-40.0
limited water unless special threshold design is used.
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed X0" x 8'0".
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 delermined by ASCE 7-nalional,
state or local building Coles specity 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:
1/2 GLASS:
Om
0o
oa
822 Series
n °
00
e0e Series 108 Series
U
Oakcraff AR 4 EW ttlylively 1, o.n%% M',•.•.IK„ n rK.. orK.l
VIULMc:LA\\ Lr I'MV Ucll)M\ 1`b+T..rrN la..Nu twr 0—
Ila;?//VV
Apra 29. 2002- M a s o n it e international Co r por a t io nOwltommewoeramme,odutt moK tfd mites slmaital ons. despn ago d,odutl
anal SYORcl to cWte vnno'd narce.
oxxo
Glazed Inswing Unit
890" FIBERGLASS DOORS
APPROVED DOOR STYLES:
FULL GLASS:
r
10 Series 300 Series
APPROVED SIDELITE STYLES:
450Series 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
OakraftW .....I.a
F6III A(: L A%X IN -I.V 0•ln"\
AR EW
No+T Yr.!{Mrr4u !•.or ()aw.
o.. . oeo.
m
Ap,d 2% 2002
ow c_.qo•oefam ofmooun _vo.emta males spe(BKnD"s.. Oesgn am oloeVcf M a iO n i t e international C O r p O rd U o n
eelao w"ele(1 ro cwpt +avow a (e
XX
Glazed Outswing Unit
APPROVED ARRANGEMENT:
rr.
5 O
o w
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".
Double Door
Maximum unitsin a 6'0' x6'r
Design Pressure
55.0/-55.0
Umiled 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:
an no as
go nn nn
100 Series 133. 135 Series 136 Series 822 Series
1/2 GLASS:
El
no as nn as nn o0
105 Series 106, 160 Series' 129 Series' 12 RA., 23 PA, 2e Rti 107 Series' 108 Series 30e Series
Series'
This glass kit may also be used in the following door style: Eyebrow 5-panel withscroll
Oakraff
1 `.1 ARkEK'- l.tl T,.e1Y ,•om
1 C
1,1"1: Ml:l r\.\ II YN I -`I), 1,)N\ Jon.Ta.a N Y,aarr... IrrvY Goan
April 29. 2002 Masonite International Corporation0., edmmme D,Oeramof p,aaucl"^9,m'emem make$$Deedf.Hoas. design aM W0dK1
014'1saelty 10 twile ..Moul MW
XX
Glazed Outswing Unit
COP-WL-MA0162-02
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
404 Series 410 Series 109 Series 111, 120,122 152 Series 149 Series 300 Series
Series
CERTIFIED TEST REPORTS:
CTLA-805W-2
Certifying Engineer and License Number: Ramesh Patel, REJ20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
O a4_ AR k EK'"
1 `...
I. Ar.1.
IULXE:L,\I.t LNf.N VUII"\ NeroT..wNre..r,"Emrl Donn Q
April 29. 2002 Masonite International Corporation
Ow Con1n 1 or,e of oroeytt +npovlTfM nWes SW.1tVI..S, et5.pn SM or.0.1
etm" mama to trune< «annul MIKI _
XX
Glazed Outswing Unit
APPROVED ARRANGEMENT:
81'0" FIBERGLASS DOORS
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
47.0/-47.0
Umited 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
0o
00
22 series
1/2 GLASS:
n
ao
e04 series 108 Series
U
O akcraff
Wn..11 Mral/. 'ri..l ure.l
AR EK" r.tl.l.+ely l.aln
I'IeLMCLASS ENTRY 009)US alawT..oin ra».El.0 Enlr. O.sr.
ADM 29. 2002
oul toM.o.11o 0109 mawoei.u+..ao.emem ma et 10-'ca— orsqn an* woaal Masonite International Corporation
61W JOKCl 10 th noe r"InWI MWt
13
4
av/A11--pINL 558 CACRYLICLU1EASSS0RSEESECIGN0% AVAAABLE
aINTERMEDIATE STLES MR IV WIDEM- fT/ ApE3E(ILOIICikHQIiRDOCK
k \,% iII IIi'k A IiI III A
w
2
REVISIONS
20 G M. END SAES ATTACHED TO DOOR
SIGN IDIH PAtflRED TOO-L-WC SYSTEM
TOP, Borrow a CWM%.
1
DESCRIPTION
FOR TRACK BOLT
NOSIZONTAL
DOGE
b-
13AGG4 Nxv. STEEL F(AO BRAGIsmET. y1tl'sir'21-5,w .Oao LAG SCREWS.
TRACKLISTEDTRACKLOW
AVAILABLE AS AN OPIIDR
r OALY. STEEL TRACK
t. AM TRACK THICKNESS:
IOCK POSITION
t
TYP. 2-1/2-02 G CAALY. STEEL TRACK BRACW. MIN som
IM MANY LOCKING (•) TRACK M-41KETS PER Mc
IM TOP BRACKET
REPORT#9606C , AL
1 YS01 2 "M2-1 ,rL Oft, PA17f7MpE: Ttro 11-BARS aNEXT
te) /144/
A• SHEET METAL SCRE15 oPnomAL AEi115
A oP oom OUTSIDE KEYED LOG( P0511DN t MAX
0" WIDTH . 141-0' C T/A
x3 SCROK. 1: T
IID SORTlS ON / CFAIERS. i DAM'-g- ODORS UP
TO T-O• AFCH COQSKT OF 4) SECl10N5 COOTIE FRAYS 1RM V.Y. ITw9Fnneom DI LAC SCRLTts My Be Co1BCIS M Dooft OVER
Y-0' IAIIIM 00THST a ( SECTDC6 o .1 .). WM7R1C aH 17UESTdE 54KVACE (00 NOE RflIhrIED) TO PFODE A nM MOtNORD 14 G
END HINCES le G WlFlMF91ATE LAKE STOP MMLO
M. OV DOGE INSTALLER (10 BID) S1AiACc INORIroNUL
IAMBS D0 NOT MINIVER LOAD. 20 G wN. ox, SIM END SIRE xAs YETIDwPOE .NLNB y 2
THICK E/e gAL pt R I JJ
G:
E 20
G GALV SIM INTER. SAE WIN 2S
GLW. 57ID. MOLDED INSIDE
LITE RETAAIER /
Ax]/4' PAN NERD SOWN SFI.'DON
R-R VIE"- BLOCK
ORAM 12 GCW) SiE6 TRACKBRApOTSFASTIMroROODAA6WITHONE
S/1C.1-5/A' LAO SOWN SKIN COATEDSTTHM. 10 SCREWS PER UTE) ON 5 21CENSERS (C-SO FER TRACK BRACKET. ra OALVANIZN0,
NA=-
0N PRIMER. A BAT
G.{j OR24 G ADK 19 LRH C0•1CIIETE) OR CKsm, a (
2' rD POLBOOMIS
wP
LATCH DACAM jy . 7E1 GMPERRRIRRWMIA G CALV. STFFL CE/NIE71 IANCESIDES OFS1FilATM' ROLLS BRACKET .
EACH BRACKET ATE404ED
A/(4) RIEFR. STILE ONE SNAP
IAiCH ON ANGDRS, ANCHORS M REO EA>I
90E OF OOpL 12 G OLLV. 2 CAMXLTRACK iRAG( FASTENEDCUESS. fA51LiCSIRESH /fi) /t 4d 75MEGI 9CAEM5) TRACK ATM
ED 70 EACH BRACKET f1x5 A' SI ET PETAL SCREWS AID II IhS/A' SHEET METAL SMACD)HORIZZON JAAM 00 Not BOLT k {4) IJ4.O/1 9QF UWRN' SCAEMS PER END 1fICE IKRI ONE1/WO 511P WJOINTS` OUTSIDE KEYED
iRN1SITT1 LOAD.
OR 7A0 1/4' OK R11ET5. 1/4EMiIAIAGE14
G
GLV. STEEL Do END STD rDAL SHORT STEW, 10 BAL STEEL AOILER. EMD RATIOS.
FACN fASTQED f0
END _ STILE NIEF.
S
dB1CA Otl MARK LESTEN7ElD. PE. PBEPARDDM Oi
JAYRS BY 011E1N5 SEL11G1 L-e RAMA PE. /4A495 STET /(X
146/A INSIDE MA11NE NORTH CAROLINA PE /238T2 3' TALL
U-BNt k (4) 1/4'x3/4- SELF OUISDE KEYTD Lmt LOCK IMA TOG GALV.
STEEL M' YEW `
So TAPPING SCAE`
R5. _ 4Anw M'" OPIIOM s IN n 2 a. y DESIGN LOADS: +24.0 PSF & -24.5 PSF OLIISAOE EACH
SEE sw1 eE t1E RFSParseRlTr OF 711E PnaEFSSDNAE aF TEST LOADS: +36:0 PSF & -37.0 PSF 1'-j ]
3' TALL A 20 CA MY. STEEL U-BATS FIND N A
2-1-2-1 PAi M Q.E. TWO U-a.As SIRE HANDLE D<
DOOM SIDE BOLTLOCKENGAGES
RECORD FOR
THE BUILDING OR STRUCTURE AND IN ACCORDANCE IBM MOMENT
BURDM (DOES FOR THE LOADS USTEO ON 4AKANAL HORRORS AE 9ENID w TM[ LEAS ORAIRD. 4w a A tNAm >uNTramO. PART NO.. - T ON
BDrTOY
sECi10N. ONi U-A{R ON NEXT SECTION LTC.
FiYJN U-SAR ATTACHED1rTM t/
l4'A7(}4.' TAPPING SCREWS M0 %unic
1l MACK. ONE
OCK UKK ONEYEDHORCEca awAr/
wlwary 'Awaa.- N Rbt
Ac w lmU ClsLkA— SkxAd
O*AAr iAA TOLERANCES 312
Newt
SL SMFA NEED CifKVYIOti OH
45202 IDEAL PERS4KELDG,IDN. IF 0SIDE an 1. 1_-21-/!00 or w .d'...A w, ayCsaa. 0 t:03 BEBESMOt•1AL FAR RL 1-513-MI-3519 SECTION A -
A (SIDE NEWT 801 13 G
GALV. STEEL Do— BRACKET ACTT METALSCREWS. N:oeAIN
Pdw Aw 1w ra- A. a.... Aw
AALN. MAT AUIR a hAKtr for
SIRS 4AmAAw AM IOA.AA
WAId— 00 >< t.
015 000 >• t .
005 t.00r
DESCRIPTION: MODEL
6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD DRAWN DRAWN
BY: SUM DATE: 4/18/00 SCALE: 141S DWG ATTACHED WITH (2) /14.5/5• weTDnIM EXTRUSION
Z /Jl TWre Mgle Oegreen - t
1/2*CHECKED BY: MMNF DATE: 4/18/00 SHEET 1 OF T 572E B k NN1L
tIFiOLERSIRP. 4 Projection UIUAAAst w DBrnNA mAEksiom ARE
N INCHES. OWG. NO.: 1021-M REV. NO. 1 4 3
2 SIJRDI14 D:
IV, 7 CC
0
A
4 I s •i)
MODEL: 6RST 25 GA STEEL SKIN
MODEL: 4RST 24 GA. STEEL SKIN)
OPTIONAL DSB LASS OR LISTED
1/8" ACRYLIC UTES AVAILABIi
SEE SECTION 8-8)
1) INTERMEDIATE STILE
B0 20 Gil MIN. END STILES ATTACHED TO DOORANOURE7}IAlli ADHE-0S>VE SKIN WITH PATENTED TOG SYSTEM
r• '—A OP. BOTTOM do CENTER)..
i
REPORT#9606C
I 25 GA. MIN. GALV /
LOCK POSITION STEEL. SION COATED
WITH A BAKED -ON PRIMER, BOTH SIDES)
111 111
7W0 POINT TACKING AND AA BAKED -ON POLYESTER
TOP SISIDTEAPPLIED TO BOTH S
OF STEEL SIION ONE
3" TALL x 20
GA, U-BAR (50 KSI) PER
DOOR SECTION, OPTIONAL
OUTSIDE KEYED LOCK POSITION MAX.
DOOR WIDTH 9'0" 14x5/
8' SHEET METAL SCREWS END
SLIDE BOLT STB.
E LOCK ENGAGES INTO
VERTICAL TRACK.
ONE LOCK
ON EACH
SIDE OF
DOOR. INtlf1_
CCI IQE BOLT 1.
OS2( OPTION --- 1
REVISIONS
KEY"
Nu LUNG: uATK: ECN NO. APPVD: DESCRIPTION 1
A4 11/DO - )L1YW Ott (1) WAS (2) FOR TRACK BOLT 2'
THM 3' TALL U-BAR 20
Gil GALV. STEEL 1-
7/8' 4
Ok EII STTOPROUm BRACKET.
EACH BRACKET ATTACHED
w/(3) I4xS/B"
SHEET MAL STOP LAP
JOPf . r 0.
0 GECH A. (CALt/
FAD HIN
Q FASiF71ED to
t90 ro fAL14x5i
SSMLEI HEET t (4) 1/4'x3/4" SW E TAPPYIG SGE.MS.
d 3: HORIZONTAL TRACKSUPPORT
BY I DOOR INSTALLER (
TDSUIT)I O 13 GA GALV.
SIM FLAG BRACKET. EACH FASTENED TO
WOOD JAMB WITH 3) 5/16.
0 -5/8" WOOD LAG SCREWS. NQM DOUBLE TRACK
TRACK CONFIGU LOW
HEADROOM IS ARABLE AS AN
OPTION N 2" GALV.
STEELTRACK, MIN. TRACK THICKNESS:.
060' 3' TALL x
20 G MV. _ F TYP. 2-
1/
2"x12 GA GALV. STEEL TRACK BRACKET. SMEL u-IIAR
ONE U-SAR (4) TRACK BRACKETS PER SIDE. AR N. PSECTI
EACH U-aAR ATTMNFD .-i scal'WSPEYt 4sRE4t0ailorL O
LHRTOP BRACKET Li — ABLE HORIZONTAL DOORS
UP TO 7'-
0" HIGH CONSIST OF 4) SECTIONS (SHOWN). FRONT FRAME WITH U.V. DOORS OVER 7'-0- HIGH CONSIST OF (6) SECTIONS (NOT SHOWN). COATING ON OUTSIDE SURFACE 13 GA GALV. STEM
BOTTOM LOW HEADROOM OPTION 0 BRACKET. ATUGHED WITHTOD1/4'x3/4"
SELF t 2'x3 LAG SCREWS ON 24 CENTERS. 1 O.D. WN. ft4x5/8 SHEET METAL S EN . (i n WASHER REQUIRED. LAG SCREWS
MAY BE COUNTERSUNK SSB CLASS OR OPTIONAL 70 SCREW 11 TAPPING (BUT NOTREgU1RED)
TO
PROVIDE A FLUSH MOUNII4C AUAWAIM EOWJSICM 1/8" ACRYLIC UTE WINDOW LITF 14 GA. END HIAKFSt8CrtNTFRMFDIATEHINGE (BUT O HORIZONTAL JAMBS 00 NOT
FLUSH TRANMkR LOAD. s
VIAL
WiAO ntP. SECITO4 B-e VIEW 'B• VIEW C• SECTION
A -A (SIDE VIEW) 2x6 YELLOW PINE JAMB 12
GA. GALV. STEEL TRACK
BRACKETS FASTENED TO WOOD JAMB
WITH ONE 5/I6"x1-
5/8" LAG SCREW PER TRACK BRACKET. 2- GALV.
STEEL TRACK FASTENED
TO J 12 GA GALV. STEEL TRACK
BRACKETS. TRACK ATTACHED TO EACH BRACKET
WITH ONE 1/4"x5/
8" BOLT @ NUT OR TWO 1/4" DIAL
RIVETS. 8x3/4 PAN HEAD SCREW
VERTICu ,Leon ATTACHMENT fG- (10
SCREWS PER LITE) END MOLDED INSIDE 2 OL10 PSIMIN. CONCRETECOLwN • STILE STOP MOULDING BY DOOR INSTALLERrn (TO SUIT) 3/Bxx4SLEEVE ANCHORS ON 24lCENTER4 (BOTH LITE RETAINER INTER r 20 GA. MIN. GALV.
STEEL END STILE C-90 BLOCK OR 2.000 PSI LAIN. CONCRETE) OR -SNAP LATCH ENGAGES STILE 1/4"x4- TAPCON SCREWSON24' CENTERS (2,000 20 G4 GAIN. STEEL INTER.
STILE IS ' E). WASHERS INCLUDED WITH SLEEVE ANCHORS. H O.D.
MIN. WASHERS
REUUfRED
WITH TAPCONS. ANCHORS MAY COUNTERSUNK
INTER. SITI.E BUT NOT REOUIRED) TO PROVIDE
A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD. OUTSIDE KEYED HANDLE
18 GA. GALV. STEEL
CENTER
HINGE FASTENED TO BITER. S7LIM W .)
t i4x5 8' SHEET METAL SCREW514G4GALV. $IfFLL ROLLER
PONCES FASTENED TO END STILES EACH
W//((4) t14x5/8" SHEET METAL SCREWS
AN b 4) I/4"x3/4"
SELF TAPPING SCREWS PER END HINGE OUTSIDE KEYED LE ONTO VERTICAL TRACK ONE SNAP
LATCH ON EACH
SIDE OF DOOR. OUTSIDE
HANDLE END I t7
STILE
OUTSIDE
KEYED LOCK INSIDEHANDLELOCKBAR LOCKING
PREPARATION OF JAMBS BY OTHERS.
2- DNA. SHORT STEM. 10 BALL STEEL ROLLER. ,Axm M.W ah—t4.
