HomeMy WebLinkAbout116 Willowbay Ridge St 04-2336 New SFHl ;Aq#'jc -AIO40orePETADRESSUBDIV
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
Centex Homes
385 Douglas Ave., Ste 2000
Altamonte Springs, FL 32714
407-661-2176
CGC 049689
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
PERMIT # D a 3 Co DATE Q
PERMIT DESCRIPTION
PERMIT VALUATION / a
SQUARE FOOTAGE
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NRII City of Sanford Certificate of Occupancy
This is to
certify that the building located at 116 Willowbay Ridge St for which permit number 04-2336 was
issued and has been completed according to the plans and specifications filed in the permit, to wit
a Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well
as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval
Date
Conditions (if blank, no conditions apply) Building: F. Ortiz
02/
21/05 Engineering: D. Richards
02/
23/05 Public Works: J.
Crumpton 02/
22/05 Utilities: R. Blake
02/
22/05 Fire Department: Zoning:
Centex Homes
Q'
YVlQ, 02/25/05 Property Owner Building
Official Date
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
02/18/05
04-2336
116 Willowbay Ridge St
Centex
Josh 407-466-3441
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.
ZEngineeo5- OFire OPublic
Works Utilities
OZoning
Licensing
CONDITIONS: (
TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
Ne cJ S" n3)e Far, ; y
DATE: 02/18/05
OOdCCD
PERMIT #: 04-2336
ADDRESS: 116 Willowbay Ridge St
CONTRACTOR: Centex
PHONE #: Josh 407-466-3441
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.
Engi eering
ublic Works
Utilities
O Fire
Zoning
Licensing
CONDMONS: (TO BE COMPLETED ONLY IF APPROVAcL IS CONDITIONAL)
N
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION a
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DATE: 02/18/05
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PERMIT #: 04-2336
ADDRESS: 116 Willowbay Ridge St
CONTRACTOR: Centex N
PHONE #: Josh 407-466-3441
sac
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering OFire
OPublic Works OZoning
tiliti OLicensing
Se/ Z/ S
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LM$C1001 CITY OF SANFORD
1. Address Misc. Information Inquiry
2/22/05
08:20:35
Location ID . . . . . .
Parcel Number . . . . . .
Alternate location ID . .
Location address . . . . .
Primary related party . .
Type options, press Enter.
5 View detail
Opt Description
248745
22.19.30.502-0000-1500
116 WILLOWBAY RIDGE ST
PLANNING & ZONING COMMENT
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
Free -form information
PRESERVE AT LAKE MONROE
LOT 150*************
SW DEV FEE $1700.00 WA DEV FEE $650.00
BP04-2336 PD 6-24-04 SEE REC #6966
3/4"WA METER SET FEE $190.00 PD 6-24-04
REC#6966
F2=Address F3=Exit F5=Special Notes F9=Parcel Notes
F12=Cancel
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200:
ELEVATION CERTIFICATE
Important: Read the instructions on pages 1- 7.
SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use:
BUILDING OWNER'S NAME Policy Number
CENTER
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIL Number I116WILLOWBAYRIDGESTREET
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 150, PRESERVE Qi LAKE MONROE
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, If necessary.)
RESIDENTIAL
LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: C3 GPS (type):
1111f' or ##.####n NAD 1927 NAD 1983 USGS Quad Map Other.
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE
CfTY OF SANFORD 120294 SEMINOLE FLORIDA
B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNE/REVISED DATE B8. FLOOD ZONE(S) Lone AD, use depth of f ood'ug)
1211700035 E 4117195 4/17,95 X N/A
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
AS Profile ® FIRM Community Determined Other (Describe):
B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number 1(Select the building diagram most sirrular to the building for which this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations — Zones Ai-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-AW, AR/AH, AR/AD
Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is drfferent 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 NGVI729 Conversion/Comments NONE
Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No
o a) Top of bottom floor (including basement or enclosure) 15. 0 ft(m)
o b) Top of next higher floor 24.8 ft(m)
o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m)
o d) Attached garage (top of slab) 14. 6 ft.(m)
o e) Lowest elevation of machinery and/or equipment
servicing the building (Describe in a Comments area) 14.4 ft.(m)
o f) Lowest adjacent (finished) grade (LAG) 13.7 f .(m)
o g) Highest adjacent (finished) grade (HAG) 13. 9 ft(m)
o h) No. of permanent openings (flood vents) vyithin 1 ft. above adjacent grade 0
o ) Total area of all permanent openings (flood_vents) in C3.h 0 sq. in. (sq, cm)
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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.
l certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
l understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIERS NAME: JAMES J. JILES LICENSE NUMBER: 4997
TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC.
ADDRESS CITY STATE ZIP CODE
1030 N. ORtANOD AVENUE, SUITE B WINTER PARK FL 32789
SIGNATURE /7 A . •/I DATE TELEPHONE
21%% (407) 426-7979
FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use:
BUILDING STREET ADDRESS (Including Apt, Unit Suite, arrdror Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
116 WILLOWBAY RIDGE STREET
CITY STATE ZIP CODE Company NAIC NumberSANFORDFL32771
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, 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 Certificate is intended for use as supporting infomiation for a LOMA or LOMR-F,
Section C must be completed.
El. Building Diagram Number_(Seled the building diagram most similar to the building for which this certificate is being completed— see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (inducing basement or enclosure) of the building is _ f L(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6.8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _in.(crm) above the highest aofiaoent
grade. Complete items C3.h and C3.i on front of form.
E4. The top of the platform of machinery and/or equipment servicing the building is
natural grade, If available).
ft(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use
E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommuniq/s floodplain management ordinance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community -
issued BFE) or Zone AO must sign here. The statements in Sedons A, Q Q and E are coned to the best of my lmoWedge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIPCODE
SIGNATURE DATE TELEPHONE
COMMENTS
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by taw or ordinance to administer the community's floodplain management ordnance can complete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete the applicable item(s) and sign below.
G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is aufrized 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 communitymissued BFE) or Zone AO.
G3. The follkrvring information (Items G4-G9) is provided for community floodplain management purposes.
G7. This permit has been issued for. New Construction Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft(m) Datum:
G9. BFE or (n Zone AO) depth of fling at the building site is: — _ ft(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
I+VIVIIVICIV 10
Check here if attachments
FEMA Form 81-31, January 2003 Replaces all previous editions
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 150, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
1' - 30'
GRAPHIC SCALE
0 15 30
LOT 151
WAL
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
LOT 145 STRUCTURE MEETS OR -EXCEEDS THE
THE REQUIREMENTS SET FORTH IN THE
CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A).
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THE BENEFIT AND EXCLUSIVE
USE OF: WILLOWBAY RIDGE STREET COMMERCE
TITLE COMPANY 50' RIGHT-OF-WAY COMMERCE
TITLE INSURANCE COMPANY CTX
MORTGAGE COMPANY, LLC 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 02-4-05, 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
120294 0035 E DATED 4/17/95 AND FOUND THE
SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA
OUTSIDE 100 YEAR FLOOD PLAIN, THE
SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE
INFORMATION. PLEASE CONTACT THE LOCAL F.
E.M.A. AGENT FOR VERIFICATION. ELEVATIONS
SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL
CONTROL AS FURNISHED. BEARINGS
SHOWN HEREON ARE BASED ON THE
NORTHWESTERLY LINE OF LOT 150 BEING"
W PER PLAT. FIELD
DATE:) 8-24-04 REVISED:
SCALE:
I" = 30 FEET FINAL
2-4-05 CKB APPROVEDBY: Si FORMBOARD
9-21-04 CKB ASM39762
REVISE PATIO 5/7/04 SOO JOB
ND. PLOT
PLAN 05/03/04 SOO DRAWN
BY: LOT FIT 01-15-03 CKD 146
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IS ON
LINE d=
35'37'13' CRI T OFEWA L=
t39.88' R
225.00' CB-
572'n'aTE C=
137.64' LEGEND
BUILDING
SETBACK LINE CENTERLINE
RIGHT
OF WAY LINE 13t•
4 EXISTING ELEVATION O
CONCRETE LB
LICENSED BUSINESS LS
LICENSED 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 LBty6393 1030
N. ORLANDO AVENUE, SUITE B WINTER
PARK, FLORIDA 32789 (
407) 426-7979 ' QFND
NAIL AND DISC LB168 (02/04/05) FND
1/2•IRON ROD AND CAP LB /
6393 (02/04/05) CNA
CORNER NOT ACCESSIBLE DENOTES
DELTA ANGLE L
DENOTES ARC LENGTH C.
B. DENOTES CHORD BEARING PC
DENOTES POINT OF CURVATURE PI
DENOTES POINT OF IN TERSECRON 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 BOUNDARY SURVEY,
SUBJECT TO THE SURVEYOR'S NOTES CONTAINED
HEREON MEETS THE APPLICABLE MINIMUM
TECHNICAL STANDARDS" SET FORTH BY
THE FLORIDA 90/+RO •rF: PROFESSIONAL SURVEYORS
AND ,MAPPERS IN CHAPTER 61G17-
6, FLORIDA ADMINISTRATIVE CODE PURSUANT
1'O CHAPTER 472.027, FLORIDA STATUTES. .
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This Instrument Prepared By:
NAME: Debra A. Riggs -Centex Homes
385 Douglas Avenue, Suite 2000
Altamonte Springs, FL 32714
Permit No.
NOTICE OF COMIIMNCEMENT
SEMINOLE
STATE OF FLORIDA
COUNTY OF ORANGE
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 05302 FIG 0341
CLERK'S # 2004073606
RECORDED 05/12/M4 @305153 P1
REC.ONDINN FEES 6. (A
RECORDFD BY L McKinley
THE UNIJERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information is
provided in this Notice of Commencement.
1. Description of Property: LOT 50 , PRESERVE AT LAKE
i n Plat Book 62 Pages 12-15 in the
PUBLIC RECORDS OF SEMINOLE COUNTY,
2. General Description of Improvement: SINGLE FAMILY DWELLING
3. Owner Information: CENTEX HOMES
385 Douglas Avenue, Suite 2000
ALTAMONTE SPRINGS, FL 32714
Interest in Property: FEE SIMPLE INTEREST
Name of Fee Simple Titleholder: N/A
4. Contractor: CENTEX HOMES
385 Douglas Avenue, Suite 2000
Altamonte Springs, Florida 32714
Phone: (407) 661-2150 Fax: (407) 6614089
5. Surety: N/A
Amount of Bond: N/A
6. Lender: N/A
MONROE Recorded
FLORIDA.
7. Persons within the State of Florida designated by Owner upon whom notices or other
documents may be sei'ved as provided by Section 713.12 (1) (a) 7.,
Florida Statutes: CONTROLLER
Phone: (407) 661-2150 . Fax: (407) 6614089
8. In addition to himself, Owner designates the following person to receive a copy of
the Lienor's Notice as provided iri Section 713.13 (1) (b), Florida Statutes: NONE
9. Expiration date of Notice of Commencement (the expiration is date is 1 year from
the date of recording unless a different date is specified)
1
Debra A. Riggs tl
OFFICE MANAGER FOR CBNTBX HOMES. 383 DOUGLAS AVENUE
SUITE 2000, ALTAMONTB SPRINGS, FLORIDA 32714
THE FOREOOMO INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS
GLH11 EU WNr #4MARYANNEMORSE
MAY o 5 10Q4
BY DBBRA A . RIGOS., OFFICE MANAGER
CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION dkh
2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS
PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH.
NOTARY' PUBLIC
JACKIE CAINES
Commt7 DD0252902
E)mires 121/2008
0,: P,ndod thru (E00)432-4254•
Florida Notary Assn., Itl............... ..•..........................t
Permit # : (OL1 A-_l Job
Address: CITY
OF SANFORD PERMIT APPLICATION Date:
Description
of work: CONSTRUCT CONCRETE BLOW -SING FAMILY DWELLING p/
Historic
District: 226 Zoning: Value of Work: S Permit
Type: Building XX Electrical Electrical:
New Service -I of AMPS Mechanical:
Residential Non -Residential _ Plumbing/
New Commercial: # of Fixtures Plumbing/
New Residential: # of Water Closets Occupancy
Type: Residential Commercial Mechanical
Plumbing Fire Sprinkler/Alarm Pool Addition/
Alteration Change of Service Temporary Pole Replacement
New (Duct Layout & Energy Calc. Required) of
Water & Sewer Lines # of Gas Lines't7 Plumbing
Repair — Residential or Commercial Industrial
Total Square Footage: Construction
Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#:
22-19-30-502-0000— /521 0 (Attach Proof of Ownership & Legal Description) Owners
Name & Address: CENTEX HOMES, 385 DOUGLAS AVE., STE . #2000 , ALTAMONTE SPGS . , FL 32714 Phone:
407-661-2176 Contractor
Name & Address: PATRICK J . KNIGHT/CENTER HOMES ( SAME AS ABOVE) i1
I art / IA ti _ -State License Number: CG C049689 Phone &
Fax: 4U / —001—L 1 Bonding
Company: NA Address:
I.
Adn ns Mortgage
Lender: NA ..' =!, Address: —
Architect/
Engineer: Address:
P _ n _ R hone:
407-467-2643 Phone:
407-774-9003 Fax:
407-774-8477 tr, .,
r Application
is hereby made to obtain a permit tot the work an i i d d. c ify that no work or installation has commenced prior to the issuance
of a permit and that all work will be per orm d to meet standards of a aws re construction in this jurisdiction. [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 found in the public records of this
county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance
of permit is verification that I ilt noti the owner of the property of the requirements of Florida Lien Law, FS 713 0 5 2004 Signature
of Owner/Agent Date Signature of Con ctor/Agent Date Print
Owner/Agent's Name Signature
of Notary -State of Florida Date Owner/
Agent is _ Personally Known to Me or Produced
ID APPLICATION
APPROVED BY: Bldg: b 30Zoning: Initial & Date)
Special Conditions:
PAT CN7,
GHT Print ntractor/
gent's Name MAY - 0
5 2004 Signature of
Notary -State of Florida Date Contractor/Agent
is X X Personally Known to Me or Produced ID
Utilities: FD:
Initial & Date) (
Initial & Date) (Initial & Date) 5 1
10
3,
13D KIMBERLY A.
FROWN dirv' U'
sComm#DD0299442 OtiTP t = Expires
3/29/2008 o o
Bonded thru (800)432-4254 Florida Notary
Assn., Inc
CENTEX HOMES
Orlando Division
385 Douglas Avenue, Suite 2000
Altamonte Springs, FL 32714
Office: (407) 661-2150
Fax: (407) 661-4089
www.centexhomes.com
SEMINOLE COUNTY BUILDING DEPARTMENT
Effective immediately, and until further notice, this letter will stand as authorization for
Nan Holmes, Jackie Caines or Mindy Holmes to sign permit applications and energy calculations for
any lots owned by Centex Homes, obtain permits for same and receive Certificates of
Occupancy, in my name and license for the subdivision and lot specified below:
Subdivision: PRESERVE AT LAKE MONROE
Lot: 1.51-0
Patrick J. Knight CC. COT9689
STATE OF FLORIDA COUNTY OF SEMINOLE
The following instrument was acknowledged before me this
BAR 8 2004
by Patrick J. Knight, Division President of Centex Real Estate Corporation, a Nevada
Corporation, managing general partner of Centex Homes, a'Nevada general partnership for and
on behalf of said corporation. Patrick J. Knight is personally known to me and did not take an
oath.
Notary ublic-State of Florida at Large
Commission No.:
My Commission Expires:
KIMBERLY A. BROWN
MY COMMISSION d 0 098590
a EXPIRES: March 29, 2004
Bonded Thru Notary Pudk Underwriters
P
Of Ho" t
AG
o
0D o
CBNT13XHomes
Seminole County Property Appraiser Get Information by Parcel Number Page I of l
PARCEL DETAIL Y. ,. .mot Back rj
se ntirtol : i I to n vk"
Avpril pnoi er
cffrvkts
lit/ K. kirst tir
Swr
2004 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
S3-SANFORD
Parcel Id: 0000-1500
30-502-
Tax District: WATERFRONT
000 1
Number of Buildings: 0
REDVDST Depreciated Bldg Value: $0
Owner: CENTEX Exemptions: HOMES
Depreciated EXFT Value: $0
Land Value (Market): $26,000
Address: 385 DOUGLAS AVE STE 2000
Land Value Ag: $0
City,State,ZipCode: ALTAMONTE SPRINGS FL 32714
Just/Market Value: $26,000
Property Address: 118 WILLOWBAY RIDGE ST SANFORD 32771 Assessed Value (SOH): $26,000
Subdivision Name: PRESERVE AT LAKE MONROE
Exempt Value: $0
Dor: 00-VACANT RESIDENTIAL
Taxable Value: $26,000
2003 VALUE SUMMARY
SALES 2003 Tax Bill Amount: $285
Deed Date Book Page Amount Vac/Imp 2003 Taxable Value: $13,680
Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 150 PRESERVE AT LAKE MONROE PB 62
LOT 0 0 1.000 26,000.00 $26,000 PGS 12 - 15
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes.
If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value.
http://www.scpafl.org/pls/web/re web.seminole county_title?PARCEL=22193050200001500... 5/5/04
3.
4
X
0 6
3
City of Sanford Building Division
Submittal Requirements for Residential Building Permit
Two (2) recent boundary and building location surveys showing setbacks from all
structures to property lines for permit for structures (not fences).
Two (2) complete sets of construction design drawings drawn to scale.
Complete sets to include:
a. Foundation plan indicating footcr sizes for all bearing walls_ Provide side view details
of these footers with reinforcement bar replacement.
b. Floor plan indicating interior wall partitions and room identification, room dimensions,
door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs,
bathroom fixtures, and distances from walls. "The State of Florida requires bathroom
compliance with Florida Accessibility Code.
C. An elevation of all exterior walls - cast, west, north, and south. Finish floor elevation
height as per Engineering Department or subdivision plat.
d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing
interior and exterior walls, show all components of wall sections.
e. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size
and species of materials to be used.
f. Engineered truss plan with details of bracing, engineered beams for spacing openings to
carry and support trusses.
g. Stair details with tread and riser dimensions, stringer size; methods of attachment,
placement of handrails and guardrails.
h. Square footage table showing footages: XWI. Garages/Carports sq. ft.
2. Porches/Entrics sq. ft.
3. Patio(s) sq_ ft.
4. Conditioned Structure /s' sq. ft.
5. Total Gross Area sq. ft.
Three (3) sets of completed Florida Energy Code Fonns.
Soil analysis and/or soil compaction report. If soils appear to be unstable or if
structure is to be built on fill, a report may be requested by the Building Official or ills
representative.
Other submittal documents:
a. Utility letter or approval when public water supply and/or sewer system connection to
be made.
b. Septic tank permit issued by Seminole County Health Dept-
C. Arbor permit when trees to be removed from property. Contact the Engineering Dept.
for
or
regarding the arbor ordinance and permit.
d. Seminole County Road Impact fee statement.
e. Property ownership verification.
f. Driveway permit issued by City Engineering Department.
Application to be completed thoroughly and signatures provided by a licensed -and insured
contractor and property owner. 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 city ordinances.
Date SAY 0 5 2004 Owner/Agent Signature
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
O.M.B. No. 3067-0077
Expires December 31, 200:
ELEVATION CERTIFICATE
Read the instructions on oases I.7.
SECTION A - PROPERTY OWNER INFORMATION For Insurance Conxpany Use:
BUILDING OWNER'S NAME Policy Number
CENTEX
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
116 WILSON BAY COURT
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 267, PRESERVE @ LAKE MONROE, UNIT 2
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE GPS (Type):
N' or ##.#####° NAD 1927 NAD 1983 USGS Quad Map Other -
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2 COUNTY NAME B3. STATE
CITY OF SANFORD 120294 1 SEMINOLE FLORIDA
B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AD, use depth of tloodIM)
12117C0035 E 4/17/95 4/17/95 X NIA
t31u. maicate ine source of the base Fl000 elevation (bFL) data or base flood depth entered in B9.
FIS Profile ® FIRM Community Determined Other (Describe):
B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
CZ Building Diagram Number 1(Select the !wilding diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/ AX, AR/AH, AR/AO
Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum NGVD'29 Conversion/Comments NONE
Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No
o a) Top of bottom floor (including basement or enclosure) 16. 2 R.(m)
o b) Top of next higher floor N/A . ft(m)
o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft(m) .
o d) Attached garage (top of slab) 15. 7 ft(m)
u e) Lowest elevation of machinery and/or equipment
servicing the building (Describe in a Comments area) 15.6 ft(m)
o I) Lowest adjacent (finished) grade (LAG) 14.1 ft.(m)
o g) Highest adjacent (finished) grade (HAG) 15. 4 ft(m)
o h) No. of permanent openings (flood vents) within 1 IL above adjacent grade 0
o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. am)
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.
certiry that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIERS NAME: JAMES J. JILES LICENSE NUMBER: 4997
TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC.
ADDRESS CITY STATE ZIPCODE
1030 N. ORLANOD AVENUE, SUITE B WINTER PAW( FL 32789
SIGNATURE DATE TELEPHONE
AM, lorm (407) 426-7979
FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A For lruuranceCompany Use: BUILDING
STREET ADDRESS (Irdicr g ApL, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Po&.y Number 116
WILSON BAY COURT CITY
STATE ZIP CODE Company NAIC Number SANFORD
FL 32'nl 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 Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section
C must be completed. El.
Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. If no diagram accurately represents
the building, provide a sketch or photograph.) E2.
The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check are) the highest ac jaoent grade. (Use natural
grade, if available). E3.
For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _in.(cm) above the highest adjacent grade.
Complete items C3.h and C3.i on front of form. E4.
The top of the platform of machinery and/or equipment servicing the building is _ ft(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural
grade, if available). E5.
