HomeMy WebLinkAbout276 Clydesdale Cir - BR03-001512 - SFRPERMIT ADDRESS a
CONTRACTOR
ADDRESS D R Horton
6250 Hazeltine Nat'l Dr #102
Orlando, FL 32822
407)857-9101
PHONE NUMBER CBC 055300
PROPERTY OWNER S Q C, \
E19103:4 T.X
PHONE NUMBER
ELECTRICAL CONTRACTOR 00 M )A
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
DERMIT NUMBER
FEE
FEE
SUBDIVISION V p
PERMIT # O3 ' DATE
PERMIT DESCRIPTION %,- f—
PERMIT VALUATION (FX e98e)
SQUARE FOOTAGE C`1
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CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building located at
276 CLYDESDALE CIR for
which permit 03-00001512 has heretofore been issued on 4/17/03
has been completed according to plans and specifications filed in the
office of the Build in Official prior to the issuance of said building
permit, to wit as complies with all the
building, plumbing, elects cal, z ning 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:
Finaled
ZONING:
Inspected
UTILITIES:
Water Sewer
Lines In Lines In
Meter Sewer
Set Tap
Reclaimed
Water
FIRE:
Inspected
ENGINEERING:
Street
Drainage .,-e Paved
Maintenance
Bond
PUBLIC WORKS:
Street
Name Street
Signs Lights
Storm
Sewer Driveway
Street
Work
DESCRIPTION
WATER -SEWER IMPACT FEES
01-APPLCTN FEE -ELECTRIC
01-APPLCTN FEE -ELECTRIC
01-APPLCTN FEE -BUILDING
01-APPLCTN FEE -MECHANIC
01-APPLCTN FEE -PLUMBING
02-ENGNG DEVLPMT FEES
01-FIRE IMPACT - RESIDENT
01-LIBRARY IMPACT FEE
PPP.S PATn
DATE APPROVAL
DATE AMOUNT
5/16/03
5/21/03
4/17/03
5/21/03
4/21/03
4/17/03
4/17/03
4/17/03
20.00
20.00
10.00
10.00
10.00
10.00
59.27
54.00
PAGE:
CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building located at
276 CLYDESDALE CIR for
which permit 03-00001512 has heretofore been issued on 4/17/03
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-OPEN SPACE 4/17/03 279.61
01-POLICE IMPACT RESID 4/17/03 91.93
01-RADON GAS TAX FEE 4/17/03 12.27
01-ROAD IMPACT FEES 4/17/03 847.00
01-RECOVERY FD/CERT. PGM. 4/17/03 12.28
01-SCHOOL IMPACT FEE 4/17/03 1384.00
WD IMPACT:SINGLE FAMILY 4/17/03 650.00
SD IMPACT:SINGLE FAMILY 4/17/03 1700.00
11)ci o (l a`ti` $ I V .h
OWNER BU ING OFFICIAL / TE
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE:
PERMIT #: 1
ADDRESS:o
CONTRACTOR:
F.HONE #:
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
ngineering (2K 0- 3""&. /Z
i Fire
1Public Works Zoning
1 Utilities 3Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
w
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
03
d a3
SINGLE FAMILY RESIDENCE****
DATE:-
PERMIT #:
ADDRESS:1_G
CONTRACTOR: _ _\ (k
PHONE #: yC`1 - 8 o - y Q:b
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 0 Fire
Public Works Zoning _
tilitie*:; Licensin g
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
w
LMBC0401 CITY OF SANFORD
Address Misc. Information Maintenance
7/25/03
0 8 : 4 9 : 3 7
Location ID . . . . . . 251-685-
Parcel Number . . . . . 18.20.31.-0000-0210
Alternate location ID .
Location address . . . . 276 CLYDESDALE CIR
Primary related party .
Type information, press Enter.
Sequence Code(F4) App Free -form information Date
1.00 CSVC UT 3/4" WA METER SET FEE $190.00 OD 4-17-03 41703
500 CSVC UT REC 3
3.00 _
4.00 _
5.00 _
6.00 _
7. n _
8.00 _
97 _n _
1u-.0
Special
notes
More...
F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes
F10=Subdivsion Notes F12=Cancel
CERTIFCATE OF OCCUPANCY W10 3191o?
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE:
PERMIT #:
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.
J Engineering
ublic Works
Utilities
0 Fire
2-t--3
OZoning
Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATIONCERTIFICATE Read
the instructions on pages 1 - 7. O.
M.B. No. 3067-0077 Expires
July 31, 2002 SECTION
A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING
OWNER'S NAME Policy Number D.
R. HORTON HOMES BUILDING
STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 276
CLYDESDALE CIRCLE CITY
STATE ZIP CODE SANFORD
FL PROPERTY
DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, legal Description, etc.) LOT
21, BAKERS CROSSING, PHASE 2 BUILDING
USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL
LATITUDE/
LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: El GPS (Type): NN° -
NN' - NN.Ny" or NN.NNNNN NAD 1927 NAD 1983 USGS Quad Map Other. SECTION
B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81.
NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE SEMINOLE
COUNTY 120294 SEMINOLE I FLORIDA B4.
MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER
B6. FIRM INDEX DATE EFFECTIVEIROASED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 0045
E 4/17/95 4/170 X 24.5 B10.
Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS
Profile FIRM Community Determined N Other (Describe): NEAL HILER ENGINEERING, INC. B11.
Indicate the elevation datum used for the BFE in B9: N NGVD 1929 NAVD 1988 Other (Describe): B12.
Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes N No Designation Date SECTION
C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1.
Building elevations are based on: Construction Drawings' Building Under Construction' N 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 nodiagram accurately
represents the building, provide a sketch or photograph.) C3.
Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/All-A30, AR/AH, AR/AO Complete
Items C3.-,a-i below a000rding to the building diagram specified in Item C2. State the datum used. If thedatum 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
NGVD29 Conversion/Comments _ Elevation
reference mark used Does the elevation reference mark used appear on the FIRM? Yes N No u
a) Top of bottom floor (including basement or enclosure) 41. 0 ft.(m) Ca o
b) Top of next higher floor N/A. ft.(m) n o
c) Bottom of lowest horizontal structural member (V zones only) NIA. 8.(m) u
d) Attached garage (top of slab) 40. 5 fL(m) o
E
l o
e) Lowest elevation of machinery and/or equipment W servicing
the building (Describe in a Comments area) 40.5 ft.(m) E o
0 Lowest adjacent (finished) grade (LAG) 38.0 ft.(m) Z u
g) Highest adjacent (finished) grade (HAG) 40. 7 ft.(m) v o
h) No. of permanent openings (flood vents) within 1 ft. above adjaoent grade 0u
i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION
D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This
certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1
certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I
understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS
NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE:
PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, ADDRESS
CITY STATE ZIP CODE 320
E. SOUTH S+lA4.180h I ORLANDO FL 32801 SIGNATURE
DATE TELEPHONE A -
r - V111MAd4l\ 7/25103 (407) 426-7979 FEMA
Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS
IMPORTANT: In these spaces, copy the corresponding Information from Section A ForInsurance C«nparryUse:
BUILDING STREET ADDRESS (Including Apt, Unit. Suite, ardor Bldg. No.) OR P.O. ROUTE 6ND SOX 119. • , • PoltLy Number
276 CLYDESDALE CIRCLE
CITY STATE Z1P CODE Comparry NAIC Number
SANFORD FL
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
COMMENTS
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL;
MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certficate is intended for use as supporting information fora LOMA or LOMR-F,
Section C must be completed.
E1. Building Diagram Number _(Select the building diagram most similarto the buildingfor which this certificateis beingcompleted — seepages6 and 7. Ifno 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 _ 1(m) _in.(am) 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 _ fL(m) _in.(crm) above the highest adjacent
grade. Complete items C3.h and C3.1 on front ofform.
E4. For Zone AO only: If noflood depth number is available, is the top of the bottom floor elevated in accordance with the community s floodplain management ordinance?
Yes No Unknown The local offidal must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The properly owner orowner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E forZone A (without a FEMA4ssued orcommunity -
issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are corned tothe best of my knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS -
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance toadminister the oo mmunity's floodplain management ordinance cancomplete Sections A, B, C (orE), and G ofthis Elevation
Certificate. Complete the applicable item(s) and sign below.
Gt. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by
state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone AO.
G3. The following information (Items G4-G9) is provided for community floodplain management purposes.
G4. PERMIT NUMBER ISSUED M. ISSUED
G7. This permit has been issued for. New Construction Substantial Improvement
G8. Elevation of as -built lowest floor (inducing basement) of the building is: _ _fl.(m) Datum:
G9. BFE or (in Zone AO) depth of flooding at the building site is: _ fL(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
Check here if attachments
FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS
PLAT ,OF' 'SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 21, BAKERS CROSSING PHASE 2,
AS RECORDED IN PLAT BOOK 67, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
NOT PLATTED
10, ; 50.00'
S89'33'46"E O
A° °
O
N
LOT 21
VO zoo~• •'
CP:
o
L5.D
40.0'
5.0'
W
Cl)
N
ONE STORY
CONCRETE BLOCK
RESIDENCE N p) 1" - 30' O L Ka oNUe
FINISH FLOOR
ELEVATIONe41.01 U) O GRAPHIC SCALE
O a O N LOT .22 15 30
Z V)
COVERED
ENTRY
LOT 20 s.o zo.o 15.0' 5.0'
WALK IS
OFF
LITY EASEMENT
a;o N89'36'15"W...
50, 00' IN
0:
Pik
N 89'36'15' W
CERTIFIED TO.AND FOR THE
EXCLUSIVE USE OF: CLYDESDALE CIRCLE
D.R.H. TITLE COMPANY OF FLORIDA INC. TRACT "A" FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA
GEORGE D. RAINWATER AND LOIS E. RAINWATER 50' RIGHT OF WAY
C11 MORTGAGE COMPANY, I , LTD.
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE
THE REQUIREMENTS SET FORTH IN THE
CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A).
NOTE:
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY.
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 07-23-03. UNLESS OTHERWISE
SHOWN.
3. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
5. NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL
NO 120289 0045 E DATED 4/17/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X.
AREA OUTSIDE 100 YEAR FLOOD.
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY
VERTICAL CONTROL AS FURNISHED.
BEARINGS SHOWN HEREON ARE BASED ON
THE NORTHERLY LINE OF LOT 21 AS
BEING N89.36'15" W PER PROPOSED PLAT.
FIELD DATE:) 04-08-03
SCALE: 1 = 30 FEET
APPROVED BY: WM
REVISED:
07-23-03/CKS
BOARD 04-24-03/
IT10N 04-11-03 SOO
PLAN 1-24-03 JML
WALK IS
1.5' OFF
CENTERLINE OF
RIGHT OF WAY
PI
205.74_--_-- —Q
217.51'
LEGEND
BUILDING SETBACK LINE
CENTERLINE
RIGHT OF WAY LINE
3g EXISTING ELEVATION
CONCRETE -
LB LAND SURVEYING BUSINESS
LS LAND SURVEYOR
PRM PERMANENT REFERENCE MONUMENT
PCP PERMANENT CONTROL POINT
P) PER PLAT
M) MEASURED
FND FOUND
C/W CONCRETE WALK
S/W SIDEWALK
C CONCRETE PAD
CS CONCRETE SLAB
C CHORD LENGTH
PK PARKER KALON
R RADIUS
POC POINT OF CURVE
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LB#6393
320 EAST SOUTH STREET. SUITE 180
ORLANDO. FLORIDA
32801- (407) 426-7979
0 FND NAIL AND DISC
LB #4671 (07/23/03)
SET 1/2- IRON ROD AND CAP
O LO #6393 (07/23/03)
CNA CORNER NOT ACCESSIBLE
6 DENOTES DELTA ANGLE
L DENOTES ARC LENGTH
C.B. DENOTES CHORD BEARING
PC DENOTES POINT OF CURVATURE
PI DENOTES POINT OF INTERSECTION
PRC DENOTES POINT OF REVERSE CURVATURE
PT DE140TES PCINT OF TANGENCY
TYP TYPICAL
A/C AIR CONDITIONER
CBW CONCRETE BLOCK WALL
RP RADIUS POINT
CHU OVERHEAD UTILITY LINE
ID IDENTIFICATION
POL POINT ON LINE
PCC POINT OF COMPOUND CURVE
SURVEY, SUBJECT TO THE SURVEYOR'S NOTES
CONTAINED HEREON MEETS THE APPLICABLE
MINIMUM TECHNICAL STANDARDS" SET FORTH
BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS IN CHAPTER
61G17-6, FLORIDA ADMINISTRATIVE CODE
PURSUANT TO CHAPTER 472.027, FLORIDA
STATUTES.
FOR
THE
FIRM
WILLIAM R. MU CATELL4JRMW 28 D M
JOB NO. ASM39827
DRAWN BY:
CITY OF SANFORD PLUMBING PERMIT APPLICATION
Permit Number- D 3 - / f I Z Date:
1--4)
The undersigned hereby applies for a permit to install the following plumbing:
Owner's Name: (2- +0
Address of Job: - Q eoc-el ry sI Z 1, C dlPad 4 -Cr.
ADVANTAGE PLUMBING, IN .
Plumbing Contractor. P_0. Box 620027
OVIEDO, FLORIDA 32762-0027
Residential: (407MR-MVential:
By Signing this application I am stating that I am in compliance with City of n o lumbing Code.
Applicant s Signature S'-P I
C(- - 6®j- 7 79
State License Number
ADVANTAGE PLUMBING, INC. P.
OVIEDO FLORIDABox632762.0027 407) 366.3994
I
AN
Permit ume'N- - b-ft
The vqderslghcdOreby.a-pp Iowne
s'Name:' Address
of Job: 2 Electrical
Cohlractor. SO
Resid
FORD
ELECTRICA'',PiERMIT:APPLICATION a3
Dateles
Jqr a permit to jr6stall the'following electrical. Non-
ROWWW:, I
Number I Amount I Addition;
Alteration, Rep Ir (Residenlial & Non-ResidentiaD New.
Residential: Z
OVA- MPYS
I P-MAervce,---- Change
of.Service: From
AMP SefvW to -7) AMP SmrvlCo. Manufactuied.-
BuildI22. Descrl;
Ilori- Work:,- Appllcitlqn,
Piq.,: By
Signing this application I am stating that I,arr>l in qqm lance with City of Sanford Elect Code, L
0xcant i S' ure F'z 'ntiate
License Number 4'
CITY OF SAN"` FORD PERMIT APPLICATION
l a3ny,RR' 1•^•Yy{;r .7. gyirl >>7 Y¢}. r
w} 03= i
Permit #: C
Job Address:
Description a
Historic Distt
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pogl• .
Electrical: New Service — # of AMPS 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 WalefClosets Plumbing Repair— Residential or Commercial
Occupancy Type: Residential 7 Commercial Industrial Total Square Footage:
Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address: 'yC
Phone:
Contractor Name &-Address:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer
Address
License Nu-m 'er:
O 7 SP,s30
ti
Phone --- _--- - --
Fax: -
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperforatedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 do a compliance with'all'applicable laws miadatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMME EM[Eqr MAY RESULT iN YOUR I'AYiNG
TWICE FOR i 4PROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, C SULT ffH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
N TICE: In addition to the requirements of this tqpermit, there may be additional restricti s applicable t -s p that mays found in the public records of
this county, and there may be additional permits required from other governmental a ties such as age t dis 'cam, state agencies, or federal agencies.
X
Acceptance ofpermit is verification that I till notify the owner of the property the require of a -efi Law S 713.
5 JD3SignatureofOwner/Agent Date ignatureofConcactor/Agent Date
Ilo R So
Print Owner/Agent's Name Pri t
Rom+
ontractor agent's ame 4— IA,AJ _
Signature of Notary -State of Florida Date Signature of No_ -`-State of Florida Date
0%%iier/Agent is_ Personalh no%%n to Me or Contractor/Arez::s I'crsonalh Known to Me or
Produced ID Produce,:
APPLICATION APPROVED BY: Bldg: Zoning: 1;,:::::es: VD:
Initial & Date) (Initial & Date) (Initial fi Date) (hrtia 1 & Dat;
Specia! Conditions:
MIRINDAC. TURNER
MY COMMISSION # DD 0112132
P " EXPIRES: June 14, 2003
c.rded Thru ary KbIr Undamr tcrsNc
w
5-06-203 7:09Ar4 FRCJM
t1U(r:!0`Y.,q .- 1(,'f,VN'.MI!.'R.Y:/M.. •,,•,yr,. r. u.•, :\`._ .. ': ti:. •
CirV OF SANFORD PERMIT APPLICATION _
Permit $1 :
Job Addr
Descripti(
j prltj pl+lrletl 7.(tnigR Yvlue of Work: I
termit Typci Building Electrical .. Mechanical Plumbing __ f'im Sprinkler/Alarm Pool _-
Electrical: New Service - a of AMPS _J5 0 Addition/Alteration Change of Srnicc Temporary Pole_
Mechanical: Residential _ Non-Rdsidcntial Replacement New (Duct Layout & Energy Cale. Required)
Pi Jmbing/ Nay Commercial: a of Fixtures Is Of Water & Sewer Lines a of Gas LineS _•• _
Plumbing/New Residential: q of Water Closets._ Plutnbfag Repair - Residential or Commercial
Occupancy Type: Residential V" Commercial Industrial Total Square Footage: _
Construction Type: p of Stories: is of Dwelling Unim Flood Zone: (FENiA form requirud for other than X)
Parcel a:
Qwncra Name & Addr
Dr
Attach Proo(ufO,wnershfp4LsgalDt%crIption)r /
Contractor me & Address: y_V_LL.e— t - ` •`- "^
State Liccnse Numher•
Phone & Fax:J /=—.. `' y IL Contact Person: M .S t e
Bonding Company:
Addre.r:
Mortgage Lander. _
Address:
Ek- UU I5;_4_LL
Phone: Lf(„i- — 48 . 3C}
Phone _
ArchittvVEngineer:
Fa s:
Address: --
Application is hereby made to obtain a permit to do the work snd installations as indicated. I certify that no vAnk or installanon has corrunented prior to theissuanceofapermitandthatallworkwillbeptfnrtnedtomeetstandardsoralllawsregulatingctmructioninthisjurisdiction. I underhand thus a scparatcpermitmustbesecuredfoxELECTRICALWORKPLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS. ctc.
Q ER'S AFFiDAy IT: I certify that all of the foregoing information is accurate and scat all writ will be done in compliance with all applicable laws regularingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WRN YOUR LENDER OR ANATTORNEYBEFOR? RECORDiNO YOUR NOTICE OF COMMENCEMENT.
NOTICE: in addition in she requirements of thin permit. there may he additional restrictions applicable to this property that may be round in the public records ofthiscounty, and there may be additional permits requirod from other govemmortul cnnhca such as wu;r management dismc«, sti(te agencies, or federal agencies.
Acceptance of permit is veriricution ih;it I will notify the owner of ilic property of the requiremen of Flood en Law,
Date Sirrraturt of Conrrnctor/Abaft D]lc
Signature of Owner/Agent
Print OwrtcrMgcnt's Name Print Cuntraetor/AgcnC.% Nam
Signamrc of NWary•Sult of Florida f)atc f, iGn]turc of Nvoly- tc of FIonJ Uutc
Iwd i/AQCIII Lt __— YetiunDlty Kllnwn Ill MC tar (,'W,Iraelnr/A-enl li _Yrr:nn7ily Known IU Mr V,
Yrutluecp II')
Afll'Llt'A1'I()\° nlrPItOVC'.h (IV Illdg:—...... C r — 111.1131 ] DAIC (hrlial S IJalcll,ll t:%11 I)alu) O: (Illlllal l/illC) ( )
Npcci:d
4,MARIE A. ZETTLEMOYERMYCOMMISSIONaCC555100
o
s EXPIRES: Jul 15.2003
1 3•NOTgRy Fla Notary SoMce a ecrdln8 C.o•
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
A PARCEL OF 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 N 00'25'29"E A DISTANCE OF 195.00 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 897.66 FEET;
THENCE RUN S00'25'29"W A DISTANCE OF 47.87 FEET TO THE POINT OF BEGINNING; THENCE RUN S89'36'15"E A
DISTANCE OF 50.00 FEET; THENCE RUN S00'25'29"W A DISTANCE OF 110.00 FEET; THENCE RUN N89'36'15"W A
DISTANCE OF 50.00 FEET; THENCE RUN N00'25'29"E A DISTANCE OF 110.00 FEET TO THE POINT OF BEGINNING,
CONTAINING 0.13 ACRES t. S89'33'46"E 4897.66'
3.38' —
S89'33'46-E
F-
z
LL. w
I
Lj
In
zZ N
wdiv ~ O
o O U
z POINT
OF BEGINNING
PROPOSED
LOT
20 LOT
25 I
BAKERS CROSSING PHASE
I PLAT BOOK 60, PAGES
27-29. i
3
TRACT "B" RETENTION
POND o50.
00' S89'
36'15"E PROPOSED
LOT
21 N
5.
0' --- 40.
0' W
Cn
O
N o
In o O
CN 0
O
z
5.
0' CONCRETE
STEMWALL FOUNDATION TOP
OF CONCRETE ELEVATION •
41.01 5.
0' 15.
0' 10'
UTILITYEASEMENT 5.0
1' = 30'
GRAPHIC SCALE
0 15
30 PROPOSED LOT
22
5.0'
7LY e` e
1 3;
N89'
36'15"W 50.00'
NI VI
OI CENTERLINEOF NI RIGHTOFWAYUNNAMEDROADWAY
TRACT "A"
OF PROPOSED
BAKERS CROSSING PHASE 2 NOTE: CERTIFIED
TO
AND FOR THE EXCLUSIVE USE
OF: 1. PROPERTY
CORNERS SHOWN HEREON WERE D,R.H. TITLE COMPANY OF FLORIDA INC. SET/FOUNDON04-8-03. UNLESS OTHERWISE FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA SHOWN. CH
MORTGAGE COMPANY, 1 , LTD. 2. 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. 3. NO
UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT
AS SHOWN. 4. NOT
VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND
MAPPER. 5. ALL
INTERIOR DIMENSIONS WERE VERIFIED IN THE FIELD AND
SHOWN UPON THIS DRAWING. 6. THIS
IS AN AS -BUILT SURVEY DELINEATING CONSTRUCTED
IMPROVEMENTS ONLY AND COMPLIES
WITH SECTION 61G17-6.005 OF THE
FLORIDA ADMINISTRATIVE CODE FOR AN AS -BUILT
SURVEY. I HAVE
EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289
0045 E DATED 4/17/95 AND FOUND THE SUBJECT
PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE
100 YEAR FLOOD. ELEVATIONS SHOWN
HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL
AS FURNISHED. BEARINGS SHOWN
HEREON ARE BASED ON THE NORTHERLY
LINE OF LOT 21 AS BEING N89'
36'15' W PER PROPOSED PLAT. FIELD DATE:)
04-08-03 JREVISE'D:
SCALE: 1 =
30 FEET APPROVED BY:
WRM ASM39827 ORMBOARD
04-24-03/ JOB N0.
REPOSITION 04-
11-03 SDO DRAWN BY:
PLOT PLAN 1-24-03 JML LEGEND BUILDING
SETBACK
LINE CENTERLINE RIGHT
OF
WAY LINE EXISTING ELEVATION
CONCRETE LB
LAND
SURVEYING BUSINESS LS LAND
SURVEYOR PRM PERMANENT
REFERENCE MONUMENT PCP PERMANENT
CONTROL POINT P) PER
PLAT M) MEASURED
FND FOUND
C/W
CONCRETE WALK S/W
SIDEWALK CP CONCRETE
PAD CS CONCRETE
SLAB C CHORD
LENGTH PK PARKER
KALON R RADIUS
POC POINT
OF CURVE AMERICAN SURVEYING &
MAPPING CERTIFICATION OF
AUTHORIZATION NUMBER LBX6393 320 EAST
SOUTH STREET, SUITE 180 ORLANDO. FLORIDA
32801- (407)
426-7979 Q F14D
NAIL AND DISC LD #4671 (
04/8/03) SE 1/
2- IRON ROD AND CAP 0 LB #6393 (04/8/03) CNA CORNER
NOT ACCESSIBLE 0 DENOTES
DELTA ANGLE L DENOTES
ARC LENGTH C.B.
DENOTES CHORD BEARING PC DENOTES
POINT OF CURVATURE PI DENOTES
POINT OF INTERSECTION PRC DENOTES
POINT OF REVERSE CURVATURE PT DENOTES
POINT OF TANGENCY TYP TYPICAL
A/C
AIR CONDITIONER CBW CONCRETE
BLOCK WALL RP RADIUS
POINT OHU OVERHEAD
UTILITY LINE ID IDENTIFICATION
POL POINT
ON LINE PCC POINT
OF COMPOUND CURVE I HEREBY
CERTIFY, THAT THIS SURVEY, SUBJECT TO
THE SURVEYOR'S NOTES CONTAINED HEREON
MEETS THE APPLICABLE MINIMUM TECHNICAL
STANDARDS" SET FORTH BY THE
FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND
MAPPERS IN CHAPTER 61C17-6,
FLORIDA ADMINISTRATIVE CODE PURSUANT TO
C14APTER 472.027. FLORIDA q-Za-
1 3 FOR THE
FIRM
WILLIAM
R.
MUSCATELLO JR, PSM#4928 DATE
cca,
0
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 50, BAKERS CROSSING PHASE 1,
AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
BELGIAN WAY
PI
I
Onv
mlN
I
1"-30'
GRAPHIC SCALE
ITS^
0 15 30
In
IN
I O
r O
u a
I O
U-)
U3I4 o3
LLl of 28.32 z LLI
Q U
0
1
Q K Z V V
lU cV
V)
O
U O
Z1N89'17'34'W
25.00'
LOT 4-9
S89'27'49"E
0 10' DRAINAGE EASEMENT
55.0'
6.0' FORMBOARD FOUNDATION
o• TOP OF FORMS
6.0' ELEVA110N-30.00
U
65.0'
5' DRAINAGE EASEMENT
N89'27'49"W 110.
LOT 51
LEGEND
BUILDING SETBACK LINE Q FND NAIL AND DISCCENTERLINELB #4671 (04/16/03)
RIGHT OF WAY LINE FND 1/2 IRON ROD AND CAP
28 EXISTING ELEVATION LB #6393 (04/16/03)
CNA CORNER NOT ACCESSIBLEOCONCRETEDENOTESDELTAANGLE
LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH
LS LAND SURVEYOR C.B. DENOTES CHORD BEARING
PR PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE
PCP PERMANENT CONTROL POINT PI DENOTES POIIJT OF INTERSECTION
p) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE
M) MEASURED PT DENOTES POINT OF TANGENCY
FND FOUND TYP TYPICAL
C/W CONCRETE WALK A/C AIR CONDITIONER
S/W SIDEWALK CBW CONCRETE BLOCK WALL
CP CONCRETE PAD RP RADIUS POINT
CS CONCRETE SLAB OHU OVERHEAD UTILITY LINE
C CHORD LENGTH ID IDENTIFICATION
PK PARKER KALON POL POINT ON LINE
R RADIUS PCC POINT OF COMPOUND CURVE
POC POINT OF CURVE
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL
NO 120289 0045 E DATED 4117/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A.
AREA WITHIN 100 YEAR FLOOD.
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY
VERTICAL CONTROL AS FURNISHED.
BEARINGS SHOWN HEREON ARE BASED ON
THE NORTHERLY LINE OF LOT 50
BEING N 89*27*49" W PER PLAT.
FIELD DATE:) 04-16-03 REVISED:
SCALE: 1 = 30 FEET
APPROVED BY: CKB
oo/
1II
1
J
o O
O
I O
z ,^ u , p
w
1D.0' O aLnw Q a
J O
1. O 0.
I O Z
20.V-3- oo
Ip^ 1
K 1I
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0
00
CERTIFIED TO AND FOR THE
EXCLUSIVE USE OF:
D.R.H. TITLE COMPANY OF FLORIDA INC.
FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA
CH MORTGAGE COMPANY, I , LTD.
NOTE:
1. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 04-16-03, UNLESS OTHERWISE
SHOWN.
2. 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.
3. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
4. NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
5. ALL INTERIOR DIMENSIONS WERE VERIFIED IN THE
FIELD AND SHOWN UPON THIS DRAWING.
6. THIS IS AN AS -BUILT SURVEY
DELINEATING CONSTRUCTED IMPROVEMENTS ONLY
AND COMPLIES WITH SECTION 61G17-6.005
OF THE FLORIDA ADMINISTRATIVE CODE FOR AN
AS -BUILT SURVEY.
I HEREBY CERTIFY, THAT THIS 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
JOB NO. ASM32975
DRAWN BY:
REVISED OIMENSIONS 5-5-03 JUL
FORMBOARD 04-24-03/CC
PLOT PLAN 3-12-03 CK'
LOT FIT 5-2-01 JML
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER UD#6393
320 EAST SOUTH STREET, SUITE 180
ORLANDO, FLORIDA
32801- (407) 426-7979
6 v
GALEN K.
FOR
oC( D THE
FIRM
SM N47_ -4 DATE
Ix
NRRYM E MORSE, CLERK OF CIRCUIT COURTI SENINOLE COl11VTY
l BK 04775 PG 1601
CLERKS # 21003059916
THIS INSTRUMENT PREPARED BY: RECORDED 04/10/2M IM52s22 FM
Patricia L. Coulton RECORDING FEES 6.00
D.R. Horton, Inc. RECORDED BY N Nolden6250HazeltineNationalDrive, Ste.: 102
Orlando, Florida 32822
RECORD AND RETURN TO:
D.R. Horton Inc.
6250 Hazeltine National Drive, Ste.: 102
Orlando, Florida 32822
NOTICE OF COMMENCEMENT
Prepare in duplicate)
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement.
Description of property:
Lot(s) 2, 3, 5, 20 & 21 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 N:
Address: Fax N:
Contractor: D.R. Horton, Inc. Phonc H: Fax ti:
Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822
Surety (if any):
Address: Phone N:
Amount of bond: $0.00 Fax H:
Lender: Phone tl:
Address: Fax t!:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(I )(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 (1) year from the date of recording unless adifferentdateisspecified):
D.R. Hopi, Inc.
0
o Lxtso , sststant ecretaryCorporateSeal)
STATE OF FLORIDA
COUNTY OF ORANGE
The foregoing instrument was acknowledged before me this day of 2003
RobertwA. Lawson Assistant Secretary of D.R. Horton, Inc., a6cTawarc Corporation, on behalf of the corporation. She is personally Gown to me.
Notary Public, State and County Aforesaid
ture Notary Seal LED jQ
ttr' Is 1 i E• 1 i (%0
A4A RYANfd't MO"'
dgyK OF CIRCUIT COURT
EMINOLE COUNTY. FLORWA
rurr c>a
C` NTY OF S[MINOLE
IMPACT FEE STATEMENT
ISSUED BY CITY OF SANFORD
PC3TATEMENTNUMBER103-75357 DATE:
7-
BUILDING PERMIT NUMBE CITY) COUNTY NUMBER:
UNIT ADDRESS: '27 {'
TRAFFIC ZONE: JURISDICTION:
SEC: TWP: RNG: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: |
OWN[R NAM[:
ADDRESS: --- - 4-1---------'
APPLICANT NAME: -------
ADDRESS::
LAND
FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE
TYPE DIST SCHEDULE DESC. UNIT OF UNITS
ROADS
ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00
ROADS,
COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00
LIBRARY CO -WIDE O dwl unit 54.00 1 $ 54.00
SCHOOLS CO -WIDE O dwl unit 1,384.00 1 $ 1,3O4.00
AMOUNT DUE ' 2,285.00
STATEMENT
U(-7(IGNATURE: RECEIVED BY:: ----------------------
F--------------------- PLEASE PRIHT NAME
DATE:
e
NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ****
DISTRIBUTION: 1-COUNTY 3-CITY
2-APPLICANT 4-COUNTY
NOTE**
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ^
ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR
EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FI1 I1I.8 .
A WRIT7EN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING) ~ '
SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR
OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE / \K
jCOUNTYLANDDEVELOPMENTCODE. COPIES OF THE RULES GOVERNING APPEALS
MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE,.:
1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474.
PAYMENT SHOULD BE MADE TO: CITY OF SANFORD ~
BUILDING DEPARTMENT
300 NORTH PARK AVEHUE
SANFORD. FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP
LEFT OF THE NOTICE.
THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*0*
FAMILY BUILDING PERMIT************T*******
CITY OF SANFORD-PERMIT APPLICATION
Permit No.: C 1 Date:
Job Address: C! k/ ice` le C 12-
Permit Type: Building Electrical Mechanical Plumbing Fire AlsruLfSprinkler
Description of Work:
Additional Information for Electrical & Plumbing Permits
Electrical: _Addition/Alteration _Change of Service Temporary Pole _New AMP Service (tl of AMPS )
Plu.mbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional)
Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines
Occupancy Type: Z'Residential _Commercial _ Industrial Total Sq Ftg:-DU-SS Value of Woric: 5"S? a- OC)
Type of Construction: Flood Zone: Number of Stories: l Number of Dwelling Units:
Parcel No.: (Attach Proof of Ownership & Legal Description)
Owner/Address/Phone: i)
PC-
Contractor/Address/Phone:_fit C*6a- -) LAB i _ 5 -Gi 1 C
iAb2A-vt C- t`fm' . I ' ` .'t L c/t fl State License Number.
Contact Person: 1TP Lam- % E-iuy Phone & Fax Number: l
Title Holder (If other than Owner): t-N
Address:
Bonding Company: N
Address:
Mortgage Lender: NA
Address:
Architect/Engineer A r F i6W i l ,00-2, Phone
Address: 4PI 1?4 11,. I1S 11l AliA0,1Z I ¢ Fax No.: '= b 3 1 -q-74--
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 thisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS,
POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with
all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR, IMPROVEMENTS TO YOUR PROPERTY. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other go%rrnmcntal entities Such as
water management districts, state agencies, or federal agencies.
Acce ce of permit
Signature of Owner/
Print t?w1'ler/Agent's
verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Date
Signature of Notary-StatCof Florida Date
ICrA"L V ARYSE'AL
PATRICIA COULTON
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. DD134330
MY COMMISSION F )ULY 26,2006
Owner/Agent is Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: '4"6 ` —/+
L
Print
lD
of No -—
OFFI R
PATRICIA COULTON
NOTARY PUBLIC STATE OF FLORIDACOMMISSIONNO. DD134330
MYCOMMISSICN FXP.IDLY26200E
Date
Contractor/Agent is Pcnally Knoait to Me or
Produced ID
Date: C;) - 016 ^
Special Conditions:
AZa X ,
PEST
C O TiTRQ L
Sentricon* Colony Elimination System
Pretreatment Plan Agreement
Date of Install :
Contract `umber
PUCHASERS NANTE AND ADDRESS
address
Cizy/State/Zip atLO, hone ,
Email 40Sentftn'
Icny
DwAlutich.Sri= Quarterly
Payment Amount`c-s:,r..,.; First
payment due on the Install Anniversary Date) Any
payment deemed 30 days past due will result in
the cancellation of this Warranty and Justif, removal
of the Sentricon System. CUSTOMERS
NAME AND ADDRESS N
am c Address
City/
State/Zip n-
Phh
ojn'e &. Email 1
iNST;
LLLATION ADDRESS: L - 2i - L L• )ki `— u SPECIAL,
OR ADDITIONAL COMMENTS NOTIFICATION
STICKER LOCATED:a%ZCQ-) DAMAGE
REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will Nvarrant
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 pa} 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, ACID FURTHER AGREES
THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVEPN
THE RELATIONSHIP OF THE PARTIES. pcx
Representative Signature Date `l-Customcr or Agent Signature Date Apex
Pest Control Inc., (Apex) will, In substantial compliance wlth all federal, state, and local laws, rules, and regulations, and all
applicable recommendations contained In literature provided by DowElanco: I .
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 duringthoseyears, Inform the Customer of: I
any new or increased termite activity noted at the Stations b.
any addition or. removal of Recruit* of Recruit* termite bait; and C.
any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. TheCompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthobligation. The Sentricon PretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementforerquarter (3mo period) payable on or before the end of the previous monitoring period. After thefifthrear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% Peryear. The
Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baitedfreefromanyfactorscontributingtoinfestationsuchaswood, trash, lumber, direct wood -soil contact, standing NVater, underpiertypestructure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under theareas) baited. At no time will damage caused to any portions) of the Structure(s), even by an active wood destroying insectinfestation, 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. DISCLAIi\•
IER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLL"DING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF MERCHANTA3ILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AkFIRiMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWCustomerexpresslywaivesandreleasesanyclaimsinanylawsult, arbitration or other legal proceeding againstARR x for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if any kind, and in no eventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed.
SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatment
y have and (2)it Is their responsibility to no Apex In writing not less than two (2) days prior to treatment regarding any allergy ormaIconcerningodors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or sensitavc
techniques
utilized by Apex. GENER.•\
L TERMS AND CONDITIONS Byspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply -
Ithout exception. i.
DOWELANCO OWNERSHIP OF SENTRICON' SYSTEM COMPONENTS: The Customer understands that: All components oftheSentricon *System (Components) are and will remain to property of DowElnnco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as installed
by Apex on the Customer's premises under this agreement. OnexpiratlonorterminationofthisAgreement, Apex and DowElanco or Its representative are authorized by the Customer to retrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3.
If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System a.
Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection ordiscontinuingtherelationship(note: Conventional "liquid barrier" method of termite control may not offer an effective meansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form
of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) n,
give the Customer credit for service paid for but not yet received; (4)if agree
on use of a different form of termite protectio theCustomerelectstodiscontinuetherelationship, or if Apex cannot offer an effective different form of termite protection, refundtotheCustomeranamountequaltothefeepaidforservicesnotyetreceived, and; (S)retrieve, or advise DowElanco or Its
representatives where to retrieve, the Components from the Customer's premises; and b.
the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the
Components; and; (2)clther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship.