Ioict LAMB r aaPAr II,ALxC
br TOLERANCES on SECTION C-C s.°do..
a r e r.4 .0 2.03NOTE 2: THE DESIGN OFTHESUPPORTINGSTRUCTURALELEMENTS,A m AeA1 y° OTC bd00 = t.013 SHALL BE THE RESPONSIBILITY OFTHEPROFESSIONALOF ,A,=„,Mx eMb. AO',W b :m a *.001 RECORD FOR
THE
BUILDING ORSTRUCTUREANDINLISTEDMAW( WESTERFIELD, P.E/
jn b..,10f ri.eix .0000 t.001 tWITH CURRENT BUILDING CODES FORTHELOADSLISTEDONFLORIDAP.E. 148495 ///iI nL .° ow —SAW OR- NORM CAROLINA P.
E. /23B32 ' l r-J-5°^ ` - DIM13- ARE 04 iiCHE 4 3, LOCK BAR ENGAGES
IN TRACK
ON EACH
SIDE OF
DOOR. C
DESIGN LOADS: +
25.0
P.
S.F. & -32.0 P.S.F. TEST LOADS: +37.5 P.
S.F. h -48.0 P.S.F. A WI Axx1 16 IYIC
9b K4Af .m AlxSeD ,Tx me1. mst PARTNO.: - A IDEALoOH 452D2 mumps mlm t Fa N. 1-513-
M-3519 ESCRIPTION: MODEL. 6RST W4 9-0 x
8-0: +25/-32 DESIGN LOAD RAITN BY: BMM DARE: 4/18/00
SCALE: NTS DTIG.R NECKED BY: MwW DATE: 4/18/00
SHEET 1 OF I SIZE 17 WG. NO.: 102137 1 REV. NO. I
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
f Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 2879 rlil Builder: DR HORTON
Address: l f'r tttk3 4 Permitting Office:
City, State-S Svc t), _:. t 32':f-93 Permit Number:
Owner: D. i; .1 h¢ 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 l _ SEER: 12.05
4. Number of Bedrooms 4 _ b. N/A
5. Is this a worst case? No
6. Conditioned floor area (ft2) ' 2872 112 c. N/A
7. Glass area & type
a. Clear - single pane 319.0 fie _ 13. Heating systems
b. Clear -double pane 0.0 ft2 _ 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, 460.02
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, 876.0 112 _ EF: 0.86 _
b. Frame, Wood, Exterior R=11.0, 785.0 112 _ b. N/A
c. Frame, Wood, Adjacent R=I 1.0, 622.0 112 u
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
I0. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=19.0, 2091.0112 _ 15. HVAC credits PT, _
b. N/A CF-Ceiling fan, CV -Gross 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
1 hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code.
PREPARED BY:St..
DATE: 05.OIL
hereby certify that this building, as designed, is in
ompliance with the Florida Energy Cod .
OWNER/AGENT:
DATE:
Review of the plans and q sT
specifications covered by this ti0
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed c
this building will be inspected for
compliance with Section 553.908
mobFloridaStatutes. WE x4`
BUILDING OFFICI i
DATE: L" .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 I18XConditionedXBSPMPoints 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
61313.1
61313.1
1.000
1.00
1.087 x 1.150 x 0.90) 0.283
1.125 0.283
0.950
0.950
185".5
18544.5
EnergyGaugel DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2
FOR4 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES I18XConditionedXBWPM = 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 18.0 5.90 106.2
Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0
Base Total: 38.0 174.0 As -Built Total: 38.0 258.2
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 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
Base Total: 420.7 1 As -Built Total: 633.0 412.8
EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FIRCSB 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
DM x DSM x AHU)
Credit
Multiplier
Heating
Points
7758.4 0.6274 4867.E
10832.4110832.4
1.000
1.00
1.078 x 1.160 x 0.92) 0.414
1.150 0.414
0.950
0.950
4897.7
4897.7
EnergyGauge'" DCA Form 600A-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 + Heating + Hot Water = Total
Points Points Points Points
23683 4868 10256 38807 18544 4898 10495 33937
PASS EnergyGaugeT"
DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FIRCSB v3.2
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
RA-22 OT14FR PRFACRIPTIVF MFAAI IRFA /murmf hn mof nr anw-. nAftA h.. 11 r—leler.w
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 Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficiency of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each s stem.
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
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 3274"206 Phone: (407) 831-2665
Project ' o
For: DR HORTON
Notes:
Design Information
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 (ft') 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/Ib
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
Sold4talk 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 %
1 wreoHtsoft RigM-Suite Residential^" 5.0.64 RSR26015 2002-Feb-28 13:29:08
IC,C:A E:\Files\drt d n\2879\2879REVD.., Page 1
v
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
2. Single family or multi -family
3. Number of units, if multi -family
4. Number ofBedrooms
5. Is this a worst case?
6. Conditioned floor area (ft2)
7. Glass area & type
a. Clear - single pane
b. Clear - double pane
c. Tint/other SHGC - single pane
d. Tint/other SHGC - double pane
8. Floor types
a. Slab -On -Grade Edge Insulation
b. Raised Wood, Adjacent
c. N/A
9. Wall types
a. Concrete, Int Insul, Exterior
b. Frame, Wood, Exterior
c. Frame, Wood, Adjacent
d. N/A
e. N/A
10. Ceiling types
a. Under Attic
b. N/A
c. N/A
11. Ducts
a. Sup: Unc. Ret: Unc. AH: Interior
b. N/A
New _ 12. Cooling systems
Single family _ a. Central Unit
1 _
4 _ b. N/A
No _
2872 ft2 c. N/A
319.0 ft2 _ 13. Heating systems
0.0 ft2 _ a. Electric Heat Pump
0.0 ft2 _
0.0 ft2 b. N/A
R=5.0, 173.0(p) ft _ c. N/A
R=11.0, 460.0ft2 _
14. Hot water systems
a. Electric Resistance
R=3.0, 876.0 fie
R=11.0, 785.0 ft2 _ b. N/A
R=11.0, 622.0 112 _
c. Conservation credits
HR-Heat recovery, Solar
DHP-Dedicated heat pump)
R=19.0, 2091.0 112 _ 15. HVAC credits
CF-Ceiling fan, CV -Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
Sup. R=6.0, 320.0 ft _ RB-Attic radiant barrier,
MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: 04 -- Date: • • 03
Address of New Home: e3 c Iasi > It _. i City/FL Zip:)bP Uit
Cap: 60.0 kBtu/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. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar"mdesignation),
your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucfedu for
information and a list ofcertified 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 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 cfm x 32 OF WinterTD = 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 = 153 cfm
2. Summer infiltration load
1.1 x 153 cfm x 18 OF Summer TD = 3039 Btuh
3. Summer infiltration HTM
3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2
and door area
Procedure C - Latent Infiltration Gain
0.68 x 43 gr/Ib moist.diff. x 153 cfm = 4526 Btuh
Irocedure v - equipment sizing Loads
1. Sensible sizing load
Sensible ventilation load
1.1 x 75 cfm vent. x 18 OF 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 = 36315 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
Bold4talic values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrightsoft Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06
Z& E:\FileskJrhorton\2879\2879REVD.rsr Page 1
RIGHT-J WINDOW DATA
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
wrightsoft Right -Suite ResideMialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06
CA E:\Files\drhorton\2879\2879REVD.rsr Page 1
a n sw b c n 0 d 1
a n se b c n 0 d 1
BEDRM 4
1 90 1.0 1.0 1.0 5.0 47.4
BEDRM 3
1 90 1.0 1.0 5.0 5.0 47.4
15.0 1.9
15.0 0.0
C Wlgrnht50ft Right -Suite Residential ^" 5.0.64 RSR26015 2002-Feb-28 13:29:06
A E:\Files\drhorton\2879\2879REVD.rsr page 2
RIGHT-J WORKSHEET
Entire House0DELAIRHEATING,AIR CONDITIONING,R .lob: 2879 MODEL REVISED 10-3-97
109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665
MANUAL J: rtn L0.
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 It 15.0 x 6.0 ft 13.0 x 11.0 ft
4 Ceiings Condit. Option 8.0 ft heat1cool d 8.0 fil heaUcool 8.0 111 heal/cool heat/cool
TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Load (Btuh)
EXPOSURE NO. Htg Clg W) Htg Clg ft') Htg Clg ft2) Htg Clg jArea Htg Clg
5 Gross a 148 4.6 2.1 1028 284 0'•'••»'
Exposed b 12C 2.9 1.91000«., 64 0
walls and c 13C 3.2 1.2 552 144 88 64
partitions d 0.0 0.0 0 0 0 0
e 0.0 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
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
Horz 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 do. 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 1 2&61 8.6 3551 9454 30391 91 2424 779 18 4791 154 01 0 0
13 Subtotal loss=6+8..+11+12 37246 8592 1184 8%
Less external heating 0 0 0 0
Less transfer 0 0 0 014Ductloss100% 3725 10°/ 859 10°/ 118 10V, 86
15 Total loss = 13+14 40970 9451 1302 942
16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0
Appl. @ 1200 2 1800 0 0 1 600 0 0
17 Subtot RSH gain=7+8..+12+16 32337 6052 1065 256
Less external cooling 0 0 0 0
Less transfer 0 0 0 0
18 Duct gain 101' 3234 100% 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 01 362 0 64 0 15
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrsghtS.CA t Right -Suite Residential" 5.0.64 RSR26015 2002-Feb-28 13:29:06
E:1Files\drhortont2879t2879REVD.rsr Page 1
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 103-97
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
MANUAL J: tin to.
1 Name of room SITTING RM MASTER BATH MASTER BEDRM MASTER HALL BATH
2 Length of exposed wall 10.0 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
4 Ceilings Condit. Option 8.0 fti heat/cool 8.0 ft heat/cool 8.0 fti heattcool 8.0 ft heat/cool
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE NO. Mg I Clg W) Htg Clg ft2) Htg I Clg ft') Htg Clg OF) Htg Ctg
5 Gross a 14B 4.6 2.1 80 88 r... 104 a. aaa 0
Exposed b 12C 2.9 1.9 0 a 0 a a 0 a. 0
walls and c 13C 3.2 1.2 0 a«. 0 a aa,. 0
partitions d 0.0 0.0 0 a.« a«a 0 a,« 0 aa.a 0
e 0.0 0.0 0 a+ a.r 0 0 0 r a.a.
f 0.0 0.0 0 0 a, 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 r.« 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 0 0 0 0 0 0 0 0
glass doors NE/NW 51.4 0- 0 0 0 0 0 0 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 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 0isdispl. 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 1 26.6 8.6 16 426 1371 16 426 137 161 426 137 0 0 0
13 Subtotal loss=6+8..+11+12 1444 1494 1594 0
Less external heating 0 0 ra,. 0 a«. aa. 0
Less transfer 0 0 0 r..a 014Ductloss10OA144104/ 149 10°/ 159 10°/ 0
15 Total loss = 13+14 1588 aa. aaa 1643 a. a..r 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 a. 0 a 0 ra.. a« 0
Less transfer a aaa. 0 aa.. 0 aa 0 a..a ra 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
1201 Air required (cfm) 1 0 61 aaa 01 62 a..a 0 82 0 0
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrrghtsofit Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:08ACME:\FilesWrhorton\2879t2879REVD.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
MANUAL J: /tn Ea.
1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RIM
2 Length of exposed wall 36.0 It 12.6 It 28.0 It 11.0 R
3 Room dimensions 17.0 x 19.0 ft 12.0 x 17.0 It 16.0 x 12.0 ft 11.0 x 13.0 It
4 Ceiings Condit, Option 8.0 111 heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 80 It heat/cool
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE NO. Htg I Clg W) Htg Clg ft2) Htg I Clg Htg Clg 111) Htg Cig
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
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 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
e 0.0 0 0 0 0'»' 0 0 0 0'»'
7 Windows and North V.6 0 0 0 0 0'«' 0 0 0
glass doors NE/NW 51.4 0 0 10 394 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 01 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
a 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 0Isdispl. 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 53 1411 454 10 266 86 15 399 128 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°/ 566 10° 154 10°/ 192 1106A 52
15 Total loss = 13+14 6223 1689 2108 572
16 Int. gains: People Q 300 4 1200 0 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 Dud gain 10 549 10°/ 231 10°/ 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.
wrs j"tsoft Right -Suite ResiderdialTM 5.0.64 RSR26015 2002-Fetr28 13:29:06AME:\Fileskirhod n\287912879REVD.rsr Page 3
RIGHT-J WORKSHEET
Entire House
If 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
MANUAL J: tin ha.
1 Name of room ACTIVITY RM BEDRM 4 BEDRM 3
2 Length of exposed wall 59.0 ft 15.0 ft 28.0 ft
3 Room dimensions 25.5 x 20.0 it 15.0 x 10.0 ft 16.0 x 12.0 ft
4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heaVcool 8.0 ft heat1cooi
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area
EXPOSURE NO. Htg I Clg W) Htg Clg f2) Htg I Clg Htg I Cig 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
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
e 0.0 0 0 0 0 0 0
7 Windows and North 27.6 8 222 2 39 0 0
glass doors NE/NW 61.4 30 1872 0 0 0 0
Cooling E/W 0.0 0 0 0 0 0 0
SE/SW 54.3 52 4006 13 621 15 711
South 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) f 0.0 0.0 0 0 0 0 0 0 0 0 0
121 Infiltration a 1 26.6 8.6 901 2397 7701 15 399 128 151 399 128
13 Subtotal loss=6+8..+11+12 9W2 1511 1881
Less external heating 0 0 0
Less transfer 0 0 0
14 Duct loss 10°/ 906 10°/ 151 10°/ 188
15 Total loss = 13+14 9968 1662 2070
16 Int. gains: People Q 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 coding 0 0 0
Less transfer 0 0 0
18 Duct gain 10°/ 872 10 133 1OOA 167
19 Total RSH gain=(17+18pPLF 1.00 9590 1.00 1459 1.00 1840
20 Air required (cfm) 0 521
1 01 79 0 100
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wng h CSOft Right -Suite Residential'"5.0.64 RSR26015 2002-Feb-28 13:29:06
E:lFiles\drhortont2879\2879REVD.rsr Page 4
Y both All
to roof coy
fan
Must hava a nlnhun deorance of 4 Inches around the alr handler per the State Energy code. All duct has an r-6 Insulation value.
z m'
0
r
p
I ui
SLAB o
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ALL
z
O
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mEL_I(A00
yop MI!
MiTek'
MiTek Industries Inc.
14W Nod Outer Forty Drive, Sub 300
Chesterfield, MO 63011
USA
April 17, 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 2000 software.
Pages or sheets covered by this seal : I3143941 thru I3143975. Total: 35 drawings.
Job :DR2879C cw- (:
Builder :D.R. HORTON
Location :BAKERS CROSSING, LOT
County :SEMINOLE ITT 2-13 5
Truss Engineer :Junaidie Budiman, PE # 45161.
Address :14515 North Outer Forty Drive, Suite 300
Chesterfield, MO 63017
This serves as the cover sheet in conformance to Chapter 61 G15-31 Section 003 of the
Florida Board ofProfessional Regulation.
This package include:
I ' --
Junaidie Budiman, PE
1) 35 Truss drawing.
2) Truss Index.
April 17, 2003
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 DR2879C
W
Trusses included=35
0,"\DA2879C\a,tre" 13143941
r1,"\DR2879C\a11.tre" 13143942
2,"\DR2879C\a11a.tre" I3143M
3,"\DR2879C\a7.tre" 13143944
4,"0R2879C\a7a.tre" 13143945
5,"\DR2879C\a9.tre" 13143946
6,"0R2879C\a9a.tre" 13143947
7,"\DR2879C\b.tre" 13143948
8,'1DR2879C\b7.tre" 13143949
9,"\DR2879C\b9.tre" 13143950
10,"\DR2879C\c1.tre" 13143951
11,"\DR2879C\cl l .tre" 1 3143952
12,'\DR2879C\c13.tre" 13143953
13,'\DR2879C\cl5.tre" 13143954
14,"\DR2879C\c1gab.tre" 13143955.
15,"\DR2879C\c7,tre" 13143956
16,"\DR2879C\c9.tre" 13143957
17,"1DR2879C\dare" 13143958
18,'1DR2879C\d1.tre" 13143959
19,"\DR2879C\d2.tre" 13143960
20,"\DR2879C\fl9.tre" 13143961
21,"\DR2879C\f22.tre" 13143962
22,'\DR2879C\f23.tre" 13143963
23,"\DR2879C4Are" 13143964
24,"\DR2879C43.tre" 13143965
25, \DR2879gg1 AW 1 3143966
26,"\DR2879C\jg2.tre" 13143967
27,"\DR2879C\k.tre" ; 1 3143968
28,"\DR2879C\k1,tre" 13143969
29,"\DR2879C\I.tre" 13143970
30,'\DR2879CV1.tre" 13143971
31"\DR2879C\m.tre" 13143972
32,"\DR2879C\m1.tre" 13143973
33,-0R2879C\s.tre" 13143974
34,"\DR2879C\s1.tre" 13143975
p1f- Bl,
M.45161
j STATE OF
ray.
April 26, 2002
A wARmNo - ver{ jy derr4ts pwunwtom and mug xorza ox7'ffis AND xavaRass am Bs"m usa. mmm"W to
Design valid for use only with Mlfek connectors. This design is based only upon parameters shown, and is for an Individual building component to be
Installed and loaded vertl olly. AppScabVMy of design parameters and proper Incorporation of component is tesponsiblkty of building designer - not buss
designer. &acing shown is lot lateralsupport of Individual web member only. Additional tempoiory bracing to Insure nabIMy during construction is the
responsibility of the erector: Additional petmonent bNoIng of the overall Structure is the msponslblAty of the building designer. For general guidance
regarding fobrlcatlon, quality control, storage, delivery, election and bracing, consull OST-88 Quality Standard, D811•89 Bracing Specification. and HIS-91 M Te k® Handling Installing and Srocing Recommendation available from Truss Plate Institute, $93 D'Onohb Drive, Madison, WI53719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
11%4 *Center plate on joint unless Damage Or Personal injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS 2. Cut members to bear tightly against each
other.