For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommunitys floodplain management ordinance? Yes
No Unknown. The local official must oerffy this information in Section G. SECTION
F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The
property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued
BFE) or Zone AO must sign here. The statements in Sections A, a G and E are corred to the best of mylknowfedge. PROPERTY
OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS
CITY STATE ZIPCODE SIGNATURE
DATE TELEPHONE COMMENTS
Check
here if attachments . SECTION
G - COMMUNITY INFORMATION (OPTIONAL) The
local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate.
Complete the applicable item(s) and sign below. Gt .
The infomration 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 oommunity-issued BFE) or Zone AO. G3.
The following informaflon (Items G4-G9) is provided for community floodplain fanagement purposes. G4.
PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7.
This permit has been issued for. New Construction Substantial Improvement G8.
Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9.
BFE or (in Zone AO) depth of flooding at the building site is: — _ It.(m) Datum: LOCAL
OFFICIAL'S NAME TITLE COMMUNITY
NAME TELEPHONE SIGNATURE
DATE COMMENTS
Check
here if attachments FEMA
Form 81-31, January 2003 Replaces all previous editions
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 267, PRESERVE AT LAKE MONROE UNIT 2,
AS RECORDED IN PLAT BOOK 66, PAGES 10-11, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
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)
1' 30,
GRAPHIC SCALE
0 1s 30
LOT 268
TRACT - A
STORMWATER MANAGEMENT AREA
50.00'
N89'52'41 "E
LOT 267
5750 SQUARE FEET t
i 12.0'
I
15.3' ':'1:'
40.0'
ONE STORY
CONCRETE BLOCK
RESIDENCE
FINISH FLOOR
ELE VA RON-16.19
I 3" C/W
I
m 'cV
T
WALK IS 9'J 10' UTILITY
0.1' OFF
EASEMENT
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
COMMERCE TITLE COMPANY
COMMERCE TITLE INSURANCE COMPANY
CTX MORTGAGE COMPANY, LLC
TI -------------
mN
a o
D
5.0' -
A
c
c W
O
I.^ O (jq
s V
z O
LOT 266
lJ
I _ _
TE.' 1
rqY„ 1I
A
WALK IS
0. 1' OFF
S89'52'41 "W NIo
S0.00' Vs
J,{ 1D
458.78' 15.79 im 194.25' FT1 PI _ 4- - — - N89'52'41"E
CENTERLINE OF)
61 RIGHT OF WAY WILSON BAY COURT
m I 50' RIGHT—OF—WAY
NOTE:
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY. IF ANY.
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 10-20-05, 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. BUILDING TIES SHOWN HEREON ARE TO
UNFINISHED FORMBOARD/FOUNDATION AND ARE
NOT TO BE USED TO RECONSTRUCT THE
BOUNDARY LINES.
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035
E. DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO
LIE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE
SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION.
PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION.
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY
VERTICAL CONTROL AS SHOWN.
IBEARINGS SHOWN HEREON ARE BASED IONTHEWESTERLYLINEOFLOT267
BEING N00'07'19'W, PER PLAT.
FIELD DATE:) 05/26/05
1" = 30 FEET
APPROVED BY: S3
PC
653.03' - V
LEGEND
BUILDING SETBACK LINE Q FND NAIL AND DISC
CENTERLINE LB 168(10/20/05)
RIGHT OF WAY LINE F140 1/2" IRON ROD AND CAP
f EXISTING ELEVATION 0 LB 16393 (10/20/05)
DENOTES DELTA ANGLE
A/C AIR CONDITIONER P) PER PLAT
C014CRETE PC DENOTES POINT OF CURVATURE
C CHORD LENGTH
PCC POINT OF COMPOUND CURVE
C.O. CHORD BEARING
PCP PERMANENT CONTROL POINT
CBW CHORDEBLOCK WALL PI
DENOTES POINT OF INTERSECTION CNA
CORNER NOT ACCESSIBLE PK
PO
PARKER
KALDIJ POINT
ON CURVE CP
CONCRETE PAD POl P01 IJT ON LINE CS
C/W CONCRETE SLAB CONCRETEWALKPRC DENOTES POINT OF REVERSE CURVATURE F.
E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY PRM PSMPERMANENT REFERENCE MONUMENT PROFESSIONALSURVEYORANDMAPPERFND10
FOU14D
IDENTIFICATION
PT
DENOTES POINT OF TANGENCY L
ARC LE14CTH R RPRADIUS RADIUSPOINT LB
LICENSED BUSINESS 5/W SIDEWALK LS
LICE14SED SURVEYOR TYP TYPICAL M)
MEASURED UP UTILITY PAD OHU
OVERHEAD UTILITY LII4E AMERICAN
SURVEYING & MAPPING CERTIFICATION
OF AUTHORIZATION NUMBER LB#6393 1030
N. ORLANDO AVENUE. SUITE B WINTER
PARK, FLORIDA 32789 (
407) 426-7979 THIS
IS A BOUNDARY SURVEY NOT VALID WITHOUT
THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER. FOR
THE
FIRM
JAY
ALES PSM 4997' DATE ASM45520
FORMBOARD 06/24/05 JP JOB
N0. 'PLOT
PLAN 2/23/05 KLE DRAWN
BY: LOT FIT 7/31/04 SOO C:\
n_•M•15\ASM4552U.dw9. 10/21/2005 1:16:24 PM
Goff 15-O
Permit # : 06 — 2936
Job Address: b b i ty l
Description of Work:
Historic District: Zoning:
CITY OF SANFORD PERMIT APPLICATION
Date:
Y6 .3f. A'
Value of Work: S
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets
Z
Plumbing Repair — Residential or Commercial
Occupancy Type: Residential t/ Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x)
Parcel #: (
Attach Proof of Ownership & Legal Description)
Owners Name & Address: eMf K
Phone:
Contractor Name &Address: 1`iC(fQ.t PI r l r% s$'F Ah2iloscST/ tit /r -72 -7
t
State Icense Number: L IY26 2y8
Phone & Fax: Yd S Z Contact Person: Phone: y "33
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer: Phone:
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requi men of Florida Lien 713.
Signature of Owner/Agent Date Si amre of Co c r Agent Date
D
rt &
Print Owner/Agent's Name Print ntractor/Agent's N
ko
Signature of Notary -State of Florida Date SI lh r"6 .T f Nw*vtte of Florida Date
ntlV EA. DE GRAVEMYCOAIMISSIONfDO16428064280
OF FIo`O ES: NovemberOwner/Agent is _ Personally Known to Me or Contractor/Age "Ibru eueg erjoaown to Me or
Produced ID Produced ID
APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD:
Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date)
Special Conditions:
CITY OF SANFORD PERMIT APPLICATION
Permit # : t,lL Date: q LC l 0 1
Job Address: \6Qf, Lot #:
t`
Description of Work: New Single Family Residence
Historic District: Zoning: Value of Work: S
Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service_ Temporary Pole
N-lechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential or Commercial
Occupancy Type: Residential i/ Commercial Industrial Total Square Footage:
Construction Type: # of Stories: _ # of Dwelling Units: Flood Zone: (FEMA form required for other than \)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address: CentexHomes 385 Douglas Avenue, Suite 2000
Altamonte Springs, FL 32714 Phone: 407-661-2150
Contractor Name & Address: Approved Electric Co. of Florida 4874 S. Orange Avenue
Orlando, Florida 32806 State License Number: EC0002494
Phone & Fax: Fax 407-851-1226 Contact Person: John Findlay_ Phone: 407-851-1220
Bonding Company:.
Address:
iYlortgage Lender:_
Address:
Architect/Engineer:
Address:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a
permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for
ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this
county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the pi
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID
Charles W. Cannon
Print Contractor/Agent's Name
q
Sighature of Notary -State o lorida 1 ate L -
U/L
Contractor/Agent is Personall Knowy o Me or,;,,;
Produced I 1.iW,D ARY n ter, rv,awa,ant:t e.
APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD:
Initial & Date) (Initial & Date) (Initial & Date) (initial & Date)
Special Conditions:
OfLPN" / '-)—.., r_-
t
r
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1`0 I.Vam i00{KIC smu TW.
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l[
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WM%:U (NR may 'WIA , TO Pvlo °" . IWSN TRU(• r0 N.OItT I4.. N II1..3/1' LMW Yttil 1tllYrtIM T/I/KL N°I o" lY1K 00 may 1 fCRM iMN901
tO.o. VItN 00 M 1/4• OINK W4M • t • .7 .
ImmV1 P(A DO 11r10[. amD[IM
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i i stt i111dtDt30G18aDOtl IWIK VOIDtIi= P.L tttfff DDD
MI 0. Der° x..1 d AAu.. er e.wrw Ir.Tn.1 a-e NOI'4.
CJ a0.1/-4646 M PA3Dow W40ATAPFMiCUV0.
w OESI'
N LOADS: +24.0 PSI & -24.3 PSF TnACIt ON
yp IM OC9CN D• rIK t1YP01RM trIMmahl W"s am -cc
TACK yx L1•Et K TNt I{uPOr13ORtr7 a/ M PKD/t111OY1 Of TEST WAGS: #30.0 PSI AT -37.0 PSF AWAIT o/
0001E 11=0 Kill Mt 9^01 l 01 I "hxm K AM W ACCOTID, 3' GtL .
Io G C&V. tTM Y-W• T040 3YDC D31T VIM cuwtw OADM OOOu MR TWIT Lb" {arm am IN 1-
1-2-1 o rrDM (19. NO L U" L= 04493 1`143 www .a Wil A PAM rK PART NO.: - ON DDRDu
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W /IW/l MW YQK 3GM Y.r •.wr aWw.. AILIINIM omlwa /
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ocs An w NX 2 UPTION;
NOOEL
UST W4 15-0 3 0-0: 24/-Z4.3 DE510N WAF, i BY:
e1131 DATE: 4/15/00 SCALE: NTS DWG. ED BY:
www DATE: s/1e/00 SNEET 1 of 1 SRE NO.: 102130
REV. NO. 1 I~T '
d a id>f'f'1•5
1
JT d , m LM
A
QFSIC
Single
E0y Themes-Tru Lin -Swing O.C. S-
Swing
Door Wood %tone+ System Single
PRFccURF
RATING: J
NAx Positive. 67.0 PSF Negative 67.0 PSF vn..
nr QVIEPALL NOMINu e11F• Single up to 5'4 Y B'O w/wo s:du'I.•a . B'
e Y 8'0 •/.o tidoli!ea • • '. .e •. Single
with $idelitea Positive 60.0 PSF Negative 60.0 PSF Double
u0 to e.
at r mr c• -a. OXxO Double
w/wo Sidelitea Positive 47.0 PSF Negative 47.0 PSF Nnc
tlz noX. OX X0. CENERAL h
RIETWIN• The head and side jambs are Fapaioint pine measu uV
a min. 4-9/16' with 1/2" rabbeted stop 4 J/18"
TAPCON IUIf 18'
0.0. 1/2* ORrWALL TYPE Njam
J' 3/1e•
UPCOM "' •' t . 2 restart+ TM Anuroa ;
1/2.°
IKlt wsowrr
unit
1 ; 2 FRlmld ,
2X ot Ix
etxx u' ..
o .,.., . J,
te. rcaN is , -t/r '' (
S- ,mot. 2) ; fMN n COMCRCIT -
L ,rAD .eud1
0
AKSONRr BLOCK ItUa Owe ED i,' 1qttsue-
aUCK , e .. • '' :,. ro Ix sue-eutx Ix Wj= Ilttrk
yy,.''49;` ;
r":: ::,.:, ..•: I/Y ISll ,. .• TYPE ANI:lpR amo tit% / Y
2
FatltlMC ,.. :X ,.• IMW TAPCON
OF:
FOWL 233 tD. SKIM
RATtND)3/16' TOWN
e YF yi!?`"'±
t>
UT8108• .e Jt K .
L .
J' 1AX. a _t 4' M 41 fSPAN / s
J .F,anru
mac
ywe fit; • S sari
wct j 0 Ix SUD-euac 1. This system
has been evaluated for use In locations [.dherinq to the Florida Building Code .: VVIIXAL SIDE JWR
and when "+sure npuinmenu as detemt;Aod by ASCE 7 lGnimum Design loads far Building* il To tyo
r. and Other Structures do not exceed the design prossurn ratings listed herein. zx SW 2.
For installations
where the sub -buck is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub -sections
1707.4.4.1 and 1707.4.4.2) Tapcon " concrete anchors must be used and the length must be
such that a minimum 1-1/4' engapnent of the Topcon into the masonry wall is obtained.
ur»rt DESIONATIDM Thermo-lry Ovt-S.knq Door Wool I romee System ' c;ICN PRFSSURF RATING:
S 1HAIt te• O.c.
a:
Sin Ie Positive 67.0 PSF Negative 67.0 PiF c
MLIY OVERAII NOu1NAl 517E S7rglo up to 3'4 + e'0 w/wo aww'tea g Y§ n
Doubts up to e'4 + WO ./.o aideGtes • • e •.
Single with Sndelites Positive 60.0 PSF Negative 60.0 PiF Q: eq
Jouble w/wo SWelites Positive 47.0 PSF Negative 47.0 PSF p mire•m r CONFlCURATIONS: X. Ox. x0. OXO. XX. OXXO IA = t
CO RAr DESCRIPTION.* The head and aids jambs on raKarjoint One •. ¢ p t\
measuring a min 4-9/le, with o t/2' rabbeted stop. d C67WISONRYL1NiEL •
t ,•• ',
3/16• TAPGON
TYPE ANCHOR J'
a
S •.. N •
rDs$Oj •' .
A "kSomm, LKSO/dYY BLOC+
v, ; .
4v
N
v•
MASONRY UNTEL 1 x 2 FURRING
N
4/2"
oRYWAurFMOR
PFW INS till
Fi1D JAMB
To
1.13• WR
SPOM SPACE'
e + 2-1/2'
s' PFH WS s-
INTER)OR
MaK
C-SNX
2c•_' VERTICAL SIDE JAMB
il:•: '.{.... TO 2X SUB -BUCK
t. nn
lv
2W ttAC m
H1Y SPACE t.23' Wr. 4
LUR 3
EBB
T' Z Lu
J/16• TAPCON , •j W
TYPE ANCHOR
5
c_maL 1 + 2 nRRlric Q
DRYWALL
VERTiC.u. SIDE JAMB Ix BIrCK
ro IX SUB -BUCK
AQM 1. This system has been evohwted for use In locations adhering to the norido Building Code
and when pressure requirements as determineo by ASCE 7 Minimum Design Loads for Buildings
end Other Structures do not exceed the design pnssure ratings listed herein.
2. For installations where the sub -buck Is less thru 1-1/2• (FBC section 1707.4.4 Anchorage Methods
and Rub -sections 1707.4.4.1 and 1707.4.4.2) T4pcon type concrete anchors must be used and the
length must be such that a minimum 1-1/4' engagement of the Topeon into the masonry well is obtained.
J. then using a IX sub -buck a 6-9/16• jamb is required to allow for min. edge spacing for Topcon type anchors
S/16. 7 WCON
TYPE ANCHOR
ELCx) TAPCOH OR EOUAL
2J3 LB. SHEAR FA71ND)
LWCON
L
ANCHOR
ANCHOR i
etJ.
6e4.JaJ1 DATE:
4/3/02 SCALE:
N.T,S. OWG.
BY: w,LN, CHIC
BY: R.W. DRAMNC
N0: T-
0220J fieF
1 p 1 MAx
le' o.c. s•
1 +
t nRRvmc p.
3n'n
dtODEi DESIGNA710Ph Thermo —TN In —Swing / OI.t—Swing Door Wood Frames System
MAVIMUM'OVERAI! NOMINAL S17E Single up io 5'4 x 8'0 is/wo sidetites
Double up to 84 x 8'0•v/wo sWat,tes
j'a•R E MFICURATIONS: X. OX. XO, OXO, XX, OXXU -• -
hCENER.LL DESCRIPnONr The head and side jombs ere fingerjoint pine '
measuring a min. 4-9/1!• with a 1/2• rabbeted stop.
DOUBLE 2X
7f -Ti. ' : i:•'o HEADER
i..
1/Y O Mwt= S/IrAINV/G
L MEADE'R
SINGLE !D, £ D ROOR
2X.STUD
J.
a
2X JACK STUD
PFM wS "
C-SW
23• uAz
SMU SPACE
wtr" sec .wte
1.13' loll
Era.
4FSICN PR ec IRE RMINC•:
Single Positive 67.0 PSF Negative 67.0 PSF
Single with Sidelites Positive.60.0 PSF Negative 60.0 PSF
Doubli w/wo Sidelitas Positive 47.0 PSF Negative 47.0 PSF
b
DOUBLF DOOR
1
Lts• iwr-I
I- - U SfNGjf OR DOUBIF DOOR 'WRH SIDELUES
a tiQIE:
T This system has been evaluated for use in locations adhering to the Florida Building Code
and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildia;s
and Other Structures do not exceed the design pressure ratings listed herein.
a CO
O00412
oo
N
ssSSQNv
S - Q.
Y
ma
Sld
9
al l.684—WI
CAM 4/s/n
SCAtL• KTS
awD on W.L.K.
CML Ur. Kw.
DRAMANG N0:
T-0220i
Yta t Yr
THERMA oTRU®
FIBER CLASSIGSSMOOTH STAR' I NSW WO" tVXXE AND DOUBLE WI&
WXIIITBfDBlTES. INSULATED RMWI ASS DOOR WITH WOW RFiAMES.
1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA
BUILDING CODE 1994 EDITION FOR MWMI-DADS COUNTY.
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS
SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI
SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1.
15*
THIS PRODUCT DOES NOT MEET THE WATER REOUIREMENTS
FOR MIAMI-OADE COUNTY.
6. MIAMI-DADS APPROVED IMPACT RESISTANT SHUTTERS
ARE REQUIRED FOR SIOFLITES ONLY.
7. SIDELITES ARE AN OPTION AND CAN BE USED IN A
SINGLE OR DOUBLE CONFIGURATION.
Face sheets: Fiberglass cvg. min, yield strength
Fyy(mim)-6,000 psi
SmoothStcr - 0.070 minimum skin thickness
Frberclosslc - 0.110' minimum skin thickness
Core deaian: Polyurethane foam core.
withl.9 tbs. density by BASF.
P jp jy0 The (SMC. ppaa el skin is constructed from a 0.070" thk. sheet compound The interior awity is filled with 1.9 tbs.
density BASF potyurethone foam. The po nel face dwets are glued to thewoodspecdIoib. IN `K krfch sbk s mi (arced with o rood lock block
measuring 25.51 x 14.0 bug at the slrAe and deodboll bWI;WL The hinge
SW is Finger Jointed Pine and the top and bottom rail am of o wood
carrlposlte materfoL In the double door appfcation the inactive door is Tufted
with an extruded aluminum astm of (wind Jander e) of 6063-T6 allay.
The from is consWcled from r prnfed pqre. The
header rs Ian o the side ppmmbs with (3) 16ga 1/ sown x 2' long
staples of each side. The muAiam are secwed together in a side6fe c Inuslrg /8 x 2' long PFH Wood Screws (6) =Caws per each muffion. Ilre units
use on Inswing Saddle threshold measuring 5.75' x 1.548'.
The sideWe ppaonr eels are sandwich glazed -7 9 & p'ece
come. y am dry glazed on the exterior with an 1 8 fhk collator
oh M tope (Sin-fl Tope)/24 ca si+co ne. The lite frames am held
wse0ner .d{I o 8 x 1 i
TABLE OF CONTENTS
DESCRIPTION
TYPICAL E EVATIONS h C NERAL NOT S
VERTICAL CROSS
HORIZONTALCROSS SECTIONHORIZONTALTCROSSSECTIONSkNOTESANCHINGLIONS8AICHOINGLOCHIONSuYGING0AILSUNITCOMPONENTBILLOFMATERIALSkUN17COMPONENTS
37.5 MAX.
OVERALL WIDTH
36" MAX: .{
PANEL WIDTH
T-
XU
T = ru
W =
a
J 8
O
O k:
o
n
N
N L
L00
ctNn c INSWING UNIT
V74.
5' MAX. OVERALL FRAME WIDTH --
36.625' MAX.
PANEL WIDTHWASTRAGAL
W
J
T
S V
3
NII
i.
Fes---- 105.5" MAX. OVERALL rwaMt wvin .
36.625' MAX. 15.5' MAX.
ASTRA FRAME WIDTH
D D
13.7s MAX.
I tr WIDTH
DESIGN PRESSURE RATING
UNIT TYPE
WRERrWATER INFILTRATION
R UIR M NT IS NOT NEEDED
SINGLE 67.0 PSF - 67.0 PSF
DOUBLE 55.0 PSF - 55.0 PSF
WITH I R
55.0 PSF - 55.0 PSF
68.5' MAX. OVERAL
36' MAX.
PANEL WIDTH
D
ICI ICI
IT
7.125" MAX.
O.L.O. WIDTH
15.5' MAX.
FRAME WIDTH
13.75' MAX.
WIDTH
7.125" MAX.
D.L.D. WIDTH
O>
o CO
o2 MC)
W
O W O
3Q00
00 a
FL®RM `LEDs(D.A].s7 am N.T.S.
T5
aar. or. RW
MANUACTURM. NQWv OPAWC lea.:
7--
S-2151
I f_ e,, f Y l J 1 or _
t
2 DOOR PANEL
ai p•.•
D ,
X 29
0 42
zY Q:
o..
p
cry 43c 33 op .
34 C o• SEE NOTE
41 G_r
W NOTE
1 SHT. 4 cui
5• MIN. a
GLASS THK.
4 B INTERIOR g
O 'o 25
0
h
Ili FOAM GASKET do N
aD SIUCONE CAP BEAD pa ' o• 0 6 n
op'O 1.68' MIN.
