HomeMy WebLinkAbout144 Bristol Forest Trl - BR04-002775 - SFRPERMIT ADDRESS A V R1('v j2b;QX C Zn-\ Lc:,D SUBDIVISION C - C" e (:)A -C Q I
CONTRACTOR PERMIT #C:)y - o-)-) S DATE F3U
Centex Homes
ADDRESS 385 Douglas Ave., Ste 2000 _ PERMIT DESCRIPTION
Altamonte Springs, FL 32714
407-661-2176 PERMIT VALUATION
c 1PHONENUMBE.
CGC 049689
SQUARE FOOTAGE 1
PROPERTY OWNER
ADDRESS
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
ty
tv
z
r
City ofSanford
Certificate of Occupancy
This is to certify that the building located at 144 Bristol Forest Trail for which permit number
04-2775 was issued has been completed according to the plans and specifications filed in the
permit, to wit as New 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
Engineering:
D. Richards
Public Works:
J. Crumpton
Utilities:
R. Blake
Fire Department:
Zoning:
Centex
Property Owner
02/ 18/05
02/25/05
02/25/05
02/25/05
CrVA . "f 02/28/05
Building Official Date
CERTIFICATE OF OCCUPANCY t>9
REQUEST FOR FINAL INSPECTION
0
New Single Family
DATE: 02/23/OSC
PERMIT #: 04-
ADDRESS: 144 Bristol Forest Trl
CONTRACTOR: Ce-
PHONE #: Brant 407-947-2045
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.
OPublic Works
OUtilities
OFire
0 Zoning
OLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
C.
CERTIFICATE. OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
DATE:
PERMIT #i
ADDRESS:
CONTRACTOR:
PHONE #:
New Single Family****
02/23/05
04-2"5-1
144 Bristol Forest Trl
Centex
Brant 407-947-2045
Es
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. I
OEngineer
ublic W
OUtilities
t
Fire
lZoning
JLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
4
1
i i l l l l
i i i I iCERTIFICATEOFOCCUPANCY8 ; o 1 it
REQUEST FOR FINAL INSPECTION,
I ,
I 1
New Single Family**** '
1 : I t I
DATE:
PERMIT W.-
ADDRESS:
CONTRACTOR:
PHONE #:
02/23/05
r
0__
144 Bristol Forest Trl
Centex"
Brant 407-947-2045
t I t I 1
1A it
N
V.
AV
vQi'
0
CU
LW
4
0
The building division has prepared a Certificate of Occupancy for the abovelocationandisrequestingfinalinspectionbyyourdepartment. After yourinspection, please sign off and date the C. O. or submit addendum if it hasbeendeniedorapprovedwithconditions. Your prompt attention will beappreciated.
OEngineering OFire
OPublic Works OZoning
tilities OLicensing2or
CONDITIONS: (TO BE COMPLETED ONLY IP APPROVAL IS CONDITIONAL)
J
LMBC1001 CITY OF SANFORD
Address Misc. Information Inquiry
2/25/05
09:20:22
Location ID . . . . . . . 247845
Parcel Number . . . . . 22.19.30.502-0000-0250
Alternate location ID . .
Location address . . . . . 144
Primary related party . .
Type options, press Enter.
5View detail
Opt Description
PLANNING & ZONING COMMENT
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
BRISTOL FOREST TR
Free -form information
PRESERVE AT LAKE MONROE
LOT 25 ****************
SW DEV FEE $1700.00 WA DEV FEE $650.00
BP04-2775 PD 8-12-04 SEE REC#7101
3/4"WA METER SET FEE $190.00 PD 8-12-04
REC#7101
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, 200E
ELEVATION CERTIFICATE
Important: Read the instructions on loacies 1- 7.
SECTION A - PROPERTY OWNER INFORMATION For Inst ame Corr9w7 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
144 BRISTOL FOREST TRAIL
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 25, PRESERVE @ LAKE MONROE
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (type):
IIO° - Olt' - HO.##" or ON.####1' NAD 1927 NAD 1983 USGS Quad Map Other:
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER BZ COUNTY NAME B3. STATE
CITY OF SANFORD 120294 SEMINOLE FLORIDA
84. MAP AND PANEL B7. FIRM PANEL 09, BASE FLOOD ELEVATION(S)
NUMBER 85. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONES) Zone AD, use depth of flooding)
12117CO035 E 4117195 4/17/95 X WA
U1 U. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
FIS Profile ® FIRM Community Deterdned other(Desrn'be):
B11. Indicate theelevation datum used for the BFE in 139: ® 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 Consh dion' ® Finished Consbuclion
A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number 1(Seled the building diagram most similar tothe building forwhich this certificate is being completed - seepages 6 and 7. If no diagram
accurately represents the building, povide asketch orphotograph.)