WEBS J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate 0 joint and embed fully. Avoid knots and wane
plates r/8" from outside edge of
o
a X at joint locations.
truss and vertical web. o
a
o
4. Unless otherwise noted, locate chords ices
I
splices
4 length(* 6" fromuC, at panel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
Mitek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
PLATE SIZE
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
The first dimension is the width
4 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
X perpendicular slots. in all respects, equal to or better than the
dimension is the length parallel9Pa grade specified.
to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1691, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
nA Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
OD 15. Care should be exercised in handling,
TM
PANEL
erection and installation of trusses.
O 1 "3 Mitek Holdings, Inc.
CLIP t iFORM016,019 GW Ri-NAtL NMRD,AZR0
Job russ russ ype ty y 13143941
DR2879C A ROOF TRUSS 11 1
optional)
N-TH, LONGWOOD, FL, MiTe(Industries, Inc. s Jun 28 2001 MiTekIndustries, Inc. Fri Apr age
1-0-0 6-0-12 11-7-0 17-1-4 23-2-0
IF 1-0-0 6-0-12 5-6-4 5-6.4 6.0-12
Scale = 1:40.8
4x6 =
4
6.00 FTY
2x4 \\ 2x4
3 5
6
ro 2
1 C
3x4 = 8 7 3x4 =
3x4 = 5x6 =
7-4-2 15-9-14 23-2-0
7-4-2 8-5-12 7-4-2
Plate Offsets ---- -- -3-0,0--3--OT-
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) -0.25 7-8 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 1.00 Vert(TL) -0.51 7-8 > 536
BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(TL) 0.05 6 We
BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft - 360 Weight: 105 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-9 oc purlins.
BOT'CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing.
WEBS 2,X 4 SYP No.3
REACTIONS (lb/size) 6=1247/0.1.8, 2=1340/0-4-0
Max Horz 2 =179(load case 4)
Max Uplift6=-464(load case 4), 2=-651(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=17, 2-3=-2080, 3-4=-1907, 4.5--1922, 5-6=-2095
BOT CHORD 2-8 =1845, 7-8 =1240, 6-7 =1865
WEBS 3.8 =-344, 4-8 = 792, 4-7 = 814, 5-7 =-362
NOTES (6)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 464 lb uplift at joint 6 and 651
lb uplift at joint 2.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.
LOADCASE(S) Standard
1) Regular: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (pif)
Vert: 1-4=-74.0, 4-6= 74.0, 2-8=-20.0, 7-8=-60.0, 6-7=-20.0 No.45#6#
j•• \} t ATE Y' V
0 Ft Q.
L
April 26,2002
NEW
AwARNzNfJ - vert& 4satpn pwanw ore mw RaAD Noras oN mn AND RavaRBa sws aaPOR6 um. ,••+
Design valid for use only with MRek connectors. This design It based only upon parameters shown, and Is to an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responslbOy of building detlgner - not huss
despiser. Btocing shown Ic for loteial support of Individual web members oily. Additional temporary bracing to Insure stability during condiuction Is the
responsibility of the erector. Additional permanent bibcIng of the overall shucture It the respontR,slRy of the building designer. For general guidance
regording tobrioation, quality contro6 slaape, dsSvery, erection and bracing, consult OBT-BB Quality Standard, D8111•89 Bracing Specification. and HII.91 M Tek® Handling Installing and Bracing RecommendalionavaSable horn Truss Plate Institute, 583 D'Onohio Drtve, Madison, WI83719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat.
B„
J2 J3 Ja owner and all other interested parties..
TOP CHORDS 2. Cut members to bear tightly against each7a
other,
o J5
cc 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate zC? joint and embed fully. Avoid knots and wane
plates 1/8" from outside edge of
a o
a y X at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chords icespi
at /a length(* 6" fromcapanel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slats in Jt J8 J7 J6 lumber shall not exceed 19 % at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and
Miisk/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
PLATE SIZE
8, Plate type, size and location dimensions
shown indicate minimum plating requirements.
The first dimension is the width
4 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
X perpendicular slots. in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-76, 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, 40 unless otherwise noted,
SBCCI 87206, $6217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
nA Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
1 /1M'iTek*
engineer.
15. Care should be exercised in handling,
5® CLIP
PANEL
TM erection and installation of trusses.
1993 Mitek Holdings, inc.
FORM018,019 HMR0,WN
t
Job russ Truss Type ty Y 13143942
DR2879C All ROOF TRUSS 1 1
optional)
LIONGWOOD, FL, MiTWTn—du—s—tn—e—s—,rn—c. 4.201 SRI s Jun 28 2001 MiTekIndustries—, nc. rt pr : : age
r1 -1120 5-9-4 11-0-0 17-4-12 23-2-0112-2-01
1-0-0 5-9-4 5-2-12 1-2-0 5-2-12 5-9-4
Scale = 1:42.0
4x6
4x6 =
4 5
6.00 FT 3x4 G 3x4
3 6
7
2
o] 1
3x4 - 11 10 9 6 3x4 -
2x4 II 3x4 = 5x6 = 2x4 II
5-9-4 11-0-0 112-2-0 17-4-12 23-2-0
5-9-4 5-2-12 1-2-0 5-2-12 5-9-4
Plate Offsets
LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LU 0.09 10-11 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.12 10-11 >999
BCLL 0.0 Rep Stress incr YES WB 0.43 Horz(TL) 0.05 7 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 116 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-4 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-1-3 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 7=1076/0-1-8, 2 =1 172/0-4-0
Max Horz 2 =172(Ioad case 41
Max Uplift 7=-508(load case 51, 2=-608(load case 4)
FORCES (Ib) - First Load Case Only
TOPCHORD 1-2=34, 2-3=-1930, 3-4=-1352, 4-5=-1134, 5-6=-1353, 6-7=-1962 BOT-
CHORD 2-11 =1633, 10-11 =1633, 9-10 =1134, 8-9 =1670, 7-8 =1670 WEBS
3-11 =132, 3-10 =-578, 4-10 = 338, 5-9 = 348, 6-9 =-620, 6-8 =143 NOTES (
7) 1)
This truss has been checked for unbalanced loading conditions. 2)
This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially
enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind.
If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase
is 1.33, and the plate grip increase is 1.33 3)
Provide adequate drainage to prevent water ponding. 4)
Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 508 lb uplift at joint 7 and 608 lb
uplift at joint 2. y 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7)
Truss Engineer: Junaidie Budiman, PEf145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. tf- tip 8)
THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.`j,
1, Z.:7 LOAD
CASE(S) Standard , t
Tk cN0.4,5161 t os+.
51'A'Ta1r 10 :''
hQJKf
pyryry,++ R
April
26,2002 WAMNO -
VerW &stlyn panufselers and MAD NOTES ONTMS AND JWVERW S(DC MCMAC V88. ® Design
volid for use only with Mliek connectors. Thk design Is based only upon parameten shown, and It for an Incilvldual building component to be Installed
and kwded ve,"Ically. Applicability of design parameters and proper hwrpotallon of component It tesporabilty of building dssignet - not truss designer.
Bracing shown Is lot latetal support of Individual web membets only. Additional temporary btaoft to Insure stability during oonsltuctbn Is tesponslblllty
of the *wcfor. Additional petmoneflt bracing of the ovetall structure Is the responsibility of the building designs. Fot general guidance tegatdlno
fabticalion, quality cwnuol, storage, dellvery, ofoctlon and bracing, consult QST•a! Quality standard. 089-e9 wooing speeNbatlon, and 14111-91 MiTek® HandlingInstallingandllracftRecammendallonavalloblehornbustPbteInstitute, $83 D'Onohlo Drew, Modbon, WI6371V.
Symbols Numbering System General Safety dotes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/4 *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
4 TOP CHORDS 2, Cut members to bear tightly against eachT2 " other.
o WEBS J5
c 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate i h ; 0 joint and embed fully. Avoid knots and wane
plates I/8" from outside edge of
O
a _
at joint locations.
truss and vertical web. o a 4. Unless otherwise noted, locate chords icesPI
O at I /4 panel length(' 6" from adjacent joint,) ce C,
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in
Jt J8 J7 J6 lumber shall not exceed 19 % at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice into camber for dead load deflection.
PLATE SIZE 8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
The first dimension is the width
4 4 to Second
CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and
X perpendicular slots. in all respects, equal to or better than the
dimension is the length parallel grade specified,
to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, 'rf no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
nA Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials. a
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised in handling,
TM
PACLIEL erection
and installation of trusses. , O
IM M tek Holdings, Inc. Foaaots,
oty a +wa-nwn_ ® MYEWO-AiN0
Job russ russ ype ty Y HORTON
13143943
DR2879C A11A ROOF TRUSS 1 1
optional)
NGWOOD, FL, r e n ustries, Inc. 4.201 SRI s Jun 28 2001 MiTekIndustries, Inc. Fri Apr age
r1-0-0, 5-9-4 11-0-0 12-2-0, 17-4-12 23-2-0
1-0-0 6-9-4 6-2-12 1-2-0 5-2-12 5-9-4
Scale = 1:42.0
4x6 =
4x6 =
4 5
6.00 FiT 3x4 3x4 zz-
3 6
7
M 2 co
1o]
3x4 = 11 10 9 6 3x4 -
2x4 II 3x4 = 64 = 2x4 II
5-9-4 11-0-0 12-2-01 17-4-12 23-2-0
5-9-4 5-2.12 1-2.0 5-2-12 5-9-4
Plate Offsets
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.39 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 SBC/ANSI95 Matrix) 1 st LC LL Min I/defl - 360 Weight: 116 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc purlins.
BOT CHORD 2 X 4 SYPNo.2D BOT CHORD Rigid ceiling directly applied or 7-1-7 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 7 = 1071/0-4-0, 2 =1 167/0-4-0
Max Horz 2 =172(load case 4)
Max Uplift 7 - -504(load case 5), 2=-606(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, 10-11 =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 (6)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 504 lb uplift at joint 7 and 606
lb uplift at joint 2.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED. r f91113V^
r'q °• ' LOAD CASEIS) Standard
Y
1k ' No, 45161 i
t7C1k
STATE OF V
L
April 26,2002
AwA w Nc; - vmryk design pa stisn•torm and Raw Norse oN Tws mD immiltm awe Bar'om use.
Design valid lot use only with MITek connectors. This design k based only upon poiametea shown, and k /a an IndWual building component to be
instated and loaded vertically. Applicability of design porametea and proper Incorporation of component k loq:- bNlly of building deslpnet - not truss
designet. Bracing shown is for loteial support of IndNkkml web members only. Additional temporary taxing 10 Mnute alobi lty duting condluctlon k the
iesppnsibsity of the ereCtot. AddRlonal permanent tAsckrg of the overall shuctute Is the iesponabMty of the building designer. For genmial guidance
iegaiding labtlaotlon, quality control, storage, delivery, emotion and bracing, consull OST-e8 Quality Standard, DSO-89 tracing Specification, and HIS-91 M iTek® Handling Installlna and Ilrocing Recommendation available horn Truss Plate Institute, 843 D'Onohb Ditty. Madison. WI53719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property
t 3A * Center plate on joint unless Damage Of Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2, Cut members to bear tightly against each
other,
o WEBS J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o - 0
Q joint and embed fully. Avoid knots and wane
plates/s" from outside edge of
o
d y at joint locations.
truss and vertical web. a 4. Unless otherwise noted, locate chord s icesPI
o at 14 panel length(' 6" from adjacent joint.) FL_ ce
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber,
For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and
MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
PLATE SIZE 8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
The first dimension is the width
4 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
X perpendicular slots. in all respects, equal to or better than the
dimension is the length parallel grade sppacified. ecified.
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, 'rf no ceiling is installed, 4001 unless otherwise noted.
SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
1 1MITek
engineer, t
15. Care should be exercised in handling,
TM
ZQD CPA EL erection
and installation of trusses, 0
1"3 Mitek Holdings. Inc. FORM018,
019 riiviRO,A/R r
Job russ Truss Type ty y HORTON
13143944
DR2879C A7 ROOF TRUSS 1 1
optional)
r e n ustnes, Inc. 4.201 SRI s Jun 28 2001 MiTekIndustries, Inc. Fri Apr age
A
1-0-0 3.11-4 1 7.0-0 11-7-0 16-2-0 1 19-2-12 23-2-0 ?4-2-q
1-0-0 3-11.4 3-0-12 4-7-0 4-7.0 3-0-12 3-11-4 1-0-0
Scale = 1;42.2
4x8 =
2x4 II 4x8 =
4 6 6
6.00
3x6 y 3x6
3 7
Cq
2 6
rr8
1
4x8 = 14 13 12 11 10 4x8 =
300 // 3x4 = 7x8 = 3x4 = 300 \\
3-4-10 7-0-0 11-7-0 16-2-0 19-9-6 23 2-0 J
3-4-10 3-7.6 4-7.0 4-7-0 3-7-6 3-4-10
Plate Offsets - -
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.55 Vert(LL) 0.16 12 > 999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.22 11-12 >999
BCLL 0.0 Rep Stress Incr NO WS 0.64 Horz(TL) 0.07 8 n/a
BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/deft = 360 Weight: 139 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-6-10 oc purlins.
SOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2 =1444/0-4-0, 8 = 2831 /Mechanical
Max Horz 2=115(load case 4)
Max Uplift2 = -793(load case 4), 8=-1333(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2 =19, 2-3 = -2601, 3-4 = -2269, 4-5 - -2684, 5-6 = -2684, 6-7 = -3055, 7-8 = -5785, 8-9 =19
BOT CHORD 2-14=2317, 13-14-2294, 12-13=2038, 11-12=2778, 10-11 =4518, 8-10=5182
WEBS 3-14=73, 3-13=-311, 4-13=243, 4.12=811, 5-12=-329, 6-12=-117, 6-11 =1156, 7-11=-2086,
7-10=2122
NOTES (8)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II
partially enclosed building, with exposure 8 ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 793 lb uplift at joint 2 and 1333
lb uplift at joint 8.
6) This truss has been designed with ANSI/TPI 1-1995 criteria. pE711 >
71 Special han er(s) or connections) required to support concentrated load(s) 1944.61b down and 993.31b up at 19-8-12 onbottomchord. Design for unspecified connections) is delegated to the building designer. q lF/qJ•. 8) Truss Engineer: Junaidie Budiman, PETl45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
9) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.
t + No. 4.5161
LOAD CASEIS) Standard
1) Regular: Lumber Increase =1.33, Plate Increase =1.33
STATEUniformLoads (plf)
Vert: 1-4=-74.0, 4-6=-74.0, 6-9=-74.0, 2-8=-20.0
Concentrate Loads
OF +
0 =tl1944.6 j O R t
aaL`
Apol 26,2002
AwAivmm - very& design parwirioters and R&w Nordss old Tma AND RxvzRw sws samRs um. ••®
Design valid for use only with Mifek connectors. This design is bated only upon parameters shown, and b to an Individual building component to be I Installed and loaded vertically. ApplcobWy of design parameters and proper hcorpoatlon of component b responsibility of building designer - not truss
designer. Bracing shown is tar lateral support of individual web members ony. Additional temporary btachg to Insure dobMMy during construction Is the
responsiblMty of the erector. Additional permanent brbchg of the overall structure is the retpontWy of the building designer. For general guldonce
regarding fabrication, quoMV conirot, storage, delivery, oreotlon and bracing, oonsull OIT•IdI oualty Standard, 0I/•I9 Iraci ng SpeoMloatlon, and HIN-91 MiTek® Handling Installing and IrocinElate gRecommendationavollablefromTrussInstitute, 583 D'Onohlo Drive, Madison, Wl63719.
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
sec urely seat.
to- All,
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.
For tabular plating format rotor to the
MRek/Gang-Nail Joint/Plate Placement Chart.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
4e continuous lateral Facing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
MiTeke
CNEL TMPPALt
FORM016.019 i ® Hyma'"N@
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at 1/4 panel length('- 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, ff no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
01993 Mitek Holdings, Inc.
a i
Job russ Truss Type ty y HORTON
13143945
DR2879C A77A ROOF TRUSS 1 1
optional)
MIT Industries, Inc. 4,201 SR1 s Jun 28 2001 MiTekIndustries, nc. Fri Apt age
1-0-0, 3-9-4 7-0-0 11-7-0 16-2-0 19-4 12 23-2-0_
1-00 3-9-4 3-2-12 4-7-0 4-7-0 3-2-12 3-9-4
Scales 1:41.3
5x8 =
2x4 II 5x8
4 5 6
71
6.00 (T2-
2x4 2x4
3 7
m
o
8
2
1
3x8 = 11 10 9 3x8 =
3x4 = 5x8 = 3x4 =
7-0-0 11-7-0 16-2-0 i 23-2-0
7-0-0 4-7-0 4-7-0 7-0-0
Plate Offsets
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.61 Vert(LL) 0.21 10 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.28 10-11 >971
BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.11 8 n/a
BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/deft = 360 Weight: 121 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-1-0 oc purlins.
4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-5.1 oc bracing.
BOT CHORD 2 X 4 SYP No.2D
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 8 - 2176/0-4-0, 2 = 2267/0-4-0
Max Horz 2 = 1230oad case 4)
Max Uplift8=-1068(load case 4), 2=-1255(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=17, 2-3=-4192, 3-4--4021, 4-5=-4291, 5-6=-4291, 6-7=-4021, 7-8=-4192
BOT CHORD 2-11 =3696, 10-11 =3645, 9-10=3645, 8.9=3696
WEBS 3-11 =-96, 4-11 =814, 4-10=814, 5-10=-797, 6.10=814, 6.9=814, 7-9=-96
NOTES (7)
1 This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
41 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1068 lb uplift at joint 8 and
1255 lb uplift at joint 2.
5) This truss has been designed with ANSI/TPI 1.1995 criteria.!
6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 613.41b up at 16-2-0, and
p r 0 T7V ,r
603.2Ib down and 613.41b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building
designer.
7) Truss Engineer: Junaidie Budiman, PEfl45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
g/^`•. J•+
8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED. y•
k ' NO, 4.5161LOADCASE(S) Standard
1) Regular: Lumber Increase Plate S1.33, Increase =1.33
Uniform Loads (plf) 0 STAGE OF •, Vert: 1-4=-74.0, 4-6=-160.3, 6-8--74.0, 2-11=-20.0, 9-11=-43.3, 8-9=-20.0
Concentrated Loads (Ib)
S .
