HomeMy WebLinkAbout302 Clydesdale Cir - BR03-001929 (BAKERS CROSSING) (SFR) DOCUMENTSPERMIT ADDRESS
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
puf EJJ
PHONE NUMBER
D R Horton
6250 Hazeltine Nat'l Dr #102Orlando, FL 32822
407)857-9101
CBC 055300
ELECTRICAL CONTRACTOR S
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
SUBDIVISION t6ft" Irljw mabcciolo
PERMIT # ' U DATE
PERMIT DESCRIPTION
PERMIT VALUATION ! 2(0,4 to
SQUARE FOOTAGE 54W
0
so
CERTIFICATE OF OCCUPANCY / COMPLETION
This is t-o certify that the building located at
302 CLYDESDALE CIR for
which permit 03-00001929 has heretofore been issued on 7/22/03
has been completed according to plans and specifications filed in the
office of the Buildin Official rior t the issuance of said building
permit, to wit as l J S.rt W Lid,x-L,L complies with all the.
building, plumbing, electri 1, 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: FIRE:
Finaled io z 4 103 Inspected
ZONING:
Inspected
UTILITIES:
Water Sewer
Lines In Lines In
Meter Sewer
Set Tap
Reclaimed
Water
ENGINEERING:
Street
Drainage Paved
Maintenance
Bond
PUBLIC WORKS:
Street
Name Street
Signs la Lights
Storm
Sewer Driveway
Street
Work
DESCRIPTION
WATER -SEWER IMPACT FEES
01-APPLCTN FEE -ELECTRIC
01-APPLCTN FEE -BUILDING
01-APPLCTN FEE -MECHANIC
01-APPLCTN FEE -PLUMBING
02-ENGNG DEVLPMT FEES
01-FIRE IMPACT - RESIDENT
01-LIBRARY IMPACT FEE
01-OPEN SPACE
FEES PAID
DATE APPROVAL
DATE AMOUNT
8 20 03
7/22/03
8/15/03
7/28/0.3
7/22/03
7/22/03
7/22/03
7/22/03
10.00
10.00
10.00
10.00
10.00
59.27
54.0b
279.61
PAGE: 4
CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building located at
302 CLYDESDALE CIR for
which permit 03-00001929 has heretofore been issued on 7/22/03
has been completed according to plans and specifications filed in the
office of the Building Official prior to the issuance of said building
permit, to wit as complies with all the
building, plumbing, electrical, zoning and subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL Subdivision Regulations Apply: Yes No
01-POLICE IMPACT RESID 7/22/03 91.93
01-RADON GAS TAX FEE 7/22/03 17.34
01-ROAD IMPACT FEES 7/22/03 847.00
01-RECOVERY FD/CERT. PGM. 7/22/03 17.34
01-SCHOOL IMPACT FEE 7/22/03 1384.00
WD'IMPACT:SINGLE FAMILY 7/22/03 650.00
SD IMPACT:SINGLE FAMILY 7/22/03 1700.00
R
OWNER BLTrLDING OFFICIAL DATIE
Vn I I I
CERTIFCATE OF OCCUPANCP
REQUEST FOR FINAL INSPECTI§
a, 1, 11 11 11
E I
SINGLE FAMILY RESIDENCE****=
ATE: i D b_
PERMIT #: - 12 g 'CA C
ADDRESS: v u
W W
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.
DEngineering
OPublic Works
Fire
Zoning
tilities OLicensing
If ' ' y
CONDITIONS: (TO BE COMPLETED ONLY W APPROVAL IS CONDITIONAL)
J...
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE: \b -
PERMIT #: S? -
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.
10124103
ngineering 10k, D.Swc4u-7
DPublic Works
Utilities
OFire
OZoning _
Micensing
CONDITIONS: (TO BE COMPLETED ONLY IN APPROVAL IS CONDITIONAL)
kjoT'C3: -"20c I ' il2oN 7' '`f64,2D L uptC5
e ,
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE: \d - )3,
PERMIT #: \ci d
ADDRESS: -'
CONTRACTOR:
PHONE #:
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering OFire
I/jyl'3
ublic Works '/hM l ']Zoning
D Utilities CLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOI7iNSUWCE PROGRAM
ELEVATION CER"FIFICATE
Read the instructions on pages I.7.
O.M.B. No. 3067-0077
Expires December 31, 200E
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, arxUor Bldg. No.) Oil P.O. ROUTE AND BOX NO. —I Company NAIC Number I302CLYDESDALECIRCLE1
CITY STATE ZIP CODE
SANFORD FL 32773
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 8, BAKERS CROSSING, PHASE 2
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: El GPS (Type):
or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other.
SECTION B - FLOOD INSURANCE: RATE MAP (FIRM) INFORMATION
Bt. NFIP COMMUNITY NAME & COMMUNITY NUMBER I BZ COUNTY NAME I W. ti l AAt
SEMINOLE COUNTY 120289
B4. MAP AND PANEL B7. FIRM PANEL 69. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIXI B6. FIRM INDEX DATE EFFECTNSPEVISED DATE B8. FLOOD ZONE(S) Zone AD, use depth of flooding)
1202890045 E 4/17)95 4/17195 X 24.6
810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89.
FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC.
B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe):
B12. Is the building located in a Coastal Bander Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, VI430, V (with BFE), AR, ARIA, ARIAE, ARIAI-A30, ARIAH, ARIAO
Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum _ Conversion/Comments _
Elevation reference marls used _Does the elevation reference mark used appear on the FIRM? Yes ®No
o a) Top of bottom floor (including basement or enclosure) g. 7 fL(m)
o b) Top of next higher floor 5L 2 fL(m)
o c) Bottom of lowest horizontal structural member (V zones only) WA . R(m)
o d) Attached garage (top of slab) 47. 2 ft.(m)
o e) Lowest elevation of machinery and/or equipment
servicing the building (Describe in a Comments area) 48_.1 fL(m)
o f) Lowest adjacent (finished) grade (LAG) 47.3 ft.(m)
o g) Highest adjacent (finished) grade (HAG) 47. 7 ft.(m)
o h) No. of permanent openings (flood vents) within 1 ft, above adjacent grade 0
o 0 Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
r•tiC
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information in Sections A, B, and C on this certificate represents my best efforts to Interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIERS NAME: WUJAM R MUSCATELLO, JR LICENSE NUMBER: 4928
TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC.
ADDRESS Is /
CITY STATE ZJP CODE
320 E. SOUTH STRI ET,,B-A. 180 n I I , —A I ORLANDO FL 32803
SIGNATUREr4(4 9knIV)\ MiA1V1101M79FEMA
Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Cony Use:
BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND B?d40. Policy Number
302 CLYDESDALE CIRCLE
CITY STATE' '_ ZIP CODE Company NAIC Number
SANFORD FL 32773
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentioompany, 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 (VWHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items Et through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be completed.
El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(an) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(on) above the highest adjacent
grade. Complete items C3.h and C3.i on front of form.
E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(on) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E5. For Zone AO oily: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommunityls floodplain management ordnance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community -
issued BFE) or Zone AO must sign here. The statements in Sections A a Q and E are correct to the best ofmy knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordnance can co nplete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete the applicable Rem(s) and sign below.
G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state
or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. A community official completed Section E for a building located in Zone A (without a FEMAmissued or communityassued BFE) or Zone AO.
G3. The following infomnation (Items G4-G9) is provided for community floodplain management purposes.
G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPUANCE1000UPANCY 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 Zone AO) depth of flooring at the building site is: _. _ ft.(m) Datum: _
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
Check here if attachments
FEMA Form 81-31, January 2003 Replaces all previous editions
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 10-20-03. UNLESS OTHERWISE
SHOWN.
3. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
I5. NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
I HAVE EXAMINED 41E F.I.R.M. COMMUNITY PANEL
NO 120289 0045 E DATED 4/17/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X
AREA OUTSIDE 100 YEAR FLOOD PLAIN.
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY
BEARINGS SHOWN HEREON ARE BASED ON
TIME NORTHERLY LINE OF LOT 8 AS
BEING S89'33'46"E PER PLAT.
FIELD DATE:) 4-8-03
SCALE: 1 = 30 FEET
APPROVED BY: SJ
JOB NO. ASM40135
DRAWN BY:
REVISED:
rwAL 10-20-03 CKB
ORM80AR0 7-29-03 CK0
AEWSED OESCRIVRON 07/24/03 SOO
AETES & BOUNDS 05/05/03 SOO
LOT PLAN 3-11-03 CKB
PLAT OF. SURVEY
DESCRIPTION (DESCRIPTION AS FURNISHED)
LOT 8, BAKERS CROSSING PHASE 2,
AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE PROPOSED
THE REQUIREMENTS SET FORTH IN THE
CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). ' ROSE HILL PHASE II
LOT 5 { LOT 6
50.00' J _
S89'33'46
LOT 8
1,
0
n
LOT 7 w
LOT 9
Cy) a) In
TWO STORY
CONCRETE BLOCK o
Ln
NNoitWOODFRAMEri
p RESIDENCE N
O
FINISH FLOOR p .
ELEVATION=48.71 o NZ
COVERED
ENTRY
a
10
WALK IS °
1.8' OFF
SEMENT 7-` JXN WALK IS
1.7' OFF
N89'17'34"W
50.00'
1" = 30'
GRAPHIC SCALE
0 15 30
58. - 1 -_ g69g
443.17 _ _ _ PC
N89'17'34-W 501.18 --
TRACT A
CENTERLINE OF-)
RIGHT-OF-WAY
CLYDESDALE CIRCLE
50' RIGHT OF WAY
CERTIFIED TO AND FOR THE
EXCLUSIVE USE OF:
D.R.H. TITLE COMPANY OF FLORIDA INC.
FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA
JOSE O. CANDELARIA AND IVELISSE CANDELARIA
CFI MORTGAGE COMPANY, I , LTD.
NOTE:
I. ALL DIRECTIONS AND DISTANCES HAVE
LEGENDBEENFIELDVERIFIEDANDANY
INCONSISTENCIES HAVE BEEN NOTED ON THE —
BUILDING SETBACK LINESURVEY. IF ANY. D DISC
CENTERLINE 0 LB /6393 (
FND NAIL r10/20/03)
RIGHT OF WAY LINE FND 1/2" IRON ROD AND CAP
456 EXISTING ELEVATION O LB #6393 (10/20/03)
O CONCRETE
LB LAND SURVEYING BUSINESS
LS LAND SURVEYOR
PRM PERMANENT REFERENCE MONUMENT
PCP PERMANENT CONTROL POINT
P) PER PLAT
M) MEASURED
FWD FOUND
C INV CONCRETE WALK
S/W SIDEWALK
Ch CONCRETE PAD
CS CONCRETE SLAB
C CHORD LENGTH
PK PARKER KALON
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER 1-8p6393
320 EAST SOUTH STREET. SUITE 180
ORLANDO. FLORIDA
32001-.(407) 426-7979
CNA CORNER NOT ACCESSIBLE
o DENOTES DELTA ANGLE
L DENOTES ARC LENGTH
C.B. DENOTES CHORD BEARING
PC DENOTES POINT OF CURVATURE
PI DENOTES POINT OF INTERSECTION
PRC DENOTES POINT OF REVERSE CURVATURE
PT DENOTES POINT OF TANGENCY
TYP TYPICAL
A/C AIR C014DITIONER
COW CONCRETE BLOCK WALL
RP RADIUS POINT
OHU OVERHEAD UTILITY LINE
ID IDENTIFICATION
POL POINT ON LINE
PCC POINT OF COMPOUND CURVE
I HEREBY CERTIFY, THAT THIS BOUNDARY
SURVEY, SUBJECT TO THE SURVEYOR'S NOTES
CONTAINED HEREON MEETS THE APPLICABLE
MINIMUM TECHNICAL STANDARDS" SET FORTH
BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS IN CHAPTER
61G17-6, FLORIDA ADMINISTRATIVE CODE
PURSUANT TO CHAPTER 472.027. FLORIDA
l o-Z3-o3
FOR
THE
FIRM
JR. W#428 DATE
06-203 7:09A(A FROM
w.cr•.o-.s.. •t..:,rt;tv,v..w<.re•.r:r!•,,..,.,n.,,.,;try...c.,..:,,•._.....::•:'::..•.•:::'•.:. ,
Permit z :__-L
Job A44140:
CITY OF SAINFORL PERMIT APPLICATION /
Co .
Iiiu.Prl IrI1 Pu 4f Mi vglur t r;
Permit Typo.: Building- Electtical -, Mechanical Plumbing ___ F•irc Sprinkler/Alarm Pool
Temporhr) Pole
Eltctricll: New Service - q of AMPS . Addition/Alleranon Change of Scrvicc _-
Mechanical: Residential _ Non•Restdcntial Replacement New (Duct Luyout & Energy alc. Raquircd)
PlumbinQ/ New Commercirl: a of Flztures
tt of Gets I.incS _ p of water 8c Sewer Lines —•
PlumbinVNew Residentlal: p of Water Closets - Plumbitg Repair - Rcilocnual or Commcrclal
Occupancy Type: Residential V' Commercial Industrial Total Square Footage. _
Construction Type: a of Stories: n of Dwelling Unite. flood Zoot: , (FEMA form required for other Inan .Yr
Parcel a:
Anach Proof u(Ownership &.t.cgal D cripoon)r /
kk -,el lCi _ C{-f- 8( VeA UwnsraName &
Addresa:: S_CL-(!
3 2'_ '
J_ Phnnr. ` / A
o r, ,F>' _ _Q J C-
C—`-c {_ —
t 6r
Addreu: yy LL.L.G Contractor amci ,, I
v %VUj r / •{_ 0c) ) u 2 Z% %., _
State Llccncc Number -,--==- _ y0-7 " -
S' y 4 Contact Person: try c..0 I Phone h
Fax: > - Bonding (:ompany
Aaorc.e ,
Mortgage Lender
Phone. Arehite•
eUEnginter: ---' "—
F• I
t Addrrac: -- Application
is
hereby made to obtain a puma to do the work and inst.11aiions as indicated. I ctrtify that no wink or insullanon ha, cominenctd prior to Inc issuance orapermitandthatallworkwillbeperformeodtomeetstandardsoralllawsregulatingconsuucuoninthisjurisdicuon. I Vndcr)onJ thus scpar4:: permit mustbesecuredrorELECTRICALWORK. PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HF/.TERS, TANKS. and AIR CONDITIONERS,
ctV. OWNER'S
AFFIDAVIT: I emify that all or -the foregoing informarion is accurate and dut all w%" will be done in comphanee with all aPpllwble lames rem Lane eon3ov060n and
zoning. WAR.NfNG TO OWNER: YOUR FAILURE TO RECORD A NOTICF OF COMMENCEMENT MAY RESULT IN YOUR K-071"'C. TINICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU RJTEND TO OBTAIN FINANCING, CONSULT WrTH YOUR LENDER OF, AN ArTOR.NEY
BEFORERFCORDMO YOUR NOTICE OF COMMENCEMENT. NOTICE: In
a4dition to she rcquirernenu of thin permiL there may he additional restrictions applicable to this pTopctly OW MO y oc louno In lac p,'ohc rc::m)s of this county, and there may be additional permits requirect fmm other govarnmcnul otanc such as uvuy m.r apemen( Jiscnctc, suit 4"'cle S, Jr tcocnl A:ccplanc:
c of permit is vcrirlcanon that I will notify the owner of the prnperty c f the mquuemen e of I'llond Law, F> ) 11 Ignuurc of
O•• wner/Agent U:lle Si.,mlure )f ConR]elnt/.1l c1I1 file v in ..-. -
n Ck 0. s Print Owner/
A Kcrtl'3 ... Print Cunrra
for Agent'm , e Signature Of
Nutn•y•Surr. n(Flnnda Date .Signature of NAy•Sutc nl FIorI j l Ju:
c
t..ncr/
nq:nt iA Pcliundnv Knn,n w Mt ur rruJ Iccdlr,_ —
Al'I'
Ll(*AI ION' AVVKOVE.D 11Y• Illdl:: __•_,.. .- lnrt it &
I)arc) pcn.d
C onduinn,: 1,'mn[
Anr/A^cal L. V Y,•r:ou; h rino n w Ntr n Prnduccn tU .. ...—
nnral 8
D le) his all ;- U'"Ic) Il rtl.11 a I)_:c Marie A.
Zettlemoyer Commission 9DD221380
Expires: Jul
15, 2007 Bonded Thru
Atlantic Bonding
Co., Inc.
Permit #:
Job Address: 7 r s Lns
Description of Work:
Historic District: Zoning:
CITY OF SANFORD PERMIT APPLICATION
Cl
Date:
0S
V4L15A4,
V-t 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 & Sew,:r Lines # of Gas Lines Plumbing/
New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy
Type: Residential Commercial Industrial _ Total Square Footage: Construction
Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (
Attach Proof of Ownership & Legal Description) Owners
Name & Address: p Phone:
Contractor
Name & Address: State
License Number: Ly- _ CU Phone &
Fax: Contact Person: Phone: ADVANTAGE
PLUMBING, INC. Bonding
Company: F.
D. BOX 620027 Address:
OVIEDO,-FLORIDA 32762-0027Mortgage
Lender: (407) 366-3994 Address:
Architect/
Engineer: Address:
Phone:
Fax:
Application
is.hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR
CONDITIONERS, 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 water management districts, state agencies, or federal agencies. Acceptance
of permit is verification that 1 will notify the owner of the property of the requircmcn o Florid Law, FS 713. 1-
43 Signature
of Owner/Agent Date Signaturc of Contractor/Agent Date t
Print
Owner/Agent's Name Print Contractor/Agent's Name Signature
of Notary -State of Florida Date Owner/
Agent is _ Personally Known to Me or Produced
ID APPLICATION
APPROVED BY: Bldg: Initial &
Date) Special
Conditions: Signature
of Notary -State of Florida Date Contractor/
Agent is _ Personally Known to Me or Produced
ID Zonine:
Utilities: FD: Initial &
Date) (Initial & Date) (Initial & Date)
COUNTY UF S[MI|,1lL[
IMP [TI T !ENT
IS X)LD DY CITY OF SA1FOZD
MUIiDlKG PERMIT NUMBER.- ~ (CITY) COUNTY NJ%8ER: __________
UNIT ADCPE5S: _'_L`/[)_ !- '______________________________.__
TRAFFIC ZONE: JURISDICTION: CITY-8['SAKFORp----.-..--.
i`[Co Ti(P: RKG: 'FARCE L: ................
SUfDIVISIOX: TRACT: _______
PLAT B[ON: PLAT EOOK PAGE: BL[CK: LOT: Q .
i
ONXLk KA|[: ~,. \'d`y6.hA1.0----------------------------------------
ADCRESS: « `Ax+\wr~'U A[ ----------------------
APPLICANT WAVE: _______________________________________________________________
ADCREES: ________________________------------------------------------'.
LAND LEE CATECCRY: 001 - Single Family Detached Howe
TYPL KNL: Revidantial
WORN DESCRIPTION: Single Family House: Detached - Construction
i[[ DEN FIT RATFEE UAIT RATE PER 0 { TfPE TOTAL DU[ TYPE
DI3T SCHECULE DESC. UNIT OF UNITS RO
C( AYTEWIALC
CO -WIDE O dwl unit 0 705.00 1 $ 705.00 ROADS
000[
CT[8S NORTH O dwl unit 1 142.00 1 $ 142.00 SC!|
0J0:11 STAl3M[
NT R[
CLIVED l)Y: CO -
WIDE O dwl unit $ 54.00 1 $ 54.00 CU-
UIDE O dwl unit $1,384.00 1 $ 1,384.00 AMCUNT
DUE ,2Q5.O0 vx/
V___ EIGNATURE: ---//1-/- '----.-- PLEAS[
PRINT NOTE
TO RECEIVING SIGNATORY/APPLICANT: FAIUIRE TO NOTIFY OWNER ANY) OARO3E
TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR TIE FEE. 1191: DISTRIBUTION:
1-COUNTY 3-CITY 2-
AnPLICANT 4-COUNTY H[
Dl$':( P
R OXS A!*E ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE
DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING P[RHIT. PLkSO]
S ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWr1EK, TO
APPEAL TEE CALCULATIOFS OF THE ROAD, LIBRARY SYSTEM AND/0 LDUCATIOXAL (
SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A
WRITTEN RECCEST WITHIN 45 CALENDAR DAYS OF 1KE RECElVING ClGX/\
TJRE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY.
THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF TH[ COUNTY
LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNINO AvPEA!-S KAY
RE PICKED LP, OR REOUESTED, FROM THE PLON IMPLEMENTATION OFFIC0: 1101 [
AST FIRST STREET, SAMFORD, FLORIDA 32771; (407) 665-7474. PAYMENT
S[CULD RE KADE TO: CITY OF SAKFORD DUlLDING
D[['ARTH[|<T 500
ORT>\ PARK AV[NU[ EANI]
KD. [L 32771 PAYMENT
SHOULD BE BY CHECK CR MONEY ORDER. AND SKCULD REFFREXC[ l{|:!'
SJAT[MENT NUMBER AND CITY BUILDINS PERMIT N]MOER AT THE TO:-` OF
T|<[ NUTlC[. 01`
0T{|IS STATEMENT IS VALID ONLY IN C013UNC7ION WITH ISSUANCE OF All;: FAMILY
BUILDING
1 I111 II III 111111111111111111111111111111111111111111111111111111111
THIS INSTRUMENT PREPARED BY:
Patricia L. Coulton
D.R. Horton, Inc.
6250 Hazeltine National Drive, Ste.: 102
Orlando, Florida 32822
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 04849 PG 1299
CLERK'S # 2003094265
REC(IRDFD 06/04/2093 10t10i86 AN
RECORDING FEES 6.00
RECORDED BY L McKinley
RECORD AND RETURN TO:
CUTIFIED COPY
MAR YANNE MD.R. Horton Inc. OR,S>L
6250 Hazeltine National Drive, Ste.: 102 CLERK OF CIRCUIT COU
Orlando, Florida 32822 6EM"EC1f,p
RIO
at Ir r• c 1r
NOTICE OF COMMENCEMENT
Prepare in duplicate)
4 2003Theundersignedherebygivesnoticethatimprovementwillbemadetocertainrealproperty, and in'Mange
with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement.
Description of property:
Lot(s) 6, 8, 14, 15 & 16 Bakers Crossing Phase 2 Plat Book , Page(s) , Public Records of
Seminole County, Florida
General description of improvements: Single Family Dwelling
Owner(s): D.R. Horton, Inc., a Delaware Corporation
Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822
Owner's interest in site of the improvements: Fee Simple
Fee Simple Title Holder (if other than Owner):
Name: Phone th
Z)Address:
Fax #:
Contractor: D.R. Horton, Inc. Phone #: Fax #:
Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822
Surety (if any):
Address: Phone #:
Amount of bond: $0.00 Fax #:
Lender: Phone #:
Address: Fax #:
Persons within the State of Florida 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 of the Lienor's Notice as provided inSection713.13(I)(b), Florida Statutes:
Name:
Address:
Expiration date of Notice of Commencement: (the expiration date is one (I) year from the date of recording unless adifferentdateisspecified):
D.R. Horton, Inc.
0—
bo' GWV Y:
o ert A. LawsohAssistant Secretary
Corporate Sea])
STATE OF FLORIDA
COUNTY OF ORANGE
The foregoing instrument was acknowledged before me this 4 dayof 7cll
2003
by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., aefaware Corporation, on behalf o the cor'porahon. - He/She is personally known to me.
Notary Public, State and County Aforesaid
OFFICIA 1`fi i
PATRICIA C7.1DA
NOTARY PUBLIC STACOMMISSION N0
My COMMISS!Ord urJULY 26,2006CartatureNotarySeal
CITY OF SANFORD PERMIT APPLICATION •
Permit #: 1 / 27 Date:
Job Address: 2 C/i 2= i F 1eC
Description of Wor
Historic District: Zoning: Value of Work: S
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Add ition/AIteration 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: 3 tv
Construction Type: E .cr # of Stories: Z # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address: _TW
02E- \n 'I . :W r0i (pu , FI, Phone: 'AO ctk04
Contractor Name .
Q
e
I&
Address: ' cmi\C:z-. b. LAec)
C_521:b t p\lt . i * K:P- . '_FL. 32M State License Number: C 13coeB23 ^i
Phone & Fax: A0:111951 QIa -! 228 Contact Person: ' C W0 L10J Phone: 40_9-1t Sq 9(0'
Bonding Company: tJA
Address:
Mortgage Lender: I`NE111-
Address:
Architect/Engineer: P )qDQnF>1E11 aex)c Phone: 40-1.1 __l 1_
Address: l Q 1 rJtr_ - (vi A l , 11 3 Fax: 4CR ( a -401_qV _
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: 1 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.
NOTI E: 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 p rmit ' rification t at I will notify the owner of the property of the require h f F brida Lien Law, FS 713
Signature of Owner/Agen - ), /
k
Date Signature o Contractor/Agent Date
h.
Print er/Agent's me Print Con r/A ents Na e
I 6 A
Signat re of Notary-S ate •lori Date Signature of Notary -State of KLo a Dat
QFFICIA A S
Owner/A e n t is _pjle I14,GQuGTftbl` 4e or
Prod C STATE OF FLORIDA
COMMISSION NO. DD
COMMISSION EXP
APPLICATION API' 3Y:-131iiu: Zoning:
Init I •Date)
Special Conditions:
OFFICIA R5 A
P ICIA COULTON
Contractor/ EAT}kR $. I'INFnD
Produ ed IDCOMMISSION l'O. DDl
MY COMMISSION
Utilities: FD:
Initial & Date) (Initial & Date) (Initial & Date)
D. R. HORTON HOMES ZE5--lqAi-
SFR PERMIT PACKAGE
CITY OF SANFORD CHECK LIST
LOT # - SUBDIVISION: BAKERS CROSSING
ADDRESS boa- aoN D(L
I
32-11 3
BUILDING APPLICATION
O WER OF ATTORNEY
2 SETS OF SEALED PLANS
2 PLOT PLANS
Z3 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
jAPPEX CONTRACT
l
7
Drl-u6uj 2j Rrm,-
CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT
1. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences)
2 Two (2) complete sets of construction design drawings drawn to scale,
Complete sets to include: er sizes
reinforcement bar
or all
replacement. replacementg
walls. Provide side view details
a, Foundation plan indicating
of these footers with r
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.
R Note the State of Florida requirements for bath door for compliance
of Handicapped Code (F.S. 553, Part 5)
C. Elevations of all exterior walls, east, west, north and south. FinishfloorelevationheightasperCityEngineeringDepartmentor
subdivision plat.
d, Cross sections of all wall sections to be used in the structure. Bearingnon -bearing Inter and exterior. Show all components of wall section.
e, Framing plan for floor Joists where conventionally framed. Plan toindicatespan, size and species of materials to be used.
f. Engineered truss plan with details of bracing. Engineered beams for
spttcing openings to carry and support trusses.
g, Stair details with tread and riser dimensions, stringer size, methods of
attachment, placement of handrails and guardrails.
h. Square footage table showing footages: d DI S.F.
Garages/Carports --,= S.F.
Porch(s)/Entry(s)_S.F.
Patio(s)
Conditioned structuresS.F.
Total (Gross Area)
3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97)
4. Soil analysis and/or soil compaction report. If soils appear to be unstable
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 Bivd,Sanford, Fl (407) 665-3600.
c. Arbor permit when trees to be removed from property. Contact the
City Engineer for details regarding the arbor ordinance and permit.
6. Application to be completed thoroughly and signatures provided by a
licensed and insured contractor. OWNEWBUILDER MUST APPEAR IN
PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE
STATUTE 489. Subcontractor license numbers must be included on the
application. If electrical, mechanical or plumbing permits have not been
issued, inspections will not be scheduled or made and subcontractors will be
subject to penalty under the City Ordinances.
REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION
1. Footer
2. Underground, electrical, mechanical and plumbing
3. Foundation elevation survey
4. Slab
S. Lintel- tic bearhs - columns- cells
6. Rough electrical
7. Rough mechanical
8. Rough plumbing
9. Tub Set
10. Framing
11. Tenant Separation / flrewall
12. Insulation, walls and/or ceilings
13. Electrical final, mechanical Mal and plumbing final
14. Building final
15. Other
DATE SIGNATURE
By Owner or Authorized ent)
Limited Power Of Attorney
I hearby name and appoint: Craig Coulton and R0 4 7—
each agent's of D.R. Horton Inc. _ <bsc-pV\.-'De To be my
lawful attorney in fact to act for me and ajo ply The Buildinq Dept.
of: cl sa For a residential
permit for work to be performed at: Lot # : 2. Subdivision
Address: Vt— 3P-
741-5 And to sign
my name and do all things that are necessary to this appointment.
Richard B. Ladd
CBC055300 Contractor State Registration
Number ignature of Contractor
This foregoing instrurftnt
vjas acknowledged before me this: Date: p? By:
Richard B. Ladd ( Contractor ) Who is personally
now to me. O FIC AL
PATRICIA COULTON State
of FI
rida NOTARY PUBLIC STATE OFFLORIDA 0 COMMISSION NO.
DD13" County of range
MY COMMISSION EXP. JULY262006 Notary Public Signature
Notary Seal
E7APEX
PF—ST
C O TRO L—
Sentricon* Colony Elimination System
Pretreatment Plan Agreement
Date of Install :
Contract Number
PUCHASERS NAME AND ADDRESS
Name
Address "S
City/State/Zipa' L" 1
Phone & Email
ffi,-111&Vm%
Quarterly Payment Amount
First payment due on the Install Anniversary Date)
Any payment deemed 30 days past due will resultInthecancellationofthisWarrantyandjustify
removal of the Sentrlcon System.
CUSTOMERS NAME AND ADDRESS
Name
Address
City/State/Zip .
Phone & Email
INSTALLATION ADDRESS:
L a —?2 z4lt aC5
SPECIAL OR ADDITIONAL COMMENTS
NOTIFICATION STICKER LOCATED:
DAMAGE REPAIR WARRANTY From the date of installation of the Sentrlcon* Colony Elimination System, Apex will
warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described
property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay
the cost of labor and materials not to exceed 51.,000,000. Apex may chemically treat the affected area of the property at no
additional cost to the Customer.
THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER
AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL
GOVEFLN THE RELATIONSHIP OF THE PARTIES.
Apex Representative Signature Date Customer or Agent Signature Date
Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and
all applicable recommendations contained in literature provided by DowElanco:
1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s).
2. monitor those Stations for twelve months from the date hereof;
3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and
4. during those years, Inform the Customer of:
a. any new or increased termite activity noted at the Stations
b. any addition or. removal of Recruit* of Recruit* termite bait; and
C. any observed 'effect of the Sentrlcon* Colony Elimination System (Sentricon) on termite activity.
The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon
Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions of this
agreement for per quarter (3mo period) payable on or before the end of the previous monitoring period. After
the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10%
per year.
The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the areas)
baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water.
under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of and
eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or under
the areas) batted. 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. Failure
of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph.
DISCLAIMER: COMPAN, DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED;
INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRA.INTES. OF
MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE.
FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR
SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY.
Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic,
compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and In noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed.
ands And Agrees lt is the ity f till
SENSITIVITY/PHYSICAL FACTORS: Customer
ants of consult a physician if necessary regardingilAnyoaffecta he Property treatment
guests, and/or other temporary or permanent occupants days rior to treatment regarding any allergy or
may have and (2)it Is their responsibility to notify Apex in writing not Less than two (2) Y P
sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or
techniques utilized by Apex.
GENERAL TERMS AND CONDITIONSB,,, specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract an
apply without exception. COMPONENTS- The
I. DOWELANCO OWNERSHIP OF EeIAnd
dNwI1S1remain to property of DowElanco. The Customerstomer thassnohrinents
ghtstto
Anyofthe C the
Sentricon *
System (Components) Components, andthePurchasermaynotafter, remove, or modify the components In any way, other than the right to their use as Installed byApexontheCustomer's premises under this agreement. On expiration
or termination of this Agreement, Apex and DowElanco or Its representative are Appropriate sp
the Customer
to retrieve from
the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3• re
Apex,
for
whatever reason, ceases to represoffer ent or
to
be authorized to represent, the Sentricon* System of a. rm Apex
will: (
1)
so notify t Customer; 2Convent onal "itquidr the ibarrler'emethos of tdeof termite control r using R
different may nottoffertanreffecttive or discontinuing the
r P(ay not be Ifferent means of controlling
certain termite Infestations of certain structures. In such evetP(3)lf the Able to andfApex (Parties)
form of
termite protection,
and therefore may have to discontinue the relationship.); ve the Customer creditfo
agree on use of
a different discontinue of ter iterelationship,
protection,
tection,gif Apexcannotoffer An effective different form of termite protectior service paid for butnotyetreceived;- n, the Customer elects
to
refund to the Customeranamountequalto the fee paid for services not yet received, andt(S)retrieve, or advise Dow Elnnco'or to retrieve, the ComponentsfromtheCustomer's premises; and ieval of DowElanco or Its representativereasonableaccesstothepremisesfortheretritsrepresentativeswhererantApexandthe
Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue b. the Customer will; (1)gthis relationship. NS This Agreement covers
the Structure(s) Identified herein as of the date of the Initial installation. ADDITIONS AND/OR ALTERATIO Priorto; (I)the Structure(
s) being structurally soil remomddified, Altered, o or
added around the foundation,
tlonise g ored o(4) anytmperringofbalingequipmentorsuppliesuppliesthelocationofanyStation,
m (3) occurs, the Customer
will
ImmediatelynotifyApexInwriting. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of
any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and
adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apexwillexerciseduecarewhileperforminganywork 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 performedexceptthosedamagesresultingfromgrossnegligenceonthepartofApex. PAYMENTMEFAULT. All payments due pursuant
to this Agreement shall be made at the Apex Corporate Headquarters located in Nterritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may N.•ithout notice, terminate thisAgreementandpursueallotheravnilableremedies, which shall be cumul'ative, and (2) Interest shall accrue at the highest rate allowed bylawduringtheperiodofanydelinquency, and (3) Customer agrees to pay nil costs and attorneys fees Incurred by Apex, whether or not suit
is brought. VENUE/SEVERABILITY. Venue for anyandalllegal proceedings shall be In Brevard County, Florida. If any part of this Agreement Is held to be Invalid orunenforceableforanyreason, 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 fuel/or materials, sttikes, embargoes, fires, floods, hurricanes, storms,
quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any llablllty for
special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage
resulting from water leakage; (2)termite damage resulting from masonry failure or grade niterations; 3)termite damage resulting from
direct wood to soil contact; (4)furniture and contents; (S)nreas of existing damage unless Areas have been repaired by Customer's evidence
of receipts. ARBITRATION. Not withstanding any provision
contained herein regarding litigation, in the event of any dispute Arising hereunder, Customer agrees to submit the
dispute to the least expensive procedure of arbitration In accordance with the rules And procedures for commercial arbitratlon of the American
Arbitration Association or any successor organization, and In Accordance with And subject to all'the provisions of the Uniform Arbitration
Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. The proceeding shall be governed by
one arbitrator, and the location of arbitratlon will be Brevard County, Florida at the offices of Apex or Its designee. The arbitrator will have
the complete power to determine all issues of fact rind law, and any determinatlon of the Arbitrators will be final and conclusive, and
binding on both parties. Customer Agrees that Any such arbitratlon shall be conducted on An Individual basis, and not A class wide
basis. Apex shall recover all fees, costs, And Attorneys fees Associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement
signed At the time of purchase constitutes the entire Agreement between the parties and no other representations of statements
will be binding on the partles. REFUNDS. Apex At Any time
on or After 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and be relieved of Any Ilnbillty hereunder
If Apex determines, In Its sole discretion, that It Is unable to prevent or stop further damage to Property from subterranean termite activity. Partial
refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO
PROPERTY. Any claims under the terms of this Agreement must be made immediately in writing to The Apex Corporate Office. Apex
Is only obligated to perform under this Agreement if the Customer allows Apex Access to the Identified Property for any purpose contemplated
by this Agreement, Including but not limited to re -Inspection, whether the Inspection was requested by the Customer or considered
necessary by Apex. LIMITED ASSIGNABILITY. Th's Agreement
is assignable by Customer for a period of I (one) year from its effective date. After this Initial 12 (twelve) month period,
Customer may transfer or assign this Agreement with a M transfer fee payable to Apex within 30 thirty) days of the transferofthetreatedProperty. Trademark of DowElanco Brevard Area
Orlando Area Tampa/
Sarasota Area 508 S Piumosa St: 7006
Stapotnt Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Wittterpark, FL 32792 Tampa, FL 33510 407-459-2847 407.858-
0540 813.221-2847 800-929-2847 888-764.2847 877-459.2847
June 9, 2003
Roger Dixon, City Manager
City of Sanford
300 North Park Avenue
Sanford, FL 32771
RE: Estoppel Letter
This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City
of Sanford and as the basis for the issuance of Permit No. for the
following work: Construction of a SFR on Lot 8, Bakers Crossing Phase 2,
302 Clydesdale Cir. Sanford, FL 32773
D.R. Horton Inc., hereinafter referred to as the "Owner", recognizes that issuance of
Permit No. will be made with numerous limitations as more
particularly set forth herein. The Owner recognizes that this approval does not
exempt us from complying with any applicable building codes, land development
regulations, Comprehensive Plan requirements, or exempt our site or buildings from
any applicable development regulations.
By issuing Permit No. , the city does not guarantee approval of any
other development orders or development permits. The Owner acknowledges and
agrees that no Certificate of. Occupancy will be issued by the City for the above
mentioned property until all required land development approvals have been
obtained and all required improvements have been installed, inspected and
authorized for use by the City. The owner hereby grants the City the right to deny
use of the SFR for occupancy until all of the above -referenced project is in
compliance with all applicable development regulations.
The Owner hereby agrees to indemnify and hold the City and it's officers, employees
and agents harmless for any and all losses, damages, injuries and claims in any way
relating, directly or indirectly, to the permitting or construction of the above -
referenced project or the issuance of Permit No. . The owner also
agrees to the following as additional conditions for Permit No.
6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228
D--=
lo.d
e
Roger Dixon, City Manager
The Owner hereby agrees to disclose the contents of this document to any and all of
our successors in interest, contractors, sub -contractors and agents. The
undersigned further warrants that he or she is authorized to bind the Owner and has
been duly authorized to sign this documents.
I
Signature
Patricia Coulton
Printed/ Typed Name
711.Wll'
Signature
Medalid Jorge
Printed/ Typed Name
STATE OF FLORIDA
COUNTY OF ORANGE
Ow r)
dAl -
Signature
Robert A. Lawson
Printed / typed Name
Assistant Secretary
Title
The foregoing instrument was acknowledged before me this 6th day of June, 2003
by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is
ersonally known to or who produced their lluridg Slate joenfification.
OFFICIAL NOTARYSEAL
PATRICIA COULTON
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. DD134330
MY COMMISSION EXP. JULY 26,2006
Notary Signature Notary Stamp
6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228
1
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 2879 4MMM Builder: DR HORTON
Address: SO'OL LtV-CJPermitting Office: City,
StateSos-y t, j tVL Permit Number: Owner:
D. Z . V .-VW Jurisdiction Number: Climate
Zone: Central 1.
New construction or existing 2.
Single family or multi -family 3.
Number of units, if multi -family 4.
Number of Bedrooms 5.
Is this a worst case? 6.
Conditioned floor area (ft2) 7.
Glass area & type a.
Clear - single pane b.
Clear - double pane c.
Tint/other SHGC - single pane d.
Tint/other SHGC - double pane I.
Floor types a.
Slab -On -Grade Edge Insufation b.
Raised Wood, Adjacent c.
N/A 9.
Wall types a.
Concrete, hit 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.
0 112 _ a. Electric Heat Pump 0.
0 ft2 _ 0.
0 ft2 b. N/A Cap:
60.0 kBtu/hr _ SEER:
12.05 Cap:
60.0 kBtu/hr _ HSPF:
8.25 _ R=
5.0, 113.0(p) ft _ c. N/A _ R=
11.0, 460.0ft2 14.
Hot water systems a.
Electric Resistance Cap: 50.0 gallons _ R=
3.0,1876.0 ft2 _ EF: 0.86 _ R=
11.0, 785.0 112 _ b. N/A _ R=
11.0, 622.0 ft2 c.
Conservation credits _ HR-
Heat recovery, Solar DHP-
Dedicated heat pump) R=
19.0, 2091.0 112 _ 15. HVAC credits PT, _ CF-
Ceiling fan, CV -Cross ventilation, HF-
Whole house fan, PT -
Programmable Thermostat, Sup.
R=6.0, 320.0 ft _ MZ-C-Multizone cooling, MZ-
H-Multizone heating) Glass/
Floor Area: 0.11 Total as -built points: 33937 PASS Totalbasepoints: 38807 I
hereby certify that the plans and specifications covered by
this calculation are in compliance with the Florida Energy
Code. PREPARED
BY: Q 6 DATE:
03.02 I
hereby certify that this building, as designed, is in compliance
with the Florida Energy Code. OWNER/
AGENT: I.- ela, DATE:
Review
of the plans and specifications
covered by this calculation
indicates compliance with
the Florida Energy Code. Before
construction is completed this
building will be inspected for compliance
with Section 553.908 Florida
Statutes. BUILDING
OFFICIAL: DATE:
EnergyGauge® (
Version: FLRCSB v3.2)
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE I AS -BUILT
GLASS TYPES
18 X Conditioned X BSPM =
Floor Area
Points
Type/SC
Overhang
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
Ift 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 I 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 1 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 Type1 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 1 As -Built Total:
FLOOR TYPES Area X BSPM = Points Type
Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation1Raised460.0 3.43 1577.8 Raised Wood, Adjacent
Base Total: 7079.2 1 As -Built Total:
2091.0 5896.61
R-Value Area X SPM = Points
5.0 173.0(p -31.70-5484.1
11.0 460.0 1.80 828.0
633.0 4656.1
EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2
v
IFORM 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
r 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
18544.5
18544.5
w
EnergyGaugeT"' DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , 1 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, E.\derior 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 EnergyGauge®/FlaRES'2001 FLRCSB 0.2
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 4867.6
10832.4
10832.4
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
EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeORaRES'2001 FLRCSB v3.2
IN
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5
As -Built Total: 10494.5
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
23683 4868 10.256 38807 18544 4898:• 10495 33937
PASS
EnergyGauge"' DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.2
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .fl. window area• .5 cfm/s .ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8' sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the Derimeter. 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.
6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker electric or cutoff as must be provided. External or built-in heat trap required.
Swimming Pools & Spas 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 system.
Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2
t
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 of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft2)
7. Glass area & type
a. Clear - single pane
b. Clear -double pane
c. Tint/other SHGC - single pane
t 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 _
1
a. Central Unit
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 ft2 _
R=11.0, 785.0 112 _ b. N/A
R=11.0, 622.0 ft2 _
c. Conservation credits
HR-Heat recovery, Solar
DHP-Dedicated heat pump)
R=19.0, 2091.0 ft2 _ 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: 0jfe pl- Date:
Address of New Home: SDP- C"SpI14 LE-: Qr2 . City/FL Zip: 5NtJ. 'PL, 32 7'7t3
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. /fyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTudesignation),
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.ucf edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 8501487-1824.
EnergyGauge® (Version: FLRCSB v3.2)
4
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED
10-3-97
109 COMMERCE STREET. LAKE MARY. FL 32746.6206 Phone: (407) 831-2665
Proiect h1formation
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 (ft2) 2872 2872
Volume (ft3) 22976 22976
Air changes/hour 0.70 0.40
Equiv. AVF (cfm) 269 153
Heating Equipment Summary
Make TRANE
Trade
Efficiency
Heating input
Heating output
Heating temp rise
Actual heating fan
Heating air flow factor
Space thermostat
8.4 HSPF
0 Btuh @ 47°F
0 OF
0 cfm
0.000 cfm/Btuh
Summer Design Conditions
Outside db 93 OF
Inside db 75 OF
Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 43 gr/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
sold4talic values have been manually ovenldden
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 %
wrtaghtsoft Right -Suite Residential" 5.0.64 RSR26015 2002-Feb-28 13:29:06
ACCA E:1Files\drhonon\2879\2879REVD.rsr Page 1
i
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 x 269 cfm x 32 OF Winter TD = 9454 Btuh
3. Winter infiltration HTM
9454 Btuh / 355 ft2 Total window = 26.6 Btuh/ft2
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.40 ach x 22976 ft3 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 grAb moist.diff: - x" 153 cfm = - 4526 Btuh
rroceaure u - tqulpment sizing t-oaas
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 grAb 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
Boldltalic values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
z wr-i0htsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-28 13:29:06
ACCA E:%FilestdrhortoM2879%2879REVD.rsr Page 1
RIGHT-J WINDOW DATA
m
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 S1 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
ME&
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 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 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6
1
wrightsoft Right -Suite Residential ^' 5.0.64 RSR26015 2002-Feb-28 13:29:06
4CC(\ E:1Filesldrhorton1287912879REVD.rsr Page 1
BEDRM 4
a n sw b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 15.0
BEDRM 3
a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0
1.9
Nut
wrig htsoft Right -Suite Residential- 5.0.64 RSR26015 2002 Fe 28 13:2s:06
ACC.p, E:WilesWrhortont2879t2879REVD.rsr i Page 2
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-9.
109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
MANUAL J: rth LO.
1 Name of room Entire House Ll%'/DIN/FOY LAUNDRY RM WIC
2 Length of exposed wall 314.5 ft 61.5 ft 11.0 ft 19.0 It
3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 It
4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Bluh)
EXPOSURE NO. Htg Clg ft') Htg Clg ft') Htg I CIg ft') Htg Clg ft') Htg Clg
5 Gross a 14B 4.6 2.1 1028 234 0 88
Exposed b 12C 2.9 1.9 1000 1A 0 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
f0.0 0.0 0 0 0 0
6 Windows and a 1C 37.0 264 9757 71 2624 0 0 0 0
glass doors b 8C 37.0 53 1959 0 0 0 0 0 0
Heating c 9C 38.7 0 0 0 0 0 0 0 0
d 0.0 0 0 0 0 0 0 0 0
e 0.0 0 0 0 0 0 0 0 0
f 0.0 0 0 0 0 0 0 0 0
7 Windows and North 27.6 9 261 0 0 0 0 0 0
glass doors NE/NW 51.4 88 4525 48 2259 0 0 0 0
Cooling E/W 0.0 0 0 0 0 0 0 0 0
SE/SW 54.3 220 11927 23 1090 0 0 0 0
South 0.0 0 0 0 0 0 0 0 0
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 43 138 93 0 0 0 0 0 0
walls and c 13C 3.2 1.2 534 1662 625 141 454 168 70 221 82 64 202 75
partitions d 0.0 0.0 0 0 0 1) 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 1) 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 6': 807 0 11 144 0 19 249 0
Note: room b 198 1.3 0.0 460 589 0 l 0 0 0 0 0 0 0 0
perimeter c 19G 1.1 0.0 0 0 0 1 0 0 0 0 0 0 0 0
is displ. d 0.0 0.0 0 0 0 1 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 26.6 8.6 355 9454 3039 91 2424 779 18 4791 154 0 0 0
13 Subtotal loss=6+8..+11+12 37246 8592 1184 856
Less external heating 0 0 0 0
Less transfer 0 0 0 0
14 Duct loss 10°/ 3725 10°i 859 10% 118 10°/ 86
15 Total loss = 13+14 40970 9451 1302 942
16 Int. gains: People Q 300 5 1500 0 0 0 0 0 0
Appl. Q 1200 2 1800 0 0 1 600 0 0
17 Subtot RSH gain=7+8..+12+16 32337 6052 1065 256
Less external cooling 0 0 0 0
Less transfer 0 0 0 0
18 Duct gain 10°/ 3234 10°/ 605 too/ 107 10°/ 26
19 Total RSH gain=(17+18)'PLF 1.00 35571 1.00 6657 1.00 1172 1.00 282
1201 Air required (cfm) I 1 0 1933 0 362 0 64 1 0 15
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrraghtsOft Right -Suite Residential^' 5.0.64 RSR26015 2002-Feb-28 13:29:06
MCA E:1FilestdrhortoM2879t2879REVD.rsr Page 1
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CON DITIONING,R
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Job: 2879 MODEL REVISED 10-3-9.7
MANUAL J: rtn to.
1 Name of room SITTING RM W\STER BATH MASTER BEDRM MASTER HALL BATH
2 Length of exposed wall 10.0 It 11.0 ft 13.0 It 0.0 It
3 Room dimensions 10.0 x 10.0 It 10.0 x 11.0 It 13.0 x 21.0 ft 6.0 x 5.0 ft
4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 It heat/cool 8.0 ft heat/cool 8.0 ft heat/cool
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE NO. Htg Clg ft') Htg Clg fl') Htg I Clg 111) Hig Clg ft') Htg Clg
5 Gross a 14B 4.6 2.1 80 88 104 0
Exposed b 12C 2.9 1.9 0 0 0 0
walls and c 13C 3.2 1.2 0 0 0 0
partitions d 0.0 0.0 0 0 0 0
e 0.0 0.0 0 0 0 0
0.0 0.0 0 0 0 0
6 Windows and a 1C 37.0 16 591 16 591 16 591 0 0
glass doors b 8C 37.0 0 0 0 0 0 0 0 0
Heating c 9C 38.7 0 0 0 0 0 0 0 0
d 0.0 0 0 0 0 0 0 0 0
e 0.0 0 0 0 0 0 0 0 0
If 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
Horn 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 1) 0 0 0 0 0 0 0 0
11 Floors a 228 13.1 0.0 10 131 0 111 144 0 13 171 0 0 0 0
Note: room b 19B 1.3 0.0 0 0 0 1) 0 0 0 0 0 0 0 0
perimeter c 19G 1.1 0.0 0 0 0 1) 0 0 0 0 0 0 0 0
is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
floors) 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 26.6 8.6 16 426 137 1Ei 426 137 16 426 137 0 01 0
13 Subtotal loss=6+8..+11+12 1444 1494 1594 0
Less external heating 0 0 0 0
Less transfer 0 0 0 0
14 Dud loss 10°/ 144 101' 149 10% 159 10°/ 0
15 Total loss = 13+14 1588 1643 1753 0
16 Int. gains: People @ 300 0 0 0 0 1 300 0 0
Appl. @ 1200 0 0 0 0 0 0 0 0
17 Subtot RSH gain=7+8..+12+16 1027 1044 1377 0
Less external cooling 0 0 0 0
Less transfer 0 0 0 0
18 Duct gain 10 °/ 103 10 °% 104 10% 138 1109 0
19 Total RSH gain=(17+18)•PLF 1.00 1130 1.00 1148 1.00 1514 1.00 1 0
20 Air required (cfm) 0 61 0 62 0 82 0 0
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
Right -Suite ResidentialT" 5.0.64 RSR26015 2002-Feb-28 13:29:06
ACC E:1Filesldrhorton12879\2879REVO.rsr Page 2
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CON131TIONING,R
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Job: 2879 MODEL REVISED 10-3-97
MANUAL J: rlh Ed.
1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RM
2 Length of exposed wall 36.0 ft 12.0 it 28.0 ft 11.0 it
3 Room dimensions 17.0 x 19.0 it 12.0 x 17.0 It 16.0 x 12.0 ft 11.0 x 13.0 It
4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 It heat/cool 8.0 ft heat/cool 8.0 ft heat/cool
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE NO. Htg Clg ft') Htg Clg it') Htg Clg ft') Htg Clg ft') Htg Clg
5 Gross a 14B 4.6 2.1 288 96 0 "" 0
Exposed b 12C 2.9 1.9 64 0 96 0
walls and c 13C 3.2 1.2 0 0 128 88
partitions d 0.0 0.0 0 0 0 0
e 0.0 0.0 0 0 0 0
f0.0 0.0 0 0 0 0
6 Windows and a 1C 37.0 0 0 10 370 15 554 0 0
glass doors b 8C 37.0 53 1959 0 0 0 0 0 0
Heating c 9C 38.7 0 0- 0 0- 0 0- 0 0
d 0.0 0 0 0 0- 0 0- 0 0
e 0.0 0 0 0 0- 0 0- 0 0
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 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 01 0 0 0 0 0 0
8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0
b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0
exposed b 12C 2.9 1.9 64 184 124 0 0 0 81 233 157 0 0. 0
walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103
partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16D 1.7 2.2 323 548 719 20-1 346 454 192 326 427 143 243 318
b 0.0 0.0 0 0 0 t) 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 q 0 0 0 0 0 0 0 0
d 0.0 0.0 0 0 0 D 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0
Note: room b 19B 1.3 0.0 0 0 0 I 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 dispi. 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 26.61 8.6 53 1411 454 10 266 86 15 3991
128T572
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 52
15 Total loss = 13+14 6223 1689 2108 572
16 Int. gains: People Q 300 4 1200 0 0 0 0""0
Appl. Q 1200 0 0 1 1200 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" 42
19 Total RSH gain=(17+18)'PLF 1.00""6043 100 2542 1.00 1731•..46320Airrequired (cfm) 0 3280 138....940 25
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrta9F7t501"C Right -Suite Residential^' 5.0.64 RSR26015 2002-Feb-28 13:29:06
E:lFilesldrhorton1287912879REVD.rsr Page 3
RIGHT-J WORKSHEET0EntireHouse
DEL AIR HEATING,AIR CONIDITIONING,R
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Job: 2879 MODEL REVISED 10-3-97
MANUAL J: /th Ed.
1 Name of room ACTIVITY RM BE:DRM 4 BEDRM 3
2 Length of exposed wall 59.0 h 15.0 ft 28.0 It
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 It heal/cool 8.0 h heat/cool 8.0 h heat/cool
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area
EXPOSURE NO. Htg Clg h') Htg Clg ft') Htg I Clg ft') Htg Clg Htg Clg
5 Gross a 14B 4.6 2.1 0 0 0
Exposed b 12C 2.9 1.9 432 120 224
walls and c 13C 3.2 1.2 40 0 0
partitions d 0.0 0.0 0 0 0
e 0.0 0.0 0 0 0
f0.0 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
d 0.0 0 0 0 0 0 0
e 0.0 0 0 0 0 0 0
f 0.0 0 0 0 0 0 0
7 Windows and North 27.6 8 222 2 39 0 0
glass doors NE/NW 51.4 30 1872 0 0 0 0
Cooling E/W 0.0 0 0 0 0 0 0
SE/SW 54.3 52 4006 3 621 15 711
South 0.0 0 0 0 0 0 0
Horz 0.0 0 0 0 0 0 0
8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0
b 0.0 0.0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0
9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0
exposed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406
walls and c 13C 3.2 1.2 40 126 47 0 0 0 0 0 0
partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427
b 0.0 0.0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0
d 0.0 0.0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0
11 Floors a 22B 13.1 0.0 59 774 0 0 0 0 0 0 0
Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0
perimeter c 19G 1.1 0.0 0 0 0 o 0 0 0 0 0
is displ. d 0.0 0.0 0 0 0 t) 0 0 0 0 0
for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0
floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0
12 Infiltration a 26.6 8.6 90 2397 770 1;i 399 128 151 399 128
13 Subtotal loss=6+8..+11+12 9062 1511 1881
Less external heating 0 0 0
Less transfer 0 0 0
14 Duct loss 1 / 1 ° 151 10% 188
15 Total loss = 13+14 9968 1662 2070
16 Int. gains: People Q 300 0 0 0 0 0 0
Appl. Q 1200 0 0 0 0 0 0
17 Subtot RSH gain=7+8..+12+16 8718 1326 1673
Less external cooling 0 0 0
Less transfer 0 0 0
18 Dud gain 10°/ 872 10°i 133 10°/ 167
19 Total RSH gain=(17+18)'PLF 1.00 9590 1.00 1459 1.00 1640
20 Air required (cfm) 0 521 0 79 0 100
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
zt Right -Suite Residential"' 5.0.64 RSR26015 2002-Feb-28 13:29:06
A( --CA E:1Filesldrhortont2879\2879REVD.rsr Page 4
both duct
teat Cap
fan
3' both duct
to roof cap
duct
cap
A/C SLAB
2 MIN
I WALL
duct
ap
Must have a nIninun clewancv of 4 Inches around the alr handler per the State Emrgy cafe. All duct has an r=6 tsulotbn value.
cnZ m T
O_
CDN
O
Ql \
lu
LuOf
N
O LJ
CC r
O
2 \
0 0ll
cl r (U 2
00 \
fa fU N m
Rating ZO i
N m
W > Z
z o w 3
J Q F— m C
J O Q m
MiTek'
January 27, 2003
MiTek Industries Inc.
16472 Segovia Circle North
Pembroke Pines, Fl. 33331.4627
USA
Fax (954) 680 4395
The truss drawings referenced below, have been prepared under my direct supervision based
on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software.
Pages or sheets covered by this seal : I4421339 thru I4421366. Total : 28 drawings.
Job :DR2879D
Builder D.R. HORTON
Location :BAKERS CROSSING, LOT 8
County :SEM I.NOLE
Truss Engineer :Junaidie Budiman, PE # 45161.
Address :16472 Segovia Circle North
Pembroke Pines, FL 33331-4627.
This serves as the cover sheet in conformance to Chapter 61 G 15-31 Section 003 of the
Florida Board of Professional Regulation.
This package include:
44,W-
Junaidie Budiman, PE
1) 28 Truss drawing.
2) Truss Index.
January 27, 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 DR2879D
Trusses included=28
0,'\DR2879D\a.tre" 14421339
1,"\DR2879D\all.tre" 14421340
2,'\DR2879D\a7.tre" 14421341
3,'\DR2879D\a9.tre" 14421342
4,'\DR2879D\agab.tre" 14421343
5,'\DR2879D\b1.tre" 14421344
6,'\DR2879D\bgab.tre" 14421345
7,"\DR28790iftab2.tre" 14421346
8,'\DR2879D\c.tre" 14421347
9,'\DR2879D\cgab.tre" 14421348
10,'\DR2879D\d.tre" 14421349
11,'\DR2879D\dgab.tre" 14421350
12,"\DR2879D\dgab2.tre" 14421351
13,'\DR2879D\e.tre" 14421352
14,"\DR2879D\e1.tre" 14421353
15,"\DR2879D\f19.tre" 14421354
16,"\DR2879D\f22.tre" 14421355
17,'\DR2879D\f22a.tre" 14421356
18,"\DR2879D\f23.tre" 14421357
19,'\DR2879D\fg.tre" 14421358
20,"\DR2879D\j.tre" 14421359
21,"\DR2879D\k.tre" 14421360
22,"\DR2879D\k1,tre" 14421361
23,'\DR2879D\I,tre" 14421362
24,'\DR2879D\11.tre" 14421363
25,"\DR2879D\nrTAre" 14421364
26,"\DR2879D\rn1.tre" 14421365
27,"\DR2879D\s.tre" 14421366
t :
No. 4y.5161 ,
t
A
0— 4TATE OF
January 27, 2003
AwARmNo - ver yk design pamnsetere and Rmw Noss ON rins AND Remitim ands BaroRa use.
Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer • not truss
designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibility of the erector. Additional permanent bracing of the overall structure is tire responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult O:T•88 Quality Standard, DSR-89 Bracing Specification, and HIB•91
Handling Installlnq and Bracing Recommendatlon available from Truss Plate Institute, 693 D'Onoftlo Drive. Madison, W15371 V. MiTek•
PLATE LOCATION AND ORIENTATION
Failure to Follow Could Cause Property
t3/4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
1. Provide copies of this truss design to the
securely seat. building designer, erection supervisor, property
1
8
J2 J3 J4
TOP CHORDS
owner and all other interested parties..
c2 r3 2. Cut members to bear tightly against each
other.
0
o¢ WEBS
J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate o a:joint
O
and embed fully. Avoid knots and wane
at joint locations.
plates/a" from outside edge of a
truss and vertical web. a 4P Unlessotherwisenoted, locate chord i
CA , o
at /4 panel length(+ 6" from adjacent joint.) This
symbol indicates the BOTTOM
CHORDS 5. Unless otherwise noted, moisture content of required
direction of slots in Jt
J8 J7 J6 lumber shall not exceed 19%at time of connector
plates. fabrication.