C3. Elevations — Zones Al -A , AE, AH, A (with BFE), VE, V1430, V (With BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, ARIAO
Complete Items C3.-a4 below according to the building diagram specified in Item C2. State thedatum used. If the datum is dlferernt 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 povided or the Comments area of
Section D or Section G, as appropriate, todocument the datum conversion.
Datum NGVD'29 ConversimlComments NONE
Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No
a) Top of bottom floor (including basement or enclosure) 13, 9 ft(m)
o b) Top of next higher Door 22.3IL(m) o
0 Bottom of lowest horizontal structural member (V zones only) NIA. ft (m) o 0
o d) Attached garage (lop of slab) 13. 4 k(m) E
o e) Lowestelevation ofmachinery andlorequipment w
servicing the building (Describe in a Comments area) 13.2 ft(m) a ;?
E ro
0 9 Lowest adjacent (finished) grade (LAG) 12 ,1 t(m) m . u g) Highest adjacent (finished) grade (HAG) 13. P.0)
u h) No. of permanentopenings (flood vents) within 1 It. aboveadjacent grade 0
o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information.
I certify that the information in Sections A, B, and C on this cerfifrcate represents my best efforts to interpret the date available.
1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001,
CERTIFIERS NAME: JAMES J. JILES UCENSE NUMBER: 4997
TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC.
ADDRESS CITY STATE ZIP CODE
1030 N. ORLANOD AVENUE, SUITE B WINTER PARK FL 32789
SIGNATURE DATE TELEPHONE
V16105 (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 Qnducfi g Apt, Unit; Suite, and/or Bldg. No.) ORP.O. ROUTEANDBOX NO. Poky Number
141 BRISTOL FOREST TRAIL
CITY STATE ZIP CODE Company NAIC Number
SANFORD FL 32T71
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenVoompany, and (3) buildtng owner.
COMMENTS
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL
MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
ForZoneAO and ZoneA (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 aocuralely
represents the building, provide a sketch or photograph.)
EZ The top of the bottom Iloo (including basement orenclosure) of the building is _ t(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ t(m) _in.(an) 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 _ t(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use
natural grade, N available).
E5. For Zone AO only: If no flood depth number is available, is the top of the bottom fbo elevated in accordance with the oommunitys floodplain management ordinance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner orowner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and Efor Zone A (without a FEMAassued or community -
issued BFE) or Zone AO must sign here .The statements in Sections A a G and Eare correct to the best ofmy kxN tedge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is suthorized by law orordinance to administer the community's floodplain management ordinance can Compete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete the applicable items) and sign below.
G1. The information in SeGion C was lakes 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 oommunity official completed Sadcp E fora buildinglocated in Zone A (without a FEMA-issued orcornmunitymissued BFE) orZone AO.
G3. The following information (ItaTkG4 0) is provided for community floodplain management purposes.
G4. PERMIT NUMBER G5. D TE PERMIT ISSUED G6. DATE CERTIFICATE OFCOMPLIANCE/OCCUPANCY ISSUED 1
G7. This permit has been issued for. New Construction ' Substantial Improvement
G8. E1evaGon of as4xrilt lowest floor (including basement) of the building is: _. _fL(m) Datum:
G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
Check here 9attachments
FEMA Form 81-31, January 2003 Replaces all previous editions
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 25, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
X,=30'
GRAPHIC SCALE
0 15 30
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
COMMERCE TITLE COMPANY
COMMERCE TITLE INSURANCE COMPANY
CTX MORTGAGE COMPANY. LLC
NOTE:
I # o
r
i 1 WALK IS
1 ON LINE
W
I
Y7n1AnL
pO
Id
50.00'
P
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 2-15-05, UNLESS OTHERWISE
SHOWN. I
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.
1 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.
EASTERLY LINE OF LOT 25
FIELD DATE:) )0-14-04 REVISED:
SCALE: t = 30 FEET
APPROVED BY: SJ FINAL 2-15-05 FBC
JOB NO. ASM39639
PLOT PLAN 5/28/04 SDO
DRAWN BY:
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).
LOT 26
LOT 24
i S35'36'49'W
25.00.