Vert: 11 =-6012 9=-603.2 t(7yOR
AL ;
April 26,2002
WAMMO - VerW des4n parameter* and PJLW NOTES ONTMS AND RCVERW SMB BEFORB IM- ANSI m
ransame®
Deslgn void for use only with MlTek connector& This design is bated only upon para netea shown, and is lot an Individual building component to be
Installed and looded vertically. Applicability of designparamoll and proper Incorporation of component is responsbNlyof building desgner - not truss
despner. Bracing shown is far lateral support of Individual web members only. Additional tempototy, bracing to Insure stability during construction is the
responsiblllty of the erector. Additional poftna t bil of the overall shuctute is the respon"y of the building desil For genetal guldancat
regarding fabrication, quotly conhol. stotage, delivery, erection and Wacing, consuR OST-44 Ou l Standard, DSB-a9 Bracing Specification, and Hill-91 WelkHandlingInttallilandBracingReeammendallanavailablefromTrhlaTrussPlateInslitute, 583 D'Onol lw, Modish WI6371e.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/. * Center plate on joint unless Damage or Personal injurydimensionsindicateotherwise.
Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachczc other..
VVEBS J5
a:3. Place plates on each face of truss at each
4 x 2 orientation, locateFor Q joint and embed fully. Avoid knots and wane
plates i/e" from outside edge of
O
a
at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chords Pflees
1/4 length(* 6" fromC, at panel adjacent joint,)
BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of
required direction of slots in
J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and
MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General
WEBS ARE NUMBERED FROM 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. a
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised in handling,
PANEL
TM
CLIP
erection and installation of trusses.
0 IM Mitek Holdings, Inc.
FORM018,019 MYDRO,A/A®
Job russ Truss Type ty y HORTON
13143946
DR2879C A9 ROOF TRUSS 1 1
optional)
NINGWOou, FL, Industries, Inc. 4.201s unD1 MiTekIndustries, Inc. Fri Apr age
1-00, 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 ® 1:41.4
4x6 =
4x8 =
4 5
6.00 rfF
2x4 J
3 Z>6
7
2 ro
1
3x4 = 9 8 3x4 =
3x8 = 6x6 =
9-0-0 14-2-0 23-2.0
9-0-0 5-2-0 9-0-0
Plate Offsets
LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) 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 0.51 Vert(TL1 -0.19 7.8 > 999
BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.05 7 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 111 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-6 oc purlins.
SOT CHORD 2 X 4 SYP°No.2D BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 7 =1078/0-1-8, 2 =1169/0-4-0
Max Horz 2 =148(load case 4)
Max Uplift7 — -486(load case 5), 2=-631(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2-17, 2-3=-1766, 3-4=-1433, 4-5=-1290, 5-6=-1438, 6-7=-1788
BOT CHORD 2-9 =1563, 8-9 =1295, 7-8 =1590
WEBS 3-9 =-317, 4-9 = 289, 5-9 =-7, 5-8 = 297, 6-8 =-342
NOTES (7)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 486 lb uplift at joint 7 and 631
lb uplift at joint 2.
6) This truss has been designed with ANSI/TPI 1-1995 criteria.
7) Truss Engineer; Junaidie Budiman, PEi145161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. A
8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED. 4•/%+
LOAD CASEIS) Standard
No. 45161
SPATE OFs
April 26,2002
AWAW vG - Verj& de*4sa pamasetere and Rit4AAD MOMS ON Tars AND SIXV = SINE dBdsdr = UM. a•••+®
Design valid for use only with MRek connector& This design is based only upon porametets shown, and is for an Individual building component to be
Installed and loaded vorl"Ity. Applicability of design parameters and proper Incorpotatlon 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 dabNlly during construction is the
responsibility of the Necipr. Additional permanent brbcing of the overall structure is tit responslblRy of the building design. For general guidance
regarding fabrication, qualify control storage, tdelvery, etectlon and bracing, consult CST -Rio Quality Standard, DSB•R9 Bracing Specification, and HII-91 M iTek® Handling iafolllng and Bracmg ReoarninondaHR onavailablefromTrussateInstitute, $83 D'Onotrb Drlve, Modlson, W163719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
P. 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property
1 B
securely seat. J2 J3 J4 owner and all other interested parties..
4 TOP CHORDS
2. Cut members to bear tightly against eachc ca
other.
o WEBS J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o _ 0
Q joint and embed fully. Avoid knots and wane
plates I/s" from outside edge of
o
a y = at oint locations. l
truss and vertical web. o ao
4. Unless otherwise noted, locate chords icessplices
1/4 length(' 6" fromatpanel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and
MIT41k/Gang-Nail Jolnt/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection.
PLATE SIZE 8. Plate type, size and location dimensions
shown indicate minimum plafing requirements.
The first dimension is the width
4 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shalt be of the species and size, and
X perpendicular slots. in all respects, equal to or better than the
dimension is the length parallel g specified.. grade
to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, ifi no ceiling is installed,
unless otherwise noted.
SBCCI 87206, $6217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials. a
14. Do not cut or alter truss member or plate
without prior approval of a professional
M!Tek
engineer. •.
15. Care should be exercised in handling,
TM
CNEL Aerection
and installation of trusses. 1"
3 Mitek Holdings, Inc. FORM018,
019 a'aao-euniL ® y/DRO A®
Job russ Truss Type ty y HORTON
139 43947
DR2879C A9A ROOF TRUSS 1 1
o tione
A INGWOOD, , t e Industries, Inc. 4.201 SRI s Jun 28 2001 MiTekindustries, Inc. Fri Apr age
1-0-0 4-9-4 9-0-0 14-2-0 18-4-12 _ 23-2.0
r--r—
1-0-0 4-9-4 4-2-12 5-2-0 4-2.12 4-9-4
Scale = 1:41.4
4x6 =
4x8 =
4 5
6.00 jW
2x4 J 2x4 G
3 6
7
cq 2 Cl)
O
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
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 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 SBC/ANS195 list 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 CHORD 2 X 4 SYP,No.2D BOT CHORD Rigid ceiling directly applied or 6-8-4 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 7 =1073/0-4-0, 2=1164/0-4-0
Max Horz 2 =148(load case 4)
Max Uplift 7 - -483(load case 5), 2=-629(load case 4)
FORCES-(1b) - 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 (6)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
31 Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 7 and 629
lb uplift at joint 2.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED. lQ t j
LOADCASE(S) Standard Q r ij.•+,r
1
STATE OF •f'tV
April 26,2002
AWARNING - VerUk designpan tnr+stm and READ NOTES ON TIiIS AND ANVERM SME BZVORC USS. NiDesignvoidforuseonlywithMITekconnectors. this Mdesignkbasedonlyuponparametersown, and a for an IndWual bulding component to be
Installed and loaded vertically. AppSoabillly of design parameters and proper Incorporation of component It respondbifty of building designer • not truss
designer. Bracing shown Is lot lateral support of Individual wed members only. Additional temporory bracing to Insure Mabllly during oondructlon Is tit
responsiblilty of the erector. Additional permanent brbteInit goftoverallstructure Is the iesponsDMty of the building designer. For general guldance regarding fabrication,
quality cannot storage. delivery. erection and Wacky. consul CST•48 Quality Standard, DSS-89 Bracing Specllstatlon, and HIS•91 M Tek0 Handling InstallingandSineftlecommendoHon.avalable from Trust Plats Institute, 393 D'Onokb Drive. Madison, WI63719.
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 building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS 2. Cut members to bear tightly against each
other,
WEBS J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o - 0
r Q joint and embed fully. Avoid knots and wane
plates I/8" from outside edge of
o
a _ at joint locations.
truss and vertical web. o a
o
4. Unless otherwise noted, locate chord splices
r/4at panel length(+ 6" from adjacent joint.) u C,
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of sots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of
connector plates.
fabrication,
6, Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and
MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
PLATE SIZE 8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
The first dimension is the width
4 4 to second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
X perpendicular slots. in all respects, equal to or better than the
dimension is the length parallel grade specified,
to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials. a
14. Do not cut or alter truss member or plate
without prior approval of a professional
MITek®
engineer. a
15. Care should be exercised in handling,
Tu
PANEL
erection and installation of trusses.
p l "3 Mitek Holdings, Inc.
CLip
FORM018,019 any""`on- ® ffMRO,A/R
Job russ Truss Type ty Y HORTON
13143948
DR2879C B. ROOF TRUSS 2 1
to tionalI
r e Industries,Inc. s un r e n ustnes,Inc. Fri Apr age
1.0-01 5-2-4 9.10-0 14-5-12 19-8-0_ _
1-0-0 5-2-4 4-7.12 4-7-12 5-2-4
Scale a 1:34.8
4x6 =
4
6.00 rf£ 2x4 2x4 i
3 5
6
T
1 lO
x4 - 7 3x4 =
5x8 =
9-10-0 19-8-0
9-10-0 9-10-0
Plate Offsets - - ,_- -
LOADING (psf) SPACING 2-0-0 CSI DEFL in Poc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.38 Vert(LL) 0.05 7 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.22 6.7 >999
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.03 6 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC ILL Min I/dell = 360 Weight: 86 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-6 oc purlins.
SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-5-15 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 6 = 914/Mechanical, 2 =1005/0-4-0
Max Horz 2=15811oad case 4)
Max Uplift 6 - -435(load case 5), 2=-51811oad case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=17, 2.3=-1371, 3-4=-1002, 4.5=-1002, 5-6=-1383
BOT CHORD 2-7 =1214, 6-7 =1230
WEBS 3-7=-360, 4-7=540, 5-7=-378
NOTES (6)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.333) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 6 and 518
lb uplift at joint 2.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED. 6 13
LOAD CASE(S) Standard f'' •'+'
t No.45161 i
s;
N STATE OF
Q AL
April 26,2002
AwAwnmvo - ver w design pamonstaw and Pmw NorEs orr THIS AND mvaR= sma namm use. ••®
Design valid for use only with Melt oonnectat. This design It based only upon parameter shown, and is for an Individual building component to be
Installed and boded vertbally. Applicability of design parameter and proper kworpaatlon of component is nsbrsspoNlly of building designer - not buss
designer, Bracing shown is fa blelat support of Individual web members only. Additional tempacry bracing to Insure stability during condiucWn is the
iesponsiblllty of the erector. Additional permanent bilking of the overall shucturo is the responstMy of the building designer. For general guidance
regarding fabrbatbn. QuaMty contra6 staiage, delivery, *#action and biocIng, consult OST•88 Quality Standard, DBI•89 losing ap@cNlcatbn, and Mill•91 Mi'Tek® Handllna Installina and Brochq Iteeomrnendation available horn Truss Rate InslMute, Us D'Onohb Drive. Madison. W153719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property
13/t *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, propertysecurelyseat.
Ys
J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each
u C3 other.
o WEBS J5
3. Place plates on each face of truss at each
for 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane
plates/s" from outside edge of
V o
a _
4.
at joint locations.
truss and vertical web. a
o
Unless otherwise noted, locate chords11splices
at /4 panel length(+ 6" from adjacent joint.) C7 u
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber Is a non-structural consideration and
MiTek/bang-Nail Joint/Plato Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPotY of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
8. Plate type, size and location dimensionsPUTSSIZEshownindicateminimumplatingrequirements.
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, 00", unless otherwise noted,
SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring
WISC/D1LHR 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
MTek®
engineer.
15. Care should be exercised in handling,
PANEL
CUP
erection and installation of trusses.
O 1"3 Mitek Holdings, Inc.
FORM018,019 MAINO
Job rues russ ype ty y HORTON
13143949
DR2879C B7 ROOF TRUSS 1 1
aLONGWOOD, tional)
N-THtoFL, MiTe(n ustr es, Inc. s un I e n ustnes, Inc. Fri Apr 26 15:54:53age
1.0 0 3-9-4 7-0-0 12-8-0 15 10-12 19-8-0
1-0-0 3-9-4 3-2-12 5-8-0 3-2-12 3-9-4
Scale = 1:35.2
6x6 = 5x8 =
4 5
6.00 rr2 2x4 2x4
3 6
7
2
t toO
x8 = 9 8 3x =
3x8 5x6 =
7-0-0 12-8-0 19-8-0
7-0-0 5-8-0 7-0-0
Plate Offsets : ,
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.12 8 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.21 8-9 > 999
BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.08 7 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC LL Min i/defl = 360 Weight: 97 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-2-2 oc purlins.
4-5 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-10-13 oc bracing. BOT CHORD 2 X 4 SYP'No.2D
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 7=1819/0-4-0, 2=1910/0-4-0
Max Horz 2 = 123(load case 4)
Max Uplift7 = -881 (load case 4), 2--1056(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=17, 2-3=-3437, 3-4--3247, 4-5=-2951, 5-6--3247, 6-7=-3437
BOT CHORD 2-9 = 3030, 8-9 = 2951, 7-8 = 3030
WEBS 3-9=-130, 4.9=850, 5.9--0, 5-8-850, 6-8=-130
NOTES (7)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 881 lb uplift at joint 7 and 1056
lb uplift at joint 2.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 613.41b up at 12-8-0, and/,
603.21b down and 613.41b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building S!
designer. 1IFf0+''•. 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.
i No, 45161 01LOADCASEIS) Standard
1) Regular: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (pit)
Vert: 1-4=-74.0, 4.5=-160.3, 5-7=-74.0, 2-9=-20.0, 8-9=-43.3, 7-8=-20.0 N. si•A OF
Concentrated Loads (lb)
Vert: 8=-603.2 9=-603.2 OR t4l
April 26,2002
AwA mxo - verft dewilla pwansitwu and Rww xorzs oNrats Am mvzFw sma Biwom um.
Design vaNd for use any with MITek connectors, This designIs based only upon paiamstfirs shown, and Is tot an IndNidual building component to be
installed and waded vertically. Applicability of design paramstsrs and plopei VxXxporatbn of component Is tesponsblNty of building desgner • not huss
dssignet. &acing shown Is tot lateral support of Individual web members only. Additional temporary brackrg 10 Insule stability duiing oonshuctlon Is the
msponslbillly of the steator.:Additkxwl permanent bilb l of the overall structure Is the iespon"y of the bulling designer. For general guidance
tegoiding fabilcatbn, quality contiot storage, dellyery, llecllon and bracing, consult! OET•Otl QuoNly standard, Dft111•f19 Brocky Speolllaotlon, and HIS-91 M iTek® Handling Installing and srackng keoommendallon available hom Truss Plate kn=tsute, 583 D'Onohw Dike, Madison, WI63719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/+ *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested porfies..
TOP CHORDS
2. Cut members to bear tightly against eachIruQ
other.
o VVEBS J5
Q 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate C joint and embed fully. Avoid knots and wane
plates I/8" from outside edge of
o
a _
at joint locations.
truss and vertical web. o a
o
4, Unless otherwise noted, locate chord splices
1/4at panel length(+ 6" from adjacent joint,) CS
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in illJ8 V J6 lumber shall not exceed 19%at time of
connector plates.
fabrication,
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
MiTek/Gang-Nails Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilitytY of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width
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, 9T90 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials. a
14. Do not cut or alter truss member or plate
without prior approval of a professional
1MiTek®
engineer.
15. Care should be exercised in handling,
nTM
erection and installation of trusses.
O IM Mitek Holdings, Inc.
FORM019,019 OANii-NNL ffV=0'WR'&
Job russ 1russ type ty y HORTON
13143950
DR2879C B9 ROOF TRUSS 1 1
optional)
ACCU-SPAN-TH, LONGWOOD, FL, MiTe(Industries, Inc. 4.201 . SR1 s Jun 29 2001 NliTekIndustries, Inc. Fri Apr 26 15:54:54 2002 Page
1-0-01 4-9-4 9-0-0 , 10-8-0 , 14-10-12 19.8-0
1-0-0 4-9-4 4-2-12 1-8-0 4-2-12 4-9-4
Scale = 1:35.3
4x6 =
4x6 =
4 5
6.00 F172- 2x4 2x4
3 6
v
7
2 !
lO61
3x4 - 9 6 3x4 =
3x4 = 5x6 =
9-0-0 10-8-0 19.8-0
9-0-0 1-8.0 9-0-0
Plate Offsets
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) 0.09 7-8 >999 M1120 2491190
TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.23 7-8 >999
BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.03 7 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 91 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins.
BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 7-8-12 oc bracing.
WEBS 2 X 4 SYP`No.3
REACTIONS (lb/size) 7 = 911 /Mechanical, 2 =1008/0-4-0
Max Horz 2-148(Ioad case 4)
Max Uplift7=-427(load case 5), 2=-533(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD" 1-2=34, 2-3=-1553, 3-4--1198, 4-5=-1009, 5-6=-1200, 6-7=-1583
BOT CHORD2-9 =1333,' 8-9 =1009, 7-8 =1370 WEBS',
3-9=-374, 4-9=280, 5-8=310, 6-8=-417 NOTES (
7) 1)
This truss has been checked for unbalanced loading conditions. 2)
This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially
enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind.
If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase
is 1.33, and the plate grip increase is 1.33 3)
Provide adequate drainage to prevent water ponding. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 427 lb uplift at joint 7 and 533 lb
uplift at joint 2. 6)
This truss has been designed with ANSI/TPI 1-1995 criteria. 7)
Truss Engineer: Junaidie br+ 13i//, Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 8)
THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.,...,,.'+ LOAD
CASES) Standard C(1 No.
4.5161 WO
a 1k j
s ;;PATE OF« April
26,2002 4&
WAPM G - verW 4r 4w parwrstetere aM R&W NOTES ONTIM AM RBVZRW SWX BZMRa 1=. anor••e Design
vaid lot use only with MRsk connectors. This design Is bated only upon parametwe shown, and is lof an Individual building component to bs Installed
and ioaded vertloolly. Applicability of design patarnetats and proper Incotpotallon of component is responelbMlly of bul ding daslgner - not ttust designer.