JOINTS
AND CHORDS ARE NUMBERED CLOCKWISE For
tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/
Gang-Nall Joint/Plate Placement Chart. FARTHEST
TO THE LEFT. WEBS
ARE NUMBERED FROM LEFT TO RIGHT. PLATE
SIZE The
first dimension is the width CONNECTOR PLATE CODE APPROVALS 4
X 4 perpendicular to slots. Second dimension
is the length parallel to
slots. BOCA 86-93, 85-75, 91-28 LATERAL
BRACING HUD/FHA TCB 17.08 Indicates
location of required continuous
lateral bracing. ICBO 1591, 1329, 4922 SBCCI
87206, 86217, 9190 WISC/
DILHR 870040-N, 930013-N, 910080-N BEARING
Indicates
location of joints at which
bearings (supports) occur. MI
MiTeko
OW
PANEL
TM
CLIP
FORM018.
019 GANG -NAM W HYDRD,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.
15.
Care should be exercised In handling, erection
and installation of trusses. 1993
Mitek Holdings, Inc.
lob Truss Truss Type City Ply HORTON
14421339
D)22879D A ROOF TRUSS 19 1
optional)
ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:21 2003 Page 1
6-0-12 VI-7-0 17-1.4
1 23-2-0
1 1 1
1.0-0 B-0-12 5-ed 5-64 6-0-12
Scale • 1:39,9
44 _
4
9.r10 F,z
2a4 \\ 2.4
3
5
8
2
1 la
3.4 =
9 7
3.4 =
3a4 = 54 =
7-10-13 -,5.3-3 23-2-0
i i
7-10-13 7-4-5 7-10,43
late Offsets (X,Y): [7:0-3-0,0-3-01
LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 >999
BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a
BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 105 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 6=1078/0-1-8, 2=1169/0-4-0
Max Horz 2= 1 97(load case 4)
Max Uplift6=-605(load case 5). 2=-699(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 4-5=-1485, 5.6=-1713
BOT CHORD 2-8=1507, 7-8=1037, 6-7=1525
WEBS 3-8=-351, 4-8=529, 4-7=546, 5-7=-367
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 6 and 699 lb uplift at joint
2.
5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. C f 1••i•J.,`,
LOAD CASE(S) Standard .• '
G3
ILF/c,;. ,y
r
t .
No. 4.5161
STATE OFO.c w ,"''c2
er•M ss.,o a oe
ANAL
A WARNING - DerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE.
Deslgn valid for use only with MITek connectors. This design b based only upon parameters shown, and b for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss
designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent brbcing of the overall structure Is tho responsibility of the building designer. For general guidance
regarding tobrlcatlan, quality controL storage, delivery, erection and bracing, consult OST-88 Quality Standard, 0SB-89 Bracing Specification, and HIB-91
Handling Instollina and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t'A *Center plate on joint unless Damage or Personal Injury
dimensions indicate, otherwise.
Dimensions are in inches. Apply l . Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each
c c
other.
0 WEBSo` 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate Q
c oI joint and embed fully. Avoid knots and wane
at joint locations.
plates/a" from outside edge of a
truss and vertical web. a 4. Unless otherwise noted, locate chords laces
at /4 length(+ 6" from PceC, uo panel adjacent joint.)
BOTTOM CHORDS
This symbol indicates the 5. Unless otherwise noted, moisture content of
required direction of slots in
Jt J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and
MITek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST To THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead toad deflection.
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width
4 X 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
perpendicular slots. in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28
10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15, Care should be exercised in handling,
PANEL
TM erection and installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORM016,019 HYDRO -AIR 0
Sob Truss Truss Type City I Ply HORTON
14421340
D)t2879D All ROOF TRUSS 1 1
optional)
ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1
r -1.0.0 5-9-4 11-0.0 12-2-0 , 17-4-12 1 23-2-0
1 Ir1
1.0.0 5.9-4 5-2-12 1-2-0 5.2.12 5.9.4
Scale • 1:40.1
44 ==
44 =
4 5
6.00 F12
3.4 i 30
3
6
d
7
2
ITIlg
3. =
I +0 e 8
3.6 =
2x4 I I 3x4 = 5.6 = 2x4 II
5.9.4 If-" 1::-2-0 17.4-12 23-2-0
5-94 52-12 1-2-0 5-2-12 5.9-4
elate Offsets (X,Y): [9:0-3-0,0-3-01
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deFl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.45 Vert(LL) 0.09 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 Cade FBC2001 Matrix) 1 st LC LL Min Vdefl = 480 Weight: 116 lb
LUMBER 13RACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc pudins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 7=1071/0-4-0, 2=1167/0-4-0
Max Horz 2= 1 89(load case 4)
Max Uplift7=-595(load case 5), 2=-694(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 (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially,MWFRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 595 lb uplift at joint 7 and 694 lb uplift at joint
2.
5) Truss Engineer. Junaidie Budiman• PEtf45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 1133
LOAD CASE(S) Standard •
L•!•.'
No, 4 5161
e
e
4TATE OF •d L
O R
Q L
AWARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE.
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporatlon of component is responslblBty of building designer - not truss
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibility of the erector. Additional permanent bracing of the overall structure is tho responsibility of the building designer. For general guidance
regarding fabrication, quality control storage, delivery, erection and bracing, consu" OST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 MiTek® Handling Installlno and Bracing RecommendR aflonavallabiefromTrussate Institute.59O 3 D•noflla Drive. Madison, Wl53719.
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 Injurydimensionsindicate. otherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each
c c
other.
Q WEBS
J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate i , ; ; Q
o ' o_
joint and embed fully. Avoid knots and wane
at joint locations.
plates/e" from outside edge of a 7
truss and vertical web. a
o
4. Unless otherwise noted, locate chords lacesP
at I/4 length(' 6" fromFt- CIO C, panel adjacent joint.)
BOTTOM CHORDS
This symbol indicates the
5. Unless otherwise noted, moisture content of
required direction of slots in
Jt J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and
MtTek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection.
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width
4 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
X perpendicular slots. in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28
10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised in handling,
So TM
PANEL
erection and installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORM018.019 onNa-tiNL ® HYDR04IRO •,+
Job Truss Truss Type Qty Ply HORTON
14421341
DIR2879D A7 ROOF TRUSS 1 1
o tional
ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1
3.9-4 7-0-0 l 11-7-0 16-2-0 19-4-12 23-2-0ilII l
1-0.0 3.9-4 3.2-12 4-7-0 4-7-0 3-2-12 3.9.4
Scale -1:40,0
SA =
4 5 e
e.00 F12
u4 c
2.4
3
r
e
e
2
la
3's =
1n to a
NO _
3.4 = 5.8 = 3.4 =
7-0-0 11-7-0 16-2-0 23-2-0
7-0-0 4-7-0 4-7-0 7-0.0
late Offsets X,Y : 2:0-8-0 0-0-0 4:0-1-12 0-2-12 6:0-1-12 0-2-12 8:0-8-00- 6 10 0-4-00-3-0 LOADING (psf)
SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.
0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.25 10 >999 MII20 249/190 TCDL 7.
0 Lumber Increase 1.33 BC 0.92 Vert(rL) -0.28 10-11 >992 BCLL 0.
0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.11 8 n/a BCDL 10.
0 Code FBC2001 1st LC LL Min Well = 480 Weight: 121 lb LUMBER BRACING
TOP CHORD
2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-1-6 oc purfins. 4-6
2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing. BOT CHORD
2 X 4 SYP No.2D WEBS 2
X 4 SYP No.3 REACTIONS (lb/
size) 8=2140/0-4-0, 2=2231/0-4-0 Max Horz
2= 1 35(load case 4) Max Uplift8=-
1472(load case 5), 2=-1568(load case 4) FORCES (lb) -
First Load Case Only TOP CHORD
1-2=17, 2-3=-4117, 3-4=-0944, 45=-4197, 5-6=-4197, 6-7=-0944, 7-8=-4117 BOT CHORD
2-11=3630, 10-11=3575, 9-10=3575, 8-9=3630 WEBS 3-
11=-100, 4-11=812, 4-10=784, 5-10=-767, 6-10=784, 6-9=812, 7-9=-100 NOTES (7)
1) Unbalanced
roof live loads have been considered for this design. 2) Wind:
ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partiially,MWFRS gable end zone;
cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide
adequate drainage to prevent water ponding. 4) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 1472 lb uplift at joint 8 and 1568 lb uplift at joint 2. \
1 pj 0-0
l rD
5) Girdercarrieshipendwith7endsetbacky [ail r 6)
Specialhanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 528.01b up at 16-2-0, and 603.21b down __\ ..•••••"•••., and 528.
01b up at 7-" on bottom chord. Design for unspecified connection(s) is delegated to the building designer. •`Q W f e.4 •, 7A_ v. 7) TrussEngineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. j G t`• v LOAD CASE(
S) Standard - * No, 4.
5161 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (
plf) Vert: 1-
4=-74.0, 4-6=-154.2. 6-8=-74.0, 2-11=-20.0. 9-11=-41.7, 8-9=-20.0 0 : iAjE OF Concentrated Loads (lb) Vert: 11=-
603.2 9=-003.2 ••. r:` I onra.
AWARNING -
Ver
j& design parameters and RLAD NOTES ON TMS AND REVERSE aME HEPoRE USE. Design valid
for use only with Mlfek connectors. This design Is based only upon parameters shown, and b lot an individual building component to be Installed and
loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing
shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of
the erector. Additional permanent brbcing of the overall structure b the iesponslbUlty of the building designer. Fog general guidance regarding fabrication,
quality control, storage, delivery. erection and bracing, consult QSr-8a Quality Standard, OSS-89 Bracing Spectfloatlon, and NIB-91 Handling Installing
and Bracing Yocommendallon avaUR able from TrussateInstitute, 583 D'Onohlo Drive, Madison, W153719. MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t3/. * Center plate on joint unless Damage or Personal Injury
dimensions indicate otherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, property
securely seat.
A"
J2 J3 J4 owner and all other interested parties..
8 TOP CHORDS
2. Cut members to bear tightly against each
c2 a
other.
o WEBS
JS
Q 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
0
a ,n Q
0
joint and embed fully. Avoid knots and wane
at joint locations. plates I/a" from outside edge of V 0
truss and vertical web.
0
o
4. Unless otherwise noted, locate chordsplices
at I/4 len th 6" fromcewcbpanel adjacent oint. 9 (+ 1 joint.)
BOTTOM CHORDS
This symbol indicates the
5. Unless otherwise noted, moisture content of
required direction of slots in
Jt J8 J7 J6 lumber shall not exceed 19 % at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the
AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and
MRek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
4 X 4 perpendicular to slots. Second in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling Is installed, 4010 unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15, Care should be exercised in handling,
a
PANEL TM
erection and installation of trusses. 1993
Mitek Holdings, Inc. CLIP
FORM016,
019 ago-tiN MYOROtAIIR® 01
i
lob Truss Truss Type Oty Ply HORTON
14421342
D'RI879D A9 ROOF TRUSS 1 1
optional)
ACCUSPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1
4-9-4 e-0-0 14-2-0 18.4-12 1 23-2-0r-00
1.0-0 4-9-4 4-2-12 5-2-0 4-2-12 4-9-4
Scab • 1:40.1
4,
44
4 5
8.00 12
2.4 2n4 4
3
e
a
2
1®=
B 8
1®
3W= 54=
9-0-0 14-2-0 23-2-0
9-0-0 5-2-0 9-0-0
late Offsets X Y : 8:0-3-00-3-0 LOADING(
psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL
30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.24 7-8 >999 M1120 249/190 TCDL
7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.38 7-8 >723 BCLL
0.0 Rep Stress Incr YES WB 0.20 iorz(TL) 0.05 7 n/a BCDL
10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 480 Weight: 101 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 45-7 oc purlins. BOT
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=1071/0-4-0, 2=1167/04-0 Max
Horz 2=163(load case 4) Max
Uplift7=570(load case 5), 2=-670(load case 4) FORCES (
lb) - First Load Case Only TOP
CHORD 1-2=34, 23=-1880, 3-4=-1545, 4-5=-1328, 5-6=-1547, 6-7=-1893 BOT
CHORD 2-9=1621, 8-9=1328, 7-8=1637 WEBS
3-9=341, 4-9=299, 5-8=310, 6-8=360 NOTES (
5) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-98 per FBC2001: 120mph; h=25h; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end
zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3)
Provide adequate drainage to prevent water ponding. 4)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 570 lb uplift at joint 7 and 670 lb uplift at joint 2.
5)
Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. tC br rD GLOAD
CASE(S) Standard ... r•
t :
No. 45161 SPATE
OF A"
ORtOA'//` OVAL
QWwrwrxG -
Ver(& design parameters and READ nrOTZS or THIS AND REVERSE stag BZMRa USE. Design
valid for use only with MRek connectors. this design Is based only upon parameters shown, and Is for an Individual building component to be Installed
and boded vertically. Applicability of design parameters and proper Incoiporaton of component Is iesponslblIlty of building designer - not truss designer.
Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure dabWty during construction Is the responsibility
of the erector. Additional permanent bracing of the overall structure If the iesponsibBity of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling
Installing and Bracing Rocommendatlonb Plate avallabfrom TrussInstitute, 583 D'Onofrb Drive, Madison, WI63719. MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION
Failure to Follow Could Cause Property
11/. * Center plate on joint unless Damage or Personal Injurydimensionsindicate.otlierwise.
Dimensions are in inches. Apply
plates to both sides of truss and
l . Provide copies of this truss design to the
seat. building designer, erection supervisor, property
Allsecurely J2 J3 J4
TOP CHORDS
owner and all other interested parties..
2. Cut members to bear tightly against eacha
other.
Q WEBS
J5
3. Place plates on each face of truss at eachaOFor4x2orientation, locate a ,, Cr joint and embed fully. Avoid knots and wane
at jbint locations.
plates from outside edge of 0. y
truss andd vertical web. a 4. Unless otherwise noted, locate chord sP • splices
I14C, C6
0 at panel length(+ 6" from adjacent joint.)
This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of
required direction of slots in
Jt J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MRek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SI2E
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.
FORM018.019
MiTeko
OfYORMA/R 0.
PANEL
TM
CLIP
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.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job Truss Truss Type Qty Ply HORTON
14421343
DRi879D AGAB ROOF TRUSS 1 1
optional)
ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1
6-0-12 11-7-0 17-1.4 23-2-0
1-0-0 6-0-12 58d 5-64 6-0-12
Scab • 1:39.6
4A _
4
6.6o F7
3
S
8
2
1 a
3a4 =
6 7
3.4 =
U4= 6e=
7-10-13 I5-3-3 23-2-0
7-10-13 7.4-5 7-10-13
Plate Offsets (X,Y): [4:0-2-0,0-0-8], 7:030,0-3-0), (22:0-",0-0-01
LOADING (psf) SPACING 2-" CSI DEFL in (loc} Vdefl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 >999
BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a
BCDL 10.0 Code FBC2001 1st LC ILL Min Vdefl = 480 Weight: 148 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4-7-0 oc puriins.
BOT CHORD 2 X 4 SYP No.2D 130T CHORD Rigid ceiling directly applied or 6-9-5 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
REACTIONS (lb/size) 6=1078/0-1-8, 2=1169/0-4-0
Max Horz2=197(load case 4)
Max Uplift6=-605(load case 5), 2=-099(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=17, 23=-1700, 3-4=-1475, 4-5=-1485, 5-6=-1713
BOT CHORD 2-8=1507, 7-8=1037, 6-7=1525
WEBS 3-8=351, 4-8=529, 4-7=546, 5-7=367
NOTES (8)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupanc/ category 11; exposure B; partially,MWFRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face} see MiTek "Standard Gable
End Detail'
4) All plates are 2x4 M1120 unless otherwise indicated. ` i 5) Gable studs spaced at 2.0-0 oc. 13(j
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. ..• ......
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 8 and 899 lb uplift at joint ' 4 !, 7A. G`Q1
8) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. C
LOAD CASE(S) Standard * ! No. 4.5161
i f r/ S4TATE
S ON00AL
AWARNDYO - Vert& design parranieters and READ NOTES ON Tffi8 AND RE VERSE BIDE BEFORE USE.
Design valid for use only with MiTek connectors. This design h based only upon parameters shown, and is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incotporat'on of component is responsibility of building designer - not truss
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibility of the erector. Additional permanent IoNcing of the overall structure is the responslbUlty of the building designer. For general guidance
regarding fabrication, quallty control. storage, delivery, erection and bracing, consull OST•88 Quality Standard, DSB-89 Bracing Specification, and HIS•91
Handling Installlnq and Bracing Recommendation available from Ttuss Plate Institute, 563 D'Onofrlo Drive, Madison, WI53719. MiTek®
Symbols
PLATE LOCATION AND ORIENTATION
13/1 * Center plate on joint unless
dimensions indicate. otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
A•,
0
For 4 x 2 orientation, locate
0
plates I/8" from outside edge of a
truss and vertical web.
o 0
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MITek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
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.
Mi!
MiTeko
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
l . Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties.,
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
Q joint and embed fully. Avoid knots and wane
o at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 at /4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
PANEL
TM
CLIP
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
FORM018,019 CRAJ%= L ® HY0RO,A1RO
Job Truss Truss Type Oty Ply HORTON
14421344
DRs879D B1 MONO SCISSOR 25 1
optional)
ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:42:50 2003 Page 1
I-1-0-OI 5-9-12 I 11-2:! I 16-10-0
1-0-0 5-9-12 54-6 5-7-14
Scab • 1:49.3
3,01 = 9
5 4
6.00 12
20 II
4
5A 9
3
7
20 II
qq
S 9
axe
3,00 12
n3
2 9
81
S. I
d
3.4
5-9-12 I 11-2-2 16-10-0 18.11.12
r
5-9-12 5.4-6 5.7-14 0-1-12
Plate Offsets (X,Y): [3:0-3-0,0-3-01, [5:033,Edge1, [5:0-2-15,0-1-121, [9:0-3-0,OS-01
LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.13 9 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(fl-) -0.14 8-9 >999
BCLL 0.0 Rep Stress Ina YES WB 0.81 Horz(TL) -0.03 5 n/a
BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 89 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 436 oc pudins, except end verticals.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8
REACTIONS (Ib/size) 5=873/038, 2=872/0-8-0
Max Horz 2=726(load case 4)
Max Uplift5=-707(load case 4); 2=-424(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=15, 23=-1924, 3-4=-1048, 4-5=-1048, 5-6=-23, 5-7=55
BOT CHORD 2-9=1737, 8-9=1734, 7-8=-0
WEBS 3-9=109, 3-8=-747, 4-8=-399, 5.8=1355
NOTES (6)
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft: TCDL=4.2psf; BCDL=5.Opsf, occupancy category 11; exposure B; partially,MWFRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift at joint
2.
4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. `C PS,
fD5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. QG 13 6)
Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 4• / Q!C LOAD
CASE(S) Standard j ' •` (••• No.
4.5161 i
OSTATEOFItANAL
A
WARNING - Verj& design parameters and READ NOTES ON 17M AND RET/ERSE SWE BEFORE USE. Design
valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an IndWuol building component to be Installed
and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibelty of building designer - not truss designer.
Bracing shown b for lateral support of individual web members only. Addltbnal temporary bracing to Insure stability during construction Is the responsibility
of the erector. Additional permanent brbcing of the overall structure Is Ilia responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-fig Bracing Specification, and HIB-91 Handling
Installlnq and Bracing Rocommilin datlon available from Truss Plate institute, $83 D'Onofrb Drive. Madison, WI53719. MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to FOLLOW Could Cause Property
13/1. *Center plate on joint unless Damage or Personal Injury
dimensions indicate otherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat.
4
J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2, Cut members to bear tightly against each
cz w
other.
O WEBS
JS
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate o , ; ; Q
c) O
joint and embed fully. Avoid knots and wane
at joint locations.
plates from outside edge of d V' _
truss andd vertical web. a
O
4. Unless otherwise noted, locate chordsplices I
at /4 panel length(* 6" from adjacent joint.) caC, 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 MRek/
Gang-Nall Joint/Plate Placement Chart. FARTHEST
TO THE LEFT. is the responsibility of truss fabricator. General WEBS
ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE
SIZE 8.
Plate type, size and location dimensions shown
indicate minimum plating requirements. The
first dimension is the width 4
4 to Second CONNECTOR
PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X
perpendicular slots. in all respects, equal to or better than the dimension
is the length parallel grade specified. to
slots. BOCA 86-93, 85-75, 91-28 10.
Top chords must be sheathed or purlins LATERAL
BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates
location of required 11. Bottom chords require lateral bracing at 10 continuous
lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 0$
00
unless
otherwise noted. SBCCI
87206, 86217, 9190 12.
Anchorage and/or load transferring WISC/
DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING
others unless shown. Indicates
location of joints at 13. Do not overload roof or floor trusses with which
bearings (supports) occur. stacks of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional MiTek®
engineer.
15.
Care should be exercised In handling, PI
TM PANEL
erection
and installation of trusses. 1993
Mitek Holdings, Inc. CLIP
FORM016.
019 HYDRO -AIR 0
Job Truss Truss Type Oty Ply HORTON
14421345
DR'879D BGAB MONO SCISSOR 1 1
optional)
ACCU-SPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:43:19 2003 Page 1
r-1-0.Oi 5.9-12 1 11-22 1
16.10-0
1-0-0 59.12 5-4.6 5.7-14
Scab" 1:49.3
3.4 = e
sx6
e
zw It
6.60 F2
2.411
24 II
20 II
4
20 II x II
I I
5 9
2x4 II 3 7
a 11 20 II 2x4 II
11 2x4 2.411
e
3xB
2x4 11
z14 a 3.00 u
2
2x4 II y9
t
3.4
5-9.12 11-2-2 16.10-0 16-11.10
r
5.9.12 5.4-6 5.7-14 0.1-10
elate Offsets Y : 3:0-3-00-3-05:0-3-3,Ed a 5:0-2-12 0-1-13 , 9:0-3-003-0 LOADING(psf) SPACING
2-" CSI DEFL in (loc). Vdefl PLATES GRIP TCLL 30.0
Plates Increase 1.33 TC 0.59 Vert(LL) 0.13 9 >999 M1120 249/190 TCDL 7.0
Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 BCLL 0.0
Rep Stress Incr YES WB 0.81 Horz(Q -0.03 5 n/a BCDL 10.0
Code FBC2001 1st LC LL Min Well = 480 Weight: 107 lb LUMBER. BRACING TOP
CHORD 2
X 4 SYP No.2D TOP CHORD Sheathed or 436 oc purlins, except end verticals. BOT CHORD 2
X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2 X
4 SYP No.3 WEBS 1 Row at midpt 5-8 OTHERS 2 X
4 SYP No.3 REACTIONS (lb/size)
5=873/038, 2=87210-8-0 Max Horz 2=
726(load case 4) Max Uplift5=-707(
load case 4), 2=424(load case 4) FORCES (lb) - First
Load Case Only TOP CHORD 1-
2=15, 2-3=-1924, 3-4=-1048, 4-5=-1048, 5-0=-23, 5-7=55 BOT CHORD 2-
9=1737, 8-9=1734, 7-8=-0 WEBS 3-9=
109. 3.8=-747, 4-8=-399, 5.8=1355 NOTES (8) 1)
Wind: ASCE
7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever
left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed
for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3)
Gable studs
spaced at 2-" oc. 4) Bearing at
joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify iC Dr, capacity of bearingsurface. `9 G 1133 5) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift at joint •" Fla Q 2. 6) Beveledplate
or shim required to provide full bearing surface with truss chord at joint(s) 5. T"•' I 7)
Gap between
inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Y 8) Truss Engineer.
Junaidie Budiman, PE#45161. Address: 18472 Segovia Cir. N., Pembroke Pines, FL 33331. * N0. 4.5161 LOAD CASE(S)
Standard 0 : STATE NAt.
A WARNING -
VorM
design pasamrtem and READ NOTES ON TMS AND RE VERSE SIDE BEFORE USE. Design valid for
use only with Mnek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded
vertically. Applicablilty of design parameters and proper tncoipototlon of component Is responsibility of building designer - not truss designer. Bracing shown
Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the
erector. Additional permanent brbcing of the ovetoll structure is the tesponsib0lty of the building designer. For general guidance regarding fabrication, quaBfy
control, storage, delivery, erection and bracing, consult OST-„ Quality Standard, DSO.89 Bracing Specification. and HIB-91 Handling Installing and
Bracing Recommendation ovatloble from Truss Plote Institute, 593 D'Onofrlo Drive, Madison, WI 53719. MiTek®
Symbols
PLATE LOCATION AND ORIENTATION
t 3/. *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
W„ 'A„
T
0
Q
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 refer to the
MRek/Gang-Nall Joint/Plate Placement Chart.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93. 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217. 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
Mi!
MiTeke
FORM016,019
fit{ @
NMRO-AIR
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
Q joirTt and embed fully. Avoid knots and wane
0 at joint locations.
a
4. Unless otherwise noted, locate chord splices
0 at 1/4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
PANEL
TM
CLIP
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer,
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job Truss Truss Type Oty Ply HORTON
14421346
DR2879D BGAB2 ROOF TRUSS 1 1
optional)
ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1
1-0.01 5.10-6 I 11.2-8 16-10-0 ,
1-0-0 5-10-0 5-4-0 57-8
2.411 Scale: 114••1.
N
2x4 I I
10
20 II
6.00 F12 9
3x4 i
e
2011
7
2x4 Q 2x4 II II 21
2m II 6
5
4 II
24 20
3
11 3 2x4 II x,II
2
1
7x0 0
19 1e 17 to 15 14 13 1
2x4 II 2x4 II 2.411 3x4 = 2" II 2" 11 54 = 34 _
i
8.6-8 16-10-0
8-6-8 8-3-0
late Offsets X Y : 3:0-3-0 0-3-0 13:0-3-00-3-0 LOADING (
psf) SPACING 2-" CSI DEFL in (loc) Vdef1 PLATES GRIP TCLL
30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.07 18-19 >999 M1120 249/190 TCDL
7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 13-14 >999 BCLL
0.0 Rep Stress Ina NO WB 0.33 HOrz(TL) -0.02 12 n/a BCDL
10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 480 Weight: 134 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-9-15 oc pudins, except end verticals. BOT
CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. WEBS
2 X 4 SYP No.3 WEBS 1 Row at midpt 11-12, 8-12 OTHERS
2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 22. 23 REACTIONS (
Ib/size) 12=764/0-1-8, 2=877/0-8-0 Max
Horz 2=708(load case 4) Max
Upliftl2=-664(load case 4j 2=-442(load case 4) FORCES (
lb) - First Load Case Only TOP
CHORD 1-2=35, 2-3=-1210, 3-4=-1136, 4-5=-1034, 5-6=-872, 6-7=-827, 7-8=-795, 8-9=-111. 9-10=-38, 10-11=41, 11-12=-124 BOT
CHORD 2-19=992, 18-19=990, 17-18=990, 16-17=990, 15-16=526, 14-15=526, 13-14=526, 12-13=526 WEBS
5-24=-383, 16-24=-417, 16-23=354. 22-23=424. 8-22=542. 8-21=-736, 20-21=-722, 12-20=-737, 10-20=-94, 13-20=-72, 9-
21=27,14-21=7,15-22=129,7-23=-75,6-24=6,17-24=53,4-18=90.3-19=-56 NOTES (
5) 1)
Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end
zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2)
Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 664 lb uplift at joint 12 and 442 lb uplift at joint p
2. , if- 13 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1;-. 4 5)
Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. Q.'1 LOAD
CASE(S) Standard ! '•' No.
4.5161 Y
SPATE
OF AWARNINo -
ver(N design pamnileters and READ NOTES ONTffiS AND REVERSE SIDE HEPORE USE. Design
valid tot use only with MiTek connectors. This design is based only upon parameters shown, and is tot an individual building component to be Installed
and boded vertkolly. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer.
Bracing shown is lot lateral support of IndNklual web members only. Additional temporary bracing to Insure stability during consttuctbn is the responsibility
of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regotding
tobtkatbn, quality control storage, delivery, erection and bracing, consult QS7-ea, Quality Standard, OSB-89 Bracing Specification, and HIB-91 Handling
Installlna and Bracing Recommendatlonavaeable from Truss Plate Institute, 583 D'Onohb Dtive, Madison, WI53719. MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
1'i. * 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
securely seat, building designer, erection supervisor, property
J2 J3 J4
TOP CHORDS
owner and all other interested parties..
c2 23- 2. Cut members to bear tightly against each
other.
o
a:3. WEBS
J5
Place plates on each face of truss at each
For 4 x 2 orientation, locate o 6 , Q
o_
joint and embed fully. Avoid knots and wane
at joint locations, plates 1/8" from outside edge of a y
truss and vertical web. a
o
4. Unless otherwise noted, locate chords lacesP
at I/4 length(+ 6" from
C, panel adjacent joint.)
This symbol indicates the
BOTTOM CHORDS 5. Unless otherwise noted, moisture content of
required direction of slots in
J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MITek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
40
1
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
WWI
FORM016,019
4tO HMRO,
A/R PANEL
TM
CLIP
6.
Unless expressly noted, this design is not applicable
for use with fire retardant or preservative
treated lumber. 7.
Camber is a non-structural consideration and is
the responsibility of truss fabricator. General practice
is to camber for dead load deflection. 8.
Plate type, size and location dimensions shown
indicate minimum plating requirements. 9.
Lumber shall be of the species and size, and in
all respects, equal to or better than the grade
specified. 10.
Top chords must be sheathed or purlins provided
at spacing shown on design. 11.
Bottom chords require lateral bracing at 10 ft.
spacing, or less, if no ceiling is installed, unless
otherwise noted. 12.
Anchorage and/or load transferring connections
to trusses are the responsibility of others
unless shown. 13.
Do not overload roof or floor trusses with stacks
of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional engineer.
15.
Care should be exercised in handling, erection
and installation of trusses. 1993
Mitek Holdings, Inc.