1I _ 560 33' _
554'23'11"E 610.33'
BRISTOL FOREST TRAIL
50' RIGHT-OF-WAY
Q 6=48'11'23"
L=21.03'
R=25.00'
CB=S59'42'31 "W
C= 20.41 '
6=90,00,00"
L=39.27'
R=25.00'
CB=S09'23'11 "E
C = 35.36'
A= 217'50"
L= 2.00'
R=50.00'
CB=N82'39'17"E
C=2.00'
PT
CENTERL114E OF
RIGHT-OF-WAY
LEGEND
BUILDING SETBACK LINE
CENTERUNE
RIGHT OF WAY LINE
T 1• A EXISTING ELEVATION
O CONCRETE
LB LICENSED BVSIHESS
LS LICENSED SURVEYOR
PRM PERMANENT REFERENCE MONUMENT
PCP PERMANENT CONTROL POINT
P) PER PLAT
M) MEASVRED
FND FOUND
C/W CONCRETE WALK
S/W SIDEWALK
ChP CONCRETE PAD
CS CONCRETE SLAB
C CHORD LENGTH
PK PARKER KALON
R RADIUS
POC POINT OF CURVE
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER 1.816393
1030 N. ORLANDO AVENUE, SUITE B
MINTER PARK, FLORIDA
32789 (407) 426-7979
QFND NAIL AND DISC
LB 168 (2/15/05)
0 FND 1/2' IRON ROD
NO ID (2/15/05)
CNA CORNIER NOT ACCESSIBLE
o DENOTES DELTA ANI;LE
L DENOTES ARC LENGTH
C D. DENOTES CHORD BEARING
PC DENOTES POINT OF CURVATURE
PI DENOTES POINT OF INTER5CCIION
PRC DENOTES POINT OF REVERSE CURVATURE
PT DENOTES POINT OF TANGENCY
TYP TYPICAL
A/C AIR CONDITIONER
COW CONCRETE BLOCK WALL
RP RADIUS POINT
TOO TOP OF BANK
ID IDENTIFICATION
POL PORIT ON LRIE
PCC POIIIT OF COMPOUND CURVE
SURVEY, SUBJECT TO THE SURVEYOR'S NOTI
CONTAINED HEREON MEETS THE APPLICABLE
MINIMUM TECHNICAL STANDARDS" SET FORT
BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS IN CHAPTER
61G17-6, FLORIDA ADMINISTRATIVE CODE
PURSUANT YO CHAPTER 472.027, FLORIDA
STATUTES. '
4a- 9;/i7/s
FOR
THEFIRM
JAMES JAY JILES PSM #4997 DATE
Frrr`f
Jvh Adtr s / T
L'}^plbor. of '1"df:•Yl:: lM
Y
f '•- . % s
1•liscp'fif District:
Permit Type: Building F,1cctical l41es)nical ' 11,
Flae.* Nng Fire Sphnkle,/Alarm Fw
il6G1r icnl: Nedv 4 of AMPS Addition/A3'lirrttt}on Qenge e' Se -vise TCMVQfQiy Fele _
h eshaniea{.' Residential 1on-Residentia) liepktorrnt 1Nesi (Dar, L-3youl a Energy C>J. Required')
r. P tittmiit€J New Counnerciai: #+ of Fixtures # of Watsr tt Sewer Lipp ? dfC-60 Lines. ,
Fiumbing/New Residential: # of W Closets Plumbing Repair— Residential or Coxr mach.) •:
McuPoncY Type: Residential Corrurxrcial industrial Tot<i Square Foula .e: _
Cotistruttlen Tyne: # of Stories: V of Dereiiing Units: F100d Z*Iae: (FERIA fvrnr rbgaired far t+itic:T ginU
Parcel K:
Atiaeh P"f of Ownership A Lagat Vesaiption)
Bonding Company
Address
Mori;agr Lender
ArchiiecVEngineer:
Address,
Phone.