Brocing shown is tot Wetal support of Individual web members only. Additional temporary bracing to Inure stability luting condructlon is the responsibMMy
of the emala. Additional permanent Warring of the ovetai stfucturs is the rssponst My of the building designer. For general guidance regarding
tabrlootlon, quoily conhoL storage. deiVery, erection and bracing, consull OST-RB Quality Standard. 039-60 irackng specRlcatlon, and Mte-v1 M iTek HandlingIstalinenisandtracingRecorntndatlonovalloblebornTrussPoleInstitute, 58S D'Ono6b Drlve, Madison, Wt 53710.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
1'/. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches, Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each7
other,
O J5
Q 3. Place plates on each face of truss at each
For 4 x 2 orientation, locateQl"':plates
i - ,; Q7c? joint and embed fully. Avoid knots and wane
I/8" from outside edge of v o
a . _ at joint locations.
truss and vertical web. o a
o
4. Unless otherwise noted, locate chord splices
length(+ 6" fromC6atpanel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of
required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and
MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
PLATE SIZE 8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
The first dimension is the width
4 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, 001" unless otherwise noted.
SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
AMiTek®
engineer.
15. Care should be exercised In handling,
TM
CfUEL
erection and installation of trusses.
IM M tek Holdings, Inc. -
FORM018,019 tinlues-AWL HYORDIAIR0
Job russ Truss Type ty y HORTON
13143951
DR2879C C1 ROOF TRUSS 18 1
optional)
MiT Industries, Inc. 4.201 SR1 s Jun 28 2001 MiTekIndustries, Inc. Fri Apr age
11-0-0 5.10-8 11.2-8 16-10-0
1-0-0 5-10-8 5-4-0 5-7-8
5x8 6 Scale: 1/4-el'
5
6.00 (1F 3x4=
w/wed e
2x4 II
4
5x6
co ob
ry 2
00
3x4 = 9 8 7
2x4 II 5x8 = 2x4 II
5-10-8 11-2-8 16-10-0
r
5-10-8 5.4-0 5-7-8
Plate Offsets - - - - : - e
LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.28 Vert(LL) 0.05 2-9 > 999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) -0.07 2-9 >999
BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) -0.02 5 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min 1/defl = 360 Weight: 104 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-7-15 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-2-8 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8
REACTIONS (lb/size) 5 =869/0-3-0, 2 = 872/0-8-0
Max Horz 2 = 661(load case 4)
Max Uplift 5 = -607(load case 4), 2=-363(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=34, 2-3=-1228, 3-4=-676, 4.5=-688, 5-6=-45, 5-7=56
BOT CHORD 2-9 =1001, 8.9 = 997, 7-8 =13
WEBS 3-9 =130, 3-8 --545, 4-8 =-405, 5-8 = 939
NOTES (5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 607 Ib uplift at joint 5 and 363
lb uplift at joint 2.
3) This truss has been designed with ANSI/TPI 1-1995 criteria.
4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.
DF- 17%
LOAD CASE(S) Standard P sii l,q"`•.•
No. 45161
STATE: OF
N L
April 26,2002
WARxirM - vet deetyss paransfiftere and R"D Nome ON TKIS AND R6VERs6 SMS BISIPOR8 uses, ••••®
Design valid toy use only with Mlfek 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 parameter and proper hcgporatlon of component is respon"y of building designer - not truss
designer. Bracing shown is fa lateral support of Individual web member only. AddRlonal temporary bracing to Insure stabklly during construction is the
responslbkBy of the tyector. Additional permanent brbalrrg of the overall structure is the responsibility of the building designer, for general guidance
regarding fabrication, qualtly control, storage, delivery, srecibn and bracing, consull OST-BB Quality Standard, 0811-89 SroaMg Specification, and HIS•91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoalo Drive, Madison, WI 53719.
Symbols
PLATE LOCATION AND ORIENTATION
is-1'la' * 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, locatealplates /e" 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
0
0
x
U
a
O
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFTTO RIGHT.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. 4e ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
BEARING
Indicates location of joints at
which bearings (supports) occur.
FORM016,019
WISC/DILHR 870040-N, 930013-N, 910080-N
1
El
MTekm
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
Q joint and embed fully. Avoid knots and wane
at joint locations.
a 4. Unless otherwise noted, locate chord splices
o at 14 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication,
0 TM
PANEL
CLIP
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
In all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer,
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job russ Truss Type ty y
13143952
DR2879C C11 ROOF TRUSS 1 1
optional)
p e Industries, Inc. 4.201 SR1 s Jun 28 2001 MiTekIndustries, Inc. Fri Apr age
1-0-0 , 5-9-4 11-0-0 _ _ 16-10-0
1.0-0 5-9-4 5.2-12 5-10-0
5x6 =
Scale - 1:34.2
2x4 II
4 5
6.00 FTY 2x4
3
2
LLI
7 6
3x4 = 5x6 = 5x6 =
8-6-8 16-10-0
8-6-8 8-3-8
Plate Offsets
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) 0.03 7 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.13 6-7 >999
BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.02 6 n/a
BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/dell = 360 Weight: 88 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 7-3-12 oc bracing. WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 6=769/0-3-8, 2=872/0-8-0
Max Horz 2=440(load case 4)
Max Uplift6--496(load case 4), 2=-455(load case 4)
FORGES (lb) - First Load Case Only
TOP CHORD 1-2=17, 2-3--1033, 3-4=-747, 4-5=0, 5-6=-210
BOT CHORD 2-7 = 909, 6-7 = 489
WEBS 3-7 = -340, 4-7 = 441, 4-6 = -683
NOTES (5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II`
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
2) Provide adequate drainage to prevent water ponding.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 496 lb uplift at joint 6 and 455
lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PEfl45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.
k S?
LOAD CASEIS) Standard 11/..•
a
No. 45161 • ,k
s1'AiE 4F
r L
April 26,2002
Now
AWARdy O - Val-W &*4n paraaseterar and R8M NOMS ON tors ArM RICVZRSZ SM BZMRa Iasi:. •ssionate
Design valid top use only with MITek conneclops. This design is bated only upon parameters drown, and is top an Individual building component to be
installed and boded vertically, AppMaobMMy of design paraineten and ptopep Incorporation of component is responslbNBy of building designer - not puss
designer. Bracing shown is tot lateral support of individual web members only. Addllbnal ternpotary, bracing to Insupe dabMy duping condructbn is the
pesponslbfllty of the otoolot. Additional petrnanent bpbolnq of the ovetall stpucture is the responslbWy of the building designer. For general guidance
pegopdkng fabrication, quality conhot storage, dellwpy, weclbn and bracing, consult OST-ell Quality Standard, DSI-dal Bracing SpeaMcatiom and HIS-91 A t Handling Installing and Bracing enaprleaamdatlan availablehorn Truss Plate I stitute. 583 D'Onollo Dave, Madison, WI6371 V, M
Symbols
PLATE LOCATION AND ORIENTATION
0110, 13/i * 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 formal refer to the
MITek/Gsang-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
4e continuous lateral bracing.
BEARING
Indicates location of joints at
which bearings (supports) occur.
FORM018,010
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
Is!
e
MTek®
CME.L
TM
CM
NMRO,A/RO
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at 1/4 panel length(' 6" from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is Installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15, Care should be exercised in handling, --
erection and installation of trusses.
0 I M M tek Holdings, Inc.
Job russ Truss Type ty y HORTON
13143953
DR2879C C13 ROOF TRUSS 1 1
optional)
NGWOODTFETIOMR Industries, Inc. 4 9111 SR1 s un 28 2001 MiTekn ustries, Inc. Fri Apr age
1-0.0 6-9.4 13-0-0 , 16-10-0
r
1-0-0 6-9-4 6-2-12 3-10-0
5x6 = Scale = 1:38.4
2x4 II
4 5
6.00 r--
2x4
3
2
a
0c51
3x4 = 7 6
5x6 = 5x6 =
8-6-8 16-10-0 1711 ;12
8-6-8 8-3-8 0-3-12
Plate Offsets --,-- :----
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.55 Vert(LL) 0.03 7 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.13 6-7 >999
SCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) -0.01 6 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 91 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 7-7-1 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-6
REACTIONS (lb/size) 6=769/0-3-8, 2=872/0-8-0
Max Horz 2=5130oad case 4)
Max Uplift6--523(load case 4), 2=-428(Ioad case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=17, 2-3=-960, 3-4=-737, 4-5=-0, 5-6=-136
BOT CHORD 2-7 = 848, 6.7 = 310
WEBS 3-7=-396, 4-7=619, 4-6=-632
NOTES (5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
2) Provide adequate drainage to prevent water ponding.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523 lb uplift at joint 6 and 428
lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. l
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED. pkIVE 13
LOAD CASEIS) Standard
No. 4 5161
s; STATE OF J
NaioL
April 26,2002
AwataJ No - ver y &own pa ansatore and ii iaw morss oN Tars Am RQmim sms B6roRs user. asnitnne4l),
Design valid tot use only with Mlisk eonnsetos. This design k based only upon porametere shown, and k to an Individual bulktkp component to be
Installed and loaded vertically. Applicability of design porametwit and ptopen ccotpotatlon of component Is tesponsNDWy of buldkp designer - not truss
designet. Bracing shown it fat lateral support of Individual web members only. Additional temporary btachg to hwist stability during consituctbn Is the
respon"y of the srecta.'Addllbnal permanent bNoing of the overal structute, Is the tssponsbtMy of the building dssignet. For general guidance,
regarding fabrication, qualify control, staage, dell"ry, tarectlon and brochg, consul OST-BB Ouo1Ry Standard, D35-89 Bracing specification, and HIB•91 M Tek Handling In tattna and Bracing Recommendation available from facTtun ts hsttute, 563 D'Onohb Drlvs, Madison, WI63719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
137. *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches, Apply 1, Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS 2. Cut members to bear tightly against eachTc2c3
other.
o WEBS J5
a:3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o NCS 1oint and embed fully. Avoid knots and wane
plates 1/8" from outside edge of
V O
d X at joint locations.
truss and vertical web. a
o
4, Unless otherwise noted, locate chords plices
at /4 length(+ 6" fromC, 06 panel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in
Jt J8 J7 J6 lumber shall not exceed 19 % at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
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
MlTelk/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityty of truss fabricator. General
WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width
4 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
X perpendicuk3r slots. in all respects, equal to or better than the
dimension is the length parallel grade specified,
to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design,
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
SBCCI 87206, 8b217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials. a
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised in handling,
installationTM
PANEL
CLIP
erection and of trusses,
m 1993 Mi#eic Holdings, Inc.
FORM018,019 NYOaafl R®
Job fuss Truss Type ty y HORTON
13143954
DR2879C C15 ROOF TRUSS 1 1
optional)
I e Industries, Inc. 4201 SR1 s un 2R 2001 N'Tak Industries, Inc. Fri Apr age
i1-0-q 7-9-4 15-0-0 16-10-0 ,
1-0-0 7-9-4 7-2-12 1-10-0
4x6 = Scale 1:44.0
3x6 II
4 5
6.00 FfF
5x6 0
3
2
ro
C1 O
3x6 = 8 7 6
2x4 II 5x6 = 3x6 II
7-9-4 15-0-0 16-10-0
r
7-9-4 7-2-12 1-10-0
Plate Offsets - . - , -
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) 0.31 7-8 >642 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.66 Vert(TL) -0.36 7-8 > 542
BCLL ` 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.02 6 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/dell = 360 Weight: 941b
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-2 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-3 oc bracing.
WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 5-6, 3-7
5-6 2 X 4 SYP No.2D
REACTIONS (lb/size) 6 = 764/0-3-8, 2 = 877/0-8-0
Max Horz 2 = 585(Ioad case 4)
Max Uplift6=-549(load case 4), 2=-40211oad case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=35, 2-3=-1184, 3-4--268, 4-5=-107, 5-6=-309
BOT CHORD 2-8 = 947, 7-8 = 942, 6-7 =108
WEBS 3-8 = 254, 3-7 = -950, 4-7 = 39
NOTES (5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11
partially enclosed building, with exposure 8 ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
2) Provide adequate drainage to prevent water ponding.
3) Provide mechanical connection Iby others) of truss to bearing plate capable of withstanding 549 lb uplift at joint 6 and 402
lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331, ,
Qt6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED,
GQ,j kF j,' LOAD CASEIS) Standard S
IV
No. 4.5161
Or
SMATE OF ,
4.0RI'D
QNa
April 26,2002
NOW
g,wawam - verm doslyn perm milers and RaAD xoras ox rms mD RRT/aR= swa Barow uss. ••••®
Design valid for use only with MITek connectors. This design is based only upon parameters drown, and b for an Individual building component to be
Installed and loaded vwtlaolly. Applicability of design parameter and proper InOWposatlon of component is responslbNMy of building designer - not truss
designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure slablilly during construction is the
responsibility of the erector. AddIllonal permanent Wifcing of that overall shuctum is the i"pontlbiBy of the building designer. For general guldonee
regoiding fabrication, quo*y control. storage, del"iy, erection and bracing, consull OST-BB Quality Standard, DSO-89 Srocing Speeftatbn, and HIS•91 M iTek® Handling Installlnpand Bracing Reoommendailon available from Truss Plate Institute, $83 D'OnohbDrive. Madison. WI53719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13A Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS 2. Cut members to bear tightly against each
T G2 Q
other.
O WEBS . J5
Cr3. Place plates on each face of truss at each
For 4 x 2 orientation, locate a:joint and embed fully. Avoid knots and wane
plates 1/8" from outside edge of
o
a X at joint locations.
truss and vertical web. o-
0
Unless otherwise noted, locate chordsI4. Unsplices at /
4 panel length(* 6" from adjacent joint.) BOTTOM
CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required
direction of slots in J1 JS 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 M17ek/
6an9-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. responsibility isthereonsibilof truss fabricator. General WEBS
ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE
SIZE 8.
Plate type, size and location dimensions shown
indicate minimum plating requirements. The
first dimension is the width 4
4 to Second CONNECTOR
PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X
perpendicular slots. in all respects, equal to or better than the dimension
is the length parallel grade specified. to
slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL
BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates
location of required 11. Bottom chords require lateral bracing at 10 continuous
lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4eunlessotherwisenoted. SBCCI
87206, 86217, 9190 12. Anchorage and/or load transferring WISC/
DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown, Indicates
location of joints at 13. Do not overload roof or floor trusses with which
bearings (supports) occur. stacks of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional MiTek®
engineer.
15.
Care should be exercised in handling, TM
PANEL
CLIP
erection
and installation of trusses. - 1993
Meek Holdings, Inc FORM018,
019 HMR0JWN ®
Job russ Truss Type ty y HORTON
13143955
DR2879C C,1GAB ROOF TRUSS 1 1
optional)
r e industries, Inc. 4.201 SR1 s Jun 28 2001 MiTekn ustries, nc. n pr : : age
11-0-9 5.10-8 1 11.2-8 16-10-0
1-0-0 5-10-8 5-4.0 5-7-8
3x4 9 Scale a 1:47.4
6
5
6.00 jTT
4
54
cc
2 jig
0
3x4 -' 9 8 7
5x8 =
5-10-8 11-2.8 16-10-0
r
5-10-8 5-4-0 5-7-8
Plate Offsets - , - - - -
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TOLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) 0.04 9 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.26 Vert(TL) -0.07 8-9 >999
BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.01 7 n/a
BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 142 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 7.6-10 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-7, 5-8
OTHERS 2"X 4 SYP No.3
REACTIONS (lb/size) 7=804/0-3-0, 2=872/0-8-0
Max Horz 2=650(load case 4)
Max Uplift 7 = -592(load case 4), 2=-365(load case 4)
FORCES (lb) - First Load Case OnlyTOPCHORD1-2=17, 2-3=-1068, 3-4=-559, 4-5=-564, 5-6=-8, 5-7=-748
BOT CHORD 2-9=941, 8-9=938, 7-8=0
WEBS 3-9=108, 3-8=-507, 4.8=-399, 5-8=914
NOTES (7)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek
Standard Gable End Detail"
3) All plates are 2x4 M1120 unless otherwise indicated.
4) Gable studs spaced at 2-0-0 oc.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 592 lb uplift at joint 7 and 365
lb uplift at joint 2.
IC r+ G 13 /
6) This truss has been designed with ANSI/TPI 1-1995 criteria
7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. V iF1+,gw8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED. f y• '.'
LOAD CASE(S) Standard No. 4.5161
STATE OF
ORI
L
April 26,2002
wAmvrno - ver-W detdyn pa nawtere ar d mw warss ow rats A m RxvxRss sws Bx m uss.
Design valid low use only with MiTek connectors. Thk design k based only upon parameteit shown, and k for an IndNkfual bukikq component to be
Installed and boded vertically. AppAcoblilty of design parameters and proper Incorporation of component k wsponslbAlty, of building designer - not truss
designer. Bracing shown Is lot bteral support of Individual web member only. Additional temporary bracing to inure stability during construction Is the
respornsibNBy of the erects. Additional permanent biboirg of the overall shucture k the responslbSBy of the building designer. For general guidance
wegawding fabrbatlon, quality control, storage, de"ry. erection and bracing, consull OU-04 Quality Standard. DSB-69 Bracing Specification, and NIB-91 MiTekHandlingInstallhMandBraeirgRecommendationavalloblefromTrussPlateInsillute. 843 D'Onoilo Dwlve, Madison, WI53719.
Symbols Lumbering System AGeneral Safety Motes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/, * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussand
securely seat building designer, erection supervisor, property
J2 J3 J4
TOP CHORDS
owner and all other interested parties..
ca 2. Cut members to bear tightly against each
o
o
J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate 2C.
3other.
Cr Dint and embed full Avoid knots and waneyatplates1/8" from outside edge of o_ joint locations.
truss and vertical web. a 4. Unless otherwise noted, locate chords livesp
114caC, C O at panel length(+ &' from adjacent joint.)
This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of
required direction of slots in J J8 J7 J6 lumber shall not exceed 19 % at time of
connector plates. fabrication.