ADDITIONSAND/OR ALTERATIONS This Agreement covers the Structure(s) identifled herein as of the date of the Initial Installation. Prior
to; (1)the Structure(s) being structurally modifled, altered, or otherwise changed or; (2) to any termiticide being applied on or close to thelocationofanyStation, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of batting equipment or supplies occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement.
Additional services because of any alterntlon, addition, or other such event, may be provided by Apex at the Customers expense,
and may require and adjustment in the annual fee. DAMAGERELATEDTOSERVICEApexwillexerciseduecare while performing any work hereunder in avoidance of damaging any par, of
the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the timetheworkIsperformedexceptthosedamagesresultingfromgrossnegligenceonthepartofApex. PAYMENTMEFAULT.
All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Nf
erritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex ma% - withoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the
highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred b apex,
whether or not suit Is brought. VENUE/
SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement i! held
to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force ant' 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 t( revise
the annual extension charge or terminate this Agreement. DISCLAI
IER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfillin. Its
responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materials, strike: embargoes,
fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Ape) apex
disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not b responsible
for; (I)termite damage resulting from water leakage; (2)tcrmite damage resulting from masonry failure or grade alteration, 3)
termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have bee repaired
by Customer's evidence of receipts. ARBITRATION.
Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunde Customer
agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures f( commercial
arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all tl provisions
of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. T proceeding
shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or designee.
The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators NN• be
final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual bns 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 a no
other representations of statements will be binding on the parties. REFUNDS.
Apex at any time on or after 36 (thirty-six) months from the Initial date of installation, terminate this Agreement and relieved
of any liability hereunder if Apex determines, In Its sole discretion, that It Is unable to prevent or stop further damage to Prope 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 writine The
Apex Corporate Office. Apex Is only obligated to perform under this Agreement if the Customer allows Apex access to the identif Propem,
for any purpose contemplated by this Agreement, Including but not limited to re -inspection, whether the inspection was reques by
the Customer or considered necessary by Apex. LIi\
IITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date. After Initial
12 (hvelve) month period, Customer may transfer or assign this Agreement with a D transfer fee payable to Apex --thin thirty)
days of the transfer of the treated Property. Trademark
of DowElanco Brevard
Area Orlando Area Tampa/Sarasota Area 508
S Plumosa St. 7006 Stapoint Ct. #G 5314 Fauikenburg Rd N MerrittIsland, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510 407459-2847 407-858-0540 813-221-2847 800-
929-2847 883-764-2847 877-459-2847
G DIVISIONCITYOFSANFORDBIU2ESIDENTIALBUILDING PERMIT
SU BMITTAL REQUMENTS FOR
I Two (2) recent boundary and building location surveys showing setbackslinesforpermitforstructures (not fences) from all structures to property
2 Two (2) complete sets of construction design drawings drawn to scale,
Complete sets to include:
a Foundation plan indicating foot for all baring was. Provide side view details
of these footers with reinforcement bar
o b. Floor plan indicating interior wall partitionsopening
d room
smoke detector, and/or oroomdimensions, door, window, p
locatlon(s), landings, decks and stairs. Bathroom fixtures and
distances from walls are to be shown. Note the State of Floridrt requirements for bath door for complianceofHandicappedCode (F.S. 553, Part 5)
c Elevloon elevation
ns of fillheior wallsq east, west, north rind south.
ght per City Engineering Department ornish
floor elevation g
subdivision plat.
o d. Cross sections of all wall sections to be used in the structure. Bearingnonbearinginterandexterior. Show all components of wall section.
O e, Framing plan for floor joists where conventionally framed. Plan toIndicatespringsizeandspeciesofmaterialstobeused.
O f, Engineered truss plan with details of bracing. Engineered beams for
spitcing openings to carry and support trusses.
O g, Stair details with tread and riser dimensions, stringer size, methods ofattachment, placement of handrails and guardrails.
o h, Square footag'taetableshowingt60ges: ` S.F.
Gnrnges/Carports S.F.
Porch(s)/Entry(s)
Patios)
Conditioned structure
Total (Gross Area)
3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97)
4, Soil analysis and/or soil compaction report. If soils appear to be unstableorifstructuretobebuiltonfill, a report may be requested by the
Building Official or his representative.
S, Other submittal Documents: n. Utility letter or approval when public water supply and/or sewer system
connection to be made. b. Septic tank permit to be obtained from Seminole County Health
Department at: 400 W. Airport B1vd,Sanford9 Fl (407) 665-3600.
c. Arbor permit when trees to be removed from property. Contact theCityEngineerfordetailsregardingthearborordlnanceandpermit.
6. Application to be completed thoroughly and signatures provided by a
licensed and insured contractor. OWNER/BUILDER MUST APPEAR hi I
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 rind plumbing
3. Foundation elevation survey
4. Slab
5. Lintel- tic bcarhs - columns- cells
6. Rough electrical
7. Rough mechanical
S. Rough plumbing
9. Tub Set
10. Framing
11. Tenant Separation / firewall
12. Insulation, walls andlor ceilings
13. Electrical final, mechanical final and' plumbing final
14. Building final
15. Other
DATE SIGNATUREP
By Owner or Autho d'Agent)
11
Limited Power Of Attorney
I hearby name and appoint: Craig Coulton and Q"r! j4- "( +on
each agent's of D.R. Horton Inc.
To be my lawful attorney in fact to act for me and ply t
The Building Dept. of: C " a,, r
For a residential permit for work to be performed at:
Lot # : 2! 2 Subdivision . Cross I Y
Address:Cry" Ca --
And to sign my name and do all things that are necessary
to this appointment.
Richard B. Ladd CBC055300
Contractor State Registration Number
L2,p
Signature of Contractor
This foregoing instru ent was acknowledged before me this:
Date: IR 03 By: Richard B. Ladd ( Contractor )
Who is personally lkn4vn to me.
OCOMMStateofFloridaLTON
E OF FLORIDA
Count of Oran B , . DD134330
i n on
P. LY 26
Notary Public Signature Notary Seal
P.O. Box 2847
SANri ORD, FL 32772
I ic)NI•: /1 (407) 330-5630
I-AX // (407) 328-7367
APPLICATION FOR U"1'1LI"I'Y SI RVICIi
A(:('OI )N'I (FUI,I- NAME)
N;\
a KZ 11C)-1"-o Y1 ZY_ —
i`tAII.INci nul.)ItI;SSk25p !-Ina l- Z
TURN ON IAA I L SINGLE FAMILY RESIDENCE
6- +•- L l -i uvi11, I 1 L',J JJ L' [V L
Q0wr.rl •G - OMMERCIAL
n
C
E Covt} G C 0.I Covl }tin WORK//4D-7- F,-G:T -c 1 l Ol
SOCIAL
SECURII'Y// HOME#
OWNER OF PROPERTY DR.. i4 c,, -r,, -7-,.
I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY.
IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUSTPROVIDEPROPERIDENTIFICATIONANDANYOUTSTANDINGCHARGESMUSPAIDATTHETIME. T BE
WHEN TRANSFERRING
ALL OUTSTANDING CH
M ALSO RESPON
THE HnMF RF-prn
NDERSTANO/fHAT
SIGNED;
Y DEPOSIT TO ANOTHER S
l7 CJ.
G
YMENT OF
DO NOT WRITE BELOW THIS LINE
DEPOSIT AMOUNT $'
APPLICATION FEE $
OTHER FEES $
TOTAI-
VICE ADDRESS.
FAUCETS ARE
MUST PAY
ILL STOP SERVICE
DATE
CUSTOMER#
LOCATION#
LAST BILL READ
THIS READ
CSR OATF
ED OFF
D. R. HORTON HOMES 19(osDL
SFR PERMIT PACKAGE
CITY OF SANFORD;,.CHECK LIST
LOT #2. ?,2 SUBDIVISION: BAKERS CROSSING '
ADDRESS Ce . SANFgQ] 32 3
BUILDING APPLICATION
f/ POWER OF ATTORNEY
Z2 SETS OF SEALED PLANS
2 PLOT PLANS
3 SETS OF ENERGY CALCS MANUAL 1/ DUCT LAYOUT
ATTACHED TO THE PLANS
2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS
ATTACHED TO THE PLANS
UTILITY FORM
NOTICE OF COMMENCEMENT
APPEx CONTRACT
Dr ve Cvle/
J
PLOT PLAN
DESCRIPTION: (AS FURNISHED)
A PARCEL OF 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 N 00'25'29"E A DISTANCE OF 195.00 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 897.66 FEET;
THENCE RUN S00'25'29"W A DISTANCE OF 47.87 FEET TO THE POINT OF BEGINNING; THENCE RUN S89'36'15"E A
DISTANCE OF 50.00 FEET; THENCE RUN S00'25'29"W A DISTANCE OF 110.00 FEET; THENCE RUN N89'36'15"W A
DISTANCE OF 50.00 FEET; THENCE RUN N00'25'29"E A DISTANCE OF 110.00 FEET TO THE POINT OF BEGINNING,
CONTAINING 0.13 ACRES t.
NOTE:
S89'3.
66' WE DO NOT ACCEPT RESPONSIBILITY FOR897.66' ANY ERRORS THAT MAY OCCUR FROM THE
USE OF THE UNRECORDED / PROPOSED
PLAT THIS PLOT PLAN IS BASED ON.
POINT OF 3
W
BEGINNING o TRACT "B"
N $ RETENTION POND
r '^ o
50.00' 6
S89'36'15"E }/
PROPOSED
LOT 21
GRAPHIC SCALE 3.39' II DRAINAGE TYPE A
S89'33'46'E l
u
0 15 30
6PATlO5.0• -- 5.0'
o. 40.0'
POINT OF
n
g m 40.0•
COMMENCEMENT
NORTHWEST CORNER LTJ PROPOSED
MODEL 1965 3rOFLOT25.
0) FINISHED FLOOR
ELEVAITON=39.5 Q
PROPOSED
O N
O o
N O
LOT 20 o N o PROPOSED
o A/( o LOT 22
o
z N
LOT 25 COVERED
BAKERS CROSSING ENTRANCE
PHASE 1. PLAT BOOK 60.
PAGES 27-29. 5.2'
5.0' 14.8 c 20.0'
s - — 5.0•
tVN V
J\
10• UTILITY E EMENTz '; ,}0O
LOT 21 CONTAINS 5500 SOUARE FEET t
THIS STRUCTURE CONTAINS 2379 SOUARE FEET t
TOTAL CONCRETE 492 SO. FT, t
TOTAL SOD 2629 SO. FT. t
BUILDING SETBACKS
FRONT: 25'
REAR: 20'
SIDE: 5'
CORNER: 15'
PREPARED FOR:
D.R. HORTON
1. ELEVATIONS SHOWN ARE PER LOT GRADING
PLANS PROVIDED BY THE CLIENT.
THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES
ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF
THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION
LIST FOR CONSTRUCTION.
ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA
FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES
ONLY. THIS IS NOT A SURVEY
THIS IS A PLOT PLAN ONLY
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PA EC
NO 120289 0045 E DATED 4/17/95 AND F ND
THE SUBJECT PROPERTY APPEARS TO LIE ZONE X.
AREA OUTSIDE 100 YEAR FLI
BEARINGS SHOWN HEREON ARE BASED ON —
THE NORTHERLY LINE OF LOT 21 AS
BEING N89'36'15` W PER PLAT.
FIELD DATE:) REVISED:
SCALE: 1" = 30 FEET
APPROVED BY: WRM
JOB NO. ASM39827
DRAWN BY: PLAN 1-24-03 IML
3; N89'36'15"W ------
oI0110 50.00'
rlVioIc' CENTERLINE OF
RIGHT OF WAY
TRACT "A"
UNNAMED ROADWAY
OF PROPOSED BAKERS CROSSING PHASE 2
LEGEND
BUILDING SETBACK LINE MLW
CENTERLINE POB
RIGHT OF WAY LINE POL
PCCxPROPOSEDELEVATIONPOC
OR
PROPOSED DRAINAGE FLOW PD
O CONCRETE 0
L
LB LAND SURVEYING BUSINESS C B.
LS LAND SURVEYOR PCPRMPERMANENTREFERENCEMONUMENTpl
PCP PERMANENT CONTROL POINT PRCP) 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 PLAI BOOK CPCsPACESR/W
NC50. FT. NATURAL GRADESOUAREFEET
ORD
MINIMUM LOT WIDTH
POINT ON BOU14DARY
POINT ON LINE
POINT OF COMPOUND CURVATURE
POINT ON CURVE
OFFICIAL RECORD
PLANNED DEVELOPMENT
DENOTES DELTA ANGLE
DENOTES ARC LENGTH
DENOTES CHORD DEARING
DENOTES POINT OF CURVATURE
DENOTES POINT OF INTERSECTION
DENOTES POINT OF REVERSE CURVATURE
DENOTES POINT OF TANGENCY
TYPICAL
AIR CONDITIONER
CONCRETE BLOCK WALL
RADIUS POINT
RADIUSCONCRETE SLAB
CHORD LENGTH
RIGII I -OF -WAY
OFFICIAL RECORDS BOOK
1. THE SURVEYOR HAS NOF 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.
I I Z?-d3
AMERICAN SURVEYING & MAPPING FOR
CERTIFICATION OF AUTHORIZATION NUMBER L816393 ' THE
320 EAST SOUTH STREET, SUITE 180 1 FIRuORLANDO. FLORIDA
32801- (407) 426-7979 WILLIAM R. M SCATELLO 4PM/#14928 DATE
Since 1978
a A,n <, 17. n
March 31, 2003
Roger Dixon, City Manager
City of Sanford
300 North Park Avenue
Sanford, FL 32771
RE: Estoppel Letter
Bakers Crossing
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 21, Bakers Crossing, Phase 2,
276 Clydesdale Circle 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.
102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228
Please visit us at www.drhorton.com 11 r
m""
1MMIN6udd.,,v Since 1978 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. ES:
Signature
Patricia
Coulton Printed/
Typed Name J
Signature
Medalid
Jorge Printed/
Typed Name STATE
OF FLORIDA COUNTY
OF ORANGE Owner)
Robert
A. Lawson Printed /
typed Name Assistant
Secretary Title
The
foregoing instrument was acknowledged before me this 31st day of March, 2003
by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is personally
known to me or who produced their Florida State Identification. OFFICIAL
NOTARY SEAL PATRICIA
COULTON YrARY
PUBLIC STATE OF FLORIDA COMMISSION
NO. DD134330 AY
COMMISSION EXP. Notary
Signature Notary a'- p 6250
Hazeltine National Drive, Suite 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 1 = r Please
visit us at www.drhorton.com mw.-
D-R-I[ORTON'
March 31, 2003
Russ Gibson
City of Sanford
Dear Mr. Gibson,
Westlake Plantation, L.C. stated to you in a recent letter that the following work will be
completed at Baker's Crossing:
1. Structure for 84" pipe in question will be modified per a design by Neil Hiler,
approvable by the city staff. This will eliminate any question of its longevity.
2. They will install a rear yard drainage system per their dimension for the other.
two blocks in Baker's Phase 1 impacted by A/B drainage.
DR Horton understands that with that letter The City of Sanford has agreed to release
building permits in phase two of Baker's Crossing. Please consider this letter
confirmation that D.R. Horton will ensure the above work is completed by the Developer
of Record, Westlake Plantation, L.C.
Furthermore, D.R. Horton understands that until the developer completes the above -
mentioned work there will be a hold on the issue of certificates of occupancy for homes
located in Phase II of Baker's Crossing.
D.R. Horton, Inc.
Division President
6250 Hazeltine National Drive - Suite 102 - Orlando, Florida 32822 - (407) 857-9101 - Fax (407) 857-9228
C
COO F.v./II_S:N_R
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COO F.V./DESIGrN=.<
1 S!LL (TYP.)
e x 31A SELF
TA"FiNG Siis i X C 7/15 x I/e
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r ,6 x 3/X SELF L N(AL:GN I
TAPPiNC SMS 1 X 4 x i/e
rxl-'w-1f13-1 lurL r.LtLiUN '
8 x 3/4 SELF
TAPPING SMS
C PA P
i 1V A -A (S)
S!LL
P1CAL MULLION TO CONCa;-'-- = C JAMB
h°?L!ES TO JAMS WHERE _ X 4'
L 2' X A' ;,•g_MULUCNS A.:E :JSE^; i4
i 11iEONCR:T£ CR NASDIrRY
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SrS MANUFACTURER .NAM:
iLMJDA X7?uDERS I i
Si'_L (Ty;:., I QI vr4SY =/4 S-L' 1'+•_C' P.V./rEVENER —YTA??iti= SMS 1 x is 7115 X 3/e ! S_L'_ (TYP.) I i
TU3= MULUD.\ -d t-- 1 I/4. M!N.
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2 X 4 X 3/8
F—mq TUBE MLLLIDN
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iNSTA'_ ATIGN AA'•FN,.7 3/i6' 8i0.
ExT ERNAL KJLLMN
1)LCTA•_LA.T.i:N CLIP
S=ALANT BETWEEN
v,!.r9eV =LANGE - i M::L;_16:4
I-da x 1-/4 sa-
IODC S.'t TAPPING SMS
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SECTION A —A (41
ICU F.v./DESIG` FZrS:L*- (TYP.) i
APPING SMS 1 x < X 3/8
S)r sl l(]J-ll irT::i: nuL_1i.:
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TAPF!NG SxS E =VAT N
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FLORIDA EXTRUDERS` SANRFRD, FLORIIDIDA
IMU: SER. 10010/ 1500 c; ANGE SHEET 1 Or 2
i HOR I ZLONTAL 10,: SECTIONS
1
S_- J r -LrC SIDEl J:iCL c u-r 2, F fZ
DESIGN PRESSURE C.l=AS i T I ES
DRAWN BY:I!SH APPROVED BY:
15 L 02 DATE:2/ <!0? SCALE: NTS DWG.: l l;vf l_G71
r
S
1000 S.H.
JAMB (TYPJ
1 X 2 X 1/8 1000 S.M.
TUBE MULLION JAMB (TYP.)
I p8 X 1/2 SELF
c
TAPPING SHS
Ix2X3/8
TUBE MULLION
0
IS X 1/2 SELF
V TAPPING S14S
1 1/8, MIN.
EMBEDMENT
TWO BY WOOD DETAIL C
BUCK BY OTHERS
2 X 4 X 3/e \ SHEATHING
SEALAANT BETWEEN SEALANT BETWEEN TUBE MULLION INSTALLATION ANCHOR 18 WOOD ..__
VINDOV FRAME VINDOV FRAME SCREW (TYPJ -
IL KiLLION & MULLION
p8 x l-1/2 SELF 08 x 1-1/2 SELF EXTERNAL MULLION
TAPPING SMS TAPPING SMS INSTALLATION CLIP
SECTION A —A (1) SECTION A —A (2)
ML1LL[DN
16 X I/8
1000 Sii APPLIES TO HEAD &SILL WHERE 1' X 4'
pj
SAMULLION 1000 S.H. 1 X 2 7/16 X 3/8 JAMB (TYPJ & 2' X 4- TUBE MULLIONS ARE USED
JA IAMB (TYPJ TUBE MULLION APPUES TO HEAD & SILL WHERE I' X 2'
1' X 2 7/16' TUBE MUWONS ARE USED
p8 X 1/2 SELF
p8 X 1/2 SELF p8 X 1/2 SELF TAPPING SMS INS ALLATIONSOREANDCRTAPPINGSMSTAPPINGSMSDAIB (TYPJ
S8_L CLIP
SEALANT BETWEENp8X1-1/2'SELF VINDOV FLANGES
T BETWEEN iEALANVLAT B TAPPING SMS L ULLION EMBEDMENTFRAME
10N '&"LM"SECTION A —A (7) saArDc
p8 X 1-1/2 SELF.
TAPPING SNS TAPPING SMS DETAIL C
SECTION A -A (3) SECTION A -A (4) AUXILIARY PLATE
I X 4 X 1/8 1 X 4 x 3/8 a ,• (FOR ADDITI°NAL.ANC"IIRS, WHEN REQUIRED) 3.
TUBE MULLION TUBE MIALE34 B•
c
A A _
1000 S.H: 1000 S.H.
JAMB (TYPJ JAMB (TYPJ ' \
48 SELF TAPPING
SMS (TYPJ ` DETAIL B MILLION
08 x 1/2 SELF p8 x 1/2 SELF ELEVATION O
TAPPING SMS TAPPING SMS VIEWED FROM EXTERIOR
FLORIDA EXTRUDERS 'TESANo 10NII IN _
TITLE:
SER. 1000/ 1500 FIN SHEET 1 OF 2 VERTICAL
MULLION SECTIONS SEALANT
BETWEEN SEALANT BETWEEN VINDOv
FRAME LL1 AME I
F 3 Z SEE OTHER SIDE (SHEET 2-OF 2)-FOR L+
DESIGN PRESSURE CAPACITIES 08
X 1-1/2 SELF IS x 1-1/2 SELF TAPPING
SMS TAPPING SMS DRAWN BY: MSH APPROVED BY: SECTION
A -A (5) SECTION A -A (6) DATE:2/6/02 I SCALE: N T SDWG.: 1 VMF IN t
1'
iy
x 2 x iiaIcao S.Ki9LGsxUK - ItJIAMB(iY?) uN _ -A!!B (Tr.)
E X '_!c SELFSmi
i NLILL(7+
TAPP:\, Sms .
a= CTION_ A —A . i
r': X. c 7/.6 } :iE
TUBE MULL::::N
MIC S4 - '_=v' S.H.
JA'12 (T`!P., JAM-- (T!rr.)
s x t/2 SL:l
TAP? -NZ SMS
I = ' t
JAM-- (TY?.) I
SEALM7. BCTV cN
VIN7:1V FLANGES
L MLLL ICJ:
ae X I-1/2 SELF
TAPPI)w SMS
SEC1ION A —A : 5
X A X I/E
TU2E MUiL!ON
OF, S.H. 1Ja.M3 ', YP.: .
ne X 1/2 SELF
TAPPiu SMS
SEALANT SETLEE!+
L MLA-LEDT:
3e x !-!/2 SELF
TAPPING SNS.
1x2xa/e
TL'== YL LL134
02 X :i2 S=LF
A?=i*,G SMS
TIM
ee x I-1/2 SELF _ --
J-. TIGr-A—A (L )
X 2 7i16 X 3/6 ICJ
I / Tl EE ML9_LIC-N JAMB (TYPJ
a8 X 1/2 SELF
TAf?iNti SMS
GN= EY WOOD_
L \
1 1/a'
E`!BLMENTI Q•
r—t
I —
NE x 1/c SELF
7APF•1A_ S-S
8 i !-1/2 SELF SEALANT E_TVEEN
j SEALANT E-UVEEN TA=PI:G SMS ViNp±V FL 4N-H
VINnOV FLANGES L KILLID;
M`" `•GN SECTION A —Ax '2 SELF
TAPPING SMS DETAIL C -
ve x 1/2 SELF
App.I:G SMS
SEA_AYT B_TV_EN
VIN90V :LANE_$
L M.::..r%
aS x :-V2 SELF
TA?PiPiG SMS
0 ETA! LC
a
1
S;ALLhTI=\
Ti
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IDES 70 i4 AJ• & SiL1 W:-(_.RE ) X%
TE .15ECi
r [t:STAt: I pTa3\ ANCF R
ji i/!E' iI.A, TACCC•N
SCKEV ANCROR.ITYPJq1ISiC•_IP
i=.-<_CAST SILL
EM3E91LN7
By•OT)(ERS
t IY:3 !ARY
r•R• aDLcTICveL ANC•$iRS,
P: AT1- '..
v'-_s REZ;UIRED)
SA
Ai A 0
L
u CCU C iwPP!N'
SMS (TYPJ
VIEWEC rROml EXTERIOR
y' FLORIDA EXTRUDERSRa°FioRIDn
n :Trrrz. SER. 1000/ i Gu0 • rLANGE SHEET 1 OF 2
tKi H_ 1:• _! _ SE::T irN-Si
Sc—F. ETH_R SIDE ( SHEET %'b '2) EQR
DES PRESSURE CAPACITIES''
FE8 15 (DRAWN BY: M$ = APPROVED BY: _
DATE:2/11C'% SCALE:TS DWG.: : V" LG
r
ao
x 2 x 3/E
TvICGiS.r —.
cE x 1/'_ SELF
TAPFI _S S
06 X 1/2 SEL%
TAP?i u SMS 2 Y. 4 X.3/6
TL°_ l!v_L:_.
srA ZZ7V EN
L !!:.,_LI3y L .t• -iut, e?Pi. SNi o
SLLF
Te?iN[ SAS
c:CT:Giy• A. -A (!) S-rT°Oy aA- Y.,
X 2 7/16 X! /e X 2 7/16 X 3/E
TulT.K. MULLION' BE TEN
JAM? C. YP.:
fie x 1/2 SELF6 X 1/2 SELF
TA.?PINC SNS I.Ll F",APPING SNS
SEALANT BETVEEN SEAL:A.rT EETVEEN
VINSOv FLAyGES ViBEvV CPL IGLS YE X 1-1/2-SELF
L KILLM4 L 'LI.3u TA.°PZ<Sms
ho :! 1-./2 Sc_
S 'APPING NSSECTION
t;—A Q c=CT:O;•, c-A i4) X<
x!/E ! X4X3/8 U"
y1 TURF
MULLION T 1CCC
S 4., ICC S.i . - 4 JAN
C6
x i/2 SEL: Ca x 1/2 SELF TAPPING
SNS TA, SMS S_
AIANT BETVEEN \ :E AI ANT B_i:.__N vINCGV .
LAN +ES L'L':Kv FL?=$ CE X 1-1/2 SE: L
M.LL(t ,Ki Ntl_L(7N TyF=E4 S'!: tax
1-1/2 SELF TAPPING
SYS :,-; Ci t` i;-A /" c'CTiOiS A ,Ji - TYP!
CR: *,-;;.-;CAL TO H..O,R`Z::NTAL .V,lLLIOtiTO MOLUC-Nt
11X
OR 2X PuILL 1 •
7
C x i ^_ ST __! .I TFF=:NEStiS X OR =X MJLL C?Y?J 1
SEALANT
B_TVr_N --- #e x 1-1/2 SELF V:N:OV FLANGES L :.
JLLIaN. TAPPING SMS SECTION ;
7) i
fJl
j/ r7 ITlI
1 IAi!+ A e i I y:. :
l r T APPi 'G T
Ll1l. 8. T Ik* ELEv=:iT'\ NST_
ATI: A40C:.R sU
17
li
SL'
RLV AVG'C RYP.1 i
si_L EL:= . 1 !/
4' NIN. PRECAST
SPv 3Y OTHERS A'
IXIUAz PLATE Ci
3KA:!r,!TI0NAL A.`{:iMS. V!+yN FEQ- 1
f
1O
FLORIDA
EXTRUDERS INTERNATIONAL, 'LORIIDDATITLE:
S'R IGOO/ I5u% =L,4NGE SHEET 1 0 . 2 VERT
I CAL MULLION T INTO H_R I ZONTA_' SEE
OTHER S 1 i_ ( SHEET 2 OF 2) FOR DESiGN..
PRESSU:E CAPACITIES DRAWN
BY: FISH APPROVED BY: DATE:
2/ 1/ ;_ 1 SCALE: N 7 S DWC.: I Vf»I4r LG
3/
SEALANT BETVEEN
APPLIES TO HEAD & SILL WHERE i' X 4'
WDOV FLANGES & 2' X 4' TUBE MULLIONS ARE USEDVAUXILIARYPLATEAIC
L MULLION
2000 P.V./DESIGNER 2000 P.VJDESIGNER
CFOR AnOrttDHL ucwlz..wo+ RCOULRED)
SILL (TYP.) SILL (TYPE
18 X 3/4 SELF /8 X 3/4 SELF SHEATHING'
TAPPING SMS TAPPING SMS
O O
I X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 --
TUBE MULLION TUBE MULLION / INSTALLATION ANCHOR t8 VODD
NLLL1171 / SCREV (TYP.)
SEALANT BETVEE71 0vINDOVFLANGES
L MULLION EXERNAL
INSTALLATION CLIP
LIGN
TVO BY VOOD
BUCK BY OTHERS
8 X 3/4 SELF \-18 X 3/4 SELF
1000 S.M. TAPPING SMS 1000 SH TAPPING SMS
HEAD (TYP.) HEAD (TYP.) 2000 P.VJDESIGNER
SECTION A -A (1) SECTION A -A (2)
SILL (TYP.)
08 X 3/4 SELF
TAPPING SMS
2 X 4 X3/8
TUBE HULLION
R SEALANT E
1V1G a i
D
w46Ri MFI & L
MULMLL ION S
P
oRiO SEALANT
BETVEEN SEALANT BETVEEN VDIDOV
FLANGES VINDOV FLANGES L
MULLION L MULLIDN 2000
P.VJDESIGNER SILL (
TYP.) 48
X 3/4 SELF TAPPING
SNS 1
X 4 X 1/8 TUBE
MULLION 18
X 3%4 SELF 1000
SH TAPPING SMS HEAD (
TYP.) SECTION
A -A (3) 18
X 3/4 SELF TAPPING
SMS 2000
P.VJDESIGNER `1000 S.H. SILL (
TYP.) HEAD <TYP.) 08
X 3/4 SELF SECTION A -A (5) TAPPM.
SMS l X 4 X 3/8 . i//—
TUBE MULLION 18
X 3/4 SELF 1000
S.M.TAPPING
SMS HEAD (
TYP.) SECTION
A -A (4) oFTAI [
1
MULLION
APPUES
M MEAD A SELL NHERE V X 2' Q
V X 2 7/16' TUBE YUUIONS ARE USED DETAIL
B aunmc
INSTALLATION
ANCHOR l8
VOOD SCREV TYPi
NORM
CLIP. L1
1/8, MILL I I EMBEDMENTIII ve, Mai ENHEDIENT
r
A .... LEA
FLORIDA
EXTRUDERS RD° RIDA Tnu:
SER. ' 2000 FIN SHEET 1 OF 2 • Tt1'
tN- HORIZONTAL MULLION SECTIONS SEE
OTHER SIDE ( SHEET 2 OF::2) FOR DES-
IGN PRESSURE: -CAPAC IT I ES, DRAWN
BY: MSH I APPROVED BY: DATE:
2/6/02 I SCALE: N T SDWG.: 2HMF INTR
3p
EALANT BETWEEN
INDOV FLANGES-
MULLION
2000 P.V DESIGNER
SILL (TYPJ
k8 X 3/4 SELF
TAPPING SKS
1 % 2 7/16 X L8
TUBE MULLION
SEALANT BETVEEM
1/INDOV FLANGESJtMULLION
t8 X 3/4 SELF
2000 SJ{ TAPPING SMS
HEAD (TYPJ
SECTION A —A (1)
TYPICAL MULLION TO CONCRETE 0 JAMB
APPLIES TO JAMB WHERE 1- X 4" DETAIL
2' X 4' TUBE MULLIONS ARE USED) Q
r2000 P.VJDESIGNER
SILL CTYP.) CONCRETE OR MASONRY-
98 X 3/4 SELF BY OTHERS \
TAPPING SMS
1 X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16 DIA
TUBE MULLION TAPCON SCREW NOW (TYPJ
ONE' BY WOOD ' ' EXTERNAL: MULLION
INSTALLATION O_IP
BUCK BY OTHERS
Q
MULLION
2000 P.VJDESIGNER -
R8 X 3/4 SELF . SILL (TYPJ
k — 2000 S.1L TAPPING SMS
HEAD (TYPJ IS X 3/4 SELF
TAPPING SMSSECTIONA —A (2) 2X4X3/8
TUBE MULLION Q
L XL Er. aawk, B.O. A" r ' SEALANT BETWEEN
it S E. WIXMV FLANGE -
UFA R of a pf(&' : l MULLION
VjM
coRI Iv A 7
V M FUE #
SEALANT BETVEEN
viNau FLANGES
L MULLION
2000 P.V./DESIGNER
SILL (TYPJ
1.8 X 3/4 SELF
TAPPING S X 4 X 1/81FIII!-1 TUBE MULLION
SEALANT SETVEEN•
VINDOV FLANGES
L MULLION
08 X 3/4 SELF
2600 S.H.TAPPING SMS
HEAD (TYPJ
SECTION A —A (3)
N__48 X 3/4 -SELF
TAPPING'SMS
2000 S.H.
2000rP.V DESIGNER HEAD (TYPJ - SILL.(
TYPJ SECTION
A —A (5) I68X3/4 SELF L1
1/4' MIN. EMBEDMENT
L--
A 1
r'
TAPPING
SMS IX4X3/8 TUBE
MULLION ELEVATION _ 68
X 3/4 SELF 2000
S.H.TAPPING SMS HEAD (
TYPJ SECTION
A —A (4) VIEWED
FROM EXTERIOR FLORIDA'-
EXTRUDERS n RxATISANFORD, INC.
FLOORIDAA
TrrLE:
SER.
200Z FLANGE - SHEET 1 -?OF`- 2 __ TRIPLE HORIZONTAL
MUL.LION.,SECT.IONS SEE OTHER
SIDE (SHEET 2 OF 2) FOR DESIGN-PRESSUREt-
CAPACITIES' 18 g DRAWN
BY:MSH APPROVED: BY:': DATE:2/6/
02•-- lstkzNTS--: DWG.:-'--2HMFL'GTR
2000 SR I X 2 7/16 X 1/8 JAHBaTYP.) JAMB (TYPJ TUBE MULLION
8 X 1/2 SELF
TAPPING SMS
IN
IX27/16X3/8 TUBE
MULLION 08
X 1/2 SELF TAPPING
SMS 2X
4.X3/8 U
TUBE MUIIDN SEALAEHT
BETVEEN E8 X 1-1/2 SELF 2000 SR VINDW
FLANGES BETVEEN ' VINDaw FLANGES, TAPPING'SMS JAMB (TYPJ MIA1mN
MULLEN a . 1 a8X1-1/2 SELF + TAPPING
SMS SECTION
A —A (1 SECTION A —A (2) IX4X1/
8 1X4X3/8 TUBE
MULLION TUBE MULLION 2000
Ski 2000 SR JAMB (
TYPJ JAMB (TYPJ SELF
APPLNG SMS PINGSNSve
x la SELF I "
L-
jltrSEALANT USETVEENrSEALANTFLANGESTAveX1GS1SELF
VLNwV
vINDOV FL/W(ES TAPPING SMS t
MILLD]N 118
X 1-1/2 SELF NAPPING
SMS DETAIL
CC TYPICAL
VERTICAL TO HORIZONTAL MULLION TO MULLION MST,
INTERNAL
1X
OR 2X MULL I
L 1X FIR ?X Mlll I DETAIL
8 INSTALLATION
ANCFHDF 3/
l6• DIA TAPQ$1 SCREV
ANCHOR (TYPJ SILL
CLIP v -
1
t/4' MIK DGEDNEW
PRECAST
SILL BY.0THEIRS AUXIUARY
PLATE TOR
ADDITIONAL ANCHORS,VFEN REQUIRED) O
Ml1LLII111 .
SECTION
A —A (31 SECTION A —A (41 li8 SELF TAPPING-1-1
18
X I/2 SELF TAPPING
SMS SEALANT
BETVEEN'/ ` 48 X 1-1/2 SELF VINDOV
FLANGES . TAPPING SMS rrw _
SMS
CTYP.) DETAIL H It
FVATION VIEWED
FROM EXTERIOR FLORIDA
EXTRUDERS°A _.._ mu:
SER. 2000 FLANGE SHEET•. `1 - OF. 2 VERTICAL -
MULLION INT H RIZ NTAL'.. SEE
OTHER -SIDE (SHEET--2.-.OF 2) FOR.- DESIGN
PRESSURE CAPACITIES'.:.' 18
202 DRAWN BY: JBH APPROVED BY: ' DATE:
2/2/02. SCALE:NTS.. DWG.: _2VMHMFLG r
APPLIES TO HEAD & SILL WHERE I' X 4'
2" X 4' TUBE MULLIONS ARE USED
AUXiLWRY PLATE
FOR AMI)JIMMAL ANC/ORS. VtEM REOU6tED) DETAIL
MANUFAC ,UtRER Nam; SHEATHING
F olftDA FY rfl uD
SEALANT BEivEEN
WINDOW FLANGES 1mE INSTALLATION ANCHOR t8 VOOD
t MILLION
2000 P.V./DESIGNER
pLLlmN
SOLO PT'YP.)
SIGNER
SCREW (TYP.)
E) _.
SILL (TYP.) SILL 'CTYP EXTERNAL MULLION
se X 3/4 SELF to X 3/4.SELFIs INSTALLATION CLIP
TAPPING SMS SMS . TVO BY VOOD
BUCK BY OTHERS
I X 2 7/16X1/8
TUBE MULLION
1X2.7/16X3/8
TUBE MULLION MULLION
SEALANT BETWEEN
VINDOV FLANGES DEIAD`1
t MULLION
2000 P.V./DESIGNER ' r— A
SILL (TYP.) A
8 X 3/4 SELF
TAPPING SMS
GB X 3/4 SELF
1000 SA TAPPING SMS N8 X 3/4 SELF
t__ A
1000 S1N.
HEAD (TYP.) HEAD (TYPE TAPPING SMS
SECTION A —A (1) SECTION A —A (2) TUBE MULLION -
1 1/8' MIN
EMBEDMEN
ELEVATION
SEALANT BETWEEN VIEWED'FROM EXTERIOR
WINDOW FLANGE DETAIL g APPLIES TO HEAD &w I" X Y
t'MxLtON R-t" X 2 7/16"-TUBEBE Ml1LLX)N10N5 ARE USED
SEALANT BETWEEN 1MSrALLArICH ANCHOR
SEALANT BETWEEN
WINDOW FLANGES VINDOV FLANGES
t MILLION
se WOOD SCREW
CTYPJ
HOWLt,MLLION
2000 P.V./DESIGNER SOLO P.V./DESIGNER
CLIP
08 X 3/4 SELF
SILL (TYP.)
oB X 3/4 SELF
SILL (TYP.)