Application is hereby made to obtain a paintto do the .cork and installations as indicated. I certify th--1 no Work or installation has eomnicrrf ed pr,ni Ic, tlif issuanceofapermitandthatallworkwillbeMfotm-,.d to meet stmdards of all laws replating consCuctibn in this jurisdiction, I undmtand that a separate permitmustbesecuredforELECTRICALWORY., PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNER'
S AFF1DAyla: i ccriiall that al) of the fomgoing inforimrion is emuraic and iha;,J) work Trill be done in compliance with &I) a hcal•.Ic Nw% , d,Tin pP !' • $ constructor. and Zoning- `i AI;Nr G TO GWl fE YOUR rP,JLUP.E T ORF:CORln P, NGTiCE Or' CCIi`ih'IEi`bCE]v;EF17 MAY TiESULi 17 r 1'' /1 fi T',"'ICE FOR I PRO`ip! Er1T5 TCl YOURPP LF YOU i)~1 i P?D TG OB T /.,. N } I<t'iaCil`:G, COid ULT WJT 4 YOUnLENDER QX Ala r,TT(:R)`IEY EEFOp—F RECORDiNGYOUR NOT)CE OF COMMENCEMENT. NOTICE: in
additiori io the requremenL of this pe•mrt, there may be additional restrictions applicablie w ilus propel that may be found in the fivolir. >ord< of this county, and there rr;, be vdd) ions) PUMAS required from other governmental) enlibes such i waier ,i-rTagement districts, state agenrirs, ca f, dr Acccpu,ncc
of permri is ,enficaiion that 1 µill notify the owner of The propeny of the rcquireirrtnL of Flonda Lien IiJw. FS 713. NOY '2
9 1004 TP;r7aurrofOwiia.;//tigcni Date ST •:,arwr. of Conc-,mr/A eni P. gDatePrim Ownci/
Ageni's Namc ROBERT G. 1<}iTcc_ l ",nlr-
don, n ; Nam NOV 2
9 Z004 STgnawrc• ofNciaryStaicofFlondaDateSimatuicofh•_n•Siace of Flonda parr O,mv/
Agcni is Pen,00all. '-nown io Plt or Conircior/A!: -• .i _ PcrsonaIw Known 10 Me or Produced IDPioducc. .n AI'1'
I.I( AI ION AI'I'ItO\'fU UY- Bldg Zoning. Imual B
Daic) lniiial r Daft w ryj slru (; I ; rri 'f:'1 1 Y OMMISSI0.111»:i-pR-'P i: 7iCrail"•TSTtTons••
i EXPIRES: Junetd,20W F e_
r,n n,,,, NxaPi.9' cUrWoTwrMrs e.
VJII WITY f,ll::,
TIvI17-At"T" QYATI:71yll::,IOT
TCC`l ll':'T*% GyV ('"I''TV VW" CAl,11::"(")1::ly%
ityly."C7C. .1 eN/I I & 10Z
01 1 T I YN T KI C:' I::, I::' K;-I*rt T T K-11 IJIYIV.-:",; LA Y.VN IIbI T KII
I WIT ^T'lTM:'.I::,C%
T F% .'yI II:,.. T Q YN 1 f"T T V) I.,I (N r.,
40 cl;Ll
Cl
z -145" C-1 A'T' I rN•y.
IyII:7 4d, rl
I 1`1ND f'6TI:'f7f1Ry!! 001 Rinn"Ir-N
I JNTT RATP- 0 X 'T Yl::'I::" TFITAL. Ol K-
T I DIST S C 11 E 1) 1.) L. E . i, CIF:' I IINITTS
F,%*OADS
A :. .1RTE'R I A I S W' Dl:.- C 0 .1 0 i t 1, $ d w.l. ui $ 705.. 00 7 0 0 o
C' 0 1 1 EECT ("11--, S 1"101-VTH 0 d W 1. Lk I-) i 't $ ei,., o o I
L.I., Li R (11 R Y CIO wl 1) 1::,. 0 d Wl Uni -"-. !I, 1".'. 4 0
3SCIF-1001 13 Cl 0 WE DE-, C) 1d .)l u I.) i t $1. .3E 4 00 1. $ I "'IEel., 00
AIVIOU1.41, DUE, $ 2 j: In
SSTATE:: lyl 1:;'N T
r
r
C, v Ei: 1) 1`3Y E31 Ci N AT U R E,
V, I. 1::: A S V:, 1::, RT lqT I%.IA IVI 1:7
NOTE TO rronm-%mr FATI IlRF 'yTI WFIT1,Py (IIIIN11.714, AKjy)
E'NSURE'. 1-11711:.] Y PAYMENT MAY RF:'C%I 11 T TI%I Yr'lI IR I TABTI TTY F:TIF'%' TIAP'
D.CSTRTE'il 1TIT111,4 --, 'I f " ('I 11HTY I T Y
2 A V, F:1 L T C A N"T 4 CV)t 11%.ITY
1,4 (Ty, 1::, >Y..*
A 1: '11* 1:7 A T) VT R V T) TI.-InT THT5, TR A R "T'Al"Filyl F:"KIT (11:7 f"!..l
ARE: T) I 11:7 (N%IT) P` A YAT41 P' P'lRT UI 1:, T C, CZ, I I (. KI r VIP" rJ T-A ITI T)TNIV:
ARE, Al,Rfl AT)k)TRI::'T) TVIAT (.)I%.IY FIP' "'14.11:7 APPI 'I"FY) I'-I'T .. FIR