PANEL THK.
o ti •• p
1 p off•
a2
Q
4a O 06
000pLnI
c
2
S8Oto
O W O
310
a
z 13 SEE NOTE
14 5 SHT. 4 1113m Z
In 29
N
VLiMRS ItK
v 61J.8E4.J831
a' WL' 08 10 01
a
DWI. et: TJH
n
m m RW
I'11 1L+o Ill 0 LL'`
pA"iN "
S 2T—SIOELRE PAN .J,y 7LY-151
smw 1 or
SEE NOTE 2
SHT. 4 /--,
INACTIVE
ASTRAGAL RETAINER
BOLT 8.0' LG. TOP
BOTTOM (2) BOLTS
AT TOP & (2) AT BOTTOM
I"'\ HOR17ONTAL CRO99 SECTION
V 0 ASTRAGAL
EX=10
13
iNTERIO
1. 15' MIN.
EMS.
25- MAX. SHIM
15" MIN.
FSINKEENOTE
43SHT. 4 INTERIO
FOAM
CASKET & SILICONE
CAP BEAD iv
F V,
36
6 n 29
41 S
NOTE I C.
SHT. 4 0
SIDELITE To BUCK Lu
5. rl Cc
CN 0
co 0
co V)
6
ACTIVE
Lu
UJ, 00
co
xZ
z SEE
6 30 SHT.
4 FOAM CASKET & NOTE
43
SEE NOTE SILICONE
CAP BEAD 5
SHT. 4 n43 _
rx 1) EXTrRIO
I I I PEI, tln
INTERIOo6ztn 4
w
5
41
6
26
9 10 37
29
2 S NOTE I SHT.
4 SEE
NOTE 7
SHT. 4 c
HQ-RIZONTAJ 3
0 CROSS
HINGE
JAMB SECTION
TO
SIDELITE 813.
884.3831 CIENTRAIL
Ile `lRA m 08/10/0 10I
TRW
R§ANUFACTURER IU M-s r/2
om
or. RW S-
2151
1.15- MIN,
F. a • • EMBED.
1$' MIN.
C—SINK
F@rl
25 MAX.
SHIM SPACE
o S
SECTjQlJ
4 LATCH JAMB 70 BUCK,
NOTES:
1. SPACING FOR REM NO. 41 (LITE FRAME SCREWS) IS AS
FOUAWS: VERTICAL FROM THE TOP DOWN ON SIDES: 5.57
16.5', 27.57. 38.375. 49.375' h 60.375. HORIZONTAL
THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125-
IN FROM EACH CORNER
2. SPACING FOR REM N0. 27 (18 x 1' PANHEAD SCREW)
ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS
FOLLOWS: FROM THE TOP DOWN 1. 3, 57. 18.25.
40.5'. 59.25. 74.25. 76.25' h 78.25".
3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH
3) 16GA x 112' CROWN x 2' STAPLES AT BOTH SIDE.
4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH
2) 16GA. x 112' CROWN x 2.5' STAPLES AT BOTH SIDE.
5. THE SIDELRE IS DIRECT SET INTO THE JAMB WITH (12) ITEM
NO. 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) AT
EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5,
31-, 48.5- 66-. THERE ARE (2) AT THE -HEADER AT 4- IN
FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE
2) AT THE SILL 4' IN FROM THE OUTSIDE CORNERS'
6. SPACING FOR REM NO. 43 (18 x 2' SCREW) SECURING
THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER
ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP
FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7- O.C.
7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK
USE ITEM NO. 12 (110 x 2' SCREW). WHEN ATTACHING
THE HINGE TO THE JAMB AND THE SIDELRE AT THE
MULLION USE REM NO. 37 (110 9 1 3/4' SCREW).
o
a
1.IJ MITI.
EMBED. °
15- MIN. TPC-SINK '
z12
a
a P. —.. • o T
2
4 HINGE JAMB TO BUCK,
SEE NOTE
6 SHT. 4
FOAM GASKET do
SILICONE CAP BEAD
SEE NOTE
5 SHT. 4
i 7!L"
to
41
SEE NOTE:1 = a
SHT. 4
3 H I R
4 O STRIKE JAMB TO SIDELITE
rI cl .:M:.. A. rK
i6
10 SEE NOTE
7 SHT. 4
25' MAX.
SHIM SPACE
o a
IorlsuVr weave
613.664,3651
m: Ian
en RW
SEE NOTE
3 SHT. 4
SEE DETAIL "F" SHT. 5
B
6• 6" 6"
3• 3' 3
6" 6" 6
1 t I 1t3
I
TYP. SEE DETAIL
TYP.
SEE NOTE F' SHT. 5 SEE DETAIL
6 SHT. 4 SHT. 5
Typ'
SEE DETAIL SEE NOTE
13 G" SHT. 5
6 SHT. a
CTYP.
SEE DETAIL 13 SEE NOTE
il• SHT. 5 D! TYP.
4 SHT. 4
14
14
14
In
wi
SEE DETAIL_
G• SHT. 5
3ESHT. 4E
N
I I
3• 8 6
3 3" i-- 3• -
1 1- 6" 6-4
to
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JLN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.02
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June 21, 2002
Alan Plante, Chief Plans Examiner
Orange County Building Division
Administration Building, 1st Floor
201 South Rosalind Avenue
P.O. Box 2867
Orlando, FL 32802-2687
407) 636-5760
RE: Florida Extruders Fenestration MasterFile Update
Mr. Plante,
This letter updates and clarifies nomenclature regarding buck thicknesses
mentioned on Florida Extruder Window, Door and Mullion installation drawings
contained in the Orange County Fenestration Masterfile. Based upon the
discussions at the Mid -Florida Home Builders Association's meeting at their offices
on 3une 19, 2002, this letter was the agreed upon procedure for manufacturers to
clarify the issue of "IX Buck" thickness nomenclature used on installation drawings.
Builders/Installers when pulling permits for Florida Extruders windows will have to
include this letter with the installation details. Florida Extruders requests the
Orange County Building Division to file this letter against the Masterfile Numbers
and Installation Drawings Identified on the attached listing.
Based upon a review of the signed and sealed engineering produced by Uldon
Engineering Company for the methodology used in the development of Florida
Extruder's Window, Door and Mullion Installation drawings, the thickness of the
buck in non-structural applications (i.e., buck thickness less than 1 'A") does not
influence the lateral resistance capacity of the concrete screw (i.e. Tapcon).
Therefore, buck thicknesses less than 1 'h" are acceptable as non-structural
attachments when the window, door or mullion is installed using a 3/16'concrete
screw with a minimum embedment on 1 'ti'. Concrete Masonry Units should have a
wall thickness of 1 Y4' and a precast sill's thickness will exceed 1 "A'. The drawings
dearly delineate the requirement that a minimum embedment depth of 1 'k' must
be maintained by the installer. It is up to. the installer to use the appropriate length
concrete screw so as to maintain the required minimum embedment on 1 'A'.
Therefore, for Florida. Extruder installation drawings where a non-
structural buck is used, nomenclature such as "1X buck by others" or
similar statements shall be construed to mean that a buck thickness of less
than i Va" is acceptable. The definition of a non-structural buck is based
on Section 1707.4-4.2 of the Florida Building Code.
2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337
JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729
rJti ltll2
The attached table lists all Florida Extruder drawings in the Orange County
Fenestration Masterfile affected by this engineering statement. Any questionsshouldbeaddressedtotheundersigned.
Thank you.
Regards,
Robert J. Amoruso, PE
ratnoruso.oe@)floridaextruders com
Florida PE License No. 49752
Florida Extruders Intemational, Inc_
Certificate of Authorization No. 9235
Cc: Earl Moore/FEI
File
PE Sealing Statement:
The letter was signed and sealed
with an impression seal as required
by Section 61G25-23.001, F.A-C.
A rubber stamp seal was -also
applied to facilitate reproduction
for Orange County Building
Division Masterfile scanning.
n1e: ZW;1-LTR; ILIA-009
Flej.. P
N 0.4
P _ 03
ZI
c
r,ZI OZ
2540 Jewett Lane, Sanhvrd, FL 327YI-160o • (407) 323-3300 • Fax (407) 322-3337
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 35*LMR / Builder_ CENTER
Address: //&, WILLGWBAY RIDGE STREET Permitting Office: CITY OF SANFORD
City, State: LAKE MONROE , FL Permit Number. 04 - J 3 IVOwner. CENTEX HOMES Jurisdiction Number 691500
Climate Zone: Central
I. New construction orzdsting New - 12. Cooling systems
2. Single family or multi-fa,mly Single family - a. Central Unit Cap: 30.0 kDnift3. Number of units, if mule -family 1 - SEER.12.10
4. Number of BedrooQts 6 - b. Ccutral Unit Cap: 36.0 kBtu/hr5. Is this a worst case? Yes - SEER: 12.05 -
6. Conditioned floor area (W) 3515 ft' c. N/A
7. Glass area &_ type
a. Clear - single pane 418.0 ft' 13. Heating systems
b. Clear- double paue 0.0 ft' _ a. Electric Heat Pump Cap: 30.0 k13ta/hr C.
Tint/otber SHGC - single pane 0.0 ft, - HSPF: 7.55 d.
Tint/other SHGC - double pane 0.0 ft' b. Elccbric Heat Pump Cap: 36.0 k$tu/br 8. Floor Pipes a.
Slab -On -Grade Edge insulation R=0.0, 162.0(p) ft - C. N/A HSPF:
7.65 _ b.
Raised Wood, Adjacent R=11.0, 450.Oft' C.
N/A 14. Hot water systems 9.
Wall type a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=4.1, 1038.E ft' - EF: 0.86 b. Fmme, wood, Exterior R=11.0, 1405.0 ft' b. N/A c.
Frame, Wood, Adjacent R=11.0, 208.0 ft' d.
N/A e. Conscm6on credits c.
NIA 1Ht-Heat recovery, Solar 10.
Ceiling types DHP-Dedicated beat pump) a.
Under Attic R=30.0, 1998.0 to - 15. HVAC credits b.
WA CF-
Ceiling fan, CV -Cross venrilaaoo, e.
N/A IIF-Whole house fan, 11.
Ducts PT -Programmable Thermostat, a..
Sup: Unc_ Ret Unc. kH: Garage Sup. R=6.0, 1 A ft - M7-GMultizone cooling, b.
Sup: Unc_ Ret: Con. AH: Interior Sup_ R=6.0, 1.0 ft W-H-Multizonc heating) Glass/
Floor Area: 0.12 Total as -built points: 47484 PASS
Totalbasepoints: 50564 I
hereby certify that the plans and specifications covered by
this calculation are in complia he Florida Energy
Code. PREPARED
BY: DATE:
y SdiO hereby
certify that this building, as designed, is in compliance
with the Florida Energy Code_ OWNER/
AGENT: DATE:
MAY 0 5 200 Review
of the plans and specifications
covered by this calculation
indicates compliance with
the Florida Energy Code. Before
construction is completed this
building will be inspected for compliance
with Section 553.908 Florida
Statutes. P
BUILDING
OFFICIAL: -- DATE:
1
EnergyGaugeO (
Version: FtRCSB v32)
now
i
FORM 600A 2001
SUMMER CALCULATIONS
Residentiai Whole Building Performance Method A - Details
ADDRESS: , , ,
PERMIT #:
BASE AS -BUILT
FASESditioned X BSPM = Points Overhang
Type/SC Omt Len Hgt Area X SPM X SOF =Points
Floor Area
3516.0 25.78 16311.0 Single, pear NE 1.0 16.0 32.0 43.65 1.00 1393.3
18
Single, Gear NE 3.0 20.0 7.0 43.65 0.98 299.6
Single, Clear NW 1.0 17.0 32.0 37.74 1.00 1205.0
Single. pear SW 1.0 18.8 40.0 52.82 1.00 2110.6
Single, Clear SW 1.0 17.0 32-0 52.82 1.00 1688.1
Single, Clear SW 1.0 17.0 16.0 52.82 1.00 844.0
Single, Clear SE 1.0 17.0 32.0 56.64 1.00 1812.0
Single, Clear SE 1.0 17.0 32.0 56.64 1.00 1812.0
single. Clear NE 1.0 6-0 32.0 43.65 0.97 13562
Single. Clear NW 1.0 6.0 16.0 37.74 0.97 586.5
Single, Clear SE 1.0 6.0 16.0 56.64 0.96 8732
single. Clear SE 1.0 6.0 16.0 56.64 0.96 8732
Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6
Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2
Single. Clear NW 1.0 5.0 19.0 37.74 0.95 6842
Single, Clear NE 1.0 6.0 32.0 43.65 0.97 1356.2
Single. Gear NE 1.0 7.0 16.0 43.65 0.99 6882
As -Built Total: 418.0 20022.9
WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Adjacent 208.0 0.70 145.6 Concrete, Int Insul, Exterior 4.1 1038.6 1.18 1225.5
Exterior 2443.6 1.90 4642.8 Frame, Wood, E)dedor 11.0 1405.0 1.90 26695
Frame, Wood, Adjacent 11.0 208.0 030 145.6
Base Total: 2651.6 4788A As -Built Total: 2651.6 4040.6
DOOR TYPES Area X BSPM Points Type Area X. SPM = Points
Adjacent 0.0 0.00 0.0 t_xterior Wood 18.0 7.20 129.6
Exterior 38.0 4.80 182-4 E)derior wood 20.0 720 144.0
Base Total: 38.0 182A As_Built Total: 38.0 273.6
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1998.0 2.13 4255.7 Under Attic 30.0 1998.0 2.13 X 1.00 4255.7
Base Total: 1998.0 4255.7 As -Built Total: 1998.0 4255.7
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
174/J10/LeA3J 1J:M UtL H1K y 4b1bb14tR37 Ivu.'dCJ trrx04
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , ,
PERMIT #:
EoergyGauge"' QCA Form BMA-2001 EnergyGauge&F1aRES2001 FLRCS6 v32
04i30/-2003 15:00 DEL AIR 4 40766140e9 N0.425 D005
FORM 600A-2001-
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
PERMIT M
AS -BUILTBASE
GLASS TYPES Overhang18XConditionedXBWPM = Points
Orrtt Len Hgt Area XWPM X WOF = Poin -
Floor AreaType1SC
3515.0 5.86 3707.E Single, Gear NE 1.0 16.0 32.0 12.00 1.00 383.9
18
ship, clear NE 3.0 20.0 7.0 12.00 1.00 84.0
Single, Clear NW 1.0 17.0 32.0 12.23 1.00 391.0
Single. Clear SW 1.0 18.8 40.0 9.22 1.00 369.1
Single, Clear SW 1.0 17.0 32.0 9.22 1.00 295.3
Single, Clear SW 1.0 17.0 16.0 9.22 1.00 147.7
Single, Clear SE 1.0 17.0 32.0 8.34 1.00 2682
Single, Clear SE 1.0 17.0 32.0 8.34 1.00 268.2
Single, Clear NE 1.0 6-0 32.0 12.00 1.00 384.1•
Single, Clear NW 1.0 6.0 16.0 12.23 1.00 195.3
Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4
Single, Gear SE 1.0 6-0 16.0 6.34 1.02 136.4
Single, Clear Sw 1.0 8.0 16.0 9.22 1.01 149.1
Single. pear SW 1.0 6.0 32.0 922 1-01 298.2
Single, Clear NW 1.0 5.0 19.0 12.23. 1.00 231.8
Single, Gear NE 1.0 6.0 32.0 12.00 1.00 384.1
Single, Clear NE 1.0 7.0 16.0 12.00 1.00 192.0
As -Built Total: 418.0 4314.9
WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Adjacent 208.0 1.80 374-4 Concrete, Int Insul, Exterior 4.1 1033.6 3.31 3432.6
Exterior 2443.6 2.00 48872 Frame, Wood. Exterior 11.0 1405.0 2.00 2810.0
314A
Frame, Wood, Adjacent 11.0 208.0 1.80
Base Total: 2651.E 5261.6 As-8uiltTotal: 2651.6 6617.0
DOOR TYPES Area X BWPM = Points Type Area X WPM = Points
Ad0.0 0.00 0.0 Exterior Wood 18.0 7.60 7.
60 136.
8jacent 152.0 Exterior
38.0 5.10 193.8 Exterior Wood 20.0 Base
Total: 38.0 193.8 As4kAlt Total: 38.0 288.8 CEILING
TYPES Area X BWPM = Points Type R Value Area X WPM X WCM = Points Under
Attic 190.0 0.64 1278.7 Under Attic 30-0 1998.0 0.64 X 1.00 1278.7 Base
Total: 1998.0 1278-7 AS -Built Total: 1998A 1278.7 EnergyGaugeO
DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.2
04i302003 15:00 DEL AIR 4 40766140B9
FORM 600A-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , . ,
PERMIT #:
EnergyGauge"' DCA Forth 60OA-2001 EnergyGaugeGfRaRES'2001 FLRCSB V32
U4i36/G1jM5 it): ou UtL H i t< -) 44?fbb14U8'3 NU. 4-L5 64M7
i
I
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS I
Residential Whole Building Performance Method A - Details
ADDRESS:. , ,
BASE
WATER HEATING
Number of X Multiplier = Total
Bedrooms
6 2564.00 15384.0
PERMIT #:
AS -BUILT
Tank EF. Number of X Tank X Multiplier X Credit = Total
Volume Bedrooms Ratio Multiplier
50.0 0.86 6 1.00 2623.63 1.00 15741.8
As -Built Total: 15741.8
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total
Points Points Points Points Points Points Points Points
29496 5684 15384 50564 24914 6828 15742 47484
PASS
EnergyGaugeTm DCA Form 60OA-2001 EnergyGau9e&FlaRES'2001 FLRCSB V3.2
04/.94/2093 15 : 00 DEL R 1 R -) 4076614089 NU . 42b lAMU
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details I
ADDRESS: , , ,
r.NA=r+hrl ICY
PERMIT #-
COMPONtN s
612.112 Comply with efficienry requirements in Table 612_ Switch or dearly marked circuitWaterHeaters
breaker Medric or cutoff must be lded. External or built-in heat tra uin
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
mrer heads 1612.1
Distribution Systems 610.1
HVAC Controls 607.1
insulation 1604.1.602.1
All duds, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ceiflngs-Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGauge- DCA Form 600A-2001 EnergyGauge&RaRES'2001 FLRCSB v3.2
LrTAU7
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4
The higher the score, the more efficient the home.
1. New construction or existing New 12_ Cooling systems
2. Single family or multi -family Single family a- Central Unit
3. Number of units, if multi -family 1
4. Number of Bedrooms 6 b. Ccuu-9 Unit
S. Is ibis a worst case? Yes
6. Conditioned floor area (fe) 3515 ftc. N/A
7. Glass area dt type
a• Clear -single pane 418.0 ft' 13. Heating system
b. Clear - double paxic 0.0 fe a. Electric Heat Purup
c. Tint/oilier SHGC - single pane 0.0 ft'
d. Tint/other SHGC - double pane 0.0 fe b. Electric Heat Pump
8. Floortypcs
a. Slab -On -Grade Edge Insulation R=0.0, 162-0(p) ft c. N/A
b. Raised Wood, Adjacent R=l 1.0, 450.Ofe
c. N/A 14. Hot water systems
9. Wall types a- Electric Resistance
a. Concrete, Int Insul, Exterior R-4.1, 1038.E ft'
b. Frame, Wood, Extc rior R=11.0, 1405.0 fl b_ N/A
c. Frame, Wood, Adjacent R=l 1.0, 208.0 ft-
d. N/A c_ Conservation credits
e. N/A recovery. Solar
10 . Ceiling((-(
R-Heat
types DHP-Dedicated heat purW)
a- Under Attic R=30.0, 1998.0 fe 15. HVAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a_ Sup: Unc. Ree Una Ali: Garage Sup. R-6.0, 1.0 R RB-Attic radiant barrier,
b. Sup: Unc. Ret: Con_ AH: Interior Sup. R-6.0, 1.0 R M7 C-Multizone cooling,
MZ-H-Multizonc 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 hotne before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant feat}ues.
Builder signature: Date: MAY 0 5 2004
Address of New Home.116 WILLOWBAY RIDGE STcity/FLZip: LAKE MONROE/32747
Cap-. 30.0 kBwft _
SEER: 12.10 _
Cap: 36.0 kBtu/hr _
SEER: 12.05
Cap: 30.0 kBtuthr _
HSPF:7.55 _
Cap: 36.0 Otuft _
HSPF: 7.65
Cap: 50.0 gallons _
EF: 0.86
NOTE. The home's estimated energy performance score is only available through the FL41RES computer program.