08 X 3/4 SELF
TAPPING SMS
1000 S.M. SECTION A —A (5) TAPPING SMS TAPPING SMS l X 4 X 3/8 t . KIK
HEAD (TYP.) EMBEDHEMTIX4X1/8 •
TUBE MULLION BE MULLION
FLORIDA EXTRUDERS RD° RIDA
TITLE: SER. 2000 FIN SHEET I OF 2 _
TWIN HORIZONTAL MULLION SECTIONS
SEE OTHER SIDE (SHEET 2 F 2) FOR08YEBX3/4 SELF 18 x 3/a HELPDESIGN PRESSURE CAPACITIESTAPPINGTAPPINGSMSSMS
1000 S.H. 21000S.H.
HEAD (TYP.) HEAD (TYP.) DRAWN BY: MSH APPROVED BY:.
SECTION A —A (3) SECTION A —A (4) DATE:2/6/02 SCALE: NTS ' DWG.: 2HMF INTW--
A
TYPICAL MULIJON TO CONCRETE O JAMB'
APPUES TO JAMB WHERE I- X 4- DEEAIL 8
h 2' X 4' TUBE MUWONS ARE USED) Q
CONCRETE OR MASONRY
BY OTHERS
2000 P.V./DESIGNER 2000 P.VJIIESIGNER
SILL (TYP.)
INSTALLATION ANC aR 3/16• DIA
SILL (TYPJ TAPCON SCREW ANCHOR (TYPJ
A8 X 3/4 SELF - A8 X 3/4 SELF
TAPPING SMS EXTERNAL HULLLam
TAPPING SMS '
I X 2 7/16, X 1/8 2 7/16 X 3/8 ONE BY WOOD' WSTALL ITION CLIP
TUBE MULLION TUBE MULLION BUCK BY OTHERS
Q
BETWEEN
WINDOW FLANGES
T BETWEENSEALANSEALANTWINDOWFLANGES. MULLION
L KJLLIDN
a 20M P.V /DESIGNER
SILL (TYPJ
48 A8 X 3/4 SELF
08 X 3/4 SELF
NAPPING SMSX3/4 SELF
TAPPING SMSSOLOSH 2000 SH 'TAPPING SMS 2 X 4 X 3/8 Q
HEAD (TYPJ HEAD (TYPJ TUBE MULLION
SECTION A —A (1) SECTION A —A (2) L 1 1/4' MIN.
SEALANT BETWEEN EMBEDMENT
WINDOW FLANGE
a MULLNN
t, tA+ -...
1(fE'_ 4,
1`{17•.. p-v.p.,..p.--•NAME:
IIETAIL B aFGvR/D F yD RS r--
IFII
tl8 X 3/4 SELF L— A
TAPPING SMS
VINDW FLANGES
a MULLION 2000 P.V./DESIGNER
2000 S.H.
HEAD (TYPJ
SOLO P.V./DESIGNER
TYPJ r SILL (TYP.) SECTION A —A (5) SILL
tl8 X 3/4 SELF A8 X 3/4 SELF
TAPPING SHS
TAPPING SMSIX 4 X 1/8 1 X -4 X 3/8 Ft EVATION"•
7UBE MULLION TUBE MULLION VIEWED FROM EXTERIOR
FLORIDA EXTRUDERS INTERNATIONAL, INC
FLORIDASEALANTBETWEENSANFORD,
WINDOW FLANGES
a MLLL19N
r
TME: SER.. 2000. FLANGE-- ' SHEET-,1 OF-2.
TWIN H RIZONTAL MULL ION' -SECTIONS
Ae x 3/4 SELF - A8 X 3/4 SELF SEE OTHER SIDE (SHEET 2 OF -2)- FOR
TAPPING SMSAPPING SMS- SOLO S.M.S DESIGN PRESSURE- CAPACITIES. 20L0 SJN. HEAD (TYP.)
HEAD (TYPJ
SECTION A —A (3) SECTION A —A (4) 1 F_81002 nRAHN trr:MSH :. APPROVED-HY:.Z, .• `:
DATE:2/_4/02 SCALE; NTS —' DWG.—:: '2HMFLGTW
i
Q4
SEALANT BETVEEN
VIN00v FLANGES
t MULLION
SEALANT BETWEEN
WINDOW FLANGES
t MULLION
AtEXIIIARY PLATE
0"M ADDJTML AMCPCIM WHCH ICEauRED) AI
C CENTRAL
FLORIDA S. O. A. F. MANUFkCIVRER
NAME: p o E.,
k'FER FILE # 7 MULLDy+ 2000
P.VJDESIGNER 2000 P.V./DESIGNER SILL;
SILL (TYP.) a8 X 3/4 SELF aeX3/4 SELF TAPPING
SMS TAPPING SMS . TWO BY WOOD BUCK
BY OTHEF 1X27/
16X1/8 IX 27/16X3/8 TUBE
MULLION TUBE MULLION SEALANT
B£TVEEN WINDOW
FLANGES L
MULLION APPLIES
TO HEAD & SILL WHERE I' X 4' 2'
X 4' TUBE MULLIONS ARE USED THING
INSTALLATION
ANCHOR 88 VOOD SCREW [
TYP.) EXTERNAL
MILLION INSTALLATION
CLIP MUL
LIOONN . E
J 2000 P.V./DESIGNER / 1 SILL (
TYP.) L_ / 08
X 3/4 SELF A
ae
X 3/4 SELF TAPPING SMS 08 X 3/4 NLCT- 1000
Sit TAPPING SMS 1000 SH TAPPING SMS HEAD (
TYP-) HEAD (TYP.) 2 X 4 X 3/8 SECTION
A —A (1) SECTION A —A (2) TUBE MULLION 1
1/8' MIN. EMBEDMENT
Ei VAT10N VIEWED
FROM EXTERIOR SEALANT
BETWEEN . VINMV
FLANGE DETAIL @ APPLIES To NFAD k Sim wHERE I' x 2' L
MULLION & I' x 2 7/16' TUBE YUWONS ARE USED INS
ALLATTIT/ ANQQR SEALANT
BETWEEN VINDOV
RANGES t
MULLION — 2000
P.V./DESIGNER SILL (
TYP.) a8
X 3/4 SELF TAPPING
SMS 1
X 4 X 1/8 TUBE
MULLION sae
x 3/4 SELF TAPPING
SMS 1000
SH HEAD (
TYPJ ION
A —A (3) 2000
P.VJDESIGNER SILL (
TYP.) SECTION
A —A (5) a8
X 3/4 SELF TAPPING
SMS B
voaD scstcw TTP)
CLIP .
a8
X 3/4 SELF TAPPING
SMS 1000 SA X
4 X 3/8 HEAD (TYP.) I ac nDt r
OIBEDT TUBE
MULLION FLORIDA
EXTRUDERS CORD.. NIWA 1
I , /
IL Tnu: SER. 2000 FIN SHEET I .OF 2.- HORIZONTAL
MULLION SECTIONS V
V a8
X 3/4 SELF TAPPING
SMS EB ZOa 1000S.H. HEAD (
TYP.) SECTION
A -A (4) SEE
OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN
PRESSURE CAPACITIES• :. DRAWN
BY: MSH ... APPROVED BY:._. DATE.
2/6/02 I SCAMNTS - • DWG.: -2HMF IN- - ' a
TYPICAL MULLION TO CONCRETE O JAMB
APPLIES TO JAMB WHERE 1' X 4• DETAIL 8
A 2' X 4' TUBE MULLIONS ARE USED) Q
SEALANT BETVEEN SEALANT BETVEEN CONCRETE DR MASDNRY
VINDOV FLANGES VD(DGV FLANGES BY OTHERStMULLIONtKLLMN2000P.V DESIGNERSOLOP.V./DESIGNER ,SILL CTYP)
IMSTALLATD]N ADAL SILL (
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X 3/4 SELF a8 X 3/4 SELF TAPPING
SMS TAPPING SMS ONE BY VODD EXTERNAL
1
X 2 7/16 X 3/8 INSTALLATION CLIP 1
X 2 7/16 X 1/8 TUBE KALIDN BU0( BY OTHERS TUBE
MULUON _ Q KA_
L[DN 2000
P.V DESIGNER SILL (
TYPJ ae
X 3/4 SELF TAPPING
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X 3/4 SELF 08 X 3/4 SELF _ TAPPING '
SMS 2000 S.H. TAPPING SMS 2 X 4 X 3/8 2000
S.H. HEAD (TYPJ TUBE MULUON Q HEAD (
TYPJ SECTION
A —A (1) SECTION A —A (2) I SEALANT
BETVEEN — 1 1/4' MIK VDMW
FLANGE •EMBEDMENT t
MULLION FL®
A B• ITT _ .
DETAIL
Bi-•— A V '
a8
X 3/4 SELF L TAPPING
SnS _ SEALANT
BETVEEN SEALANT.BETVEEN . VINDOV
FLANGES VINDOV FLANGES 20M S.H. _ t
MULLION t NuLLIGN HEAD (TYPJ 2000
P.V DESIGNER 20M P.V./DESIGNER SILL (
TYPJ SILL (TYPJ SECTION A —A '(5) 08
X 3/4 SELF 08 X 3/4 SELF ' TAPPING
SMS TAPPING SMS L
X 4 X 1/8 ! X 4 X 3/8 'ELEVATION TUBE
MULLION TUBE HUIIQN V EWEp•FRON EXTERIOR IQ \--
08 X 3/4 SELF 2000
S.H.TAPPING
SMS HEAD (
TYPJ SECTION
A —A (3) FLORIDA
EXTRUDERS INTEFORD, FLORIDANA4INC_ .SANFORD, FLOA TIT4.
e: SER. 2000-FLANGE SHEET. --1 OF:12_ A''
t :•,; HORIZONTAL MULLION SECTIONS _ ae
x 3/4 SELF SEE OTHER SIDE (SHEET :2 OF 2)•:.FOR TAPPING
SMS 2000
S.H. DESIGN PRESSURE- -CAPACIT•I ES`= HEAD (
TYPJ B 2102 _ '> SECTION
A —A (41 dRAWx Br: MSH ' - - APPROVED :aY: - - - DAre:
2/4/02 -- SCALe: NTS- DWG.:.-2HMFLG: = ._....._ ..__.
ay
2000 S-K
JAMB (TYP.)
2000 S.H.
I X 2 7/16 X 1/8 JAMB (TYPE I X 2 7/16 X 3/B
TUBE MULLION TUBE MULLION 2 X 4 X VS
TUBE MULLION
8 X U2 SELF IS X 1/2 SELF
TAPPING SAS TAPPING SAS
ti 4TBE
MULLIONON #
8 X
TAPPING
2000 SJ-L-
JAMB (TYP.)
r7SEALANTBETWEENSEALANTBETVEEN
VINDav FRAME VINIXIV FRAME
KA.LlON L MULLION
8 X 1-1/2 SELF' 48 X 1-1/2 SELF
TAPPING SAS TAPPING SAS
SECTION A —A (1) SECTION A —A (2
CENTRAL FLIORMA B.-O.A.II' . IS X .1-1/2 SELF-
MAPREACTURER NAMB: TAPPING SAS
WASTER FILE # -7
I X 4 X 1/8 1 X 4 X 3/8
TUHE MULLION TUBE MULLION
2000 SA 2000 S.M.
JAMB (TYP.) JAMB (TYP.)
IS X 112 SELF c 08 X 1/2 SELF
TAPPING SAS I TAPPING SAS
SEALANT BETVEEN
VINDETV FRAME
MILLION
8 X 1-112 SELF
TAPPING SAS
SECTION A —A (3)
SEALANT BETVEEN
vimoav FRAME
L KILLION
8.X 1-112 SELF
TAPPING SmS
SECTION A —A (-,')
8 SELF. TAPPING
SAS (TYP.)
TVO BY WOOD DETAIL C
BUCK BY OTHERS
1 1/8, MIN.
EMBEDMENT
SHEATHING
INSTALLATION ANCHOR 08 Vaol)
SCREV (TYPJ
EXTERNAL MULLION
INSTALLATION CLIP
MILLION
APPLIES TO HEAD & SILL WHERE I" X 4'
2' X 4* TUBE MULLIONS ARE USED
D8 x 1/2 SELF APPLIES TO HEAD & SILL WHERE I- X 2-
TAPPING SAS do I- X 2.7/16- TUBE MULLIONS ARE USED
4m 0
INSTALLATION ANCHOR
OAI re WOOD SCREV TYPE
SILL
CLIP SEALANT
BETVEEN VLNDaV
FLANGES 1 1/8, MIN. L
MULLION EMBEDMENT TION
A —A (5) _24EATWD?G w
AUXILIAW-
PLATE - FOR
ADDITIONAL -ANCHORS,'. VREN REQUIRED) A'
A 0
0 DETAIL
B MULLION ELEVATION
E) fED:
f'R.OM EXTERIOR FLORIDA-
EXTRYDERS.NNTFNC SER.' 2000
FIN SHEET I 'OF 2 VERTICAL MULLION
SECTIONS' SEE OTHER
SIDE (SHEET 2 OF 2) ' FOR DESIGN PRESSURE:
CAPACITIES DRAWN BY:
MSH . I I APPROVED -BY: DATE:2/
6/02 I SCALE: NTS FDwG:.. 2VMFIN
Q3
ONE BY VOOD -DETAIL C
2000 S.M. 1 X 2 7/16 X 1/8 - 2000 S.H. r I X 2 7/16 X 3/6 BUCK BY OTHERS
AB (TYPJ TUBE MULLION -IAMB (TYPJ TUBE MULLION CONCRETE OR MASONRY'
1 1/4' MIN Q BY OTHERS
dEMBEDMENTQ
t8 X 1/2 SELF N8 X L2 SELF
TAPPING SMS TAPPING SMS
INSTALLATION! ANCHOR 3/16' DIA '
TAPCDN SCREV ANCHOR (TYPJ .. EXTERNAL MULLlQN
INSTALLATION CLIP
2 X 4 X 3/8 -
BETVSEALANT RETSEALANT TUBE MULLION • . - -,-''...
FLANGES
L KULL
FLANGES FLANGES
L MULL
FLANGES
Mu1LI6N 2000 SR . . TYPICAL MUWON TO CONCRETE O HEAD
N8 X 1-1/2 SELF t8 X 1-1/2 SELF APPLIES TO HEADA. SILL WHERE I' X 4 JAMB (TYPJ iQ'-X'4'TUBE MlR1JON5 ARE USED ) TAPPINGSMSTAPPINGSMSSECTION
A -A (1) SECTION A -A (2) 88
X 1/2 -SE]F DETAIL B TAPPING
SMS INSTALLATION
ANCHOR 3/
16' DL4 TAPCah 1
X 4 X 1/8 1 X 4.X 3/8. SCREV ANCHOR (TYPJ TUBE
MULLION TUBE MULLION SILL
CLIP N8
X 1-1/2 SELF SEALANT-BETVEEN Q TAPPING
SMS VINDOV-FLANGES 2000
S.K 20M S.H. JAMB (
TYPJ t
MULLION ::. EMBEDMENT
SECTIONA=A (5) IB (TYPJ DETAIL
C- . - `PRECAST SILL-BY-UTHERS 1
AUXILIARY: PLATE_ 08
X 1/2 SELF t8 X 1/2 SELF FOR ADDITIONAL ANOIPRS, VI" REQUIRED) TAPPINGSMS .. TAPPING SMS A
A. -- SEALANT
BETVEEN E .
0 SEALANT
BETVEEN' VINDDV
FLANGES VMDOV FLANGES L— L
MULLION L MULLION N8 SELF TAPPING MULLION
N8X1-1/2 SELF 08 X 1-1/2 SELF SMS (TYPJ FAIL B TAPPING
SMS TAPPING SMS ELEVAno+0 SECTION
A -A (3) SECTION A -A (4 1 VIEWED FROM EXTERIOR FLORIDA:
arrpWnOxAL .Ixc EXTRUDERSsnMIM, FLORIDA SER.
2000 -:•OF, MANUFACTDLONS .
TtTiE: : FLANGE-: SHEET: I 2._.: vvkVERTICALMULLION• SECTIONS UAsTER
FELF, # SEE OTHER-; S-IDE-- SHEET..:2 ,OF'2) -'FOR. 18
i DESIGN PRESSURE-CAPAC-ITIES.: DRAAN
BY: JBH _ APPROVED BY: -2 =r:- SCAIZ:
NTS . - DWG.:' 2VMFL•G,._
Milestone Master Documents
Approved By Central Florida B.O.A.F.
March 18, 2002
Updated: 3/10/2002 milemasters.xls
PAGE DESCRIPTION DRAWING # / REPORT # SERIES
INDEX MASTER FILE NUMBER 1
1 1INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION I FLEX0022 11000 -
2 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 11000
3 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION FLEX0029 1000
INDEX MASTER FILE NUMBER 2 IFLEX0020 110004IINSTALLATIONDETAILW/TAPCONS HORZ. SLIDING FLANGE WINDOW
INDEX :: MASTER FILE NUMBER 3 :, - =:
6 INSTALLATION DETAIL SGL HUNG FLANGE WINDOWS FLEX0016 1000,1500 8 2000
6 JINSTALLATION DETAIL W/#8 SCREWS IFLEX0026 11000,1500 & 2000
INDEX'.* MASTER FILE NUMBER 4
7 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW jFLEX00i8 1000 & 2000
8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 12000
9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW IFLEX0035 1000,1760 & 2000
10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW IFLEX0036 11000,1760 & 2000
11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW IFLEX0037 11000.1750 & 2000
INDEX .-MASTER FILE NUMBER 6
12 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS JFLEX0021 150o,1000 & 2000
13 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS IFLEX0027 1600.1000 & 2000
INDEX;'. MASTER FILE NUMBER 8 ."
14 - FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 1000 / 1500
15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 1000 / 1500
16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1600
17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500
18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFIN 1000 / 1500
19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500
20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFIN 1100011500
21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES JIVMFLG 1100011500
22 • FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 11VMHMFLG 1000 / 1500
INDEX MASTER FILE NUMBER 7 '
23 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 2000
24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000
25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000
26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000
27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000
28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000
29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLG 2000
30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2VMFIN 2000
31 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFLG 12000
Pago 1 of 1 milemasteM.03
14ast®1a4e
Q ALITY WINDOWS BY MORIDA EXTRUDERS
TEST REPORTS
BOAF TEST REPORT SUBMITTAL
REPORT NO. TEST SIZE
NCTL-210-2319-1 A 53 1 /8" X 72"
NCTL-210-2327-1 72" X 72"
DESCRIPTION
SER.. 1000 SINGLE HUNG
SER. 1000 FIXED WINDOW,
NCTL-210-1949-2 48 1 /2" X 84 1 /2" .SER.. 1500 SINGLE HUNG
NCTL-210-2318-1 53 1/8" X 72"
NCTL-210-2344-1 72" X 72"
NCTL-210-2678-1 108" X 72"
SER. 20b0 SINGLE HUNG
SER. 2000 FIXED WINDOW
SER. 1000 PICTURE ROLLER
NCTL-210-2088-1 143 1 /4" X. 79 7/8"SER. 500 SLIDING GLASS DOOR OXO
NCTL-21072089-1 180" X 96 3/4" -SER: 1000 SLIDING GLASS DOOR XXO
NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO
THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING
DEPARTMENT FOR THEIR MASTER FILE SYSTEM.
BOAMST
f7d By vCIOD CONCRETE OR
BUCK BY OTHERS ".0;,IRI OPENING
CAULK BEivE_N WOOD • O HERS
BUCK L M-S'r. OPENING BUCK WIDTH 1•vIan.
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SHOWN (SEE NOTE 9) JAMB
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1
I
CAULK 6ETVTEN
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L WO
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j
EMBEDMENT (SEE NOTES)
r
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By OTHERS
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CAULK
IT OTHERS
GLASS (7YP,)
SEE NOTES)
VINDOV
HEIGHT
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CAULK
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V
A ---i 3
11
CAULK BETVEEN
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L WOOD BUCK PER!Id TER
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RANGE TYPE STUCCO J
WINDOW FRAME BY OTHERS CAULK BETVEEMHEADERV003BUCKLSECTIONB-B M-S,Y. OPE„ING
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Fc
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K.
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VIEWED FROM EXTERIOR
V
V
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OR APRpWED E0..
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LOCATiO,j CHART CALL
TIP TO 1 LOCAI:ONS 1CAQILOCATIONS IN JAMB UP
TO z1 UP TO TO ISIZETIP50 •. soPv 7 r 022
74 1 26 C.0 C.O. LJ IJ 023
7. x 32 3/e C.a I _ _O ..E IJ.K,L IJ.K.L ID247. x $0 S/e C.C. O.E 033
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12 x 24 J IJ 6030
72 % J6 C.0 CA.• IJ IJ.K,L 6040
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e. % 16 I e.C.9 = I c.c.O.E I.J.K.L I I.J.K.L 70•
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YOB 1 36 B.C.L,E I B.CA.E 1•J•K•L IJ.K.L an
8 C[-.E A.B.C.^..E r1 J K K 1 10020
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B iw
I - NOTES,
1)
SHIM AS REO'D. AT EAC- LNSTA_sTAN ANCHOR. W-A. ALLOWASLE SM:M STACK
TO BE 1/.-. 2)
1111fDOW FRAME MATERIAL: ALUL-Wu A_LOY 6063. 3)
TAPCON INSTALLATION ANCHOR MUST eE Of SUFFK:IENT LTH. TO ACHIEVE u1H.
EmSEDWENT'Of 1-1/4- INTO MASONRY OR CONCRETE. a)
USE SIUCONRED ACRr-iC CAULK eEMIND WINDOW FLANGE AT MEAD 6: JAMeS.
SU MUST eE ATTACME3 TO THE SU95TRA.E WIT:( VULKEM 116 ADHESIVE
CAULK OR APPROVI] EOuAL. S)
USE SILICONIZEO ACRr CALr.K FOR PERIMETER SEAL AROUND EXTERIOR OF
wtNOOw FLANGE. 6)
IF ExACT rnNDOw SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY
LISTED WIT;. NExT LARGER SIZE. FOR Tr.= APPROPRIATE DESIGN PRESSURE
RMO. 7)
GLASS THICKNESS MAY vARY FER THE REOUIREMEN-S OF ASTu E1300 CLASS
CHARTS. e)
LETTER CESIGNATIOiAS DN THE T:.Y_CNLOCATION C.-JJ:' INOICATE wMERE EE
IN TAPCONANCHORSARETOSTAL-_ D WHEN US.NC THE ExTER*R ELEVATION
AS A KEY, 9)
ALL FAC7DRY APPLIED "OLES X07 Or_SIGNATEDFOR. TAPCON ANCHOR SHOULD
BE FILLED w'n /1 S:REwS OF SUFFICIE-%: LIM. TO PROVIDE MIN.
S/e IN. EUBEDu_'.T INT; 00.`. SUCK. 10)
APPLICATION Or VULKEV Iif a_'ESr/E CAULK AT rzAME SILL MUST COMPLY
WI.. SEALAN- MANIJr-:TUFF?'S RECOuuE40AT10NS, • 11)
wHERE WINDOW IS IN'+_LrD M UASCNRY OPENIN. WITH A STRUCTUAL Two
B" SUCK. USE PO SC=EAS OF SUF;)CIENT LENGTH TO ACHIEVE 1-
3/E MIN, EMSEDME`.T A: a, IN:'ALLATION FA?'ENE.r. LOCA:IONS. v,
r_-'::• ::7as i•ar< •J7 BQ`_•6)65 r•. •37 80
SHEATHING 1' MINNDHEN
C %•lLK BEi•JCEN By GTHERS
VIMDCV FIK C
SMEATNNG
IINSTALLATION
NCHC•R 9 SCREW
G OR
i1c;NG:NG BYD:.4QS 9—
PERIMETER
CAULK
By OTHERS
GLAZING (TIP.)
SEE HO z 71
VwDOV
HEIGMT
PERIMETER
CAULK
By OTHERS .
INSTALLATION III
itd.
AMCHU 89 SCREW
STUCCO OR ,
IISlDByOTHERS
CAULK
BETWEEN WINDOW
FIN L
SHEATHING SHEATHING EM3E DIIENT BYOTHERSSECTION
A -A TWO
By WOOD BT
OTHERS 1/
A' MAX. SHIM
S'%lE SHIM
AS REO'D. SEE
NOTES, FIN
TIP- WINDOW
FRAME HEADER
v!
NDOV HEIGHT
I
2A'
QE VINDOV
WIDTH I
MAX. II (TAP.) r VINDOV
WIDTH TWO
BY WOOD By
OTHERS SHIN
AS REO'D. SEE
NOTES) I/('
MAX. SHIM
SPAC_ CAULK BETWEEN vinDOv
FIN L
SHEATHING GLAZING (
TTPJJ PER!.-.ETEZ I / SECNOTE7) CAULK COUALirByGHERSSHEATHING SPACE
BY 07KRS ANCHORS
FIN TYPE WINDOW STUCCO GR 1 (TTP.) FRAME JAn3 S!DLYG BY L•+STALLAT1Cw OTHERS
ANCHOR 3 SCREW B '
SECTION
B-B q
J 2L
J[2TYPJ FINTYPEMAX. (TYPJ O.
C.C. WINDOW
FRAME SILL
6' MAX. (TYP.) ELEVATION
VIEW
D FROM.( XTER:OR MARBLE
SILL STOOL
BY OTHERS
NOT; S. 1) $
WY AS R0-0. AD.uCEMT T7 EACH INSi:L'-(iXiN AKnC?. uAx. ALL0wX2tE you STACK TO WHY:
2) MNDOw FRAME wTER1AL: Alwnwu ALLOY 606]. 3)
INSTALLATION ANCHOR WUST BE OF SuFFC:ENT LTn. TO A:n1EvE LUN. EVBEOMENT OF I- INTO
WOOD FRAME &IMER. 1 .
i X) USE Sn1CONIZED ACRYLK CAULK BEMMO w!NDOW FIN A: H•.EAO. SILL G Ju(3S. 1/
A' SHIM .r ---r. - ---" 5)
USE STUCOMIZED ACRYLIC CAULK FOR PER:METER SEAL AROUNO EXTERw`R OF wwDOw FRAME. 6)
GLASS THICKNESS MAY VARY PER THE REC-AREWEn:S Cr ASTW E1300 GLASS CHARTS.. SPACE
MAX. 7) INSTALL INSTALLATION( FASTENERS AT 6 wX. FRO. COF.:.ERS AND MAX. 24' O.C. DESIGN PRESSURE
CAPACITY OF INSTALLATIONS. W-H ANCHOR S--AC:NC AS STAT_O. IS 70.0 PSF FOR ALL
AVAILABLE SIZES UP TO 73' X 71' u:a. 1•
Mix EM3EONENT
SHIM
AS REO-D. SEE —
TC— iVO
BT VOOD By
OTHERS DESCRIPTION
DATE JINI FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD,
FLORIDA TITLE:
INSTALLAT',ON DETAIL W/`S SCREWS HORZ.
SLIDING FIN WINDOW - SERIES 1000 DRAWN
BY: BB I APPROVED BY: DATE:
12/ 1 7/O 1 :GALE: h. T. S. DING.: FLEX0026 PR[
PAPED If PRODXT X APFLICAf IOM C`4INE:QING. INC.: Z50 INTERNAIIQ'% IKVT.. IUITE M ME-'-RDV. FL7:)A 227.i PHv[ •a en-7353 7.X 47, W7 '7)7
S
TvO 91 VOOD
1' WIN. BY OTHERS
SHCATHING iCn'E- -
CAULK gETvEEN By OTHERS
v,NDGV FIN L
SHCATHING
INSTALLATANCHOR a SCRE, —
STUCCO OR II / IN- MAX.
SIDING By SHIM SPACE
OTHERS
PERIMETER
CAULKSHIM AS CEO -!)BY
OTHERS. FIN TYPE (SEE NOTES) VINDOV
FRAME HEADER
GLAZING (
TYP.) SEE
NOTE 7) VINDOV
BIGHT
1
PERIMETER 1
CAULK -
By
OTHERS 1
FIN
TYPE WINDOV
FRAME SILL
MARBLE
SILL STOOL
BY OTHERS
vINDOV
WIDTH y
2+' O.C. F .— F_
VINDOV
HEIGHT
24*
O.C. MAX. (
TYP.) 1/
A- MAX. SHIM
SPACE T
INSTALLATION
I II ANCHOR B SCREW Fl III
SHIN
AT REO'D. Stucco
OR (SEE NOTES) SIOING
BY OTHERS
CAULK
BETVEEM WINDOV
FIN THING I
1'MiH iv0 BY WOOD LSH[ATN:MG y ENBEOMENT
By OTHERS ByOTHERSSECTION
A -A I7
VINDOV
WIDTH TvO
By vOID By
OTHERS SHIM
AS REO•D. SEE
NOTES) GLAZING (
I--) SEE
NOTE 7) FIN
TYPE WINDOv FRAME
JAM3 EQUALLY
SPACE 1
ANCHORS (TYP.) 1/
4- MAX. CAULK BETvEEN SHIN
SPACE vINDOv FIN l
SHEATHIt4. 1-
MIN EM3CD
C%T f
L
SHEATHING Br
OTHERS PER:)
E TER CAULK
BY
OTHERS INS ALLAT ION STUCCO
OR ANCHOR .3 SCREV SIDING
By OTHERS
SECTION
B-B N1)
G. t)
SHIM AS REO.O. ADJACENT TO EACH u.STAJAT10Ht ANCi(Oit. A
6' MAX. MAX. ALLOWABLE SHIM STACK To BE 1/A . TYP.)
Z) WR(OOW FRAME MATEaLAL: ALuMww ALLOY 6061 3)
NISTALLATION ANCHOR MUST BE OF SUFFCENT LTN. TO 6'
MAX.(TTP.) AoltCA MIN. EMEEOMENT OF )' WO W000 FRAME MEMBER. A)
USE SaCONIZED ACRr.'C CAULK BEHIND W 00W FIN AT HEAD. ELEVATION
StLL &
IAMBS. USE
SLCO(AZED ACRr.0CAULK FOR FERIMETER SEAL AROUND FRAME.
VIEWED
FRO M xT RIOR ExTERgR
K
wwDOW
6)
GLASS iHCNE55 MAY VARY PER THE R_OWREMEM$ OF A$Tu r-' = -
rA:.;; :, a : •( ( ^ a .-•
k--y-t'` . "."'r• E1300
GLASS CHARTS. 7)
D1$TALL 1NSTALL:TK?N FAT- AT 6" MAX. FROM CGR•VER$ AND
MAx. ZA" O.C. Cl-%-4 PRESSURE. CAPACITY OF INSTALLATIONSN:T. ANd•:)R SPACING AS STATED. tS 70.0 PSF aa
77 77F ^^ L. AY., : 2jtuil.L f FOR ALL A•/ARA_L: SIZES UP TO 119 X 49 S/8" MAX. REV
DESCRIPTION DATE INt FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD,
FLORIDA TITLE:
INSTALLATION DE7a!L W/ US SCREWS HORZ. SLIDING. FIN
VINDOV XOx CONFIGURATION- SERIES. 1000 DRAWN
BY: BB I APPROVED BY: DATE:.
T. S. DWG.: FLEx0029 12/17/01 SCALE: N iC. S 2uGC T,. Vll
vREv
CD 11. v,am, (.w.:IC.ttp. CKJH[CRIrG. IIC.. 250 fwtCRwTIC..L Kvr.. s:]Tc zso. He•1 77V. H_"p tD. 7z)•: v.oHt •oT eaS-R76s •a) ec:-o)ss
y
CONCRETE OR
MASCN.:Y OPENING
BT OTHERS
ONE BY WOOD
BUCK BY OTHERS
CAULK BETWEEN a
WINDOW FLANC
L WOOD BUCK
STUCCO
BY OTHERS
PERIMETER
CAULK
V.H. By OTHERS
WINDOWHEIGHT)
GLASS (TYP.)
tSEE NOTES)
PERIMETER
CAULK
BY OTHERS
4
CAULK BETWEEN WOOD
BUCK L MAS'Y. O?ENING
By OTHERS
C
ONE By VIDEO MA;O;NRr OPEnInINSTALLATIONANCHORLUCKBYQ. M£as er QrrERsDIATAPCONB.V. Ihl..• MI.
SUCK WIDTH) I i uW-T
1/(' SHIM- p
1-1/4' MIN. FLANGE TYPE SPACE AMAX.
REO'DEMBEDMENTVINDQVFPAMESH:M AS
C JAM3 <SEf NOTES)
I 1NS7ALLATION ANCHOR.
3/16' DIA. TAPCON 01/•' SHIN
S?ALE MAX. RISM VINYL
GLAZING BEAD
GLASS (TYP.)
CSEE NOTES) , -v I x O
SHIM AS REO'D. ISEENOTES) CAULK BETWEENB.M. WINDOW FLANGEBUCKLL'OOD BUCK vFLANGETYPEHEIGHT)
iNDQV FRAME PERIMETERHEADER
RIGID VINYL
GLAZING BEAD
TTP.)
FLANGE TYPE
WinDOV FRAME
SILL
CAULK BETWEEN V a
WINDOW FLANGE QLPRECASTSILL
W/VLJLKEN 116 PRECAST SILL SECTION A -AAT(ESIVE CAULK BY OTMERS
OR APROVED EOL.
W.W.
A - rA 6 C D
riit
1
B
A--J ELEVATION
vIEwED FROM EXTERIOR
BAULK STUCCO IBYOTHERSBYOTHERS
W.V.
WINDOW WIDTH) CAULK BETWEEN
QQ WOOD BUCK LSECTION6-CJ MAST. OPENING
6T OTHERS
1) SH:Y AS REO'0. AT EACH INSTALLATION ANCHOR. MAX. A_LOM'ABLE
SHIM STACK TO BE 1/4.
2) W.NDOW FRAME MATERIAL: ALUMINUM ALLOY 6063.
3) INSTALLATION ANCHOR MUST BE OF SUF:ICENT LTH. TO ACHIEVE MIN.
EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE.
USE SX.ICONIZED ACRYLIC CAULK BEHIND W'NDOW FLANGE AT HEAD I[
JAMSS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM
116 ACMEW_ CAULK OR APPROVED EQUAL.
S) USE StLICONIZEO ACRYLIC CAW( FOR PERIMETER SEAL AROUND
EXTERIOR OF WINDOW FLANGE.
6) IF EXACT WINDOW SIZE IS NOT LrSTEO IN ANCHOR CMARi, USE
ANCHOR QUANTITY LISTED WITH NEXT LAnGER SIZE. FOP THE
APPROPRIATE DESIGN PRESSURE REO'D.
7) GLASS THICKNESS MAY VARY PER THE P.EOuIREuENTS OF ASTM E13M
GLASS CHXRTS.
8) LETTER DESIGNATIONS ON IKE TAoCON L04:ATON CK RT INDICATE
WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE
EXTERIOR ELEVATION AS A KEY.
9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TA:CON ANCHOR
SHOULD BE FILLED WITH fa SCREWS 07 SUFFICIENT LTH. TO -PROMO-
MIN. 5/3 IN. EMBEDMENT INTO WOOD BUCK.
IC) APPLICATION OF %A"EY 116 ADHESIVE CAULK AT FRAME S'LL MUST
COMPLY VATH SEALANT uA.NIUFACTUREP.'S P.ECOuuENDAT:ONS.
1:) ONE AOOITIONAL FIELD OR.LED 0 INSTALLED ANCHOF A REO'D. IN
EACH JAMB ON THE FOLLOWING SIZES: -025- (73 ) 62). -026'
73 x 71 ). 'S6U60M' (65 x 71). E, "inU60M' (71 xTl). PLACE
ANCHOR BETWEEN ANCHORS C AND 1' AND CETWEEN ANCHORS 'M
AND J OVE? 55 PS;' ONLY.
12) WHERE WINDOW IS INSTALL:D LV MAiON-.' OPENING w7e.. A STRUCTUAL
F TWO BY Wood BUCK. USE Ito SCREWS OF SUF%EEN: LENGTH ToACMIE•JF 1-3/8" MIN. EMBEDMENT AT AL DISTALIA:KiN FASTENERILOCATIONS. ON SIZES NOTED IN NOTE I:1 ADD A ?.0 SCREW
HT ANCHOR TO EACH JAMB FOR NOTED D_vcN PRESSURES
J MAANvLRTIt AC URE11 fVAME!
ov Et= & Rs
kkiF.M FUE
PPCPA.; _ i? PP0TJU,I L APPLIEA(IOM t.
CALL TIP TO LLJLA:IVND IN MLAU L.UI_AIIUNZM IN JAMC3
p+5i D. JOPSF oJ
SIZE TIP TO TO TOI i0 I TO I TO
I A_, I X i A i 7
Iri2 26 1/2 IT 26 C C C cM G.M GM
3 26 1/2 X 38 3/6 C C C G.H G« GM
Ha 26 1/2 X 50 5/8 C C C cM G.M G«.IJLTIH6261/2 X 56 1/. C C C G.M G.M.