For tabular plating format refer to the
MiTek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWEST JOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 x 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA 1CB 17.08
Indicates location of required
continuous lateral bracing, 4e ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
BEARING
WISC/DILHR 870040-N, 930013-N, 910080-N
Indicates location of joints at
which bearings (supports) occur.
El
MITeke
C7
I ® LIPEL
TM
PANC
FORM018,
019 (D HMRO,A/R® 6.
Unless expressly noted, this design is not applicable
for use with fire retardant or preservative
treated lumber. 7.
Camber is a non-structural consideration and is
the responsibility of truss fabricator. General practice
is to camber for dead load deflection. 8.
Plate type, size and location dimensions shown
indicate minimum plating requirements. 9.
Lumber shall be of the species and size, and in
all respects, equal to or better than the grade
specified. 10.
Top chords must be sheathed or purlins provided
at spacing shown on design. 11.
Bottom chords require lateral bracing at 10 ft.
spacing, or less, if no ceiling is installed, unless
otherwise noted. 12.
Anchorage and/or load transferring connections
to trusses are the responsibility of others
unless shown. 13.
Do not overload roof or floor trusses with stacks
of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional engineer.
16.
Care should be exercised in handling, erection
and installation of trusses. 1993
Mitek Holdings, Inc.
Job russ Truss Type ty y HORTON
13143956
DR2879C C: ROOF TRUSS 1 1
optional)
ACGU-SPAN-TH, , I e Industries, Inc. 4.201 SRI s Jun 29 2001 MiTekIndustries, Inc. Fri Apr age
1-0-0 3-9-4 7-0-0 1 11-11-0 , 16-10-0 ,
1-0-0 3-9-4 3-2-12 4-11.0 4-11-0
Scale 1:30.8
500 =
3x6 II 4x6 =
4 10 11 5 6
6.00(TY 2x4
3
2 ED-
9 12 13 8 14 7
3x6 = 3x4 = 7x8 = 400 II
7-0-0 11-11-0 16-10-0
7-0-0 4-11-0 4-11-0
Plate Offsets
LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.12 9 > 999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.63 Vert(TL) -0.11 2-9 >999
BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) -0.04 7 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/dell = 360 Weight: 111 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D 'Except* TOP CHORD Sheathed or 3-8-14 oc purlins, except end verticals.
4-6 2 X 6+SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-8-5 oc bracing.
BOT CHORD 2 X 6 SYP No.2ND WEBS 1 Row at midpt 6-8.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 7 =1947/0-3-8, 2 = 1651/0-8-0
Max Horz 2 = 290(load case 4)
Max Uplift ?=-1502(load case 4), 2=-1409(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=40, 2-3=-2888, 3-4=-2717, 4-10=-2255, 10-11=-2256, 5-11 =-2258, 5-6=-2255, 6-7=-1701
BOT CHORD 2-9=2486, 9-12=2442, 12-13=2442, 8-13=2442, 8-14=91, 7-14-91
WEBS 3-9 = -76, 4-9 = 568, 4-8 = -228, 5-8 =-603, 6-8 = 2655
NOTES (7)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1502 lb uplift at joint 7 and
1409 lb uplift at joint 2.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Special hanger(s) or connection(s) required to support concentrated load(s) 290.1lb down and 574.4Ib up at 7-0-0, and
pIF- 131jo168.21b down and 343.51b 9-1-1, 168.21b down 343.51b 11-1.1 top 454.21b downupatandandupatonchord, and and
j381.61b up at 7-0-0, 47.71b down at 9-1-1, and 47.71b down at 11-1-1, and 781.21b down and 317.31b up at 13-3-3 on
bottom Design for F t Are • chord. unspecified connection(s) is delegated to the building designer.
7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331.
8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED. p
i No. 4 5161
LOAD CASE(S) Standard rG y k
1) Regular: Lumber Increase =1.33, Plate Increase=1.33 AUniformLoads (plf) Q
Vert: 1-4=-74.0, 4-6=-74.0, 2-7=-20.0 S A,
Concentrated Loads (lb) rnQQ Vert: 4=-290.1 9=-454.2 10=-168.2 11 =-168.2 12=-47.7 13=-47.7 14=-781.2
April 216,,2002
A1+Vmmc; - Ver{fy devign pumnsetersr and Rmw NOTES oil tins AND REmmo swe at6l m USE, sl srsrs
Design vaNd tot use only with MRek connectors. This design k based only upon parameters shown, and Is lot an Individual building component to be
Installed and loaded venlcally. Applicability of design parameters and proper Incorporation of component is responsibility of building detignen - not truss
designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during condiuctlon Is the
responslbWty of Ihs erector. AddRbnal petmonent btbchg of the ovetall structure It the responslbMly of the building designer. For general guidance
regarding fabrication, quality control, storage, delivety, efectlan and bracing, consult OST-88 Quality Standard, 031-09 Stooling Specification. and HIS-91 M Tek® Handling Installing and Staekrg Recommendation avollable from Truss Plate Institute. 383 D'Onobb Drive, Modkon, WI53719.
Symbols
PLATE LOCATION AND ORIENTATION
13A * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
A"
0
Qa"'*For
0
4 x 2 orientation, locate L)
plates I /8" from outside edge of atrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format rater 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
4e continuous lateral bracing.
BEARING
Indicates location of joints at
which bearings (supports) occur.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFTTO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
e
El
MiTek®
TM
PANEL
CLtP
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at I /4 panel length(' 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified,
10. Top chords must be sheathed or purlins
provided at spacing shown on design,
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1 M Mitek Holdings, Inc.
FORM016,019
Job russ Truss Type ty Y HORTON
13143957
DR2879C C9 ROOF TRUSS 1 1
optional)
l e Industries, Inc. 4.201 SR1 s Jun 28 2001 MiTekIndustries, Inc. Fri Apr age
1-0-0 4-9-4 9.0-0 16-100
1-0-0 4.9-4 4.2-12 7-10-0
Scale - 1:30.7
4x8
2x4 II
4 6
171
6.00 riT 2x4
3
a
2
7 6
3x4 = 5x6 = 5x6 =
9-0-0 16-10-0_
9-0-0 7-10-0
Plate Offsets - - - -[7:0-3-0,0-3-OF
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) 0.04 7 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.16 2-7 > 999
BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.02 6 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 86lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7.1-3 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-6
REACTIONS (lb/size) 6=769/0.3-8, 2=872/0-8-0
Max Harz 2-368(load case 4)
Max Uplift 6 = -474(load case 4), 2=-477(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=17, 2-3=-1087, 3-4=-762, 4-5=0, 5-6=-284
BOT CHORD 2-7=953, 6-7=691
WEBS 3-7 = -306, 4-7 = 304, 4-6 = -803
NOTES (5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
2) Provide adequate drainage to prevent water ponding.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 6 and 477
lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PEff45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331.
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard
1kNo.4.5161
w
STATE OF
M.LQ Rii"'''
April 26,2002
4&WAMNO - lrerW deaipn parameters and REAP NOTES ONTHIS AND ARVERd3E SIDE BXF D= USE. wanisIB' Design
voted for use only with Mltek 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 designate - not truss designee.
Moeing shown is for loteratsupport of Individual web members only. Additional tempoeary bracing to Intuit stability during conshuation is the responsibilityofthe •lectal. Additional permanent briscing of the overall stfuctum is the responsibility of the bu#dkng designee. roe gensia) guidance regarding
fabrication, quality control, storage, deSvery, voctlon and bracing, consult CST-68 Quality Standard, OSI.89 Bracing SpecNicatlon, and MIS-91 MiTek HandlingInstallinaandSraoingItecommendallonavailablefromTrussPlateInstitute, 583 D'Onofrb Drive, Madison, wl 53719.
Symbols
PLATE LOCATION AND ORIENTATION
Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
I" 14
a
Q
For 4 x 2 orientation, locate
0
plates I /e" from outside edge of otrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MiTek/Gang-Nall Joint/Plate Placement Chart.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 V J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE 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
location of required
4eIndicatescontinuous 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.
MiTeko
PANEL
TM
CLIP
Foaneo,s.o,v o" - ® HMPO-AIN0
General Safety Motes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at I/4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication,
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Comber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job russ Truss Type ty y HORTON
13143958
DR2879C D ROOF TRUSS 1 1
optional)
I e( IIndustries, Inc. 4201s un r e n ustrres, Inc. Fri pr age
1-0-0 4-2-0 8-4-0 9-4-0
1.0.0 4.2.0 4.2-0 1-0-0
Scale 1:17.3
4x6 =
3
6.00 riT
4
2
Li
5
1
6
2x4 II
2x4 = 2x4
4.2-0 8-4-0
4-2-0 4-2-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.19 Vert(LL) -0.00 6 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) -0.01 6 >999
SCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a
BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 33 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 6-0-0 oc puffins.
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) 2-464/1-4-0, 4=464/1-4-0
Max Horz 2=-78(load case 5)
Max Uplift 2 = -266(load case 4), 4=-2661load case 5)
FORCES fib) - First Load Case Only
TOPCHORD 1-2=17, 2-3=-372, 3-4=-372, 4-5=17
BOT CHORD 2-6 = 326, 4-6 = 326
WEBS 3-6 = 77
NOTES (5)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 266 lb uplift at joint 2 and 266
lb uplift at joint 4.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard rr Q&E 13S.IQ/
No. 4.5161
0-
0
ro * '
STAB vF
fQNA1.
April 26,2002
AwAmrm - vermdesten parnmetera and R&4w Horlsts ox rms Alin jRBVZRW swa B19MAN VSX.
Design valid rot use only with MITek oonnectots. This design is based only upon paramet•rs drown, and Is tot an Individual busdhg compomtnt to be
InsiaBed and boded venbaNy. ApplicabNNy, of design parametersand proper howporotlon of component is tesponslbWly, of building detslgnet - not truss
designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during condruetbn is that
responsibility of the efectot. Additional permanent brilcing of the overall shucture Is tit responsblNty of the buNding deslgnet. For general guidance
tegaidhg tabilcalbn. quality control, *lot*". delivery, erection and Wochg, consul! GST-88 Quality Standard. D311•89 Nrachg SpeaNbo"w% and HIN-91 MiTek® Handling hdallitta and Ntackv Necommendotlon available hmaTrue Plate Institute, 683 D'Onohb Drive, Madison, W153719.
Symbols Numbering System AGeneral Safety Motes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
1'!. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS 2. Cut members to bear tightly against each14other.
0 WEBZ J5Q3. Place plates on each face of truss at each
For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane
plates I/8" from outside edge of
a o
a ti X at joint locations,
truss and vertical web. o 4. Unless otherwise noted, locate chord splicesr „ at /a panel ben th b from adjacent joint.) 9 (+ } { ) ce v u r
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in
JI J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating formal rotor to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7, Camber is a non-structural consideration and
MITek/Gang-Naft Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General
WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice into 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 Q to second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
X perpendicular slots. in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design,
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e unless otherwise noted.
SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 93M13-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
e® Tk
engineer. -
15. Care should be exercised in handling,
installationWMT,
PACLIPNELerection
and of trusses. 1993
Mitek Holdings, Inc. FORM018,
019 HMR0.A/R®
Job russ Truss Type ty y HORTON
13143959
DR2879C D1 ROOF TRUSS 2 1
o tional)
t e Industries, Inc. 4 9111 SR1 s un 7R 7001 MwI Industries, nc. Fri Apr age
1-0-0 4-2.0 7-0-0__
1-0-0 4-2-0 2-10-0
Scale = 1:15.2
4x6 =
3
6.00 12
4
5
2
1 - 5x62x4
6
2x4 II
4x12 II
4-2-0 7-0-0 3-3-1$
4-2-0 2-10-0 0-3-13
Plate Offsets , --,--15:0-6-11,0-2-91
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.24 Vert(LL) -0.00 6 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) 0.03 1-2 >415
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min 1/defl = 360 Weight: 31 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
WEBS 2 X 4'SYP No.3
SLIDER Right 2 X 8 SYP SS 1-2-13
REACTIONS (lb/size) 5-319/0-3-8, 2=416/0-1-8
Max Horz 2=90(load case 4)
Max Uplift 5=-143(load case 5), 2=-244(load case 4)
FORCES hb) - First Load Case Only
TOP CHORD" 1-2=34, 2.3=-368, 3-4=-337, 4.5=-380
BOT CHORD 2-6 = 260, 5-6 = 260
WEBS 3-6=84
NOTES (6)
1 This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 5 and 244
lb uplift at joint 2.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. FAA
7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.`,,.„
tFl,. w•
LOAD CASES) Standard r.
No. 4.5161
i
ST Cf
A" }e
April 26,2002
WArwWO - ve W design jimmnietere and R&W NOMS ON UM AM teeVZRW SW 88MM USE. ••••®
Design valid loi use only with MlTek connectors. Thk design Is based only upon paranfetea shown, and Is for an Individual bulding component to be
Installed and loaded vertically. Applicability of design paiometea and proper Incarporatlon of component Is iesponslbMlly of building deslgnei - not two
designer. Broclng shown Is for lateral support of Individual web members only. Additional temporary bracing to Insute stability during construction k the
tesponsibulty of the eteolof. Additional permanent braiclnq" of the ovetall shucture k the fesponslbRty of the building designer. For general guidance
regarding labilootlon, quality control, storage, delivery, efectlon and Wacing, consul 051.44 Quality Standard, DSR•89 Bracing limcificallon, and NI8.91 M iTek® Handling Instaillnp and tracing Recommendation available horn Truss Plate lnsttute, 583 D•Onohlo Dilve, Madison, W163719.
Symbols
PLATE LOCATION AND ORIENTATION
13A * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
ir
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 rotor to the
MITek/Gang-Nap Joint/Plate Placement Chart.
PLATE SIZE
0
cr
0
x
U
a
0
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO 1116HT.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
4e continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
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
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 at r14 panel length(* 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication,
BEARING
Indicates location of joints at
which bearings (supports) occur.
WISC/DILHR 870040-N, 930013-N, 910080-N
e
m
MTek"
PANEL
M
CLIP
FORM018,019 CLANGAA -R. ® ##MR%-WA®
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, N no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or food 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 after truss member or piate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
0 1"3 M tek Holdings, Inc.
Job russ Truss Type ty y 13143960
DR2879C D2 ROOF TRUSS 2 1
optional)
1 e n ustrres, nc. 4.201 SR1 s Jun 28 2001 MiTekIndustries, Inc. Fri Apr age
4-2-1 7-0-1
4-2-1 2-10-0
4x6 = Scale 1:24.8
2
6.00 jTF
3x4
3
3x4
1
6 5 4
2x4 II 3x8 = 3x6 II
4-2-1 7-0-1 71342
4-2-1 2-10-0 0-3-11
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.23 Vert(LL) 0.00 5 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.05 Vert(TL) -0.01 5-6 > 999
BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 4 n/a
BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 47 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP'No.3
REACTIONS (lb/size) 6=316/Mechanical, 4=316/0.3-8
Max Horz 6 = 81(load case 4)
Max Uplift6=-128(load case 4), 4--158(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=-138, 2-3=-138, 1-6=-275, 3-4=-289
BOT CHORD 5-6=-0, 4-5=0
WEBS 2-5=-125, 1-5-139, 3-5=177
NOTES (6)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 6 and 158
lb uplift at joint 4.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331,
7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.
pk
LOAD CASE(S) Standard..••"•'*•
y
NO, 45161
6 SPATE OF
10
L
Apill 26,2002
46WARNiR G - Verft deetprs pan%uaterr and PJM NOTES ON TMS AND JWVER6t6 f3M BZPORB; EM. •saissen4o Design
vaW for use only with Welt connector%. This design It based only upon parameters shown, and Is for an kndNldual building Component to be Inslatled
and boded vertically. Applicability of design parameters and proper Incorporation of component is nS respoWgtyof building designer - not truss El designer. Bracing shown Is for loteral support of Individual web membere only. Additional temporary bracing to Insure stability during construction is the responsibNny
of the warclot. Additional permanent brbcing of the overall structure is the responstNpty of the building designer. For general guidance regarding
fabrication, quaNly, control, storage, delivery. erection and bracing, consul) OST•44 Quality Standard, DSB-89 Bracing Specification, and HID-91 M HandlingInstallingandBracingRecommendationavailablefromTrussPlatebInstitute, SU D'OnodDrlve, Madison, WI63710. iTek
Symbols
PLATE LOCATION AND ORIENTATION
13A * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat,
For 4 x 2 orientation, locate
plates I /8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-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
4e continuous lateral bracing.
BEARING
Indicates location of joints at
which bearings (supports) occur.
0
1z
0
v
a
O
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTeke
PANEL `
TM
CLIP
AGeneral Safety Motes
Failure to Follow Could Cause Property
damage or Personal Injury
i . Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at I /4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator, General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10, Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, 'rf no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses. .
O 1993 Mitek Holdings, Inc.
FORM018,019
Job russ Truss Type ty y RORTON
13143964
DR2879C J, ROOF TRUSS 13 1
1. o tionaq
t e n ustnes, nc. s un l e n ustnes, Inc. Fri Apr age
1-0-0 7-0-0
1-0-0 7-0-0 g Scale = 1:19.3
6.00 Fly
2
1
4
2A =
7-0-0
7-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP
TOLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) n/a n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) 0.25 1-2 > 59
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 24lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=`242/Mechanical, 2-418/0-4-0, 4=68/Mechanical
Max Harz 2=265(load case 5)
Max Uplift3=-275(load case 51, 2=-145(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=34, 2-3=88
SOT CHORD 2-4=0
NOTES (5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 lb uplift at joint 3 and 145
lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard
No. 45161
STATE OF
aNAfe
April, 26,2002
AWAMNG - verW aeetgn pamxwtere and d' VW NOTI S ON 7 2a AND R8VrA= 8WZ diRFOM t=. ••*®
Design vo6d for use only with MPfek connectors. 1hk detrlgn It based only upon parameters shown, and is for an hellvldual building component to be
Installed and loaded verticaNy. ApplcobWy of design patamelen and peopet Incorporation of component Is tespontlblNty of building designet - not truss
designer. Ittacing shown k fa IatAral support of IndNidual web members only. Add"lonal temporary bracing to Insure stability during construction Is the
tesponslbNny of the ereclot. Additional permanent btbaing of the overall structure It that responslbIlly of the building designer. For general guidance
regarding fabrloatbn, quality control, storage, dell"ty, etectlon and bracing, consull OST•88 OsralNy Standard, DSI.69 /racing Speeftatlon, and Nit-91
Handling InstaNMenm frb g andIrocksgNecommdotlonavailablefroTrussPlateInstitute, 683 D'OnoDo", Madison, w153719. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Fallow Could Cause Proper/
Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. i„
4 TOP CHORDS 2, Cut members to bear tightly against eachC3
other,
Q WEBS J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate i - , a joint and embed fully. Avoid knots and wane
plates i/s"from outside edge of
o
d at joint locations.
truss and vertical web. o a
o
4. Unless otherwise noted, locate chordsplices I
4 length(* 6" from C, at panel adjacent joint.) BOTTOM
CHORDS Thissymbolindicatesthe5, Unless otherwise noted, moisture content of required
direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 %at time of connector
plates. fabrication.