This is not a Building Energy Rating. ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation),
your home may qualify for energy efficiency mortgage (EEAJ) incenrives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 321/63&1492 or see the Energy Gauge web site ar wwwfsec.ucfedre for
information and a list ofcerfified 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: 3514 8.29.01
109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
For
Notes: MOD13 3514
Weather. Orlando AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 38 °F Outside db 93 °F
Inside db 70 °F Inside db 75 °F
Design TD 32 'F Design TD 18 °F
Daly range M
hirr dy 50 %
Moisture difference 43 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Budding heat loss 46173 Bhh Structure 35939 Bbh
Ven&-dion air 0 Cfm Ventilation 1980 Btuh
Ventilation air loss 0 Btuh Design ternperdWre swing 3.0 °F
Design heat bad 46173 Btuh Use mfg. data n
Rate/swing multiplier 0.98
Infiltration Total sens. equip. bad 37161 Bfth
MetW Simplified Latent Cooling Equipment Load Sizing
quality Average
F 0 Internal gads 2300 Bbb
Ventilatim 2949 Btuh
Heatingg Coolingg Intlltration 5528 Bhh
Area (ft 3515 3515 Trial latent equip. load 10777 Bhh
Volume (ft) 28120 28120
Air do 0.70 0.40AGF Trial bad 47938 Bhh
Equiv.. (rim) 328 187 Req. capacity at 0.70% SHR 4.4 ton
Heating Equipment Summary Cooling Equipment Summary
We n1a Maka, Na
Trade Na Trade n/a
rt/a n/a
n/a
Efficiency n/a Efficiency n1aHeatinginputsensd* coo" 0
Heating output 0 Btuh Latent ctangg 0 Blih
Heatinq temp rise 0 "F TOW coolinq 0 Bt h
Actual ling fan 0 Cfm Actual coolkg fan 0 cfm
Heating air flaw factor 0.000 Cf TuBhh Cooring air flow factor 0.000 chvBhh
Spaoe the nostat n1a Load saersble heat ratio 0 %
Printout oatilied by ACCA b meet all reWwments of Manual J 7th Ed
ZL wr1ght5oft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10:16:47
ACC'A EAFilesUlFox 8 Jacobs 20021351413514.rsr Page 1
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Procedure A - Winter Infiltration HTM Calculation*
1. Whiter infiltration AVF
0.70 ach x 28120 fN x 0.0167 = 328 cfm
Isolated zones = 0 cfm
Total = 328 cfm
2 Whiter Mation load
1.1 x 328 cfm x 32 °F Wrber TD = 11548 Bbft
3. Weer Mation HTM
11548 Btuh / 392 ftZ Total window = 29.5 BtuhM2
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Surnrner infiltration AVF
0.40 ach x 2812D ft3
2 Summer nfilhaatim bad
1.1 x 187 cfm x 18
3. Summer nfiltrafim HTM
3712 Btuh / 392 ftZ
x 0.0167 = 187 cfm
Isolated zones = 0 cfm
Total = 187 cfm
F Su auTD = 3712 Btuh
Total window = 9.5 Btuh/fF
and door area
Procedure C - Latent Infiltration Gain
0.68 x43 gr/lb 'moist.diff. x 187 cfm = 5528 Bbh
Procedure D - Equipment Sizing Loads
1. Sensible sizing bad
Sensible ventilation bad
1.1 x 100 cfm vent x 18 °F SurrrnerTD = 1980 Bbh
Sensible bad for strucfiure (Line 19) + 35939 Btuh
Sum of ventilation and structure bads = 37919 Bhht
Rating and temperature swing muVfier x 0.98
Equipment sOM bad - sensilk = 37161 Bbh
2 Latent sizing bad
Latent ventilation load
0.68 x 100 cfm vent x 43 gr/Ib moistdiff. = 2949 Bbdh
Internal bads = 230 Bbti x 10 people + 2300 Btuh
Infiltration bad from Procedure C + 5528 Bbh
Eq #inert; s VM bad - latent = 10777 Btuh
No. of Firepbaoes is: 0
Prittout oertified by ACCA to meet all requirernents of Mamd J 7th Ed.
wrightsoft Righl-Suite Residential' 5.5.06 RSR26014 2002-Apr-04 10:16:47
ACCA E:1Files\f\Fox & Jacobs 20021351413514.rsr Page 1
PIGJiTd WORKSHEET
Infireouse.
DEL AIR HEATINGAR CONDITIONING,11 Job: 3514 8.29.01
109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (4071831-2665
ta
I Narnedicom EnfireHouse 21M I ZCNE2
2 Lo-ghdeqomdM 38M ft 170JD ft 210D ft
3 FborncinmEh
4 Ce&W CmA Op6nn 0 1 hockod d 0 ft d n 8.0 d n
TtFECF CI HTM Area Load Area Load Area Lood" Area
E)POSUFE NSOLI Hig I C;g OF) H19 C19 OF) Ht3 Cig fF) Ht9 C19 1119 Qg
5 Gross a UB 4.( ZI 12ii4 C
b M 3; U a 9( C
wdbad c 12C 2-1 I.E 1680 169C
partbors d 0.( O.0
e 0.( 0
f Of 0.
6 V*djAsard a 1C 37.( 3$4 11605 144 M. 17( 6N
gbssdoors b 8C 371 4( Im 14
HaakV C 9C 387 C I
d 01
e 0.(
71
ftdom and North 2D..4 El 1409 32 653 7M
gbssdms NE44W 0 0 0 0
C-" FJW 54., n 12621 104 qmB 128
SEGN 0.( 0 0 0
South 30. F 18C9 1499
Horz 0A 0 0 0
8 01,terdoom a 11A 18 Q 3E 717 484 3B 717 484
b JM l18 12 I 0 c10lo09
NEI al 14B 41 Zi 106C 4%4 2183 1000 48M 2183 epomd
b 13C I,, I P 246 91 78 246 91 VOL
ad c 12C Z 1. 151( 4319 2935 0 0 151( 4M partbors
d 0.( 0 0 0 ej
0, 0.. 0 0 f
0.( 0. 01 0 10
ceaings a 16G 1. 1.4 2DC 2154 28V 0 2D1( 2151 2827 b
0. 01 0 C C
0. OX 0 C d
0. 1 0.( 0 e
0. 0.( 0 f
0. 01 0 01 11.
Floors a 22A 25S a 171 4406 0 170 0 Nolo:
morn b 19S 1.1 0. 51E 586 0 0 51E 5B6 C
Of 0 0 0 C d
ox 0 0 b C I forslab
e Of 0 0 0 C kors)
f 1 01 0.1 1 0 a C 12
k0ration a 1 29-1 9.5 39q 11518 37121 ZZ2 ow 21012 1710 5n laiq 13
Sut*ta1bss*F&+ll+12 41975 23W6 Im LessedwdheafiV
0 LEi§§
kim 14
Dtrt lobs VA 4198 l(YA m 0A 183E A 15,
Tctal loss = 13+14 46173, 202lq 16
Irt gaits POO* @ 300 Ic 3000 7 210D 3 Appt
@ 1200 2 1800 2 1800 C 17
bURSHgzfm7+8..+12+16 32672 16530 Less
e&ff1j 000ing 0 0 Lew
kai tsb 0 1 0 coang
region 0 0 18
Duct gain - im, 3267 lN 1653 lay, 19
TdA RSH gi"17+18)'PLF 1J00 3MM DO 1 lDD 2D
1 Air required I — 1 2200 ZM I -j I 18=11 124 RilbLA
outfied by ACCA b meet A mqkwols of Maxd J 7th Ed. Right -
Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10:16:47 EAFi1esVNFox
8 Jacobs 200213514%3514.rsr Page 1
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R .lob: 3384 9.5.95
109 COMMERCE STREET, LAKE WARY. FL 3274&4;206 Wane: (407) 831-2665
project information..
For. CENTEX HOMES
Notes:
eesgn n formation
Weather: Orlando AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db i 38 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 32 OF Design TggD 18 OF
Rellative humidity 55
Moisture difference 37 gr/lb
Heating Summary
Building heat loss
Ventilation air
Ventilation air loss
Design heat load
Infiltration
Sensible Cooling Equipment Load Sizing
61228 Btuh Structure
100 cfm Ventilation
3520 Btuh Design temperature swing
64748 Btuh Use mfg. data
Rate/swing multiplier
Total sens. equip. load
Method Simplified
Construction quality Average
Fireplaces 0
Heating - Cooling
Area (ft 3588 3588
Volume (ft') 33350 33350
Air changes/hour 0.7 0.4
Equiv. AVF (cfm) 390 223
Heating Equipment Summary
Make n/a
Trade n/a
n/a
Efficiency
Heating Input
Heating output_
Heating temp nse
Actual'heating fan
Heating air flow factor
Space thermostat
n/a
0 Btuh
0 Btuh
0 cfm
0.000 cfm/Btuh
n/a
44442 Btuh
1980 Btuh
3.0 OF
0.98
45493 Btuh
Latent Cooling Equipment Load Sizing
Internal gains 1840 Btuh
Ventilation 2500 Btuh
Infiltration 5569 Btuh
Total latent equip. load 9909 Btuh
Total equipment load 55403 Btuh
Cooling Equipment Summary
Make n/a
Trade n/a
n/a
n/a
Efficiency
Sensible cooling
Latent cooling
Total cooling
Actual cooling fan
Cooling air flow factor
Load sensible heat ratio
n/a
0 Btuh
0 Btuh
0 Btuh
0 cfm
0.000 cfm/Btuh
0 %
BOIdli'aGC mvalueshavebeenmanually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
VV"O ttsoft Rifft-St&eResiderdialm5.0.45RSR26014 20o1-May-0319:11:16
E-W3es1cerAm&354113541U541a.rsr Page 1
RIGHT-J CALCULATION PROCEDURES A, B, Cl D
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 3384 9.5.95
109 COMMERCE STREET, LACE WARY. FL 32746-62M Phone: (407) 831-2665
Procedure A - Winter Infiltration HTM Calculation*
1. Winter infiltration AVF
0.7 ach x 33350 ft3 x 0.0167 = 390 cfm
Isolated zones = 0 cfm
Total = 390 cfm
2. Winter infiltration load
1.1 x390 - cfm x 32 OF Winter TD = 13723 Btuh
3. Winter infiltration HTM
13723 Btuh / 627 ftZ Total window = 21.9 Btuh/ftZ
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.4 ach x 33350 fV
2. Summer infiltration load
1.1 x223 cfm x 18
3. Summer infiltration HTM
4411 Btuh / 627 ftZ
x 0.0167 =
Isolated zones =
Total =
OF Summer TD =
Total window =
and door area
220 cfm
cfm
223 cfm
4411 Btuh
7.0 Btuh/ftZ
Procedure C - Latent Infiltration Gain
0.68 x37 gr/lb moist.diff. x 223 cfm = 5569 Btuh
Procedure D - Equipment Sizing Loads
1. Sensible sizing load
Sensible ventilation load
1.1 x 100 cfm vent. x 18 `F Summer TD = 1980 Btuh
Sensible load for structure (Line 19) + 44442 Btuh
Sum of ventilation and structure loads = 46422 Btuh
Rating and temperature swing multiplier x 0.98
Equipment sizing load - sensible = 45493 Btuh
2. Latent sizing load
Latent ventilation load
0.68 x 100 cfm vent. x 37 gr/lb moist.diff. = 2500 Btuh
Internal loads = 230 Btuh x 8 people + 1840 Btuh
Infiltration load from Procedure C . + 5569 Btuh
Equipment sizing load - latent = 9909 Btuh
Construction Quality is: a No. of Fireplaces is: 0
Boldrilalic values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
N""9ht50ft Rkgtd-Sude Residential— 5.0.45 RSR26014 2001-May-03 19:11:49
E1FBeslceMexL1541L3541U541a.rsr Page 1
a n e b c n 0 n 1 1 90 1.0 1.0 0.5 4.0 87.4 19.0 1.6
BR2
a n e b c n 0 A 1 1 90 1.0 1.0 0.5 5.0 54.4 23.0 1.5
BR3
a n w b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0
a n w b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 23.0 0.0
BATH3
BR5
a n w b c n 0 d 1 1 90 1.0 1.0 0.5 4.0 54.4 16.0 1.3
BATH 2
BR4
a n s b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 16.0 14.1
GAMEROOM
a n e b c n 0 d 1 1 90 1.0 1.0 0.5 5.0 54.4 32.0 2.1
a n e b c n 0 d 1 1 90 1.0 1.0 0.5 5.0 54.4 16.0 1.1
wngilt50ft 'jgWStde Residual"' 5.0.45 RSR26014 2001-May-03 19 11:49
A"CK 1ajw Paget
RIGHT,J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01
109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 631-2665
Prolect Information
For
Diasicin Information
Winter Design Conditions
Outside rib 38 'F
Inside db 70 "F
DesgiTD 32 °F
Heating Summary
BuBdng heat loss 46173 BhA1
Ventilation as 0 cfm
Vs 3 BfuhDTVentilation
4617Bluh Infiltration
Method
Simplified Fri
quality Average Hea
lg CooAng Area
ft 5 15 e (
tip Volum228120 28120 Air
0.70 40 187Equiv. AVF (dm) 328 Heating
Equipment Summary Male
n/a Trade
n/a Na
Efficiency
n/a Heating
irVA Healing
otAxA 0 Bfib HeaAclu
itemp rise AcA<1al
tong fan 0 0
Cf
cfm Heatingair
flow factor 0.000 drrBtuh Spaoe ttu
mostat n/a Summer Design
Conditions Outside db
93 `F Inside db
75 'F Design TD
18 'F Daiy range
M Relative hur
50 % Moishre difference
43 gr/b Sensible Cooling
Equipment Load Sizing Strudure 35939
Bhuh Verdation 1980
Bbih Design swingn
3.0F Use mfg.
Ralefs i
g nufVff 0.98 Total sens.
equip. bad 37161 Bkh Latent Cooling
Equipment Load Sizing Internal gams
2300 Btuh Ventilation 2949
Btuh Infiltatiort 5528
Bkh Total latent
equip. load 10777 Btuh Trial eeqL
qqxnert load Req tutafuapady
0.70% SHR >< 47938 4.
4
Bluh ton
at
CoolingEquipment
Summary We n/
a Trade n/
a n/a
n/a
Efficiency n/
a Sensor ameng
0 Btuh Latent 000fng
0 Bhh Tow000fing Actual
oo
fi no g fan0rimGoofingair
flow factor 0.000 dW Load sense
heat ratio 0 % Printout certified
by ACCA b rued all requ> enien,ts of Manual J 71h Ed. wrrghrtsoft Right -
Suite Residential" 5.5.06 RSR26014 2002-Apr-04 10:16:47 4C(>- E:
1FileslflFox 6 Jacobs 20021351413514.rsr Page 1
RIG"Td WORKSHEET
Entire ouse
DEL AIR HEATING)UR CONDMONING,R Job: 3514 8.29.01
109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (4071 831-2695
IVY YkY IJ: m m
1 Nanedrmn ErfeHouse 20 E1 ZO E2
2 LffEodexposedvrtt 38M ft 1700 It 2100 ft
3 fmmndlransbm
4 Ce11gs CorA Option 0 ira3tlod d 0 d o 0 d o
TYPECF CSr HTM Area Lood" Area Leader Arm LoadA4 Area
E)6a061IE N1 I C19 W) VN ag OF) Hb9 a9 ft') H g a9 tag ag
5 Gross a 14B 41 21 m 1261 C
E1 med b 13C U a SE C
v.1ob arci c 12C 1 1 1
par0isrs d 01 0
e
f0. 0.
6 ftida%ard a 1C 371 314 1 17L1
ghm doors b 8C 37 147L1
Hem c 9C 38.
e 0.
1 0.
7 ftxbnsand North 20. 1403 E3 37••••
oorsdd NE"N 0.0) 0
FNV 54.q 12EO 1N Sffit 121
SEGIV 0. 0
Sorin 30. m 1459 1
Horz 0. 0
8 Otxrdoas a 11A 1 12 717 4B4 1 71 484
b 1tA 18 12 0
c 0. OX C 0
9 NA a 148 4. 21 1 48B4 2183 Im 4884 2183
exposed b 13C 3 U 71 246 91 w 246 91
vvats and c 12C 1. 151 4349 29% 15
pattions d 0. O.C1 0
e 0. 0. 0
f 0. 0. 0
10 Ce&gs a 16G 1. 1. 2154 2BV 21
b 0. 0. 0
c 0. 0. 0
d 0. 0. 0
e 0. 0. 0
f 0. 0. 0
11 Floors a 22A 25 O-C 170 4406 0 1 4406
Nolo: room b 19G 1.1 0. 5 596 0 516
c 0. 0. 0
ns dspL d 0. 0. 0
brslab a 0. 0. 0
floors) f 0. 0. 0
12 hiflrabon a 1 29 9 332 115M 3712 2102 170 w 161
13 S&kJo lbm=&&+11+12 41975 2m"" im
LessederrdherLng
Lsstarda
1.yu.f...
14 Oud tlbss 10° 4198 Im m""Im in""IA
15 To" bss =13+14 46173 22R
16 kd gain FOO* Q 300 Ic 3X0 I 21CO 3
APPL 1 11 1
17 f4 RSHgair7+6.+12«16 33672
Less a wrnamdng 0
Lessrardr;r 0
Cooing redswx 6m 0
18 Dud gain. U 32E7 0 1653 0
19 Teti RSH gain--(17+18) PLF 1D0 3W) 2.00 1ID 1
20 Airmpred (cfln) 2200 2200 100D
Rwtod oaded by ACCA b med al mcjL erTlellts of Maid J M Ed
w-5ghtsOft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10:16:47
14CC3" E:1FilesV%Foa 3 Jacobs 200213514%3514.rsr Page 1
MSTR. BR
a n e c c n 0 d 1 1 90 1.0 1.0 1.0 52 54A 320 0.0
MSTR. BTHMIC
a n n c c n 0 d 1 1 90 1.0 1.0 1.0 32 20A 10.0 0.0
GAME RM
a n w c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54A 32.0 0.0.
a n w c c n 0 d 1 1 90 1.0 1.0 1.0 52 54A 16.0 0.0
wrjght5oft Right -Suite Residential" 5.5.06 RSR26014 2002-Apr-04 10:16:47
m E:1FilesVftFox & Jacobs 2002%351413514.rsr Page 2
RIGHT-J WINDOW DATA
DEL AIR HEATING,AIR'CONDITIONING,R Job: 3514 8.29.01
109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
W S D W G L S S O N A S O O W C W S
N K 1 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
LDY
BDRM6
a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 16.0 0.0
WIC/BTH2
FAMILY
a n e a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0
a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 32.0 0.0
NOOK/KITCHEN
b n e a C n 0 d 1 1 90 1.0 1.0 11.0 7.0 54A 40.0 0.0
DINING/LIVING
a n n a C n 0 d 1 1 90 1.0 1:0 11.0 5.2 20A 32.0 0.0
a n w a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0
BDRM2
a n w C C n 0 d 1 1 90 1.0 1.0 4.0 52 54.4 32.0 0.0
BDRM3
a n S C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 30.4 16.0 13.5
BTH3/WIC
BDRM4
a n S C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 30.4 16.0 13.5
BTH4
BDRM5
a n e C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54A 16.0 0.0
wrjghltsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10:16:47
4CCK E:1FUes%AFox 3 Jacobs 2002%351413514.rsr Page 1
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01
109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 931-2665
Procedure A - Winter Infiltration HTM Calculation'
1. Writer infiltration AVF
0.70 ach x 28120 fP ' x OD167 = 328 cfm
Isolated zones = 0 cfm
Total = 328 cfm
2 Writer ration bad
1.1 x 328 cfm x 32 °F VWierTD = 11548 Bbb
3. Writer i b-anon HTM
11548 Bbh / 392 R2 Total window = 29.5 BtuhM2
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Swirrier i I ation AVF
0.40 ach x 28120 ft3
2 SLffnmer iifli Nation bad
1.1 x 187 cfm x 18
3. Summer rMation HTM
3712 Bbh / 392
x 0.0167 = 187 cfm
Isolated zones = 0 cfm
Total = 187 cfm
F SummerTD = 3712 Bb lh
Total window = 9.5 Btuh/ft2
and door area
Procedure C - Latent Infiltration Gain
0.68 x43 gr/Ib moistdiff. x 187 cfm = 5528 Bbtr
Procedure D - Equipment Sizing Loads
1. Sensible siting bad
Sensible ventilation bad
1.1 x 100 cfm vent x 18 °F &rrrnerTD = 1980 Bbh
Sensible bad for shwWre (Line 19) + 35939 Btj1
Sum of ventilation and stud ue bads = 37919 Bhh
Rabig and terripa-Alie swag multipfier x 0.98
Eq *mer d s¢ilg bad - Sensible = 37161 Bbh
2 Latent sizing bad
Latent ventilation bad
0.68 x 100 cfm vent x 43 gr/Ib moistdiff. = 2949 Bbh
Internal bads = • 230 Bbh x 10 people + 2300 Bbh
Wiltration bad from Procedure C + 5528 Bbh
Equprnerlt smrg bad - btat = 10777 Bbh
CorWACtion Quality is: a No. of Rephoes is: 0
RrW certified by ACCA to meet all mq xernenls of Manual J 7th Ed.
t WryghtSQft Right -Suite Residential" 5.5.06 RSR26014 2002-Apr-04 10:16:47
CCK E:1FilesVXFox d Jacobs 200213514L7514.rsr Page 1
MSTR. BR
a n e c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54A 32.0 0.0
MSTR. BTHNVIC
a n n c c n 0 d 1 1 90 1.0 1.0 1.0 32 20A 10.0 0.0
GAME RM
a n w c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 320 0.0
a n w c c n 0 d 1 1 90 1.0 1.0 1.0 52 54A 16.0 0.0
wnghtsoft Right -Suite Residential' 5.5.06 RSR26014 2002-Apr-04 10:16:47
j4CCA E:%FileslflFox 8 Jacobs 20021351413514.rsr Page 2
RIGHT-J WINDOW DATA
DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01
109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 631-2665
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
LDY
BDRM6
a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 16.0 0.0
WIC/BTH2
FAMILY
a n e a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0
a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 32.0 0.0
NOOK/KITCHEN
b n e a C n 0 d 1 1 90 1.0 1.0 11.0 7.0 54.4 40.0 0.0
DINING/LIVING
a n n a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 20.4 32.0 0.0
a n w a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0
BDRM2
a n w C C n 0 d 1 1 90 1.0 1.0 4.0 5.2 54.4 32.0 0.0
BDRM3
a n S C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 30.4 16.0 13.5
BTH3MIC
BDRM4
a n S C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 30A 16.0 13.5
BTH4
BDRM5
a n e C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54A 16.0 0.0
C Wflght501t Right -Suite Residential' 5'.5.06 RSR26014 2002-Apr-04 10:16:47
ACCA E:\Files\flFox d Jacobs 2002%351413514.rsr Page 1
RIGHT-J WINDOW DATA
DEL AIR HEATING,AIR CONDITIONING,R
lob: 3384 9.5.95
109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
W
N
D
W
S
K
Y
D
I
R
W
A
G L S
L O T
Z E M
S O N
N HHVG
D G Z L O
0
X
O
Y
H
T.