5 26,1/2 X 63 C C C G.M GHJJ G.HIJ
26 /2 X 72 C C C G.H G.MJ.J G«I.J
22 37 1 25 L CI M
23 37 X 38 3/6 C C C G.n G" G «
2• 37 A 50 5/6 C C C cM c.MJ.J c-1J
S 37 X 56 1/. C C C GM G.MJ.J G,.LJ
25 37 x 63 C C C G.H G.MJJ G.rJJ
26 37 1 72 C C C C.- .1. G.HJ.J Ef.G.M!.J
V11
33 53 1/a x 38 3/3 C e.0 2.0 G.M G.M GJIJJ
3• 53 1/5 1 50 5/6 C B.0 C G.H G.HIJ G«JJ
3•5 53 1/5 x 56 V• C B.0 CI c.Mi i G.MJJ
3S 53 1/a X 63 C 8.0 e.0 G.m.0 GMJJ E C.H!.J
36 1 5 X 7 C e.0 E.0 G.MIJ E.F.GJ(.LJ E G,H,IJ
1381.011, ID237sXB.0 8.0 A.B:Ec G.M GM.IJ
02. 7. X 50 5/0 B.0 B.0 A,=.C.O GMJJ GMJJ E.F.G.M.0
DN5 7. X 16 1/. B.0 B.0 A,B.C.cI G.HJ .J f.F.GG.HJJ
MJJ I0257. x 63 E.0 E.0 A.S.C.O G.MJ.J 1 Ei.CMJJ E.F.G«.IJ'
74 x 72 e.^. e.0 1 A = C.0 GMIJ 1 E.%.0 H!.J Ei.G.o.U•
2MOM 21 x . I U.
20MMU 2• X 36 C C C GM GM GM
20Y.0M 24 x .B C C C GM GM G.H
20u.6v 211 54 C C C C.M GM GM.IJ
20WWU 2• X 60 C C C GM G.H G.M,IJ
C.60. X 7 C C C GP.. HI.J Gr!IJ
XU20M 36 x 2. H M
30u30M 36 x 36 C C C C.H G.M CM
30u.0u 36 X 48 C C C G.M GMJJ G,MI.J
3pw6U 36 X SA C C C GM GMJJ GM.IJ
30y50u 36 IT 60 C C C GM GMJJ GM.Li
30u60u 36 X 72 C C C GHIJ G.HJJ E.F.C.MI.J
M 4 X 14 L y.n
a0M30M a X 36 C c S.0 G.M G. c "J i
40M40M as x 48 C C e.0 G.n cMJJ cMJJ
oua6u 45 X 54 C C S.0 GM GMJJ GMJ.J
4w50Y Aa X 60 C C B.0 C.MJ.J GMJJ I.G.M.LJ
4OW60M 45 X 72 C C B.0 G.N,I.J E.FCMIJ E F MI
a u a IT 24 L Ln.T. n H GM
46M30Y SA X 36 C B.0 B.0 C.H G.M GMJ.J
46u40u 54 X 48 C B.0 B.0 OMI G.M).J GM•IJ 6y.
6u SA X 54 C ex B.0 O.MJ.J GMJJ E.F.6.M.LJ 61150u
S• X 60 C B.0 B.0 G.HIJ G.MJ.J E.F.G.MJ,J u
V SA X 7 C EC 0 GHIJ• FF641i I FIC.11 5000u
X a 8,C c. G M GM G.H 5Cv30M
60 X 36 C B.0 S.0 GM GM GMJJ soM.
rnX 60 x .6 C e.0 e.c c.H I c.HJJ cMJJ 50u.
6u 6C x SA C B.0 B.0 G.M.Ij GMJJ E.F.GMJJ 50M30u
60 x 60 C ex E.0 G.HlJ G.MJJ E.F.O.M.0 SOu60u
60 x 72 C B.0 0 G.NJ,J . E.F.GM!J E.F.G.M IJy
9 14 L U., VVV"
56M30M
56Y.Ow S6uA6u
55u50urbVOOY
66
X 36 66
x .a 66
X S. 56
IT 60 6i
x 72 E._
E.
0 E.
0 6.
11 S.: B.
0 ee.
0B.0B.0
B.0A.3.
C.: A.=.C.7 A B.
C.: A.B.C., A.S.
C.: G.M
G M
G.M.IJ I G.nJ.
J GMJJ G.
M
G.MJJ
GMJJ E.
F.
GM.I.J E.F.
G,M,IJ G.MJ.
J G«J,
J E F.
G.n.IJ E.F,
GMJJ Ef.GMJJ'
6Lw}Ov
72 X' 36 a E.'_ 0 A,=.C.: GM G.H G.HMGMJJ 60y.0u
72 X AS E.0 B A.B.C.: G M G.HJ.J GMIJ 60Y.6V
72 A 5• C' I.' A.=.C.: G.M I,J GM I,JE.i,G H I.J60u50Y 72
x 6C C B.0 I A.=.C.: G.H!J I I E.F.cxIJ E.''.;MJJ 6w 72
X 72 C a. A.S.C.: G.MJ.J E.F.G MI.J E c GMJJ• ADD:TIONAL
AN --HORS RE-I'D. SZE NGTE It FLORIDA EXTRUDERS
INTERNATIONAL, RIDA TITLE: I
NSTALLAT I GN DETAIL W/ TAPCONS HORZ. SLIDING
FLANG_'uINDOu SEP.IES 1000 DRAWN BY:
BB aPPP.OVED BY: I l+
FLEx0O=0 U }2DATE: 10/23/0 I I::.ALE: S N TDG.: Kii.4 _..
w. tea. iST. 1HILFMA I'S.AIPavr...J.IE 25J. -W-6 ?NCO¢ '-7 605-0 - , a• do_• -Olds
OF
CAULK BETVEEN Bv. 1.1/A• MIN
CONCRETE O7 vOOD BUCK 6 (BUCK WIDTH) ' [M3C OHENT
ONE BY VOOD n<SONRT OPENING KAS'Y. OPENINGBUCKByOTHERSByOTHERSBYOTHERS
INSTALLATION ANCHOR
ONE BY vOGO 3/I6' Dla. TAPCON
BUCK 9Y CTHC7S
CAULK BETVEEN Si CO
VINDOV FLANGE ( BY TNERS
t VCOD BUCK I -I/.• MIN. Sn!n aS REO'D. IEMBEDHIENi
RIGID VINYL (SET/NOTES, C'
T I GLAZiHG BEADTyp.) 1,SIALLATION ANCHOR \
DIA. TAPCON
STUCCO J SHIM AS REO'D. By OT'4CRS 1/.• MAX. GLASS II O
SEE NOTCS) (.yPXSEE N07ES) YPERIIICTC4CAULK
BY OTHERS FLANGE TYPE
FLANGE TYPE VINDOv F24K
VINDOV FRANC JAM CAULK BETVEEN v
HEADER VIMDOV FLANGE PERIMETER
RIGID VINYL 6 VOOD BUCK CAULK
GLAZING BEAD - BY C-WQRS
TrPJ G•_ASS V.V.
I OCv - (7YP.) (SEE NOTES) (VINDOV VIDTH) 1
IGHT) BitBUCK
HEIGHT)
CAULK BETVEEN VINDOV
FLANGE 6 PRECAST SILL
v/ VULKEN 116 ADHESIVE SECTION B-BCAULK. OR APRV•D. COL.
FLANGE TYPE
PERIMETER
L•INDOv rRANE
CAULK Sill
BY OTHERS 4U--
v
W.W.
3ECAST SILL a
BY OTHERS rA A Bl
NOTES. SECTION A -A° t C
I) SN: A AS REO.O. AT EACH INSTALLATION ANCHOR. UAX. ALLOWABLE D EsJauSTACKToeE1/.-.
2) WINDOW FRAME IAATERIAL: ALuuliuu ALLOY 6063.
ST3) INSTALLATION ANCHOR uUST BE OF SUFFICIENT LTH. TO ACHIEVE
Lm. EIABEDYENT OF 1-1/.- INio IAASONRY OR CONCRETE.
a) USE S4KO(aZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD J O KeJAAIas. SILL ((UST eE ATTACHED TO THE SUBSTRA-E WINLJ
VULKEW 116 AOKEW- CAULK OR APPROVED EOUAL.
5) USE SILICONIZED ACRYLIC CAULK FOR PERIME7E7 SEA: AROUND W.H. F GEXTERIOROFWINDOWFLANGE. .
6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCNOQ CHART, USEANCHOROUANiITYLISTEDWITHNEXTURGERSIZE. FOR THE /
APPROPRIATE DESIGN PRESSURE REO'D
7) GLASS THICKNESS WY VARY PER THE REOUIREuENTS 0, ASTu
E1300 GLASS CHARTS. H _ I6) LETTER DESIGNATIONS ON INC TAPCON LOCATION CHART INpGTEWHERETAPCONANCHORSAREToe£ INSTALLED WHEN USING THE L_
EXTERIOR ELEVATION AS A KEY.
9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCONANCHORSHOULDBE. FILLED WITH /5 SCREWS OF S(J :ICIENT LTN. ATOPROVIDEYIN. 5/B IN. Ew8EDA.ENT INTO WOOD '_'JCK.
ID) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THISPRINTALSOAPPLIESr0THEFLORIDAEXTRUDERS1500AND2000 ELEVATIONSERIESSINGLEHIJNGS.
11) WHERE WINDOW IS INSTALLED IN wSONRY OPENING WITH A
STRUCTUAL Two eY WOOD, BUCK. usi 110 SCREWS OF VIEWED FROM EXTERIORSUFFICIENTLENG7ATOACHIEVE1-3/B• UIN. EvE-DuENT AT
ALL INSTALLATION FASTENER LOCATIONS _
CAULK BETVEEN
V003 BUCK 6
HAS' T. OPENING
By OTHERS
CONCRETE OR
MAS"Y OPENING
By OTHERS
PFEP•REO 8': PRODUCT A AP ,IDN EI.LANEERF.G. INC.. 250 WTEPHATK)NA( NY- SUITE 250. WEA-ROW. fLOR1y 327.6 I.IOW.E .07 505-0365 Fu .07 S:5-•0366
TAPCON LOCATION CHART
CALL BUCK LOCATIONS IN HEAD LOCATIONS IN J."•.V3
SIZE SIZE' 30PV TO .DPu I.v TO 70PSF 30vsr TO 401V A; IV TO 7.-s.-
12 le 1/3 . 25 B e r.c r,G
13 le 1/5 .31 3/6 8 8 r.c f,G
1. 1G 1/S A 49 S/6 B B r.c F.G
145 16 1/8 a 55 1/. B B r.G F.G
IS I6 1/7 A 62 B 8 r.c • F.G
16 16 1/e A 71 B B F.G r.t.r.J
1) 1 6 A 3 P fG fG1.K
In2 15 1/2 + 25 B 8 R
IN,3 25 1/2 F 31 3/8 B B F.G f,G
In. 25 1/2 A A9 5/a B B F.G r.Ghi
IN45 25 1/2 A S$ I/. 8 B F,t F,W.J
Ins 2S 1/2 A 62 B B F.G F.C.
ln6 25 1/2 a 71 B B r,c r.OJ.J
1.7 25 1/2 A 53. B B F.G.J.K r.GJ.<
30 1/2 . 26
30 In . 36 3/6
29 1/2 A 25
29 1/2 A 37 3/8 B B y• r,C F.c
50 1/2 . S0 5/6 29 1/2 a 49 5/8 B 8 r.G
F,G
F,G.HJ
F,GYJ301/2 . 56 1/. 29 1/2 X SS 1/. B B
i,G f,tJ+i301/7 . 6]
0 1/2 . 72
K 1/2 A 62
29 1/2 A 71 BB 6e r.cJ(J F,GJ!J
30 1 7. 64 29 1 2 F 63 B B r.GJ.K F.CJ.K
2223 36 X 25
36 a 37 3/5 B B r.c F.G
24 3. A .9 5/4 BB eB F.GF.G F.c,N.J
F,G.hJ
2.525 36 Ass I/.
36 62 B B F.Civ f,GyJ
26 36 A 71 B 6 F.c.H.I D.EF.G,-J
7 36 A 63 8 B F.GJ.K F,GJ(,I,J.<
2 •
47 3e 3/0
41 X 25
Ala 37 3/5 8 e r,GFA f,GMJ
r.GJIJ2 . SO S/6 1 A .9 5/8 B
B BB F.G,N,1 r.GJV2 . 56 1/.
42 6S
Ai A 55 1/.
1 X 62 B B F,GJN.1 O.CF,GJ'J
42 72 AI A 71 B B F,t.11.1 D.EF.GrJ
41 X 63 F.G.J.K F.C,h.IJ.K
B . 26 47 X 25 8B ACAC r.c F.G.HJ46 . 3e 3/e 7 A 37 2/6
8 A.0 F,c F,C.MJe . 50 3/83 47 A 9 5/8
A SS 1/. B AC F.G ,H,1 F,G,H'.JL . 36 1/.
6 . 63 7 7 X 62 B AC F.c.HJ D.E.r.G+J
e 72 7 A 71 B AC F.G.MJ O.E.F.c 1
47 A a] r nEF - K
32 52 Ve A 25 B A,C r,G
F,C F.GF,t !
333- 52 1/8 A 37 3/8
52 1/6 X 19 1/e BB ACAC r.c.. F.G .HJ
3A5 51 1/. Ass 1/. B A,C rFJU
F.G.nJ
O.EF.G;•J
D.EF.C.H-115
36
52 1, A 62
52 I/6 A 71
B
8 A,CAC F.CJ(J O.E F.GJ'J
7 52 1/a A 63 B AC F.GJA D.E.F,GJ.JN
37 SIZE NOT AVAILABLE IN 1000 OR ISO SERIES.
FLORIDA EXTRUDERS INTERNATIONAL.
S RIDA
TITLE: INSTALLA71CIN DETAIL
yUU SGL. HUNG FLANGE WINDOWS - SERIES 1000 , I500 L 2000
DRAWN BY: BB APPROVED BY:
DATE:10/09/O1SCALE:NTS Dwc.: FLEx0016
D
CAULK BETWEEN SHEATHING
VINDOV FIN L Br OTHERS
SHEATHING
INSTALLATION ANCHOR
es VGOD SCREW I II
STUCCO
BY cans
PERIMETER
CAULK
9r OTHERS
WINDOW
HEIGHT
GLAZING (T TP.)
SEE NOTES)
PERIMETER
CAULK
BY OTHERS
1' MIN
EMBEDMENT
TWO BY WOOD
r BY OTHERS
SHIN AS REO'D.
SEE NOTES)
x' MAX. J
SHIM SPACE
FIN TYPE
VINDOV FRAME
HEADER
GLAZING (TYP.)
SEE NOTES)
FIN TYPE
WINDOW FRAME
SI(ARBLE SILL
STOOL
BY OTHERS
vINDCV WIDTH
SHIM AS PCO'D. —
SEE NOTES)
B.O•A•F•
aCTU?XR NAM: MF
GLAZING (TYP.1
D (
SEE NOTES)
V[NDDV
1 v.DTN
I A I
9 e
2AO,C. MAX. (
TYP.) EQUALLY SPACE ANCHORS (
ITP.) WINDOW
T_
HEIGHTI
A
J 6 II (6*
1MELEVATION
wEwED
FROL( EXTERIOR FIN
TYPE WINDOW
FRAME JAMB .
PERIETER
CALK
BY
CTHEwS MAX.
SHIM
SPACE tv0
By WOOD STUD
BY OTHERS 1'
M11N EnBEDi
SHEATH:NG
BY OTHERS
CAULK BETWEEN
WINDOW FIN
L SHEATHING
INSTALLATION ANCHOR
se WOOD
SCREW STUCCO BY
CTHERS
SECTION B-
B NOES 1)
SHiu
AS R'LO-D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE
SMw STACK TO EE 1/4'. . 2) WINDOW
FRAME MATERIAL: ALUUINUu ALLOY 6063. 3) INSTALLATION
ANCHOR MUST BE OF SUFFICIENT LIM. TO ACHIEVE
uw. EuEEDNENT OF I- INTO WOOL BUCK. USE SaICONIZEO
ACRYLICCAULK BEHIND vnNOCW FIN AT MEAD.
SILL h JAM'S. S) USE
SuCONQEO ACRr,C CAULK FOR PERIMETER SEAL AROUND EXTERMOR
OF w](OOw FRA(IE. 6) IF
EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR
OUANTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS
THICKNES: MAY VA:Y PER THE PEOuIREVENTS OF ASTu E1300
GLASS CHARTS. 6) FLORIDA
EXTRUDERS 13W SERIES SINGLE HUNG IS SHOWN. THIS PRINT
ALSO APPLIES TO THE FLORIDA ET--DERS 1500 AND 2000
SERIES SING,_ HUNG WINDOWS. INS IALLA"
I9M ANCHOR II 9 WOODSCREWBYOWOOD H
BY OTHERS
STUCCOI I
BY cT Rs
j REVS DESCRIPTION DATE
INI INTERNATIONAL. INC FLORIDA EXTRUDER,. 1: CAULK BETWEEN _ SANFORD.
FLORIDA WR(Dow FIN
SHEATHING L SHEATHING BY
OTHERS 1-MIN. TITLE: !NSTALLATI=1 D_TA!: V/RB SCPEWS EMBEDMENT SECTION A —
A
SING-E HUNG ' iN WINDOW - SERE_S 1000. 1:00, t; 2000 DRAWN BY: 89
APPROVED BY: DaTE:12/13/
01 ;-CAL.E: N. T S IDWG..FLEX0026 SHT I GE 2 ren....rn.... s_.._
e..... ... ..-.- .. .. ....•... •-.a e.iwl .n] pn_nXl t.• .f11 ACS-L]Aw
N
COmERETE ORMASONR, OPEMSMG
BY OTHERS
ONE By vGCD
BUCK BY OTHERS
CAULK BETVEEN
VINDDV FLANG-
L VGCD BUCK
D
STUCCO
BY OTHERS
PERIMETER
CAULK
BY C1rCPS
GLASS ITYP.)
SEE NcOTES)
xNDOV
IGMT)
PERIMETER
CAULK
By DINERS
a
CAULK BETVEEN
VIMOOV FLANGE
PRECAST SILL
V/VLILKEM 116
ADHESIVE CAULK
OR APRV'D. EOL.
INSTALLATION ANCMi7
3/16- 01k TAPCDN
CAULK BETVEEN
vCCD BUCK t
MAST. OPfNITSi
D
BY OTHERS
Q
1_I/4' MIN.
A Er.aEDn--MT
GLASS (TY7.)
SE- NOTES)
1 co lsit S
1 SHIM AS REO'D.# .
111--- t/s• MAK.
SEE NOT-
FLANGE TYPE
WINDOv FRAME
W.W.
RIDGED vinrl
GLAZING BEAD
B.M. • -
BUCK / HEIGHT)
RIDGED VINYL
GLAZSNG'BEAD W.H. I .
FLANGE TYPE
VINDOV FRAME
a
19
PRECAST SILL
BY OTHERS
F('TION A —A
B.V.
BUCK VIDTH)
SHIN AS REO'D.
1/4' MAX.
SEE NOTES)
R;x:D VINYL
GLAZI.YG BEAD
I—.. -" CCKRETE OR1c.KiC+T MA;^_NRI f%ENING
ar 13THERS
D
INSTALLATION ANCHOR
3/16' CIA..TAPCON . .
v
0
h(E 81 WOOD
BUCK BY OTHERS
v
FLANGE irPE v
VINDGv FRANC CAULK 6ET VEER PERI.LTERV %. FLANGE
L Ev000BUCKALFKBY GTErSCAULKBETv[EN VOOO
BUCK L V.
V. MAS:Y. OPENING cwINOOv
VIETH) H\_ BY OTHERS STUCCO
BY OTHERS SECTION
B-B 24•
D.C. MAX. (TTP3 6-
MAX.. (TrP.) A ---
a- ELEVATION
VIEWED
FROM EXTERIOR NOiC±-
1) SH)u AS REO'D. AT EACH INSTALv.TgN AN_MO MAX. A1y0wA8lF SHIM STACK TO BE I/(•. 2)
WINDOW FRAM- MATERIAL: ALUMINUM ALLOY 6063. J) 3/16- Ou. TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LIM. TO ACHIEVE uIN. EvBEOUENTOF1-1/4-INTO MASONRY OR CONCRETE. A) USE SILICON/ZEO ACRYLIC CAULK BEHIND Wr(00* CAULK OR FLANGEATHAP_PROvEOEOUAL.eS. SILL YuSr BE ATTACHED
TO THE SUBSTRATE WM vi"EM t16 AOnESP/E- 5) USE StuCONNZED ACRYLIC CAULK FOR PER:METER SEAL AROUND EXTERIOR OF WINDOW FLANGE. B) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITH NEXTLARGERSIZE. FOR THE APPROPRIATE OESxN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE RECUIREMENTS OF ASTM E1300 GLASS CHARTS. B) WHERE SPACING BETWEEN TAPCON ANCHCRS EXCEEDS is IN. O.C.. IB SCREWS OF SUFFICENi LTH. To PROVIDE MIN. 5/3 IN. EuSEDMENT INS WOODBUCK SHOULD BE INSTALLED. g) FLORiDAEXTRUDERS1OOCSr-RI-5FIXED W NDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE RORIDA EXTRUDERS2000SERIESFIXEDWw00W5. - 10) SEEBACKOFTHISSHT. FOR 1NSIL'N ANCHOR REOuREMENTS. 11) APPLICATIONOFVULKEM116ADMESNECAULKATFRAMESILLMUSTCOMPLY WITH SEALANT uANUFACTURER*S
RECOMMENCATIONS. 12) WHEREWINDOWISINSTALLEDINMASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE /t0SCREWS.OF SUFFICIENT LENGTH TO XCHEVE 1-3/8- MIN. EMBEDMENT. 1J) WINDOWUMtTSCANBEvv_.EO TO OTHE? UtDTS USING ALUMINUM TUBE UULUON. SEE M(P1ION1NSTALltT1a+ SH c S FARP.EOUIREuENTS. PREP.AED
0Y:'IA000CT "EC -' '.>•..- -- FLORIDA E,
INTERNATIONAL.
INC EXTRUDERS RUDERSSANFORD. FLORIDA TrrLE:iNSTALLAiION
DETAIL V/ ONE BY BUCK FIXED FLANGE
UINrj3V - SERIES 1000 & 2000 DRAWN BY:
23 APPROVED BY: DATE: i0/
22/OI SCALE: NTS DWG.: FLEXOOIB S-:EET I a 2 ERNATKi.AL
Parr, ska- 750. 'e.T.RO+. FLOROA 32T.5 PION( 407 805-0365 FAA 407 w -:366
SHEATHING
By GTHCRS
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SHE ATMING
INSTALLATION
ANCHOR 08 SCR:v
EXTCR3Rpi'NISH
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1
1
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1 CAULK —
1 BY OTMERS
1
I
I
I
WINDOW
HEIGHT
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BY OTHERS
INSTALLATION ANCHOR —`
8 WOOD SCREW
EXTERIOR FINISH
BY OTHERS
I
I• IN.
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SHw AS 4E0'0.0ETS FLORMA B-0 -AF-
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SPACECLAZING
SEE
NOTE 6) I—
GLAZINC SCE
NOTE 61 BUCK
HEIGHTFIN
TYPE V1NDL-
vFRANC SHIM
AS REO'D I/
N• MAX. SEE
NOTES) WOOD
FRaN!NG LJBUCKBrOTHERSCAULK
BErVEEN WINDOW
FIN a
SHEATHING MIN.
CH3EDHEN-
SHEATHING
BY
OTHERS SECTION
A -A HEIGMT
EXTERIOR
FIN
TYPE WINDOW
FRANC A---
Oj ELEVATION
VIEWED
FROM EXTERIOR V
INMVVIDiH Ir— SHIM .X
SPACE
I
y GRIME
TER CAULK
BY
OTHERS SECTION
B-B 8
VUE-
0FRAMING BY
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3Y
OTHERS INSTALLATION
A:
ICHOR 93
SCREW CAULK
BETWEEN WINDOW
FIN a
SHEATHING EATERIOR
FINISH BY
OTHERS NOTES
1)
SHIM AS REO•D. AT EACH INSTALLATION ANCHOR WITH
LOAD BFARN+G_ SHIM. MAX. ALLOWABLE SHIM STACK
TO BE 1/4. 2).
WNCOW FRAME MATERAL: ALUMINUM ALLOY 6063. 3)
INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT
TO ACHIEVE MIN. EMBEOAIEHT OF 1 INTO
WOOD FRAME. t)
USE SIUCONIZED ACRYLIC CAULK FOR PMW--TER SEAL
AROUND EXT-u't10ROF VnN00W FRAME. 5)
USE •S4ICONIZED ACRYLIC CAULK BEHIND WINDOW FIN.
NTS
6) GLASS THICKNESS MAY VARY PER R£OUIREM- OF
ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS
SHOWN. INSULATING GLASS' ALSO OUAUFIED. 7)
FLOR'DA EXTRUDERS 2000 SERIES FIRED PICTURE WNDOW
IS SHOWN. THIS PRINT ALSO APPLIES TO THE
FLORIOA EXTRUDERS ISM AND 1000 SERIES PICTURE
WINDOW. _ 8)
SPACE INSTALLATION ANCHORS AT 6 MAX. FROM
CORNERS AND MAx. 24- O.C. DESIGN PRESSURE
CAPACITY OF INSTALLATIONS, WTT= ANCHOR $
PACING AS STATED. 5 70.0 PS;'FOR ALL
AvARA9LE SIZES UP TO 73- X 71- OR 63'
X 95- OR 119- x 37-3/3- MAX. 9)
wNDOW uNIT CAN BE MULLED TO OTHER UNITS USING
ALUMINUM TUS_ MULLION. SEE MULLION INSTALiAT10N
SHEETS FOR RECIREMENTS. INTERNATIONAL.
INC. FLORIDAEXTRUDERSSANFORD. 'FLORIDA TITLE:
INSTALLATION DETAIL W/ #8 WOOD SCREW FIX=
D FIN WINDOW•- SERIES 2000 J ^
rZDRAWN BY:-3 APPROVED BY: DATE:
1 i 1 3i02 SCALE: N. T. S. DWc.: FLEx0030 PREPARED
BY: PRODUCT IECMNOLOGY CORP_ 250 wiERr(Ar(mAl PKAT, S.A:E 250. V+E MAR., FLO•LG ::7•t PHIONE A07 605-0365 FAX NC7 605-0366
U
CVA.K BCTvEEN vINDCv
FLANGE L %;CQD BUCK
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3Y C:YERS
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IVISWY OPENING
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INSTALLATION ANCNIR
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Q Cu8E0uENT
r 1/A- MAXSuluSPACE
SHIM AS REO'D
SEE NOTES)
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SEC )UTCS)
NOTE"
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ALLOWABLE Sr:1M STACK TO BE 1/4'.
2) WINLIOW FRAME MATERL4L: ALUMINUM ALLOY 6063.
7) 3/16- CIA. TAPL'ON INSTALLATION ANCHOR MUST EE OF SUFFICIENT LTH. TOACH!_r MIN. EMBEDMENT OF 1-1/4' INTO MASOnnY OR CONCRETE. PLACE
Tx-L'DM ANCHORS 6 FROM CORNERS d 240. C. MAX. ALL FACTCRY APPLIED HOLES
HOT DESIGNATED FOR TAPCOn ANCHORS ShOMD 8E FILLED WITH /6 SCF.
EwS OF SUFFICIENT LIM. TO PRO%TDE MON. 5/6 IN. EUEEDME`IT INTO WOOD BUCK.
A)
WHE.E MN30w IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL Two BY BUCK.
USE Ito SCREWS OF SUFFICIENT LENGTH. TD' AGD£VE 1-3/2• MIN. EM_
EEEDME.NT A: SAME SPACING STATED IN NOTE J. 5)
USE SIUCO!a2ED ACRr_IC CAJ•J( 5;-uND WINDOW rJ.NGEA- HEAD. SILL JAMBS. 6)
USE SILK:Ow:ED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW
rLAHh;E. 7)
CLASS THICKNESS MAY VARY PER THE REOUIREMEN:S OF ASTM E1300 GLASS. CHAFrTS.
SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUFIED. 8)
BUILD DOWN AROUND CURVED PORTION OF WNOCw FPAuE TO BE ENGINEERED BY OTHERS. BUILD DOWN wuS: BE Or SUFFIECIENT S-RENGTH TO ADfOUATELY TRANSFERLEADFROMWINDOWTOTHESTRUCTURE. 9)
FLORIDA EXTRUDERS 1000 SERIES DESIGNER wwDCw SHOWN. THIS PRINT ALSO AP -.,ES TO FLORIOA EXTRUDERS 1750 SERIES k 2000 SERIES. t0)
ELEVATIONS S: DiorCOMMON CONFIGURATIONS. IT 15 NOT INTENDED TO LPAN USE OF 7HtSPRSOUCTTOTh_SE TWO CCNFIGURATONS. THIS SHEET APPVES TO ALL EON7ICU-nAT10NSTWAT CAN SE MANUFACTURED FROM THE 1000. 1750. h 200E SERIES
CESIGNER rl--D WINDOW FRAMING SYSTEMS It)
wINDOW UNIT CAN BE MULLEO TO O+HER LAATS USING ALUMINUM TUBE MULLION. SEE -
MULLION INSTALLATI0N SHEETS FOR R£OLRREIJENii. SHIN
AS REO'D SEE
NOTES) VINDOV
rRANF. JAr3
GLAZING (
IYP. SEE
NCTES) PER:
METER CAULK By
OTHERS EXTERMR
FINISH J BY
OTHERS VINDOV
VIDTN 1-
1/A• MIN, EMjr-
aH NT ONE
BY Vm0 BUCK
Br GTHERS INSTALLATION
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ETVEEN v-
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WIDTH A
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INSTALLATION
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TAPCON WE.
0 ZcMT MEICH: ' HEIL!? SY:
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L
1/A-MAX. EXTERIOR ELEVATION EXTERIOR EL-VATION T
SHIM SPACE ULK
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FLORIDA EXTRUDERSINTERNATIONAL. FoFLORoa1-I/A- MIN. /'e ,iga+ Q EuSEOMENt`-- Nam: CONCR_TC
OR \ ONC Br vOCD 1 Y TITLEFLANGE INSTALLATION DETAIL CONCH.=TE r.EADER V/I BY Q_CK wSO.o.
Y BUCK BT OTHERS AU_KBETVEENBYG :ERS . DCD 9U[
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NBEDuENT t:iO w000 FRAAawG A..ND3UcX DOWN wNLRE REOULRED. wSTALLAT04
ANCHORS d SCREWS TO EE PLACJ) 6 R(. FPOu CORNERS A 24 IN. O.
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LSEIL SCFia2EDAC'•rJN C CAUL( E£HO wWDOw LAkGE AT HEAD. $:L @ AA -ES. JAHB S) LSE
S(LCONIZED ACRrLC CAULK FOR P•" RoIET_R SEAL AROL7+0 EXTERIOR OF ON NOFLANGE.
GLAZINGcTrP . r 1/.' uAA.
6) GLASS THKNESS uAr vARY PER TrC R_Ou6(EuENTS Or ASTu E1300 CLASS IC SEE NOTC:I f SIOI SPACE
ARTS. CLE GLA.wG IS SHO. wSULATwG GLASS IS ALSO O(xIFIED. CHSwwn 7) 8AODOWNAROUNCCURvED
PORTON Of VANDOW rRAME TO BE ENGINEERED BY rzR O:S. sum-o
DOwwMUST EE OF SUrt-ICIEN'T STRENGTH TO ACEOUATELr ANSFER LOAD FnOu wTNOOw TO
THE S-RuCT•y:E. ' 1-3/8• N. EMBCDMCNT
1/a• MAX, HA(
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DESIGNER WtN:Ow SW". TIOS PRINT ALSC A?PLESL TO FLORIDA EXTP:
JC<RS 1750 SERIES d2000 SAES. c) EL- NATIONS Snow COuuO"
CONf1CURATONS. (TIS NOT WENDED TO lm: USE OF THIS PRODUCT TO THESE TWO
CAt(rCuRAiO"S. THIS SHEET APPLIES L CONCRCTE OR r SJRr PCRIMCTC
CAULK By
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ALSO
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6—B fir
OrHEP$ I -- NOTES) rP 1 SHIM
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FLORIDA
EXTRUDERSINTERNATIONAL. SAN O?D, FLOPIDa
TITLE: rCgNG= II4STALL;T10% DETAIL V/
FFAME 3JILD DOr.0 DESK+;=R FIRED VINDC. Ic=O.
1750, E 2000 SEP:SS DR.4,Wt: BY: BS APPROVED
BY: DATE:,'2/12/02 SCAL3: N-;
IDWG.. FLEX003c 7
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PERIKETER CAULK
BYOTHERS EXTER!
OR rIHISm — 9r
OTHERS e
INSTALLATION AHEHOR
SCREV ti YPJ SKAT-
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OTHERS CAULK
eENiND FIN Tw
By BUILD DOVN
BY OTHERS SmiN
AS RCO'D. tSEc
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fPAQ GLAZING (
TIP. SEE
NOTES) rim
rRANE SILL SHIN
AS REO•D.— tSEE
HCTES) I
L
UH• NAL Si'
l.4SPA<E NOTES.
1)
Srdu AS REO•D. ADJACENT TO EACH INSTALLA710h ANCHOR WITH LOAD BEARING SHIM.
MAX, ALLOw:LE SHIM STACK 70 BE 1/4'. 2)
WIHODW FRAME "MRI..AL: ALUMINUM ALLOT 6063. - 3)
USE SLCOMZED ACRr,1C CAL -Lc BEHIND WINDOW FN Al. HEAD. SILL k AAA/BS. A)
USE SLCOmIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF wINDOw
FRAME. S)
CLASS THICKNESS MAY VARr• PER THE REDXREMENTS Or ASTM E13W GLASS CHARTS.
SINGLE GAZING IS S'IDwN. TNSUTATwG GLASS IS ALSO OUALIFIED. 6)
SCREW ANCHORS AT HEAD. -SILL k JAM?S SHOULD BE IS SCREWS Of SUFFICIENT Lim.
i0 PROVtCE MIN. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. RACE 13 SCREW
ANCHORS .6' FROM CORNERS AND 24' O.C. MAIL. 7)
BUILD DOWN AROUND CURviD PRTUON Or weTDOw FRAME TO BE ENGINEERED By DINERS.
BUILD OCwN MUST BE OF SUrr1CCNT STRENGTH TO ADEQUATELY TRANSFERLOADFROMWINDOWTOTHESTRUCTURE. 6)
FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLESTOFLORIDAEXTRUDERS1750SERIESk. 2000 SERIES. 9)
ELEVATUONS SHOW COMMON CONFIGURATIONS. R IS NOT INTENDED TO LIMIT USE OF THRSPRODUCTTOTHES. INTO CONFIGURATIONS. THIS SKEET APPLIES 70 ALL CONFIGURATIONS
DIAT CAN BE MANUFACTURED FROM THE 1000. 1750• k 2000 SERIES
DESIGNER FIXED WINDOW FRAMING SYSTEMS 10)
WINDOW UNN CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MILLION. SEE MULL10m INSTALLATION SHEETS FOR REOUIR£MENTS• III
Tw sr rRANIHG EXTERIOR
ELEVATION BY
OTHERS CAULK
BEHIND FIN N
SYZ A ' rjp1F' SECTION
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r 2002 IT
FT1/
4' FAIL. n2 INSTALLATION SNS.
v+cc ANCHOR SCREV tTTFJ SHIN
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EXTRUDERS'SANFORD. FiORIDA 11TLE:
FIN INSTALLATION DETAIL DESIGNER
FIXED WINDOW 1000, 1750. & 2000 SERIES DRAWN
BY: BB APPROVED BY: DATE:
02/1.1/02 SCALE:NTS DWG.: FLEX0037 H.
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CONCRETE OR S!•1;M AS REVT- INSTALLATION ANCHOR
MASONRY OPENING ISEE NO-S) 3/15' CIA. TAPEON—+'!-1/1' MAX SNIM SPACE
By OTHERS i CONCRETE OR
INSTALL A71ON ANCHOR 1 1/4• MIN. MASONRY OPENING
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NS AR (TYP. vtfLRE EMBEDMENT
pp;P rLANCu ',.PEONS Fz_ NOT REO D.) I I
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vOpO BUCK t BUEK By OTHERS INSTAUATION AxCH R CAULK BETWEEN7PER!MET_N MFS'r. C?EN1NG j BUCK BY OTHERS 3/!6' DIA, ',.PEON VOOD BUCK t
CAULK By Br pir_RS r! 1/a• M;N. -
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V
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J G INSTALLATION Aa1C)CR
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TAPCONS ARE NOT REO'DJ i SLIDING GLASS PER:r4TER a`
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BUCK By OTHERS
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DOOR i r . c` w r Xr . T C(e r INTERLOCK
HEIGMT MASTER FUZ HOOK STRIP DETAIL
Ai 11T DOOR HATERIAL, ALVRNUN ALLOT 6067. 2) TAPCON TYPE IMTALCAIMIN ANCNORS "UST ItE Or S1lrICICNT LCWtN TO ACP CVE BIN. ENlEDNCNl
or 1-1/.• INTO NASIDQr OR CONCRETE.
31 ALTCRNAiC TAPCOM INSTALLATION ANCHORS FRONT TO lAEHC IH ALL rRANC NEN3ERS.
TAPCON ANCHOR CHART ON AACX W THIS SKET. L USE SILICOIZED ACRYLIC CAULK KHIND DOOR rLNGC AT MCAD a JAHl i. 61 USC SIIICDIZCD K4TLIC CAULK r(R PC?:)CTER SEAL -20LN0 [KTERIOR Or'DtX7R. 71 IF CAACT DOOM SIZE IS HOT LISTED IN AKIOR O+ARI• USE AKHOR'OUANTITI LISTED V:7H NEXT
8) FOR POCKIZC.ET DOOR SITES USE CLOSEST !•P•:S DOOR EIZCRCO' COKIGRAT101 TO rU.TSKO O)CNIr4
PLACC TAPCO S. IN FRONT Or HOOK STR:P AS SNCI N7> GLASS THICKNESS HAY vART PER RCR;IREICNTS Or ASTM (1300 GLASS CHARTS. IDi ALL rACTORY APPLIED HOLES POT DESIGNA'ED fOR TAPCON ANCHOR SHOULD !E rILLCD WI1. P8 SCREW:
B S(lrICICNT LcwTN TO PROvIDG MIN we* CHIEDNCNT INTO WOOD 2-.C1L1:1 ptTOY" ONIT IS Ai)PROVrDUSING TEMpCRED GLASS IN SINGLC GLAZED OR INSULATIK CLASS 12) JANJ / SILL CORKRS ARE TO SC SEALED V:TH A SHALL AINT SEAM SEALER. ' 13)
SHIM AS RED•0. AT (•. PET Of INSTALL -',ION AK*O.P' Z. ALLOWABLE SWH STACK lO. BE 1/4". 14)
ALL INSTALLATION AK`QRS MUST !C NA:E Or C(rW..1ONRESISTANT rv:ERIALS. 15)
WHCRC •A• REPRESCN:E IOVU(. PANEL ANC 9• RCPRESENTS rIKED PANEL APPROVED A .