6.
Unless expressly noted, this design is not applicable
for use with fire retardant or JOINTS
AND CHORDS ARE NUMBERED CLOCKWISE Preservative treated lumber. For
tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/
Gang-NaR 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
X 4 to Second CONNECTOR
PLATE CODE APPROVALS 9. Lumber shad be of the species and size, and perpendicular
slots. in all respects, equal to or better than the dimension
is the length parallel g specified. gradeto
slots. BOCA 86-93, 85-75. 91-28 10. Tap 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 f . spacing, or less, ff no ceiling is installed, unless
otherwise noted. SBCCI
87206, 86217, 9190 12. Anchorage and/or load transferring WiSC/
DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates
location of joints at 13. Do not overload roof or floor trusses with which
bearings (supports) occur. stacks of construction materials. Now ®
14. Do not cut or alter truss member or plate without
prior approval of a professional M!
11y 1TeR® engineer.
15.
Care should be exercised in handling, ,- TM
PANEL
cuP
erection
and installation of trusses. O
1"3 Mitek Holdings, Inc. Foanais,
oiv NYIERO WR0
Job russ russ ype ty y HORTON
13143965
D62879C JS ROOF TRUSS 1 1
optional)
LONGWOOD, FL, r e Industries, Inc. 4,201 SR1 s Jun 28 2001 MiTekIndustries, Inc. Fri Apr age
1-0-0 3-4-8
1-0-0 3-4-8
3 Scale = 1:10.7
6.00 FfF
2
1 4
2x4 = 3-4-8
3-4-8
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well 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 0.04 Vert(TL) 0.02 1-2 >642
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min 1/defl = 360 Weight: 13 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 3-4-8 oc purlins.
BOT CHORD 2 X 4SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3 -100/Mechanical, 2 = 258/0-4-0, 4 = 31 /Mechanical
Max Horz 2 =135(load case 5)
Max Uplift3 = -1 28(load case 5), 2=-12611oad case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2 = 34, 2-3 = 36
BOT CHORD 2-4=0
NOTES (5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 3 and 126
lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard
p13
No. 4.5161
a
iy STATE: OF
tsti v R it
QNA4
April 26,2002
B wwrrav G - ver(& design pammrtom and R6M NOMS ON Tars AND RZVZJ= SWX 88"RE USE. .,.ter
Design valid lor use only with MITek conneclots. This design is based only upon porameters shown, and is for an IndWidval building component to be
Installed and loaded vertically. ApPftabMy of design parameters and proper Incapomflon at component is responsR ty of bustling designer- not buss
designer. Bracing shown is for lateral support of hdNkJual web members only. Additional temporary tracing to Insure slabsRy durhg contdrucflon is the
responslblsly of the etectot. Additlonal permanent blbchg of the ovetam structure is the tesponthillly of the buldhg designer. trot general guidance
tegardhg labrloatlon, quality control, storage, delivery, efoctlon and bracing, consull OST-" Quality Standard, DSS•89 Bracing Speeftotlon, and HIS•91 M Tek® Handling InstalBna and Sracisq Recommendation avdNlom ableoPussPlate hstaute, 843 D'Onoblo Dtive. Madison, w153719.
Symbols
PLATE LOCATION AND ORIENTATION
1 3/. * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat,
For 4 x 2 orientation, locate
plates I/s" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
for tabular plating formal refef to the
Welk/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
0
Q
0
U
a
O
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFTTO RIGHT.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
BEARING
WISC/DILHR 870040-N, 930013-N, 910080-N
Indicates location of joints at
which bearings (supports) occur.
WWI
PANEL
fM
CLIP ®
FORW18,019 Ci7Ov"'m'"""` ® NMRO,ASRc
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1, Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties,.
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations,
4. Unless otherwise noted, locate chord splices
at 1 /4 panel length(* 6" from adjacent joint.)
5, Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
In all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
OO 1M Mitek Holdings, Inc.
13
Job russ Truss Type ty y HORTON
13143966
DR2879C JG1 ROOF TRUSS 1 1
optional)
CCU -SPAN i e n ustnes, Inc. 4.201 SR1 s Jun 28 2001 MiTekIndustries, Inc. Fri Apr age
3-4-8 7-0-0_ _--
3.4-8 3-7-8
Scale = 1:12.6
600 - 6 32x4 II
2
6.00 il
1
3x6 =
7 5 8 9 10 4
300 II
4x6
3-4-8 7-0-0
3.4-8 3-7-8
LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) 0.04 4-5 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.06 4-5 > 999
BOLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.02 4 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 39lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D `Except' TOP CHORD Sheathed or 3-11-1 oc purlins, except end verticals.
2-3 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-11-8 oc bracing.
BOT CHORD 2 X 6 SYP''No.2ND
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 1-1507/0-4-0, 4 =1965/Mechanical
Max Horz 1-114(load case 4)
Max Uplift =-841(load case 4), 4=-1062(load case 4)
Max Grav 1 =1538(load case 6), 4= 1994(load case 61
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=-2486, 2-6=1, 3-6=-1, 3-4=-141
BOT CHORD 1-7 = 2184, 5-7 = 2184, 5-8 = 2349, 8-9 = 2349, 9-10 = 2349, 4-10 = 2349
WEBS 2-5=1830, 2-4=-2588
NOTES (8)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS1195 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Refer to girder(s) for truss to truss connections.
5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 841 lb uplift at joint 1 and 1062
lb uplift at joint 4.
6) This truss has been designed with ANSI/TPI 1-1995 criteria.
7) Special hanger(s) or connection(s) required to support concentrated load(s) 158.71b down and 514.41b up at 3-4-8, and
25.81b down and 134.91b up at 5-1-1 on top chord, and 890.71b down and 298.91b up at 2-0-12, 29.41b down at 3-4-8, N•.i
893.61b down and 302.31b up at 4-0-12, and 11.51b down at 5-1-1, and 893.61b down and 302.31b up at 6-0-12 on F1eq•y
bottom chord. Design for unspecified connection(s) is delegated to the building designer.
8) Truss Engineer: Junaidie Budiman, PE#145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
9) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASEIS) Standard 4
1) Regular: Lumber Increase =1.33, Plate Increase =1.33hS YATE OF
Uniform Loads (plf)
Vert: 1-2 2-3 1-474.0, =-20.0ConcentratedLoadsds (lb) jR} F
Vert: 2=-98.7 5=-29.4 6=-25.8 7=-890.7 8=-893.6 9=-11.5 10=-893.6
April 26,2002
Q,WAJU No - YerW deetyn ,Parameters and R UD NOTES ON TRW AND REVrJ= SSE BEFORE I=. .. .
Design valid lot use only with MITek cannectors. This design Is based only upon parameters shown, and Is for an Individual building component to be
Instolied and loaded vertically. Applicabilityof design parameters and proper Incorporation of component Is responsibility of building des"i • not true
designer. Bracing shown Is log btefal support of individual web members only. Additional temporary bracing to Note stability during construction Is the
msponsbklfy of the erector. Additional permanent bracing of the overall structure It the responsbMtte yofthebuildingdesigner. For general guidanc regarding
fabrication, quality aonnot, storage, delivery, btection and bracing. contut OST-88 Quality Standard, 031-89 tracing Specification, and HIt1-9MiTek® HandlingInstallingandtracingRecommendationavailablefromTrustPlateInstitute, 583 D'Orohb Drive, Madison, Wl53719.
Symbols
PLATE LOCATION AND ORIENTATION
0110, 13A * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating formal refer to the
Wok/Gang-Nall Joint/Plate Placement Chart.
0
0
U
a
0
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFLTO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
4e continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
Mffek®
J0 PANEL
rM
CLIP
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at 1/4 panel length(* 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to comber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling, h
erection and installation of trusses.
IM Mitek Holdings, Inc.
Job russ Truss Type ty 1 y RORTON
13143967
DR2879C JG2 MONO TRUSS 1 1
optional)
TA, LONGWOOD, FL, MiT Industries, Inc. 4.201 SRI s Jun i e n ustrles, no, n pr : : age
3-11-4 7-0-0
3-11-4 3-0-12
2x4 II Scale = 1:20.9
2
6.00 FrE
Li
4 3
3x4 = 2x4 II
3-11-4 7-0-0
3-11-4 3-0-12
LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) -0.06 1-3 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.11 1-3 >689
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/deft = 360 Weight: 33 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 7.0-0 oc purlins, except end verticals.
BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 1 = 40310-8.0, 3 = 801 /0-1-8
Max Horz 1 = 245(load case 4)
Max Uplift =-139(load case 4), 3=-399(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=89, 2-3=-241
BOT CHORD 1-4=0, 3.4=0
NOTES (6)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 1 and 399
Ib uplift at joint 3.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Special hanger(s) or connectionis) required to support concentrated load(s) 295.51b down and 98.81b up at 4-8-12, and
295.51b down and 98.8Ib up at 6-10-4 on bottom chord. Design for unspecified connection(s) is delegated to the building
designer.
6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED. pil IF
LOAD CASES) Standard . ;•f lFloq`• 1) Regular: Lumber Increase = 1.33, Plate Increase =1.33 .
Uniform Loads (plf) ,•
Vert: 1-3=-20.0, 1-2=-74.0
Concentrated Loads (lb) P10. 4.5161
Vert: 3=-295.5 4=-295.5 „0 ;
STA OF
m2 OR
April 26,2002
AWARMNO - Ver* d*Wgn parameters and READ NOTES ON THIS AND REVERSC SIDE HEMAC V=- 100010100®
Design valid toi use only with MRek connectors. This design is based only upon parameter shown, and Is tot an Individual building component to be
Installed and loaded va,"Icaly. Applicability of designpotametefs and proper Incaporation of component is tesponslblilly of building deslgnef - not truss
designet, hating shown is fa lateral support of Individual web members only. Additional temporary bfockq to Insure slobWly duting conettuctlan is the
responsibility of the erector. Additional pefmon*nt btbcing of the overall shuclum is the responsibility of the building designer. Foe genefol guidance
regarding fabrlootlan, quality conitoi, stotage, delivery, wrecllan and bracing, consul QIT•II Quality Itandard, 039-89 Irocing Specification, and HII-91 M Tek® Handling Installingand Imckq Recommendationavailablefrom Truss Plate Institute, SagD'Onohb Di". Madison, WI 63719,
Symbols
PLATE LOCATION AND ORIENTATION
134 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions ore in inches. Apply
plates to both sides of truss and
securely seat.
For 4 x 2 orientation, locate
plates I /s" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates,
For tabular plating formal refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
0
cr
O
x
U
a
O
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE 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
BEARING
Indicates location of joints at
which bearings (supports) occur.
WISC/DILHR 870040-N, 930013-N, 910080-N
MTek'&
PANEjI.
TM
clip
FORM016,019 raAu+n-ntara ® R0,WR0
AGeneral safety Notes
Failure to Follow Could Cause Property
Damage or Personal injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties.,
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at 1/4 panel length(+ 6" from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8, Plate type, size and location dimensions
shown indicate minimum plating requirements,
9. Lumber shall be of the species and size, and
In all respects, equal to or better than the
grade specified,
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer,
15. Care should be exercised in handling,
erection and installation of trusses,
01M Mitek Holdings, Inc.
Job russ Truss Type ty i y HORTON
13143968
DV2879C K ROOF TRUSS 9 1
optional)
ACCU-SPAN-TH,, t e n ustries, Inc. s un 2R 2001 M'Takn ustries, Inc. Fri Apr age
1-0-0 5-0-0
1-0.0 5-0-0 9 Scale 1:14.8
6.00 (T
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 0.35 Vert(LL) n/a - n/a M1120 2491190
TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) 0.09 1-2 > 174
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 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 = 32710-4-0, 4 = 48/Mechanical Max
Horz 2-193(load case 5) Max
Uplift3 =-1 94(load case 5), 2=-132(Ioad case 4) FORCES (
ib) - First Load Case Only TOP
CHORD 1-2 - 34, 2 3 = 60 BOT
CHORD 2-4 = 0 NOTES (
5) 1)
This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially
enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind.
If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase
is 1.33, and the plate grip increase is 1.33 2)
Refer to girder(s) for truss to truss connections. 3)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 Ib uplift at joint 3 and 132 lb
uplift at joint 2. 4)
This truss has been designed with ANSI/TPI 1-1995 criteria. 5)
Truss Engineer: Junaidie Budiman, PEff45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6)
THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED. LOAD
CASEIS) Standard 011ie
a(/Q d ;
No.
45161 ='k r
SITATE
April
26,2002 WARMNO -
Vas•{ jjT door! t ,pa aawters and RRXAD NOMB ON TEM AND PXMM z: S= 88"R6 V=- aalertrer ® Design
valid lot use only with MRek connectom This design is based only upon parameters shown, and is fa an Individual building component to be installed
and loaded vertically. Applicability of design parameters and pfopet Incorporotion of component is responsibatfy of building designer - not truss I designer. Biocing shown k tot lateral support of Individual web members only. Additional temporary bracing to Intuts stability duting construction Is the responsibility
of the ersetcr. Addiional permanent brbaing of the overall structure is the iesponsbglly of the building designer. For general guidance regarding
tabrlcatlon, quality conhol, stofage, delivery, srectlon and bracing, consull OST•68 Quality Standard, DSB-89 Stooling Specification, and NIB-91 HandBrq
InataRma and Bracing RecommendortonavaSable ftlo loomTrusste Institute, 593 D'Onohlo Drive, Madison, WI63719, M Tek®
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property/
13A * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise,
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property
pia
securely seat. J2 J3 Ja owner and all other interested parties..
TOP CHORDS 2. Cut members to bear tightly against eachC7
other.
WEBS J5
a:3. Place plates on each face of truss at each
For 4 x 2 orientation, locate i - Qr' joint and embed fully, Avoid knots and wane
plates I/a" from outside edge of
a o
a _
at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chord splices
a length(* 6"fromC, at panel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber„is a non-structural consideration and
Musk/bang-Nail Joint/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibilitytY of truss fabricator. General
WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection.
PLATE SIZE
8. Pk3te 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, te unless otherwise noted.
SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek
engineer.
15. Care should be exercised in handling,
TU
4
PANEL
erection and installation of trusses.
01993 Mitek Holdings, Inc.
CLIP
Job russ Truss Type ty y HORTON
13143969
DR2879C 41 ROOF TRUSS 1 1
N optional)
r 4-, LONGWOOD, FL, MiTR Industries, Inc. 4.201 SR1 s Jun 28 2001 MiTekIndustries, Inc. Fri Apr 26 15:55:14age
5-0-0
5.0-0 2 Scales 1a4.8
6.00 jT
1
3
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 0.36 Vert(LL) n/a n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/deft = 360 Weight: 16 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1 = 224/0-4-0. 2 =177/Mechanical, 3 = 48/Mechanical
Max Horz 1 =181(load case 5)
Max Uplift =-77(load case 5), 2=-196(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2-66
BOT CHORD 1-3=0
NOTES (5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
2 Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 1 and 196 lb
uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard
pyl0EIS
iF IQ
NO, 4.5161 ;
C31 it
s STATE
R,1o?•'
April 26,2002
WAMNO - VarW design pismie mars and READ NOTES ON TRW AND REVERSE SWZ HAM M EM.
Design valid tot use only with MITsk connectors, 1hk design Is based only upon parameters shown, and Is tot an Individual building component to be
Installed and loaded v*d"#v. AppOaabWy of detlgn parameters and pnopef Inootporatkm of component Is tesponsibilly of butdkrg designet - not hug
designer. &acing shown Is tot lotefal support of Individual web members only. Additional tern wtory bracing to Insure stability during condfuctlon Is the
responsWity of the erector. Additional pefmanent bNoIng of the ovetaS structure Is the IssponslbMky of the building designef. Fot general guldanoe
tegarding fabfloation, quality conhol, slaage, detvefy, *#action and bfactng, consult OST-68 tauaaty Standard, DSO-89 Orocpq Specification, and NIR-91
Handling Irutalllnp and Oracino Reend cornmotlonavolloble tfofn truss Plote Instlluts, 583 D'Onolflo DrNe, Madison. W I53719. MiTek
Symbols
PLATE LOCATION AND ORIENTATION
t3/. *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
A,.
7
For 4 x 2 orientation, locate
plates I/8" from outside edge of
truss and vertical web,
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating formal rotor to the
MITek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
Numbering System
J2 J3 J4
TOP CHORDS
0
cc
z
U
a
O
BOTTOM CHORDS
J1 JS J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFTTO RIGHT.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots, BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
BEARING
WISC/DILHR 870040-N, 930013-N, 910080-N
Indicates location of joints at
which bearings (supports) occur.
MiTek®
rr
PANEL
CUP
fORn01e,079 oa o-.,wa ® MrpRO,A.-NO
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at 1/4 panel length(' 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection,
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or puriins
provided at spacing shown on design,
11, Bottom chords require lateral tracing 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.
OO 1 M Mitek Holdings, Inc.