TC) AI •P, I:- AI Tl..!P f-Al f-I 11 P F) 4JT) 1
1:1: 1) 1.) Cl AT T (l 1.4 A I r 5RF%klflfll ) T ITI V* A T Ill IF'T p p- P, y 1::, R f"T R V Y) Ti Y F T I TIAF,,
III T T I. -I T IQ 11 I;:'MT).A.I:;- T)^Y(:, C) 1;:, TI..II:.' I I . I . INI f
I)A'T'I::, AWMV., TOIT KNIT' 1 A,T,vv:i 'n.mm rvv;-7-r v-r f-4.0'r nF I'T"Fli I!::*nlNlF,y Fll:,., I'
ll"T'l lIZIA!"IFly IPCIT 1:71,11Z, I_.*I::,klTI,_-I.I lyll IC"T IV11:7IL"T TI.-M, TI.II::, f"
IIIIATY I ANY) T)!::"VP"I r)PIyIPA%!T F'rIT)V. f`FlP*I'P'C, Fll::' Tb.IP' Pill VC (71CMP"PKITI.J.", AP,PP,^! C'. iviAY
Y."ir" iz-rriern III::, f*ll:;. PPCII II:7(ZTI::"T%. 1::.l ^Ij TIVIC-1 1_-lTlW'I0TA'T'TV)1%I Vll::A::'Tf "r. . I.
I ()"I V-jJ75:,T !:Z'T"I:;TT-T.. F.,4WFTIPT) VI VIPTY)^ " .,:, _T7 1 •1 r ArV7 ) 4 V*
AYIy!I::'KI"T' Q0.011 11 T) T417 ITIAT)P" (ITTY C11:7 Vil
I'll WVKIF. C,
r,ll::Iy" C, 1 P,
A Y ly! V, Kl . y . Q ... .... . . . - .. I ZIA( . 11 11 V) P17 Tay ("I.417(li/ V)I-, ITIO10C,v A I. IYN t'll lrl l so V% .. .. .11• T1
II::' KII IIVIT4VI:;, 4% K! TN ("I"y"y IV41 ITI T) T Mr., P 1:7 1:;, PFIT T KII lIvIT-417P CST TIA.'Y"(11::, I
F11:7 71.11:7 5:,.
y . A . T . P 1711:71.xy. I.cz %w .1-T) nml y FW:, ATWW 00
CITY OF SANFORD PERMIT APPLICATION
Permit # O1-A o —7 S -
n #17 --A 107. 'Pate: JUN 14 2004
Job Address:
Description of Work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING
Historic District: Zoning: Value of Work: S
Permit Type: Building XX Electrical
Electrical: New Service — # of AMPS
Mechanical: Residential Non -Residential
Plumbing/ New Commercial: # of Fixtures _
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'
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential -Dr Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: 11- # or Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel#: 22-19-30-502-0000— 0 (Attach Proof of Ownership& Legal Description)
Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE. , STE . #2000 , ALTAMONTE SPGS . , FL. 32714
An7-ARI -91 7E
Contractor Name & Address: VA I K I L R J
Phone & Fax: 407-661-2176/661—
Bonding Company: NA
Address:
Mortgage Lender: NA
Address:
Architect/Engineer: HURRICANE ENGI
umber: CG C049689
INES Phone: 407-467-2643
Ph.& 407-774-9003
Address: 9Fax: 407-774-8477 Application
is hereby made to obtain a permit to do the work and.,t. allati ns as indicated. 1 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 concoction in this jurisdiction. I understand that a separate permitmustbesecuredforELECTRICALWORK, 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 will n t the owner of the property of the requirements Flori Law, FS 713•iJUNO
12004 Signature of
Owner/AgentDate Signature KN rractor/
Agent
Date P GHT
Print Owner/
Agent's Name Pri ontracto /Agent's Name JUN 01
2004 Signature of
Notary -State of Florida Date Signature of otary-State of Florida Date Owner/Agent
is _ Personally Known to Me or Contractor/Agent is X X PersonallyKnown to Me or Produced ID , _
Produced I APPLICATION APPROVED
BY: Bldg: LC ,L t- OA Zoning, Utilities: FD: Initial & Date) (
Initial & Date) (Initial & Date) (Initial & Date) Special Conditions:
KIMBERLY A
BROWN s prrp.; Comm#
DD029W2 Expires 3/
29/2008 Bonded on (
8pp)432-4254: S....... ........ Florida
Nota....gn......ar
ry At,sn., I..