Job Truss Truss Type Oty Ply HORTON
14421347
DR' 87913 C ROOF TRUSS 1 1
optional)
ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MTek Industries, Inc. Mon Jan 27 15:40:24 2003 Page 1
5-2-4 9.10.0 i 14$12 1
19-" I20-8-0I
1-0-0 5-2.4 4-7-12 4-7-12 5.2-4 1.0.0
Scale - 1:35.1
441 =
6.00 12
2.4,1 2.4 i
3
5
e
2
7 a
e
3.4 =
Sdt =
3.4 =
9-10-0 19.8-0
9-10-0 9-10-0
plate Offsets (X,Y): (8:0-4-0,0-3-01
LOADING(pso SPACING 2-" CSI DEFL in (Ioc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.05 8 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-8 >999
BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a
BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 88 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-4-2 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-3 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (Ib/size) 2=10=04-0, 6=1000/0-4-0
Max Horc2=161(load case 4)
Max Uplift2=-605(load case 4), 6=-605(load case 5).
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=17, 23=-1360, 3-4=-991, 45=-991, 5-6=-1360, 6-7=17
BOT CHORD 2-8=1204, 6-8=1204
WEBS 3.8=360, 4-8=531, 5-8=360
NOTES (4)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft: TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 2 and 605 lb uplift at joint
6.
4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
LOAD CASE(S) Standard
r
No.4.5161
o STATE of ; v
9NAL
A WARNING - Ve ft design pararsseters and READ NOTES ON THIS AND REVERSE SWE BEFORE USE.
Design valid for use only with MRek connectors. This design is based lonly upon parameter shown, and is for an Individual building component to be
Installed and looded vertically. Applicability of design parameten and proper Incorporaton of component is responsibility of bullding designer - not truss
deslgnet. Bracing shown is for lateral support of Individual web memtiers only. Additional temporary Wocing to Insure stability during construction is the
tesponslbllity of the erector. Additional permanent bibcing of the ovetall structure is the responsibility of the building designet. For general guidance
tegarding fabtkatbn, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91
Handling Installlna and Bracing Rocommendaflonovollable from Truss Plate institute, 583 D'Onoftio DrNe, Madison, Wl53719. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION
Failure to Follow Could Cause Property
13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicate.othei wise.
Dimensions are in inches. Apply
plates to both sides of truss and
l . Provide copies of this truss design to the
securely seat. building designer, erection supervisor, property
W
k
J2 J3 J4
TOP CHORDS
owner and all other interested parties..
T c2 c3 2, Cut members to bear tightly against each
other.
Q WEBS
J5
3. Place plates on each face of truss at eacha*F'or 4 x 2 orientation, locate Q
o
joint and embed fully. Avoid knots and wane
at joint locations. lates/a" from outside edge of a y
truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP
u
o at /4 panel length(+ 6" from adjacent joint.)
This symbol indicates the
BOTTOM CHORDS 5. Unless otherwise noted, moisture content of
required direction of slots in
it J8 J7 J6 lumber shall not exceed 19 % at time of
connector plates.
fabrication.
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MfTek/Gang-Nall Joint/Plate Placement Chart.
FA RTH EST TO TH E LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
00:11 continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
VIWISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
U;p Mi!
MiTeke
O
FORM01 B4O1 V
1'.1L'0
HYDRO -AIR (9)
PANEL
TM
CLIP
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job Truss Truss Type Oty Ply HORTON
14421348
DR1879D CGAB ROOF TRUSS 1 1
o tional
ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries. Inc. Mon Jan 27 15:40:25 2003 Page 1
5-2.4 I 9-10-0 14-5-12 19ao , 20.8.0 tr
1-0-0 52.4 4-7-12 4-7-12 5.2.4 1-0-0
Scab • 1:35.1
4,6 =
4
2w/ II 2.411
6.00 F12
2.4 2z4 G
5
2x4 II 2.411
2.411
11 11 2.411
0 0
II II
2 B
y 7 Ia1
2rN II 2x4 II 2a4 II
a
2a4 II 2.411 W II 20 II
30-
5.8=
3.4-
9-10-0 19-8-0
9-10-0 9.10-0
Plate Offsets (X,Y): (8:0-4-0,0-3-0], [18:0-",0-M], [19:0-".0-"], [20:0-",0-"], [21:0-0-0,0-"), [22:0-0-0,0-"], [23:0-",0-"], [24:0-0-0.0-"], (25:0-".0-0-0), [26:0-"
0-"
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.05 8 >999 MII20 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(fL) -0.22 6-8 >999
BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.03 6 n/a
BCDL 10.0 Code FBC2001 1 st LC LL Min Vdefl = 480 Weight: 111 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-13 oc purtins.
BOT CHORD 2 X 4 SYP No.2D 130T CHORD Rigid ceiling directly applied or 6-10-12oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=1005/0-4-0, 6=997/0-1-8
Max Harz 2= 161 (load case 4)
Max Uplift2=-607(load case 4), 6=500(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=17, 2-3=-1371, 3-4=-1002. 45=-1002, 55=-1383, 6-7=17
BOT CHORD 2-8=1214, 6-8=1230
WEBS 3-8=360, 4-8=540, 5-8=-378
NOTES (7)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=S.Opsf-, occupancy category II; exposure B; partially,MWFRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek 'Standard Gable
End Detait' iC [I3l + 4) Gable studs spaced at 2-" oc. G 7il
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. ..•
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 607 lb uplift at joint 2 and 600lb uplift at joint ' Q 1 4!. "7 1.
6.
7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
t 4 No. 4.5161LOADCASE(S) Standard
Y
O '. STATE OF t
Ct 116.1 A .+•
ANAL
A W.W G • very design pararrsstess and 1KAD N0rZS ONTffiS AND REVERSE seta BEFOKE USE. ®
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 vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss
designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication• quality control, storage, delivery, erection and bracing, consull OST-BB Quality Standard, DSB-Bit Bracing Spectllcallon, and HIB•91
Handling Installing and Bracing RocommendallonavaBfrb ablefromTrussPlateInstitute, 583 D'OnoDrive, Madison. Wl53719. MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t'4 *Center plate on joint unless Damage or Personal Injurydimensionsindicate.otheiwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, property
securely seat.
k
J2 J3 J4 owner and all other interested parties..
I TOP CHORDS
2. Cut members to bear tightly against each
T cz C73
other.
Q WEBS
J5
3. Place plates on each face of truss at eacha4plates
For 4 x 2 orientation, locate 3 Q
c o
joirTt and embed fully. Avoid knots and wane
at joint locations. 1 /a" from outside edge of a _
truss and vertical web. a
o
4. Unless otherwise noted, locate chord splices
at /4 length(+ 6" from
cu C? C6 panel adjacent joint.)
BOTTOM CHORDS
This symbol indicates the
5. Unless otherwise noted, moisture content of
required direction of slots in
J1 J8 J7 J6 lumber shall not exceed 19 % at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
MRek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibilityPtY of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
PLATE 512E shown indicate minimum plating requirements.
The first dimension is the width
4 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
X perpendicular slots. in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28
10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised in handling,
TM
PANEL
erection and installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORM018,019 Y0R0,A1R®
Job Truss Truss Type Oty Ply HORTON
14421349
DR2879D D SCISSORS 1 1
optional)
ACCU SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 IS Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1
3-10-11 7.4-0 10-9-5 l 14-3-0
l i
1-0-0 3-IG-11 3-5-5 35-5 3-5-11
Scab • 1:25.7
4d _
a
e.00 rl2 2M =
21,4
s
7
5xs = g
2
l
3.00 F12
iw c 7..8 11 5d z
7-4-0 14.3-0
7.4-0 6.11-0
Plate Offsets MY): 6:0-041Ede 6:0-3-3 0-9-6 LOADING (
psf) SPACING 2-0-0 CSI DEFL in (loc) Udeft PLATES GRIP TCLL
30.0 Plates Increase 1.33 TC 0.63 Vert(LL) 0.06 7 >999 M1120 249/190 TCDL
7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.16 6-7 >999 BCLL
0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.07 6 n/a BCDL
10.0 Code FBC2001 1st LC LL Min VdeFl = 480 Weight: 63 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-9 oc puriins. BOT
CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. WEBS
2 X 4 SYP No.3 WEDGE
Right:
2 X 4 SYP No.3 REACTIONS (
lb/size) 6=638/04-0, 2=742/0-8-0 Max
Horz2=141(load case 4) Max
Uplift6=-353(load case 5), 2=467(load case 4) FORCES (
lb) - First Load Case Only TOP
CHORD 1-2=15, 2-3=-1539, 3-4=-1190, 45=-1190, 5-6=-1431 BOT
CHORD 2-7=1367, 6-7=1243 WEBS
4-7=786, 3-7=-263, 5-7=-142 NOTES (
6) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-98 per FBC2001; 120mph: h=25ft; TCDL=4.2psf; BCDL=S.Opsf: occupancy category 11; exposure B; partialVMWFRS gable end
zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3)
Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity
of bearing surface. 4)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 6 and 467 lb uplift at joint V 2. __,......... /
F
5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 'v. l / 6)
Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. j/ C3 •••: LOAD
CASE(S) Standard t % No. 4•5161 i
oc 0'•. STATE OF .- t`
sS% 0RIO''` 1N,
1" 0•\
I,
M Aw.
mnro - ver•m design pararnetem and Rr-w xoras oN T ms Arm iuva = sma Damm usa. ® Design
valid for use only with Mffek connectors. This design is based only upon parameters shown, and b for an Individual building component to be Installed
and boded vertically. Apppcoblify of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer.
Bracing shown is for lateral support of Individual web members only. Addlfionel temporary bracing to Insure stability duting construction is the tesponsibllity
of the erector. Additional permanent br>Scing of the overall structure Is the responsibility of the building designer. For genetal guidance tegarding
fabriootbn, quality control. storage, delivery, erection and bracing, consuR OSt-88 Quality Standard, OSI.89 Bracing Specification, and HIB-91 Handling
Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onotdo Ddve, Madison, WI 53719. MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t3i. * Center plate on joint unless Damage or Personal Injury
dimensions indicate.otherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, property
securely seat. J2 J3 J4 owner and all other interested parties..
I TOP CHORDS
2. Cut members to bear tightly against each
a C73
other.
0 WEBS
J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate a ,, ; Q
0 o
joint and embed fully. Avoid knots and wane
at joint locations. plates 1/8" from outside edge of a y
V
truss and vertical web. o
amooo
4. Unless otherwise noted, locate chords lacesP
1/4at panel length(+ 6" from adjacent joint.) ca, c, c
BOTTOM CHORDS
This symbol indicates the 5. Unless otherwise noted, moisture content of
required direction of slots in
J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the
AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and
MtTek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width
4 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
X perpendicular slots. in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTeko
engineer.
15. Care should be exercised in handling,
TM
PANEL
erection and installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORM018.019 oANo-tiaL ® MYDRO,A/R®
i
Job Truss Truss Type Oty Ply HORTON
14421350
6R2879D DGAB ROOF TRUSS 1 1
o tional
ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1
1 D o 7r3-0 14-8-0
1-0-0 7-4-0 7-4-0
Scale • 1:25.6
3
2.411
e.0o 12
2x4 II
20 II
4
2
a
2.411 2xa II
5
2x4 II 2x4 II
3x4 _
20 II
U4 _
7-4-0 14.8-0
7-4-0 7.4-0
late Offsets X Y : 10:0-" 0-0-011:0-0-00-" 12:0-0-00-0-013:0-0-00-" LOADING(psf) SPACING 2-0-
0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase
1.33 TC 0.89 Vert(LL) 0.02 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase
1.33 BC 0.32 Vert(fl-) -0.07 45 >999 BCLL 0.0 Rep Stress
Incr NO WB 0.04 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001
1st LC LL Min Well = 480 Weight: 65 lb LUMBER BRACING TOP CHORD 2
X 4
SYP No.2D TOP CHORD Sheathed or 4-10-1 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 OTHERS 2 X 4 SYP
No.3 REACTIONS (lb/size) 4=671/
0-1-8, 2=774/0-8-0 Max Horz 2= 141 (load
case 4) Max Uplift4=-377(load case
5), 2=-482(load case 4) FORCES (lb) - First Load Case
Only TOP CHORD 1-2=17,
2-3=-731, 3-4=-725 BOT CHORD 25=646, 4-
5=646 WEBS 35=143 NOTES (7)
1) Unbalanced roof
live loads
have been considered for this design. 2) Wind: ASCE 7-98
per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and
right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind
loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs
spaced at
2-0-0 oc. , f 5) Provide mechanical connection (
by
others) of truss to bearing plate at joint(s) 4. pILE 13 2 (Y ) bearing Pa 9
P
1 P j lF/• 6 Provide mechanical connection bothersoftrusstobearinlatecapableofwithstandin377lbupliftatjoint4and482lbupliftatjoint • , 7) Truss Engineer. Junaidie Budiman,
PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. G fit`• LOADCASE(S) Standard t • N0.
0161 "• f*• STATE OF L ZORIO..
A"'
ANAL A
wmmm -
v r{
jy
design pa,anwitem and R&4D Nams oN rms Alm Ravwm sma oxmm um. Design valid tot use only
with MiTek connectors. This design If based only upon parameters shown, and b for an Individual building component to be Installed and loaded vertically. Applicability
of design parameters and proper Incorporation of component b tesponslblitty of building designer - not truss designer. Bracing shown If lot
lateral support of Individual web members only. Additional temporary bracing to Insure dablBty during construction Is the tesponslblllty of the elector. AddlWnal
permanent biblcing of the overall structure Is the responsibility of the building designer. For general guidance tegaiding fabrication• quality control storage,
delivery, election and bracing, consult CST-aa Quality Standard, DSB-89 Bracing Spectflaation, and HIB-91 Handling Installinq and Bracing RecommendallonavaUable
from Truss Plate Institute, 583 D'Onohb olive. Madison, WI53719. MiTek®
Symbols
PLATE LOCATION AND ORIENTATION
1'i. *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
All
0
For 4 x 2 orientation, locate
0
X
plates/e" from outside edge of o
truss and vertical web.
0
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 18 J7 J6
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
o at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 at /4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the
AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and
MRek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
4 X 4 perpendicular to slots. Second in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28
10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 401 unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
j
15. Care should be exercised In handling,
TM
PANEL
erection and installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORM01 B.01 V HMRQ,AIR I&
Job
14421351
dR2879D DGAB2
ACCUSPAN-TH, LONG1
1-0-0
MONO VAULT
Industries Inc.
1.18-0
WII
iw
2003 Pagel
7.6-0
7.6-0
14-"
7-2-0
Plate Offsets X Y : 3:0-2-8 0-3-0
LOADING (psf) SPACING 2-M CSI DEFL in loc) Vdefl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.11 6 999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) 0.18 2-6 960
BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.08 5 n/a
BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 95 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2D
BOT CHORD 2 X 4 SYP No.2D
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
REACTIONS (Ib/size) 2=763/0-1-8, 5=680/0-1-8
Max Horz 2=621 (load case 4)
Max Uplift2=-076(load case 4), 5=594(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=12, 2-3=-1326, 3-4=-0, 45=-257
BOT CHORD 2-6=1208, 5-6=1180
WEBS 3-6=724, 3-5=-1311
BRACING
TOP CHORD Sheathed or 3-4-13 oc puriins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing.
WEBS 1 Row at midpt 4-5,3-5
NOTES (8)
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face). see MTek 'Standard Gable
End Detail'
3) Gable studs spaced at 2-M oc.
4) Bearing at joint(s) 2, 5 considers parallel to grain value using ANSIfTPI 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 2 and 594 lb uplift at joint
5.
7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5.
8) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
LOAD CASE(S) Standard
NO. 45161
O : STATE OF : r AJ
s oR o,,*
AWARMNO - VerjN design pasanseterm and READ NOTES ON TMS AND REVERsd SWE BEFORE use.
Design valid tot use only with Welt connectors. this design Is based only upon parameters shown, and Is lot an individual building component to be
Installed and loaded vedicalty. Applicability of design parameters and proper Incorporation of component Is iesponslbllRy of building designer - not truss
designer. Bracing shown Is lot lateral support of Individual web member only. Additional temporaty bracing to Insure stability during conshuction Is the
tesponsiblllty of the etectot. Additional permanent bracing of the overall structure Is the responslblitty of the building ctesignet. For genetol guidance
tegarding fabrlcallon, quality control, storage, dellvety, election and btactng, consult CST -„Quality Standard, DSB-119 Bracing Specftallon, and NIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute. Sea D'Onofrb DrNe, Madison, Wl5371 V.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION
Failure to Follow Could Cause Property
13/. * Center plate on joint.un ess Damage or Personal Injury
dimensions indicate otherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat.
8
J2 J3 J4 owner and all other interested parties..
TOP CHORDS
73- 2. Cut members to bear tightly against each
c2
other.
o WEBS
J5
3. Place plates on each face of truss at eacha4plates
For 4 x 2 orientation, locate i , ; , ; ¢
o
joint and embed fully. Avoid knots and wane
at joint locations. I/8" from outside edge of a _
truss and vertical web. o a 4. Unless otherwise noted, locate chord splices
at I/4 length(+ 6" from
ce C, u 10 panel adjacent joint.)
BOTTOM CHORDS
This symbol indicates the
5. Unless otherwise noted, moisture content of
required direction of slots in
J1 JB J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and
MITek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection.
PLATE SIZE
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
The first dimension is the width
4 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
X perpendicular slots. in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28
10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised In handling,
PANEL
TM erection and installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORM018.019 GAMO-NAIL @ MYDRO,AIR
dob Truss Truss Type Oty Ply HORTON
14421352
OR'2879D E ROOF TRUSS 1 1
optional)
ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MTek Industries, Inc. Mon Jan 27 15:40:28 2003 Page 1
1-0-0 4.2-0 8-4-0 94D
1.0.0 4-2-0 4-2-0 1-041
scare • 1:17.0
qe =
3
6.00 rl2
4
2
Li 5
I
1
2,411
8
2a4 = 20 =
4-2-0 8.4-0
4-2-0 4-2-0
LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) -0.00 6 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.01 5 >999
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a
BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 480 Weight: 33 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc purtins.
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=-86(load case 5)
Max Uplift2=-309(load case 4), 4=309(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=17, 2-3=372, 3.4=372, 45=17
BOT CHORD 2-6=326, 4-6=326
WEBS 3.6=77
NOTES (4)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h=250; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially,MW FRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 2 and 309 lb uplift at joint
4.
4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
LOAD CASE(S) Standard
ptF- BUD
iF C4
t No. 45161
t o dSTATE0 .. OF
AWARNINO - Ver(& design parameter and READ NOTES ONTWS AND REVERSE SIDE BEKIRE 111M.
Design valid for use only with Mltek connectors. This design is based only upon parameters shown, and is lot an individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss
designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibility of the erector. Additional permanent brbclng of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivety, erection and bracing, consulf OS'f-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91
and menHandlingInstallingaBracingRecommendationavailable from Truss Plate Institute, 5a3 D'Onofrlo Drive, Madison, WI 53719. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION '
Failure to Follow Could Cause Property
13/' * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply l . Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat.
4
J2 J3 J4 owner and all other interested parties..
TOP CHORDS
EC 2. Cut members to bear tightly against each
cz
other.
1'
Place plates on each face of truss at each
iFor4x2orientation, locateO
a , ;¢ XrJ53. joint and embed fully. Avoid knots and wane
plates from outside edge of CL
at joint locations.
dtrussand vertical web. 0 a
o
4. Unless otherwise noted, locate chordsplices at
panel length(+ 6" from adjacent joint.) uC, C6 BOTTOM
CHORDS This
symbol indicates the 5. Unless otherwise noted, moisture content of required
direction of slots in J1
J8 J7 J6 lumber shall not exceed 19%at time of connector
plates. fabrication.
6.
Unless expressly noted, this design is not applicable
for use with fire retardant or JOINTS
AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For
tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/
Gang-Nall Joint/Plate Placement Chart. FARTHEST
TO THE LEFT. is the responsibility of truss fabricator. General WEBS
ARE NUMBERED FROM 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
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, 4001unlessotherwisenoted. SBCCI
87206, 86217, 9190 12.
Anchorage and/or load transferring WISC/
DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING
others unless shown. Indicates
location of joints at 13. Do not overload roof or floor trusses with which
bearings (supports) occur. stacks of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional MiTek®
engineer.
15.
Care should be exercised In handling, PANEL
TM
erection and installation of trusses. 1993
Mitek Holdings, Inc. CLIP
FORM019,
019 HYDRO -MR®
Job Truss Truss Type Oty Ply HORTON
14421353
dFt2879D E1 ROOF TRUSS 1 1
optional)
ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:44:02 2003 Page 1
1-041 4-2-0 7.0.0
1-041 4-2-0 2-10-0
44 = scab • 1:18.4
3
B.oB F,2
4
2
ff
l
1
2.4
2x4 11
8 5
402 II
4-2-0 7-0-0 -3-8
4-2-0 2-10-0 0-3.8
Plate Offsets X Y : 4:03-3 0- 6
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) 0.00 6 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(fL) -0.04 1 >331
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a
BCDL 10.0 Code FBC2001 Matrix) Ist LC LL Min Well = 480 Weight: 33 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc puriins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing.
WEBS 2 X 4 SYP No.3
SLIDER Right 2 X 8 SYP No.2ND 1-9-8
REACTIONS (lb/size) 4=319/0-3-8, 2=416/0-1-8
Max Horz2=98(load case 4)
Max Uplift4=-169(load case 5} 2=-284(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=33, 23=368, 3.4=375
BOT CHORD 2-6=260, 5-6=260, 45=260
WEBS 3.6=84
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf-, BCDL=5.0psf-, occupancy category If: exposure B; partially,MWFRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 4 and 284 lb uplift at joint
pp2.
5) Truss Engineer. Junaidie Budiman, PEt145181. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
LOAD CASE(S) Standard ,V :'`Q1 F C,9:•, "7A_
v6F• •
r
No. 4.5161
Y
STATE OF
A WARNlNO - Vsr(N design parameters and READ NOTES ON Tffi8 AND REVS = SIDE BEFORE USE.
Design valid for use only with Mlfek connectors. This design Is based only upon parameters shown, and b tot on IrldWuol building component to be
Installed and loaded vertically. Applicablltty of design parameters and proper Incorporation of component Is iesponsibBlty of building designer - not buss
designer. Bracing shown b for lotetal support of individual web members only. Additional temporary bracing to Insure stability during construction b the
tesponsiblllty of the etectot. Additional permanent bracing of the overall structure b the iesponslbBtty of the building designet. For general guidance
tegaiding fabrication, quality control, storage, delivery, erection and bracing, consult CST-8B Quality Standard, OSB-89 Bracing Specification. and HIB-91
Handling Indallina and Bracing BocommmWallon ava4ablefrom Truss Plate Institute, S83 D'Onoftlo DtNe, Madison, WI53719. MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
14- t3/1. * Center plate on joint. unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, property
securely seat. J2 J3 J4 owner and all other interested parties..
8
TOP CHORDS
2. Cut members to bear tightly against each
cr a
other.
o JS
WEBS
a:3. Place plates on each face of truss at each
For 4 x 2 orientation, locate i , ; ; Q
o
joint and embed fully. Avoid knots and wane
at joint locations,
plates/e" from outside edge of a V truss
and vertical web. a o
4.
Unless otherwise noted, locate chords laces Pat
I/4 length(' 6" from ca
C, panel adjacent joint.) BOTTOM
CHORDS This
symbol indicates the 5.
Unless otherwise noted, moisture content of required
direction of slots in Jt
J8 J7 J6 lumber shall not exceed 19%at time of connector
plates. fabrication.
6.
Unless expressly noted, this design is not applicable
for use with fire retardant or JOINTS
AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For
tabular plating format refer to the AROUND
THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/
Gang-Nall Joint/Plate Placement Chart. FARTHESTTO
THE LEFT. is the responsibility of truss fabricator. General WEBS
ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8.
Plate type, size and location dimensions PLATE
SIZE shown indicate minimum plating requirements. The
first dimension is the width 4
4 to Second CONNECTOR
PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X
perpendicular slots. in all respects, equal to or better than the dimension
is the length parallel grade specified. to
slots. BOCA 86-93, 85-75, 91-28 10.
Top chords must be sheathed or purlins LATERAL
BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates
location of required 11. Bottom chords require lateral bracing at 10 continuous
lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, unless
otherwise noted. SBCCI
87206, 86217, 9190 12.
Anchorage and/or load transferring WISC/
DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING
others unless shown. Indicates
location of joints at 13. Do not overload roof or floor trusses with which
bearings (supports) occur. stacks of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional MiTek®
engineer.
15.
Care should be exercised in handling, PANEL
TM
erection and installation of trusses. 1993
Mitek Holdings, Inc. CLIP
FORM018,
019 MANO-MAIL ® iffOR0,
4/RO
Job Truss Truss Type Qty Ply HORTON
14421358
15F22879D FG ROOF TRUSS 1 2
optional)
ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:33 2003 Page 1
3-9-7 7-M 10-9-5 1 12-9-6 1
16-57
l
205-0
1 1
3-9-7 35-15 35.15 2-0-1 3.8-1 3-11-9
Scab • 1:33.3
2s4 II hm = 7.8 = ad = a's = !Pe = 44 _
t 2 3 4 5 5 7
3.-
13 12 E 93.4- 8
3.4 = 44 74 5 9 = 2x4 11
3-9-7 7-M 10-9-0 v4p-5 12.9-0 1219§ 16-5-7 205-0
l
3-9-7 35.15 3.5-10 0-0-5 1-11-11 0-0-6 3$1 3-11-9
Plate Offsets X Y : 3:0-4-00-4-8 10:0-2-8 0-3-0 LOADING (
psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL
30.0 Plates Increase 1.33 TC 0.65 Vert(LL) 0.05 13 >999 M1120 249/190 TCDL
7.0 Lumber Increase 1.33 BC 0.33 Vert(fL) -0.06 13 >999 BCLL
0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.02 8 n/a BCDL
10.0 Code FBC2001 1st LC LL Min Well = 480 Weight: 278 lb LUMBER
BRACING TOP
CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-" oc pudins, except end verticals. BOT
CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 640-0 oc bracing. WEBS
2 X 4 SYP No.3 *Except* 1-
14 2 X 6 SYP No.2ND, 7.8 2 X 6 SYP No.2ND REACTIONS (
lb/size) 14=4388/0-M. 8=2999/0S-0. 10=3841/0S-0, 11=6986/0-3-8 (input: 0-3-0) Max
Horz 14=-151(load case 2) Max
Upliftl4=-2786(load case 2), 8=-1893(load case 2), 10=-2415(load case 2); 11=-4427(load case 3) FORCES (
lb) - First Load Case Only TOP
CHORD 1-14=-1588, 1-2=0, 2-3=-3747, 3-4=-3144, 4-5=1705, 5-6=1069, 6-7=-1843, 7-8=-2962 BOT
CHORD 13-14=3747, 12-13=3144, 11-12=-1705, 10-11=-1069, 9-10=1843, 8-9=0 WEBS
2-14=-4657, 2-13=-382, 3-13=754, 3-12=-3572, 4-12=6065, 4-11=-6098, 5-11=-1048, 5-10=-1701, 6-10=-3580, 6-9=-1222, 7-
9=2253 NOTES (
7) 1)
2-ply truss to be connected together with 1 Od Common(. 1 48"x3") Nails as follows: Top
chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Bottom
chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs
connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2)
Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end
zone; cantilever left and right exposed left DOL=1.33 DOL=1.33. endverticalandrightexposed;Lumber plate grip 3)
Provide adequate drainage to prevent water ponding. Q Li •• 4)
WARNING: Required bearing 11 input bearing ' '9j;" /ji sizeatjoint(s) greater than size. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2786 lb uplift at joint 14, 1893 lb uplift at joint Y
2415lbupliftatjoint10and4427lbupliftatjoint11. 6)
Girder carries tie-in span(s): 23-2-0 from 0-0-0 to 205-0; 17-" from 04)-0 to 20-5-0 NQ, 4J 1 &# 7)
Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. K. Pembroke Pines, FL 33331. -0 w LOAD
CASE(S) Standard '. STATE OF j 1)
Regular. Lumber Increase=1.33, Plate Increase=1.33 0 • / Uniform
Loads Vert:
1-7=-=- •••••(O R `Q 892.8, 8-14=-20.0 (r •AA.
lr...••• L AWARMh1O -
verJ& design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design
valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed
and loaded vertically. App4cabBlty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer.
Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility
of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult OST-68 Oualtly Standard, DSO.89 Bracing Specification, and HIB-91 Handling
Installlnq and Bracing ReoommendationovaOable from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to FOIIOW Could Cause Property
13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
a ru 2. Cut members to bear tightly against each
other.
o
Q WEBS
JS
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate i t o
joint and embed fully. Avoid knots and wane
at joint locations. plates I/8" from outside edge of a
truss and vertical web. o a 4. Unless otherwise noted, locate chord splices
I/
4caMYu
o at panel length(+ 6" from adjacent joint.)
This symbol indicates the
BOTTOM CHORDS 5. Unless otherwise noted, moisture content of
required direction of slots in
A J8 J7 J6 lumber shall not exceed 19 % at time of
connector plates.
fabrication.
For tabular plating format refer to the
MRek/Gang-Nall Joint/Plate Placement Chart.
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
MiTeke
TM
PANEL
CLIP
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
FORM016.019 HYDRO -AIR
t
Job Truss Truss Type Oty Ply HORTON
14421359
6Ft2879D J ROOF TRUSS 6 1
optional)
ACCUSPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:34 2003 Page 1
1-0-0 7-0.0
1-0-0 7-0-0 a
Scale • 1:20.3
6.00 17
7
2w =
7-0-0
LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC OA7 Vert(TL) -0.30 1 >49
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 480 Weight: 24 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc purtins.
BOT CHORD 2 X 4 SYP No.20, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=242/Mechanical, 2=418/0-4-0, 4=68/Mechanical
Max Horz 2=291(load case 5)
Max Uplift3=-010(load case 5). 2=-174(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=34, 2-3=88
BOT CHORD 2-4=0
NOTES (4)
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially,MWFRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 310 lb uplift at joint 3 and 174 lb uplift at joint
2.