Job Truss cuss ype ty y 13143970
DR2879C 1, ROOF TRUSS 11 1
y optional)
t -4GWOOD, FL, t e( IIndustries, Inc. 4,201 SR1 s u 8 2001 MiTekIndustries, Inc. Fri Apr 26 15:55:15age
1-0-0 3-0-0
1-0-0 3-0-0
3 Scale = 1:9.9
6.00 (i'F
2
1 4
2xa = 3-0-0
3-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.11 Veft(LL) n/a n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1-2 > 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 11 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins.
BOT CHORD 2 X 4 SYPrNo.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 =121(load case 5)
Max Uplift3=-111(load case 5), 2=-125(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2 = 34, 2-3 = 30
BOT CHORD 2-4=0
NOTES (5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chard dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 3 and 125
lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PE#45161, Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard
R`VE13
No. 45161
Jy STATE: C
QAL
April 26,2002
WARMNG - Mrr(I'jr d*W#n ,parameters and RI1 AD MoritS ON TRW AND RCVXRSC twos A&PORB USE. •••+'
Design valid low use only with MITek oonnectots. Thk design is bated only upon parameter* shown, and k for an Individual building component to be
Installed and loaded vertlaally. AppNcabAlty of dMlgn parameters and proper Irroapofatlon of Component k responsibility, of building designer • not truss
designer. Bracing shown k lot lateral support of Individual web member* only. Addlllanal temporary btachg to Insure stability duting construction k the
respon"y of the erects. Additional permanent blbcing of the overall structure k the wsporalbOy of the building designer. For general guidance
regarding labrloatlan, quality control, storage, delivery, woollen and bracing, coMult OST•68 Quality Standard, OSI.89 IrooIng IllpecMcallon, and Nt8.91 M iTek Handling Installing and tracing Ieaarninenda llon available from Tfuss Flat* Institute, 693 D'Onoldo Drive. Madison, WI63719.
Symbols
PLATE LOCATION AND ORIENTATION
10, 13/. * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
Qhh" *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
Mlrek/Gang-Nail Joint/Piste 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
10,10 continuous lateral bracing.
BEARING
Indicates location of joints at
which bearings (supports) occur.
FORM018,019
Numbering System
J2 J3 J4
TOP CHORDS
u c3
o WEBS J5
cc
0-cc
U 0
p U
a
ca c7 O
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM 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®
NYDRS3,A/AtD
TM
PANEL
CUP
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
l . Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties„
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at 1/4 panel length(+ 6" from adjacent joint.)
5, Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication,.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection,
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified,
10. Top chords must be sheathed or purl€ns
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, it no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised In handling,
erection and installation of trusses.
0 IM Mitek Holdings, Inc.
f l
Job russ Truss Type ty y HORTON
13143971
DR2879C lit ROOF TRUSS 1 1
optional)
MiTi< industries, Inc. 4.201 SK11 s Jun 28 2001 MiTekIndustries, Inc. Fri Apr age
3.0-0
3-0-0
2 scale = 1:9.9
6.00 Fly
1
3
2x4 = 3-0-0 ,
3-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 2491190
TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1.3 >999
SCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 10lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins.
SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
REACTIONS (Ib/size) 1-130/0-4-0, 2 -103/Mechanical, 3 = 28/Mechanical
Max Horz 1 =`109(load case 5)
Max Uplift 1=-43(load case 5), 2=-116(load case 5)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2 = 39
BOT CHORD 1.3 = 0
NOTES (5)
1 This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 1 and 116 lb
uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard
Qit pl
r.tif/•.
s STATE
A%
OR
i.,
L _
Apl it 26,2002
A WARMNO • VerW desdyn Paransetors and R&W NOTES ON TWS AND RXVISRSB SIDE BMVP.9 I=. s
Design valid lot use only with MRek connectors. This design Is based only upon pdfameNrs shown, and Is ton an Individual building component to be
installed and loaded vertically, Applicability of design parametefs and pfoper Inaofpofatlon of component Is iosponelbwty of building deslpnel - not Muss
designer. Bfocing shown Is to lotefal support of Individual web members only. Additional 19mpoiary bracing to Insure stability during construcllon Is the
IesponslbBBy of the erector. Additional patmonent bflo l of the ov9fcl shuctufe Is the responsbRly of the building designer. Foilgiswal guidance regofding
tabrlootlon, quality control. stardge, delivery, efectio n and bracing, consull CST-W Oua1By Standard, 034•e9 tracing Specification, and HIS-91 M iTek® HandlingkinatallinaandBracingRecommend~avalloble from Truss Plate Insfoule, 6e3 D'Onolfb Drlv9, Madison, WI63719.
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
Q
For 4 x 2 orientation, locate
O
plates I /s" from outside edge of CLtrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicates location of required
continuous lateral bracing.
BEARING
Indicates location of joints at
which bearings (supports) occur.
FORM018,019
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHESTTOTHE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA 86-93, 85-75, 91-28
HUD/FHA TCB 17.08
ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTeke
PANEL
TM
GLtP
HMR0-MR
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 1A panel length(' 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed of purlins
provided at spacing shown on design,
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses,
01993 Mitek Holdings, Inc.
Job russ Truss Type ty y HORTON
13143972
DR2879C M ROOF TRUSS 11 1
optional)
t o( iindustries, Inc. 4.201 SR1 s Jun 28 2001 MiTekIndustries, Inc. n pr age
r
1-0-0 1-0-0
1-0.0 1-0.0
3 Scale = 1:5.7
6.00 FT7-
2
4
1 +
2x4 1-0-0
1-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/dell = 360 Weight: 5 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins.
SOT CHORD 2 X 4 SYP No.2D SOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
REACTIONS (lb/size) 3 =-11 /Mechanical, 2=173/0-4-0, 4 =1 O/Mechanical
Max Horz 2=64(load case 4)
Max Uplift3=-29(load case 5), 2=-134(load case 4)
Max Grav 3 = 28(load case 4), 2 =173(load case 1), 4 = 10(load case 1)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2 = 33, 2-3 = -40
BOT CHORD 2-4=0
NOTES (5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 3 and 134 lb
uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5 Truss Engineer: Junaidie Budiman, PE#145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard lpt
t
NO, 45161
STATE OF
April 26,2002
WARMNG - v rW deefpn parameters and RUD Noma ON TMS AIM MVZRW WDZ BJW ORa Vera. renew ®
Design vosd for use only with Wait cvnnsctas, This design k based only upon parameters shown, and k fa an Individual building component to be
Installed and boded venbaty. Applicability of design parameters and proper Incorporation of component is respon"y of building designer - not buss
designet. Bracing shown is tot btetal support of Individual web members only. Additional temporary bracing to Insure stability durhg construction Is, the
responsibMy of the erector. Additional permanent bihoing of the overall shuctwa k the tesponsb&y of the building designer. For general guidance
tegardhg fabrication, quality conbol, •lofoge. delivery. slectlon and bracing, consull 081-68 Quality Standard, gSS-eo SraoIng Specification, and HIN-91 M Tek® Handling Iratallhrs and rocInR gemcomendm atlos availableIroTwssPlateInstitute, US D'Onobb Dtive, Madison, W 163710,
Symbols
PLATE LOCATION AND ORIENTATION
i 3A *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat,
All
7
For 4 x 2 orientation, locate
plates 1/6" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating formal refer to the
MITek/Gang-Nail Joint/Plate Placement Chart.
0
cc
U
a
O
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
e
mi!
MiTeke
PANEL
TM
CLIP
FORM018,019 HMRO,AIa
AGeneral Safety motes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3, Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4, Unless otherwise noted, locate chord splices
at 1 /4 panel length(+ W from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
In all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design,
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses,
1"3 Mitek Holdings, Inc.
Job russ Truss Type ty y HORTON
13143973
DR2879C jl1 ROOF TRUSS 1 1
Na optional)
I e Industries, Inc. 4 Ini qRl s un I e n ustries, nc. r pr age
1-0-0
1-0-0
6.00 jiT 2 Scale = 1:5.7
to
3
2x4 = 1-0.0
1.0.0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.01 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(TU -0.00 2 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 3lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins.
SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1-45/0-4-0, 2 = 35/Mechanical, 3 =10/Mechanical
Max Horz 1 =:38(load case 5)
Max Upliftl=-14(load case 5), 2=-40(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2 -14
BOT CHORD 1-3=0
NOTES (5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 1 and 40 lb
uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASEIS) Standard
p1E 13 Q
r
t : ,kNo. 45161STAs
OF
NAL
April 26,2002
AWARMO - V*rW a..tyn pammstom and AILW NOTdss ON 12118 AM iR6TrXIM SWE BZM RX V89. s+••e
Design void for use only with MRek eonneclots. This design Is bated only upon parameters shown, and is for an individual building component to be
Instolbd and boded vedbolly. Applk ablfly of design parameters and proper Incorporation of component is responsibility of building designer - not truss
designer. Bracing shown is far lateral support of Individual web members only. Additional temporary broc g to Insure stability during construction is the
responslblNty of the erector. Additional permanent bi4okg of the overall structure is the itrespon"y of tbuilding designer. For geneool guidance regaiding
labrballon, quality, control, st«age, delivery. erection and bracing, consuB e:T B Quality Rasrdard. 089-89 Broetng 11peeMballon. and HIB•91 le
loom Truss institute, 693 D•Ononlo Drive, Madison, wl 63719. HandlingIndallinaandBrmftRecommendationavollabPlateMiTek®
Symbols
PLATE LOCATION AND ORIENTATION
1'/. * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
For 4 x 2 orientation, locate
plates IA" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating formal refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
0
0
U
a
O
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTH EST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFTTO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots, BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
1 e continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
a
MiTek"
r
PANEL
TM
CL{P
FORM018,019 ID MYMMAIRO
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at 114 panel length(+ 6" from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified,
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling, ,
erection and installation of trusses,
01"3 Mitek Holdings, Inc.
r a
Job russ Truss Type ty y HORTON
13143974
DR2879C ROOF TRUSS 5 1
optional)
4-, , ; , r e Industries, Inc. 4 901 RR1s un N-20MI"rek Industries, Inc. Fri Apr 26 15:55:45age
1-5.0 5.2-5 9-10.13
1-5-0 5-2-5 4-8.7 4
Sc 1:19A
4.24 rTT 3x4
3
2
7 6 5
2x4 II 3x4 =
2x4 =
5.2-5 9.10-13
5-2-5 4-8-7
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.53 VertILL) 0.05 6-7 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 > 999
BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(TL) 0.01 5 We
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 42 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins.
SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or B-8.2 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 4=315/Mechanical, 2=523/0-5-11, 5 = 431 /Mechanical
Max Horz 2=336(load case 2)
Max Uplift4 = -329 (load case 5), 2=-248(load case 2), 5=-179(load case 3)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2 = 35, 2-3 = -946, 3-4 = 77
BOT CHORD 2-7 = 868, 6-7 = 868, 5-6 = 0
WEBS 3-7=165, 3-6=-946
NOTES (5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II
partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
2) Refer to girderls) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift at joint 4, 248 lb
uplift at joint 2 and 179 lb uplift at joint 5.
4) This truss has been designed with ANSUTPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PEtr45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASEIS) Standard 1 Ipf p 1133
1) Regular: Lumber Increase =1.33, Plate Increase =1.33
Uniform Loads (plf)
r
A.
Vert: 1-2=-74.0
r`SlF O',4••
Trapezoidal Loads (plf)
y !"
Vert: 2=-4.4-to-4--183.1, 2=0.0-to-5=-49.5 Y
NO. 4,5161
STA
April 26,2002
AwAmNo - v+rt& design pa a otors and READ x0'I'z8 oNTAIB AND imra 6 swc Barom USX. twwr®
Design vaN d for use only with Mlfek connectors. This design It based only upon parameten drown, and is fo an Individual building component to be
Installed and loaded vertically. AppScabilty of design parameten and proper Incorpotation of component is responsibility of building desgner - not truss
designer. BrocIng-shown is for lateral support of Individual web members only. Additional iempoary bracing to Insure stability during constructfon is the
responsibility of the erects. Additional permanisnt bf)=In of the overall structure is the resporabWty of the building deslgnei. For general guidance
regarding tobiloatfon. Quality control storage, delivery, erection and bracing, consun QST-U Qualify Standard, OSS-89 /rasing Speopfo~. and ND-91 Tek® Handling InstaWna and Bracing Reoornmendatlon ovolable horn Buss Plate Institute, $83 D'Onohfo Dilve, Madison, WI $3719.
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 pla ing format refer to the
Mirk/Gang-Natl 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.
FORW18,019
0
O
U
a
O
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWEST JOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
CONNECTOR PLATE CODE APPROVALS
BOCA
HUD/FHA
ICBO
SBCCI
WISC/DILHR
86-93, 85-75, 91-28
TC B 17.08
1591, 1329, 4922
87206,86217,9190
870040-N, 930013-N, 910080-N
l t L
M Teke
MYDI+TO,MR®
rM
PANELPt;
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
at joint locations.
4. Unless otherwise noted, locate chord splices
at 1/4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication,
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7, Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection,
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified,
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14, Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mtek Holdings, Inc.
Job russ I russ Iype ty y HORTON
13143975
DR2879C 1 ROOF TRUSS 1 1
N-1R7[DWGVMM,
optional)
FL, . I e n ustries, Inc. 4.201 SR1 s Jun 28 2001 MiTekIndustries, Inc. Fri Apr 26 15:55:21age
1-5-0 4-9-4
1-5-0 4-9-4
S 1:10.6
4.24 rTT
2
y
1 4
2x4 =
4.9-4
4.9-4
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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 0.05 Vert(TL) 0.05 1-2 > 375
SCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 17 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-4 oc purlins.
BOT CHORD 2 X 4'SYP No.2D SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3 =111 /Mechanical, 2 = 240/0-5-11, 4 = 36/Mechanical
Max Harz 2"-86(load case 3)
Max Uplift3=-123(load case 5), 2=-129(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2 = 35, 2-3 = 26
BOT CHORD 2-4=0
NOTES (5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom Chord dead load, in the gable end roof zone on an occupancy category II, condition 11partiallyenclosedbuilding, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to
wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL
increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 129
uplift at joint 2.
4) ..truss has been designed with ANSI/TPI 1-1995 criteria.
5) i -,, Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) TPt-.,;ESIGN CONFORMS TO FBC 2001, BASED ON PARAMETERS INDICATED,
LOAD CASE(S) Standard
1) Regular: Lumber Increase =1.33, Plate Increase =1.33 e 13UniformLoads (plf)
Vert: 1-2=-74.0
pl
j/
Trapezoidal Loads (plf)
Vert: 2=-4.4-to-3=-88.3, 2=0.0-to-4=-23.9
Yg•Q', •7 s1_ V
Y
No. 45161 ,k
is SATATE OF •
April 26,2002
xrnro - v r{ fy design paranwiter. and Rain aorss off Tars odic xavxRw aws BzmRa user. ••!®
Design vaNd tot use only with MR*k conn*etots. This design b based only upon potarneters shown, and Is tot an Indwual building component to be
Installed and looded v*dIcaey. Appecablify of design porametea and proper Incai"allon of component b responsR4Nty of building desow - not huss
designer. Siccing shown 6 fat lat*wl support of'Individual w*b members only. Additional t*mporary bracing to Insure stability during condtuction b the
msponslbelty of the erector. Additional permanent. bRichg of the ov*tae shuctut* b the tespon:lbMly of the building designer. Pot general guidance
regording fobrleatlon, quality conhol, dotage, delivery, wootlon and bracing, consult OST•44 Ouallty St=Wafd, DSI.89 Stacing Specification, and HIS-91 MiTek® Handling InslallInp and Stachq Recommendation availablefrom Truss Plot* Institute, ties D'Onohb Drive, Madison, WI $3719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
14, t 3A * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat, J2 J3 J4 owner and all other interested parties..
4 TOP CHORDS 2. Cut members to bear tightly against each
other.
0 WEBS J5
Q 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
O '- a
Cr joint and embed full Avoid knots and waney'
plates 1/8" from outside edge of
0
a , X at joint locations.
truss and vertical web. o a 4. Unless otherwise noted, locate chords icesPI
at /4 length(+ 6" fromUVopanel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in Ji J8 V J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and
MiTek/Gang-Naff 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 toad deflection.
PLATE SIZE 8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
The first dimension is the width
4 4 to second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
X perpendicuk3r slots, in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing, ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 8b217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur, stacks of construction materials,
mi! 14. Do not cut or alter truss member or plate
without prior approval of a professional
Mffek®
engineer.
15. Care should be exercised in handling,
InstallationTU
PEL
erection and of trusses,
01993 Mifiek HoicliT>`gS, inc. -
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omme
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v"p R N (M,: ALL BEARING WALLS TO BE PLACED A- - — - - — - - — _ - — - - '-- - - — - -
i J. l._ HUS26 II'I C TICE!! REVIEW ALL SPAN DIMENSIONS--BRG. WALLSPRIORTOSETTINGTRUSSES.. N HGUS26-2 iENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSiWALLSSHOWNARETOBEBEARING..
Ld
SPC.HGR I SIGNED APPROVAL: X JOB
NUMBER: DR2879E DATE: 6-28-02 PITCH: LOAD: SHINGLES 407-
321-1440C CU SPAN CUSTOMER: DR HORTON 6ABRG: BY: T.H. JOB NAME: 2879 "E" ELEV. /H. 12" BLOCK
M
Lr)
m
0!
L
TRIM IT FLOOR SYSTEM
ALL BEARING WALLS TO BE PLACED ' , j L, 1 PLY HGR. I C 06 I REVIEW ALL SPAN DIMENSIONS--6RG. WAI i c
PRIOR TO SETTING TRUSSES.. :4 d 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI
WALLS SHOWN ARE TO BE BEARING.. I
IAL3PLYHGR, SIGNED APPROVAL: X
JOB NUMBER: DR2879D DATE: 7-2-01
CU SPAN CUSTOMER: D.R. HORTONL^4407-321-1 BY: T.H JOB NAME: 2879 "D" ELEV.