COCIGRATTONS APE A: LISTED ON AN6fA CHART OH SACK Or THIS SHEET 16) POT ALL CONTICRATBOHS LISTED AWVC ARE SHOWN ON THIS DRAVING. HOWEVER INSTALLATION Ez'
ERIOR ELCv=':ON SCC7TONS •A -A•, •!-!", a HOOK STRIP DCTAIL APPLY TO INSTALLATION 0: ALL APPROVED CO4IGOR
TTONS. c'(
3EDM£NT 2 PANEL DOOR Sa]VN 17) INSTALL ONE IAPCON 11 CKH PAIR Or f+ TORN APPLIED INPTALLATIOI HOLES L94L NLTCD N'
N. OnE6 RVISE ONAKYCHART. IEE IAC. Or THIS SHEET. 181 rLORIDA CATRUDCRS
LOOS SERIES SLIDIK GLW ASS DOOR IS SNOTHISPR:MT ALSO APPL !-!/a' !ES TO 2000 ,SCRIESAND SOO'SERICS.'
G A — REVI DESCRIPTION DATE
INI EXTRUDERS LIKRALLY APP'-Y J \ •_ F-
L 0 P I D A INT. INC. SANFORD FL. CAULK! UNDER S!-' INSTALLATION ANCHr
I TITLE: SLICING GLASS DOOR SET SILL IN BED OrCONCRETE3/I6' CIA.
TAKEN SECTION —A INSTALLATION WITH TAPCONS
P DP.
AWN BY:3B
APPP.
OVEDBY: DATE:10/25/01 scale:
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P!LtCATOH C<Z.EZRbG. RC. rV I.TC.N.TIOHAL A. i`. %WYC :)C, ri•rrR]v, fLOR:. )t:ti. ADI-D:'.-Oxl fu .07El1'St7%
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gr GTHCRS CAULK BETVEEN
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1-1/6' MIN.
EMBEDMENT
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HOOK STRIP
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A-1
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EMBEDMENT
21 0 IN1/0* INTO SORE TA Muir TK or WftLTE2T LGGTH TO ACHIEVE T Or (HEMS. Or t-1//• INTO v00D. TACHIEVE TKI p$IALLA.: r+OGz2 N SILL NRT R OWfiCtATILENGTHTOACHIEVE (IN MI,L OF` THISK: Of 1-1/4• pi0 wi@.. Q+ C(ERCTLLINSTALLATIONANcHNO! CHART d BACK Q CMS L(LT.. ... . 1 USE SILIt:OR2[D ACRYLIC CAyLK tEMND 0+ FLANGE AT HEAD a JAMBS.
SI USE $0.ICOQZEO ACRTL4 CAULK rOR PCRIKtiR SEAL AROUND EXTERIOR Or DOOR. a) Or EXACT DOOR SIZE IS NOT LISTED IN AmD<12 CHART, L'SE ATCHOR OLIAMTtTT LISTED VITN NEXT
LARGCQ SIZE. FOR THE APIpPRRIAtC DCS!OT PxSSIRE'RN.O'0. 11 rDP POCKE, DOOR SIZES USE. CLOSEST TPASS DOOR SIZC a COWIGARnTIDN TO rp1DED OPENING
PLACE INSTALLATION ANCHORS. IN FRONT Of 1C3C STRIP AS smQlM . GLASS TMICKMESS NA VARr PER REDUtRCWNTS IFHAASTHE13DOGLASSCRTS -
f) DOOR wit IS APPROVED USING TEMPERED GLAS: IN SINGE GLAZED OR INSULATING GLASS. 10) JANI / SILL CORNERS ARE TO BE SEALCD WIN A SHALL PUNT SCAN SCALER- u1 SMIN AS REO'D. AT EA SE1 Or INSTALLATION ANCNDM NAA. ALLOVABLC SHIM SACK TO K 1/4'.
121 ALL INSTALLATIONKAN!MARSMust )E CE orC3RRO:to. RESISTANT MATERIALS
I" VNERE :A' REPRESENTS 7VI-c PANEL AND -IS." -ZPRCSEM'S riAED PANEL APPROVED
COIIGURATIONS ARE AS LISTED ON AHEHOI CHAT a !RACK Of I IS SHEET.
1N) NOt ALL 0WIGIRATA ,IONSLISTEDABOVEARESVNON THIS DRAVIMCI,EVER HQEVER INSTALLATION - EXTERIOR ELEVATION
SECTION: •A -A% •1-1• L )OO STRIP OETA:L A?ALT TD INSTALLATION IF ALL APPROVED D O
A 1-I/K' MIN. CO IGNRAfIOHi. _
2 FAoEI
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A F 12002
J DESCRIPTION
I DATE [NI F L EIP I D A INT EXTRUDERS SANFOR'D
FL.
TITLE: SLIDING GLASS
DOOR INSTALLATION WITH ' 9.
8 SCREWS' ' DRAWN BY: ?B
APPP.OVED BY: ATE: 12/17/
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L MULLION
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L MILLION TAPPING SMS
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L MULLION
l000 P.VJDESIGNER
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L MLLLD)N
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08 X 3/4 SELF
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SECTION A —A (5)
1000 P.VJDESIGNER
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08 X 3/4 SELF
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HEAD (TYPJ
SECTION A —A (2)
1000 P.VJDESIGNER
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TUBE INULLION
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I
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08 X 3/4 SELF
1000 Sx TAPPING SMS
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N- MULLION
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k 1' X 2 7/16'. TUBE MULLIONS ARE USED
DETAIL
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FLORIDA EXTRUDERSINTFORD. FLORINAL.DAIRIDASANFORFANCTffLE:
SER.
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CAPACITIES DRAWN BY:
MSH APPROVED BY: DATE:2/
6/02 SCALE:NTS DWG.: 1HMFINTR
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L MILLION
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vi m FLr sS SECTION A —A (3)
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r-1(1f l TUBE MULLION
f8 X 3/4 SELF
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8
READ (TYPJ
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08 X 3/4 SELF
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HEAD (TYPJ
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DETAIL
INSTALLATION ANCHOR 3/16' DIA
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EXTERNAL MULLION
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1 1/4' MIN.
EMBEDMENT
F_I FVATION :: •_
VIEWED FROM EXTERIOR
FLORIDA EXTRUDERS INTERNATIONAL,
R-FLORIDA
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SEE OTHER SIDE (SHEET 2 OF 2) FOR
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DATE:2/6/02 SCALE:NTS DWG.: 1HMFLGTR'
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18 X 3/4 SELF
1000 SJiTAPPING SMS
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FLORIDA EXTRUDERS uSANFrA INC
D. FL EDASANFORD, FLORIDA
TIME: -SER. 1000/ 1.500 FIN SHEET 1 OF 2"
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SEE OTHER SIDE ( SHEET 2 OF 2) FOR
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6) U+IC::' DATE:2/6/02 SCALE: NTS I DWG.: 1 HMFI N
MIAMI-oADE MIAMT-DADE COUNTY. FLORA
METRO-DADE FLAGLER BU1LDR
BUILDINC CODE COMPLIANCE OFFI
MI:I'RO-DADC FLAGL[RR WiLDG
140 W1:S'I' I:LAG1XR STItIiC-I', sur(li Ic
MIAMI, FLORIDA 33130•I:
PRODUCT CONTROL NOTICE Or ACCEPTANCE (305) 375-2901 FAX (305) 375•21
Prenador Entry Systems c'ONTILkC(ott I.tCl:Nst,vc: sF.Crt
911 E. Jeferson, P.O. Box 76 (303)373-2327 FAx(303)375-:
Pittsburgh ,KS 66762 WINTILWrolt HINVORCEIINrhNT DIVISI
3us) 37s•2ncc F,x (aos) 37s-=
1'itUl)UCr coN'rltUL wvisi
303) 375.2902 l:r\X (31)3) 371-6
Your application for Notice of Acceptance (NOA) of
Eutergy 6-8 S-W/E Inswing Glazed Double \v/sidelites Residential Steal Door
under Chapter 3 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 tlae Miami-Dac
County Building Code Compliance Office (BCCO) under•the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t
product or material at any time from a jobsite or manufacturer's plant for quality control testing. if t
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 1pproval, if it
determined by BCCO that this product or material fails to meet tlae requirements of the South Flor
Building Cede.
The expense of such testing will be incurred by the manufacturer.
c-'
ACCEPTANCE NO.: 01-0314.25
EXPIRES: 04/02/2000 ltattt tcoartgucz
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW CONINIITTEE
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 Miami -Dade County, Florida under the conditions :
forth above,
APPROVE D: 06105/200 i
971W. 4-"
Francisco 1. Quintana, R.A.
Director
Miami -Dade County
Building Code' Compliance Oi is
Premdor Entry Systems ACCEPTANCE No.: 01-0314.25
APPROVED JUN O 5 2001
EXPIRES April 02, 2006
NOTICE O ACCEPTANCE: SPL'CIFiC CONDITIONS
I. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000
approves a residential insulated door, as described in Section 2 of this Notice of Accepta
designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[
County, for.the locations wllcre the pressure requirements, ns determined by SFBC Chaptcr 23
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entcrgy 6-8 S-!V/E Inswing Glazed Double ,Residential Insulated Steel Doors
Sidelites- and its components shall. be constructed in strict compliance with the folio\
documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Prcmdor (Entcrgy Br.
Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," prepare(
manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co,
P%roduct Control approval stamp with the Notice of Acceptance number and approval date by
Miami -Dade County Product Control Division, These documents shall hereinafter be referred t
the approved drawings.'
3. LIMITATIONS
3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i
approved drawings. Single door units shall include all components described in the active leaf o
this approval. .
3.2 Unit shall be installed only at locations protected by a canopy or overhnng.such that the ang'.c
between the edge of canopy or overhang to sill is*less than 45 degrees. Unless unit is installed.ir
non -habitable areas \vllcrc the unit and the arch are designed to accept water infiltration.
4. INSTALLATION
4.1 The residential insulated steel door and its components shnll be installed in strict compliance :ail
the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri,
protcction systern.
S. LABELING
5.1 Each unit shall bear n permanent label with the nlanufacturcr s name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved".
6. BUILDING PERMIT.REQUIRMNIENTS
6.1 Application for building penult shall be accompinicd by copies of tllc following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies ofthe approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installatio
6.1..3 Any other documents required by the Building Official or the South Florida Building Co.
SFBC) in order to properly cvaluatc the install 'on of this system.
Nlanu I Pcrc2, P.E. Product CoC Exan:
Product Control Division
Premdor Entry Systems ACCEPTANCE No.: 01-0314.25
APPROVED JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptancc (approval) shall be considered alter a renewal application has been fi
and the original submitted documentation, including test supporting data, engineering documents,
are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if..
a. There has been a change in the South Florida Building Code affecting the evaluation of
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally ap.provcd.
c. If the Acceptance holder has not complied with all the requirements of this ncceplar
including the correct installation of the product.
d. The engineer who originally prepared, signed and sealed the required documentation initi.
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall
automatically because for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fcc) and granted by this
Office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or
other purposes.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and
followed by the cxpirntion date may be displayed in advertising literature. if any portion of the
Notice of Acceptance is displayed,, then it shall be done in its entirety.
i
7. A copy of this Acceptancc as well as approved drawings and other docunicnts, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all time. The engineer needs not reseal the copies.
S. Failure to comply with any section of this Acceptance shall be cause for termination and rcmova)
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF T111S ACCEP"ANCE
Manu Perez, P.E.; Product Contr :ram
Prod 'ntrol Division
Glazed Units
x
x0, Ox. OX0
I xx, OXXO
I
COP-WL-MAOIOO.02
FIBERGLASS DOORS
6'8" Height — Inswing
2.0"
2'6"
2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO
2'10" (Application Filed)
3'0"
316" 1 Not Listed Not Listed — —
2'8" + 1'0"
2'8" + 17
210" + IT
COP-WL-MA0143-02
02-0419.08
Application Filed) 52.0 NO2'10" + 1'2"
37 + 1'0"
30 +12"
1'0" + 2'8" + 1'0"
COP•WL-MA0144-02
02-0419.08
Application filed) 52.0 NO
1'0" + 2'10" + 17
17 + 2'8" + 17'
1'0" + 2'8" + 1'0"
1'G" - 37 + IT"
1'2" + 210" + 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"
2'8" + 2'8'
COP-WL-MA0142-02
02-0419.08
Application filed) 52.0 NO
2'8" + 2'8"
21C" + 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" + 210" + 2'10" + 2'1U"
3'0" + 3'0" + 3'0" + 3'0"
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assemblydetails 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, slate 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,
R202 & PAK .
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Ovr con ewrp pnpnm of D•Dtuo mlO o-.Tmtnl mD.n tDccrt¢Nhnt,Eegn mD D•oow Masonite International Corporation
wml ;ulrjeJ totNn9e w'4]oul notice.
Glazed Units
X
X0. OX, OXO
XX, OXXO
2'0'
2'6"
2'8"-
2'10"
3'0"
3,6"
I ,
2'8" + 1'0"
2'8" . 1'2"
2'13" + 1'0" _
2'10" + 17,
3'G" + 1'0"
3'0" + 1'2" _
1'0" + 2'8" + IT
1'0" + 210" + 1'0"
17 + 2'8" + IT
1'0" + 2'8" + IV'
l'0" + 3'0" + 1'0"
1'2" + 2'10" + IT
1'2" + 3'0" + 1'2"
TV , 2,6" : 2,6"
2'8" + 2'8" + 2'8-
2' 1 C" + 2'10" + 2' 1 G"
3'0" + 3'0" + 3'0"
2'8" + 2'8" -
2'8" + 2'8"
2'10" + 2'10"
37 + 3'0"
2'6" + 2'8" + TV + 2'6"
2'8" + 2'8" + 21" + 2'8"
2'10" + 2'10' + 2'10" + 2'10"
TO" + 3'0" + TO" + 3'0"
COP-WL-MAOI OO.02
FIBERGLASS DOORS
I 02-0418.03
COP-WL-MA0161-02 (Application Filed)
Not Usted I Not Listed
02-0418.03
COP-WL-MA0163.02 I (Application Filed)
02-0418.03
COP-WL-MA0164.02 I (Application Filed)
COP-WL-MA0162-02
COP-WL-MA0165-02
DP Rating Impact Rated
r
le
55.0
55.0
02-0418.03
Application Filed) 55.0
02-0418.03
Application Filed) 55.0
NO
NO I
NO
NO
NO, :
1. Occr a, rzngeinents using fewer panels than win! is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonile International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonile International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design 6 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. Masonile International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miaml-Dade BCCO protocol PA201. PA202 81 PA203.
El
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QNin ;Y: im to change writ hold ".1.
COP-WL-MA0100-02
FIBERGLASS DOORS
Glazed Units 8'0" Height — Inswing
2T
2'6" 02-0423.01
X 2'8" COP-WL-MA0146-02 (Application Filed) 40.0 NO
2'10"
TO"
3'6" Not listed Not Listed — —
XJ. Ox, CX0
2'8" + 17
COP-WL-MA0148-02
02.0423.01
Application Filed) 40.0 NO
2'8" + 1'2"
2'10" + 17
2'10" + 1'2"
3'0" + 1'0"
1 3'G" + t'2"
COP-WL-MA0149-02
02-0423.01
Application Filed) 40.0 NO
0" - 2'10" + 17 —
1'2" + 2'8" + 1'2"
1'0" + 2'8' + 1'G"
1'0" + 37 + 1'0"
1'2" + 2'10" + 1'2"
1'2" + 37 + 1'2"
2'6" + 2V + 2'6"
2'e" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
TO" + TO" + 3'0"
XX, OXXO
2'8" + 2'8"
COP-WL-MA0147.02
02.0423.01
Application Filed) 40.0 NO
TV + 2'8"
2'10" + 2'10"
TO" + TO"
TV + 2'8" + 2'6" + 2'6"
COP-WL-MA0150-02
02-0423.01
Application Filed) 40.0 NO
2'8" + 2'8" + 2'8" + TV
2'10" + 2'10" + 2'10" + 210"
TO" + 3'0" + 3'0" + 37
Notes:
Door arrangements usicg fewer panels than what is shown in the above chart also comply under the product approvals shown.
i
2. Assemblydetails are available from. the Masonite International website (www.masonite.com) or from the technical center.
Ir:sla:'a:ion ins!rectio:ls are a4135le from the Wasonite International website (www.masonile.com) or from the technical center.
AcW12: c_sign pressure requirament for a specific building design 3 geographic location Is determined by ASCE 7 (Minimum design loads for
buhaings and other structures). National, state or local builaing codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201,
PA202 & PA203.
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Glazed Units
FIBERGLASS DOORS
8'0" Height — Outswing
1SinglesI
X
2'0"
1 1
COP-WL-MA0166-02
ILEMET-rTiggi
02-0423.03
Application Filed)
I• Rating
47.0
Impact
NO
2'6"
2'8"
2'10"
3'0"
3'6" Not Listed Not Listed
Arrangement1(Width)
X0, OX, OXO
2'8" + 1'0"
Masonite1
COP-WL-MA0168-02
11 t
02-0423.03
Application Filed)
I• 1
47.0
1. 1
NO
2'8" + 1'2"
2'10" + 1'0"
2'10" + 17
37 + 1'0"
3'0" + 1'2"
17 + 2'8" + 1'D"
COP-WL-MA0169-02
02-0423.03
Application Filed) 47.0 NO
17 + 2'10" + 1'0"
1'2" + 2'8" + 1'2"
1'0" + 2'8" + 1'0"
1'0" + 3'0" + 17
17 + 2'10" + 17
1'2" + 3'0" + 1'2"
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
3'0" + 3'0" + TO"
XX, OXXO
2'8" + 2'8"
COP-WL-MA0167-02
02-0423.03
Application Filed) 47.0 NO
2'8" + 2'8"
2'10" + 210"
37 + 3'0"
2'6" + 2'8" + TV + 2'6"
COP-WL-MA0170-02
02-0423.03
Application Filed) 47.0 NO
2'8" + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
37 + 3'0" + 3'0" + 3'0"
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201,
PA202 & PA203.
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COP-WL-MA0100.02
FIBERGLASS DOORS
Opaque Units 6'8" Height — Inswing
1111111111111F., Singles (width) lWasonite International t.,• 6CC0 UP Rall,
2'0"
2'6"
X 2'8" COP-WL-MA0101-02 01-1031.01 76.0 NO
2'10"
3'0"
TV Not Listed Not Listed — —
Arrangement
X0, OX, OXO
Multiples (tvidth)
2'8" + 1'0"
Masonite International
COP-WL-MA0103-02
Mianill-Bade BCCO
02-0109.10
Application Filed)
UP Rating
55.0 NO
2'8" + 17
2'10" + 1'0"
2'10" + 1'2"
3'0" + 1'D"
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"
17 + 2'8" + 1'2"
17 + 2'8" + 1'0"
1'0" + 3'0" + 1'0"
1'2" + 2'10" + 1'2"
1'2" + 3'0" + 1'2"
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 210" + 2'10"
37 + 3'0" + 3'0"
XX, OXXO
2'8" + 2'8"
COP-WL-MA0102-02
02-0109.10
Application Filed) 55.0 NO
2'8" + 2'8"
2'10" + 2'10"
37 + 3'0"
2'6" + 2'8" + TV + 2'6"
COP-WL-MA0105-02
02-0109.10
Application Filed) 55.0 NO
2'8" + 2'8" + 2'8" + 2'8"
2'10" + 210" + 2'10" + 2'10"
3'0" + 3'0' + 3'0" + 3'0"
Notes:
1. Door arrangements using fewer panels than what Is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.
4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for
buildings and other structures). National, state or local building codes specify the edition required.
5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201.
PA202 8 PA203.
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FIBERGLASS DOORS
Opaque Units 6'8" Height — Outswing
Arrangement, , , , 1.1• I I' , ,. •,
2'0"
2'6"
X 2'8" COP-WL-MA0121-02 01.1031.02 76.0 NO
2'10"
3'0"
TV Not Listed Not Listed — —
X0. OX, OXO
2'8" + 1'0"
I ,
COP-WL-MA0123-02
02-0109.09
Application Filed) 55.0 NO
2'8" + 17
2'10" + 1'0"
2'10" + 17
3'0" + 1'0"
3'0" + 1'2"
17 + 2'8" + 1'0"
COP-WL-MA0124-02
02-0109.09
Application Filed) 55.0 NO
17 + 2'10" + 1'0"
1'2" + 2'8" +'IT
1'0" + 2'8" + 17
1'0" + 3'0" + 1'0"
IT + 2'10" + 17
17 + 3'0" + 1'2"
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
3'0" + 3'0" + 3'0"
XX, OXXO
2'8" + 2'8"
COP-WL-MA0122-02
02-0109.09
Application Filed) 55.0 NO
2'8" + 2'8"
2'10" + 2'10"
3'0" + 37
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MA0125-02
02-0109.09
Application filed) 55.0 NO
2'8" + 2'8" + 2'8' + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
3'0" + 3'0" + 37 + 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 8CC0 protocol PA201,
PA202 8 PA203.
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COP-WL-MA0100-02
FIBERGLASS DOORS
Opaque Units
ArrangementSingles1
X
2'0"
2'6"
2'8"
2'10"
3'0"
3'6"
Iif, FT 1III PTMI.1
COP-WL-MA0106-02
Not Listed
t.l t
02-0109.08
Application Filed)
Not Listed
8'0" Height — Inswing
I.
70.0 NO
Arrangement1(tvidth)
2'8" + 1'0"
2'8" + 17
2'10" + 1'0"
2'10" + 17
3'0" + 1'0"
3'0" + 17
Masonile1Miami-Badet
COP-WL-MA0108-02
02-0109.08
Application Fled)
I• Raling
55.0
f,
NO
X0, OX, OXO
1'0" + 2'8" + 1'0"
COP-WL-MA0109-02
02-0109.08
Application Fled) 55.0 NO
1'0" + 2'10" + 1'0"
17 + 2'8" + 1.2"
1'0" + 2'8" + 1'0"
1'0" + 3'0" + 1'0"
1'2" + 2'10" + 1'2"
17 + 3'0" + 17
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
3'0" + 3'0" + 3'0"
XX, OXXO
2'8" + 2'8"
COP-WL-MA0107-02
02-0109.08
Application Fled) 55.0 NO
2'8" + 2'8"
2'10" + 2'10"
3'0" + 3'0"
2'6" + 2'8" + 2'6" + 2'6"
COP-WL-MA0110-02
02-0109.08
Application Fled) 55.0 NO
2'8" + 2'8" + 21" + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
3'0" + 3'0" + 3'0" + 3'0"
Notes:
1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
1
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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wo,d 29. 2002 — ••+
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0u, Com-nu.n0 OfOQ,Ln of 0100u l Dffttmmf mile toeC,f.cnoro. oegn !no WOMI Masonite International Corporal . o n
OtUd WNW 10 ensnot wdflOYf WKC.
FIBERGLASS DOORS
Opaque Units 8'0" Height — Outswing
1 Singles, I IMiami-oadvocco OpHating 1 1 2'
0" 2.
6" 02-0109.07 X
2'8" COP-WL-MA0126-02 (Application Filed) 70.0 NO 2'
10" TO"
3'
6" Not Listed Not Listed - - ArrangementI(
width) X0,
OX, OXO 2'
8" + 1'0" U
M.M9.1111171Iffil11COP-
WL-MA0128-02 02-
0109.07 Application
Filed) 1•
I 55.
0 1,
NO
2'
8" + 1'2" 2'
10" + 1'0" 2'
10" + 1'2" 3'
0" + 1'0" 3'
0" + 1'2" 1'
0" + 2'8" + 1'0" COP-
WL-MA0129-02 02-
0109.07 Application
Filed) 55.0 NO IT+
2'10"+IT 1'
2" + 2'8" + 1'2" 1'
0" + 2'8" + 1'D" 1'
0" + TO" + 1'0" 17 +
2'10" + 17 1'
2" + 37 + 1'2" 2'
6" + 2'6" + 2'6" 2'
8" + 2'8" + 2'8" 2'
10" + 2'10" + 2'10" TO" +
37 + 3'0" XX,
OXXO 2'
8" + 2'8" COP-
WL-MA0127-02 02-
0109.07 Application
Filed) 55.0 NO 2'
8" + 2'8" 2'
10" + 2'10" 37 +
37 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" + 37 Notes:
1.
Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2.
Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3.
Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4.
Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings
and other structures). National, state or local building codes specify the edition required. 5.
Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 &
PA203. O
akeraff AR k EK'" lal"ri. N, ben e
I N,KGLA\\ EN'I'NY DOOM{ T• !!•r,uu l^vfOw. Aqd
29. 2001 otd
cpmZno orooram of oroau0 i01or"Mtm makes swifmw6 m. amp and Drodw MASOnit! In LCff12tl0 f1al COIpOration anad
suwct 10 cllanae wilf10u1 Mx'.
X
Unit 1
SINGLE DOOR
UNIT 8'0" UNIT
15/16' 17.1/8'
MAXIMUM
ON CENTER TYP.
6 per vertical framing member
2 per horizontal framing member
Hinge and strike plates require Iwo
2-1/2" long screws per location.
Width of door unit plus 1/2"
Height of door unit plus 114"
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed.
UNITS COVERED BY COP DOCUMENT 3146 or 3166
Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top
and (1) at bottom.
Notes:
1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners
analyzed for this unit include 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 property to transfer loads to the structure.
0
o..r.,. o... op6179. 1002 Masonite International Corporationowtomw+mp oro0rtm or 0ra0ucl +noro.emnn 'hakes fxcnKtlont.
otsQn an 0100un 0M.1 su0itn 10 cnanpt "41Vu1 n01Kt.
XO or OX i tltl I
Unit
SINGLE DOOR WITH 1 SIDELITE
TYP.
l 1
1 I
3- 6'
TYP. TYP.
r t t r ,t t t
6'
TYP.
EAR
6'8" UNIT 8'0' UNIT
13-15/16' 17.1/8'
MAXIMUM
ON CENTER TYP.
CountMinimumFastener
6 per vertical framing member
7 per horizontal framing member
Hinge and strike plates require two
2-1/2" long screws per location.
Rough I t t I
Width of door unit plus 1/2"
Height of door unit plus 1/4"
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed.
Notes:
i
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 910 wood screws or 3/16' Tapcons.
2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of
1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country
approvals respectively, each with minimum 1.1/4" embedment.
3. Wood bucks by others, must be anchored properly to transfer loads to the structure.
1 •+ I,r+... 1. I e m
a.
npm29 2102 Masonite international Corporation
ow .o.l+ 910.+. n YI pl qy l . 'a.fmtnl nL+H lYtedK.l4M
oesgn Ane rxeu amid suolect10 C"Me "dnoul MIKe.
Ox0
Unit
TYP. TYR CL
TYP.
SINGLE DOOR WITH 2 SIDELITES
t t t t f t t t t t t
6'
TYP.
6-
TYP.
6'8" UNIT 8'0" UNIT
13.15/16' 17-1/8'
MAXIMUM
ON CENTER TYP.
6 per vertical framing member
11 per horizontal framing member
Hinge and strike plates require two
2.1/2" long screws per location.
Rough Opening 1
Width of door unit plus 1/2"
Height of door unit plus 1/4"
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed.
Notes:
f
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 110 wood screws or 3/16" Tapcons.
2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of
1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country
approvals respectively, each with minimum 1-1/4" embedment.
3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0
1 •<1„..t It 1,•
ADO 29.2002 Matonite International Corporation
VVI (6•In..•'•0 YVJ•Jn. VI1"V11.C- •"J+CnKnl n41 tt \Uftl/.JI.Un'.
Otto" .'b Vlu0.0 OW SWMI CMVI IIW tt.
xX0MID•WL-MAO005-0UnitI
DOUBLE DOOR WITH 2 SIDELITES
b
CL TYP
TYP.
T
TYP. TYP.
TYI
I 11 f1 I fl 1f 1 f( 1f 1~
6'8'
13-
t , , , , ,
CountMinimumFastener
6 per vertical framing member
16 per horizontal framing member
Hinge and strike plates require two
2-1/2" long screws per location.
UNIT 8'0' 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 A156.2) cylindrical and deadlock hardware be installed.
UNITS COVERED BY COP DOCUMENT 3147 or 3167
Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top
and (1) at bottom.
Notes:
1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners
analyzed for this unit include 18 and N10 wood screws or 3/16" Tapcons.
2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member IhiCkness of
1.114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country
approvals respectively. each with minimum 1-1/4" embedment.
3. Wood bucks by others. must be anchored properly to transfer loads to the structure.
0
Apid29.2002 Masonite International Corporation
ow commWlp 0r0013m of oroo•o . wov mt mikes 4oK 1<01°nt.
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XX
Glazed Inswing Unit
APPROVED ARRANGEMENT:
p'
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 37 x 6'8". r
Double Door
Maximum unit size • 6'0' x 6-8-
Design Pressure
52.0/-52.0
Limited water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national,
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and
MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02.
APPROVED DOOR STYLES:
1/4 GLASS:
00 00 ° 00
00 00 ODO 00
100 Series 133. 135 Series 136 Series 822 Series
1/2 GLASS:
n o0 00 ' a
00 00 00 00 00 00
105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 2e R/L 107 Series' 108 Series 304 Series
Series'
This glass tit may also be useo In the following door style: Eyebrow 5•panef with scroll
Oak raft AREK"
w,....1. .. „ Ie 1•r..l
1'IOL'PtCLASS L'N'1'KY I)O0NS r. r'a+•T..MIWNuIwvT or.s/r a/C.' / PREMDOnl,r nH f 0
April 29. 2002 M a so n it e international C o r p o r a l i o ndmcOnld% Q orogtom or orooto 7'OvemMt males soecOKal*ns. desgn an0 olo0001
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XX
Glazed Inswing Unit
COP-WL-MA0142-02
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
e04 Series e10 Seder 109 Series 111, 120, 122 152 Series 149 Series 900 Series
Seder
CERTIFIED TEST REPORTS:
CTLA-805*2
Certifying Engineer and License Number: Ramesh Patel, REJ20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTEDIN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections). i
PIP
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Oak raft
r. e.r
AR EW
prlrlM\
April 29, 2002
Ow WlmemQ oroerem or 0100W + Pro+tmenl
New e.vN ee,rryulmr, Dear.
mries soee{lkl ons, eesgn AM WOW
o..:, o...r
M a so n i t e international C o r p o r a t i o n
eeDd "en 10 cnenee'nh w M14e
XO or OX 1 I r t
Glazed Inswing Unit r
FIBERGLASS DOORS
APPROVED ARRANGEMENT:
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 6'8".
Single Door with 1 Sidelite
Maximum unit size . 6'0' x 6'8-
Design Pressure
52.0/-52.0
Limited water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements lot a specific 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 bee6 followed — see MAD-WL-MA0003-02 or
MAD-WL-MA0006-02 and MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02.
APPROVED DOOR STYLES:
1/4 GLASS:
00 00 ° 00
00 00 D00 00
100 Series r33. 135 Series 136 Series 822 Series
1/2 GLASS:
0 0 n
00 00 00 00 00 00
105 Series 106. 160 Series' 129 Series' 12 RA.. 23 RA.. 24 RA. 107 Series 108 Series 304 Series
Series'
This glass id :nay also be used iii lne following door style: Eyebrow 5-panel rim scrod
Oak raff AR EK"
1• .• n 1'< ..rr.l
I IIII:MI:L•\\.l ln l M\''I)IIIIM.\ N.w.t•.si•1 nO..p.0 t..•, Dos.. y^nEl
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Masonite International Corporation
et., \u41tCl IC Cn..et wi W. MCC
XO or OX
Glazed Inswing Unit .
COP-WL-MA0143-02
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
oa 1313 0
404 Series e10 Series 1 99 Series 11e, 120, 122 152 Series 149 Series 300 Series
Series
APPROVED SIDELITE STYLES:
129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 1e9 Series 109 Series 120, 122 Series 300 Series
2eR. 24L Series
CERTIFIED TEST REPORTS:
CTLA-805*2
Certifying Engineer and License Number: Ramesh Patel, P.E./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections). j
aKIMA011 =* *
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Oa rafti
AR EK l.rr„ , .m
w• 1.wry 1.,, Dw
April 29. 2002 M a s oni te International C o r p o r a t i o noureom.h.1p p,oenm orproeoD .ao.tmtm micas soeceicna.s. pesgn and wopua
el)A 5.i,tet r0 e00n a rOW mfrae
OXO
Glazed Inswing Unit
APPROVED ARRANGEMENT:
O
f
y
FIBERGLASS DOORS
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 37 x 6'8".
Single Door with 2 Sidelites
Maximum unit size . 97 x 6'8'
Design Pressure
52.0/-52.0
Limited water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national.
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-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 Ell 00
100 Series 133. 135 Series 136 Series 822 Series
1/2 GLASS:
n M 00 °
00 00 00 00 00 00
105 Series 106. 160 Series' 129 Series' 12 RA.. 23 R/L. 24 RA. 107 Series' 108 Series 3W Series
Series'
Nis glass kit may also ba .Sed in the following door style: Eyebrow 5-panet with scroll.
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LINCLA.. UNIMY 000N\ W+G..M...Nul.vr13— a VV
0.r com,wmo woo". or oroa.a .nmo.emem —its so 0431ant. aes,on ago WNWM a sO n i t e international Corporation
atOd %AW m O.Ve.nnom MKC
OXO
Glazed Inswing Unit
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
qan
404 Series 410 Series tog Series 114. 120, 122 152 Series 149 Series 300 Series
Series
APPROVED SIDELITE STYLES:
129 Series 200 Series 12R. 12L. 23R. 23L 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series
24R, 24L Series
CERTIFIED TEST REPORTS:
CTLA-805*2
Certifying Engineer and License Number: Ramesh Patel, REJ20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY. STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Oak raft
1. .. n le... r..l
f1ULNf.LA\\ UN l'NY U00—
AR EW
t—T.-1—gut. Eft"D.e..
April 29. 2002
Out conbnumo Moorsm or oroctra inorovemtm mises smstKetons. eespn and otooucl M as o n i t e international Corporation
oeUu subject to ctunot wnhw mete,
OXXO
Glazed Inswing Unit
FIBERGLASS DOORS
APPROVED ARRANGEMENT:
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 6'8".
Double Door with 2 Sidelites
Maximum unit site - I2'0' x 6'8-
Design Pressure
52.0/-52.0
Umiled water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and Impact resistant requirements lot a specific building design and geographiclocation 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 00 00
00 00 000 00
100 Series 133.135 Series 136 Series 822 Series
1/2 GLASS:
El M M 0 i
00 00 00 00 00 00
105 Series 106. 160 Series' 129 Series' 12 RA.. 23 RA., 24 R/L 107 Series' 108 Series 304 Series
Series'
This puss kit may also be used in the l000wing door style: Eyebrow 5•partel with scroll
Oak raft AR EK'- r.,,,,.. a ,•m
14 rril"('.A. l'P'1'"\''DODµ$ Ne-L.r.-IIMNntmrlOw.
April 29. 2002 MafOnlle International CorporationOurtaw.." Orogrlm at arodW1 mara+e m. marrt taKdKj19.S, aeSga 114Ord,
atpd wo'et, ra C", — W .OrSr
OXX0
Glazed Inswing Unit
COP-WL-MA0145.02 '
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
77
00 k a
404 Series 410 Series 109 Series 111, 120, 122 152 Series 149 Series 300 series
Series
APPROVED SIDELITE STYLES:
129 Series 200 Series 12R, 12L 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series
24R, 24L Series
CERTIFIED TEST REPORTS:
CTLA-805*2
Certifying Engineer and License Number: Ramesh Patel, P.E./20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TEST:
STATE
DIN
ACCORDACE WITH
MIAMI-DADECCO PA202
COMPANAME CITY,
To
the best of my knowledge and ability the above side -hinged exterior
door unit conforms to the requirements of the 2001 Florida Building
Code, Chapter 17 (Structural Tests and Inspections). j a
p State
of Florida, Professional Engineer Kurt
Balthazor, P.E. — License Number 56533 Oak
raft AR k EK" I.0 lu l,..l, Irom 1.
rc :.1 I,
rn1;Mr:L.\\.\LI.'IMI,Il,r11M Ww.h.v.. r-,.s,ry l^vr Oes ADril
29. 2002 W,
Coenn„ne or0enm 0orce: mcrmemem makes somMnons. 0esgn srpMawr o.. , o.. Masonite
International Corporation
0eW Su01M 10
Cnlnee .:".I M1Ke
XX
Glazed Inswing Unit
810" FIBERGLASS DOORS
APPROVED ARRANGEMENT:
Oi:. ::5.
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 8'0".
Double Door
Maximum unit size . 6'0- x 8'0'
Design Pressure
40.0/-40.0
Limited water unless special threshold design Is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and Impact resistant requirements for a spedfk building design and geographic location is determined by ASCE 7-natidrui•
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and
MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0002.02.