H
M
N
R
H
R
SITTING
a
a
a
c
n
n
n
n
ss
Se
se
a
b
b
c n 0
c n 0
c n 0
d 1
1 90 1.0 150
d 1 1 90 1.0 10.0 2.0
6.0
8.0
430.41.0
47 .4
19.0
20.0
19.0
20.0
MASTER BEDROOM
a n a c n 0 d 1 1 90 1.0 1.0 1.5 6.0 20.4 9.0 0.0
MASTER BATH
a
a
a
n
n
w
sw
b
b
c n 0
c n 0
d 1 1 90 1.0
d 1 1 90 1.0
1.0
1.0
1.0
1.0
5.0
5.0
54.4
47.4
16.0
12.0
0.0
1 .5
FOYER
a n w a c n 0 n 1 1 90 1.0 1.0 9.5 2.0 87.4 12.0 0.0
DINING
a n w a c n 0 d 1 1 90 1.0 1.0 10.0 6.5 54.4 39.0 0.0
KITCHEN
LAUNDRY
a n s a c n 0 d 1 1 90 1.0 1.0 11.0 3.0 30.4 7.0 0.0
BREAKFAST
a n s a c n 0 d 1 1 90 1.0 1.0 11.0 6.0 30.4 39.0 0.0
FAMILY
a
a
b
n
n
n
e
n
a
a
c n 0
c n 0
d 1 1 90 1.0
d 1 1 90 1.0
5.0
29.0
1.0
1 1.0
1.0
6.0
8.0
54.4
20.4
39.0
48.0
20.5
0.0
0 0
LIVING
a
b
c
n
n
e
e
a
a
c n 0
c n 0
n 1 1 90 1.0
d 1 1 90 1.0
11.0
11.0
2.0
2.0
3.0
8.0
87.4
54.4
6.0
6.0
6.0
14.3
20014Aay-M 19.11:49
1 wrnghtsoft RWd-Suite Residential- S.0.45 RSR26014 Page 1
E:*tlesl6eideA3541a541\3541asw
RIGHT-! WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R .lob: 3384 9.5.95
109 COMMERCE STREEr. LAKE MARY. FL 3274"M Phone. (407) 831-2665
1
MANUAL 17th Ed.
Name of room Entire House ZONE 1 ZONE 2
2 Length of exposed wall 415.0 ft 238.0 ft 177.0 ft
3
4
Room dimensions
Ceiings Condit. Option 9.0 ft heat/cool d 9.8 ft heat/cool d o 8.3 It heat/cool d o
TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
Clg
Area
Htg CIgEXPOSURENOHtgIClgft) Htg I Clg ft) Htg I Clg ft-) Htg I
5 Gross a 148 4.6 2.1 1764 1764
270
0
1440Exposedb122.9 1.9 1710
0wallsandc13.2 12 308 308
partitions d 00 0.0 0 0 0
e 0.0 0.0 0 0 0
0f0.0 0.0 0 0
6 Windows and a IC 37.0 421 15560 260 9610 161 5951
0
glass doors b 8C 37.0 112 4140 112 4140 0
Heating c 9C 38.7 36 1394 36 1394 0 0
d 0.0 0 0 0 0 0 0
e
f
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
7 Windows and North 21.1 236 4988 214 4533 22 456
0
l
doorsFoolingCooling
NE/NW-
ENV
39.4
58.4
12
244
473
14228
12
106
473
6177
0
137 8051
SE/SW 47.4 10 497 10 497 0 0
South 30.4 67 2034 65 1976 2 58
Horz 0.010 0 0 0 0 0
8 Other doors a 10 14.7 9.9 58 854 576 58 854 576 0 0 0
b 0.7 0.0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0
9 Net a 148 4.6 2.1 1407 6483 2897 1407 6483 2897 0 0 0
exposed b 12C 2.9 1.9 1458 4199 2834 179 516 348 1279 3684 2486
walls and c 13C 3.2 1.2 290 914 339 290 914 339
0
0
0
0
0
0
0
partitions d 0.0 0.0 0 0 0 0 0
0 0 0 0
e
f
0.0
0.0
0.0
0.0
0
0
0
0
0
0
0
0
0
0 0 0 0 0
10 Ceilings a 16 1.1 1.4 2109 2227 2922 668 705 926 1441 1521 1997
b 0.0 0.0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0
d 0.0 0.0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 25.9 0.0 238 6169 0 238 6169 0 0 0 0
Note: room b 20C 2.3 1.0 0 0 0 0 0 0 0 0 0
Perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0
1s displ. d 0.0 0.0 0 0 0 0 0 0 0
0
0
0
0
0
for slab a 0.0 0.0 0 0 0 0 0 0
0 0floors) f 0.0 0.0 0 0 0 0 0 0 0
12 Infiltration a 21.9 7.0 627 13723 4411 4661 10199 32781 161 35241 1133
13 Subtotal loss=6+8. +11+12 55662 40983 14679
Less external heating 0 0 0
Less transfer 0 0 0
14 Dud loss 100 5566 100 4098 100 1468
15 Total loss = 13+14 61228 45081 16147
16 Int. gains: People @ 300 8 2400 6 1800 2 600
0App. @ 1200 2 1800 2 1800 0
17 Subtot RSH gain=7+8.+12+16 40401 25620 14781
Less external cooling 0 0 0
0
Less transfer 0 0
18 Dud gain 10° 4040 100 2562 10° 1478 19
Total RSH gain=(17+18)'PLF 1.00 44442 1.00 28182 1.00 16259 20
Air required (cfm) 220012200 1400 1400 800 800 Printout
certified by ACCA to meet all requirements of Manual J 7th Ed. wr
ghtsOTt RW*I-uftResiderdW-5.0.45RSR26014 2001-
Mayfi31911:49 A-
C- E 1FdesVeMexl%41%354113541 a.rs Page 1
PLOT PLAN
DESCRIPTION: (AS FURNISHED)
LOT 150, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
LOT 145 IMPERVIOUS CALCULATIONS (LOT ONLY)
d" LOT .146
LOT 150 CONTAINS 7754 SQUARE FEET t (LOT ONLY)
THIS STRUCTURE CONTAINS 2000 SQUARE FEET t
TOTAL CONCRETE 556 (WITHIN LOT ONLY) SO. FT. t
TOTAL SOD 5198 SO. FT. t
PERCENT OF CONCRETE & STRUCTURE TO LOT 33% t
GRA' IIC SCALE
1 G ''
crWtiAgr rnnTAr-r hip Tn e4fQAl
0 15 30
LOT 151 W
AftREVIECIY OF sAN
bNED
0RD
I \ 0)
co .
p 1
2
M 4OI
Z v4F
PROPOSED
3514 -D
FINISHED FLOOR
ELEVATIONm14.70
g
I G
s.o " COVERED
14.9'- 14.3 r ENTRANCE
e
4
1
1
I _
I .
i
p' UTILITY
L EASEMENT
29. 5
u
0
20.7'
ik• N
IT (AN
I-4 m o
A/C
Q
I1III
III
i
11
I j
MI
55473'it'E 1 75 '4g•w2M0- 0
T81.6q•
WILLOWBAY RIDGE STREET
50' RIGHT-OF-WAY
BUILDING SETBACKS
FRONT: 25'
REAR: 20'
SIDE: 5'
CORNER: 15'
PREPARED FOR:
CENTEX HOMES
1. ELEVATIONS SHOWN ARE PER LOT GRADING
PLANS PROVIDED BY THE CLIENT.
THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES
ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF
THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION
LIST FOR CONSTRUCTION.
ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA
FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES
ONLY.
THIS IS NOT A SURVEY
THIS IS A PLOT PLAN ONLY
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL
NO 120294 0035 E DATED 4/17/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO UE IN ZONE X.
AREA OUTSIDE 100 YEAR FLOOD PLAIN.
THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION. PLEASE CONTACT THE LOCAL
BEARINGS SHOWN HEREON ARE BASED ON
THE NORTHWESTERLY LINE OF LOT 150
BEING S35'36'49'W PER PLAT.
FIELD DATE:)
REVISED:
SCALE: I" = 30 FEET
APPROVED BY. SJ
JOB NO. ASM39762
PLOT PLAN 05/03/04 SOO
DRAWN BY: ILOT FIT 01-15-o3_CKB
LOT 150 UP TO CURB CONTAINS 8542 SQUARE FEET t
THIS STRUCTURE CONTAINS 2000 SQUARE FEET f
CONCRETE 974 SO. FT. t INCLUDING (SIDEWALK/APRON)
TOTAL SOD 5568 SO. FT. t
LOT 149 A--11'42/491/
L= 40.89'
R=200.00'
CB=S60'14'35"E
C=40.82'
J
6-35'37'13'
C pFEWARIGHT-
L=139.88'
R=225.00'
CO-S72'11'47-E
C-137.64'
LEGEND
BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH
CENTERLINE POD POINT ON BOUNDARY
RIGHT OF WAY LINE
PCC POINT OF COMPOUND CURVATURE
PROPOSED ELEVATION
POC POINT ON CURVE
OR OFFICIAL RECORD
PROPOSED DRAINAGE
PO PLANNED DEVELOPMENT
FLOW p DENOTES DELTA ANGLE
CONCRETE L DENOTES ARC LENGTH
C.B. DENOTES CHORD BEARING
LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE
LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION
PRM PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE
PCP PERMANENT CONTROL POINT PT DENOTES POINT OF TANGENCY
SP) PER PLAT TYP TYPICAL
lM) MEASURED A/C AIR CONDITIONER
FND FOUND COW CONCRETE BLOCK WALL
C/W CONCRETE WALK RP RADIUS POINT
S/W SIDEWALK CS CONCRETE SLAB
C4T CONCRETE PAD C CHORD LENGTH
PB PLAT BOOK SO. FT. SQUARE FEET
R RADIUS NG NATURAL GRADE
PGS PAGES R/W RIGHT-OF-WAY
1. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT
OF WAY, RESTRICTIONS OF RECORD WHICH
MAY AFFECT THE TITLE OR USE OF THE LAND
2. NO UNDERGROUND IMPROVEMENTS HAVE BEENNoLOCATEDEXCEPTASSHOWN.
3. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LBB6393
1030 N. ORLANDO AVENUE, SUITE B
WINTER PARK, FLORIDA
32789 (407) 426-7979
FOR
THE
FIRM
A R. M SCATELLO JR. PS #4 28 DATE
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53906901
HANGER LEGEND
TYPE DESCRIPTION
HUS 28 AaMM DVTY — RW
1 r HHUS29-2 2—PLY nnAss—Awr
ADD FILLER
PIECE OF SAME
GRADE LUMBER
TO FILL
OUT HANGER
Universal Forest Products /
Re: 54600825
Centex Homes Orlando 2509 A & B 2nd Floor 111 Lake Monroe
The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under
my direct supervision. Pages or sheets covered by this seal include the following:
53907903 FT1
53907903 FT2
53907903 FT3
53907903 FT4
53907903 FT5
53907903 FT6
53907903 FT7
53907903 FG7
53907903 FT8
53907903 FT9
53907903 FT10
53907903 FT11
53907903 FT12
53907903 FT6A
Loading (psf) TCLL 40 TCDL 10 BCLL 0 BCDL 5
My license renewal date for the state of Florida is February 28, 2005
tl es- "4- 5/6/2004
John , Presley License # 55 86
The'seal on this drawing indicates acceptance of professional engineering responsibility solely for the
truss component(s) listed and attached. The suitability and use of each component for any particular
building is the responsibility of the building designer, per ANSIITPI-2002 Sec. 2.
Eastern Division
5631 South NC 62 Burlington, NC 27215 Tel: (336) 226-9356 Fax: (336) 476-9146
53907903 I FT1 I FLUOR
a
Reference
Inc. Mon May 12 13:07:31 2003
7.11-721
axe FP=
S B C D E F O H I J K L M N O P O q
3x4 = 3xe FP=
20-10-8
LOADING (psf) SPACING 2-0-0 CSI • DEFL in loc) Vdefl PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a TL20 245/193
TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 S n/a
BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 92 lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6.0-0 oc purlins, except end verticals.
BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4 X 2 SYP No.3
OTHERS 4 X 2 SYP No.3
3x4 =
A
REACTIONS (lb/size) AJ=52/20-10-8, S=29/20-10-8, AI=147/20-10-8, AH=147/20-10-8, AG=147/20-10-8, AF=147/20-10-8, AE=147/20-10-8, AD=147/20-10-8,
AC=145/20-10-8, AA=145/20-10-8, Z=147/20-10-8, Y=147/20-10-8, X=147/20-10-8, W=147/20-10-8, V=145/20-10-8, U=153/20-10-8, T=116/20-10-8
Max Horz AJ=6(load case 1)
FORCES (lb) - First Load Case Only
TOP CHORD AJ-AK=-48, A-AK=-48, S-AL=-23, R-AL=-23, A-B=-6, B-C=-6, C-D=-6, D-E=-6, E-F=-6, F-G=-6, G-H=-6, H-1=-6, I-J=-6, J-K=-6, K-L=-6, L-M=-6, M-N=-6,
N-0=-6, O-P=-6, P-O---6, Q-R=-6
BOT CHORD AI-AJ=0, AH-AI=0, AG-AH=O, AF-AG=O, AE-AF=O, AD-AE=O, AC-AD=O, AB-AC=O, AA-AB=6, Z-AA=6, Y-Z=6, X-Y--6, W-X=6, V-W=6, U-V=6, T-U=6, S-T=6
WEBS B-AI=-133, C-AH=-134, D-AG=-133, E-AF=-133, F-AE=-133, G-AD=-133, H-AC=-133, J-AA=-133, K-Z=-133, L-Y=-133, M-X=-133, N-W=-134, O-V=-132,
P-U=-138, O-T=-108
NOTES (6)
1) All plates are 1.5x3 TL20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or
restrained by other means.
6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903
Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT1
0mm
53907903 IFT2
I ! 1-3-0I
FLOOR I9 I 1 I
irlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003
if- 4-8 i
3x4 =
3x5 = 3x8 FP= 3x4 = 1.50 II 3x4 = 3x4 =
B c n c o n
riando/2509 2ndf1sk/3-31-3
rence (optional)
ldustries, Inc. Mon May 12 13:07:32 2003 Page 1
Scale - 1:34.
5x4 =
3x4 = 3x5 = 1.5x3 =
Y 1--!
30 = 5x5 = 3x5 = 30 = 3x4 = 1.50 II 300 M1118H FP= 3x4 = 3x5 = 5x5 = 3x4 -
3x4 =
1-6-0 4-0-0 6-6-0 9-0-0 10-7-8 11-10-8 14-4-8 16-10-8 194-8 20-10-8
20-10-8
LOADING (psf) SPACING 2-0-0
TCLL 40.0 Plates Increase 1.00
TCDL 10.0 1 Lumber Increase 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2001
LUMBER
TOP CHORD 4 X 2 SYP No.2
BOT CHORD 4 X 2 SYP SS
WEBS 4 X 2 SYP No.3
CSI DEFL in loc) Vdefl PLATES GRIP
TC 0.71 Vert(LL) -0.45 O-R >555 TL20 245/193
BC 0.71 Vert(TL) -0.61 Q-R >405
WB 0.60 Horz(TL) 0.10 L n/a
Matrix) 1st LC LL Min Vdefl = 360 Weight: 108 lb
BRACING
TOP CHORD Sheathed or 5-3-11 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) L=1128/0-3-8, W=1128/0-8-0
FORCES (lb) - First Load Case Only
TOP CHORD W-X=-1122, A-X=-1121, L-Y=-1123, K-Y=-1121, A-B=-1162, B-C=-2934, C-D=-4088, D-E=-4088, E-F=4800, F-G=-4800, G-H=-4704, H-1=-4103, IJ=-2930,
J-K=-1164
BOT CHORD V-W=58, U-V=2195, T-1.11=3641, S-T=4530, R-S=4800, Q-R=4800, P-O=4548, O-P=4548, N-0=3636, M-N=2196, L-M=58
WEBS K-M=1503, A-V=1501, J-M=-1436, B-V=-1436, J-N=1021, B-1.1=1028, I-N=-982, C-U=-983, 1-0=649, C-T=622, H-O=-620, E-T=-615, H-0=216, E-S=366,
G-O=-131, F-S=-161, G-R=-78
NOTES (3)
1) All plates are TL20 plates unless otherwise indicated.
2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or
restrained by other means.
3) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
6ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903
Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT2
Job Truss Truss Type Qty Ply Centex-Orlando/2509 2nd/jsk/3-31-3
53907903 FT3 FLOOR 1 1
Job Reference (optional)
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Mon May 1213:07:32 2003 Page 1
I
smla . i:zo.
A B C D E F O H I J K
T
c
Y
3x4 - 3x4 -
12-10-0
12-10-0
LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a TL20 245/193
TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 L n/a
BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min Udell = 360 Weight: 58 lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc pudins, except end verticals.
BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4 X 2 SYP No.3
OTHERS 4 X 2 SYP No.3
REACTIONS (lb/size) V=52/12-10-0, L=27/12-10-0, U=148/12-10-0, T=147/12-10-0, S=147/12-10-0, R=147/12-10-0, Q=147/12-10-0, P=147/12-10-0, 0=145/12-10-0,
N=153/12-10-0, M=113112-10.0 FORCES (lb) - First Load
Case Only TOP CHORD V-W=-
48, A-W= 48, L-X=-21, K-X=-21, A-B=-5, B-C=-5, C-D=-5, D-E=-5, E-F=-5, F-G=-5, G-H=-5, H-I=-5, I-J=-5, J-K=-5 BOT CHORD U-V=
5, T-U=5, S-T=5, R-S=5, Q-R=51 P-0=5, O-P=5, N-0=5, M-N=5, L-M=5 WEBS B-U=-133,
C-T=-134, D-S=-133, E-R=-133, F-O---133, G-P=-134, H-O=-132, I-N=-139, J-M=-107 NOTES (6) 1) All
plates are
1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous
bottom chord bearing. 3) Truss to be
fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced
at 1-4-0 oc. 5) Recommend 2x6 strongbacks,
on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
6) Truss shall be
fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within
4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for
the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific
building and governing odes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may
relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss
designer. LOAD CASE(S) Standard
Customer No: 11045 Customer
Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509 A&
B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT3
Job Truss Truss Type Oty Ply Centex-Odando/25092nd/jsk/3-31-3
53907903 FT4 I FLOOR 1 1
Job Reference optional)
Universal Forest .Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 12 13:07:33 2003 Page 1
1-3-0 ; 1-2-0
Scale -1:11.
1.5x3 = 3x4 = 3x4 =
A 3x4 - B C 3x4 - D
1.5x3 =
K
1 1 1
0
1
Lt L y
3x4 = 1.5x3 11 1.5x3 II 3x4 =
I H 0 F E
3x4 = 3x4 =
1-6-0 2-9-0 , 4-2-0 5-5-0 6-11-0
6-11-0
Plate Offsets X Y : B:0-1-8 Ede C:0-1-8 Ede D:0-1.8 Ed e
LOADING (psf)
TCLL 40.0
SPACING 2-0-0
Plates Increase 1.00
CSI
TC 0.30
DEFL in (loc) 1/dell
Vert(LL) -0.01 H >999
PLATES GRIP
TL20 245/193
TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.01 H >999
BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 E n/a
BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 39 lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4 X 2 SYP No.3
REACTIONS (lb/size) J=360/0-8-0, E=360/0-8-0
FORCES (lb) - First Load Case Only
TOP CHORD J-K=-355, A-K=-354, E-L=-355, D-L=-354, A-B=-283, B-C=-530, C-D=-283
BOT CHORD I-J=18, H-1=530, G-H=530, F-G=530, E-F=18
WEBS D-F=360, A-1=360, C-F=-336, B-6-336, B-H=11, C-G=11
NOTES (2)
1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or
restrained by other means.
2) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903
Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT4
Job Truss Truss Type Oty Ply tex-Orlando/2509 2ndlsk/3-31-3
53907903 FTS FLOOR -. 1 1 Tjob Reference (optional)
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Mon May 12 13:07:33 2003 Page 1
113-U 0f110
scab: 3/9•.1
5x4 = 3x4 = Sx4 =
1.5x3 = 30 = 3x4 = 3x6 FP= 1.5x3 II 1.5x3 II 3x4 = 3x4 = 3x4 = 1.5x3 =
A a C D E F D H I J K
W X o
U. T S R O P O N M
3x4 = 5x5 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x10 MII18H FP= 5x5 = 3x4 =
3x4 =
1-6-0 4-0-0 6-6-0 9-0-0 10-2-0 12-8-0 15-2-0 17-8-0 19-2-0
19-2-0
Plate Offsets X Y : A:Ed a 0-1-8 K:0-1-8 Ede 0:0-1-8 Ede R:0-1-8 Ed e
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.32 O-R >706 TL20 245/193
TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.44 O-R >514
BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(fL) 0.08 L n/a
BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 100lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4 X 2 SYP No.3
REACTIONS (lb/size) L=1034/0.8-0, V=1034/0.8-0
FORCES (lb) - First Load Case Only
TOP CHORD V-W=-1029, A-W_ 1028, L-X=-1029, K-X=-1028, A-B=-1057, B-C=-2631, C-D=-3604, D-E=-3604, E-F=-4051, F-G=-4051, G-H=-4051, H-1=-3604, IJ=-2631,
J-K=-1057
BOT CHORD U-V=53, T-U=1991, S-T=3245, R-S=3935, O-R=4051, P-0=3935, O-P=3245, N-O=3245, M-N=1991, L-M=53
WEBS A-U=1364, B-U=-1300, B-T=890, C-T=-854, C-S=498, E-S=-461, E-R=158, K-M=1364, J-M=-1300, J-N=890, I-N=-854, I-P=498, H-P=-461, H-0=158,
F-R=-90, G-0=-90
NOTES (3)
1) All plates are T120 plates unless otherwise indicated.