4) Truss Engineer. Junaidie Budiman, PEf145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
LOAD CASE(S) Standard
E 13
t '
No. 4.5161
i0': STATE OF
0 R
AAsr.•.
rr•s'
O•f L
AWAJUMG - Vert& design paramstem and READ NOTES ON TffiS AND REVERSE SME BEFORE USE.
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and If for on Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component b responsibility of building designer - nor truss
designer. Bracing shown b tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance
regothing fabrication, quality control, storage, delivery, election and bracing, consult QST•88 Quality Standard, OSS-89 Bracing Specification, and HIS-91
Handltna Installlnrr and Bracing Rracornm4wWatlonavaSPlate ablefromTrussInstitute, 593 D'Onofrlo Drive, Madison, WI53719. MiTek®
Symbols
PLATE LOCATION AND ORIENTATION
13/4 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
A„
0
0
For 4 x 2 orientation, locate
plates/a" from outside edge of o
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MRek/Gang-Nail Joint/Plate Placement Chart.
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, 492210
1
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur,
MiTek®
p
F , Wit{ @
FORM018.019 a'^wL @ HMRD,AIR®
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
Q joint and embed fully. Avoid knots and wane
o at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 at I/4 panel length(* 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
TM
PANEL
CLIP
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
r
yob Truss Truss Type Qty Ply HORTON
14421360
bF22879D K ROOF TRUSS 3 1
o tional
ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:35 2003 Page 1
1-e-0 _ 5-0-0 ,
1-0.0 5-0-0 3
Scab • 1:15.7
6.00 12
2
1
4
2x4
5-0-0
LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(fL) -0.10 1 >144
BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 480 Weight: 18 lb
LUMBER 13RACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc puriins.
BOT CHORD 2 X 4 SYP No.2D 130T CHORD Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS (Ib/size) 3=165/Mechanical, 2=327/0-0-0, 4=48/Mechanical
Max Horz 2=212(load case 5)
Max Uplift3=-218(load case 5), 2=-157(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=34, 23=60
BOT CHORD 2-4=0
NOTES (4)
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft: TCDL=4.2psf; BCDL=5.Opsf; occupancf category 11; exposure B; partially,MWFRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 218 lb uplift at joint 3 and 157 lb uplift at joint
2.
4) Truss Engineer. Junaidie Budiman, PEtt45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
LOAD CASE(S) Standard
it pp
r
No. 4.5161
103 STATE
1VAL
AIVARNINO - Ver(y design parameter and READ NOTES ON TWS AND REVERSE SWE BEFORE USE.
Design valid for use only with MITek connectors. This design is based'only upon parameters shown, and is for an IndWuol building component to be
Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responslbBtty of building designer - not truss
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibility of the erector. Atltlttbnal permanent brbcing of the overall structure is tho responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult QS11.88 Quality Standard, OSS-89 Bracing Specification, and HIS-91
Handling Installing and Bracing Recommendatlonavattb oblefromTrussPlateInstitute, 583 D'OnoftDrive, Madison, WI53719. MiTek®
Symbols
PLATE LOCATION AND ORIENTATION
13/1 *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches."Apply
plates to both sides of truss and
securely seat.
T
0
0
For 4 x 2 orientation, locate
plates I /e" from outside edge of aotrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MiTek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
MiTeke
FORM016,019
Z&@
HMRO,A/R
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 at I14 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
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 Truss Truss Type City Ply HORTON
14421361
DR2879D Kt ROOF TRUSS 1 1
optional)
ACCUSPAN-TH, LONGWOOD, FL, MTek Industries Inc. 5.000 s Jul 23 2002 MTek Industries, Inc. Mon Jan 27 15:40:36 2003 Page 1
5-0-0
f
5-D-0 2
sw• • t:rs,e
6.00 ri2
1
7
Z
5-0.0
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) n/a - Na M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(fL) -0.03 13 >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a
BCDL 10.0 Code FBC2001 Matrix) Ist LC LL Min Vdefl = 480 Weight: 16 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc puffins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS (lb/size) 1=224/0-4-0, 2=177/Mechanical, 3=48/Mechanigl
Max Horz1=199(load case 5) Max
Upliftl=-93(load case 5), 2=-222(load case 5) FORCES (
lb) - First Load Case Only TOP
CHORD 1-2=66 BOT
CHORD 13=0 NOTES (
4) 1)
Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end
zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2)
Refer to girder(s) for truss to truss connections. 3)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 1 and 222 lb uplift at joint 2. 4)
Truss Engineer. Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD
CASE(S) Standard 13UQ
t •
No. 4.5161 ,k e
O ; SPATE OF ss%
idi.' A
WARNDITO - Deryk design parameters and READ NOTES ON TMS AND REVERSE SME BEFORE USE. Design
valid for use only with Mliek connectors. this design Is based only upon paramoters shown, and k for an Individual building component to be Installed
and boded vertically. Applicability of design parameters and proper incorporation of component Is responslbBlty of building designer - not truss designer.
Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction B the responsibility
of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consue OST-88 Quality Standard, OSB-e9 Bracing Speclfbatlon, and HIB-91 Handling
Installing and Bracing Recommendation available from Truss date Institute, 593 D'Onofrb Drive, Madison, WI 53719. M iTek®
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/14 * Center plate on joint unless Damage or Personal Injury
dimensions indicate otherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each
c2 c
other.
o WEBS
JS
a:3. Place plates on each face of truss at each
For 4 x 2 orientation, locate i ,; ; Q
U '' o
joint and embed fully. Avoid knots and wane
at joint locations. plates 1/8" from outside edge of a _
truss and vertical web. o a
o
4. Unless otherwise noted, locate chord splices
at I/4 length(+ 6" frompanel adjacent joint,)
BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of
required direction of slots in
J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating 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.
8. Plate type, size and location dimensions
PLATE SIZE
shown indicate minimum plating requirements.
The first dimension is the width
4 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
X perpendicular slots. in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28
10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur, stocks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised In handling,
PANEL
TM erection and installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORM016,019"^L°" MYDRD,A/R®
Truss Type
14421362
ROOFTRUSS
FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1
LOADING (psf) SPACING 2.041 CSI DEFL in (loc) Vdefl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(fL) -0.02 1 >869
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fl-) -0.00 3 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 480 Weight: 11 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-M oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=82/Mechanical, 2=242/0.4-0, 4=28/Mechanical
Max Horz 2= 1 33(load case 5)
Max Uplift3=-125(load case 5). 2=-147(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=34, 2-0=30
BOT CHORD 2-4=0
NOTES (4)
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf: BCDL=5.Opsf; occupancy category II; exposure B; partially,MWFRS gable
end zone; cantilever left and right exposed :Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 3 and 147 lb uplift at joint
2.
4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
LOAD CASE(S) Standard
Scale
gyp E 8lj4
No. 4.5161
s 0 STATE OF r
cS n L 0 R IDA. 7
Q wAmNo - vwft &sfyn pw metem and mw Noms oN rms AND RET/ERss swic 96PORs um. eiiniiiii ®
Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is lot an individual building component to be
Installed and loaded vertically. Applicabplty of design parameters and proper Incorporation of component is responsibility of building designer - not huts
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure slabiUty during construction is the
responsibility of the erector. Additional permanent bracing of the overall structure is fire responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-aE Quality Standard, DSB-BO Bracing Spectlleation, and NIB-91 MiTek® Handling Installing and Bracing R000mmlendb atlonovallabfromTruss Plate Institute, 583 D'Onofrio Drive. Madison, WI53719.
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
Center plate on joint unless Damage or Personal Injury
dimensions indicate otherwise.
Dimensions are in inches: Apply 1. Provide copies of this truss design to the
plates to both sides of,truss and building designer, erection supervisor, property
securely seat. J2 J3 J4 owner and all other interested parties..
i TOP CHORDS
2. Cut members to bear tightly against each
cz c3
other,
o WEBS
JS
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate 0 , ; , ; Q
o_
joint and embed fully, Avoid knots and wane
at joint locations. plates I/a" from outside edge of a
truss and vertical web. a
o
4. Unless otherwise noted, locate chords lacesP
at I /4 length(* 6" from
ca C? C panel adjacent joint.)
BOTTOM CHORDS
This symbol indicates the 5. Unless otherwise noted, moisture content of
required direction of slots in
J1 J8 P J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and
MRek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection.
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and
4 X 4 perpendicular to slots. Second in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur, stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised In handling,
PAPSNEL
TM erection and installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORMOI 8,019 L HYDRO -AIR
Sob Truss Truss Type Oty Ply HORTON
14421363
SR'2879D L1 ROOF TRUSS 1 1
optional)
ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1
30-0
21
3-0-0
Scab • 1:10,3
e.0o 12
t
3
4 = 3-0-0I
3-0-0
LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) Na - Na M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 13 >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 480 Weight: 10 Ill
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-" oc puffins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=130/0-4-0, 2=103/Mechanical, 3=28/Mechanical
Max Horz 1=120(load case 5)
Max Upfift1=52(load case 5). 2=-131(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=39
BOT CHORD 13=0
NOTES (4)
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; occupancy category II; exposure B; partially,MWFRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 1 and 131 lb uplift at joint 2.
4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
LOAD CASE(S) Standard
It
c No. 4.5161
STATE of
OR
aL
A WARMNO - Ver jfy design pararneten and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE.
Design valid for use only with Mlfek connectors. This design It based only upon parameters shown, and Is for an individual building component to be
Installed and loaded vertlaolly. AppflcobMy of design parameters and proper Incorporation of component Is responsibility of building designer - not truss
designer. Bracing shown Is for lateral support of individual web members only. Addttlanai temporary bracing to Insure stability during construction is the
responslblllty of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality control storage, dellveiy, erection and bracing, consull CST-aa Quality Standard, DSB-Bo Bracing Specification, and NIB-91 MiTek® Handling Installing and Bracing Recommendation ovollable from Truss Plate Institute, 593 D'Onofrla Drive, Madison, WI5371 C.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/14 * Center plate on joint unless Damage or Personal Injury
dimensions indicate otherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each
cz a
other.
o WEBS
JS
a:3. Place plates on each face of truss at each
For 4 x 2 orientation, locate i „ , ; , ; Q
o
joint and embed fully. Avoid knots and wane
at joint locations. plates I/a" from outside edge of a
truss and vertical web. a
o
4. Unless otherwise noted, locate chords lacesP
at I /4 length(' 6" frompanel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in
J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
MITek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
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, 401 unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised in handling,
PANEL TM
erection and installation of trusses. 1993
Mitek Holdings, Inc. CLIP
FORMO16,
O1V MMRO,AZR0
I lob 1 Truss
14421364
aR2879D M
ACCUSPAN-TH, L
ROOFTRUSS
zN =
LOADING(psf) SPACING 2-0-0 CSI DEFL in loc) Udefl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(rL) 0.01 1 >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 3 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 480 Weight: 5 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-M oc puffins.
BOT CHORD 2 X 4 SYP No.2D 30T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=-1 1 /Mechanical, 2= 17310-4-0. 4=10/Mechanical
Max Horz 2= 71 (load case 4)
Max Uplift3=-01(load case 5), 2=-154(load case 4)
Max Grav 3=31 (load case 4), 2=173(load case 1), 4=10(load case 1)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=33, 2-3=-40
BOT CHORD 2-4=0
NOTES (4)
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 154 lb uplift at joint 2.
4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembmi(e Pines, FL 33331.
LOAD CASE(S) Standard
No. 4.5161
STATE OF
AWARMNO - VerM design parameter: and READ NOTES ON IMS AND RE VERSE SIDE BEMJW USE.
Design valid for use only with Mllek connectors. Thb design b based only upon parameters shown, and b lot an IndWuol building component to be
Installed and loaded vertically. AppBcobMly of design parameters and proper incorporation of component b iesponslblpty of building designer - not truss
designer. Bracing shown It for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responslblilty of the erector. Addltbnal permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB•91
Handllna Irutollina and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl5371 V.
se'l.e
111111I
MiTeke
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches: Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each
c7 23-
other.
J50WEBXQ 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate h, s ;Q joint and embed fully. Avoid knots and wane
plates/s" from outside edge of
c o
d ' V
at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chordsplices at
14 length(+ 6" from cu
C, cb panel adjacent joint,) BOTTOM
CHORDS This
symbol indicates the 5.
Unless otherwise noted, moisture content of required
direction of slots in A
J8 J7 J6 lumber shall not exceed 19 % at time of connector
plates. fabrication.
6.
Unless expressly noted, this design is not applicable
for use with fire retardant or JOINTS
AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For
tabular plating format refer to the AROUND
THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MtTek/
Gang-Nall Joint/Plate Placement Chart. FARTHEST
TO THE LEFT. is the responsibility of truss fabricator. General WEBS
ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. 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, oeoounlessotherwisenoted. SBCCI
87206, 86217, 9190 12.
Anchorage and/or load transferring WISC/
DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING
others unless shown. Indicates
location of joints at 13. Do not overload roof or floor trusses with which
bearings (supports) occur. stacks of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional MiTek®
engineer.
15.
Care should be exercised in handling, PANEL
T~
erection and installation of trusses. 1993
Mitek Holdings, Inc. CLIP
FORM018.
019 aAAa-runrL ® #fMRO,
A/R® r .. •r .i
Truss
M1 IROOF TRUSS 14421365
TH,
LOADING (
psf) SPACING 2-M CSI DEFL in loc) Udefl PLATES GRIP TCLL
30.0 Plates Increase 1.33 TC 0.02 Vert(LL) n/a n/a M1120 249/190 TCDL
7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL
0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL
10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 480 Weight: 3lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-" oc purtins. BOT
CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (
lb/size) 1=45/0-4-0, 2=35/Mechanical, 3=10/Mechanical Max
Horz 1=42(load case 5) Max
Upliftl =-1 7(load case 5), 2=-46(load case 5) FORCES (
lb) - First Load Case Only TOP
CHORD 1-2=14 BOT
CHORD 1-3=0 NOTES (
4) 1)
Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end
zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip COL=1.33. 2)
Refer to girder(s) for truss to truss connections. 3)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 1 and 46 lb uplift at joint 2. 4)
Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. LOAD
CASE(S) Standard scal,
No.
45161 Jz
0 : ,
STATE OF toR1040!%
AIVAP-
WNO - Vert& design panxnaeterm and READ NOTES ON77M AND REVERSE 1SLDE BEFORE USE. roon!® Design
valid for use only with MITek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed
and loaded vertically. Applicability of design parameters and proper Incotpototlon of component is responsibility of building designer - not truss designer.
Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility
of the erector. Additional permanent brbeing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control. storage, delivery, erection and bracing, consult OS11-88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 M iTek® HandlingInstallingandBracingRecommendationovalloblefromTrussPlateInstitute, 593 D'Onoftlo Drive, Madison, WI5371 V.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
0110- 13/1. *Center plate on joint unless Damage or Personal Injury
dimensions indicate otherwise.
Dimensions are in inches. Apply l . Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, property
securely seat. J2 J3 J4 owner and all other interested parties..
4 TOP CHORDS
2. Cut members to bear tightly against each
c2 c
other.
0 WEBS
J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate a L¢ O
joint and embed fully. Avoid knots and wane
at joint locations.
plates from outside edge of a y
u
truss andd vertical web. a
o
4. Unless otherwise noted, locate chordsplices 4
atpanel length(+ 6" from adjacent joint.) ceCl- u BOTTOM
CHORDS This
symbol indicates the 5. Unless otherwise noted, moisture content of required
direction of slots in Jt
JB J7 J6 lumber shall not exceed 19 % at time of connector
plates. fabrication.
6.
Unless expressly noted, this design is not applicable
for use with fire retardant or JOINTS
AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For
tabular plating format refer to the AROUND
THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/
Gang-Nall Joint/Plate Placement Chart. FARTHEST
To THE LEFT. is the responsibility of truss fabricator. General WEBS
ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8.
Plate type, size and location dimensions PLATE
SIZE shown indicate minimum plating requirements. The
first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4
X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension
is the length parallel grade specified. to
slots. BOCA 86-93, 85-75, 91-28 10.
Top chords must be sheathed or purlins LATERAL
BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates
location of required 11. Bottom chords require lateral bracing at 10 continuous
lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless
otherwise noted. SBCCI
87206, 86217, 9190 12.
Anchorage and/or load transferring WISC/
DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING
others unless shown. Indicates
location of joints at 13. Do not overload roof or floor trusses with which
bearings (supports) occur. stacks of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional MiTek®
engineer.
15.
Care should be exercised in handling, TM
PANEL
erection
and installation of trusses. 1993
Mitek Holdings, Inc. CLIP
FORM018.
019 onruo- L ® HY0R0,A1R@
Truss ITruss
R2879D is I ROOF TRUSS
14421366
FL, MiTek Industries Inc.
1.5-0 5-25 - -- 9-10-13
ZK4 =
2003 Pagel
ScalaI.
r
LOADING (psf)
TCLL 30.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING 2-"
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress Incr NO
Code FBC2001
CSI
TC 0.59
BC 0.43
WB 0.38
Matrix)
DEFL in (loc) Vdefl
Vert(LL) 0.05 6-7 >999
Vert(TL) -0.08 6-7 >999
Horz(TL) 0.01 5 n/a
Ist LC LL Min Vdefl = 480
PLATES GRIP
MII20 249/190
Weight: 42lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc purlins.
BOT CHORD 2 X 4 SYP No.2D 30T CHORD Rigid ceiling directly applied or 8-0-10 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 4=311/Mechanical, 2=523/0-5-11. 5=429/Mechanical
Max Horz 2=367(load case 2)
Max Uplift4=-069(load case 5), 2=-292(load case 2), 5= 212(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=35, 2-3=-942, 3-4=76
BOT CHORD 2-7=863, 6-7=863, 5-6=0
WEBS 3-7=166, 3-6=-941
NOTES (4)
1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MW FRS gable
end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 369 lb uplift at joint 4, 292 lb uplift at joint 2
and 212 lb uplift at joint 5.
4) Truss Engineer. Junaidie Budiman, PEdd45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331.
LOAD CASE(S) Standard
1) Regular. Lumber Increase=1.33, Plate Inuease=1.33 iV 13
Uniform Loads (plf)
Vert: 1-2=-74.0
D
Q j,'•s
Trapezoidal Loads (plf)
Vert: 2=-4.4-to-4=-183.1, 2=0.0-toy=49.5
t ' P10, 4.5161
STATE OF .°
o io,1.
A wARmo - verm design pa,amietem and Rmw Norss ox rffis.um Rdsvausa sms BEFORE uses. see
Design valid for use only with MiTek connectors. This design h based only upon parameters shown, and is for an Individual building component to be
Installed and loaded verllcolly. Applicability of design parameters and proper Incorporation of component is tesponslbility of buUding designer - not truss
designer. Siccing shown is too lateral support of Individual web members only. Additional temporary boacing to Insure stability during construction is the
responslblllty of the erector. Additional permanent bracing of the overall structure b the iesponslbplty of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consuS CST-88 Quality Standard, DSS-89 {racing Specification, and HIS-91 MiTek® Handling instattlna and Srocing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, Wi 53719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
1 3/. * Center plate on joint unless Damage or Personal Injury
dimensions indicate otherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, property
securely seat.
pia
J2 J3 J4 owner and all other interested parties..
TOP CHORDS
73 2, Cut members to bear tightly against each
c2
other.
0 WEBS
J5
cc 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate a ,n ; ¢
0 o
joint and embed fully. Avoid knots and wane
at joint locations. plates I/B" from outside edge of a
truss and vertical web.
o
4. Unless otherwise noted, locate chords laces
I/
4at panel length 6" from adjacentjoint.)
BOTTOM CHORDS
This symbol indicates the 5. Unless otherwise noted, moisture content of
required direction of slots in
A J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
MITek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM 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 site, and
X perpendicular slots. In all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28
10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190
12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised In handling,
JIM
PANEL
TM
erection and installation of trusses.
1993 Mitek Holdings, Inc. 4CLIP
FORM018,019 awow u® #fMRO,AZR®
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ir1: ALL E PBEARINGWALLSTOBLACED L I PLY HGR ,CT-('—E!!--—REVI--EW ALL — SPAN DIMENSIONS--BRG WALLS I1 ----------
PRIOR TO SETTING TRUSSES.. 110. d 2 PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS:
L- — - - —WALLS SHOWN ARE TO BE BE - • L 3 PLY HGR. I -SIGNED APPROVAL- X
JOB NUMBER: DR2879D DATE: 5-23-01 0BRG.BLOCK
LOAD SHINGLES
CCU SPAN CUSTOMER: D.R. HORTON
407-321-I440 BY: T.H JOB NAME: 2879 "D" ELEV.
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C PLUMBING ECT.
INSTALLATION GUIDE
0& 1 Lis v
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TRIM IT FLOOR' SYSTEM
11N14F h N c: ALL BEARING WALLS TO 8E PLACED - - I
J•L 1 PLY HGR. REVIEW
ALL SPAN DIMENSIONS--BRG. WALLS I
PRIORTOSETTINGTRUSSES.. d 2 0L'f HGR. 'ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS 1
WALLS
SHOWN ARE TO BE BEARING.. I I
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d 3 Pl'('.HGR, SIGNED APPROVAL: X JOB
NUMBER: DR2879". ,DATE: CCUSPANCUSTOMER: D.R. HORTON 407-
321-1440 BY: T.H JOB NAME: 2879 EI.EV. 1 /.
PLOT PLAN
DESCRIPTION:
A PARCEL IOF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF
SANFORD, ;SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES
27 THROUGH 29; THENCE RUN N00'25'30"E A DISTANCE OF 89.73 FEET; THENCE RUN S89'33'46"E A
DISTANCE OF 3.38 FEET; THENCE RUN N00'25'29"E A DISTANCE OF 195.00 FEET; THENCE RUN
S89'33'46"E A DISTANCE OF 240.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89'33'46"E A
DISTANCE OF 50.00 FEET; THENCE RUN S00'25'29"W A DISTANCE OF 115.95 FEET; THENCE RUN
N89'17'34"W A DISTANCE OF 50.00 FEET; THENCE RUN N00'25'29"E A DISTANCE OF 115.72 FEET TO THE
POINT OF BEGINNING, CONTAINING 0.13 ACRES t.
ROSE HILL PHASE II
POINT OF
BEGINNING
S89'33' 46"E
LOT 5 I LOT 6
50.00'
S89'33'46"E
240.00'
PROPOSED
LOT 8T
w DRAINAGE TYPE A
e
Ln L6N
I
O I PATIO'. o
0
z
1O
5.0' 5.0
40.0'
PROPOSED
LOT 7 LL1
PROPOSED
Cy)
N
MODEL 2879
FINISHED FLOOR
S89'33'46"E Eri N
ELEVATION=48.2
o
L.Tw 3.38' o
n
LoO
i,') yl-) z
Ln
N
1`
Cn
40.0'
O Go
d
z
n 5.7' n
5.0' 4 7' 19.6' 5.0'
POINT OF
ortiv'."
COMMENCEMENT II II
LOT 25
osS
n-- -
t0' UTILITY EASEMENT`:;:
BAKERS CROSSING
PHASE I
PLAT BOOK 60
3PACES27-29 ' N89'17'34"WI
1.0HIO
DIN 50.00'
I O,
BUILDING SETBACKS
Pi 58.01' 1 443.17'
T R SLAB -EL QT EIR(W,NFRONT: 25' Jln
REAR:
SIDE:
2°'
5' MUST BE 16" ayEoRoSAY CORNER:
I15'DMINIMUMLOTWIDTH50' Of AWACEN i ROA R
NiWAY
EsSOTHERWISE
APPROVED PREPAREDFOR: D.
R. HORTON LOT
8 CONTAINS 5792 SOUARE FEET t THIS
STRUCTURE CONTAINS 2107 SOUARE FEET t TOTAL
CONCRETE 544 SO. FT. f TOTAL
SOD 3141 SO. FT. t 1.
ELEVATIONS SHOWN ARE PER LOT GRADING PLANS
PROVIDED BY THE CLIENT. THIS
PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY.
THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE
PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST
FOR CONSTRUCTION. ALL
BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED
BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY.
THIS
IS NOT A SURVEY THIS
IS A PLOT PLAN ONLY I
HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO
120289 0045 E DATED 4/17/95 AND FOUND THE
SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA
OUTSIDE 100 YEAR FLOOD. BEARINGS
SHOWN HEREON ARE BASED ON THE
NORTHERLY LINE OF LOT 8 AS BEING
N89'33'46" W PER PLAT. DATE:
SCALE:
I" = 30 FEET APPROVED
BY: WRM JOB
NO. ASM40135 DRAWN
BY: REVISED:
S
h BOUNDS 05/05/03 SDO T
PLAN 3-11-03 CKB PROPOSED
a,
LOT 9 N
Ln
0
O
Ln
6
p6j501.
18 CENTERLINEO V RIGHT-OF-WAY 1" =
30' GRAPHIC
SCALE 0
15 30 NOTE:
WE
DO NOT ACCEPT RESPONSIBILITY FOR ANY
ERRORS THAT MAY OCCUR FROM THE USE
OF THE UNRECORDED / PROPOSED PLAT
THIS PLOT PLAN IS BASED ON. LEGEND
BUILDING
SETBACK LINE MLW CENTERLINE
POO RIGHT
OF WAY LINE POL
PCC
A
PROPOSED PROPOSEDELEVATION POC ORPROPOSED
DRAINAGE FLOW PD O
CONCRETE IN
L
LB
LAND SURVEYING BUSINESS C.B. LS
LAND SURVEYOR PC PR
PERMANENT REFERENCE MONUMENT PI PCP
PERMANENT CONTROL POINT PRC P)
PER PLAT PT M)
MEASURED TYP CALC)
CALCULATED A/C FND
FOUND CBW C/
W CONCRETE WALK RP S/
W SIDEWALK R CP
CONCRETE PAD CS PB
PLAT BOOK C PGS
PAGES R/W NG
NATURAL GRADE ORB SO,
FT. SOUARE FEET AMERICAN
SURVEYING & MAPPING CERTIFICATION
OF AUTHORIZATION NUMBER L8y639.3 320
EAST SOUTH STREET, SUITE 180 ORLANDO.
FLORIDA 32801- (
407) 426-7979 MINIMUM
LOT WIDTH POINT
ON BOUNDARY POI
NI ON LINE POINT
OF COMPOUND CURVATURE POINT
ON CURVE OFFICIAL
RECORD PLANNED
DEVELOPMENT DENOTES
DELTA ANGLE DENOTES
ARC LENGTH DENOTES
CHORD BEARING DENOTES
POINI OF CURVATURE DENOTES
POINT OF INIERSECIION DENOTES
POINT OF REVERSE CURVATURE DENOTES
POINT OF TANGENCY TYPICAL
AIR
CONDITIONER CONCRETE
BLOCK WALL RADIUS
POINT RADIUS
CONCRETESLAB CHORD
LENGTH RIGHT-
OF-WAY OFFICIAL
RECORDS BOOK 1.
THE SURVEYOR HAS NOT ABSTRACTED THE LAND
SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND 2.
NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED
EXCEPT AS SHOWN. 3.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND
MAPPER. r
FOR
THE
FIRM
EMORY
E. COW-, PSM #4403 DATE
11•- Nz, r i-z .
ONE gr v000 CONCRE ii OR vALLK BCTvCENDBUCKt
Svc, B) OTHERS' HASONRY UPC-INC MAS'T. CPENInG
6T OTHERS 6: CTHEP.;
CALK SETVEEN
VINDOV FL
a WOOD UEr. BUCK. '
1-1/!' MIN.
a EMBEDMENT
WSiALLATA AANCHOR]/16'
DIA. TAPCON STUCCO
J By
OTHERS AS REO'D. SHI1/4* 1/a' NA MAX.CR
PIMCTCRJ/ SEE NOTES) CAULK
By
OTHERS fLANGE
TYPE VINDOV
FRANC. RIG10
VINYL HEADER
GLAZ(
n0 EGAD TTPJu GLASS DV
TTP•) (SEE NOTES) B.
V BUCK
WIDTH) INSTALLATION
ANCHOR a<.
Br WOOD 3/16' OIA. TAPCON BUCK
Br OTHERS SHIM
A; RCO'D. RIGID
VINYL 1/
4' MAX. GLAZING
BEAD (SEE NOTES) TIP.)
GLASS
TIP.
XSCC NOTES) oIaEDMENr
C>
ST
0 Br
inERS C?
O
FLANGE
TYPE vWDOv
FRANC JAMB
CAULK BETVEEN viNDOv
FLANGE PERIMETER
J o
a
VOCD EvCr. CAULK
BY
OTHERS V.
V. IOH0
1 (VINDOV vIOTH)- Ex
BUCK
CAULK
SETVCEN VINDOW HEIGHT) FLANGE
a PRECAST SILL V/
VULKEM 116 ADHCSIVE CAULK.
OR APRV'D. Ea. SECTION
B—B Vc
NGE
TIPC PCRIMCTERDOV
FRANC CAULK
By
OTHERS I
W.
W.'-I ECASi
SILL J Av
DTucPS ZA, Not'
SSECTION IA —A A B c I) SH-
AS REO'D At EACH INSTALLaT1pN ANCHOR. uAx ALLG'w:ELE I- SHII/ SIACXtoBC1/4'. I] , Z) vnNO0* FRAuE u TERIAL: Aluuwuu ALLOY 5063 r_ 3)
INSTALLATIONANCHOR, uuST BE Or SUrFKtCNT Lt M. t0 XC`•IEvE IN. CuEEOuENi
Or t-I/a' INTO uA50NRr OR CONCRGE. a) USE
SILICOra ZEO ACRYLIC CAULK BEHIND wwDOw FLVIGE AT M.C•0 t< JANES
SILL uUSt EC ATTACMCO TO THE MSTRATE -I., B WLKEV 116ADHESIVECAULKORAPPROvEOEOISAL. SI USE
51 CONIZEO ACRYLIC CAULK FOP. P£RIuE;ER SEAL ARCUHG W.H EXr.R:G.. OF m 00G FLaNGE. Y _ 6) IF
EXACT *INDOw SIZE IS NOT LIVED IN ANCHOR. CHART. LASE ANICHI)i.