APPROVED DOOR STYLES:
1/4 GLASS:
1/2 GLASS:
n001
404 Series
as
no
822 Series
a
108 Series
O akcraff AR EK'-
1411CNnLA.0 CnrMr UUUMS eML.y..rMrl.0 tw, o.e.. V//xC,, - A[J' n(I/fin I "
o..o.r o.... April 29, 2002 M af o n i t e International C o r p o r a t i o ndvcomn„•no DrooOln of Droducl tnAo+emtm noses sectn¢mnns. design J.d orod.cl
OIIJd 4uDle[I to chanot .hoot nol-tt.
XX
Glazed Inswing Unit
8'0" FIBERGLASS DOORS
APPROVED DOOR STYLES:
FULL GLASS:
0
810 Series 852 Series 300 Series
CERTIFIED TEST REPORTS:
CTLA-805W
Certifying Engineer and License Number: Ramesh Patel, REJ20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
Lodri'mrorm. , X.'
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
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XO or OX
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 87.
Single Door with 1 Sidelite
Maximum unit size • 67 x 8T
Design Pressure
40.0/-40.0
Umited water unless special threshold design Is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and Impact resistant requlrements for a specific building design and geographic location Is determined by ASCE 7-national.
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or
MAD-WL-MA0006-02 and MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02.
APPROVED DOOR STYLES:
1/4 GLASS:
IIID
00
00
822 Series
1/2 GLASS:
aEl
00
e04 Series 108 Series
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Otl.. s.UnYl .J t",nee .nn0..l nJl{e
XO or OX
Glazed Inswing Unit
810" FIBERGLASS DOORS
APPROVED DOOR STYLES:
FULL GLASS:
0 ' 0810Series300Series
APPROVED SIDELITE STYLES:
r's
450 Series 852 Series 810 Series 300 Series
CERTIFIED TEST REPORTS:
CTLA-805W
Certifying Engineer and License Number: Ramesh Patel; REJ20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
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OXO
Glazed Inswing Unit
8'0" FIBERGLASS DOORS
APPROVED ARRANGEMENT:
t
O
O
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 8'0".
Single Door with 2 Sidelites
Maximum unit size - 9'0' x 8'0'
Design Pressure
40.0/-40.0
Limited water unless special threshold design Is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7•national•
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004.02 or
MAD-WL-MA0007-02 and MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02.
APPROVED DOOR STYLES:
1/4 GLASS:
1/2 GLASS:
11100
00
00
822 series
0
00
uN series 108 series
13
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COP-WL-MA0149-02
Glazed Inswing Unit
8'0" FIBERGLASS DOORS
APPROVED DOOR STYLES:
FULL GLASS:
810 Series 300 Series
APPROVED SIDELITE STYLES:
a
450 Series 852 Series $10 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). i
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Oak gaL.rF,. •.1
PREM^^A... a
Masonite International Corporation
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April 29. 2002
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OXX0
Glazed Inswing Unit
8'0" FIBERGLASS DOORS
APPROVED ARRANGEMENT:
AY
O
t...is: OL el.-
Double Door with 2 Sidelites
Maximum unit size • t 2'0' x 8'0'
Design Pressure
40.0/-40.0
Limited water unless special threshold design is used.
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 37 x 8'0".
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and Impact resistant requirements lota specific 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-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:
MM
00
00
822 Series
n is
00
e04 Series 108 Series
a
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OXX0
Glazed Inswing Unit
8'0" FIBERGLASS DOORS
APPROVED DOOR STYLES:
FULL GLASS:
r
810 Series 300 Series
APPROVED SIDELITE STYLES:
a
r
e50 Series 852 Series 810 Series 300 Series
CERTIFIED TEST REPORTS:
CTLA-805W
Certifying Engineer and License Number: Ramesh Patel; REJ20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
Q1F.12ON =MN*
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
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XX
Glazed Outswing Unit
APPROVED ARRANGEMENT:
t.
O a
p Ri •'•i'ci
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 61'
Design Pressure
55.0/-55.0
Umited water unless special threshold design Is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national,
state or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL•MA0012-02 and
MAD-W L-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 H 00
100 Series 133. 135 Series 136 Series 822 series
1/2 GLASS:
El
00 00 00 00 00 00
105 Series 106. 160 Series' 129 Series' 12 RA.. 23 R/L, 24 All. 107 Series' 108 Series 304 Series
Series'
This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll
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XX
Glazed Outswing Unit
COP-WL-MA0162-02
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
00000
404 Series 410 Series 109 Series 114, 12Q 122 152 Series 149 Series 300 Series
Series
CERTIFIED TEST REPORTS:
CTLA-805W-2
Certifying Engineer and License Number: Ramesh Patel, REJ20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Stab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections). i
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
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XX
Glazed Outswing Unit
8'0" FIBERGLASS DOORS
APPROVED ARRANGEMENT:
UA
a o
ri f',aCl
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 8'0".
Double Door
Maximum unit size . 6'0' x 8'0-
Design Pressure
47.0/-47.0
Umited water unless special threshold design Is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national.
state at local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed - see MAD-WL-MA0012.02 and
MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed - see MID-WL-MA0002-02.
APPROVED DOOR STYLES:
1/4 GLASS:
00
ao
822 series
1/2 GLASS:
R El
oa
404 series IN series
0
Oak raft
1. '1. .I
AR EKI t •.1. 1.en
1'1DL'KGLASS UN'1X% UU1)MS Nen.T..y dlprNu t." Dean r/lU''VVn nn • e
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FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: TAddress: Za(o C1kA Cc • Builder: DR HORTON
Permitting Office:
City, State:!500 ofdk 3zq:-q3 Permit Number:
Owner: j Q . O -i oQ Jurisdiction Number:
Climate Zone: Central
I . New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr
3. Number of units, if multi -family 1 _ SEER: 12.00 _
4. Number of Bedrooms 4 _ b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area (ft') 1967 ft' c. N/A
7. Glass area & type
a. Clear - single pane 222.0 ft' _ 13. Heating systems
b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _
c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50
d. Tint/other SHGC - double pane 0.0 ft' b. N/A
8. Floor types
a. 'Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons _
a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft' _ EF: 0.86
b. Frame, Wood, Exterior R=11.0, 28.0 ft' _ b. N/A
c. Frame, Wood, Adjacent R=11.0, 302.0 ft'
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=19.0, 2005.0 ft' _ 15. HVAC credits PT,
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
Glass/Floor Area: 0.11 Total as -built points: 28145 PASSTotalbasepoints: 29480
I hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code.
PREPARED BY:
DATE: 03 OZ
I hereby certify that this building, as designed, is in
compliance with the Florida Energy,Cde. OWNER/AGENT:`(\+-
DATE:
Review -of the plans and I
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:
Q THE STq
O
a
COD `•yE1J',
EnergyGauge® (Version: FLRCSB v3.2)
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
18 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9
Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8
Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2
Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6
Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2
Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2
Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9
Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6
As -Built Total: 222.0 10768.3
WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4
Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2
Frame, Wood, Adjacent 11.0 302.0 0.70 211.4
Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0
DOOR TYPES Area X BSPM Points Type Area X SPM = Points
Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2
Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0
Base Total: 38.0 124.8 As -Built Total: 38.0 187.2
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1967.0 2.13 4189.7 Under Attic 19.0 2005.0 2.82 X 1.00 5654.1
Base Total: 1967.0 4189.7 As -Built Total: 2005.0 5654.1
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Stab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8
Raised 0.0 0.00 0.0 1
Base Total: 6423.6 As -Built Total: 202.0 6443.8
INFILTRATION Area X BSPM Points Area X SPM = Points
1967.0 14.31 28147.8 1967.0 14.31 28147.8
EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB 0.2
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
Summer Base Points: 37380.3 Summer As -Built Points: 40014.6
Total Summer X System Cooling Total X Cap X Duct X System X Credit CoolingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints
DM x DSM x AHU)
37380.3 0.4266 15946.5
40014.6
40014.6
1.000
1.00
1.087 x 1.150 x 1.00) 0.284
1.250 0.284
0.950
0.950
13503.4
13503.4
EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWlaRES2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #: I
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point
18 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6
Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1
Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2
Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1
Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4
Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4
Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9
Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1
As -Built Total: 222.0 2238.8
WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8
Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0
Frame, Wood, Adjacent 11.0 302.0 1.80 543.6
Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4
DOOR TYPES Area X BWPM Points 1 Type Area X WPM = Points
Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2
Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0
Base Total: 38.0 174.0 As -Built Total: 38.0 258.2
CEILING TYPES Area X BWPM Points Type R-Value Area'X WPM X WCM = Points
Under Attic 1967.0 0.64 1258.9 Under Attic 19.0 2005.0 0.87 X 1.00 1744.3
Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1744.3
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0
Raised 0.0 0.00 0.0 1
Base Total: 383.8 As -Built Total: 202.0 505.0
INFILTRATION Area X BWPM Points Area X WPM = Points
1967.0 0.28 550.8 1967.0 -0.28 550.8
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #: I
BASE AS -BUILT
Winter Base Points: 5224.7 Winter As -Built Points: 8694.0
Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
8694.0 1.000 1.078 x 1.160 x 1.00) 0.402 0.950 4147.0
5224.7 0.6274 3278.0 8694.0 1.00 1.250 0.402 0.950 4147.0
EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES12001 FLRCSB v3.2
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #: I
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
CoolingIPoints
Heating + Hot Water = Total
Points Points Points
15946 3278 10256 29480 13503 4147 10495 28145
PASS O'
SHE STgT a
EnergyGaugeTM
DCA Form 60OA-2001 EnergyGauge®/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 .ft. window area• .5 cfm/s .ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier Is Installed that is sealed
to the perimeter, penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier, gaps In gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous Infiltration barrier is
Installed that Is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, Installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
RA-29 C)THFR PRFSCRIPTIVF MFARI IRFQ /muc4 kn m-# — &. -ii ,.. ---
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.
EnergyGauge*'" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2
The higher the score, the more efficient the home.
I. New construction or existing
2. Single family or multi -family
3. Number of units, if multi -family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft')
7. Glass area & type
a. Clear - single pane
b. Clear - double pane
c. Tint/other SHGC - single pane
d. Tint/other SHGC - double pane
8. Floor types
a. vlab-On-Grade Edge Insulation
b. N/A
c. N/A
9. Wall types
a. Concrete, Int Insul, Exterior
b. Frame, Wood, Exterior
c. Frame, Wood, Adjacent
d. N/A
e. N/A
10. Ceiling types
a. Under Attic
b. N/A
c. N/A
11. Ducts
a. Sup: Unc. Ret: Unc. AH: Garage
b. N/A
New _ 12. Cooling systems
Single family _
1
a. Central Unit
4 _ b. N/A
Yes _
1967 ft' c. N/A
222.0 ft' _ 13. Heating systems
0.0 ft' _ a. Electric Heat Pump
0.0 ft' _
0.0 ft' b. N/A
R=0.0, 202.0(p) ft _ c. N/A
14. Hot water systems
a. Electric Resistance
R=3.0, 1026.0 ft' _
R=I 1.0, 28.0 ft' _ b. N/A
R=11.0, 302.0 ft' _
c. Conservation credits
HR-Heat recovery, Solar
DHP-Dedicated heat pump)
R=19.0, 2005.0 ft' _ 15. HVAC credits
CF-Ceiling fan, CV -Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
Sup. R=6.0, 1.0 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: Date: rq
Address of New Home:Z1 0 1,C 2SC f . City/FL Zip:',a%I O & 32_=F:3
Cap: 42.0 kBtu/hr _
SEER: 12.00
Cap: 42.0 kBtu/hr _
HSPF: 8.50
Cap: 50.0 gallons _
EF: 0.86
PT,
OF'CHE'STq
o
a
e1
NOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar""designation),
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.
EnergyGaugeO (Version: FLRCSB v3.2)
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98
109 COMMERCE STREET, LAKE MARY, FL 3274"208 Phone: (407) 831-2885
Project• •
For: D.R.HORTON
Notes:
Design Information
Weather: Orlando —AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 38 OF Outside db 93 OFInsidedb70OFInsidedb75OF
Design TD 32 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 43 gr/lb
Heating Summary
Building heat loss 33617 Btuh
Ventilation air 0 cfm
Ventilation air loss 0 Btuh
Design heat load 33617 Btuh
Infiltration
Method Simplified
Construction quality Average
Fireplaces 0
Heating Cooling
Area (ftz) 1967 1967
Volume (ft3) 15736 15736
Air changes/hour 0.80 0.40
Equiv. AVF (cfm) 210 105
Heating Equipment Summary
Make TRANE
Trade
Efficiency
Heating input
Heating output
Heating temp rise
Actual heating fan
Heating air flow factor
Space thermostat
7.5 HSPF
0 Btuh @ 470F
0 OF
1383 cfm
0.041 cfm/Btuh
Sensible Cooling Equipment Load Sizing
Structure 24414 Btuh
Ventilation 990 Btuh
Design temperature swing 3.0 OF
Use mfg. data n
Rate/swing multiplier 0.98
Total sens. equip. load 24896 Btuh
Latent Cooling Equipment Load Sizing
Internal gains 1150 Btuh
Ventilation 1474 Btuh
Infiltration 3100 Btuh
Total latent equip. load 5724 Btuh
Total equipment load 30620 Btuh
Cooling Equipment Summary
Make TRANE
Trade
Efficiency
Sensible cooling
Latent cooling
Total cooling
Actual cooling fan
Cooling air flow factor
Load sensible heat ratio
10.2 EER
29050 Btuh
12450 Btuh
41500 Btuh
1383 cfm
0.057 cfm/Btuh
82
Bold4talic values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrtghtsoft Right -Suite Residential*" 5.0.64 RSR26016 2002-Feb-28 18:59:12ACCl'. E:\Files\DR HORTON 2002\1985\1985.rsr Page 1
RIGHT-J CALCULATION PROCEDURES A, B, C, D
a Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2685
Procedure A - Winter Infiltration HTM Calculation*
1. Winter infiltration AVF
0.80 ach x 15736 ft3 x 0.0167 = 210 cfm
2. Winter infiltration load
1.1 x210 cfm x 32 OF WinterTD = 7400 Btuh
3. Winter infiltration HTM
7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ft2
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.40 ach x 15736 ft3 x 0.0167 = 105 cfm
2. Summer infiltration load
1.1 x 105 cfm x 18 OF Summer TD = 2081 Btuh
3. Summer infiltration HTM
2081 Btuh / 260 ft2 Total window = 8.0 Btuh/ft2
and door area
Procedure C - Latent Infiltration Gain
0.68 x43 gr/Ib moist.diff. x 105 cfm = 3100 Btuh
eroceaure p - Equipment Sizing Loads
1. Sensible sizing load
Sensible ventilation load
1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh
Sensible load for structure (Line 19) + 24414 Btuh
Sum of ventilation and structure loads = 25404 Btuh
Rating and temperature swing multiplier x
Equipment sizing load - sensible
0.98
24896 Btuh
2. Latent sizing load
Latent ventilation load
0.68 x 50 cfm vent. x 43 gr/Ib moist.diff. = 1474 BtuhInternalloads = 230 Btuh x 5 people + 1150 Btuh
Infiltration toad from Procedure C + 3100 Btuh
Equipment sizing load - latent = 5724 Btuh
Construction Quality is: a No. of Fireplaces is: 1 0
BoWtallc values have been manually overrfdden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
ResldentlalT 5.0.64 RSR26016 2002-Feb-28 18:59:12wrightsoftRight -Suite
ACACA E:\Files\DR HORTON 2002\1965\1965.ntr Page 1
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2685
ivwrvuAL j: tin to.
1 Name of room Entire House LIVING LAUNDRY MBTH2Lengthofexposedwall202.0 ft 54.0 ft 10.0 ft 6.0 ft3Roomdimensions31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft4CeiingsCondit. Option 8.0 fti heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/000l
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft) Htg I Clg ft.) Htg Clg 1 (W) Htg I Clg
5 Gross a 14B 4.6 2.1 1248 320 0 pExposedb12C2.9 1.9 48 48 0 pwallsandc13C3.2 1.2 320 64 80 48partitionsd0.0 0.0 0 0 0 0
e 0.0 0.0 0 0 0 0f0.0 0.0 0 0 0 p
6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0glassdoorsb8C37.0 54 1996 0 0 0 0 0 0Heatingc9A29.9 0 0 0 0 0 0 0 0d0.0 0 0 0 0 0 0 0 0'"•
e 0.0 0 0 0 0 0 0 0 0f0.0 0 0 0 0 0 0 0 0
7 Windows and North 20.4 16 325 3 59 0 0 0 0glassdoorsNE/NW 39.4 80 3152 32 1261 0 0 0 0CoolingE/W 0.0 0 0 0 0 0 0 0 0SE/SW 47.4 126 5975 20 953 0 0 0 pSouth0.0 0 0 0 0 0 0 0 0Horz0.0 0 0 0 0 0 0 0 0
8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0b10D14.7 9.9 0 0 0 0 0 0 0 0 0 0 0. 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0exposedb12C2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0wallsandc13C3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0is0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0Perimeterc0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 1 28.5 8.0 260 7400 2081 75 2135 600 18 512 144 0 0 0
13 Subtotal loss=6+8..+11+12 30561 8048 1334 581Lessexternalheating0000Lesstransferp00014Ductloss10Y30561080510133100/ 5815Totalloss = 13+14 33617 8853 1487 640
16 Int. gains: People Q 300 5 1500 0 0 0 0 0Appl. Q 1200 2 1800 0 0 1 600 0 017SubtotRSHgain=7+8..+12+16 22195 4644 1129 410Lessexternalcooling000
18
Less transfer
Duct gain 10Y
0
2219 100/
0
464 10°/
0
113 10Y
0
0
4219TotalRSHgain=(17+18)'PLF 1.00 24414 1.00 5108 1.00 1242 1.00 45820Airrequired (cfm) 1383 1383 364 289 60 70 28 26
Printout certified by ACCA to meet all requirements of Manual J 7th Ed
f wr gl-tsoR Rlght-Sulte Residentlalw 5.0.64 RSR26016 2002-Feb-28 18:59:12E:\Files\DR HORTON 2002\1965\1965.rsr Page 1
RIGHT-J WORKSHEET
s Entire House
DEL AIR HEATING,AIR CONDITIONING,R
109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665
Job: 1965 11 /16/98
MANUAL X tin to.
1 Name of room M/BR BR 2 BR 3 BR 4
2 Length of exposed wall 33.0 ft 11.0 ft 26.0 ft 11.0 ft3Roomdimensions14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 It4CeiingsCondit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ftheat/cool 8.0 ft heat/cool TYPE
OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURENO. Htg I Clg W) Htg Clg ft Htg I Clg W) Htg Clg ft Htg I Clg 5
Gross a 14B 4.6 2.1 136 88 208 88 Exposedb12C2.9 1.9 0 0 0 0 wallsandc13C3.2 1.2 128 0 0 0 partitions
d 0.0 0.0 0 0 0 0 e
0.0 0.0 0 0 0 0 f
0.0 0.0 0 0 0 0 6
Windows and a 1C 37.0 32 1183 16 591 16 591 16 591 glassdoorsb8C37.0 0 0 0 0 0 0 0 0 Heating
c 9A 29.9 0 0'»• 0 0 0 0 0 0 d0.0 0 0 0 0 0 0 0 0 e
0.0 0 0 0 0 0 0 0 0 f0.0 0 0 0 0 0 0 0 0 7
Windows and North 20.4 0 0 0 0 2 41 2 41 glassdoorsNE/NW 39.4 32 1261 16 630 0 0 0 0 CoolingENV0.0 0 0 0 0 0 0 0 0 SE/
SW 47.4 0 0 0 0 14 663 14 663 South0.0 0 0 0 0 0 0 0 0 Horz0.0 0 0 0 0 0 0 0 0 8
Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b10D14.7 9.9 0 0 0 0 0 0 0 0 0 0 0. 0 c
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9
Net a 148 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148 exposedb12C2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 wallsandc13C3.2 1.2 128 403 150 0 0 0 0 0 0 0 0 0 partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f0.0 0.0 0 0 0 0 0 0 0 0 01 0 0 0 10
Ceilings a 16D 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269 b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 If0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11
Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12
Infiltration a 28.5 8.0 32 911 2561 16 455 128 18 455 1281 16 4551 128 13
Subtotal loss=6+8..+11+12 4235 1925 2890 1869 Less
external heating 0 0 0 0 Lesstransfer000014Ductloss10423109' 192 100 289 10°/ 181 15Totalloss = 13+14 4658 2117 3179 2056 16
Int. gains: People @ 300 1 300 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 I 0 0• 0 17SubtotRSHgain=7+8..+12+16 2711 1250 1601 1250 Lessexternalcooling0000Lesstransfer000018Ductgain100/ 271 10° 125 10°/ 160 100 125 19TotalRSHgain=(17+18)•PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375 20Airrequired (cfm) 192 1691 87 78 131 100 85 78 Printout
certified by ACCA to meet all requirements of Manual J 7th Ed C
wr ghtsOft Right -Suite Residential^' 5.0.64 RSR26016 2002-Feb-28 18:59:12 AO& E:tFileslDR HORTON 2002%1965N965.rsr Page 2
RIGHT-J WORKSHEET0EntireHouse
DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
MANUAL J: fin ha.
1 Name of room FAMILY KITCH/NOOK BTH
2 Length of exposed wall 33.0 ft 18.0 It 0.0 ft
3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft
4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft hea/000l 8.0 It heat/cool
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area
EXPOSURE NO. Htg I Clg ft') Htg Clg ft=) Htg Clg ft°) Htg I Gg Htg Clg
5 Gross a 14B 4.6 2.1 264 144 0
Exposed b 12C 2.9 1.9 0 0 0
walls and c 13C 3.2 1.2 0 0 0
partitions d 0.0 0.0 0 0 0
e 0.0 0.0 0 0 0
f 0.0 0.0 0 0 0
6 Windows and a 1C 37.0 0 0 33 1220 0 0
glass doors b 8C 37.0 54 1996 0 0 0 0
Heating c 9A 29.9 0 0 0 0 0 0
d 0.0 0 0 0 0 0 0
e 0.0 0 0 0 0 0 0
f0.0 0 0 0 0 0 0
7 Windows and North 20.4 5 99 4 85 0 0
glass doors NE/NW 39.4 0 0 0 0 0 0
Cooling ENV 0.0 0 0 0 0 0 0
SE/SW 47.4 49 2329 29 1367 0 0
South 0.0 0 0 0 0 0 0
Horz 0.0 0 0 0 0 0 0
8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0
b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0
9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0
exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0
walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0
partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0
10 Ceilings a 160 1.7 2.2 285 483 634 306 519 681 108 183 240b0.0 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 0f0.0 0.0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0
Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0
perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0forslabis0.0 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 28.5 8.0 54 1537 4321 33 9391 264 01 0 0
13 Subtotal loss=6+8..+11+12 5839 3656 183
Less external heating 0 0 0
Less transfer 0 0 014Ductloss10°/ 584 10°/ 366 10 18 Y15Totalloss = 13+14 6423 4022 201
16 Int. gains: People Q 300 4 1200 0 0 0 0
App . ® 1200 0 0 1 1200 0 1 017SubtotRSHgain=7+8..+12+16 5127 3826 240
Less external cooling 0 0 0
Less transfer 0 0 0
18 Duct gain 100/ 513 10 383 10 24 a
19 Total RSH gain=(17+18)•PLF 1.00 5640 1.00 4208 1.00 264
20 Air required (cfm) 264 320 165 238 8 15
Printout certified by ACCA to meet all requirements of Manual J 7th Ed
wr ghtsoT-C RlghtSuite Residential'" 5.0.84 RSR26016 2002-Febr28 18:59:12CCAE:TilestDR HORTON 2002%1965%1965.rsr Page 3
RIGHT-J WINDOW DATA
DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98
109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665
W S D W G L S S O N A S O O W C W S
N K I A L O T H V G N H V V H H N H
D Y R L A W R A H L G C R R G T A A
W L Z E M D G Z L O X Y T M R R
LIVING
a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0
a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9
LAUNDRY
M/BTH
M/BR
a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0
BR 2
a n nw a c n 0 d 1 1 90 1.0 1.0. 1.0 5.0 39.4 16.0 0.0
BR 3
a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0
BR 4
a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0
FAMILY
b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9
KITCH/NOOK
a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2
BTH
Wil C) htSt RlghtSulte ResldeMial^ 5.0.64 RSR26018 g2002•Fea28 18:59:12 ACC ,
E:1Files\DR HORTON 2002N96611985.rsr Page 1
4' both
71 both du I
to r_r cop
ton
L
scale :1/8"=1'0"
Must have a n clearance of 4 inches around the air hantller per the State Energy code. All duct has an r=6 insulation value.
Rating
O
2
LO p
D L,
Q U
0 r
N m
Z O ltl 3
7 J 0 0 0Q:
ma_ Jfn00
MIC
MiTeke
January 29, 2003
MiTek Industries Inc.
16472 Segovia Circle Nodh
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 2000 software.
Pages or sheets covered by this seal : I3634707 thru I3634727. Total : 21 drawings.
Job DR]965F
Builder D.R. HORTON
Location BAKERS CROSSING, LOT 21
County S EM INOLE
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: 1) 21 Truss drawing.
2) Truss Index.
January 29, 2003
Junaidie Budiman, PE
The seal on these drawings indicate acceptance of professional engineering responsibility
solely for the truss components shown. The suitability and use of this component for any
particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2.
TRUSS INDEX OF JOB DR1965F
Trusses included=21
0,"\DR1965F\a.tre" 13634707
1,"\DR1965F\all.tre" 13634708
2,"\DR1965F\a13.tre" 13634709
3,"\DR1965F\a15.tre" 13634710
4,"\DR1965F\a17.tre" 13634711
5,"\DR1965F\a19.tre" 13634712
6,"\DR1965F\a2.tre" 13634713
7,"\DR1965F\a7.tre" 13634714
8,"\DR1965F\a9.tre" 13634715
9,"\DR1965F\ag1.tre" 13634716
1 0,"\DR1 965F\ag2.tre" 13634717
11,"\DR1965F\b.tre" 13634718
12,"\DR1965F\bg.tre" 13634719
13,"\DR1965F\cg.tre" 13634720
14,"\DR1965FyAre" 13634721
15,-OR1965F\ Lire" 1 3634722
16,"\DR1965F\k.tre" 13634723
17,"\DR1965F\IAre" 13634724
18,"\DR1965F\m.tre" 13634725
19,"\DR1965F\s.tre" 13634726
20,"\DR1965F\sl.tre" 13634727
p,E F3 lD
NO. 4.5161
00— STATE OF , a
rtSnLO0Rt
August 7, 2002
to WARMNO - WrW design pasamstem and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. oniit l e
Design valid tot use only with Mffek connectors. Thb design Is only upon parameters shown, and Is tot on IndNWuol building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component b responslbl0ty of building designer - not truss
designer. Bracing shown Istot lateral support of Individual web members only. Additional temporary bracing to Insure stability duiing condiuction b the
tesponslbility of the erector. Additional permanent btbcing of the overall structure Isthe responsibility of the building designer. For general guidance
tegoiding fobtication, qualify control. storage, delivery, erection and bracing, consun QST-88 Quality Standard, DSB-89 Bracing Speclficotlon, and NIB-91 M iTek® Handling installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, W153719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t'i4 *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. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachuc
other.
o WEBS J5
Q 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate o , ; ; Q joint and embed fully. Avoid knots and wane
plates/a" from outside edge of
o_
a y at joint locations.
truss and vertical web. a 4, Unless otherwise noted, locate chords lacesP
o at I/4 panel length(* 6" from adjacent joint.) ca C, c'
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
MITek/Gang-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 rCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses 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,
T~
PANEL
erection and installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORM018.019 HMRO,AIR®
JOD I russ russ I ype ty y
13634707
DR1965F A ROOF TRUSS 16 1
optional)
MiTek Industries, Inc. 4.201 SR1 s Aug 1 e n us nies Inc. Wed Aug age 1
7.1.3 13.6.10 20-0-0 26-5-6 32.10.13 40 )-011iliIIt
1-0-0 7.1.3 6-5-6 6.5.6 6.5.6 6.5.6 7.1.3 1-0-0
Scale a 1:73.
5x6 =
5.00 FrT
5
5x6 i- 5x6
4 6
2x4 Z 2x4
cc 3 7
2 8
9dd1
3x = 14 13 12 1110 x =
3x4 = 3x6 = 3x8 = 3x4 =
3x6 =
10.3.14 20-0-0 29-6-2 40 )-0
10-3.14 9-es 9-e4 10.3.14
Plate Offsets
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.29 12 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753
BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.16 8 n/a
BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min Well = 360 Weight: 195 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12
REACTIONS (lb/size) 2 = 1951 /0-8-0, 8 = 1951 /0-8-0
Max Horz 2=-224(load case 5)
Max Uplift 2 = -984(load case 4), 8=-984(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=14, 2-3=-3714, 3-4=-3345, 4-5=-2354, 5-6=-2354, 6-7=-3345, 7-8=-3714, 8-9=14
BOT CHORD 2-14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11 =2826, 8-10=3396
WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410
NOTES (5)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 2 and
984 lb uplift at joint 8.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5 Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard
p
t : No.45161
v sra E of
t sS OR10,'
August 7,2002
AWARMNO - VerUk design parameters and READ NOTES ON THIS AND REVERSE SIDE BE"RE LW. 0
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual bulcling component to be
Installed and boded vertically. Applicabilly of design parameters and proper Incorporation of component Is tesponslbl0ty, of bu6ding designer - not truss
designer. Bracing shown is for lateral support of Individual web members only. Addltbnal temporary bracing to Insure stablitty during construction is the
responsibility of the erector. Additional permanent btbctng of the overall structure is the tesponslbBlty of the bullding designer. For general guidance
regarding fabrication, quality control. storage, delivery, erection and bracing, consult OST-88 Oualtly Standard, DSI.89 Bracing Specification, and HIB-01
Handling Irutalllnq and Bracing Recommendation ovaltb hb Drive, Madison, WI5371 V. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/1 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches: Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
73- 2. Cut members to bear tightly against eachct
other.
O WEBS JS
Q 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate a , ; Q joint and embed fully. Avoid knots and wane
plates/a" from outside edge of a Vy V
O at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chords lacesP
at 114 length(+ 6" fromceC6panel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in
J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and
MITek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
PLATE 512E 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 ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised in handling,
SM
PANEL
T~
600.
erection and installation of trusses.
1993 Mitek Holdings, Inc.
CUP
FORM018,019 HYDRO-AIRO
Job russ I russ I ype ty y
13634708
OR1965F All ROOF TRUSS 1 1
optional)
MiTek Industries, Inc. 4.201 Ss ug 1 e Industries, Inc. Wed Aug age
1." 5.9.14 11-" 17-0.0 23-0-0 29-0-0 34.2-2 I 40-" 11-0-0IItII
1.0.6 5.9.14 5-2-2 6-" 5-0-0 a." 5-2-2 5.9.14 1-"
Scale a 1:71.
5x8 = 5x8 = 5x8 - 3x4 =
4 5 6 7
5.00 jT£
2x4 2x4
3 8
2 8
rX 107d1d
3x8 = 1514 13 12 11 3x8 =
4x6 = 3x4 = 3x8 = 3x8 -
3x8 =
20-0.0 29-" 40-" i I
11.0.0 9-0-0 9.0.0 11-0.0
Plate Offsets e
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.40 13 >999 MII20 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.64 11-13 >740
BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.18 9 n/a
BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 1921b
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins.
BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing, Except:
WEBS 2 X 4 SYP No.3 4-6.9 oc bracing: 9-11.
REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0
Max Horz 2=-134(load case 5)
Max Uplift 2=-1082(load case 4), 9=-930(load case 3)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14
BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439
WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13-106, 6-13-106, 6-11 =-854, 7-11 =872, 8-11 =-368
NOTES (6)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1082 lb uplift at joint 2 and
930 lb uplift at joint 9.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472Segovia Cit. N., Pembroke Pines, FL 33331. 7)
THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD
CASE(S) Standard D'
13c Q Y
t '
No, 4.5161 0 :
rTATE OF r 0aio*
r•`'_•
oNaLAugust
7,2002 0
wewl m - v rt& design pa,asestem and m w xoras oN Tms mD 1REvmw swz Bmvjw vsa. Design
volld 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. APp5cab0ty of design parameters and proper Incorporation of component Is responslblitty of building designer - not truss designer.
Bracing shown Is for lateral support of IndNkluat web members only. Additional temporary bracing to Insure stability during construction Is the responslbillty
of the erector. Additional permanent bracing of the overall structure Is the responslb0lty of the building designer. For general guidance regarding
fabrication, qua Sty control storage, delivery, erection and bracing, consult OST-„ Ouallly Standard. DSI.89 Iractng SpectfIcatlon, and HIS-91 Handling
Installlna and Irocing Recommendation available from Truss Plate Institute, $ea D'Onohb DrNe. Madison, WI53719. M iTek®
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
1'. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
4 TOP CHORDS
2. Cut members to bear tightly against eachc2c
other.
O WEBS JS
Q 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
O , Q0 `% ; ' ; joint and embed fully. Avoid knots and wane
plates 1/e" from outside edge of
o
a y = at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chord splices
at I14 length(+ 6" frompanel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and
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, 40" unless otherwise noted.
SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised In handling,
TM
PANEL
erection and installation of trusses.
1993 Mitek Holdings, Inc. `
CLIP
FORM018,019 aAwo-tine. ® JWMRO,AIIR
Job Jruss russ I ype ty y
13634709
DR1965F A13 ROOF TRUSS 1 1
optional)
t e n ustrles, Inc. 4.201 SR1 s Aug 20 i e Industries, Inc. Wed Aug age
1,:" 6.9.14 13-" 17.8.0 1 22-4-0 i 27-" I 33.2-2 i 40.00 1 0ii
I-0-0 6.9.14 6.2.2 4.8-0 4-8-0 4.8-0 6-2.2 6-9-14 1.00
Scale 1:71.3
5x6 =
2x4 II 3x4 = 5x6 -
4 5 6 7
5.00 rl'F
2x4
Lx4329
1 14dd
3x8 - 16 15 14 13 12 11 3x8 -
3x4 = 3x6 = 3x8 - 3x4 =3x8 - 3x4 =
9.1.14 17-8-0 22.4-0 3010.2 40.0-0
9-1-14 8.8.2 4.8-0 8-6-2 9.1.14
Plate Offsets
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) 0.34 14 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844
BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.17 9 n/a
BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 201 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0
Max Horz 2=154(load case 4)
Max Uplift 2 = -1 065(load case 4), 9=-896(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6=-3281, 6-7=-3281, 7-8=-3463, 8-9=-3759, 9-10=14
BOT CHORD 2.16=3436, 15-16=2877, 14-15=2877, 13-14=3281, 12-13=2877, 11-12=2877, 9-11 =3436
WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14=-341, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 =-368
NOTES (6)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 if end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1065 lb uplift at joint 2 and
896 lb uplift at joint 9.
5) This truss has been designed with ANSI/TPl 1-1995 criteria.
6) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard
E 13
No. 45161
Y
STATE of ,s
OR 1`0-
O•\I,L
August 7,2002
Awuwrxa - VerW design pa2anwitors and READ NUMB ON TMS AM REVER.4E SSE 9EPORS USE. ®
Design valid for use only with Mfiek connectors. this design Is based only upon parameters shown• and Is for an Individual building component to be
installed and loaded vertically. ApplIcabety of design parameters and proper Incorporation of component Is iesponslbUBy of buDding designer - not truss
designer. Bracing shown Is to lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
tesponslblllty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery erection and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification. and HID-91 M iTek® Handling Installing and Bracing Recommonciallon available from Truss Rate institute, 593 D'Onof to Drive, Madison, WI53719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t 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 building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear -tightly against eachc223
other.
o WEBS J5
rt 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate o , ; , ; Q joint and embed fully. Avoid knots and wane
plates I/a" from outside edge of
o
a y _ at joint locations.
truss and vertical web. o a
o
4. Unless otherwise noted, locate chord splices
at /4 length(+ 6" fromcaC, u panel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in
Jt J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
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 ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised in handling,
PANEL
T~ erection and installation of trusses.
1993 Mitek Holdings, Inc. ,
CLIP
FORM01e.019 HMRO,A/R®
Job uss I truss I ype ty y
13634710
DR1965F A15 ROOF TRUSS 1 1
optional)
MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 MiTe Industries, Inc. Wed Aug age
7-9.14 15-0.0 70-0-0 25-" 32.2.2 1 40-0-0 41 e 01,:" 1 } 1 I
1.0-0 7.9.14 7.2-2 5-0-0 5.0.0 7-2-2 7.9-14 1-0-0
Scale 1:71.
5x8 =
5.00 F`17- 2x4 II 5x8 -
4 5 8
5x8 i; 5x8
3 7
2 8
9164d1
3x8 = 14 13 12 11 10 3x8 =
3x4 = 3x8 = 3x8 = 3x8 - 3x4 =
10.3.14 20-0-0 29.8.2 40.0.01I1
10.3-14 9.8.2 9-8-2 10.3.14
Plate Offsets 4 ,
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.30 12 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 10-12 >765
BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.16 8 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC LL Min 1/defl = 360 Weight: 192 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.1D 'Except' TOP CHORD Sheathed.
4-6 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing.
BOT CHORD 2 X 4 SYP No.2D
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2 = 1951/0-8-0, 8 = 1951/0-8-0
Max Horz 2=-174(load case 5)
Max Uplift 2 = - 1 045(load case 4), 8=-925(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=14, 2-3=-3661, 3-4=-3332, 4-5=-2888, 5-6=-2888, 6-7=-3332, 7-8=-3661, 8-9=14
BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11 =2667, 8-10=3351
WEBS 3-14=-448, 4-14=685, 4-12=355, 5-12=-363, 6-12=355, 6-10=685, 7-10=-448
NOTES (6)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1045 lb uplift at joint 2 and
925 lb uplift at joint 8.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Truss Engineer: Junaidie Budiman, PE/145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASEIS) Standard
Xp;E BUp
Q;iiF c,
N0.45181 'k
Y bC
rV0 •. STATE OF .dORvor.arra4s
V" ANAL
August 7,2002
A WARNING - VorW design pammetem and RILW NOTES ON TMS AND rtEVZRSe SWE BZFORe use.