T,
City of Sanford Building Division a
Submittal Requirements for Residential Building Permit
D 1. Two (2) recent boundary and building location surveys showing setbacks from all
structures to property lines for permit for structures (not fences).
D 2. Two (2) complete sets of construction design drawings drawn to scale.
Complete sets to include:.
a. Foundation plan indicating footer 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. s'The State of Florida requires bathroom
compliance with Florida Accessibility Code.
C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation
height as per Engineering Department or subdivision plat.
d. Cross sections ofall wall sections to be.used in the structure, bearing and non -bearinginteriorandexteriorwalls, show all components of wall sections.
C. 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:
I. Garages/Carports sq ft2. Porches/Entries sq fk3. Patio(s) sq. ft. 4. Conditioned Structure O sq. ft.
Total Gross Area sq fiJ3. Three (3) sets of completed Florida Energy Code Forms.
4. 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 his
representative.
5. Other submittal documents:
a. Utility letter or approval when public water supply and/or sewer system connection tobemade.
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 details regarding the arbor ordinance and permit.
d. Seminole County Road Impact fee statement.
C. Property ownership verification.
f. Driveway permit issued by City Engineering Department.
6. Application to be completed thoroughly and signatures provided by a licensed and insured
contractor and property -owner. If electrical, mechanical, or plumb-mg.permits have not been
issued, inspections will not be scheduled or made and subcontractors will be subject to penaltyundercityordinances.
Date JUN 0 12004 Owncr/Agent Signature
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL LIM03 on Cl Back (j
4t
r
f
Seminole Count),'
rriCt.4
1101 K. Fir" St. 1-
ntuttl -1, 12771 a1
407•66,9-7106 tip
2004 WORKING VALUE SUMMARYGENERAL
S3-SANFORD Value Method: Market
30-502- Tax District: WATERFRONTParcelId: Number of Buildings: 0
0000- 0250000 REDVDST Depreciated Bldg Value: $0
Owner: CENTEX Exemptions: Depreciated EXFT Value: $0
HOMES
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: 144 BRISTOL FOREST TRL 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 25 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.
Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www.scpafl.org/pls/web/re_web.semi no le_county_title?PARCEL=22193050200000... 5/28/2004
CENTEX HOMES
Orlando Division
365 Douglas Avenue, Suite 2000
Altamonte Springs, FL 32714
Office: (407) 661-2150
Fax: (407) 661-4069
www.centex-oriando.com
TO WHOM IT MAY CONCERN:
Effective immediately, and until further notice, this letter will
serve as authorization for Jackip- Caines or Nan Holmes to sign
permit applications and energy calculations.for any lots owned by
Cented 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 A-45",
PATRICK J. KN
CGC049689
STATE OF FLORIDA COUNTY OF SEMINOLE
The foregoing instrument was acknowledged before me this
JUN 0 12004 by. Patrick J . Knight, Division
President of Centex Homes - Orlando). He is personally known to
me and did not take an oath.
NOTARY PUBLIC
KIMBERLY A. DROWN
pr w, Comm# DD0299442
a4 .' Expires 329/2008
pc Bonded V u (BW)432-4254:
Florida Notary Am.. Inc1............................ ..............
W. I
iLL...w... F ..... ..
1,,-
r SH-25 H-25(+
22/ F24) 2/ -24)
EGRESS EGRESS
r //
w/e
w qc-
BEORM @3 BEDRM n
Ram RAGS
GwORR CAVEIRR
Ion
u
of
SI'1'Y' L_J raAra
n11I
yAe
Vl•
fig, ARHANDLER TO FIAVE
KK OF {• CLEARANCE Qi
ALL GKXG AND ENCIDeIOiE
SPACE SHALL eE POL O•
ORDER THAN APPLIANCE
MASTER BEDRM
f RA QO
CARV RR
SH-25.
EGRESS «22/ -2) SH-25
SH-25 EGRESS (a22/ -2
DBL-25 (422/ -24)
21/ -28)
2nd FLOOR PLAN
NOTE: ELEV.'A SHOWN. SEE PARTIAL PLANS FOR ELEV.'S V VC)
m
241 M WINDOW SEAT
yyy DBL-25osenalereeaaaaAaOw -23
Oi eAG0.- SH-25
N1 EGRESS
Irnt•.A{Qir .
aaal ,' '. •iN: `Y•Z.tdA'J.'a, .?'•fv"'^^•-'•- : ':_ .: •.: !1 I I 2 1 `W
nIcu
m"
to11N `
dN
Li S
7
MISC. FLOOR PLAN NOTES:
U EXTERIOR IUALLS WERE VERIFIED
RIPFICIENT FOR %EAR LOADS
V SEE FOUNDATION FLAN FOR
FILLED CELL LOCATION.