C'JANTIIY LISTED WITH NEXT LARGER SIZE FOP, APPRGP4aTE OESICN
PFESSUPE FEO-O 7) GLA_
S t-KKNCSS — WARY PER THE EEOL'IF.ELCNTi 0; AST. E1300 GLaSSCHARTSB) LETTER '_
E SIGNArtONS ON THE TAPCON LNY.Ai1CN OnaPi INHERE iA- )wCHGFS AFE
t0 EE wiiAlLE WHEN ui-C i-E I I 1 I EXiER10=-LE`JATION AS A KEY 9) ALL
FAC-,cp, APPLIEO TOLES NOT DcSIGNAtE:J FOR Tfa•EN ' ANCHOR SHOULO
EE r1V_Ei6 wM pSCRCN: r.: S.JFFC:C•,: I. - t0 PRNE:_ NIN I/- w ENEE JUENIi IN;; -'AVJ EUC/ i• — 10 .
I
RI A 0 _ . LO_R) :::0 .c.:Ic: SINGLE RU+.r Ic k A:- :-15PRINT iC1=P:IES i? F:YJF.IIJA :{:nL'?_i: Ti Gi _ ION SE-
cESAA.G'.E Hu:.O.SI I r• i I \,,,/ I! V nor.
IOq -°
G-- ; rJl.•if r Y I I N •; CAULK BEtVCCN
VODD BUCK
a MAS'TAIPENING
BY OTHERS
CONCRETE OR
MASONRY OPENING
BY ETHERS
3) SIZE
NOT ou1LAELS IN ICOO OP. ISCO SEFiES RNATIONAL. INC
FLORIDA EXTRUDERSIsNFORD. FLOPIDA TITLE: INSiA'_
I_Ai;_r) Clci--- c l_
HUNG T• N = S ! 000 I W O I- [000 DRAW-N
H`.': i APPROVED S : ATE:iiJ/
fl=/T;I_CALE..-_ 11)1•;'-. `L=XIJ:)1 tT
a
CAULK BETvEEN
V INDDV FIN L
SHEATHING
INSTALLATION ANCHOR
N8 vOOD SCREv -
STUCCO _
BY OTHERS
T
VINDOvHEIGHT
I' MIN.
EM3EONENT
SHEATHING
TV" BY vpppBrOTHERSByOTHERS
SHIM AS REO'D.
PCRIK TERCAULK
BY OTHERS _
GLAZING (T YP.)
SEE NOTES)
PERINE IER
CAULK
Sr Oi HERS
iNSiALLA ANCHOR
C'00 SCRE V
VINDOV VIDTN
r
1/A' MAX
SHIM SPACE
SHIM AS RCO'D. TVO BY VOOD
SEC NOTES) STUD BY OTMERS
SEE NOTES)
CF . '
i
I / n
FLOC i
SHIM•SPACC t CTL`L+ F1.41 T1, `_'.. - .. .(+
LAZINO.(TES) ..
y7 ;(
SEC IOrfU -
I .
FIN TYPEVIMDalv FRANC
HEADER i
JGLAZING
FIN TYPE
TYPJ I
VINDOV FRAME
SEE NOTES)
vMDOv - - .. JAMB
vIDTH PCRIMETER
CAULK
A / BY OTHERS
8 8
2A• O.C.
MAX. (TYPJ EOUALLY SPACC
VINDOV ANCHORS (TYPJ
ICIGHT T —
P
I
JL TYPJ
6' MAX (TYP.)
FIN TYPEV ELEVATIONVINDpvFRAME
sl LE SILL
STOOL VIEWEO FROM EXTERIOR
31 OfHERS
IUD S. VGOD
31 O-ERS
TiuCCC I 'iUII
2r DT-E+:
CAULK. 3f TyrrN
V iN?D•' FIN S_E_.. A
r. 31 DT ._?:
MIN
I
I
1' MIN -'
E MBEDMENT
l '}^•: SHEATHING• ...
CFC; BYOTHCRS•: a.•:
I
Of. VAfINJ100v FINvEEN .
L SHEATHING
INSTALLATION ANCHOR
98 VOOD SCREV
STUCCO -
BY OTHERS OTHERS ,
SECTION B-B
1) SHIM AS REO.O. AT EACH INSTALLATION ANCHOR. I
MAX. ALLOWABLE SHIM STACK TO BE 1/4'•
2) VaMOOW FRAME MATERIAL- ALUVINNU- ALLOY 6063. -
3) INSTALLATION ANCHOR MUST BE OF SUFFICENT LTM.
TO ACHIEVE IN. E,eEOuENT OF 1' INTO wow BUCK••.'
USE SI'JCONIZED ACRYLIC CAULK BEHIND WINDOW FIN
AT MEAD. SILL h JAMES. ' • . .
S) USE SMICONIZEO ACRYLIC CAULK FOR P£RIMEJER SEAL
AROUND EXTERIOR OF WINDOW FRAME. -
6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART.
USE ANCHOR OUANT11r USTE3 WITH NEXT.LARGER SIZE.
7) GLASS THICKNESS MAY ¢A.RY PER THE REOUIREuENTS OF
AST- E1300 CLASS CHARTS.
8) FLORIDA EXTRUDERS 1000 SERIES SINGLE MUNG IS SHOWN. -
THIS PRINT ALSO APPLIES TO THE FLORIDA LIRUDERS 1500
AND 2000 SERIES SINGLE HUNG %luOOWS.
DESCRIPTION I DATE IINI FLORIDA EXTRUDERS INTERNATIONAL. INCSANFORD. FLORIDA
TIDE: INSi,=LLATION ='_;L a/;.2 Sr-o._Ws
CONCRETE OP
MASONRY OPENING
BT OTHERS
ONC 8, vDOD
BUCK fir OrH[:S
CAULK BETVEEN
v (NUO•= FL pEUCKLvG00EUCK
I
S ruCC
By 0rHER'
PCVIHE I'll
CAULK
Br OTHERS
GLASS (t YP.)
SEC NOTES)
V N.
vin QOv
HE IGnI)
PrR(Mr iEP
or GALIL
CAUL. -
INSTALLATION ANCHOR
2/16' CIA. TAPCON
CAULK BETVEEN
VOOD BUCK L
MAS'Y. OPENING
By OTHERS
nln. GLASS (i YP.)
c EMBEDMENT (SEE NOTES)
r
A $
0 A .
SHI n AS REO'D. S
MAX j(
SE MOMS)
FLANGE TYPE
Y
WINDOv FRAME
RIDGED VINYL A ._ GLAZING ¢CAD
B.M. BUCK r—
HEIGHT) /
RIDGED VINYL
CLAZIIIG BEAD
FLANGE TYPE
INDOV FRAME
I
it 11
LItl I
B
E1_
EVATiON VIEWED
FROM cX I Lc-'N10P 7
B.
V. I.I..• ... BUCK .[
Dr.) CONCRETE OP NA;
ON.°T OPi NING or
OTHf.P: SHIM
AS REO'D. 1/
A• nAX. C> SEC
NOTES) ttIST<
LLATIOIN <I+CMOP RIDGED
VINYL GLAZING
BEAD 0
ONE
BY VOOD 6LICK
6T OTHERS v
FLANGE
TYPE VINDOV
FRAME CAULK BETVEErl VINDDv
FLANGE <P"NCTER j - LVOODBUCKCAULKBY
OTHERS CAULK ¢
ETVEEn v.
v. VOOD SLICK I MAST.
OPENING vINDOv
V(OTM) --i 6Y OTHERS StuCCO
Br OTMCPS SECTION
B-B i1
NOTES,
1)
SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. M". ALLOWABLE SHIu SLACK TO BE 1/4 2)
WINDOW FRAME WATERtAI: ALUMINUM ALLOT 6053, 3)
3/16- Du. TAPCON INSTALLATION ANCHORS MVST E.-OF SUFRC)ENT LtH. TO ACHIEVE WIN. EM8EOuENr
OF 1-1/A- INTO MASONRY OR CONCRETE. A)
USE SILICONIZEO ACRYLIC CAULK BEHIND M.400w FL4VGE AT MEAD L :A.ES SILL MUST B: ArTACnED
t0 THE SUBSTRATE VATH VULKEW 116 ADHESIVE CAULK OR APP.;OrD EOVAL 5)
USE SmCCm.ZEO A.CRTLIC CAULK FOR PERIMETER <:AL AROUnO EKTEPo05 C: WINDOW FLANGE 6)
IF EXACT vnNDf)w SIZE IS NOT LISTED IN ANCHOR C-.>8t. USE ANC^OR OIJA:Ih TY LISTED .1t.-. NEAT
LARCER SIZE. FOR THE APPROA;tAtE DESIGN PREM:PE PEO'O. 7)
CLASS THICKNESS WAY VARY FER THE FEOUIP-MENTS OF ASW E13C0 :.LASS C-:.PtS 6)
WHEPC SPACING BETWEEN TAPCON ANCHORS EXCEEDS 2-' IN O:C.. ?: SCREWS OF SU:FICIE::7 LTH.
TO PROVIDE u:N. 5/8 IN. EMBEOMENT INTO W000 EUC! S GULO EE I:+ST+iLEO 9)
FLORIDA EXTRUOERS 1000 SERIES FIXED WIDOW IS SHO'AN rots P.:,.:t ALSO APPLIES 70 ;H- FLORIDA
EXTRUDERS 2000 SERIES FIAEO WINDOWS. 0)
SEE BACK OF 1.nI$ $ri. FOP. INSTL'N VXHOR REOU+P.E.M'NT5 1II)
APP. ICATQ- OF VULKEM 116 ADHESIVE CAULK AT F.PAuE Sril MUST COuPLY WrH S•: LA.N( MANUFACTURER'
S RECO..ENOAT10NS 12)
WHE:`E WINDOW IS INSTALLED IN UASONRY OPENING WIT- A $TRVCiVAI '.0 "c: WOOD EUC% USE
jtD GEREWS OF $IFFICIENi LENGTH t0 AChIE/E 1-Ji2 M:N EMEE•: •JENi 1
S) WINDLLED OW UNITSCAN2EuUTOOTHERuNltS USI:,r ALUuI:+!!M ocE uIttLMN SEE . uULLION INSTALL+hONN $
MEETS FOR REOUNREuiNTS. FLORIDA EXTRUDER. I ;
ERoAIIO-N L. INC TITLE iMSTpLI_ Tirl,
G°-._ ':/ Om- ;Y :_IL DRAW,.'; BY: c3
I D.;T= !0/
2-. i CAL r.'S
o.c0c-at
eoD rR•N!NcFOTHERS
GL•2ING
tSCf r:OiE 61
E•;EP41=.
s:,IN As REo•o,CENTR -_L FLOPJDA $.O.A.F.
SEE NOTES) 14LANUFAC'd'UPJER tYAME:
1/4' HAA, I U
SHIM SPACE MASTER FIIAE #
GLAZING
SEE NOTE 61
PUCK
HEIGHT
PANG
E ND:E:1
z=n'NC
r r:.E;:
HEIGHT
EXTERIOR
FIN TYPE
vINDOv FRI, ,
A --.,'
ELEVATION
VIEW_''D F4GM _x!EpjoF.
VINDOV vIDrH -...I 1/A' At".
SM SPACE
I I,
00D FRAMING
Br OTHERS
HCAiH.tNG
St Oi HEP.S
L'KTu_LATION
ANCHOR
A8 SCREv
CAULK ECivEEN
v INDOv FIN
SECTION B—B
L SHEATHING
PCR(nf iCR ExiERIOP. r(rvISH
BY OTHERS
CAULKCEt
OTHEP.S Nnt
1)
SHIM AS REO'D. Al' EACH INSTALLATION ANCHOR WITH
LOAD BEARinc SHIM. VIA. ALLOWABLE SFIlu STACK
TO BE 1/A'• 2)
WINDOW FRAME UATERLAL: ALUVINUu ALLO: EOU. 3)
INSTALLATION ANCHORS UuS; EE OF SUFFICIErNT LENOHT
TO ACHIEVE WIN_ ENEEOuENT OF 1" INTO
WOOD FRAME. 4)
USE SILICONIZED ACRYLIC CAULK. FOR PERIMETER SEAL
AROUND EXTERIOR OF WINDOW FR"E, 5)
USE SIUCONIZED ACRYLIC CAULK BEHIND MNDOW FIN. 6)
GLASS THICKNESS MAY VARY PER REO-JIRr EN7S OFASTuE130CGLASSCr'P.;S SLNr,LE G!A:IVG ISSHOWN. INSULTING CUSS ALSO OUAL'='_n 7)
FLORIDA EXTPUOERS 2000 SERICS riXED AC-URE WINDOW
IS SHOWN. THIS PRINFALSO Ar=LIES T•) I THEFLORIDAEXTRUOEP.S 1500 AVD IOOC SERIES PICTURE wiNDOw, B 8)
SPACE INSTALLATION ANCHORS A; E NAX F;.Ow
CORNERS AND u". 2N' OC OESIC:: PRESSURE CA:
ACITY OF INS;ALLAfIONg• WI;, ANCHOR.SPACING
AS STATED. IS 70.0 PSF FOR ALL AVAILABLE
SIZES UP ;0 73' X 7I' C5 63' x
95' OR 119- x 37-3/B' MIX, 9) WINDOW
UNIT CAN BE UULL:O iO OimER UNI;S USING ALUMINUM
TUEE N'rLLX:v SEE NIL:'Cr: INSTALLATION SFEiS _
C.R g QIR ENENiS FLORIDA EXTRUDERS
ERNAFDPTIOL N NLITITLE. INSTAL! =
11_ =G
4/[)Qi S FIX L! ; I arCCu0C! 100
0 DR .
WN' BY: A??F!OV— D 3'r IDWO
I' KIN
tK6CD.Ci
r(ATHING
it OTHERS
I
3 INSTALLATION
HD! SCREV (TTPJ
EXTERIOR FINISH
By OTHERS
PCRIMCICR CAULK
BY OTHERS
FIN rRANE HEADER
1. CIW1 CXTCRIOR
PC R:nCTCR CAULK
Br OTHERS
a ICRIOR rINISH
I OIHQP.S
8 INS I ALLAiI(N J
HKHOP SCRCV IIIP)
Ea1H.ING
t G1H1[R$
1p
CAULK BEHIND FIN
TVO By BUILD
DOVN BY OTHERS
NOTES
SHIM AS RCO•D.
SEE NOTES) 1) SHIM AS REO'O. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING
SH;u. MAUL ALLOWABLE SHIM STACK TO BE 1/4'.
2) WINDOW FRAME MATERIAL' ALUutNUu ALLOY 6063.
U(' MAL 3) USE S4)COm2ED ACRYLIC CAUIX BEHIND WINDOW FIN AT HEAD. SILL k JAMBS.
SHIK SPACE USE SUJCOMZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Or '
wt. FRAME. '
5) CLASS THICKNESS MAY VARY PER THE RCOUtREMENTS Or ASTM E1300 GLASS
CHARTS. SINGLE DAZING IS SHOWN. MILL RUNG CHESS IS ALSO OUAtitEO.
6) SCREW ANCHORS AT HEAD. SILL k JAMBS SHOULD BE /8 SCREWS OF $UFFICtENT
LTH. TO PROVIDE UPC 1 N. MIN. EMBEDMENT INTO WOOS FRANC. PLACE /e
SCREW ANCHORS 6' FROM CORNERS AND 24- O.C. MAX.
7) BUILD DOWN AROUND CURVED PRTION Of WINDOW rRAME TO BE ENGNEEREO BY
OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY
TRANSFER LOAD FROM WN00W TO THE STRUCTURE.
8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO
APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k•2000 SERIES.
9) ELEVATIONS SHOW COMMON CONFIGURATIONS. R IS NOT TRENDED TO UWT USE Or
THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL
CONFIGURATIONS THAT CAN BE MANVFACTUREO FROM THE 1000. 1750. h 2000
SERIES DESIGNER FOXED WINDOW FRAMING SYSTEMS.
10) WINDOW LIMIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE
MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS.
GLAZING. (TYP.
SEC NOTES)
FIX FRAME SILL
SHIN AS REO'D.—
SCC NOtC$3 /
r
L
SHI., S9ACi
i 111 Iva 31 r=AM:
EXTERIOR ELEVATION
3'. OTHERS
t i .
CAULK BEN:ND FIN .i
y JE
SEC i i0l: A -a
u
Pau t 2 2002
u
6m
wIT
SHIN AS REO•D.
SCE NOTES)
FIN fRAHE JAMB
GLAZING rP.
SCE NOTES)
EXTERIOR
f VIKODV vIOtN
VH' 11. WB INSTALLAIION
sMIK vAc[ AH[NOR zc RCV <r rP.)
TVO Br CRANING
Bi OTHERS
J— CAULK BCHiHD CHIN
rKx
UK&EKI
SHEATHING•ri
8r OTHERS
EXTCRIOR FINISH
By OTHERS
PERIMETER CAULK
By OTHERS
SECTION B-B
EXTERIOR El E-VATION
FLORIDA EXTRUDERSINTERNATIONAL. INC
SANFORD. FLORIDA
TITLE: FIN INSTALLATION DE'TA1L
DESIGNER FIXED vjt,D9w 1000. 1750. & 2000 SERIES
DRAWN BY: BB I APPROVED BY:
DATE:02/14/02 ISCALE NT; DWG: FLEX00 77 I
01 By BLOCK
BY OI HCRS
CAULK BEIVECN VINDOV
FLANGE L SHCATHING
LTV00D (TIP.)
IT OTHERS
EXTERIOR FINISH
DY OTHERS
PERIMETER CAULK •J
BY OTHERS
VINDOv FRAM(C J
HEAD
SHIM AS RCO'D
SEC NOICS)
WPN00WMCIONT
EXTERIOR
GLAZING (TTP.
SEC NOTES)
SILL
PERIMETER CAULK SHIM AS REO'D
BT OINERS SEC NOTCS)
ExTERIORFINISH
B) OINCPS
CAUL envN[ VINDO`-' FLA G_
t ONE III vDGD 0
BUCK
CAULK eCIlCEN
VOOD BUCK t
MA--ONQ I OPENING
By OTHERS
a O1HE $
1
INSTALLATION ANCHOR
ti0 SCREV
BUILD DOVN
BT OTHERS
ALSO APPLIES NOTES
TO SILL) I SHIM AS REO'O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SMIM. MAX.
ALLOWABLE SHIM STACK TO BE 1/4'.
2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063.
1-3/8' MIN. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFIUENT LTA. TO ACHIEVE
EMBEDMENT MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. /tO wSTALLATWN '
SCREWS AT HEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8'
MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOUIRCD.
RISTALLATION ANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS & 24 IN.
O.C. MAX.
4) USE SRICONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD. SILL IT, JAMBS.
5) USE SRMCONIZCO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF
WINDOW FLANGE.
1/4' MAX. 6) CLASS THICKNESS MAY VARY PER THE REOUIRCMENTS OF ASTM E1300 GLASSSHIMSPACECHARTS. SO4GLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAI61ED.
7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY
OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENCEH TO ADEOUATELY
TRANSFER LOAD FROM W1NDOW TO THE STRUCTURE.
8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. TM S PRIM ALSO
APPLES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES.
9) CLFVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF
THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL
CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000
SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS.
10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE
MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREUENTS.
BUCKHEIGHT
Ls SPACE EXTERIOR ELEVATION
a i -
I-I/N- .XENTR lM FT ORIDAEV3EOuCMi t5..a I I /1 /%
ONE h iANUFACTUUR NAM: rBUCBIVT' 1-_.
BUC. fii GiMRS
INTER FUZ # A10CP Ll
BUCK VIDTH
TVD BY FRAMING
BY OTHERS
SHIM AS REDID
SEC NOTCS)
VINDOV FRAME
JAMB
GLAZING <TTP.
SEE NOTES)
PCRIMCER CAULK -- BT OTHERS
VINDOv VIOTH
g .
I-3/8' MIN.
C uSEOMENI
1/N, AAA.
SHIM SPACE
CALLK BCIVEENITVOBYBUCK
III Bi OTHERS
9
INSTALLATION ANCHOR
t t0 SCRC V
I— CAULK* BCTvCEN
VINDOV FLANGE. l
t VOOD BUCK
COMCRCTE.
l
HAS" BY OTHERS
EXTERIOR FINISH
SECTION B—B BY OTHERS
WINDOW WIDTH
A
I
E IGHTDowIGHT1NI
B B I
EXTERIOR ELEVATION
FLORIDA EXTRUDERS I"SANFORD, FLORIDA
TITLE: FLANGE INSTALLATION DETAIL V/ FRAME BUILD DOVN
DESIGNER, FIXED VINDO' 1000. 1750. 6 2000 SERIES
DRAWN BY:BB APPROVED BY:
DATE:U2/12/02 SCALE iaT3 IDwG. FLEX0036
SHIN as Rf'D'D INSTALLATION ANCHOR DOOR WIDTH
SHEATHING (SEE NOTES) t8 SCREW
BY OTHERS
CAULK BETWEEN
DOOR rLANGE TWO BY WOOD SLIDING GLASS
L SHEATHING BY OTHERS DOOR T'RAME
JAMB
I/c-
MAXAGL-SS
SMIM SPACE-
1/8- MIN.
EMBEDMENTSTUCCOORSIDING
BY OTHERS
SLIDING GLASS
DOOR FRAME
PERIMETER HEAD
CAULK By
OTHERS
PERIMETER
CAULK BY
TEMPERED OTHERS
GLASS (TYPJ
A.
DOOR
t-1HEIGHT SECTION
B-B 10,
4 6nTv,96iIZ5 A•
1 V SLIDING
GLASS DOOR.
rRAnE SILLnr
rI
MAX.
SHIM SPACE TWO
By WOOD INSTALLATION AN'EIUR 1-
1/8 MIN.' BY OTHERS _ :8 SCREW EMBEDMENT -
TWO By WOOD BY
OTHERS --. CAULK
BETWEEN HOOK
STRIP L SHEATHING
I SLIDING
GLASS DOOR_'_ • - . _ ` ' SHIN
AS REO'0. HOOK STRIP SEE
NOTES).. Vol
INSTALLATION
ANCHOR. -I r•, / 68
SCREW - '•' r I ,
ti EMBEDMENT I? r. S CAULK
BETWEEN ! = It a•' L
SHEATHING• •- _ d; ) •'. _ I SHEATHING
SHEATHING
BY
OTHERS TEMPERED GLaS2 - ` BY
OTHERS STUCCO (
TYPJ ' OR
SIDING - STUCCO OR SIDING - BY
OTHERSSLIDING GLASS DOOR BY OTHERS INTERLOCK .. '
HOOK
STRIP''DETAIL U
DOOR —ICR1AL, ALIPNIAM ALLOT 6060, 2)
A9 tNSTALLAfION SCITEAT M)ft IC Or SLrrtC1ENT LCNGTN TO ACHIEvE NU. ENxONCNI' ' Or
1-1/9• IMTO UOOD. TAPCp• trPC INSTALLATION ANC ORS AT SILL PUTT 6E Or ' WrIC1ENT
LENGTH TO ACHIEK MIN. E.M2CONC-1 Or 1-I/' INTO NA:Orgr OR CONCRETE. 2. i INSTALLATION "<NOR CMART ON BACK Or THIS swr 1. I
USES0.ICONIZED ACRrLtC CAULK 9ENIN0 DOOR rLANGC At HEAD L USE
SILICOUZCD ACRtLIC CAULK rOR P(RINCrCR SEAL ARO-0 EI rER1OR 0' DOOR. _ '••' .1
6, Er EXACT ODOR SIZE IS NOT LIST"CNan CNARI, USE ANCHN OR (XIANt, LISIED.vITN NCKi"-•' ) LARGER SINuIZE.
rOR rNC •
PPRCPRIATt DESIGN PRESSURE RED.0 ' h FOR POCKEr
ODOR SIZES VSC CLOSEST BIPASS DOOR SITE L COlIGURATION 10 rIISME CPCRLLrN4 j;j•`-_1 RACE INSTALLATION AN<,QRS• IN rRONr Or TO: OStRIP AS SNa— -- .1 0, GLASS TNIC..
CSSMT —RI PER REOUIRENCNIS Or ASIN C1000 GLASS CNARIS 9, DOOR WIT IS
APPRGvCO USING IENPERCII GLASS IN SINGLE GLAZCO OR INSULATING CLASS. ` 1m pNB / SILL CORNCRS
ARE TO SE SCALED v11N A SHALL JOINT !CAN SCALE? 11) SHIN AS RCO'
0. AT EA SET 6 t-STALLAIION ANCtIORS. NA, ALLMAILE SMIM SIACA t0 K 1/N•. 12, ALL INSTALLATION Nu06'
S LUST BE NADC Or CS;M-.ICN P{SI:iANt r.ATCPjALS 13, <RE 'E• REPRESENTS
NOvUt PANEL -0 '0' RCPREiCNIS fIAEO PANNCL ARPROyEo CDWIGVRATION: ARC A- LISTED
ON ANCWR C.MAPI O SAC, Or iNIS SICrI r IN, IGi ALL
COr IGRANDNi LISTED A20vE ARE S/J.N ON INIi DRA.jG. QIEvCR INSTALLATION D / j £NBEDMEN: X
T E P,1 pP, ELEVATION SCCIID S . •9•!• L w"X STRIP DCIA:L •UP:, IC tN:I+LLATION Or ALL M0`2040 J +) G _ 1-1/
4,
MIN. CNSWIGUPAt[ONS. I I 2 PAW-
L DOOR SHOWN IS, rLORIDA ClIRVOERS IaDo tL.R1E: AICI,NG G/_At, OmR IS S.d'_. THIS PRIM) ALSO APPLIES r0 D D LIKP.ALLI
APPLT —
I
CAULI:INr. UNDEP. SILL
OC SET SILL IN
BC: — 'NS!LLL-:iE\ ANr}tOP I OT CG•:f?Et_
Di= ic.CON 11l//I' TUN A Fc,
12002
A 1
I I
1
Ir
B
29(M
SLRIES
AND
SW SERIES. REVDESCRIPTION DATE IN I -
L O P I D
A EXTRUDERS INT. INC. SANFORD F L
1 I I TITLE: SLIDIN;
CLASS DOOR NST='.LLATi0N N./iTH 110
SCPrWS F!AW, BY: ?3 11.?
PROVED BY: DATE: i21!7/Oi SCALE:
I'i: LONG ffLEXXV SNi I E
1000 P.V./DESIGNER
SILL (TYP.)
a8 X 3/4 SELF
TAPPING SMS
1 X 2 X 1/8
TUBE MULLION
SEALANT BETVEEN
VINDOV FLANGES-
MULLION
SEALANT BETVEEN If
a8VINDDVFLANGES
L MULLION .
X 3/4 SELF
TAPPING SMS1000S.H.
HEAD (TYP.)
SEALANT BETVEEN
vINDOv FLANGES . SECTION A -A ( I )
L MULLION
1000.P.V./DESIGNER
SILL (TYP.)
a8 X 3/4 SELF
TAPPING SMS
1 X 2 7/16 X 1/8
TUBE MULLION
SEALANT BETVEEN
VINDOV FLANGES
L MULLION
28 X 3/4 SELF
l000 SA TAPPING SMS
HEAD (TYP.)
SEALANT BETVEEN SECTION A -A (3)
VINDO•: FLANGES
L MULLION
r1000 P.V./DESIGNER SEALANT 'BETVEEN
I SILL (TYP.) VIN OV FLANGES
I L MULLION
a8 X 3/4 SELF
TAPPING SMS
rnT U4
j'! x 4 X 1/8
j—Znrl / TUBE MULLION
4E X 3/4 SELF
TAPPING SMS !
000 S.H.
1000 P.V./DESIGNER AUXILIARY PI AT
SELL (TYP.) (FOR ADDITU)ML MOICRS. VHEN RCOUIRC-D)
D
48 X 3/4 SELF DETAIL C
TAPPING SMS
O O
I X 2 X 3/8 - -
TUBE MULLION
GENTS FLOR.DA
FB.
O. A0 BY VOOD
98 X 3/4 SELF UCK BY OTHEF
1000 S.K TAPPING SMS' MANUFACTURER NA ME: HEAD (TYP.)
OR/P9 FfRI/ SECTION A -A (2) -
1000 P.V./DESIGNER
MASTER FHE
SILL (TYP.)
X3/4 SELF t000 P.V./DESIGNER
T"
8
PPING SMS SILL (TYPJ
1X27/16X3/8
TUBE MULLION A8 X 3/4 SELF
TAPPING SMS
Ny,@l, TUBE MULLION
I' II SEALANT BETVEEN
ICI vINDOv FLANGE -
08 X 3/4 SELF
1000 S.K TAPPING SMS
HEAD (TYP.)
SECTION A -A (4)
r1000 P.V./DESIGNER
SILL (TYP.)
118 X 3/4 SELF
TAPPING SMS
I X 4 X 3/8
1(1F j r TUBE MULLION
a8 X 3/4 SELF
1000 S.H. TAPPING SMS
HEAD (TYP.)
f
APPLIES TO HEAD & SILL WHERE I' X 4"
2' X 4" TUBE MULLIONS ARE USED
SHEATHING
INSTALLATION ANCHOR C8 VQOD
SCREV (TYP.)
EXTERNAL MULLION
INSTALLATION CLIP —'
MULLION ._-
ui -
PF7TAII r
mom
LI 1 1/8' MIN.
III------
E BEM DMENT ELEvAnoN
1COED FROM EXTERIOR
FTA!t APPLIES TO HEAD & S:LL WHERE I' X 2'
h V x 2 7/16' UBE uULUONS ARE USED
nc...ac
Y INSTALLATION ANO 2
X I )D VOOD SCREV
i TP.)
HCRIZ. CLIP
8 X 3/4 SELF
TAPPING SMS
1000 S.H. SECTION A-.4 (7)
HEAD (TYP.) I L I V8• NLx
f
a
Eh?EDhEni
FLORIDA EXTRUDERS `SANFORD, FLORIDA
TITLE: SER. 1000/ 1500 r I N SHEC T 1 OF 2'
HORIZONTAL MULLION SECTIONS
SEE OTHER SIDE (SHEET 2 LT 2) FOP
DESIGN PRESSURC CAPACITIES
JDRAvn: BY:MSH I A?PRO`+ED BY:
1 X c X 1/e S.K — — i A c x ,/u C'Mr E, VOC-0—
JN , - I . -Er MLFT*-I=r K_!.Llr TL _L je,4 CKE.U, EY OTHE;S
114' 111N.