Design valid tot use only with MITek connector. this design b based only upon parameter shown, and Is for on individual building component to be
Installed and loaded vertically. Applicability of design parameters and propel Incorpotatlon of component Is responslbBBy of building designer - not truss
designer. Bracing shown Is tot lotetal support of Individual web members only. Additional tempotwy bracing to tresure dobelty during construction Is the
tesponslblllty of the erector. Additional permanent btacing of the ovetae structure b the responslbillty of the building designer. For general guidance
regarding fabrlcation, quality control, storage, dellvety, erection and btoctng, consult QST-88 Quality Standard, DSB-80 Bracing Specification, and HIB-91
Handling Installlnp m oftloandBracingRecommendationfroTrussPlateInstitute, 583 D'OnDelve, Madison, Wl53719. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t'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 building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against each
other.
o WEBS J5
a:3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o Q joint and embed fully. Avoid knots and wane
plates from outside edge of
o
d y
V L)
at joint locations.
dtrussand vertical web. o 4. Unless otherwise noted, locate chordsplices
at I/4 length(' 6' fromceC7cbpanel adjacent oint. 9 (+ 1 joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in
Jt J8 J7 J6 lumber shall not exceed 19 % at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and
MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPtY of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width
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
FORM016,01V NyORO,aip
Job russ truss type ty y
13634711
DR1965F A17 ROOF TRUSS 1 1
optional)
LONGWOOD, FL, MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 MiTe c Industries, Inc. ad Aug age 1
6.1.3 11.6-10 17.0-0 23.0-0 28-5.6 33-10.13 40-0A 41:2 S11,:" I d { I I
1-" 5.1-3 5.5.6 5.5.6 6-0-0 5.5.6 5.5.6 6.1-3 1.0.0
Scale • 1:71.4
5x6 =
5x8 =
5.00 FTY 5 6
3x4 t: 3x4
4 7
5x8 i site
3 8Z2 9 to-
3x8 = 16 15 14 13 12 11 3x8 =
3x4 = 3x8 = 3x4 = 3x8 = 3x4 =
3x8 =
8.4.11 17.0-0 23.0.0 31-7-5 404).0
8-4-11 8-7-5 6-0-0 B-7.5 8-4-11
Plate Offsets
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.29 14 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880
BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a
BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 207 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14
REACTIONS (Ib/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0
Max Horz 2=-194(load Case 5)
Max Uplift2=-1023(load case 4), 9=-951(load case 5)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=14, 2-3=-3817, 3-4=-3552, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14
BOT CHORD 2-16 = 3485, 15-16 = 3023, 14-15 = 3023, 13-14 = 2494, 12-13 = 3023, 11-12 = 3023, 9-11 = 3485
WEBS 3-16=-305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305
NOTES (6)
11 This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1023 lb uplift at joint 2 and
951 lb uplift at joint 9.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard
jOF- F3
No.45161
SPATE OF
ASS`O R t0
JVAL
August 7,2002
A WAMVNO - Ver(y design panunsBere and R&W NOTES ON TB7S AND REVERSE seta BERORE USE.
Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss
designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance
regarding lobrkatlon, quality conhot storage, delivery, election and bracing, consult QST-8a Qualify Standard, DSB-80 Bracing Specification, and HIB-91
Handling Installing and Bracing Recommendation available from Truss Plate Institute. 593 D'OnobftDrive, Madison, Wl53719. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
44 re,14 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches: Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS 2. Cut members to bear tightly against eachcz
other.
O WEBS .
IJ5a:
3. Place plates on each face of truss at each
iFor4x2orientation, locate Qjoint and embed fully. Avoid knots and wane
plates 1/B" from outside edge of
o
a °X at joint locations.
truss and vertical web. o 4. Unless otherwise noted, locate chord splices
at /4 length(+ 6" fromcaC, uo panel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and
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. 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
FORM016.019 MYDRO,AIIR0
Job russ truss type ty y
13634712
DR1965F A19 ROOF TRUSS 1 1
optional)
MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 MiTe(Industries, Inc. Wed Aug age
11-0.9 6.9.3 12-10.10 19." 27-1-6 1 33.2-13 i 40-a-0 91-2-pI1121.0.01
1.0.6 6.9.3 6.1.6 6.1.6• 2-0-0 6.1.6 6.1.6 6.9.3 1-0.0Scale = 1:76.2
5x6 =
5x6 -
5.00 riT
5 6
3x4 3x4
4 7
5x8 i-: 5x8
ci 3 8
1 2 8 1 Mdd
3x8 - 16 15 14 13 12 11 3x8 =
3x4 - 3x6 - 3x4 = 3x4 = 3x6 = 3x4 -
9.9.14 19-0-0 21.0.0 30.2.2 40-0-0
9.9.14 9-2-2 2-0-0 9.2.2 9-9-14
Plate Offsets
LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.37 14-16 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827
BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 203 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13
REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0
Max Harz 2 = 214(load case 4)
Max Uplift2=-999(load case 4), 9=-975(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29
BOT CHORD 2-16 = 3523, 15-16 = 2946, 14-15 = 2946, 13-14 = 2304, 12-13 = 2946, 11-12 = 2946, 9-11 = 3523
WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408
NOTES (6)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 999 lb uplift at joint 2 and
975 lb uplift at joint 9.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
61 Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard
p91— 13
P10. 45161
s r0STATEOF ,
s'•;c O R 10"'.
s%iva• L*''
August 7,2002
Qwwm m - verW design parameters and Rmw Noss oN rms AND Rzym a sma Damns USE. =®
Design valid for use only with MRek connector. this design Is based only upon parameters shown. and Is for on Individual building component to be
Installed and loaded vertically. Applicability of design parameterand proper Incorporation of component Is tesponslblllty 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
responslblllty of the erector. Additional permanent brbcing of the overall structure Is the tesponslbnity of the building designer. For general guidance
regarding fabrication, quonty control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing specification. and HIB-91
Handling Installing and Bracing Recommendation ovallable from Truss Plate institute, 583 D'Onofdo Drive, Madison, WI53719. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
11/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
4 TOP CHORDS 2. Cut members to bear tightly against eachcirC
other.
0 WEBS J5
cc 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate o , ; IQ joint and embed fully. Avoid knots and wane
plates 1/8" from outside edge of
0 o
a _ at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chord splices
at, 14 length(+ 6" fromcaC, panel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
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. 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
FORM016,019 MYDRO,A/R
Job russ I russ I ype ty y
13634713
DR1965F A2 ROOF TRUSS 2 1
optional)
MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTe(Industries, Inc. Wed Aug age
1:" 7.4-14 14.2-0 20-" 23.0.0 28.5.6 I 33.10.13 1 40-0-0 111II1
1.0.0 74.14 0.9.2 5.10-0 3-0-0 5.5.6 53.6 8.1.3 1-0-0
Scale ® 1:71.4
5x8 =
5
5-00 FIT 4x6
6
2x4 II
4 3x4
5x8
5x8 a
3 1 P 165x12 — 857x8 = 8x8 --
co
2 9
1 94 10.
3x6 = 19 18 14 13 12 11 3x6 =
3x4 = 2x4 II 2x4 11 5x8 = 2x4 II
7.4.14 14.2.0 20-6-0 23-041 2e-5.8 33.10.13 40-"
7.4.14 6-9-2 6.4-0 2.6-0 5-5-6 5.5-6 5-1-3
Plate Offsets
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.54 Vert(LL) -0.14 18 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999
BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.05 16 n/a
BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 238 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 5-17
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2 = 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0
Max Horz 2 = 224(load case 4)
Max Uplift 2 = -476(load case 4), 16=-1021(load case 4), 9=-587(Ioad case 5)
Max Grav 2 = 797(load case 6), 16 = 2456(load case 1), 9 = 877(1oad case 7)
FORCES (Ile) - First Load Case Only
TOP CHORD 1-2 =14, 2-3 =-837, 3-4 =-327, 4-5 =-327, 5-6 =1791, 6-7 =1387, 7-8 =-223, 8-9 =-839, 9-10 =14
BOT CHORD 2-19=765, 18-19=0, 17-18=66, 4-17=-468, 16-17=-1401, 15-16=-1285, 13-15=96, 6-15=164, 13-14=0, 12-13=0, 11-12=762,
9-11 =766
WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11 =112, 5-17=1990, 5-16=-1947, 6-16=-492
NOTES (5)
1) This truss has been checked for unbalanced loading conditions.
21 This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 476 lb uplift at joint 2, 1021
Ib uplift at joint 16 and 587 lb uplift at joint 9.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard *_`D1F— Dr f
oLJ
YK/..
No. 45161
sSTATEOFcv
boa' ORa.
O JAL
August 7,2002
A WAPJ xG - VerW design parameters and ItEAD xoras ON TWS MD RBVE M fSWE BEMIM USE.
Design valid tot use only with MQek connectors. this design Is based only upon patameten shown, and Is for an kldMdual building component to be
Installed and boded vertically. Applicability of design parameters and ptopet Incotpofatbn of component Is tesponslbWty of building designet - not huss
designer. Bracing shown Is tot lateral support of Individual web members only. Additional tempotary bracing to Insure stability during construction b the
responslbslly of the erectot. Additional petmonent bractrq of the overall structure Is the tesponsZ111ly of the building deslgnet. Fot genetal guidance
tegatding fobrbatbn, quality control stofoge, delivery, erection and btacing, consull OST-88 Dually Standard, OSI.89 Bracing Specification, and NIB-91
Handling tnstalllnp and Bracing Recommendatkmavailable hom Truss Plate institute, 563 D'Onohio Dtive, Madison, WIS3719. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t3/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat.
B
J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachcrc other.
Q WEBS JS
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o Qa ' ; joint and embed fully. Avoid knots and wane
plates 1/8" from outside edge of
o_
a V
of joint locations.
and vertical web. a 4. Unless otherwise noted, locate chordsplices INAtrussoat1/4 panel length(' 6" from adjacent joint.) ceBOTTOM
CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required
direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector
plates. fabrication.
6.
Unless expressly noted, this design is not applicable
for use with fire retardant or JOINTS
AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For
tabular plating format refer to the AROUND THE TRUSS STARTING AT THELOWEST JOINT7. Comber is a non-structural consideration and MRek/
Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS
ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE
SIZE 8.
Plate type, size and location dimensions shown
indicate minimum plating requirements. The
first dimension is the width 4
4 to Second CONNECTOR
PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X
perpendicular slots. in all respects, equal to or better than the dimension
is the length parallel grade specified. to
slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL
BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates
location of required 11. Bottom chords require lateral bracing at 10 continuous
lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, unless
otherwise noted. SBCCI
87206, 86217, 9190 12. Anchorage and/or load transferring WISC/
DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates
location of joints at 13. Do not overload roof or floor trusses with which
bearings (supports) occur. stacks of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional MiTek®
engineer.
15.
Care should be exercised In handling, TM
PANEI
erection
and installation of trusses. 1993
Mitek Holdings, Inc. CLIP
FORM016.
019 NYDRO,A/R®
Job uss truss I ype ty Ply
DR1965F A7 ROOF TRUSS i
13634714
optional)
MiTek Industries, Inc. 4.201 SRI s Aug Inc. Wed Aug age
3.9.14 7-0-0 12-3.7 17-5-2 22.6.14 27-8-9 i 33-0.0 i 35.2.2 l 40." 11 7 I I + i I
1-0-0 3.9.14 3-2-2 5-3-7 5.1.11 5.1.11 5.1.11 5.3.7 3.2.2 3.9.14 1-0.0
Scale 1:71.3
9xl7.5 M1118 - 907.5 M1118 =
5'00 rfT
4x8 = 7x8 = 4x8 = 2x4 II
4 19 20 5 21 22 23 24 25 726 27 288 29 30 9
2x4 2x4
3 10
2 11 1
d1 d
3x8 = 18 31 32 17 33 34 396 38 37 158 39 40 14 41 42 13 3x8 =
3x4 = 5x8 = 3x8 - 2x4 II 8xlo = 3x4 =
7-0-0 12-3-7 17-5-2 22.6.14 27.8.9 33-0-0 40-"
7-0-a 5.3.7 5.1.11 5.1.11 5-1-11 5.3.7 7-0-0
Plate Offsets e ,
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) 1.22 15-16 >386 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.99 Vert(TL) -1.01 15-16 >467 MII16 174/126
BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.30 11 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min Well = 360 Weight: 440lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 4-6-4 oc purlins.
4-6 2 X 6 SYP SS, 6-9 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing.
BOT CHORD 2 X 4 SYP No.1 D
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2 = 3970/0-8-0, 11=3970/0-8-0
Max Harz 2=-92(load case 5)
Max Uplift 2=-3822(load case 4), 11=-3710(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=29, 2-3=-8611, 3-4=-8850, 4-19=-12015, 19-20=-12016, 5-20=-12018, 5-21 =-13878, 21-22=-13878, 22-
23=-13878, 6-23=-13878, 6-24=-13878, 24-25=-13878, 7-25=-13878, 7-26=-12060, 26-27=-
12060, 27-28=-12060, 8-28=-12060, 8-29=-12063, 29-30=-12061, 9-30=-12059, 9-10=-8844, 10-11 =-8612, 11-12=
29 BOT CHORD 2-18 = 7724, 18-31 = 8229, 31-32 = 8229, 17-
32 = 8229, 17-33=12016, 33-34 =12016, 34-35=12016, 16-35=12016, 16-36 =13795, 36-37=13795, 15-37=13795, 15-38=13795, 38-39-13795,
39-40=13795, 14-40=13795, 14-41=8221, 41-42=8221, 13-42=8221, 11-13=7726 WEBS 3-18=520, 4-18=589, 4-17=
4324, 5-17=-1875, 5-16=2134, 6-16=-852, 7-16-95, 7-15=201, 7-14=-1988, 8-
14=-911, 9-14=4384, 9-13=586, 10-13=508 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 21 This
truss has been designed for the wind loads generated by 120 mph winds at 18
ft above
ground level, using 5.0 psf top chord dead load
and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with
exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are
exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the
plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless
otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable
of withstanding 3822 lb uplift at joint 2
and p 3710 lb uplift at joint 11. `ptF_
13 4/ 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) 2-ply truss to be connected together
with 1Od Common(. 1 48"x3") Nails as follows: lF/C ' .. Top chords connected as follows: 2 X 4 - 1 row
at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. ' . 4 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.
8) Special hanger(s) or connection(s) required to support concentrated load(s) 159.51b
down and 305.1lb up at 7-0-0, 7k i IO 451 159.
51b down and 305.1lb up at 9-0-12, 159.51b down and 305.11b up at 11-0-12, 159.51b down and 305.1lb upat ; 13-0-12, 159.51b down and 305.1lb up at 15-0-12, 159.51b down and 305.1lb up at 17-0-12, 159.51b down and -
0 305.11b up at 19-0-12, 159.51b down and 305.11b up at 20-11-4, 159.51b down and 305.11b up at 22-11-4,
159.51b IT down 305.11b 24-11-4, 159.51b down 305.11b 26-11-4, 159.51b 305.11b 28-11-4 STATE OF and up at and up atdownandupatO • and 159.51b down and 305.11b up at 30-11-4, and 159.51b down and 305.11b up at 33-0-0 on top chord, and 625.11b down and 577.61b up at 7-0-0, 46.01b down at 9-0-12, 46.0Ib down at 11-0-12, 46.0Ib down at
13-0-12, 46.0Ib down at 15-0-12, 46.01b down at 17-0-12, 46.01b down at 19-0-12, 46.Olb down at 20-11-4, 46.
0Ib down at OR IR Vv •.r fi- n•• 4•*``V' 22-11-4, 46.Olb down at 24-11-4, 46.Olb down at 26-11-4, 46.Olb down at 28-11-
4, and46.0Ib down
at30-11-4, O,t" and 625.1lb down and 577.61b up at 32-11-4 on bottom chord. Design for unspecified connection(s) is delegated to the `YAL building designer. 9) TrussEngineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.
August 7,
2002 QwnRraNO - Ver(& design pamitimters and READ NOTES ON THIS AND REVERSE SIDE BEFORE use. Design
valid for use only with MITek connector. This design Is based
only upon parameters
shown, and Is tot an Individual building componentto be Installed and boded veflbaRy.
Applicability of design parameter and ptopet Incoipoiatbn of component Is iesponsibilty of building deslgnet - not truss designer. Bracing shown Is for lotetal support of Individual
web members only. Additional temporary bracing to Insure stability during construction b the responslblllty of the erector. Addltbnal permanent brbeing
of the overall structure Is the iesponsdblilty of the building designer. Fat general guidance regarding fobticatbn, quality control, storage, delivery, erection and
txocdng, consull CST-811 Quality Standard, DSI.89 gracing Specification, and HIS-91 fr Handling Installing and gracing Recommendation available horn
Truss Plate Institute, 583 D'Onoff o Drive, Madison, WI 53719. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/1 *Center plate on joint unless' Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS 2. Cut members to bear tightly against eachc2a
other.
o WEBS J5
a:3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o ;, Q joint and embed fully. Avoid knots and wane
plates 1/8" from outside edge of
o
a „ _
at joint Locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chord splices
at /4 length(+ 6" fromca, C, C panel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in
J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and
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
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
T~ erection and installation of trusses.
1993 Mitek Holdings, Inc. ,
CLIP
FORM016.019 ffMR0IA/R
Job I russ
A7
russ I ype
ROOF TRUSS
ty
1
Ply
13634714
DR1965F
optional)
AMT-SPAIT-TIT-CONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug t e n ustnes, nc. aAug age
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-4=-74.0, 4-9=-74.0, 9-12=-74.0, 2-11 =-20.0
Concentrated Loads (lb)
Vert: 4=-159.5 9=-159.5 18=-625.1 13=-625.1 19=-159.5 20=-159.5 21=-159.5 22=-159.5 23=-159.5 24=-159.5 25=-159.5
26=-159.5 27=-159.5 28=-159.5 29=-159.5 30=-159.5 31 =-46.0 32=-46.0 33=-46.0 34=-46.0 35=-46.0 36=-46.0 37=-46.0 38=-46.0
39=-46.0 40=-46.0 41 =-46.0 42=-46.0
9iEFE 17l S!
iFfc
No. 4.5161
Y
r STATE OF
August 7,2002
A wARMNG - WrW design panamsf:erg and READ NOTES ON THM AND REVERSE SWE BEMI a USE.
Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and is for an Individual building component to be
tnstaSed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of buliding designer - nod 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 eiectot. Additional permanent btacing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control storage, delivery, election and bracing, consult CST-68 Quality Standard, DSI.89 gracing Specification, and HIB-91
Handling Installing and gracing Recommendation ovallable from Truss Plate Institute, 583 D'Onoftb Drive, Madison, WI53719. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply l . Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat.
A" '
J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachc2c
other,
0 WEBS JS
Er 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate i , ; , ; ¢ joint and embed fully. Avoid knots and wane
plates/s" from outside edge of
o
a y at joint locations.
truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP
o at /4 panel length(+ 6" from adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and
MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection.
8. Plate type, size and location dimensions -
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width
4 4 to Second
CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and
X perpendicular slots. in all respects, equal to or better than the
dimension is the length parallel grade specified,
to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised in handling,
TM
PANEL
erection and installation of trusses.
1993 Mitek Holdings, Inc. ,
CLIP
FORM018,019 fMRO,AZ/7®
Job russ I russ I ype ty y RHORTON
13634715
DR1965F A9 ROOF TRUSS 1 1
optional)
MiTek Industries, Inc. 4.201 Sls ug r e n ustrles, Inc. Wed Aug age
11-" 4.9.14 9.0.0 14.6.0 20.0.0 25.6.0 1 31-0-0 I 35.2.2 I 40-0-0 4 0-01I11
1-0.6 4.9.14 4.2-2 5.8-0 5.6-0 5.8.0 5-6-0 4.2.2 4.9.14 1.0.0
Scale - 1:71.
5x6 = 5x8 = 3x4 = 5x8 - 3x4 =
5.00 rTT 4 5 6 7 8
2x4 2x4
3 9
2 10
1161
d
3x8 = 17 16 15 14 13 12 3x8 =
3x8 - 4x6 = 3x4 = 3x4 = 4x6 = 3x8 -
9-0-0 18.4-0 23.8-0 31-0-0 40-"
9-" 7.4.0 7.4.0 7-4-0 9-0.0
Plate Offsets -1- e
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert (LL) 0.52 15 >907 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615
BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC ILL Min I/defl = 360 Weight: 195 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12
REACTIONS (Ib/size) 2 = 19 51/0-8-0, 10 = 19 51/0-8-0
Max Horz 2 = 1 14(load case 4)
Max Uplift2 - -1096(load case 4), 10=-963(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11 =14
BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507
WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237
NOTES (6)
1) This truss has been checked for unbalanced loading conditions.
21 This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1096 lb uplift at joint 2 and
963 lb uplift at joint 10.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard
iS 13UQ/
I
No. 45161
rSTATEOF .-
August 7,2002
WARNING - Verjjy design paramsterss and READ NOTES ON TES AND REVERSE SIDE HEPORL USE.
Design valid for use only with MITek connectors. This design is based only upon parameters shown• and is for an individual bu9ding component to be
Insto*d and boded vertically. Applicability of design parameters and proper Incorporation of component is responslbl9ty of building designer - not truss
designer. Bracing Mown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibillty of the erector. Additional permanent brbcdng of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consuR OST-8a Quality Standard, OSS-69 Bracing Specification, and NIB-91
Handling Installing and BmR rocIng RecomendadlonavailablefromTrussateInstitute. 583 D'OnoOb Drive, Madison, WI53719. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
73 2. Cut members to bear tightly against eacha
other.
O WEBS J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o ;, ¢ joint and embed fully. Avoid knots and wane
plates 1/8" from outside edge of
o
a ' at joint locutions.
truss and vertical web. a
o
4. Unless otherwise noted, locate chord splices
at /4 length(+ 6" fromcaC, u panel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in
J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber,
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and
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 dimensionsPLATESIZEshownindicateminimumplatingrequirements.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
4 X 4 perpendicular to slots. Second in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
M iTek®
engineer.
15. Care should be exercised In handling,
SM TM
PANEL
erection and installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORM016,010 fMRO,AZR0
Job russ I russ I ype ty y
13634716
DR1965F AG1 ROOF TRUSS 1 1
optional)
AMU-SPAN-T 1, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 MiTetIndustries, Inc. Wed Aug age 1
7-6-0 14.9.0 20-0-0 23-0-0 28.5.6 33.10.13 404)-0 11.0.011.0.9 I ,I I I I I
1.0-0 7-6-0 7.3.0 5.3-0 3-0-0 5.5.E 5.5-8 6-1•3 1-0-0
Scale . 1:71.
5x6 =
5
5•00 fT7- 4x6
6
4
3x4
7
5x8 r,
3c3 II 5x6
cc 3 7 165xl = 8
8x 1= 0 8x8 —
sill 2
19
3
II 9 10`7 6
5x8 Iv
d
3x6
18 14 13 12 11 3x6 = 2.
50 rfT 5x8 = 7.
6-0 14-9-0 20-4-0 23-04 28.5.6 33.10.13 40-0-0 7-
6-0 14-6.0 7.3-0 5.7-0 2.8.0 5-5-6 5-5-6 6-1-3 Plate
Offsets LOADING (
psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL
30.0 Plates Increase 1.33 TC 0.53 Vert(LL) 0.16 2-19 >999 M1120 249/190 TCDL
7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.20 2-19 >838 BCLL
0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.08 18 n/a BCDL
10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min Udell = 360 Weight: 294 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT
CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-
17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS
2 X 4 SYP No.3 OTHERS
2 X 4 SYP No.3 I IREACTIONS (
lb/size) 2 = 70210-8-0, 18 = 646/0-8-0, 16=1732/0-8-0, 9 = 863/0.8-0 Max
Horz 2=223(load case 4) Max
Uplift 2 = -420(load case 4), 18=-538(load case 4), 16=-66211oad case 51, 9=-601(load case 5) Max Grav 2=
7150oad case 6), 18=886(1oad case 6), 16=1732(load case 1), 9=872(load case 7) FORCES (lb) - First
Load Case Only TOP CHORD 1-
2=24, 2-3=-15118, 3-4=548, 4-5=605, 5-6=929, 6-7=153, 7-8=-692, 8-9=-1357, 9-10=29 BOT CHORD 2-19=1342,
18-19=-34, 16-17=-714, 15-16=-155, 13-15=99, 6-15=558, 13-14=0, 12-13=4, 1 1-12 = 1 159,
9-1 1= 1 164 WEBS 3-19=-177, 17-
19-1445, 3-17=-1739, 5-16=-1003, 6-16=-860, 12-15=771, 7-15=-638, 7-12=-139, 8-12=-660, 8-11 =
136, 17-18=-587, 4-17=-471, 5-17=262 NOTES (9) 1) This truss
has been
checked for unbalanced loading conditions. 2) This truss has been
designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and
5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category It, condition II partially enclosed building,
with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers
exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.
33, and the plate grip increase is 1.33 3) 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. 5) Gable studs spaced at
2-0-0 oc. 6) Bearing at joint(s)
2, 18 considers parallel to grain value using ANSI/fPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing
surface. 1 7) Provide mechanical connection (by
others) of truss to bearing plate capable of withstanding 420 lb uplift at joint 2, 538 lb ••• / uplift at joint 18, 662
lb uplift at joint 16 and 601 lb uplift at joint 9. Io77 1 Q t C•. 8) ThistrusshasbeendesignedwithANSI/TPI 1-1995 criteria. !• /`j 9) Truss Engineer: Junaidie Budiman,
PE1145161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. •G ••' 10) THIS DESIGN CONFORMS WITH
FBC 2001, BASED ON PARAMETERS INDICATED. t ' No. 45161 LOAD CASE(
S) Standard O'•.
STATE OF ° ty August
7,2002 A WARNIING -
VerW design pasasneters
and READ NOTES ON rhM AM REVERSE SIDE BEFORE USE. Design valid for use only
with Mflek 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 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 Insute stability during construction is the responsibility of the etecta. 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 txoctng, consult QST-8a Quality Standard, 031.89 Bracing Specification, and HIB-91 Handling Installing and bracing Recommendation
available from Truss Rate Institute, $83 D'OnoOb Drive, Madison, WI53719. MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 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.. A" TOP CHORDS 2. Cut members to bear tightly against eachc2a
other.
o JSWEBSa:3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o , Q joint and embed fully. Avoid knots and wane
plates/e" from outside edge of
o
a V
at joint locations.
truss and vertical web. o 4. Unless otherwise noted, locate chords laces
at 114 len th 6 fromceC? C6 r panel ad oint. 9 (+ adjacent1 joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in
Jt J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
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 ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
M iTek®
engineer.
15. Care should be exercised in handling,
TM
PANEL
erection and installation of trusses.
1993 Mitek Holdings, Inc. ,
CLIP
FORM018.019 HYDRO -AIR@
Job uss I russ I ype ty y
13634717
DR1965F AG2 ROOF TRUSS 1 1
optional)
MiTek Industries, Inc. 4.201 SR 1 s Aug 20 2001 MiTe c Industries, Inc. Wed Aug age
100} 7-8-0 I 14-9-0 I 18.7.3 1 22-0-0 l2
100 7.6-0 7.3-0 1.10-3 5.4.13
4x8 11 Scale 1:49.8
6
2x4 II 2x4 II
5
7
8
2x4 11 3x4 - 05x82x4II2x4113xt0II
4 =
715.00 riT 3 II
2x4 II
II
v o 0
2 11
1 2x4 II 5x8 = 2x4 I I2x4II
2x4 II
3x4 1
2.50 r1'F 2x4 I I
7.6-0 14-9-0 20.4-0 22-0.0
7-0-0 7.3-0 5.7-0 1-8-0
Plate Offsets
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 14TECb 0.52 Vert(LL) 0.16 2-11 >999 M1120 249/190
TCDL 7.0 ert 2-11 >831umerncrease
BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.08 10 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 134 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins.
BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
7-9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 9-11, 4-9
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
WEDGE
Right: 2 X 6 SYP No.2ND
REACTIONS (lb/size) 2 = 715/0-8-0, 10 = 1 135/0-8-0, 7 = 357/0-8-0
Max Harz 2=416(load case 4)
Max Uplift 2=-357(load case 4), 10=-679(load case 4), 7=-247(load case 5)
Max Grav 2=715(load case 6), 10=1135(load case 1), 7=404(load case 7)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=24, 2-3=-1564, 3-4--1353, 4-5=383, 5-6-366, 6-7=-71, 7-8=34
BOT CHORD 2-11 =1383, 10-11 =-48, 7-9=-4
WEBS 4-11 =-202, 9-11 =1521, 4-9=-1642, 9-10--1074, 5-9=-370, 6-9=-473
NOTES (8)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek
Standard Gable End Detail"
4) Gable studs spaced at 2-0-0 oc.
5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer
should verify capacity of bearing surface.
6) Provide 357 lb 2, 679 lb
V d
mechanical connection (by others) of truss to bearing plate capable of withstanding uplift at joint t
uplift at joint 10 and 247 lb uplift at joint 7.
7 This truss has been designed with ANSIITPI 1-1995 criteria. _ ••'• •. 7_ii_fiiP 8) Truss Engineer: Junaidie Budiman, PE1t45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. , '. /Ij9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. j' G (•'
LOAD CASE(S) Standard * No. 4.5161
ti
STATE OF . cy
S`1OR10,,offi.
ANA9.
9
August 7,2002
AwARMNO - Verify design parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. l
Design valid too use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be
Installed and boded vertically. ApplicabWty of design parameters and proper Incorporation of component is iesponslblllty of building designer - not truss
deslgnet. Bracing shown is for lateral support of Individual web members only. Addltbnal fempotary, bracing to Insure stability duiing construction is the
responslblilty of the erectot. Additional permanent bracing of the overall slruotUle is the responslb9tty of the building designer. For general guidance
tegaiding fabrication, quality contio6 storage, delivery, election and bracing, consult OST-88 Quality Standard, DSI.89 Bracing Speclfbatbn, and HIB-91
Handling Installing and Bracing Recommendallon available from Truss Plate Institute, 583 D'Onohb Drive, Madison, WI53719. MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/14 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat.
a
J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachc: c
other.
o WEBS J5
Q 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o , Q joint and embed fully. Avoid knots and wane
from outside edge ofplattruss
o_
d
at joint locations.
a dtrussand vertical web. a
o
4. Unless otherwise noted, locate chordsplices at
IA length(+ 6" from paneladjacent joint.) BOTTOM
CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required
direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector
plates. fabrication.
6.
Unless expressly noted, this design is not applicable
for use with fire retardant or JOINTS
AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For
tabular plating 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, unless
otherwise noted. SBCCI
87206, 86217, 9190 12. Anchorage and/or load transferring WISC/
DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates
location of joints at 13. Do not overload roof or floor trusses with which
bearings (supports) occur. stacks of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional MiTek®
engineer.
15.
Care should be exercised in handling, TM
PANEL
erection
and installation of trusses, 1993
Mitek Holdings, Inc. CLIP
FORM018,
019 HMMO,AZR®
o russ truss ype ty y
13634718
RR1965F B ROOF TRUSS i 1
optional)
MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTe(Industries, Inc. Wed Aug age
1.O.0 5•3•14 10-0-0 14.8.2 20.0-0 21-0-0
1-0-0 5-3.14 4.8.2 4.8.2 5-3-14 1-"
Scala m 1:36.9
4xe =
4
5.00 [TT
2x4 2x4 6
3 5
2 8
1 LL
Ile
3x4 = 8 3x4 =
5x8 =
10-0-0 20.0.0
10-" 10.0-0
Plate Offsets
LOAFING (psf) SPACING 2-0-0 CSI DEFL in (toc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.07 8 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 >993
BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a
BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min Well = 360 Weight: 86 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins.
BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 6=1004/0-1-8, 2 =1024/0-8-0
Max Horz 2 = 123(load case 4)
Max Uplift6 = -521 (load case 5), 2=-536(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=14
BOT CHORD 2-8 =1430, 6-8 =1481
WEBS 3-8 = -389, 4-8 = 536, 5-8 = -444
NOTES (6)
11 This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 6 and
536 lb uplift at joint 2.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard
DE .cQ
TATE OF °
osJOR
August 7,2002
AWARNWO - V r(fy design pamnwtem and R&W NOTES ON THIS AM 10YERsa &WE BEMIM USE.
Design valid for use only with Mfiek connectots. This design is based only upon parameters shown, and b lot an Individual building component to be
installed and boded vertically. Applicoblilty of design parameters and proper incorporation of component Is responsibility of bupoing 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 elector. Additional permanent bracing of the ovetaB structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, deltvery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91
Handling Irutalllng and Bracing Recommendation available from Truss Rate Inio institute, 583 D'OnohDrive, Madison, WI53719. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
4 TOP CHORDS
2. Cut members to bear tightly against eachclC73
other.
o WEBS J5
Q 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate oz , ; ; Q joint and embed fully. Avoid knots and wane
plates/s" from outside edge of
o_
d ' V
at joint locations,
truss and vertical web. a
o
4. Unless otherwise noted, locate chordsplices at /
4 length(+ 6" from caC, u panel adjacent joint.) BOTTOM
CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required
direction of slots in Jt
J8 J7 J6 lumber shall not exceed 19%at time of connector
plates. fabrication.
6.
Unless expressly noted, this design is not applicable
for use with fire retardant or JOINTS
AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For
tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/
Gang-Nall Joint/Plate Placement Chart. FARTHEST
TO THE LEFT. is the responsibility PtYof truss fabricator, General WEBS
ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8.
Plate type, size and location dimensions PLATE
SIZE shown indicate minimum plating requirements. The
first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4
X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension
is the length parallel grade specified. to
slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL
BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates
location of required 11. Bottom chords require lateral bracing at 10 continuous
lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless
otherwise noted. SBCCI
87206, 86217, 9190 12. Anchorage and/or load transferring WISC/
DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING
others unless shown. Indicates
location of joints at 13. Do not overload roof or floor trusses with which
bearings (supports) occur. stacks of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional MiTek®
engineer.
15.
Care should be exercised In handling, TM
PANEL
erection
and installation of trusses. 1993
Mitek Holdings, Inc. CLIP
FORM016.
019 NrOav-Aup 0
Job russ I russ I ype ty y
13634719
DR1965F BG ROOF TRUSS 1 1
optional)
ACCU-SPAN-T -1, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTecIndustries, Inc. Wed Aug age
1.0.0 5-3-14 10-0.0 14.8.2 20-" 121III
1-0-0 5.3.14 4-8-2 4.8-2 5.3.14 1-0.0
Scala = 1:38.1
4x8 =
4
2x4 II 2x4 II
5.00 rlF
3x4 i 3x4
5
2x4 II 3 2x4 II
x II xoII
2 II 8
1
7 16;
25 26 2x4 II 10 2x4 II 27 2x4 II 28 9 29 2x4 11 30 8 31 2x4 II 32 33 3xa -
30 = 2x4 11 7x8 = 2x4 II
2x4 11
5.3.14 10-0.0 14-8-2 20.0-0
I I
5-3-14 4.8.2 4.8-2 5.3.14
Plate sets
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) 0.06 9-10 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.29 Vert(TL) -0.09 8-9 > 999
BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TLI 0.03 6 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 124 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-13 oc purlins.
BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
REACTIONS (lb/size) 6=950/0-8-0, 2=951/0-8-0
Max Horz 2 = 126(load case 4)
Max Uplift6=-596(toad case 5), 2=-535f1oad case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1.2=34, 2-3=-1678, 3-4=-1182, 4-5=-1182, 5-6=-1677, 6-7=34
BOT CHORD 2-25 =1471, 25-26 =1471, 10-26 = 1471, 10-27 =1471, 27-28 = 1471, 9-28 = 1471, 9-29 = 1470, 29-30 = 1470, 8-30 = 1470, 8-31 = 1470,
31-32 =1470, 32-33 = 1470, 6-33 =1470
WEBS 3-10=60, 3-9=-485, 4.9=507, 5-9--484, 5-8=59
NOTES (8)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek
Standard Gable End Detail"
4) Gable studs spaced at 2-0-0 oc.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 596 lb uplift at joint 6 and
535 lb uplift at joint 2.
6) This truss has been designed with ANSI/TPI 1-1995 criteria.
7) Special hanger(s) or connection(s) required to support concentrated load(s) 17.71b up at 1-0-0, 10.81b up at 3-1-1,
10.81b up at 5-1-1, 10.8lb up at 7.1-1, 10.81b up at 9-1-1, 10.8lb up at 11-1-1, 10.81b up at 13-1-1, 10.81b up at
15-1-1, and 10.81b up at 17-1-1, and 17.71b up at 18-11-1 on bottom chord. Design for unspecified connection(s) is f 1
delegated to the building designer.
8) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. C•.,/ 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard #
r1) Regular: Lumber Increase =1.33, Plate Increase =1.33 NO. 4J 1 &1
Uniform Loads (plf)
Vert: 1-4=-74.0, 4-7=-74.0, 2-6=-20.0
Concentrated Loads (lb) r •• STATE t. _ Vert: 10=10.825=17.726=10.827=10.828=10.829=10.830=10.831=10.832=10.833=17.7 0 `V
PAIAL
August 7,2002
Awwrtl NG - verW design pasamet:ere and P&W NOTES ON TMS. M REVERSE SWE BZMJ a use. 0
Design valid for use only with MiTek connectors. This design b based only upon parameters shown, and is for on Individual building component to be
Installed and boded vertically. AppBeabMy of design parameters and proper Incorporation of component It responsibility of building designer - not truss
designer. Bracing shown Is far lateral support of individual web members only. Addtlbnal temporary bracing to Insure dabtllly during construction Is the
responsibility of the erector. Additional permanent bt>pcing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, stotage, delivery, election and bracing, consull OST-8a Ouatlly Standard, OSS-59 Brachia Specification, and HIS-91
Handling Installing and Bracing RecommendationbavailablefromTrussPlateInslilute• 583 D'OnohDrive, Madison, WI 53719. MiTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
1314 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat..