2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or
restrained by other means.
3) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
tr
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903
Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT5
Job Truss Truss Type Oty Ply Centex-Orlando/2509 2ndlsk/3-31-3
53907903 FT6 FLOOR "'^""' = 3 1
Job Reference (optional)
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Mon May 1213:07:34 2003 Page 1
13-0 1f
Scale: 3re•-1
5x4 = 3x4 = 5x4 =
1.5x3 = 3x4 = 3x4 = 3xB FP= 1.50 II 1.50 II 3x4 = 3x4 = 3x4 = 1.5x3 =
A B C D E F O H I J K
w Eli x 49
lo
1
u T S R O P O N M
3x4 = 5x5 = 30 = 3x4 = 3x4 = 3x4 = 3x10 M111814 FP= 3x4 = 5x5 = 3x4 =
3x4 =
I 1-6-0 , 4-0-0 6-6-0 9-" 10-3-0 12-9-0 15-3-0 17-9-0 19-3-0
19-3-0
Plate Offsets X Y : A:Ed a 0-1-8 K:0-1-8 Ede 0:0-1-8 Ede R:0-1-8 Ed e
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.33 O-R >697 TL20 2451193
TCDL 10.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.45 Q-R >508
BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.08 L n/a
BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 100 lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc puriins, except end verticals.
BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4 X 2 SYP No.3
REACTIONS (lb/size) V=1039/0-3-8, L=1039/0-8-0
FORCES (lb) - First Load Case Only
TOP CHORD V-W=-1034, A-W=-1032, L-X=-1034, K-X=-1032, A-B- 1062, B-C=-2646, C-D=-3628, D-E=-3628, E-F=-4086, F-G=-4086, G-H=-4086, H-6-3628, IJ=-2646,
J-K=-1062
BOT CHORD U-V=53, T-U=2001, S-T=3265, R-S=3964, O-R=4086, P-Q=3964, O-P=3265, N-O--3265, M-N=2001, L-M=53
WEBS K-M=1371, A-U=1371, J-M=-1306, B-U=-1306, J-N=896, B-T=896, I-N=-860, C-T=-860, I-P=505, C-S=505, H-P=-468, E-S=-468, H-0=166, E-R=166,
F-R=-95, G-O---95
NOTES (3)
1) All plates are TL20 plates unless otherwise indicated.
2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or
restrained by other means.
3) Truss shall be fabricated per ANSVrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903
Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT6
Job Truss Truss Type Qty Ply Centex-Orlando/2509 2ndgsk/3-31-3
53907903 FT7 I FLOOR ""`
J
4 1
Job Reference (optional)
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MlTek Industries, Inc. Mon May 1213:07:34 2003 Page 1
1-3-0
Scale - 1:26.1
5x4 = 5x4 =
1.5x3 = 3x4 - 3x4 = 1.5x3 II 3x4 = 3x4 = 3x4 = 1.5x3 =
A B C D E F O H
R S
4Y
P 0 N M L K J
3x4 = 5x4 = 3x4 = 3x4 = 1.5x3 II 3x4 = 3x4 = 5x4 = 3x4 =
1-6-0 4-0-0 6-6-0 B-0-8 9-3-8 11-9-8 14-3-8 15-9-8
15-9-8
Plate Offsets X A:Ed a 0-1-8 E:0-1-8Ed a H:0-1-8 Ed a N:0-1-8 Ed e LOADING (
psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL
40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.17 L-M >999 TL20 245/193 TCDL
10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.23 L-M >797 BCLL
0.0 Rep Stresslncr YES WB 0.44 Horz(TL) 0.05 1 n/a BCDL
5.0 Code FBC2001 Matrix) list LC LL Min Vdefl = 360 Weight: 83 lb LUMBER
BRACING TOP
CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc pudins, except end verticals. BOT
CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS
4 X 2 SYP No.3 REACTIONS (
lb/size) 0=849/0-3-8, 1=849/0-8-0 FORCES (
lb) - First Load Case Only TOP
CHORD O-R=-845, A-R=-844, I-S=-844, H-S=-843, A-B=-851, B-C=-2025, C-D=-2719, D-E=-2719, E-F=-2622, F-G=-2040, G-H— 846 BOT
CHORD P-0=44, O-P=1592, N-0=2449, M-N=2719, L-M=2719, K-L=2470, J-K=1587, 1-J=44 WEBS
HJ=1091, A-P=1097, GJ=-1031, B-P=-1032, G-K=629, B-0=602, F-K=-598, C-O=-590, F-L=212, C-N=366, E-L=-131, D-N=-164, E-M=-74 NOTES (
2) 1)
Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained
by other means. 2)
Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where
indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent
bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements
of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information
as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification
of the truss designer. LOAD
CASE(S) Standard Customer
No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/
Job: 2509 A&6 2ND FLR Date Req:05/19/2003 Draw No:53907903FT7
Job Truss Truss Type Qty Ply Centex-Orlando/2509 2nd/jsk/3-31-3
53907903 FG7 FLOOR 1 1
1
Job Reference (optional)
Universal Forest- Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 12 13:07:35 2003 Page 1
1 ''
1
Scale - t:ze.
3x4 II 3x4 II
5x6 11 5x6 11 3x6 11 3x6 11 3x6 11 3x6 11 5x 6 I I 5x 6 11
A f3 C D E F G H
4Y
X
P O N M L K J
3x4 = 5x5 = 3x5 = 3x4 = 3x4 = 3x4 = 3x5 = 5x5 = 3x4 =
1-4-2 3-6-5 5-8-9 7-10-12 1 10-0-15 12-3-3 14-5-6 15-9-8
15-9-8
Plate Offsets X Y : A:0-0-4 0-1-8 H:0-3-0 Ed a H:0-0-4 0-1-8
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.18 M >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.25 M >752
BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.07 1 n/a
BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 106 lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4 X 2 SYP No.3
REACTIONS (lb/size) 0=1253/0-3-8, 1=1253/0-8-0
FORCES (lb) - First Load Case Only
TOP CHORD A-Q=-1246, H-1=-1246, A-B=-1183, B-C=-2876, C-D=-3869, D-E=-4207, E-F=-3869, F-G=-2876, G-H=-1183
BOT CHORD P-Q=O, O-P=2208, N-0=3522, M-N=4197, L-M=4197, K-L=3522, J-K=2208, I-J=0
WEBS A-P=1610, B-P=-1486, B-0=968, C-0=-937, C-N=503, D-N=-474, D-M=15, E-M=15, E-L=-474, F-L=503, F-K=-937, G-K=968, GJ=-1486, H-J=1610
NOTES (3)
1) Girder carries tie-in span(s): 4-0-0 from 0-0-0 to 15-9-8
2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or
restrained by other means.
3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
1) Floor: Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (pIQ
Vert: 1-0=-10.0, A-H=-151.3
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903
Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FG7
53907903 IFT8
AJ
I 1i1i- 4
E
s
Reference
31-3
12 13:07:35 2003 Page 1
1-: 94 Scale . 1:33.
3x4 = 1.5x3 II
1.5x3 = 3x4 = 3x4 = 3xe FP= 3x4 = 3x4 = 3x4 = 3x4 = 5x8 = 1.5x3 II US =
A B C D E F G H I J K L
M&4 Owl/
1-6-0 4-0-0 6-6-0 7-9-0 9-1-4 , 104-4 , 12-10-4 15-4-4 16-8-12 , 18-1-4 ,19-0-8, 20-6-8 ,
20-6-8
LOADING (psf) SPACING 2-0-0
TCLL 40.0 Plates Increase 1.00
TCDL 10.0 Lumber Increase 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2001
LUMBER
TOP CHORD 4 X 2 SYP No.2
BOT CHORD 4 X 2 SYP No.2
WEBS 4 X 2 SYP No.3
CSI DEFL in loc) Well PLATES GRIP
TC 0.58 Vert(LL) -0.16 V-W >999 TL20 2451193
BC 0.77 Vert(TL) -0.22 V-W >889
WB 0.54 Horz(TL) 0.04 P n/a
Matrix) 1st LC LL Min Well = 360 Weight: 111 lb
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: P-O,O-P,N-O.
REACTIONS (lb/size) Z=809/0-8-0, M=-237/Mechanical, P=1653/0-3-8
Max UpliftM=-382(load case 2)
Max GravZ=810(load case 2), M=80(load case 3), P=1653(load case 1)
FORCES (lb) - First Load Case Only
TOP CHORD Z-AA=-805, A-AA=-804, L-M=307, A-B=-802, B-C=-1915, C-D=-2416, D-E=-2416, E-F=-2471, F-G=-2109, G-H- 1199, H-1=303, IJ=511, J-K=511, K-L=511
BOT CHORD Y-Z=42, X-Y=1503, W-X=2305, V-W=2471, U-V=2471, T-U=2471, S-T=1781, R-S=587, O-R=587, P-Q---1317, O-P=-1317, N-0=-511, M-N=0
WEBS I-P=-1723, A-Y=1033, 1-0=1350, 8-Y=-975, H-0=-1239, B-X=573, H-S=851, C-X=-542, G-S=-809, C-W=155, G-T=457, E-W=-75, F-T=-491, E-V=-82,
F-U=102, L-N=-667, 1-0=1054, J-O=-360, K-N=144
NOTES (5-6)
1) Unbalanced floor live loads have been considered for this design.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 lb uplift at joint M.
3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or
restrained by other means.
4) CAUTION, Do not erect truss backwards.
5) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
6) THA422: Right end may be attached to 2 or more ply top chord of 19" maximum depth flat truss girder with Simpson THA422 or equal. Follow Simpson instructions for
installation.
LOAD CASE(S) Standard
l
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903
Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT8
W907903 IF79 IFL%g I1 I1
Unwersai Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb, N
3x4 =
1.50 = 3x4 = 3x4 = 3x6 FP= 3x4 = 3x4 = 3x4 =
A R r: n G F n
Scale - 1
1.50 II
3x4 = 5x6 = 1.50 II 3x6 =
u i i u i
3x4 = 3x5 = 3x4 = 3x4 = 1.50 II 1.5x3 II 3x4 = 3x4 = 3x6 FP= 5x5 = 3x4 II 3x4 = 3x4 = 3x4 II
1-6-0 , 4-0-0 6-6-0 , 7-9-0 , 9-1-4 , 10-4-4 , 12-10-4 15-4-4 16-8-12 , 18-1-4 ,19-0-8,_ 20-6-8,
20-6-8
LOADING (psi) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) n/a n/a TL20 245/193
TCDL 10.0 Lumber Increase 1.00 BC 0.03 Vert(TL) n/a n/a
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 O n/a
BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 111 lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purtins, except end verticals.
BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 4 X 2 SYP No.3
REACTIONS (lb/size) Z=87/20-6-8, M=57/20-6-8, P=199/20-6-8, Y=180/20-6-8, 0=174/20-6-8, X=305/20-6-8, S=293/20-6-8, W=19320-6-8, T=195/20-6-8, V=143/20-6-8, U=
138/20-6-8, N=168/20-6-8, 0=85/20-6-8 Max
Horz Z=88(load case 1) FORCES (
lb) - First Load Case Only TOP
CHORD Z-AA=-83, A-AA=-83, L-M=-51, A-B=16, B-C=21, C-D=8, D-E=8, E-F=-48, F-G=9, G-H=30, H-1=27, 1-J=9, J-K=9, K-L=9 BOT
CHORD Y-Z=-83, X-Y=41, W-X=30, V-W=-40, U-V- 40, T-U=-40, S-T=28, R-S=19, 0-R=106, P-0=9, O-P=9, N-0=-9, M-N=0 WEBS
I-P=-185, A-Y=-28, 1-0--47, B-Y=-201, H-O--185, B-X=-208, H-S=-189, C-X=-192, G-S=-202, C-W=-174, G-T=-174, E-W=-76, F-T=-77, E-V=-133, F-U=-121 L-
N=42, 1-0=-23, J-0=-60, K-N=-147 NOTES (
4-5) 1)
Gable requires continuous bottom chord bearing. 2)
Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained
by other means. 3)
CAUTION, Do not erect truss backwards. 4)
Truss shall be fabricated per ANSVrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where
indicated and within 4' of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent
bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements
of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information
as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification
of the truss designer. 5)
THA422: Right end may be attached to 2 or more ply top chord of 19' maximum depth flat truss girder with Simpson THA422 or equal. Follow Simpson instructions for installation.
LOAD
CASE(S) Standard Customer
No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No,: 53907903 Contractor/
Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT9
Job Truss Truss Type Oty Ply Centex-Orlando/2509 2ndlsk/3-31-3
53907903 ]FT10 e L 2 1
Job Reference (optional)
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Mon May 1213:07:36 2003 Page 1
I - I 1-
scala _ 1:29.
5x4 = 5x4 =
1.5x3 = 3x4 = 3x4 = 3x4 = 1.54 II 3x4 = 3x4 = 3x6 FP= 3x4 = 1.5x3 =
A B C D E F O H I J
V
w R1y
T S R O P O N M L
3x4 = 5x4 = 3x4 = 3x6 FP= 1.5x3 II 3x4 = 3x4 = 3x4 = 5x4 = 3x4 =
3x4 =
1-6-0 4-0-0 6-6-0 7-9-0 , 9-0-0 11-6-0 14-0-0 16-6-0 18-0-0
18-0.0
Plate Offsets X Y : A:Ed a 0-1-8 D:0-1-8 Edge], J:0-1-8 Edge), 0:0-1-8 Edge]
LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) Vdefl PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.25 0 >836 TL20 245/193
TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.35 N-0 >604
BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(rL) 0.07 K n/a
BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 94 lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4 X 2 SYP No.3
REACTIONS (lb/size) U=970/0-8-0, K=970/0-3-8
FORCES (lb) - First Load Case Only
TOP CHORD U-V=-965, A-V=-964, K-W=-965, J-W=-964, A-B=-984, B-C=-2427, C-D= 3264, D-E=-3558, E-F=-3558, F-G=-3269, G-H=-2426, H-1=-2426, I-J=-984
BOT CHORD T-U=50, S-T=1853, R-S=2973, 0-R=2973, P-0=3558, O-P=3558, N-0=3532, M-N=2974, L-M=1853, K-L=50
WEBS J-L=1270, A-T=1270, I-L=-1208, B-T=-1209, I-M=797, B-S=798, G-M=-763, C-S=-759, G-N=410, C-O=406, F-N=-367, D-0=-399, F-0=35, D-P=29, E-0=-21
NOTES (2)
1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or
restrained by other means.
2) Truss shall be fabricated per ANSVrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903
Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT10
Job Truss Truss Type Qty-1 Ply Centex-Oriando/2509 2ndlsk/3-31-3
53907903 FT11 FLOOR 11 1
Job Reference(optional)
Universal Forest,Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Mon May 1213:07:37 2003 Page 1
I -3-0 0-9-10 0-9-10
Scale -1:28.
r 3x4 =
3x4 = U4 = 1.Sx3 =
1.5x3 = 3x4 = 3x4 = 3x6 FP= 1.50 II 3x4 = 3x4 = 3x8 = 1.5x3 =
A 9 C D E F G H I J
w
YEtl4
v
x
U T S R O P O N L K
30 = 3x5 = 3x4 = 3x4 = 1.5x3 11 3x4 = 3x8 FP= 3x5 = 3x4 II 3x4 = 1.5x3 11
3x4 =
1-6-0 4-0-0 6-6-0 , 7-9-0 8-9-8 11-3-8 13-9-8 15-2-0 16-1-2 , 17-1-12 ,
17-1-12
Plate Offsets X Y : E:0-1-8 Ede J:0-1-8 Ede 0:0-1-8 Ed e
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.14 R-S >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.20 R-S >918
BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.04 M n/a
BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 94 lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 4 X 2 SYP No.3 6-0-0 oc bracing: M-N,L-M.
REACTIONS (lb/size) V=809/0-8-0, M=1036/0-3-8
Max Grav V=818(load case 2), M=1036(load case 1)
FORCES (lb) - First Load Case Only
TOP CHORD V-W=-805, A-W=-804, K-X=7, X-Y=7, J-Y=7, A-B=-802, B-C=-1914, C-D=-2417, D-E=-2417, E-F=-2476, F-G=-2476, G-H=-1828, H-I=-698, W=49
BOT CHORD U-V=42, T-U=1503, S-T=2303, R-S=2476, O-R=2476, P-Q-2241, O-P=1402, N-0=1402, M-N=-90, L-M=-97, K-L=0
WEBS I-M=-1007, A-U=1033, I-N=1052, B-U=-975, H-N- 979, B-T=572, H-P=592, C-T=-541, G-P=-575, C-S=159, G-0=320, E-S=-81, E-R=-93, F-4---120, 1-L=78,
J-L=-84
NOTES (4)
1) Unbalanced floor live loads have been considered for this design.
2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or
restrained by other means.
3) CAUTION, Do not erect truss backwards.
4) Truss shall be fabricated per ANSUTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing odes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
l
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903
Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT11
u.a m
Job Truss Truss Type Qty Ply Centex-Oriando/25os 2ndlsk/3-31-3
53907903 FT12 FLOOR 1 1
Job Reference tional
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 12 13:07:37 2003 Page 1
I
Scale _ 1:27.
Us FP-
A B C D E F O H I J, K L M N O
1
0.
1C 1 1 1 1 1 1 1 1
W
30 - 3x6 FP-
1-6-0 4-0-0 6-6-0 , 7-9-0 8-9-8 11-3-8 13-9-8 15-2-0 16-1-2 , 17-1-12 ,
17-1-12
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a n/a TL20 2451193
TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 P n/a
BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 75 lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purtins, except end verticals.
BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4 X 2 SYP No.3
OTHERS 4 X 2 SYP No.3
REACTIONS (lb/size) P=46/17-1-12, AD=53/17-1-12, AC=147/17-1-12, AB=147/17-1-12, AA=147/17-1-12, Z=147/17-1-12, Y=144/17-1-12, W=146/17-1-12, V=147/17-1-12
U=147/17-1-12, T=147/17-1-12, S=146117-1-12, R=151/17-1-12, Q--129/17-1-12 Max Horz AD=
6(load case 1) FORCES (lb) - First
Load Case Only TOP CHORD AD-
AE=-48, A-AE=-48, P-AF=-40, AF-AG=-40, O-AG=-40, A-B=-6, B-C=-6, C-D=-6, D-E=-6, E-F=-6, F-G=-6, G-H=-6, H-1=-6, W=-6, J-K=-6, K-L=-6, L-M=-6, M-N=-6,
N-O=-6 BOT CHORD AC-
AD=O, AB-AC=O, AA-AB=O, Z-AA=O, Y-Z=O, X-Y=O, W-X=6, V-W=61 U-V=6, T-U=6, S-T=6, R-S=6, Q-R=6, P-0=6 WEBS B-AC=-
133, C-AB=-134, D-AA=-133, E-Z=-133, F-Y=-133, H-W=-133, I-V=-133, J-U=-133, K-T=-134, L-S=-133, M-R=-137, N-0=-120 NOTES (7) 1)
All plates
are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires
continuous bottom chord bearing. 3) Truss to
be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs
spaced at 1-4-0 oc. 5) Recommend 2x6
strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other
means. 6) CAUTION, Do
not erect truss backwards. 7) Truss shall
be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and
within 4' of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required
for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the
specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it
may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the
truss designer. LOAD CASE(S)
Standard C Customer No:
11045
Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903 Contractor/Job: 2509
A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT12
53907903 I FT6A I FLOOR 12 11 I Job Reference
A 1.5x3 II
1.5x3 =
8 3x4 = C 1.5x3 II
1.5x3 =
Scale - 1:7
LOADING (psi) SPACING 2-0-0
TCLL 40.0 Plates Increase 1.00
TCDL 10.0 Lumber Increase 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2001
LUMBER
TOP CHORD 4 X 2 SYP No.2
BOT CHORD 4 X 2 SYP No.2
WEBS 4 X 2 SYP No.3
REACTIONS (lb/size) E=186/0-3.8, D=186/0-3-8
3-6-0 3-9-0
CSI DEFL In loc) Udell PLATES GRIP
TC 0.16 Vert(LL) n/a n/a TL20 245/193
BC 0.11 Vert(TL) -0.02 D-E >999
WB 0.04 Horz(TL) 0.00 D n/a
Matrix) 1st LC LL Min Well = 360 Weight: 23 lb
BRACING
TOP CHORD Sheathed or 3-9-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES (lb) - First Load Case Only
TOP CHORD E-F=-64, A-F=-64, D-G=-64, C-G=-64, A-B=-3, B-C=-3
BOT CHORD D-E=155
WEBS B-E=-184, B-D=-184
NOTES (2)
1) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or
restrained by other means.