X 1/2 SELF OLI X 1/2 S:1_F EMBEDIENT
TAPP;NG SMS TAFFiING-SMS
SEALMT- BL-TV-
13
VIM MV 'FLA.-CET S,LsL-_q rLAUNCIES P,
z),3Lhu— rju p;
X;I-L/2 SELF
TUBE IQL c,
TAPP i"'s sms R,! PING SMS ......... .
SCALANT BETVIMN. 7
TAP
Lia
SECTIOW A —A. (1 SEQTIQN-_'A=A (2 -.7i
CNmr,
VX 2 7/16 X 1/6
X G/E NO3 S.
TUEr MLILLMN
1 X 7116 .
JAMB (TY.IJ
It-16 C. C. S.R VEE
JAMB (T.P
Its Y. V2 SELF
S x !12 SELF c
TAPPING SUS8X112SELF
TAPP114C SMS TAPPING SMS . . I
N,,L_ SCALAN7 BETV.-ENVINMVFLAtZES
it a:t KILL IGN
TAPPING SMS
SECTION A —A I S5
TI x It k i/E
TL12E M'jL'-!O.N
C=
48 X 1-112 SELF-
SZAL.A.I;T ErTVI-EN TA=P;NG SMS
VEN-1014 FLANGES
MULL ILI"
f/2 ..ELF-
T2PP I N G' SMS
ECTiON A —A (4)
X 4 X 31S
A,
JP1. 3 ',TYP.,
L
ts z i/s_ S-fl-F
TAF::4n_ s".'S SZALJIT
E::TVU:n W14C41,
FLAh*_1s L
KUIDc SECTION
A —A (7) TAIL
C I
1 -
1111i , el 6 OLTET,
AHL _
Sy .;R cc-NCREH, cc ljqsc!Npf 7 VEY10THZ7RS14
14 INSTALLATIC /
I
i' . TAP
CON S C;:Zz V 51 .2 EXTERNAL MULLIW
INS T
ALLA UaN !.CUPhh ITYP16CMULLION TO
coNc ES TO
HEAZ 6c SI 4"._TUBE
MULL's tn 0
F_
7A! Lf-VISTALLATIGN
ANCSUR Ile' DIA, TAP SCREV SILL
CLIP
1/', His.
mBZ5H__N_
F;7-
AST SR.L Elf C-HE;ZS Z;":-R
4DG'T!0N4L Vr- U R UMM E) D
VIEVIIE-
l'
FIRC)m EXTE-RiOR INTERNATIONAL, INC
FLORIDA EXTRUDERSSAINFORD, FLORIDA iTITLE: 0
0, 0- 5,_; 0 LAN G, E S H, E T 1 OF 2 T i;
7 z C, -rCC
D i :m?swN, Fi Y: APPROVED BY: i
iY .
MIAMI-MADE • MIAMI-DADE COUNTY. FLORI
METRO-DADE FLAGLER BUILDI
BUILDING CODE COMPLIANCE OFF1
MEI'RO-DADE FI.AGI.r•.R BUILDI
140 wI it rLAc,tzit s*ntru. sure: 1
MIAMI, FLORIDA 33130.1
PRODUCT CONTROL NOTICE Or ACCEPTANCE 305)375-2901 FAX (305) 375.2
Prentdor Entry Systems ONTINC.'COR LICENSINGSEX.T
911 E..ieferson, P.O. Box 76 303)373.2327 FAX(305)373.:
Pittsburgh ,KS 66762 CON•rtt.tc-roR NNFORCl Mani mvis
3us) 373-29645 VAN (305) 371-:
ruot)ucr CoN'raot. mvis
303) 375-2902 VAN (345) 3724
Your application for Notice of Acceptance (NOA) of
Eittergy 6-8 S-W/E Inswing Glazed Doable w/sidelites Residential Stchl 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 -Da(
County Building Code Compliance Office (BCCO) under *the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure 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 i1
determined by BCCO that this product or material fails to meet the requirements of (lie South Flor
Buildi.n` Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01-0314.2S
EXPIRES: 04/02/2006 Rout ttoangucz
Chief Product Control Division
THIS IS TIME COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE C PRODUCT REVI ENV C0NUMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Buildi
Code and Product Review Committee to be used in Nliattti-Dade County, Florida under the conditions
forth above.
APPROVED: 061051200i
X-rc. 4-"
Francisco J. Quintana, R.A.
Director
Miami -Dade Count),
Building Code Compliance Offic
Premdor Entry Systems ACCEPTANCE No.: 01-0314.25
APPROVED : JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: SI'ECit:1C CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000
approves a residential insulated door, as described in Section 2 of this Notice of Accepta
designed to comply -with the South Florida Building Code (SFBC), 1994 Edition for Miami-t
County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 23
not exceed the Design Pressure Rating values indicated in the approvcd drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entergy 6-8 S-NV/E Insiving Glazctl Double 'Residential Insulated Steel Doors
Sidelites- and its components shall. be constructed in strict compliance with the follo%
documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Prcmdor (Entergy 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-Dadc Co'
Product Control approval stamp with the Notice of Acceptance number and approval date by
Miami-Dadc County Product Control Division. These documents shall hereinafter be referred t
the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i
approved drawings. Sin -lc door units shall include all components described in the active Icaf o
this approval.
3.2 Unit shall be installed only at locations protected by a canopy or overhang .such that the ang!e
between the edge of canopy or overhang to sill is'less than 45 degrees. Unless unit is installed.ir
non -habitable areas where the unit and the area are 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 protect' on system (shutters): the installation of this unit will require a hum,
ai•otcction syster n.
S. LABELING
5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami-Dadc County Product Control Approved
6. BUILpING PERMIT.REQUIREtMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate conics ofthc approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installatio
6.1.3 Any other documents required by the Building Off icial or the South Florida Building Co.
SFBC) in order to properly evaluate the install ion of this system.
Nlanu l Pcrc2, P.E. Product Co C Exan.
Product Control Division
Premdor Entry Systems ACCEPTANCE No.: 0I-0314.25
APPROVED
EXPIRES
JUN 0 5 2001
April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered aner 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 iP.
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 acceplar
including the correct installation of the product.
d. The engineer who originally prepared, signed and scaled the required documentation initi,
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall
automatically because for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate feel and granted by this
office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or
other purposes.
6. The Notice of Acceptance number preceded by th6 words Miami -Dade County, Florida, and
followed by the expiration date may be displaycd in advertising literature. If any portion of the
Notice of Acceptance is displaycd, then it shall be done in its entirety.
7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all time. The engineer needs riot 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.
END OF T111S ACCEl "ANCE
MinucYPcrez, P.C.; Product Contr ream
Produ 'ntrol Division
11
Glazed Units
COP-WL-MA0100-02
FIBERGLASS DOORS
6'8" Height — Inswing
Arrangement
X
Singles (t-jldlh)
2'0"
COP-WL-MA0141-02
I i t OP Rating
02-0419.08 52.0 NO
Application Filed)
2'6"
2'8"
2'10"
3'0"
316" Not Listed Not Listed
X0, OX. OXO
4
I
l
2'8" + 1'0"
1 ,
COP-WL-MA0143-02
tl' l
02-0419.08
Application Flied)
t• 1
52.0 NO
2'8" + 1'2"
2'10" + 1'0"
2'10" + 1'2"
37 + 1'D"
3'0" + 1'2"
1'0" + 2'8" + 1'0"
COP-WL-MA0144-02
02-0419.08
Application Filed) 52.0 NO
I
I
17 + 2'10" + 1'0"
1'2" + 2'8" + 17'
1'D" + 2'8" + 1'0"
1'C" - 37 + 1'0"
1'2" + 2'10" + 1'2"
1'2" + 3'0" + 1'2"
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8'
2'10" + 2'10" + 2'10"
3'0" + 3'0" + 3'0"
XX, OXXO
2'8" + 2'8"
COP-WL-MA0142-02
02-0419.08
Application Filed) 52.0 NO
2'8" + 2'8"
2'10" + 2'10"
3'0" + 3'0"
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MA0145-02
02-0419.08
Application Filed) 52.0 NO
2'8" ; 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10" + 2'10'
3'0" + 37 + TO" + 3'0"
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design & geographic location Is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201,
P:20? & PAK .
0
Oak aff ART EW
I1II.Y.NGI.A(S •..TKY1,009% r•.o.,N FNgu' C." 2!=
o•' •'r o•••• APr 79. Md7
Masonite international Corporation1e, coaI'll p puq,im of p, Y.YrI mlwo-mum ,1,71n rDetdKriam. desgn ma p•odlttl
0[41i1 : *ZI w Ch3rW Alm A6tire.
Glazed Units
X
X0, OX. OXO
XX. OXXO
COP-WL-MA0100.02
FIBERGLASS DOORS
6'8" Height — Clutswing
2,0„
COP-WL-MA0161-02
02-0418.03
Application Filed) 55.0 NO
2'6"
2'8"
2' 10"
TO"
3'6" Not Listed
Multiples1 I
Not Listed
rl r r•
2'8" + 1'0"
COP-WL-MA0163.O2
02-0418.03
Application Filed) 55.0
1 1
NO
2'8" . 1'2"
2'13" + 1'0"
2'10" + 1'2"
3.r _ 1.01.
3'0" + 17'
17 + 2'8" + 17
C01I-WL-MA0164.02
02-0418.03
Application Filed) 55.0 NO
1
IT + 2'10" + 1'0"
17'+2'8"+17'
1'0" + 2.8" + 1'0"
l'O" + TO" + 1'0"
t'2" + 2'10" + 1'2"
1'2" + 3'0' + 1'2"
2'6" , 2'6" - 2'6"
2'8" + 2'8" + 2'8"
2'1C"+2'10"+2'10' j
TO" + 3'0" + TO"
2'8" + 2'8"
COF-WL-MA0162-02
02-0418.03
Application Filed) 55.0 NO
2'8" + 2'8'
210" + 2'10"
3'0" + TO"
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MAO165-02
02-0418.03
Application Filed) 55.0 NO
2'8" + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
3'0" + 3'0" + TO" + 3'0"
Notes:
1. Cccr a. rangernents using fewer panels than wh3! is shov:n in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonjle Warnalionat websile (www.masoiile.com) or from the technical center.
3. Installation instructions are available from the Masonile International websile (www.masonite.com) or from the technical center.
4. Acluat design pressure requirement for a specific building design & geographic loc2tlon is determined by ASCE 7 (Minimum design loads (or
buildings and olher 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,
PA2O2 & PA2O3.
Q_-aft ARK'
I .I:.. ,: r .1( h. I M Y,lloo4{ -I-., F4.j .Ew. C :.
ore i9. no?
Om'4-•wm.y aroQrem at proe. } emproYwicm mi\K Specitimom. aniaa mo onj,ct
aNia :.••:i`Ct to 0"U. Ntiar.
e..wt.atr no '
Maionite international Corporatio%
Glazed Units
COP-WL-MA0100.02
FIBERGLASS DOORS
8'0" Height — Inswing
j
I I
2'0"
r I
COP-WL-MA0146-02
I ,
02-0423.01
Application Filed)
UP Rating
40.0
Impact
NO
2'6"
2,10„ --
3'0"
TV Not Listed Not Listed
Arrangement
r
X.;. Ox, I-X0
Multiples r
2'8" + 1'0"
r IMiami-Bade
CCP-WL-MA0148-02
8CC0
02.0423.01
Application Filed)
UP Rating
40.0
Impact Rated
NO i
2'8" + 1'2"
2'l0" + 1'0"
TIT + IT"
I 37 +
COi'-WL-MA0149.02
02-0423.01
Application Filed) 40.0 NO I
1'2 + 2'8" + 17'
1'0" + 2'8" + 1'0" —
1'0" + 3'0" + IT"
1'2" +2'10" + IT
17' + 3'0" + 1'2"
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 2' 10" + 2' 10"
3'i:" + 's'0" + 3'0"
j
XX, OXXO
2,8„ r 2,3„
COP-WL-MA0147-02
02 0423.01
Application Filed) 40.0 NO
2'6" + 2'8—
210" + 210"
3'0" + 3'0"
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MA0150-02
02-0423.01
Application Filed) 40.0 NO
2'8" + 2'8" + 2'8" + 2'8"
2'l0" + 2.10" * 2'l0" + 2'l0"
3'0" + 3'0" + 3'0" + 3'0"
Notes:
1. Door arrangements us;I g fewer panels ti:ar, what is stlown in the above chart also comply under the product approvals shown.
2. Assembly detai!:; are available from, the Masonite Irkmalional website (www.masonite.com) or from the technical center.
3. insWIa:ion ins!rt!dio:,,s are W21ila;e from the f•,zson;le Inter.Vicn<I website (www.masonite.com) or from the technical center.
Actua: c_siqn pressure requi,•ement for a speci'ic cuild!ng design 8 geographic location Is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local b:,ilaing cods specify the edition required.
5. Masonile International structural, cyclic, air, waver, forced entry/or impact testing is done In accordance with Miami -Dade BCCO protocol PA2.01,
PA202 & PA203.
Oakc aff AR EK"
r
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0\r r D•.n
Matonite International Corporatio-
Glazed Units
FIBERGLASS DOORS
8'0" Height — Outswing
1Singles1
X
2'0"
ioniteInternationalt
COP-WL-MA0166-02
l• r•
02-0423.03
Application Filed)
1
47.0
1.
NO
2'6"
2'8"
2' 10"
3'0"
3'6" Not Listed
Ma'FoWfle
Not Listed
1Multiples1
X0, OX, OXO
2'8" + 1'0"
InternationalMiami-Da
CO'-WL-MA0168-02
de
02-0423.03
Application Filed)
Railing
47.0
Intpact keiii
NO
2'8" + 1'2"
2'10" + 1'0"
2'10" + 1'2"
37 + 1'D"
3'0" + 1'2"
1'0" + 2'8" + 1'0"
COF'-WL-MA0169-02
02-0423.03
Application Filed) 47.0 NO
1'0" + 2'10" + 17
1'2" + 2'8" + 1'2"
1'D" + 2'8" + 1'0"
1'0" + 3'0" + 1'0"
17' + 2'10" + 1'2"
1'2" + 3'0" + 1'2"
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
3'0" + 3'0" + 3'0"
XX, OXXO
2'8" + 2'8"
COP••WL-MA0167-02
02-0423.03
Application Filed) 47.0 NO
2'8" + 2'8"
2'10" + 2'10"
3'0" + 3'0"
26"+2'8"+2'6"+26"
COP-WL-MA0170-02
02-0423.03
Application Filed) 47.0 NO
2'8" + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
3'0" + 3'0" + 37 + 3'0"
Notes:
1. Door arrangements using fewer panels than what is shown in the ab)ve chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 0CCO protocol PA201.
PA202 8 PA203.
0
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d'I'd SaglO to [.Opt -thout wO ..
V
Opaque Units
FIBERGLASS DOORS
6'8" Height — Inswing
rILMM
X
WiffmImr-Ral
2'0"
COP-WL-MA0101-02
tIT, • 01-
1031.01 76.0 NO 2.
6" 2'
8" 2'
10" 3'
0" 3'
6" Not Listed Not Listed X0,
OX, OXO 2'
8" + 1'0" C013-
WL-MA0103-02 Miami -
Dade BCCO 02-
0109.10 Application
Filed) t
55.
0 NO 2'
8" + 17 2'
10" + 1'0" 2'
10" + 1'2" 37 +
1'0" 3'
0" + 17' 1'
0" + 2'8" + 17 COP-
WL-MA0104-02 02-
0109.10 Application
Filed) 55.0 NO 1'
0" + 2'10" + 1'0" 1'
2" + 2'8" + 1'2" 1'
0" + 2'8" + 1'0" 1'
0" + 3'0" + 1'0" 1'
2" + 2'10" + 1'2" 1'
2" + TO" + 1'2" 2'
6" + 2'6" + 2'6" 2'
8" + 2'8" + 2'8" 2'
10" + 2'10" + 2'10" 37 +
TO" + 3'0" XX,
OXXO 2'
8" + 2'8" COP•
WL-MA0102-02 02-
0109.10 Application
Filed) 55.0 NO 2'
8" + 2'8" 2'
10" + 2'10" TO" +
TO" 2'
6" + 2'8" + 2'6" + 2'6" COP-
WL-MA0105-02 02-
0109.10 Application
Filed) 55.0 NO 2'
8" + 2'8" + 2'8" + 2'8" 2'
10" + 2'10" + 2'10" + 2'10" 37 +
TO" + TO" + 37 Notes:
1.
Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2.
Assembly details are available from the Masonite International websi;e (www.masonite.com) or from the technical center. 3.
Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4.
Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings
and other structures). National, state or local building codes specify the edition required. 5.
Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202
8 PA203. 13
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Ud'.N....G.—Q, .~ nGlt[
Opaque Units
FIBERGLASS DOORS
6'8" Height — Outswing
Singles,
2'0"
2'6"
X 2'8"
2'10"
TO"
3'6"
I , , t
COII-WL-MA0121-02 01-1031.02
t • ,
76.0
ERR
NO
Not Listed Not Listed
X0, OX. OXO
Multiples,
2'8" + 1'0"
MailmlleInternationalD,
COF'-WL-MA0123-02
r
02-0109.09
Application Filed)
MoIJER
55.0 NO
2'8" + 1'2"
2'10" + 17
2'10" + 1'2"
TO" + 1'0"
TO" + 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"
1'2" + 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" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
TO" + 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" + 2'10"
TO" + 3'0"
2'6" + 2'8" + 2'6" + 2'6"
COP INL-MA0125-02
02-0109.09
Application Filed) 55.0 NO
2'8" + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
TO" + TO" + TO" + 3'0"
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design & {ieographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building code:; specify the edition required.
5. Masonite International structural, cyclic• air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201.
PA202 8 PA203.
0
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A:wd 29.2= Masonite International Corporation
Our CO._irp OrOdrem Of OIOd.CI imolO eOl mates WCOiUlodl, design And OrOd"I
Wd SVORCI 10 Cnerye nd00N MtKe.
Opaque Units
COP-WL-MA0100-02 . .
FIBERGLASS DOORS
8'0" Height — Inswing
1Singles;1
X
2'0"
Max:onile InternationalI1'
CO'-WL-MA0106-02
BCCO
02-0109.08
Application Filed)
OPRaling
70.0
1 1
NO
2'6"
2'8"
2'10"
TO"
3'6" Not Listed Not Listed
1Multiple1
X0. OX, OXO
2'8" + 110"
1 - M1111111117M.I.
COFI-WL-MA0108-02
17T.F.11=11111111-ITRan
02-0109.08
Application Filed) 55.0
1 1
NO
2'8" + 1'2"
2'10" + 1'0"
2'10" + 1'2"
37 + 1'0"
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" + 17
1'2" + 2'8" + 17'
1'D" + 2'8" + 1'0"
1'0" + 3'0" + 17
1'2" + 2'10" + 1'2"
1'2" + TO" + 1'2"
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2.8"
2'10" + 2'10" + 2'10"
TO" + TO" + 3'0"
XX, OXXO
TV + 2'8"
COP-WL-MA0107-02
02-0109.08
Application Filed) 55.0 NO
2'8" + 2'8"
2'10" + 2'10"
TO" + TO"
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MA0110-02
02-0109.08
Application Filed) 55.0 NO
2'8" + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
37 + TO" + 37 + 37
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design 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 8CCO protocol PA201,
PA202 8 PA203.
0
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Opaque Units
COP-WL-MA0100-02
FIBERGLASS DOORS
8'0" Height — Outswing
7X2.0"
2'6"
2'8"
2'10"
3'0"
3'6"
C0II-WL-MA0126-02
02-0109.07
Application Filed) 70.0 NO
Not Listed Not Listed
X0, OX, OXO
2'8" + 1'0"
COF,-WL-MA0128-02
Miami -Dade OCCO
02-0109.07
Application Filed)
UP Raling
55.0 NO
2'8" + 1'2"
2'10" + 1'0"
2'l0" + 1'2"
3'0" + IV
37 + 17
17 + 2'8" + 17
COP-WL-MA0129-02
02-0109.07
Application Filed) 55.0 NO
1'0" + 2'10" + 17
1'2" + 2'8" + 1'2"
1'0" + 2'8" + 1'0"
1'0" + 3'0" + 1'0"
12" + 2'10" + 17'
1'2" + 3'0" + 1'2"
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 2'10'* + 2' 10"
37 + 3'0" + 37
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 ab)ve chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201.
PA202 8 PA203.
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X 1 III 1
Unit I
SINGLE DOOR
6'
TYP.
6'
TYP.
6'8" UNIT 8V UNIT
13-15/16' 17.1/8'
MXIMUM
ON CENTER TYP.
Mlunumuur•rat961= "M
6 per vertical framing member
per horizontal framing member
Hinge and strike plates require two
2.1/:?" long screws per location.
Width of door unit plus 1/2"
Height of door unit plus 1/4"
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSVBHMA At 56.2) cylindrical and deadlock hardware be installed.
UNITS COVEREO 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) la::tener rating from the different fasteners being considered for use. Fasteners
analyzed for this unit include #8 and 110 wood screws or 3/16" Tap;ons.
2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of
1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country
approvals respectively. each with minimum 1-1/4" embedment.
3. Wood bucks by others. must be anchored properly to transfer loads to the structure.
0
April 29. 2002 Masonite International Corporation
Ow conl—nii OfODlaln Of DroOuO to OIOIMMl makes SDecdoCa ns.
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Unit r
SINGLE DOOR WITH 1 SIDELITE
3' 6' 6'
CL TYP. TYP. TYP.
TYP.
6-
TYP
6'8" UNIT 8'0" UNIT
13-15/16' 17.1/8'
MAXIMUM
ON CENTER TYP.
6 per vertical framing member
7 per horizontal framing member
Hinge and strike plates require two
2-1/2" long screws per location.
Rough Opening 1
Width of door unit plus 1/2"
Height of door unit plus 1/4"
t f t t ,t t t
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed.
Notes:
1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners
analyzed for this unit include 18 and #10 wood screws or 3/16''Tapcons.
2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of
1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country
approvals respectively, each with minimum 1-1/4" embedment.
3. Wood bucks by others, must be anchored properly to transfer loads to the structure. t
Alm, 29 20-32 Mationite International Corporation
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Unit
SINGLE DOOR WITH 2 SIDELITES
6, 6'
TYP TYP. CL TYP.
TYP.
6-
TYP.
6'8" UNIT 8'0' UNIT
13-15/16' 17-1/84
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 I t r 1
Width of door unit plus 1/2"
Height of door unit plus 1/4"
I I I I I I i I I r e
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" Tapcans.
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 :jingle 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
Ao,429. 2002 Masonile International Corporation
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Unit
DOUBLE DOOR WITH 2 SIDELITES
b
CL TYP-
TYP.
3• o
TYP. —P
I ll ll I ll Il l Il ll 1 TY1
It
6'8'
13-
t i t t t f t t t f t r r
ff linimum Fastener count
6 per vertical framing member
16 per horizontal framing member
Hin7e and strike plates require Iwo
2-1,2" long screws per location.
r r r
UNIT 8'8• UNIT
5/16" 17.1/8-
MAXIMUM
ON CENTER TYP.
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 At56.2) cylindrical and deadlock hardware be installed.
UNITS COVERED BY COP DOCUMENT 3147 or 3167
Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top
and (1) at bottom.
Notes:
1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners
analyzed for this unit include I8 and a10 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 tc the structure.
APO 29.2002 Masonite International Corpoeation
put CM—.0 W.O.— 01 O oo•el
gno
m0.0+Fnenl nU eS tOeC IKlIOni. ,
oesn JO,oOu Oela,. 10 OJnpe -•l l no1Ke 0
XX
Glazed Inswing Unit
APPROVED ARRANGEMENT:
o:
tr
lu
COP-WL-MA0142-02
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". r
Double Door
Maximum unit size . 67 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 lot 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:
0000 °® 00
00 00 00 00
100 Series 433. 135 Series 136 Series 822 Series
1/2 GLASS:
0 °
00 00 00 00 00 00
105 Series 106. 160 Series' 129 Series' 12 RA. 23 RA., 28 RA 107 Series' 108 Series 304 Series
Series'
this glass kit may also be used In the following door style: Eyebrow 5-panel with scroll
Oak raft AR 4 EK" r....•..
nkan.r.•.••.a ro.•N••emrr o^^n PREMDanK,.1I—i.. e
I
IUI:N(LA IS I:N1'M 1',000w\ April29.2002
Masonite International Corporation Ihn contffl—
g vog•am of 0r00uc1 ^ 1101MM1 makes speMicalgns, dn.bn and p•odu[t Mail S.
o w t0 eMOee ..I w n01(e
XX 0• rt r t
Glazed Inswing Unit r
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
404 Series 410 Series 109 Series I IT 120, 122 152 Series 149 Series 300 Series
Series
CERTIFIED TEST REPORTS:
CTt-A-805W-2
Certifying Engineer and License Number: Ramesh Patel, REJ20224
Unit Tested in Accordance with A4iami-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 I p 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 Cade, Chapter 17 (Structural Tests and Inspections).
State of Florida, Professional Engineer
Kurt Balthazor. P.E. — License Number 56533
Oak. _raft AR k EK'"
a Vo...., o...,
April 29. 2002
M d S O r1 11 a International Corporation
Om C0n1/..v moO or P,W- Pm1 mem m k,e SOKdiUtUnS. eupn JM oroaun
0eu, SAtw .0 C,-ge wnMul n01Ke
XO or OX
Glazed Inswing Unit
FIBERGLASS DOORS
APPROVED ARRANGEMENT:
Nate:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 6'8".
Single Door with 1 Sidelite
Maximum unit size . 6'0' x 6'8"
Design Pressure
52.0/-52.0
Limited water unless special threshold design is used.
Large Missile Impact Resislanc:
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specilic building design and geographic location is determined by ASCE 7-national.
state or local building codes specity the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or
MAD-WL-MA0006-02 and MAD-%VL-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:
a0 00
don
a0
00 00 00
100 Series 133. 135 Series 136 Series 822 Series
1/2 GLASS:
0 M 00 °
00 00 00 00 00 00
105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series
Series'
This glass La may also be used in me following door style: Eyebrow 5-panel wllh scroll
Oakraff AR k EK" .m
rI ul;.,a..1S LN I'., WII ,
Apn129.2:YJ2 Masonite International Corporation
a. Cen,m.n: o W,am 0, pOCo<I n,p.0.<m<nl mYCS spe<AKJlens. O<lgn yID YY...G
XO or OX
Glazed Inswing Unit .
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
as H1311
404 Series 410 Series 109 Series ru, t20. 122 152 Series tag Series 300 Series
Series
APPROVED SIDELITE STYLES:
129 Series 200 Series 12R. 12L. 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series
24R. 24L Series
CERTIFIED TEST REPORTS:
CTLA-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).
State of Florida, Professional Engineer
Kurt Balthazor. P.E. — License Number 56533
Oak raft AR k EK"
I,I 11 r:Rr:l..\..1:.V'1 w\,1+1111w ebn.l+.vNfaw N+. lr., Om•.
April 29. 2002
Our Camewnp o,opnm of p,00u0 nnol0+emrnl Inasef sOttJlcnalls. oes.pn and prooucl
Jr., sl'^. Ip CI.)net wlllloul --ce
Masonite International Corporation
Ox0
Glazed Inswing Unit
APPROVED ARRANGEMENT:
A ra
n;; pair. w8 ,
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 . 9'0- 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 regL irements for a specific building design and geographic location is determined by ASCE 7-national.
state or local building codes specify the edition r!quired.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or
MAD-WL-MA0007-02 and MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02.
APPROVED DOOR STYLES:
1/4 GLASS:
00 00 00
00 00 00
100 Series 133. 135 Series 136 Series 822 Series
1/2 GLASS:
0 UH HU 0 ° a
00 00 00 00 00 00
105 Series 106, 160 series' 129 Series' 12 RrL. 23 RA., 24 R/L 107 Series108 Series 304 Series Series'
This
glass kit Lly also be users in the following door style' Eyebrow 5-panel with scroll Oakcraff
AR k EK'y
I ,
IUL Mi`LA 1 !: N'I'M 1' Ullll X.1 fbi..G.a.n r—v.. I—, o— QS4;;Masonite April29. 2002 International Corporation 0.
1 cV nu•iio 010Q— pr plppuO -Dp orient T keS SpKiLUlOnl, a,,gn J"p pippucl all,
tupieCl 1p cr of wlMw M4'.
oxo
Glazed Inswing Unit
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
ao an
404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series
Series
APPROVED SIDELITE STYLES:
r
a a a 13
1J.
129 Series 200 Series 12R, 12L, 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series
24R, 24L Series
CERTIFIED TEST REPORTS:
CTLA-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 cavityof 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
Balthazar, P.E. — License Number 56533 Qak-.
raff AR k EK" 1716C."
cns1 ENI NI.00.1 K !To r2..Nu Lary oar. Aprd
29. 2002 Ore
cwtm0m0 oroprem or woomi %nwo, mml makes soetmeaons. dman and Product Ot10d
WNW 10 CrYn4e v dt. r r10uCt. Masonite
International Corporation
OXXO
Glazed Inswing Unit
APPROVED ARRANGEMENT:
COP-WL-MA0145-02
FIBERGLASS DOORS
0
Double Door with 2 Sidelites
Maximum unit size - 12.0- x 61'
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 building design and geographic location Is determined by ASCE 7-national,
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or
MAD-WL-MA0008-02 and MAD--WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02.