All '
J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachc2c
other.
o WEBSNJ5Q3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
O ,Qjoint and embed fully. Avoid knots and wane
plates 1/a" from outside edge of4.
o at joint locations.
truss and vertical web. a
o
Unless otherwise noted, locate chords laces
at I/4 length(+ 6" from PceC, panel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in
J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber,
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 1, 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 ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised In handling,
PANEL
TM erection and installation of trusses.
1993 Mitek Holdings, Inc. `
CLIP
FORM018,019 MYDRO,AtR®
Job russ russ type ty y
13634720
DR1965F CG SCISSORS 1 1
optional)
MiTek Industries, Inc. 4.201 SFs ug t e n ustrtes, Inc. Wed Aug age
1-0-0 4-0.15 7."I 10-11-1 15-0.0 18-0-0iII1 I
14-0 4-0-15 3.5.1 3.5.1 4-0-15 1.0-0Scale = 1:29.0
4x8 =
4
5.00 fTT 2x4 = 2x4 =
3 5
8
5x8 =
2 8
7
2.50 riT
3x4 :r 3x4 c
7.6-0 15-"
7.6-0 7.6-0
Plate Offsets
LOADfNG (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) -0.12 8 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 >908
BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.11 6 n/a
BCDL 10.0 Code SBC/ANS195 1 st LC LL Min Udell = 360 Weight: 63 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2 = 782/0-1-8, 6 = 782/0-1-8
Max Horz 2=-95(load case 5)
Max Uplift 2=-412(load case 4, 6=-412(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=10, 2-3=-2090, 3.4=-1625, 4-5=-1625, 5-6=-2090, 6-7=10
BOT CHORD 2-8 =1935, 6-8 =1935
WEBS 4-8=969, 3-8=-394, 5.8=-394
NOTES (7)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer
should verify capacity of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 2 and
412 lb uplift at joint 6.
6) This truss has been designed with ANSI/TPI 1-1995 criteria.
7) Truss Engineer: Junaidie Budiman, PER45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
8 THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.
Ilkvi
l
l4
LOAD CASE(S) Standard NVE
qj•
t P10. 45161
0 STATE OF
NAl.
August 7,2002
AwwRMNO - very deefyn parunwtere and READ NOTES ON THUS AND REVERSE aME BEFORE USE.
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an tndK4dual bulldIng component to be
Installed and loaded vsltcally. Appitcab0ty of design parameters and proper Incorporation of component Is responsibWty of building designer - not truss
designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stablitty during construction Is the
responsibility of the erector. Additional permanent bracing of the overall structure Is the responslbWty of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-8a Quality Standard, OSI.89 gracing Specification, and HIS -ill
Handling Irutolllnq and gracing Recommendation available from Truss Plate Institute, 583 D'Onohlo Drive, Madison, WI53719. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS 2. Cut members to bear tightly against eachc: c
other.
o WEBS J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
o ¢
3 ' ; joint and embed fully. Avoid knots and wane
plates from outside edge of
o_
y at joint locations.
truss and vertical web. d 0 a
o
4. Unless otherwise noted, locate chordsplices at
I /4 length(+ 6" from paneladjacent joint.) BOTTOM
CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required
direction of slots in Jt
J8 V J6 lumber shall not exceed 19%at time of connector
plates. fabrication.
6.
Unless expressly noted, this design is not applicable
for use with fire retardant or JOINTS
AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For
tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and 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 PLATESIZEshownindicateminimumplatingrequirements. 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 BEARINGothersunlessshown. Indicates
location of joints at 13. Do not overload roof or floor trusses with which
bearings (supports) occur. stacks of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional MiTek®
engineer.
15.
Care should be exercised in handling, PANEL
TM
erection and installation of trusses. 1993
Mitek Holdings, Inc. ' CLIP
FORM018,
019 MYDRO,AW 0
Job russ I russ I ype ty y
13634721
DR1965F J ROOF TRUSS 14 1
optional)
MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 MiTe c Industries, Inc. Wed Aug age
1-0•o 7-0-0ii
1.0.0 7.0-0 3
Scale 1:19.
5.00 j_
2
4
2x4 -
7-0-0
7-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) n/a - n/a M1120 249/190
TCDL* 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0.24 1-2 >69
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 23 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3 = 234/Mechanical, 2=424/0-8-0, 4 = 66/Mechanical
Max Horz 2=221(load case 5)
Max Uplift 3 = -250(load case 5), 2=-168(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=29, 2-3=75
BOT CHORD 2-4=0
NOTES (5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf top chord dead load and 5.0 psf
bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure 8 ASCE 7-98 per
SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to
wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 3 and
168 lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PEJ145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
61 THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASEISI Standard
9iE 183
voiFi '•
No. 4516#
BTAE OF
S aNAL
August 7,2002
ATAA= NO - ver W design parasnsiters and na.w xoras oN Tms Am Krym a sma aarvna uss.
Design valid for use only with MiTek connectors. This design is based only upon parameten shown, and Is lot an Individual building component to be
Instoned and loaded vertically. Applicab®ty, of design parameters and proper Incotporation of component Is responslblilly of building designer - not truss
designer. Siccing shown Is lot lateral support of individual web members only. Additional lemporary bracing to insure stablgty during construction Is the
responslbSlly of the erector. Additional permanent brbcing of the overall structure b the responslbtllty of the building designer. For general guidance
regotding fabrkallon, quality control, stotage, delivery, election and bracing, consult OST-SE Quality Standard, DSS-SC Bracing Specification, and HIS-91
Handling Installing and Bracing Recommendation available from stTruPlate Institute, 593 D'Onohb DrNe, Madison, WI53719. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
1'/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to 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 eachc2c
other.
O WEBS J5
Cr3. Place plates on each face of truss at each
For 4 x 2 orientation, locate k, ; ' ; joint and embed fully. Avoid knots and wane
plates from outside edge of
o
y at joint locations.
truss andd vertical web. o
o 4. Unless otherwise noted, locate chordsplices
at I14 len th 6 fromc. c u panel 9 (+ adjacent joint.) 1 1 )
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and
MRek/Gang-Nail Joint/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practices 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 ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised in handling,
PANEL
TM erection and installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORM018.019 GAwO-NAJL #fMRO,A/R®
Job I russ I russ I ype ty y
13634722
DR1965F J1 MONO TRUSS 10 1
to tionaq
MiTek Industries, Inc. s Aug 20 2001 MiTe<Industries, Inc. wed Aug age
1-0-0 t o0
10.0 100
3 Scale 1:6.3
5.00 FiT
2
2x4 =
4
1
t00
t-0-0
Plate Offsets[2:0-1-8,0-1-01
LOAj)ING (psf) SPACING 2-0-0 CSI DEFL in floc) Weft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min Well = 360 Weight: 5 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 2=168/0-1-8, 4=10/Mechanical, 3 = -7/Mechanical
Max Horz 2 = 53(load case 4)
Max Uplift 2=-12811oad case 4, 3=-280oad case 5)
Max Grav 2=168(load case 1), 4=10(load case 1), 3=23(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=28, 2-3=-33
BOT CHORD 2-4=0
NOTES (6)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 28
lb uplift at joint 3.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Truss Engineer: Junaidie Budiman, PE1/45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASEIS) Standard
ti
No. 45161
t STATE of w
ANAL
August 7,2002
A WARNWG - Vert fy design panunetarna and R&W Noss ON TMS AND 1M VERW SWE BEMI a LIM.
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 boded vertically. Applicability of design parameters and proper Incorporation of component Is responsiblitty of building designer - not truss
designer. Siccing shown Is for lateral support of Individual web members only. Additional temporary bracing to Inswe slablilty during construction Is the
responsibility of the elector. Addlional permanent brbcing of the overall structure Is the responsibility of the bulkding designer. For general guidance
regarding fabrication, quatlty control, storage, delivery, election and bracing, consult OST-68 Quality Standard, OSS-69 tracing Specftatlon• and HIS-91 M iTek® Handling Installing Bracing Recommendation ovallable from Truss Plate Institute, S93 D'Onofrb Drive, Madison. WI53719. and
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
4 TOP CHORDS
2. Cut members to bear tightly against each
c2 c3 other,
0 WEBS J5
Q 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
O - , Q0 ; '' t joint and embed fully. Avoid knots and wane
plates/a" from outside edge of
o
a ° ^ _
at joint locations.
truss and vertical web. o a
o
4. Unless otherwise noted, locate chord splices
at /4 length(+ 6" 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 AT THE LOWEST JOINT 7. Camber is a non-structural consideration and
MITek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection,
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
4 X 4 perpendicular to slots. Second in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. 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,
TM
PANEL
erection and installation of trusses.
1993 Mitek Holdings, Inc. '
CLIP
FORM019,019 HMRO-AFR 0
Job russ Iruss type ty y
13634723
DR1965F K ROOF TRUSS 4 1
optional)
MiTek Industries, Inc. 4.201 SRI s Aug 20 20311 MiTekn ustnes, nc. aAug age
I-0-0 5.0.0
1-" 5-0-0 3 Scale = 1:15.7
5.00 PT
2
1
4
2x4 -
5-0-0
5-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Well PLATES GRIP
TCLL, 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) 0.08 1-2 >210
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 17lb
LUMBFR BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size 3 = 155/Mechanical, 2-335/0-8-0, 4 = 46/Mechanical
Max Horz 2 = 161(load case 5)
Max Uplift 3 = - 1 74(load case 51, 2=-152(load case 4)
FORCES Ilb) - First Load Case Only
TOP CHORD 1-2 = 29, 2-3 = 50
BOT CHORD 2-4=0
NOTES (5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf
bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per
SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to
wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and
152 lb uplift at joint 2.
4) This truss has been designed with ANSI/fPI 1-1995 criteria.
51 Truss Engineer: Junaidie Budiman, PE/l45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard
G `•:
Y
No. 45161 • '`
O l'ATE OF - V
soRso,.
ANAL
August 7,2002
0 WARNWa - Vert jy design parlametery and Rren NOTES ONTMS AND REVEssE SME sEMIM VW-
Design valid lot use only with MIlek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incotpotatlon of component is iesponsibtlhy of building designer - not huss mi! deslgnet. Bracing shown is lot loteral support of Individual web members only. Addltlonal temporary bracing to Insute stabmty during construction is the
responslbBlly of the erector. Additional petmanent bracing of the ovetal situeture is the tesponsibNty of the building deslgnet. For general guidance
regarding tabrloatlon, quality control, storage, delivery, erection and btacing, consult OST-BE Quality Standard. OSI.89 Bracing Specification, and HIS-41
ete Institute, 383 D'Onohlo Drive, Madison, WI3371 V. Handling Installing and Bracing Recommendfr RecommendationavailablehornRatM iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
13/1 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
r
TOP CHORDS
2. Cut members to bear tightly against eachc7c3
other.
o WEBS J5
Q 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate a , ; cc and embed fully. Avoid knots and wane
plates 1/8"from outside edge of
o
d at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chords licesPat1/4 length(+ 6" fromCACl— u panel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
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 ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised in handling,
TM
46 PANEL
erection and installation of trusses.
1993 Mitek Holdings, Inc.
CLIP
FORM019.019 HMPO,A/R0
Job russ I russ I ype ty y
13634724
DR1965F L ROOF TRUSS 4 1
optional)
MiTek Industries, Inc. 4.201 5111 s Aug 70 7001 MiTec Industries, nc. ed Aug age
1-0.0 3.0.0
1.0-0 3-0-0
3 Scale 1:10.5
5.00 PT
2
1
4
2x4 - 3.0-0
3-"
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a MII20 249/190
TCDL' 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=69/Mechanical, 2=253/0-8-0, 4=26/Mechanical
Max Horz 2 = 101(load case 5)
Max Uplift 3=-97(load case 5), 2=-144(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=29, 2-3=-54
BOT CHORD 2-4=0
NOTES (5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf
bottom chord dead load, in the gable end roof zone on an occupancy category II, condition If partially enclosed building, with exposure B ASCE 7-98 per
SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to
wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 3 and 144
Ib uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard
9iE 13
No. 4.5161
0'. STATE OF
cuss/"onto,*'
L
August 7,2002
AwAmwa - verM desfgn panameten and READ Nams off rms AND R6vER= swa az"Rfs usz. 0
Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is for on Individual building component to be
Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is iesponslblBty of building designer - not truss
designer. Bracing shown is for bteral support of individual web members only. Additional temporary bracing to Insure stability during condiuctbn is the
responsibility of the erector. Additional permonent 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-„ Quality Standard, DSB-89 Bracing Specification, and HIB-91
Handling Installing and Bracing RecommendalbnavoBable from Truss Plate Institute, 693 D'Onofrb Drive, Madison, WI53719. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property/
13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to 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
other.
o WEBS J5
Q 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate o „ , ; , ; ¢ joint and embed fully. Avoid knots and wane
plates I/e"from outside edge of
L) o_
a y at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chordsplices at
I14 length(" 6" from cuCpaneladjacent joint.) BOTTOM
CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required
direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector
plates. fabrication.
6.
Unless expressly noted, this design is not applicable
for use with fire retardant or JOINTS
AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For
tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/
Gang-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, 40" unless otherwise noted. SBCCI
87206, 86217, 9190 12. Anchorage and/or load transferring WISC/
DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates
location of joints at 13. Do not overload roof or floor trusses with which
bearings (supports) occur. stacks of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional MiTek®
engineer.
15.
Care should be exercised in handling, TM
PANEL
erection
and installation of trusses. 1993
Mitek Holdings, Inc. CLIP
FORM018,
019 fMR0,4/R0
I
Job uss I russ I ype ty y
13634725
DR1965F M ROOF TRUSS 4 1
optional)
MiTek Industries, Inc. 4.201 SRI s Aug 70 70011 e n ustrles, nc.Wed Aug age
n•ao 1•0-0
1-0-0 1.0.0
3 Scale = 1:6.3
5.00 (1F
2
4
1
2.4 = 1.0.0
1.0.0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.08 VertILL) n/a - n/a M1120 249/190
TCDL` 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 5lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) 3=-17/Mechanical, 2=177/0-8-0, 4 = 9/Mechanical
Max Horz 2 = 53(toad case 4)
Max Uplift 3 = -25(load case 5), 2=-138(load case 4)
Max Grav 3 = 31(load case 4), 2 = 177(load case 1), 4 = 9(load case 1)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=28, 2-3=-37
BOT CHORD 2-4=0
NOTES (5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 138
lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PE/145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard
No. 45161
Y
Oi STATE OF
onto,-
ANAL
August 7,2002
4&WARNINO - Verify design pamitnetere and READ NOTES ON TBM AND REVERSE SIDE BEFORE USE.
Design valid tot use only with MRek connectors. This design is based only upon potometers shown, and is lot an Individual building component to be
Installed and loaded vertically. Applicability of design patametea and propel Incotpotatbn of component is tesponslblltty of building designer - not truss
deslgnet. Btacing shown is to latetal support of Individual web members only. Additional temporary, btacing to Insure stability duting consttuclbn is the
responsibility of the erector. Additional permanent btacing of the overdo structure is the tesponslbmty of the building designer. Fot general guidance
tegarding fobrkation, quality control, storage, delivery, erection and btacing, consuH CST-W Quality Standard, 0119•89 Bracing Specification, and HIB•91
Handling Instolllnp and Sroclrsg Recommendation available fromTwitsTPlate Institute, 593 D'Onohb Drive, Madison, WI53719. 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. J2 J3 J4 owner and all other interested parties..
TOP CHORDS
73 2. Cut members to bear tightly against eachC?
other.
o WEBS JS
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate o
o
joint and embed fully. Avoid knots and wane
at joint locations. plates rya" from outside edge of a
4. truss and vertical web. a
o
Unless otherwise noted, locate chordsplices at
r /4 length(+ 6" from ceC, 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.
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 PLATESIZEshownindicateminimumplatingrequirements. 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, 40" unless otherwise noted. SBCCI
87206, 86217, 9190 12. Anchorage and/or load transferring WISC/
DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates
location of joints at 13. Do not overload roof or floor trusses with which
bearings (supports) occur. stacks of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional MiTek®
engineer.
15.
Care should be exercised In handling, TM
PANEL
erection
and installation of trusses. 1993
Mitek Holdings, Inc. , CLIP
FORM018.
019 L ® #fMR0,41R
o russ I russ I ype ty y
13634726
DR1965F S ROOF TRUSS 2 1
optional)
MiTek Industries, Inc. 4.201 SA 1 s Aug 70 7001 MiTe Industries, Inc. Wed Aug age
1.5.0 5.3.5 9.10.13
1-5-0 5.3.5 4.7-8 4
1:20.1
9
3.54 FTT 3x4 s
3
8
2
Li
10 11 7 12 6 5
2x4 II 3x4 -
2x4 -
5-3-5 9-10.13
5-3-5 4.7.8
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) 0.07 6-7 >999 M1120 249/190
TCDL' 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 >999
BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.02 5 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 41 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 4 = 188/Mechanical, 2=634/0-11-5, 5 = 397/Mechanical
Max Horz 2 = 218(Ioad case 2)
Max Uplift4 = -243(load case 3), 2=-535(Ioad case 2), 5=-353(load case 3)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=29, 2-8=-1099, 3-8=-1002, 3-9=-88, 4-9=44
BOT CHORD 2-10=1001, 10-11 =1001, 7-11 =1001, 7-12=1001, 6-12=1001, 5-6=0
WEBS 3-7=187, 3-6=-1068
NOTES (6)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 4, 535 lb
uplift at joint 2 and 353 lb uplift at joint 5.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Special hanger(s) or connection(s) required to support concentrated load(s) 150.Olb up at 4-3-11, and 161.71b down and
395.31b up at 7-1-10 on top chord, and 21.61b up at 1-5-12, and 12.1lb down at 4-3-11, and 52.11b down at 7-1-10
on bottom chord. Design for unspecified connection(s) is delegated to the building designer.
6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASES) Standard
1) Regular: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf) 11 13Vert: 1-4=-74.0, 2-5=-20.0 `1 O,I
Concentrated Loads (lb)
Vert: 8=10.1 9=-161.7 10=21.6 11 =-12.1 12=-52.1 •;G`Ql''.
4/ v
t No. 4.5161 ,
MATE OF Ord
ANAL
August 7,2002
AWARMNO - Ver{ fy design parameters and R&W NOTES ONTBTB AND REI+ERW SIDE BEFORE US6.
Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual buliding component to be
Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stablSty during construction is the
responsibility of the erector. Additional permanent bracing of the overall structure is the iesponslblllty of the building designer. For general guidance
regarding fabrication• quality control, storage, deOvery, etectbn and bracing, consutl QST•8e Quality Standard, DSO.89 Bracing Specification, and HIS-91
Handling Installing and tracing RecommwWatlon available from Truss Plate institute, 583 D'Onofrb Drive, Madison, WI $3719. M iTek®
Symbols
PLATE LOCATION AND ORIENTATION
1'i4 *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
A„ 'A„
0
O
For 4 x 2 orientation, locate
plates 1/8" from outside edge of otrussandverticalweb. 0
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
4000 continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
Mi!
MiTek®
FORM016,01V
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
Q joint and embed fully. Avoid knots and wane
i at joint locations.
a 4. Unless otherwise noted, locate chord splices
o at I/4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
PANEL
TM
CLIP
MMRO,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. ,
e'
Job russ truss type ty y
13634727
DR1965F S1 ROOF TRUSS 2 1
optional)
MiTek Industries, Inc. 4.201 g 11 MiTecIndustries, Inc. Wed Aug age
1-5.0 1.5-0
1-5-0 1.5-0
3 Scale 1:8.
3.54 FTT
CK
4
2x4 - 1.5.0
1.5.0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a n/a M1120 249/190
TCDC 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.02 1 >908
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 7 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3 = -40/Mechanical, 2=193/0-8-0, 4 = 6/Mechanical
Max Horz 2=41(load case 2)
Max Uplift 3 = -40(load case 1), 2=-180(load case 2)
Max Grav 3 = 50(load case 4), 2=193(load case 1), 4 = 60oad case 1)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=29, 2-3=-24
BOT CHORD 2-4=0
NOTES (5)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 180
lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.
LOAD CASE(S) Standard
1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33
Uniform Loads (plf)
Vert: 1-2 =-74.0
Trapezoidal Loads (plf)
Vert: 2=-2.5-to-3=-52.3, 2=0.0-to-4=-14.1 )
113
y
No. 45161
Y
sSTATEOF
toss`o e
August 7,2002
A 1VARTRNO - verW design parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE 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 Incopoailon of component Is responsibility of building designer - not truss
designer. Bracing shown Is to lateral support of Individual web members only. Additional temporary bracing to Insure siobOfty during construction Is the
responsibility of the erector. Addttk>nal permanent bracing of the overaS structure Is the responslblilly of the building designer. For general guidance
regarding fobrkatbn, quality contioL storage, delivery erection and bracing, consult CST-88 Quality Standard. DSB-89 Bracing Specification. and HIB-91
Handling Installinp and Bracing Recommendatlon ovaRablefrom Truss Rate Institute• 5e3 D'Onofrb Drive. Madison, W153719. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
1'/1. *Center plate on joint unless Damage or Personal 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 Ja owner and all other interested parties.. Wl TOP CHORDS
73 2. Cut members to bear tightly against eachc2other.
O WEBS J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
O , ¢ joint and embed fully. Avoid knots and wane
plates I/e" from outside edge of
o_
a 7 at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chords lacesPatI/a length(+ 6" fromuC, u panel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
MRek/Gang-Nail Joint/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibility of truss fabricator. GeneralPtY
WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width 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 ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
M iTek®
engineer.
15. Care should be exercised in handling,
PAN L
TM
CLIP
erection and installation of trusses.
1
1993 Mitek Holdings, Inc.
FORM018.019 oavc'-r i ® NYDRO,A/RO
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14-0-0 BRG. IN ENTRY 14-0-0
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FV_1A_f'\—N1N-' 6: ALL -BEARING — -- — -- — - - — - - --nWALLSTOBEPLACED- J L I PLY H GTI CE! I REVIEW ALL SPAN DIMENSIONS--RRr wAi i t .
I PRIOR TO SETTING TRUSSES.. & 2 PLY HGR. J;ENICNEERED DRAVANGS--LOADING--PITCH AND OVERHANGS
LWALLS SHOWN ARE TO BE BEARING.. L'3 PLY HGR. SIGNED APPROVAL- X
j
JOB NUMBER: DR1965F DATE: 8-6-02 PITCH: LOA2:jSHINGLESCCUSPANCUSTOMER: D R HORTON 5
O/H: 12
7-321-1440BY. T-H. JOB NAME: MODEL 1965 "D" ELEV. ABRG: BLOCK
4
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ASeaTLIm1Ce-e AYAEABIL / C h
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I I IPaREVISIONS
REV
NO
ZONE DATE: ECN NO. APPVD: DESCRIPTION I I
I wT I1/m I - I uww I OTY (I) WAS (2) FOR TRACK SILT I`LUrlA
ONL OF ) E A ` OFnWHAL CLI SOE WIDO I= POSITIONOPTIONA, r MVL
DOOR WUM - ITr-w ATnNs 1.
FRQMT
FRAME INTH U.Y. 502ErL OM F 000ERL I CO. 1K rglJ9fER ImIRD. LAO SCRCr3 1A EE OOUFT[R9/0T OO OT6OOia1WTdOd615T6 I)9 COUM ON OVISLE 9NAZ OfIZ NWZONTiI
JM NOT R IM901 LOAM1 1
r
Nqf Sm OPIIOIVL IO 97f[w 1 I/
S AfRfl1C uTE % m a —.
80 SIXES ATTACHED W DOOR S/I
ONOMPATEIOED TOG{-LDC MUM ow. DOTTOW
a NTIM t- HORIZONTAL
IF"
SUPPORT DOOR aw"
m (TD 9 lAiO1G GLv.
SI[a EUC DRApQT. woo LAC
SCREW& LISTED @011pD
lOr 1EADPDOM IN AIMEABE AS
AN OP11011 i I
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STEEL TRACK. t. Ail [
RACK THICKNO& OOY 2-1/
r.12 ET CIL.v. ssEaTRACK mAo07. TTMOT ERAO¢
TS PER ME r um
FOP
OMOET REPORT#9606C«
Ia7ramNrK r . TO
a V-6As D-DAIS
01 A 2-1-2-1 FKTRm1 pL
tro uarRs ON DDnaMs>En101E DIEV-
GAS ON MW SE TIOµ
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tar 1EAnlarr
OPI10N f14d/0'
9[LT OCTAL. SCAM a 1µ
i
SaErS.SElr14G
20 wRES TN f Of1TDETIM r HIKE 10LR1 Sw
11w"
c or o0a OISDWIER (10 am 20 a
I/t Glv. STEAL ETO STU CA.vam
mm SRE EOIDE (StApQ75 1A5TE1m
IF 3S G 1ILSTEELWITHCHICe.]( PAN r9GlEr0.1 ANC7ORN ON II CIXTI6 (D-00 SKN COATm wctC-W L.W. (10 9C1E.R5 PEA uTE) 011 24' Cf/IfOK 19 Es1. OO1pCTE) 011 PER 1RA2( eIAOZi. 7 10- ID
ROAD CKWMBNr E v®-
ON FRUM AND A 9USD-
ON POLiSIOR WP COLT APPIED
TO am SEES or STEEL.
9OL s o LAP *
Mlr FALL DEAR
20 a GLv.
SREL 1. VELD STROHM:
50 drL=2•r
1-7/0rUSHM
LATCH
01GVT5 12 G C
V STEM TOP OOO IRRTIC/ TRACK ROUEA EFACO:f.
ri01 ONE 9LM LATCH W OIACRtT FRAOIm •/(4)
OOEA STILE WI SIDE OF ODOR, 14d/Tr SHEET
MCM WMCC KEIm HANDLE
OID 14G CKv. STEEL STILL 00 HIMCL WInSTOm4) 00
SELL SELLS METAL 14d/
0' a190E NANDIF SHEET METAL T
HI SCREWS.
SELF CHV1r 1OU@ uPPW10 97R1R Fix
oFm0e1 IMP 1 m7aIIrTALL .
20
G PATTERN STEEL. OBATS END 917EHGA w A 2TMUSETATTOOOLTWO " — SELL MO ON OOROM ¢LT1DH. ONE USA ON MRTT TRACK. ONE ETC rM1 V-GAR ATTACHED IDa ON O r M1iJ/4" 93rFAFRO SCIStS IDGDON OF DOOR.
w9DE oK.Da7
u)rxawn 12
G GLv.
STEEL 001TOM DRAOQ.T. ATTACHED WON (2)
J-5/0' SHEET METK SC1EbS. / ALUARa1 DaRV9ON a
w1TL WW/
O6ROP. 4 I . 3
y 1/i
i•
EACON SCC± ON 17-1/r CWM (2.000 rASTUOI (DIRROLLER) 10
a
CKv. STEEL iLOW IOIfE PSI 1R. Cg:
n' Ta9O3 ODEOED OM r W OTEA 40B •(4) 911,1E oam&,
Ia. 1 OD. MAY E COUM REO00® r C1Lv. Sf[EL TOAa r/S1Om W 14G GLv. SILLER Wm1 GPCOR AN0176
IMT Q N114fQOAaT 12G CKv. S1EEL R1Aa rASTDm W 00S q01 /(A)gLUF®) TO FT01OE
A fU D IRAs A1TACIED W /I." 4F}T NO 9AaACi NO 01RK
j11H5 DO IIOi W TH ONE 1/4-.5tW DOLT a MR 4) 1 4"J/t YPPIG SaErs vER o0 1«LE IRAN9ID LAND. OR
Tr0 1/4- T7a r1EM I C C
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WCSTERnELA PL F/Tpl. AmO
a' A4M5 RY ORi11S o'rry.1 C-t FLORIDA PL 148425 MOWN CAIOUTA PL /
2.VW LOCK SIRocmPI
DESIGN LOADS: +
24.0 PSF h -24.5 PSF TRACK 0. AUK
2, f1E OE9C1 OF I11E 9lF THE IC iTr IDMAL ODOFIS EACH me 9MuTHEgym, a nE PaoFEs1DNA. of TEST LOADS: +16.0 PSF h -17.0 PSF OF DOOR FODO
D FOR THE "DEO OR SRLLTRE 00 r AOOOTDOEE RIM CLWEKT NRK: DCODES FOR THELOAN LISTED ON Don f1l io K >Om w wu[ THIS O11MMW ra1..Lam
ILL 07ra1> PART NO.: - A w0110C IOW.. Sbba 00—
ft. rii.A a T11A Ifi00 TOLERANCES - IDEAL J12 O
t.03 rOamacnio
fi rm NL 1-513-m-819 r s.ay.a an4W..M.4. - b o ` .ao - 1.015
DESCRIPTION: waoEl 6RST w4 16-0 6-0: 24/-24.5 DESIGN LOAD 000 - 1.005 0000 - l.
001 DRAWN BY:
81IY DATE: 4/IS/00 SCALE: NTS owc. R lee Owe 4 oegrm - 11/7 CHECKED BY:
uww DATE: 4/18/00 SHEET I OF 11 SIZE L PFojecti00 HALE rNiCHM DWG.
NO.: 102138 REV. N0. I 2 1J11. NNE -, Dill.
4 3 y'
MODEL: 6RST (25 GA. STEEL SKIN)
MODEL: 4RST (24 GA. STEEL SKIN) LISTEDoPr10NALoseawlsOR
1 8• ACRYLIC LITES AVAILABLE
1) INTERMEDIATE STILE (
SECTION B-B)
ATTACHED W[ T+DG-L OC (7pp BO . END S16£S ATTACHED i0 DOOR
AND ll fT1ANE ADHESIVE (AIANC CFMER) SKIN WITH PATENTED TOG-L-LOC SYSTEM
r• -y A VOP. BOTTOM & CENTER).
cc
REPORT#9606Ccl
I 25 GA MN. GALV.
STEEUSKIN COATED 1I (
ATM
51 06AND WITHA BAKED-OPOLYESTER NPRIMER. 111
111 _ 'f III A
TWOPOORLOCKINGTOPCOATAPPLIED TO BO S(
OfS OF STEEL SKIN.TH
ONE
3' TALL : 20
CA U-6A1R (50 KSI) PER
DOOR SECTION. E4D SLIDE BOLT Sm.
E LOCK ENGAGES INTO
VERTICAL TRACK
ONE VENTS
A OPTICOR EACH
SIDE OPTIONAL
OUTSIDE KEYED LOCK POSffION OF D OFDOOR. MAX.
DOOR WIDTH 9'0' INSIDE
SLIDE BOLT 1141d/
8• SHEET METAL SCREWS LDCK OPTION DOORS
UP TO 7•-0' HIGH CONSIST OF 4) SECTIONS (SHOWN)). DOORS
OVER 7'-0' LOCH CONSIST OF ( SECf10N5 (NOT SH01VH). O
O 1/
4'1c3/4• SELF TAPPNC
SCREWS. 14
CA ERO MNGES 18 GA INTERMEDIATE HINGE NEW
C• 2z6
YELLOW PINE 12
GA CAM STEEL TRACK BRACKETS
FASTENED TO WOOD 4WD WITH
ONE 5/16-0 -5/8- LAG SCREW PER
TRACK BRACKET. 2
1 REVISIONS
DATE:
ECN N0. APPVD: DESCRIPTION 11/
00 - MWW I OTY (1) WAS (2) FOR TRACK BOLT 2'
nwx 3" TALL U-BAR HORIZONTAL TRICK SUPPORT BY 20GA. CALV. STEEL DOOR INSTALLER (TO SUIT) cl
T
13 GA. GALV. STEEL FLAG BRACKET. 16
LE 1xv ST. lH EACH FASTEN-5 l" WOOD JAMB WITH EROLLER F ED » r: OD RE J) S/16'al-5/8" WOOD LAG SCREWS, 1
Ar• SHEET METAL WM- DOUBLE TRACK TRACK
CONFICt LOW HEADROOM is SHP
LAP J/NIS p xAVAILABLE AS AN OPTION 14
rk G", STEEL o
52
DOOR HEIGHT
t' ITCHDMEACHFASTS=
IT) 00 2S 6 SMHEEEsr
W 4) 14a 1 2- GALV. STEEL TRACK, -00 MN. TRACK THXXN SS:.m. 8 4)
1/4'a1/4• SELF FARING
SCREWS.' Q
8 -
0 68 x
TYP.
2-1/2•12 GA. GALv. STEEL.TRACK BRACKET. 3' TALL a 20 a CALM. Eu-8AR. O u- w i 4) TRACK BRACKETS PER SIDE rSnnARSEL:OOK FAGH u—om ArrAc m rcr11
mT t/4'A3/4 sOF rws c o StT3.115PDR SIZE lOG)gN. LHR TOP BRACKET DOUBLE
HORIZONTAL LiTRACKFRONT
FRAME WITH U.V. .... COATING
ON 01)151DE SURFACE DOUBLE I3
G ALV. STEEL BOTTOM LOW HEADROOM OPTION 1
2"a3" LAC SCREWS ON 24 CENTERS. I"NN
TOM' 0-
0. UK /1Bt4A4 9EET MEYAt 9fsims A A WASHER
REQUIRED. LAC SCREWS MAY BE COIR(IERS m SSB CLASS OR OPTIONAL 10 SCREW BUT
NOT REOIARED) TO PROVIDE A FLUSH MOUNTING ALUMMM EXTRUSION 1/8" ACRYLIC LBE Am'FCOONB-B SURFACEHORIZONTALJAMBS00NOTTRANSFERLOAD. '_ STOP
MOULDING BY DOOR INSTALLER (TO SUIT) r
20 GA. MIN. GALV. STEEL END STILE 20
GA CAM STEEL INTER. SECTION
A -A (SLOE NEW) 8:
3({' PAN HEAD SCREW VERTICAL
JAMB ATTACHMENT (C=20 BLOCK 08 10 SCREWS PER LATE) IA STI P51
THIN. OONCRETE UMN :: MOLDEDUTE r t' STILE 318
4 SLEEVE ANCHORS ON 24 CENTERS (BOTH OLr( C-
90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR SHAP LATCH ENGAGES STD. 1/4'a4' TAPCON SCREWS ON 24' CENTERS (2.000 ONTO VERTICAL TRACK. PSIMIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON SLEEVE
ANCHORS. 1' O.D. MN. WASHERS REOUIRED EACH SIDE OF DOOR. WITHTAPCONS. ANCHORS MAY BE COIATQtA1HK BUT
NOT REQUIRED) TO PROVIDE A FLUSH OTEFL
STILE OUTSIDE
MOUMNC
SURFACE. HORIZONTAL JAMBS DO NOT HANDLE TRANSFER
LOAD. OUTSIDE KEYED 18
GA GAILY. STEEL CENTER HINGE FASTENED
TO LATER. STILES W(({) 2"
GALV. SIM TRACK FASTENED TO 14 GA. GALV. STEEL ROLLER HINGES /141d/
8• SHEET METAL SCREWS. 2
GA. GALV. STEEL TRACK BRACKETS. FASTENED i0 ENO STILES EACH W/(4) TRACK
ATTACHED TO EACH BRACKET 14:5 8" SHEET MEAL $CREWS D WITH
ONE 1/4•=5/8• BOLT h NUT 4) 1 4•.J/4• SELF rAPPNC SCREWS PER ENO HTNCE. OR
TWO 1/4• DUL RIVETS. I
PREPARATION
OF JAMBE BY OTHtTE. 2 DMA. SHORT S1EM- t0 BALL STEEL ROLLER. JAMB
CONFIGURATION SECTOR
C-C NOTE
2 THE DESCH OF THE SUPPORTING STRUCTURAL ELEMENTS SNAIL
BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD
FOR THE BUILDINC OR STRUCTURE AND IN ACCORDANCE MAR, WESTERFELD. WITHCURRENTBUILDINGCODESFORTHELOADSLISTEDON , FLORIDA P.E. 4849SP.E. THIS
DRAWING. NORTH
CAROIAU P.E. 123832 l 4
3' LOCK
BAR ENGAGES
IN TRACK
ON FACT
SIDE OF
DOOR R44OE
END r
I V STILE OUTSIDE
KEIiD LOCK INSIDE f1ANDLE
LOCK BAR
LOCOING OUTSIDE KEYED
LOCK DESIGN LOADS: +25.0 P.S.F. k -32.0 P.S.F. SNAP LATCH
LOCK OPTION TEST LOADS: +
375 P.S.F. h -48.0 P.S.F. 1 C
A
aR
YamwYY: -
HYYmS PARTN0. • - A 1m
1ANaas1m.a a11w.... 312 V*,A SL Sb 16M R TOLERANCES
IDEAL (.,dON 45M ae..A -.4
40—c 0 - t.03 fd Ala I-
13-81-M 3-m-3515
d ."" F „ r
00 wt.
Ofs DESCRIPTION: MODEL NEST W4 9-0 8-0: +25/-32 DESIGN LOAD r...ry ..M...
000 t.00.
5 0000 t.001
0'9'— - t1/
z UNAna SWt DRAWN
BY: BMM
DATE: 4/18/00 SCALE: NTS JDWG. CHECKED BY: MWW
DATE: 4/18/00 SHEET I OF I SIZE TAirE Angle OI°CKiO" « - d
011—ir oMAvmola ARE a
ROES. DWG. NO.: 102137 REV. NO. 1 2 fDRAME cou>>>
TY Bull kc Dial.