2) Truss shall be fabricated per ANSVrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4' of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907903
Contractor/Job: 2509 A&B 2ND FLR Date Req:05/19/2003 Draw No:53907903FT6A
9 Universal Forest Products
Re: 54600600
Centex Homes Orlando 2509 A Roof 111 Lake Monroe
The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under
my direct supervision. Pages or sheets covered by this seal include the following:
53906901 G E18 53906901 CJ3
53906901 G E15 53906901 CA
53906901 T16
53906901 G17
53906901 EJ7
53906901 HJ7
53906901 H1
53906901 H2
53906901 H3
53906901 H4
53906901 H5
53906901 H6
53906901 T7
53906901 H9
53906901 H10
53906901 H11
53906901 H12
53906901 H13
53906901 H14
53906901 CJ5
Loading (psi) TCLL 20 TCDL 10 BCLL 0 BCDL
Wind: ASCE 7-98 per FBC2001; 110 mph; h = 25 ft; TCDL = 6.0 psf; BCDL = 6.0 psf;
occupancy category II; exposure B; enclosed
My license renewal date for the state of Florida is February 28, 2005
5/6/2004
Jo . Presley License # 886
The seal on this drawing indicates acceptance of professional engineering responsibility solely for the
truss component(s) listed and attached. The suitability and use of each component for any particular
building is the responsibility of the building designer, per ANSIrTPI-2002 Sec. 2.
10
Eastern Division
5631 South NC 62 Burlington, NC 27215 Tel: (336) 226-9356 1 ax: (336) 476-9146
ype
53906901 I GE18 I ti90OF TRUSS I i I i
Job Reference (optional)
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:36 2003
1-0-0 3-6-0 7-0-0 8-0-0
1-0-0 3-6-0 3-6-0 1-0-0
Scale - 1:1
50 =
k
3x4 = 3x4 =
3-6.0
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) -0.00 F >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.01 F >999
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 D n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft — 240 Weight: 27 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B-333/0-8-0, D-333/0-8-0
Max Horz B--52(load case 5)
Max UpliftB--153(load case 4), D--153(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--318, C-D--318, D-E-22
BOT CHORD B-F-244, D-F-244
WEBS C-F-74
NOTES (4)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-25ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure 8; enclosed;MWFRS gable end zone;
cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint B and 153 lb uplift at joint D.
4) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilitl
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL"A RF Date Req:04/24/2003 Draw No:5390 901 GE18
53906901 I GE15 I I ROOFrTRUSS I 1
37
1-0-0 5-1-14
i 9-8-0 14-2-2 19-4-0 20-4-0
1-0-0 5-1-14 4-6-2 4-6-2 5-1-14 1-0-0
Scale - 1:'-
3x6 =
2x3 II H 2x3 II
6
n - n uJ II exi II axe = 2x3 II 2x3 II 2x3 II 2x3 II
2x3 II 2x3 II
6-3-4 9-8-0 19-4-0
6-3-4 3-4-12 9-8-0
LOADING psf) SPACING 2-0-0 CSI DEFL in loc) Well PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) 0.04 B-Z 999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.28 Vert(TL) 0.06 B-Z 999
BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 N n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft m 240 Weight: 100 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
SOT CHORD 2 X 4 SYP No.2
OTHERS 2 X 4 SYP No.3
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) N=212/13-0-12, B=308/0-8-0, V=160/13-0-12, W=-190/13-0-12, X=572/13-0-12, T=83/13-0-12, S=106/13-0-12, R=126/13-0-12,
Q=14/13-0-12, P=295/13-0-12
Max HorzXa111(load case 4)
Max UpliftN=-90(load case 5), B--146(load case 4), V=-32(load case 4), W=-190(load case 1), X®-248(load case 4), S--56(load case 5),
R=-54(load case 5), Q 17(load case 5), P=-119(load case 5)
Max GravN-212(load case 1), B=308(load case 1), V-160(load case 1), W=70(load case 4), X=572(load case 6), T=86(load case 7),
S=107(load case 7), R=126(load case 1), Q=14(load case 7), P=295(load case 7)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--119, C-D--57, D-E--37, E-F--116, F-G--67, G-H--67, H-I=-66, I-J--77, J-Km-76, K-L--69, L-M=-94, M-N=-102, N-O®21
BOT CHORD B-Z-56, Y-Z=56, X-Yo56, W-X=O, V-W=O, U-V=O, T-U=56, S-T-56, R-S=56, Q-R=56, P-Q=56, N-P=56
WEBS G-V--72, F-W®39, E-X--285, D-Y=-28, C-Z=-54, I-T=-52, J-S=-82, K-R--90, L-0--23, M-P=-204
NOTES (7)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL=6.Opsf; BCDL=6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOLv1.33.
3) Truss designed for wind loads in the plane of the truss only.
4) Gable studs spaced at 1-4-0 oc.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint N, 146 lb uplift at joint B, 32 lb uplift at joi
V, 190 lb uplift at joint W, 248 lb uplift at joint X, 56 lb uplift at joint S, 54 lb uplift at joint R, 17 lb uplift at joint Q and 119 lb uplift at joint P.
6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) N.
7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered
at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on
this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing
required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss
designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a
specific building. Any references to job names and locations are for administrative purposes only and are not part of
the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 GE15
Job Truss Truss Type Qty Ply Centex-Orlando/2509-Alsk/4-19-3
53906901 T16 RORFARLq 1 1
1.
Job Reference optional
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:37 2003 Page 1
1-0-0 6-5-6 9-8-0 12-10-10 19-4-0 20 4-0
1-0-0 6-5-6 3-2-10 3-2-10 6-5-6 1-0-0
Scale - 1:34.
5x4 =
D
5.00 12 2x3
2x3 i
c E
PV
T.1
W2
B F
1 B Q
3x5 = H
3x5 =
5x8 =
9-8-0 19-4-0
9-8-0 9-8-0
Plate Offsets X Y : H:0-4-0 0-3-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.08 B-H >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.23 B-H >986
BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.03 F n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl — 240 Weight: 81 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-4 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) F-830/0-3-8, B-830/0-3-8
Max Horz B-110(load case 4)
Max UpliftF=-270(load case 5), B--270(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C--1379, C-D--1072, D-E=-1072, E-F=-1379, F-G=22
BOT CHORD B-H-1221, F-H-1221
WEBS C-1-1m-366, D-1-1-690, E-H--366
NOTES (4)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 270 lb uplift at joint F and 270 lb uplift at joint B.
4) Truss shall be fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 T1 6
Truss Truss Type Qty Ply Centex-Orlando/2509-A/jsk/4-19-3
G17 COMMON 1 3P JobReference (o tip onalstProducts,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:38 2003 Page 1 7-
0-12 9-8-0 12-3-4 19-4-0 20 4-0 7.
0-12 2-7-4 2-7-4 7-0-12 1-0-0 Scale .
1:32. 5x4 =
D
3x4
3x4
5.00 12 c
E 3x4
fV1 3x4
B
F W4
W4 A
Q SEI
Li B1 I H
yy ldIN5x7 = M
L K 1 I W=
3x6
II 7x6 = 8x8 = 7x6 = 3x6 II 1
7-0-12 9-8.0 12-3-4 19-4-0 iI7-
0-12 2-7-4 2-7-4 7-0-12 Plate
Offsets X Y: A:0-3-6 0-0-0 F:0-0-0 0-0-0 G:0-3-6 0-0-0 1:0-0-0 0-0-0 J:0-3-0 0-4-4 L:0-3-0 0-4-4 LOADING (
psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.17 K >999 TL20 245/193 TCDL
10.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -0.26 K-L >869 BCLL
0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.06 G n/a BCDL
10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 240 Weight: 381 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7-11 oc purlins. BOT
CHORD 2 X 8 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS
2 X 4 SYP No.3 REACTIONS (
lb/size) A=7819/0-3-8, G=5556/0-3-8 Max
Horz A=-126(load case 5) Max
UpliftA--2536(load case 5), G--1895(load case 5) FORCES (
lb) - First Load Case Only TOP
CHORD A-B=-15883, B-C®-13343, C-D=-10827, D-Em-10823, E-F=-13530, F-G=-13257, G-H=29 BOT
CHORD A-M-14702, L-M=14702, K-L=12296, J-K=12462, 1-J=12249, G-1=12249 WEBS
C-L=3367, D-K=7962, E-J=3643, C-K=-3380, E-K=-3624, B-M=1928, B-L=-2751, F-I=-571, F-J=244 NOTES (
7) 1)
Special hanger(s) or connection(s) required to support concentrated load(s) 3053.01b down and 1049.51b up at 12-3-4 on bottom chord. Design for unspecified
connection(s) is delegated to the building designer. 2)
3-ply truss to be connected together with 1 Od Common(.148"x3") Nails as follows: Top
chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom
chords connected as follows: 2 X 8 - 4 rows at 0-4-0 oc. Webs
connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Special
hanger(s) or connection(s) required to support concentrated load(s) 3053.01b down and 1049.51b up at 12-3-4 on bottom chord. Design for unspecified
connection(s) is delegated to the building designer. 3)
Unbalanced roof live loads have been considered for this design. 4)
Wind: ASCE 7-98 per FBC2001; 11 Omph; h-25ft; TCDL-6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever
left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2536 lb uplift at joint A and
1895 lb uplift at joint G. 6)
Special hanger(s) or connection(s) required to support concentrated load(s) 3053.01b down and 1049.51b up at 12-3-4 on
bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7)
Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at
joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this
sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required
for the overall building design. Building Designer shall verify all design information on this sheet for conformance
with conditions and requirements of the specific building and governing codes and ordinances. The truss designer
accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific
building. Any references to job names and locations are for administrative purposes only and are not part of the
review or certification of the truss designer. LOAD
CASE(S) Standard 1)
Regular: Lumber Increase=1.25, Plate Increase-1.25 Uniform
Loads (plf) Vert:
A-J--740.0, G-J--20.0, A-D--60.0, D-1-1=-60.0 Concentrated
Loads (lb) Vert:
J=-3053.0 Customer
No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/
Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 G17
53906901 IEJ7
Job
5, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:38
1-0-0 7-M
U4 =
scale . 1:1
6-114 7-Q-0
6-11-4 0-0-12
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) n/a n/a TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.21 Vert(TL) 0.17 A >80
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft - 240 Weight: 23 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
REACTIONS (lb/size) C-198/Mechanical, B-346/0-3-8, D-68/Mechanical
Max Horz B-159(load case 5)
Max UpliftC--165(load case 5), B--75(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C-62
BOT CHORD B-D=O
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 11Omph; h-25ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint C and 75 lb uplift at joint B.
3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilitl
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
0
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 EV
u irussuss 1Ypeype Oty Ply Centex-Orlando/2509-Alsk/4-19-3
53906901 HJ7 DE JAIVCKTRUSS31
Job Reference (optional)
Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:38 2003 Pace 1
1-6-8 5-8-3 9-10-1
1-6-8 5-8-3 4-1-13
scale . 1:11
3.54 12
i
W
1! w1
Ixl a F E
v 2u3 11 2x3
5-8-3 9-9-4 9.10-1
5-8-3 4-1-1 0-0-12
LOADING psf) SPACING 2-0-0 CSI DEFL in loc) Well PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.03 F-G 999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) 0.06 F-G 999
BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 E n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 40 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD
BOT CHORD 2 X 4 SYP No.2 BOT CHORD
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B-435/0-3-8, E-408/Mechanical, 0-222/Mechanical
Max Horz B-193(load case 4)
Max UpliftB--242(load case 2), E--64(load case 3), D 179(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-24, B-C--858, C-D-46
BOT CHORD B-Ga800, F-G=800, E-F—O
WEBS C-G-169, C-F--877
Sheathed or 6-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.Opsf; BCDLm6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242 lb uplift at joint B, 64 lb uplift at joint E and 179 lb uplift
at joint D.
3) Truss shall be fabricated per ANSIITPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4° of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilitl
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
1) Regular: Lumber Increase-1.25, Plate Increase-1.25
Uniform Loads (pif)
Vert: A-8 -60.0
Trapezoidal Loads (plf)
Vert: B-0.0-to-E--49.5, B 2.2-to-D--148.5
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 HJ7
Job Truss Truss Type Oty Ply Centex -Orlando/2509-Afjsk/4-19-3
53906901 H1 I
MONO HIP
s
1 '
Job Reference (optional)
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:39 2003 Page 1
01 -0-9 7-0-0 12-10-10 18-7-9 24-4-7 30-1-6 36.0-0
1-0-0 7-0-0 5-10-10 5-8-14 5-8.14 5-8-14 5-10-10
Scale - 1:62.1
7x10 =
5.00 F12
5x6 = 5x6 = 5x8 = 2x5 II 5x8 = 5x/0 =
C D E F O H I
W1 I W1 IVW1 W1IV? IV7!I f-
Z-
AB
5x10 = O P O N M L K J
2x5 II 5x10 M1118H= 5x6 = 5x6 = 5x10 M1118H= 700 = U5 II
5x10 =
7-1-12 12-10-10 18-7.9 24-4-7 30-1-6 36-0-0
7-1-12 5-8-14 5-8.14 5-8-14 5.8-14 5-10-10
Plate Offsets X Y : B:0-2-7 Ed a C:0-3-4 0-4-0 K:0-3-8 0-3-8
LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.79 N-O >544 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -1.12 N-O >383
BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.19 J n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl — 240 Weight: 230 lb
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 'Except' TOP CHORD Sheathed, except end verticals.
T1 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 4-1-8 oc bracing.
BOT CHORD 2 X 6 SYP No.1 'Except* WEBS 1 Row at midpt I-K
B2 2 X 6 SYP SS
WEBS 2 X 4 SYP No.1 'Except'
W3 2 X 4 SYP No.2, W2 2 X 4 SYP No.3
W2 2 X 4 SYP No.3, W2 2 X 4 SYP No.3
W2 2 X 4 SYP No.3, W2 2 X 4 SYP No.3
REACTIONS (lb/size) J-3136/Mechanical, B-3053/0-3-10 (input: 0-3-8)
Max Horz B-163(load case 3)
Max UpliftJ=-1273(load case 3), B=-1058(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=26, B-C--7057, C-D--9389, D-E--10135, E-F--8829, F-G--8829, G-H=-8829, H-I=-5501, I-J--2966
BOT CHORD B-O-6455, P-O-6472, O-P-6472, N-Om9387, M-N-10135, L-M-5501, K-L-5501, J-K=190
WEBS C-O-326, D-O=-1177, E-N--114, G-M=-738, H-K--2378, C-O=3235, D-N=832, E-M--1453, H-M=3701, 1-K=5908
NOTES (9-10)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33.
3) Provide adequate drainage to prevent water ponding.
4) All plates are TL20 plates unless otherwise indicated.
5) WARNING: Required bearing size at joint(s) B greater than input bearing size.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1273 lb uplift at joint J and
1058 lb uplift at joint B.
7) Girder carries hip end with 7-0-0 end setback
8) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 310.81b up at 7-0-0 on
top chord. Design for unspecified connection(s) is delegated to the building designer.
9) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered
at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on
this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing
required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss
designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a
specific building. Any references to job names and locations are for administrative purposes only and are not part of
the review or certification of the truss designer.
10) Right end may be attached to 2x8 So. Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow
Simpson instructions for installation.
LOAD CASE(S) Standard
1) Regular: Lumber Increase-1.25, Plate Increase-1.25
Uniform Loads (plf)
Vert: B-J--43.5, A-C--60.0, C-1--130.6
Concentrated Loads (Ib)
Vert: C=-385.0
n
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H1
Truss Truss Type Qty Ply Centex Orlando/2509-Alsk/4-19-3JJob53906901H2MONOHIP
Job Reference (optional)
Universal Forest Products,lnc., Burlington!' C 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:39 2003 Page 1
1, 0-9 5.8-14 9-0-0 15-9-14 22-6-0 29-2-2 36 0 0
1.0.0 5-8-14 3-3-2 6-9-14 6-8-2 6-8-2 6-9-14
Scale - 1:62.1
Sx7 =
3x6 = 5x8 = 3x6 = 5x5 =
5.00 f12 D E F G H
12
2x3
W2 W2
B
dA
3x7 = O N M L K J I
3x6 = 3x8 = 3x6 = 3x8 = 3x8 = 3x6 = 2x5 II
5-8-14 9-1-12 15-9-14 22-6-0 29.2-2 36-0-0
5-8-14 3-4-14 6-8-2 6-8-2 6-8-2 6-9-14
Plate Offsets X Y : D:0-5-4 0-2-8 F:0-4-0 0-3-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.30 L-M >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.51 L-M >848
BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.11 1 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 240 Weight: 185 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-14 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B-1498/0-3-8, 1-1427/Mechanical
Max Horz B-220(load case 3)
Max UpliftBs-431(load case 2), I--483(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--3062, C-D--2815, D-E--3374, E-F=-3210, F-G--3210, G-H--2114, H-1--1354
BOT CHORD B-0-2766, N-0-2580, M-N-2580, L-M=3374, K-L-2114, J-K-2114, I-J-69
WEBS D-0-314, C-0m-238, E-M--324, F-L--391, G-J--1037, D-M-908, E-L--188, G-L-1260, H-J-2352
NOTES (4-5)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed; MW FRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
2) Provide adequate drainage to prevent water ponding.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 431 lb uplift at joint B and 483 lb uplift at joint I.
4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
5) H28R: Right end may be attached to 2x8 So. Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for
installation.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF - Date Req:04/24/2003 Draw No:53906901 H2
Job Truss Truss Type Qty Ply Centex-Orlando/2509-Ajsk/4-19-3
53906901 H3 ROOFATR ' S 1 1
1
Job Reference (optional)
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:40 2003 Page 1
1-0-9 6-5-3 11-0-0 25-0-0 1 29-6-13 1 36 0 0
1-0-0 6-5-3 4-6-13 14-0-0 4-6-13 6-5-3
Scale. 1:61.
5x6 =
2x3 II 5x5 =
D E F
5.00 12
2x3 2x3
C
W2
17
w 4
H
d Ig
3x7 = M L K J I 3x7 =
3x6 = US = US = 3x6 = 3x6 =
9-3-14 18-0-0 26-8-2 36-0-0
9-3-14 8-8.2 8-8-2 9-3-14
Plate Offsets X Y : D:0-3-0 0-2-4 F:0-3-0 0-2-4
LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.22 K >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.43 K-M >999
BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.13 H n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft — 240 Weight: 167 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-14 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-2 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) H-1427/Mechanical, Bm1498/0-3-8
Max Horz B-131(load case 4)
Max UpliftH--328(load case 3), B--382(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-Cm-3046, C-D=-2782, F-G--2789, G-H--3057, D-E--2829, E-F--2829
BOT CHORD B-M=2749, L-Mm2371, K-L-2371, J-K-23741 I-J-2374, H-1-2761
WEBS C-M--309, D-M-432, F-1-440, G-1 -315, E-K--443, D-K-549, F-K-544
NOTES (5-6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-25ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL®1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at joint H and 382 lb uplift at joint B.
5) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered
at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on
this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing
required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss
designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a
specific building. Any references to job names and locations are for administrative purposes only and are not part of
the review or certification of the truss designer.
6) H28R: Right end may be attached to 2x8 So. Pine BC of two or more ply girder truss with Simpson HUS28 or eq.
Follow Simpson instructions for installation.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H3
Job Truss Truss Type Qty Ply Centex Orlando/2509-Ajsk/4-19-3
53906901 H4 ROOF TRUSS 1 1
Job Reference Lptional
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:40 2003 Page 1
1-0-p 6-5-3 13-0-0 23-0-0 29-6-13 36-"
1-0-0 6-5-3 6-6-13 10-0-0 6-6-13 6-5-3
scale . 1:81.
Us —
2x3 II 5x8 =
D E F
5.00 Ff2
20, 2x3 //
c O
d, A
4 w
B FI
A
g
30 = M L K J I 3x7 =
Us = 3x8 3x8 = 3x8 = 3x8 =
9-3-14 18-0-0 26-8-2 36-0-0
r
9-3-14 8-8-2 8-8-2 9-3-14
Plate Offsets X Y : D:0-3-0 0-2-4 F:0-3-0 0-2-4
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.18 K 999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) 0.39 K-M 999
BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.13 H n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft m 240 Weight: 171 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2 .
WEBS 2 X 4 SYP No.3
BRACING
TOP CHORD Sheathed or 3-1-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-8-15 oc bracing.
REACTIONS (lb/size) H-1427/Mechanical, B-1498/0-3-8
Max Horz Bm149(load case 4)
Max UpliftH--319(load case 5), B--389(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--3071, C-D®-2769, F-G--2776, G-H--3081, D-E--2365, E-Fm-2365
BOT CHORD B-M®2777, L-M-2174, K-L-2174, J-K-2176, I-J-2176, H-1-2788
WEBS C-Mm-394, D-M-552, F-1-560, G-6.400, E-K--252, D-K-284, F-K-280
NOTES (5-6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-25ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint H and 389 lb uplift at joint B.
5) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered
at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on
this sheet Is to reduce buckling of individual members only and does not replace erection and permanent bracing
required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss
designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a
specific building. Any references to job names and locations are for administrative purposes only and are not part of
the review or certification of the truss designer.
6) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq.
Follow Simpson instructions for installation.
LOAD CASE(S) Standard
47
L'
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H4
u
roD l russ Truss Type Cty Ply Centex Orlando/2509-Alsk/4-19-3
53906901 H5 •ROOF TRUSS 1 1 . '
Job Reference (optional)
Universal Forest Products,lnc., Burlington, ' C'27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:41 2003 Page 1
1-0-p 6-5-3 11-10-14 15.0.0 21-0-0 24-1-2 29-6-13 36-0-0
1-0.0 6-5-3 5-5-10 3-1-2 6-0.0 3-1-2 5-5-10 6-5-3
Scale - 1:61.