APPROVED DOOR STYLES:
1/4 GLASS:
00 aa00
00 00 00 00
100 Series 133. 135 Series 136 Series 822 Series
1/2 GLASS:
00 00 00 00 00 00
105 Series 106. 160 Series' 129 Series' 12 IUL, 23 RA., 24 WL 107 Series' 108 Series 304 Series
Series'
This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll
Oak raft AR EK"
1:11ILKCLANS l:N".1',000-N rb...1-1—c-1—,0— n/a/x t0
April 29. 2002 Masonite International Corporation
Ow comu,u•np 0100". a1 p,We mWWMM males $0KJKnans, des•gn ana wooun
Oe1aa wouu o cnange -anw —_
0xx0
Glazed Inswing Unit
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Senes
erie5
APPROVED SIDELITE STYLES:
0
a
0 0 1
129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series
24R, 24L Series
CERTIFIED TEST REPORTS:
CTLA-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 (if 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 r,_ AR EK'
I,In I: NI:L.\.\ l: r IMI'llr r1lN. No. U4 I.,r nu, 0m
ADrd 29. 2002
o.'cj. n Np poaram of oroOuP mo.ovemem marts iwaN:Avm. 6-c ar a Woa— am suolm to CMnae wahw wl '
O. r O•
Masonite International Corporation
XX
Glazed Inswing Unit
APPROVED ARRANGEMENT:
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".
Double Door
Maximum unit site . 6'0- x 8'0-
Design Pressure
40.0/-40.0
Limited water unless special threshold design I; 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 of 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:
H
00
404 Series
00
00
822 Series
108 Series
U
Oakcraff
W ...••I. e...n '1. ure•1 AIPFO EK'
VIISLMf.LA.NN LN1'My 000N1 Ibn.T..r.W fqw fn1/ Omn
April 29.2002 Masonite International Corporation
Ow conl.nu,ne p,op•+m or ploouct unyo+emem nukes smd.cxoO s. des.an f.a MOOun
0eu4 WNW 10 aaarpt ."Wo MM.
XX
Glazed Inswing Unit
8'0" FIBERGLASS DOORS
APPROVED DOOR STYLES:
FULL GLASS:
7
0
810 Series 852 Series 300 Series
CERTIFIED TEST REPORTS:
CTLA-805W
Certifying Engineer and License Number: Ramesh Patel, P.E./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY. STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Oak raft ARk EK'"
r ruLMG•k .gin l:ICr Ml ,uu nta r+n..r...n.a f—,gu..E_'0—
April 29. 2002
Ow com+m.rp program of product /ndro,,~A nukes SM.1,cArons. desgn ono Product
41.4 luineet to <tunde v4trdw nor.e<
Masonite International CorporaEion
XO or OX 'COP-WL-MAOM&O2
Glazed Inswing Unit I
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 87.
Single Door with 1 Sidelite
Maximum unit size • 6W 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.
stale or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that mininfum 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 mininfum installation details have been followed — see MID-WL-MA0003-02.
APPROVED DOOR STYLES:
1/4 GLASS:
MM
on
an
822 Series
1/2 GLASS:
Ela
an
ega Series 108 Series
U
Oal,--,-raft AR-kEK" t..l.:..1,,,•T /-
rnl.I wra.:a l[y rK s• nnnw ra„.r..vwra..p... 1-2••.. PREM0^",.11-
o.
Apot29 2002 Masonite International Corporation
dW 10-n-9 plpelr 1 el pleenp n410.enl nl m cs Spec-140g4t. etlgn AM a WM l
e11.4 $..W 1.1 LnMee —WO
XO or OX
Glazed Inswing Unit
APPROVED DOOR STYLES:
FULL GLASS:
H -
810 Series
APPROVED SIDELITE STYLES:
810" FIBERGLASS DOORS
0 -
300 Series
x 1
yrA
a
450 Series 852 Series 810 Series 300 Series
CERTIFIED TEST REPORTS:
CTtA-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-DAOE 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).
1EY'
I _Z,
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Oak AR 4 EK"
1'IUI: MI%lAt\ C-1-1',1)1IIIM( 1'UnT.../.ArM.(ne f.v)Oaen
April 29. 2002 Masonite International Corporation
Our conunw"' pooram of Moan enoro.emml m k,i soanKnans. oeS.yn and p OdW
4110 Su01et1 to'.'J )e rnn , noK,
Ox0
Glazed Inswing Unit
810" FIBERGLASS DOORS
APPROVED ARRANGEMENT:
i
G
O
O
hRE: Yec1! irk
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 8'0".
Single Door with 2 Sidelites
Maximum unit size • 9'0' x 8'0'
Design Pressure
40.0/-40.0
Limited water unless special threshold design i:: used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements lot a specilic 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:
MM
on
no
822 Series
1/2 GLASS:
H
an
a0a Series
Oakgraff AR O EW
1;1UI:NI:LA\\ CN'1'M 1' laI IIIN\ ra.n.l.. w.e 1-1— t— 0—
April 29. 2002
ow com+lwno ptoo,am or D w,t -,,,,mint nYses soepUAlOns, oeson am woouct
0111d s.byell 1. eftanpe wnllOw novae.
108 Series
o.. , p.
Masonite International Corporation
Ox0
Glazed Inswing Unit
APPROVED DOOR STYLES:
FULL GLASS:
810 Series
APPROVED SIDELITE STYLES:
COP•WL•MA0149.02
8`0" FIBERGLASS DOORS
300 Series
a
450 Series 852 Series 810 Series 300 Series
CERTIFIED TEST REPORTS:
CTLA-805W
Certifying Engineer and License Number: Ramesh Patel, P.E./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY. STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License [lumber 56533
O akcraff AR k EK"
I IULMe:LA\\ CNI. Ns'•U...' I., r"h 0^
April 29. 2002
0. comet nno prop... of omdu mpov mem makes swdC ,iom. oes c. and producl
oeud supper to en.npe rdf N Mtiee
Ow• rO.
M asonite International Corporation
OXXO
Glazed Inswing Unit
8'0" FIBERGLASS DOORS
APPROVED ARRANGEMENT:
t
O
O
y
4:
Double Door with 2 Sidelites
Ma dmum unit site - 12'0' x 8'0-
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 8'0".
Design Pressure
40.0/-40.0
Limited water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national,
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or
MAD-WL-MA0008-02 and MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02.
APPROVED DOOR STYLES:
1/4 GLASS:
1/2 GLASS:
n
as
404 Series
IMM
as
as
822 Series
a
108 Series
U
Oak AR EK'+ t.tlel;..1, I.am
I.,,.o le.lur<.I
I:IIIL'NI;LASS LN'I'M1' U1111141 U.—a ,.0 1—,peon
PREMDa QS4;;MasoniteApril29.2002 International Corporation
crw com—v o.o7— of oloeucl m70+emMl males sptcn:G19M, etsv a -a orm",
otlan 1ue11'11. CNN, _Mw W1 t.
OXXO
Glazed Inswing Unit
8'0" FIBERGLASS DOORS
APPROVED DOOR STYLES:
FULL GLASS:
Hr
810 Series 300 Series
APPROVED SIDELITE STYLES:
r
r
f
a
450 Series 852 Series 810 Series 300 Series
CERTIFIED TEST REPORTS:
CTLA-805W
Certifying Engineer and License Number: Ramesh Patel, P.E./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
O AR EK'" ak$-raft 4 r.
I INI:N(:L•\\\ L'N'IN\' n.l(INti rb..T..a...O ,Ow(Nu l.Nl, f rVln / .6
Aprd 29. 2002 Masonite International Corporation
0., C-1—V n09, of P'W_ -ma.e —'es s9ecdtaf ans. design an9 O,WW
Wig SUENO 10 chin9t w"",I n01-
XX
Glazed Outswing Unit
APPROVED ARRANGEMENT:
i fJ tt
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 unit size • 6'0' x 6'8'
Design Pressure
55.0/-55.0
Limited water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national,
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and
MAD-W L-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02.
APPROVED DOOR STYLES:
114 GLASS:
00 00 00
00 00 D0 00
100 Series 133. 135 Series 136 Series 822 Series
1/2 GLASS:
n
00 00 00 00 00 00
105 Series 106. 160 Series' 129 Series' 1211A. 23 ILL. 24 WL 107 Series' 108 Series 304 Series
Series'
This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll
Oakcraff AR EK'"
I ,I II I: NI:L.\.\.\ 1::."1'N 1'`IIr IIIN\ w..r.. a..w fe..ryr. L•v. 0•wr
Ap(A 29. 2002 Masonite International Corporation
dV COM. 7 M 7e OI 01Wd ^Iaro+e OU\ti SKO-1—S. 6t 0A aM WOdY l
1W 10,10 10 trlaOdt ..0-1 M1[t
XX
Glazed Outswing Unit
COP-WL-MA0162.02
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
00 00
404 Series 410 Series 109 Series 1 t 4, 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).
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Oak raff AR k EK'" o
1 `IUI: Mt:L.\\l l: N'1'"1'`UUIIMI Nw i..v.l rp..ruu 4.v, Om.. r1/-A• 9
April29.2002 Masonite International Corporation
ow CMli og woOr+m of Mom"(( mwo.tmr l rru(ei SMCr "4AS. d-on AN Mode l
o<Ud UN- to cru.gc "" .l nw-
XX
Glazed Outswing Unit
810" FIBERGLASS DOORS
APPROVED ARRANGEMENT:
i;''.ty
4
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 and site . 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 reclitirements for a specific building design and geographic location is determined by ASCE 7-national.
state or local building codes speciy, the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and
MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02.
APPROVED DOOR STYLES:
1/4 GLASS:
MM
00
00
822 Series
1/2 GLASS:
n
00
404 Series
0akcraff ARk EK'"
Aprd 29. 2002
0. c--.ne prdg— w wody mp+dr — —.es so(ed l9ns. oespd rM ww..
110'", rd Uunde ..~ n <,
0
108 Series
0-1
Masonite International Corporation
4 3 2 1
s4 PITERMEDMWI TESTILESFOR16' DE DOOR. REVISIONS
Y
4
EL YlY) rLWIE ADHESW (I:•C89) REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION oPTaw1 ¢
8 CLASS OR 1 B2 11/00 - MW'W OTY (1) WAS (2) FOR TRACK BOLT 1
e' ACRYLIC UTES AYAe.wC EE
sEcrloN B-e) HORIZONTAL
TRACK SLPPORT BY m
G MUH. DO sRES ATTACHED TO DOOR DOOR U'STALA. (TO 2 R0 SM
WITH PATENTED TOGS. -DC SYSTEM M
TOP,
WTM a CcKTER). D
IJ
ILA. GALV. sTEn FLAG ePACQr. EACH
rASTi]tED ro W000 3AMB WITN LACp)
s/1e•.1-s/e. Woao c SCREWS. LISTED(
CONFICLIR,, L HEADROOMIS B
QC ' AVAILABLE As AM OPTION O
VIEW Y" IHDpHr Mx•
STEEL TRACK wl.
TRACK TwDrtss:.oeo• u
1•
s -
o LOCK
POSITIOII GI+ T
Q
IMP. 2-1/2'.12 CALv. Eta TRACK BRACTr. BOTHSEES) &i
TWOPOWLDCmC ({) TRACK A02T$ PER SIDE tM
0
UN
TOP BRACKET REPORT#
9606C « 110°'°AL C
BARs
N A $- U-1 PATTERNO.
E. ONE
U-DNS ON EEDR ^. NFAmryw
OPTION E
TWO U-BNLS ON
BOTTCI SECTK)K swrom.
ETC.) /14d/e' SNQi PETAL SCRPAS oP1OKAL
VENTS A
OPTIONAL OUTSIDE KEYED LOCK POSITRON uAEL
ooaa WIDTH - 1e'-o• o 0 NOTE
1/:
J a• SEIf ATY]
eAS T SCRflYS. 3{
LA FM XNOES le LA INrtREETKAIr MWCE DOORS
1 .
3 LAC SCREWS ON 19 CCKTERS. 1 OD. 1K VIEW
t' DOORS
UP TO Y0' EILCI Op19R Of ({) S:noms (9 .Z CWFROAFRAME WKIIN U.v. -SH R WILD D. LAG SORE" MAY BE COU111ER91eE DOORS WFIt
Y-0' 1eoH CONSIST OF (a) SECIIOMs (110T 910KR1). a0Ai1NC ON OUTS)E SURFACE (BUT NOT REDURD) TO PIIDADE A N191 MOUNTING STOP MOUROM BY DOOR NSTNLEA (TO SLIT) SLISACL HORIZONTAL
AMISS 00 NOT rRANSFEA LOAD. 24 YELLOW
PNE 44W m G
I K GALV. STEEL END STILE n 2•
n
m }SB DASS OR OPT)ONAL 10 SCEW m GA GLV. REEL WTIIL SrU y 1
YREIDOK
LATE 3 1 /e ARmlc L B 1101DED WSIOESFSII011R-R 12 G CALV. STEEL TRACK( G . sTEF1
LITE RETAPER
e.3/:
PAN 11EM SCREW - BRACKETS FASTDED
TO WOW A" SKw OOArEO
W" c-{o MN. (10 5T7E3Y5 PER UTE) 3 e.{ AENo10Hs ON xl CENTERS (C-Io WTTN ONE s/IHi.I -sro' LAC SCREW G1Lvwz-Cl
BAKED -ON PRIMER. BOCK) dl :.• CIXIE% (2,000 PSI N/. COHORlL7 OR PER (RACK BRACKET. AND A
SHOD-4H POLYESTER 1/a•..• rIPEON sORMs ON 17-Ih' CORERS (2.oao 7/16" ID. ROINO T TOP COAT
APPLIED TO BOM SNAP LATCH ENGACCS PSI MN. fAE4ORTEI. WA4E76 NClLIOED WITH FASR]VER (ONE PER ROUEA) lea GALV. STEEL CEMEA EeHGE SIDES OF
STEEL SM. 12 CA. CALA.V STEEL T. CAOOOOWO9NxLAT . $IELK ANGIOIS, I" O.D. LAN. WASHER REgRED fA51ENEp i0 PIKER. STIES W({) WITH TAPG0E1s.
A oom MAY BE COUNNR9Rec 2' GKV.
STEEL TRACK FASTENED r0 1 GA GALV. STEEL ROUFR WIK.ES I.cS/B' S1EET METAL SCAENS. BUCKET ARIOIED
W/(4) WTER. STILE EACH SIDE
OF DOOR. (BUT NOT REOURM) TO PRO+DE A fUR9H 1=TEA. CALV. STEEL ATTACHED TORACKBRACKETS. EACH BRACERS. F1 TDIEDB' TO EN SCREWSW I SNP TAP
JCNIS. 14d e'
91EEr METAL MpRNSTI4c ACE HOWOKrAL 3AMBS DO NOT NTH ONE 1HED TOIL" CH a MAT {) I {'.3/{ UP'PPq SCRflYS PER END 1HIWOL UR LOAD.
OR TWO
1/4' OLA. RIVETS. OUTSIDE KEYED
ILArQE FNDFND
2"
DLL SNORT•S7EM, 10 BALL STEEL ROLLER. DID A
CALC EACH STILE SillE ,ly® MARK
WESTERFIELD. P11 E FASTENED M00
wad- PREPARAnom OF IAAMS BY OTHERS SECTION C-[ fiD11M PE /4e{93 STILES ZQ) 14.
3/e- NSIDE NAIME R Iy' NaaM ClAOl1TN
PE /
23832 SHEET3' TALL U$
ARa (4) 1/:.3/4' SELF OUTSIDE KEYED LOCK LOCK BAR m CL GILV.
STEEL TAPPWC SCREWS. SNAP 1AT01 IO,K OPTION ENGAGES w Mw YEILD STRO
CM: 50 KSI TRACK ON MOTE 2- ME DESIGN OF THE wPPoRTNc STRUCTURAL EIENORS DESIGN LOADS: +24.0 PSF k -24.5 PSF wu O OVT90E
EACH
SIDE
SB: 111E RESPONSIBILITYOFME PROFESSIONAL OF TEST LOADS: +36.0 PSF h -37.0 PSF 1 t s• 3• Vu .
10 a ULv. STEEL U-111 ENo SLIDE BOLT KQQLE Of DOOR RECORD FOR
THE BAIONC OR STR ANTE *0 N ACCORDANCE - W A 2-1-2-
1 PATTERN (LC TWO U-BARS STILE LOCK F)HUGEs WITH CImarr 8140NG CODES RDR
ME LOWS LOW ON NWRAAL 1KMW.Af.S. AWC ym N 61E ON BOTTOM SECRNH, ONE U-
BAR ON NW WO LUTIXAL iM$ ORAWYK:. .. Ww WADED 1rAL
NmRsID. PART NO.: r SER10N ETC.J. EACH
U-BAR ARAGNED TRACK. ONE NOTICE A MM I i SELF TAPP94
SCREWS LOCK ON ,V,M,y/q,T :a..e... Vrdese screw OtNUWiae Ck .-t
A 51EL 202
PER a LDEATION. DOH sm
s aaPAr BUU C PROD C S LD. TOLERANCES —IDEAL Cncn 106 ON 45202 e r,;, .a TIL Nu
I-Is-381-
1Boo p a a..n —L
soP.
w.A. .0 - t.03 {YES 00N OmmurL Fm Na I-513-T62-3519 SFFTIDN A -A (SIDE NEW) .
ulwi n, w iAA "i`Fa'„ M .00 - t.015DESCRIPTION: MODEL 6RST W4 I6-0 It8-0: 24/-24.5 DESIGN LOAD 000 - t.005 13 u
GILV. STEEL BOTTOM
BRACKET. ""y "- ` e-11.9+ - 1 .0000 - t.001 DRAWN BY:
SUM DATE: 4/18/00 SCALE: NTS DWG. ATTA04M WITH (2) E14'S/
B• BEET METAL SCREWS. Iws.a ,..MMa ItiSflvn R ALIAYMW 3RUSIam ii Z (JC
ThiM Angle - Oe9
es - tt/
2• CHECKED
BY: M1VW DATE: 4/18/00 SHEET 1 OF 1 SIZE 1J Projection 4 mEwjoRRs AAREE m
wogs, DWG. NO.: 102138 REV. NO. 1
MODEL: 6RST (25 GA. STEEL SKINT REVISIONS
MODEL: 4RST (24 GA. STEEL SKINT
LISTED
REV. NO ZONE: DATE: ECN NO. APPVD: DESCRIPTION
OPTIONAL DSO CLASS OR 1 IA4 1 11/00 - MWW OTY (1) WAS (2) FOR TRACK BoLr
1 8' ACRYLIC LITES AVAILABLE
1) INTERMEDIATE STILE (
EE SECTION B-B)
ATTACHED W HO(
1) I
LOG [(TOP &BOT)ILE 20 GAL MIN. END STILES ATTACHED TO DOOR
AND URETIW4 ADHESIVE (ALANC CENTER) SKIN WITH PATENTED TOG -I -LAC SYSTEM - 'I r 2' T 3' TALL
GALV. HORIZONTAL INSTALLERSUPPORTTOSUIT]
Dr-• A OP, BOTTOM & CENTER). 20 CA CAIV. STEEL
CI
n
T 13 CA GALV. STEEL FLAG BRACKET.
REPORT#9606C 18 LE GALV. ROLLER AC ET E TOPACH EACH FASTENED TO WOOD JAMB WITH
eRACICETx3/a ATTACHED r/(3)
3) 5/16'xl-5/8' WOOD LAC SCREWS.
I 25 GA. MIN. GALV. /14xs/•' SHEET MEGA
LOW
DOUBLE TRACK
STEEL SKIN COATED SCREWS. E LOW HEADROOM ISLOCKPOSITIONWITHABED -ON PRIMER. y LAP ,S
0TRACK CONFIGURATION
BOTH $IDES)
AKAND
A BAKED-0N POLYESTER Cl AVAILABLE AS AN OPTION TWO
POINT LOCKING TOP COAT APPLIED TO BOTH DOOR SIDES
OF STEEL SKIN. 14 u GkLV. STEEL HEIGHT 1' END
HINGE. EACH 6-6 70 ONE3' TALL x FASTENED M Om 2- GALV. STEEL TRACK 51¢1S r 4) uxs 9 7 -0 6 20CDU—BAR ION KSI) SHEET
e.
MIN.
TRACK THICKNESS: .060' PER
DOOR SECTION. END SLIDE BOLT & (4) 1/4'.3/4' SELF 1" 8 -
0 88 STILE
LOCK ENGAGES TAPPING SUMNS INTO
VERTICAL x C` TRACK. ONE 0 TYP. 2-1/2'x 12 GA GALV. STEEL TRACK BRACKET. QQQQGGGG,,,,,,????
TT1111 4 p,. J' TALL . 20 G GALV. _ x"'
a— LEACH SIDE PER SECTION. V- ARC (4)
TRACK BRACKETS PER SLOE M
OPTIONAL OUTSIDE KEYED LOCK POSITION OF DOOR. r6H TYro 1 413/4' _SELFW TAPPING o LHR TOP BRACKET MAX. DOOR WIDTH 9'0' T• NINSIDE
SLIDE BOLT DOUBLE HORIZONTAL OkII445/
8- SHEET METAL SCREWS LOCK OPnON TRACK NOTE
1, LL.
L DOORS
UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SHOWN). FRONT FRAME WITH U.V. DOORS
OVER 7'-O' HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). COATING ON OUTSIDE SURFACEDOUBLE TRA'13
4 GALV. STEEL BOTTOM ,rY- LOW HEADROOM OPON O
VERTC,L JAM8 ATTACHMENT (WOOD FRAME BlnL1T!NCS): BRACKET. ATTAOHM LAIR Tw L1/
4'x3/4' SELF 1/Z'x3' lAC SCREWS ON 24' CENTERS. I' O.D. YIN. J /14.5/8 SHEET METAL SCREWS. ii i1 v
WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK "" \ SSB CLASS OR OPTIONAL 10 SCREW TAPPING
SCREWS. AWINIUY
ADaRusioNTNERSTRI WINDOW LIRE 14
CA ENO HINGES 18 GA INTERMEDIATE HINGE ( NOT REQUIRED) TO PROVIDE DOA FLUSH MOUNTING k VINYL rTw1RH[it571trP. 1/9' IJTE $ECTKTN
B-B SURFACE. HORIZONTAL JMiBS DO NOT TRANSFER LOAD. MEW ''
B VIEW C r
STOP MOULDING BY DOOR INSTALLER (TO SUIT) 2x6
YELLOW PINE JAMB 1 / r 20 GEL MIN. GALV. STEEL END STILE 20
GEL CALV. STEEL INTER. 12
GA GALV. STEEL TRACK BRACKETS
FASTENED TO WOOD JAMB WITH
ONE 5/16'xl-5/8' LAG SCREW PER
TRACK BRACKET. SECTION
A -A (SIDE VIEW) J8x3/
4" PAN HEAD SCREW TIC VERTICAL
JAMB ATTACHMENT (CI MOLDED INSIDE (10
SCREWS PFR LlTE) END 7
RTI
PSI
MIN. CONCRETE C4LUMN I
STILE
3
8'x4' SLEEVE ANCHORS ON 24' CENTERS (BOTH LITE RETAINER INTER.
C-
90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES SnLE 1/
4%4' TAPCON SCREWS ON 24' CENTERS (2.000 ONTO VERTICAL. TRACK. PSI
MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON SLEEVE
ANCHORS. I" O.D. MIN. WASHERS REQUIRED EACH SIDE OF DOOR. WITH
TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT
NOT REOUIRED) TO PROVIDE A FLUSH OUTSIDE MOUNTING
SURFACE HORIZONTAL. JAMBS DO NOT HANDLE TRANSFER
LOAD. OUTSIDE KEYED HANDLE18
GA GALV. STEEL CENTER HINGE STILE
END
LOCK
BAR ENGAGES
IN TRACK
ON EACH
SIDE OF
DOOR. Al
I
FASTENED
TO INTER. STILES W 4) 2"
GAIN. STEEL TRACK FASTENED TO J ` 14 GA. GALV. STEEL ROLLER HINGES /14x5/
8" SHEET METAL SCR I
OUTSIDE KEYED LOCK LOCK
BAR LOCKING 12
GA GALV. STEEL TRACK BRACKETS. FASTENED TO ENO STILES EACH W/(4) INSIDE
HANDLE TRACK
ATrACHEO TO EACH BRACKET 14x5/8" SHEET METAL SCREWS AND DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. WITH
ONE 1/4"x5/8" BOLT & NUT (4) I/4'.3/4- SELF TAPPING SCREWS PER END HINGE. OUTSIDE KEYED LOCK TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. OR
TWO 1/4" DA. RIVETS. SNAP LATCH LOCK OPTION Row.
ax.s,o .R Ram w awe 2"
OLA. SHORT STEM, 10 BALL STEEL ROLLER. PREPARATION
OF JAMBS BY OTHERS. f ronK.i PART
NO.: - HT+12
A JAMB
CONFLGURAnON QOPAY r1N[gA m lFieaa
Sorted 011Jw.ue !12 Tf A A Sala 1600 fTOLERANCES —
IDEAL C6ldnmti OH 45202 SECTION
C-C n •.el. w r a
d.da+.0. e.eG aw4aeme. id
Ala I-13-381-4800 0 -
1;.03 mus woomm Fax ft 1-513-782-3519 NOTE
2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL
BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD
FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH
CURRENT BUILDING CODES FOR THE LOADS LISTED ON MARK WESTERFIELD, P.E. A
L i
x,Pn,'e w r,, m eel
4eeaan ^^4 xd
a,..r.aw. 00 '
t •015 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD 000
t.005 0000 >:.
001 DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. T Degrea,
FLORIDAP.E. 48495 THISDRAWING. J !/ Third Mgk t
1/2• CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF I SIZE LJ NORTH
CAROUNA P.E. /23832 Prof«bon - Unbax Slated M>.er.(x Oyp4Spms
ARE IN 11.CHm DWG. NO.: 102137 REV. NO. I 4
3 2 rPSIi'B990'i^ ITr4a iTif n aTa r.h,
10-03-203 9:S2AM FROM P.1
CITY OF SANFORD PEPI%Irr APPLICATION
Permit # :_-L 9 Date:
Job Address: 0 a Qe
Description of Work: ,P. r /i y S
Historic District: Zoning: Value of Work:
L, e w V'orzc qq
Permit Type: Building Electrical A.-'_ Meehtlrtical _ Plumbing Fire Sprinlder/Alarm Pool
Electrical: New Servioc — # of AMPS Addidon/Altera6on Change ofScnicc Temporary Pole
Mechanical: Residential Non -Residential Replacement, New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Linty # of Gras Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type; Residential t Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FBNIA form required ro. Omer than X)
r
Parcel #; //
Cln(
Attach Proof of Ownership & Legal Descriptioq)
Otvn¢rs Namc 8t Address: /Sf
Clntt a F Phone: 3azrP1 1
Contractor amc & Address: /%O- r ii 4'4! [/d l l%Ltr i i%' r C i „a %%ay
State License Num ber:
Phone &Fs,r; 0 f` _ p.t3-OictPerson: Phone:
Bonding Company:
Addre.e5:
MorteaCe Lender:
Address:
ArehitccVE:ngineer: I'hone:
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 commcncod prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction, I understand that a separate
permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS. WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurau and that all work will be done in compliance. with all applicxnln law, rcgulacingconstructionandtoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOult PAY!N6,
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDP.R OK AN
ATTORNEY BEFORF, RECORDING YOUK NOTICE OF COMMENCEMENT.
STLCE: In addition to the requirements of this permit, there may be additional n:strictions applicable to this property that may be found in the public records o:
this county, and there may be additional permits required from other govcmmenta entities such as water management districts, state agencies, or federal Agencies.
Acceptance of permit is verification that I will notify the owner of the property of the rcquircment5 of Florida Lien Law, FS 713.
Signsturt of Uwner/ARenr
Print Owncr/Agent': Nornc
Date
Signature of Votary -State of Horida Date
Uwner/Agent is --_J'crsonally Known to Me or
Produced ID ..
Sicnaturc of Contractor/ACew Date
Pri/nt C: for/Agent's Namc
S,Snature
Oi
ry-Sutc of Flunda Uate
Contractor/A%cnt is-1'1crsonally Known to Me or MY Cornmfealon D0201661
Produced ID _ of Expires May 17 2007
APPLICATION APPROVED BY: Bldg: ._— Zoning: Utilities:
Initial & Date) (Initial & Daic)
Spoc,ai Conditions:
F D:
Initial & Dutc) (Initial & Da(c)
T,!.?'„r[:yr :.w rr, ;, rr; •a1y'
CITY OF SANFORD PERMIT APPLICATION
Permit # ..
Job Address:
Description of Work: l
Historic District: Zoning: Value of Work: $
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pogl..
Electrical: New Service —:# of fjMPS Addition/Alteration Change of Service Temporary Pole
Mechanical! Residential Non -Residential Replacement __ New (Duct Layout & Energy Cali` Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial_
T —
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required, for o.Lhe.r than X)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address:
Phone:
o• Contractor Name & Address: __ 6. ';
ate License
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender:
Address:
ArchitecUEngineer:
Address:
Phone:
Fax:
RlkSSO
qG 7 5F,53onj1
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 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 bee in compliance with all applicabh: law:: r'cyit3ating construction
and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CON ENCEMENT MAY RESULT f1N Yol IT< 1'/%SING TWICE
FOR DAPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING ONSULT% WITH YOM LENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. / NOTICE:
In addition to the requirements of this permit, there may be additional restrictions this
county, and there may be additional permits required from other governmental entities < Acceptance
of permit is verification that I will notify the owner of the property of the Signature
of Owner/Agent Date Print
Owner/Agent's Name Signature
of Notary -State of Florida Date O%
wrer/Agent is _ Personally <nown to rote or Produced
ID be
found in the public records of state
agencies, oi,fr,deraI agencies. lurre
en t Flo a Law, F 713. l5
03 Signature
Cont.actor/Agent Date i-
T G. DELLO RUSSO Mm
Contractor agent's Na e Signature
of too_ -%-State o Flonda Date ti.
Contractor/
AL:ersonahv Known to Me or Produce,
APPLICATION
APPROVED 131': Bldg: Zoning: L;::.::e;. I:D: Initial &
Date) (Initial & [)at,:) Initial & Da[ `- (Initiate 1 & Dat: Special
Conditions: ri i+y,: MIRINDAC.TURNER w: A'/-
E£Ik41MSS N ,--N-24D 12893- a;
EXPIRES: JuneI 14 2007 4r
Bonded Thu Notary Puhlc Undarwriturs