5.00 f 12 5x6 =
Sx8 =
5x8 -::7 E F
5x8
2
D O
2x3 1 2x3
c W2 W2 Fi n
4 yy
B l
A
I6
3x7 = N M L K J 3x7 =
3x6 = 3x8 = 5x10 = 3x8 = 3x6 =
9-3-14 18-0-0 26-8-2 36-0-0
9-3-14 8-8-2 8-8-2 9-3-14
Plate Offsets X Y: D:0-4-0 0-3-0 E:0-3-0 0-2-4 F:0-3-0 0-2-4 G:0-4-0 0-3-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.17 L >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 SC 0.78 Vert(TL) -0.38 I-J >999
BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.13 1 n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft — 240 Weight: 183 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-1 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B-1498/0-3-8, 1=1427/Mechanical
Max Horz B=168(load case 4)
Max UpliftB=-413(load case 4), I--343(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--3063, C-D=-2770, D-E=-19831 F-G--1983, G-H=-2778, H-1=-3073, E-F=-2021
BOT CHORD B-N-2768, M-N=2265, L-M=2265, K-L=2268, J-K=2268, I-J-2779
WEBS C-N--371, D-N=496, G-J=504, H-J--377, E-L=505, F-L=504, G-L=-596, D-L=-593
NOTES (5-6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 343 lb uplift at joint I.
5) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered
at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on
this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing
required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss
designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a
specific building. Any references to job names and locations are for administrative purposes only and are not part of
the review or certification of the truss designer.
6) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq.
Follow Simpson instructions for installation.
LOAD CASE(S) Standard
r
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H5
Job Truss Truss Type I Qty Ply Centex-Orlando/2509-Arsk/4-19-3
53906901 H6 ROOF'
sT
TRUSOS 1 1
Job Reference o tional
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:41 2003 Page i
11-0-p 6-5-3 11-10-14 17-0-0 , 19-0-0, 24-1-2 29-6-13 360-0
1-0-0 6-5-3 5-5-10 5-1-2 2-0-0 5-1-2 5-5-10 6-5-3
Scale - 1:81.
5.00 12 5x8 — 5x8 =
E F
5x8 i:
5x8
D 4
2x3 \1
1
2x3 i
C W2 W2 H
1f
4 W4
A B I
d l$
3x7 = N M L K J 3x7 =
3x8 = 3x8 = 5x12 = 3x8 = 3x8 =
9-3-14 18-0-0 26-8-2 36-"
9-3-14 8-8-2 8-8-2 9-3-14
Plate Offsets X Y: D:0-4-0 0-3-0 E:0-3-0 0-2-4 F:0-3-0 0-2-4 G:0-4-0 0-3-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.17 L >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.38 I-J >999
BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.13 1 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well 0 240 Weight: 183 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B=1498/0-3-8, 1=1427/Mechanical
Max Horz B=186(load case 4)
Max UpliftB=-435(load case 4), I=-364(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C=-3057, C-D=-2773, D-E=-1947, F-Gm-1947, G-H=-2780, H-1=-3067, E-F=-1812
BOT CHORD B-N=27621 M-N=2278, L-M=2278, K-L=2281, J-Km2281, I-J=2773
WEBS C-N--353, D-N-484, G-Jm491, H-J--359, E-L=524, F-L-523, G-L--696, D-Lm-693
NOTES (5-6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL-6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint B and 364 lb uplift at joint I.
5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered
at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on
this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing
required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss
designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a
specific building. Any references to job names and locations are for administrative purposes only and are not part of
the review or certification of the truss designer.
6) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq.
Follow Simpson instructions for installation.
LOAD CASE(S) Standard
O
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H6
Job Truss Truss T.ypTe , Qty Ply Centex Orlando/2509 lsk/4 19 3
53906901 T7 .ROOF TRUSS - 1 1
Job Reference optional
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:42 2003 Page 1
1-0-0 6-5-3 11-10-14 } 18-0-0 24-1-2 29.6-13 36-0-0
1-0-0 6-5.3 5-5-10 6-1-2 6-1-2 5.5-10 6-5-3
Scale . 1:60.
5x6 =
5.00 12
E
5x8 - \
T 5x8
D F
2x3 2x3
c W2 W2
1
4 yy
8 H
8.1 & 6; d lg
3x7 = M L K J I 3x7 =
3x6 - 3x8 = 3x8 = 3x8 = 3x6 =
9-3-14 { 18.0-0 26-8-2 36-0-0
9-3-14 8-8-2 8-8.2 9.3-14
Plate Offsets (X,Y): [D:0-4-0,0-3-0111F:0-4-0 0-3-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.18 K >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.39 H-1 >999
BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.13 H n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 240 Weight: 174 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-8 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B=1498/0-3-8, H=1427/Mechanical
Max Horz 13=195(load case 4)
Max UpliftB=-444(load case 4), H--374(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C--3056, C-D=-2773, D-E--1944, E-F=-1944, F-G=-2781, G-H=-3066
BOT CHORD B-M=2760, L-M-2281, K-L-2281, J-K=22841 I-J=2284, H-1-2772
WEBS C-M=-349, D-M=481, D-K=-704, E-K=1052, F-K=-708, F-1=489, G-I=-355
NOTES (4-5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint B and 374 lb uplift at joint H.
4) Truss shall be fabricated per ANSI/T-PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
5) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for
installation:
LOAD CASE(S) Standard
14
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 T7
Truss Truss Type Qty Ply Centex-Orlando/2509-Af)sk/4-19-3
H9 ROOF TRUSSJobP Reference (optionalstProducts, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:42 2003 Page 1
1-0-p 6-5-3
1 11-10-14
1 17.0-0 19-0-0 1 24-1-2 29-6-13
I 36-0-0 17-0 p
1-0.0 6-5-3 5-5-10 5-1-2 2-0-0 5-1-2 5-5-10 6-5-3 1-0-0
Scale - 1:61.
5.00 12 5x6 = 5x6 =
E F
3
Sx8 %
5x8
D
2x3 N
1
2x3,/
C W2 W2 H
F1
W4 yy
B
A I J
d Ig
3x7 = C N M L K 3x7 =
3x6 = 3x8 = 5x12 = 3x8 = 3x6 =
9-3-14 18-0-0 26-8-2 36-0-0
9-3-14 8-8-2 8-8.2 9-3-14
Plate Offsets (X,Y):[D:0-4-0,0-3-0),[E:0-3-0,0-2-41,[F:0-3-0,0-2-4j G:0-4-0 0-3-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.17 M >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.38 M-O >999
BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.13 1 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft ® 240 Weight: 185lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-6 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B-1497/0-3-8, 1-1497/0-3-8
Max Horz B--178(load case 5)
Max UpliftB--434(load case 4), I--434(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--3054, C-D--2770, D-Em-1944, F-G--1944, G-H--2770, H-I=-3054, 1-J-22, E-F--1809
BOT CHORD 8-0=2759, N-0=2275, M-N=2275, L-M=2275, K-L=2275, I-K=2759
WEBS C-0=-353, D-0=484, G-K=4841 H-K--353, E-M=523, F-M=523, G-M--693, D-M--693
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint B and 434 lb uplift at joint 1.
5) Truss shall be fabricated per ANSI/iPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
n
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H9
Job Truss Truss Type Qty Ply Centex Orlando/2509-Af)sk/4-19-3
53906901 H10 ROOF TRUSS- - --
Job Reference LoptionalUniversalForestProducts,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:43 2003 Page 1
9-0-? 6.5-3 11-10-14 15-0.0 21-0-0 24-1-2 29-6-13 36-0-0 17.0-P1.0-0 6-5-3 5-5-10 3-1-2 6.0-0 3-1-2 5-5-10 6-5-3 1-0-0
Scale . 1:61.
5.00 F12 5x6 = 5x6 =
E F
5x8
Tg 5x8
I
D O
Zx3 1 20 i
c W2 W2 H n
W4 W4
y A e
d
a
l
Jl d
3x7 = O N M L K 3x7 =
3x6 = 3x8 = 5x10 = 3x8 = 3x6 =
1 9-3-14 18-0-0 26-8-2 36-0-0i
9-3.14 8-8-2 . 8-8-2 9.3-14
Plate Offsets X Y : D:0-410 0-3-0 i[E:0-3-0,0-2-4],[F:0-3-0,0-2-4],[G:0-4-0,0-3-0]
LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.17 M >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.38 M-O >999
BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.13 1 n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 240 Weight: 184 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-7 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-5 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B=1497/0-3-8, 1=1497/0-3-8
Max Horz B=-159(load case 5)
Max UpliftB=-413(load case 4), 1--413(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C=-3060, C-D=-2768, D-E=-1980, F-G=-1980, G-H=-2768, H-1=-3060, I-J=22, E-F--2018
BOT CHORD B-0=2766, N-0=2262, M-N=2262, L-M=2262, K-L=2262, I-K=2766
WEBS C-0=-3711 D-0=496, G-K=496, H-K=-371, E-M-5041 F-M=504, G-M=-593, D-M=-593
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft; TCDL=6.Opsf; BCDL=6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 413 lb uplift at joint I.
5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
n
U
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H10
Job Truss Truss Type Oty Ply Centex -Orlando/2509-Afjsk/4-19-3
53906901 H11 ROOF'TFiUSS" ""' j ? 1
Job Reference (optional)
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:44 2003 Page 1
11-0-Q 6 5-3 13-0-0 23-0-0 29-6-13 36.0-0 iLq-p1-0-0 6-5-3 6-6-13 10-0-0 6-6-13 6-5-3 1-0-0
Scale - 1:61.
5x6 =
5x6 = 2x3 II
D E F
5.00 12
2x3 J 2x3
c W3 a _
d
4 W4
H
1At'7q
b
d
3x7 = N M L K J 3x7 =
3x6 = 3x8 = 3x8 = 3x8 = 3x6 =
9-3-14 18-0-0 26-8-2 36-0-0
93-14 8-8-2 8-8-2 9-3-14
Plate Offsets X Y : D:0-3-0 0-2-4 F:0-3-0 0-2-4
LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.18 L >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.39 L-N >999
BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.13 H n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft - 240 Weight: 173 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-10 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-8 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B=1497/0-3-8, H-1497/0-3-8
Max Horz B--141(load case 5)
Max UpliftB--389(load case 4), H=-389(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C=-3068, C-D=-2766, F-G=-2766, G-H--3068, H-Im22, D-E=-2362, E-F=-2362
BOT CHORD B-Nm2775, M-N-2171, L-M=2171, K-L-2171, J-K=2171, H-J=2775
WEBS C-N=-3941 D-N=552, F-J=552, G-J=-394, E-L=-251, D-L=282, F-L=282
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL=6.Opsf; BCDL=6.0psf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint B and 389 lb uplift at joint H.
5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H11
Job Truss Truss Type Qty Ply Centex Orlando/2509-Afjsk/4-19-3
53906901 H 12 ROOF TRUSS - . _ 1 1
Job Reference optional
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:44 2003 Page 1
1' 6-5-3
1 11-0-0 25.0-0 29-6-13 36-0-0 17-0 pI
1-0-0 6-5-3 4-6-13 14-0-0 4-6-13 6-5-3 1.0-0
Scale - 1:61.
Sx6 =
2x3 II `"'s =
D E F
5.00 F12 TV
2x3 ,i
C
W2 W2
G
f
W4 wd v
iA
6
B1rT7-
H
7
Ig
3x7 = N M L K J 3x7 =
3x6 = 3x8 = 3x8 = 3x8 = 3x6 =
1 9-3-14 18-0-0i 36.0-0126-8-2 I
9-3-14 8-8-2 8-8-2 9-3-14
Plate Offsets X Y : [D:0-3-0,0-2-4jz[F:0-3-_O O-2-4j
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.22 L >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.43 L-N >999
BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.13 H n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl — 240 Weight: 169 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-3 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B-1497/0-3-8, H-1497/0-3-8
Max Horz B=-122(load case 5)
Max UpliftB--382(load case 2), H--382(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--3044, C-D--2779, F-G--2779, G-H--3044, H-1-22, D-E--2825, E-F--2825
BOT CHORD B-N=2747, M-N=2368, L-M=2368, K-L=2368, J-K=2368, H-J=2747
WEBS C-N=-309, D-N=432, F-J=432, G-J--309, E-L=-443, D-L-547, F-L=547
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-25ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 lb uplift at joint B and 382 lb uplift at joint H.
5) Truss shall be fabricated per ANSIfrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H12
Job Truss uss Types t Oty Ply Centex-Orlando/2509-Alsk/4-19-3
53906901 H13 IPS 1 1J:
r
Job Reference (optional
Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:45 2003 Page 1
Q 5-9-1 9.0-0 15-0-0 21-0-0 27-0.0 30-2-15 36-0-0 a7-0-p
1-0-0 5-9-1 3.2.15 6-0-0 6-0-0 6-0.0 3.2-15 5-9-1 1-0-0
Scale - 1:61.
5x6 =
3x6 = 5x8 = 5x6 =
O5.00 12 D E FTIA
2x3
2x3
c H
w1 W2 W2 w1
W4
y
13 1 J
d
A
l6
3x7 = O N M L K 3x7 =
3x8 = 3x10 M11184= 3x6 = 3x10 M1118H= 3x8 =
9-1-12 18-0-0 26-10-4 36-0.0
9-1-12 8.10-4 8.10.4 9-1-12
Plate Offsets X Y : jD:0-310,0-2-4jt F:0-4-0 0-3-0 G:0-3-0 0-2-4
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.28 M >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.52 K-M >826
BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.15 1 n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft - 240 Weight: 169 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-7 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-14 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B-1497/0-3-8, 1-1497/0-3-8
Max Horz B--104(load case 5)
Max UpliftB=-413(load case 2), 1=-413(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--3067, C-D--2813, D-E--2592, E-F--3350, F-G--2592, G-H--2813, H-I=-3067, I-J-22
BOT CHORD B-0-2771, N-0=3284, M-N=3284, L-M=3284, K-L=3284, I-K-2771
WEBS D-0=788, G-K=788, C-0=-252, H-K=-252, E-0-825, E-M-106, F-M-106, F-K--825
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-25ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
3) Provide adequate drainage to prevent water ponding.
4) All plates are TL20 plates unless otherwise indicated.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 413 lb uplift at joint I.
6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered
at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on
this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing
required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss
designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a
specific building. Any references to job names and locations are for administrative purposes only and are not part of
the review or certification of the truss designer.
LOAD CASE(S) Standard
2,
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H13
Job Truss Truss Type Qty Ply Centex-Orlando/2509-Alsk/4-19-3
53906901 H14
Job Reference (optional)
Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:45 2003 Page 1
1.0-p 4-6-5 7-0-0 12-6-14 18-0-0 23-5-2 29.0-0 31-5-11 , 36-0-0 37-0-0
1-0-0 4-6-5 2-5-11 5-6-14 5-5-2 5-5-2 5-6-14 2-5-11 4-6-5 1-0-0
Scale . 1:61.
7x10 =
5.00 12
5x6 = 2x5 II 5x8 = 5x6 = 7x10 =
D E F O H I
2x3 T2 T3 2x3
C
W1 I 1 W1 W1
W. of
A 8 81 e1 K L
ri
iIg Sx10 =
O P 0 N M 5x10 = 5x6 -
5x6 - 7x10 MIIISH= 5x6 - 5x6 - 7-
1-12 I
12-
6-14 18.0-0 23-5-2 28-10-4 36-0-0 I7-
1-12 5-5-2 5-5-2 5-5-2 5-5.2 7-1-12 Plate
Offsets (X,Y): [B:0-2-7,Edge1, [D:0-3-12,0-4-O ,[1:0-3-12,0-4-0jt K:0-2-7 Edgej,_ 0:0-5-0 0-4-8 LOADING (psf)
SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.
0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.81 0 >529 TL20 245/193 TCDL 10.
0 Lumber Increase 1.25 BC 0.77 Vert(TL) -1.16 0 >370 BCLL 0.
0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.21 K n/a BCDL 10.
0 Code FBC2001 Matrix) 1st LC LL Min I/deft — 240 Weight: 221 lb LUMBER BRACING
TOP CHORD
2 X 4 SYP No.2 'Except' TOP CHORD Sheathed or 1-9-8 oc purlins. T3 2
X 6 SYP Not, T2 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. BOT CHORD
2 X 6 SYP SS WEBS 2
X 4 SYP No.3 'Except* W1 2X4SYP
No.2, W1 2X4SYP No.2 W1 2 X 4
SYP No.2, W1 2 X 4 SYP No.2 REACTIONS (lb/size) K=
3079/0-3-10 (input: 0-3-8), B-3079/0-3-10 (input: 0-3-8) Max Horz B=-86(
load case 5) Max UpliftK--1129(load
case 3), B--1076(load case 3) FORCES (lb) - First Load
Case Only TOP CHORD A-B-
26, B-C--7065, C-D=-6987, D-E--9397, E-F--10284, F-G--10284, G-H--10284, H-I=-9397, 1-J--6987, J-K--7065, K-L=26 SOT CHORD B-Q=
6456, P-Q=6499, O-P=9394, N-0=9394, M-N=6499, K-M=6456 WEBS D-Q-290,
I-M-290, C-Q=34, D-P-3247, E-P--1253, E-0-10011 F-0=-687, H-0-1001, H-N--1253, I-Nm32471 J-M-34 NOTES (9) 1) Unbalanced
roof live
loads have been considered for this design. 2) Wind: ASCE 7-
98 per FBC2001; 11 Omph; hm25ft; TCDL-6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right
exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage
to prevent water ponding. 4) All plates are
TL20 plates unless otherwise indicated. 5) WARNING: Required bearing
size at joint(s) K, S greater than input bearing size. 6) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding 1129 lb uplift at joint K and 1076 lb uplift at joint B. 7) Girder carries hip
end with 7-0-0 end setback 8) Special hanger(s)
or connection(s) required to support concentrated load(s) 385.01b down and 310.81b up at 29-0-0, and 385.01b down
and 310.81b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 9) Truss
shall be
fabricated per ANSI/T-PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise
noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to
reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall
building design. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may relate to a specific building. Any references
to job names and locations are for administrative purposes only and are not part of the review or certification
of the truss designer. LOAD CASE(S) Standard
1) Regular: Lumber Increase-
1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:
A-D--60.
0, D-1--130.6, I-L--60.0, B-K--43.5 Concentrated Loads (lb) Vert:
D--385.0
1=-385.0 Customer No: 11045 Customer
Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/Job: 2509 EL.
A RF Date Req:04/24/2003 Draw No:53906901 HI
russ
53906901 JCJ5 ROOF TRUSS
I I I Job Reference (optional)
5, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:45
INNE
3x4 = 4-10-15 441r11
4-10-15 0-0-12
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) n/a n/a TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >263
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft - 240 Weight: 17 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-11 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
REACTIONS (lb/size) C-135/Mechanical, B-268/0-3-8, D-48/Mechanical
Max Horz B-115(load case 5)
Max UpliftC--116(load case 5), B--77(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-8=22, B-C-42
BOT CHORD B-D=O
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint C and 77 lb uplift at joint B.
3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit)
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 CJ5
Job Truss Truss Type
53906901 ICJ3 ROOF TRUSS
r
I I I Job Reference
ucts,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc.
Scale - 1:7
i ax4 _ 2-10-15 2.11i11
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a - n/a TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.01 A >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft - 240 Weight: 11 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-11 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) C-69/Mechanical, B-194/0-3-8, D=28/Mechanical
Max Horz B=73(load case 5)
Max UpliftC--66(load case 5), B--84(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-13=22, B-C-21
BOT CHORD B-D=O
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint C and 84 lb uplift at joint B.
3) Truss shall be fabricated per ANSIlTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 CJ3
russ
53906901 I CJ1 • I ROOF Tom"'^'
Job Reference ( ptional)
ek Industries, Inc. Wed Apr 23 08:33:46
Scale - 1:4
0-10-15
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.06 Vert(LL) n/a n/a TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 A >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl - 240 Weight: 5 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11-11 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) B-133/0-3-8, E-9/Mechanical, C-O/Mechanical
Max Horz B-41(load case 4)
Max UpliftB=-102(load case 4), C 27(load case 5)
Max Grav B-133(load case 1), E=9(load case 1), C-29(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-21, B-C--26, C-D--4
BOT CHORD B-E=O
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed; MW FRS gable end zone;
cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint B and 27 lb uplift at joint C.
3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit)
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
G.
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 CJ1
Job Truss Truss Type Qty Ply Centex-Orlando/2509-Afjsk/4-19-3
53906901 T8 ROOF TRUE 1 1
Job Reference( ptional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 06:29:01 2003 Page 1
1-0.0 6-5-3 11-10.14 18.0-0 24-1-2 29-6-13 36-0-0 7-0-
1-0-0 6-5-3 5-5-10 6-1-2 6-1-2 5-5-10 6.5-3
Scale - 1:60.
5.00 12
5x6 =
E
5x8
2 7 5x8
D F
2x3 2x3 x
C W W2 W2 3 G
T-1
W4 W4
A 9 H
ai xR1' Ig
3x7 = N M L K J 3x7 -
3x6 = 3x8 = 3x8 = 3x8 = 3x8 =
9-3-14 18-0-0 26-8-2 36-0-0
9-3-14 8.8.2 8-8-2 9-3-14
Plate Offsets (X,Y): [D:0-4-0,0-3-0] F:0-4-0 0-3-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.18 L >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.75 Vert(TL) -0.41 H-J >999
BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.13 H n/a
BCDL 10.0 Code IBC2000 Matrix) 1 st LC LL Min I/deft — 240 Weight: 176 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-6 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B-1497/0-3-8, H-1497/0-3-8
Max Horz B--187(load case 6)
Max UpliftB=-444(load case 5), H=-444(load case 6)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--3053, C-D--2770, D-E--19411 E-F--1941, F-13=-27701 G-H--3053, H-1=22
BOT CHORD B-N=2758, M-N-2278, L-M=2278, K-L=2278, J-K=2278, H-J=2758
WEBS C-N--349, D-N=481, D-L--704, E-L-1050, F-L=-704, F-Jm481, G-J--349
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per IBC2000; 11 Omph; h-25ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint B and 444 lb uplift at joint H.
5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 T8