3) ALL INTERIOR WALLS TO BE 31R'
UNLESS OTI MSE NOTED.
r_______________1
1 OK. PA 1
4 TJIV Ar
68xbID PA
SH-23 1 d SH-25 SH-25
022/ _24 1 <a22/ -2/) <a22/ -2 )
6-0 X 6-8 SG100
e e — 21/ -23)
i
1 KITCNEN
Raae
00
NOOK -
Rase
FAMILY RM
0IRw" —
CAMI
1
i aaNe -- OK i
oI -AMU
1
a"
i
LRY I ew vnau
SFRXOA I
eH
Tlfe'I
CHA9E FORER041
DNIWs RM
R.a Qe
CAVUKA
s•a
1-CAR GARAGE
e'RA Qe
Q7C RR
r RYiI ercP
r= -- ---------------------------------:
ElilYYL i
1 1
1
LIVING RM
9 RAI Qe o ; ': •``
CAFM RR
7' O.KD.<a19/
PANEL /llllkl ONO
21/ -2
DBL-25
21, -20)
PEP
4JALL
1
STRICTURAL' WADES
TO BE DOUBLE Y.10 M66
NOTED OTFgF 6E
1st FLOOR F
FIRSC TI A'
B olinRooR 1Ana FT: LIVNGm 1
eAwEtnNTOT 'AIGLIVN3 SMIla".
a .
FT
TOTAL MR ROOF 29M SaFT.
GTD. PATW ,Fi,Sa FT.
TOTAL ' I" sa "i
MT. QM FAT tv M FT
ISM.. het• I •1..111 GAR I
s, N
P UP 94
TOTAL AMA 3*1
11=1I
13
O
LL
dwet
ICI An =rb. FLOOR PLANA2LEGENDENGINEERING
4" a/.elo on (
m +. Tnm=8 O AFF. 8fiti IBdLI rA a wrn f •a ma WlR mle e
A I100001 /d Nq
This Instrument Prepared By:
NAME: Debra A. Riggs -Centex Homes
385 Douglas Avenue, Suite 2000
Altamonte Springs, FL 32714
Permit No.
NOTICE OF COMMENCEMENT
SEMINOLE
STATE OF FLORIDA
COUNTY OF ORANGE
MARYANNI: MORW1 CLERK OF CIRCUIT COURT
34INIu.F. COUNTY
BK 05334 PG 0449
CLERK'S # 2804087297
RECORDED 86/63 em 61153112 PN
REEARDINO FEE8 10.0
REEXIIiDI:D 8Y L "inlay
THE UN15ERSIGNED 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 , 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 ofFee Simple Titleholder: N/A
4. Contractor: CENTEX HOMES'
V85 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.
e.x-ni;FWD COM
MARYANKT- MORS"
K OF CIRCU COU"
pLE GO
Et N,
13W 3 ItA
7. Persons within the State of Florida designated by Owner upon whom notices or other
documents may be served as provided by Section 713.12 (1) (a) 7.,
Florida Statutes: CONTROLLER
Phone: (407) 661-2150 Fax: (407) 661-4089
8. In addition to himself, Owner designates the following person to receive a copy of
the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE
9. Expiration date ofNotice of Commencement (the expiration is date is 1 year from
the date of recording unless a different date is specified)
Debra A. Riggs
OFFICE MANAOBR FOR CINMMHOMES, 215 DOUGLAS AVBMM SUITE
2NO. ALTAMONTB SPRINGS. FLORIDA 32714 THE
FOREGOING INSTRUMENT WAS ACKNOWLBDOBD BBPORB ME THIS JUN
0 12004 BY
DBBRA A . RIGGS., OFFICE MANAGER CBPr'
BRREAL ESTATE CORPORATION, A NEVADA CORPORATION Wkfa 2729
HOLDING CORPORATION, A NBVADA CORPORATION. DBBRA A. RIGGS IS PERSONALLY
KNOWN TO ME ANDDID NOTTAKE AN OATH. NOTARY
1`UOLIC JACKIE
CAINES MMh
T v az ('"rng WMSM an
nor PMdedVft(ODDOW-42W wu...i:....yy 10..NoteiloAi.i.'...++ i..i
CITY OF SANFORD PERMIT APPLICATION
Permit # : 64 s X % 7-6' _
7-
Date: ' 1 b - C,
Job Address: I qq grtOared ared1 rkt 1 • A/1 iy f d Lo f 3 Description
of Work:—Sewc&j S ySl ern Phoh e Lfibld , Historic
District: Zoning: Value of Work: S yQ0• Cp Permit
Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical:
New Service —# of AMPS Addition/Alteration Change of Service TemporaryPole Mechanical: Residential
Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New
Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New
Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type:
Residential P/ Commercial Industrial Total Square Footage: Construction Type:
Parcel p:
Owners Name &
Address: _ SDI%AgS
F/ Contractor Name &
Address: of Stories: #
of Dwelling Units: Flood Zone: (FEMA form required for other than X) Phone & Fax:
4 0? — .2 k 2 — 11 u q Contact Person: Bonding Company:
Address: Mortgage
Lender:
Address: Architect/
Engineer:
Address: Attach
Proof
of Ownership & Legal Ave Phone:
t11
va
U lGi u o State License
Number: G Fo 00 d 91 y alrry MC
6.oy Phone: 1 0T- 28Z - 2 Phone: Fax:
Application
is
hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to 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 requireme of Florida Lien Law, FS 713. C Signature
of
Owner/Agent Date Signature o ntractor/Agent V Date f M4Co11
Print Owner/
Agent's Name jJ Contractor/
Ai
nt' Name 1 [-)Joy
Signature orNotary -State of Florida Date ure ofNotary-State of F Itfrida DateOwner/Agent
is _ Personally Known to Me or Produced ID
APPLICATION APPROVED
BY: Bldg: Initial & Date)
Special Conditions:
Zoning: Contractor/
Agent
is _ Personally Known to Me or Produced ID
Initial & Date)
Utilities: FD:
Initial & Date) (
Initial & Date) fkXCfc KNOX
Commission N
OD0168858 Empires 1=
7R006 Bonded Ihrouph
Florida Notary
Assn.. Inv.
POWER OF ATTORNEY
Date:
I hereby name and appoint 1141- r 16f of
RANGER AMERICAN to be my lawful attorney in
fact to act for me and apply to the ( 1 4 U S/9/tror cl Building
Department for a LOW VOLTAGE permit For
work performed at a location described as: Section
Township Range Lot Block Subdivision:
Qrt's46( Fores 4 1 (`L Address
of Property) C,.
A4ej(___ )J,~e s Owner
of Property) and
sign my name and do all the things necessary to this appointment. JAMES
D. OLIVER Type
or Print Name of Certified Contractor Signature
of—CertifitxntractorThe
foregoing instrument was acknowledge before me this day of O Who
is rsonally known to o/or who As
Ae ion and who did not take oath. Commission #
I bII P s$6 State
of Florid County
of n
0000
Vty
Commission Expires:y C°'""1'' +
yz'
2°08 E
ed tuou9" te
Bo"
e
V 1
PLOT PLAN
DESCRIPTION: (AS FURNISHED)
LOT 25, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
IMPFRVIOIJ% CAIClll ATION% (I OT ONI Yl
LOT 25 CONTAINS 7049 SQUARE FEET t (LOT ONLY)
THIS STRUCTURE CONTAINS 1505 SOUARE FEET t
TOTAL CONCRETE 540 (WITHIN LOT ONLY) SO. FT. t
TOTAL SOD 4961 SO. FT. t
PERCENT OF CONCRETE do STRUCTURE TO LOT 29X t
1.
GRAPHIC SCALE
0 15 30
R
BUILDING SETBACKS
FRONT: 25'
REAR: 20'
SIDE: 5'
CORNER: 15,
PREPARED FOR:
CENTEX HOMES
i
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
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 EASTERLY LINE OF LOT 25
BEING S 35'36'49' W PER PLAT.
FIELD DATE:) REVISED:
SCALE: I' a 30 FEET
APPROVED BY: Si
JOB NO. ASM39639 PLOT PLAN 5/28/04 SDO
DRAWN BY: - _
ro,e e— n.e •n —.1
LOT 25 UP TO CURB CONTAINS 8984 SOUARE FEET t
THIS STRUCTURE CONTAINS 1505 SQUARE FEET t
CONCRETE 1373 SO. FT, i INCLUDING (SIDEWALK/APRON)
TOTAL SOD 6106 50. FT. t
i LOT 26
LOT 24
O A=48'11'23"
L= 21.03'
R=25.00'
CB=S59'42'31 "W
C=20.41'
6=90-00'00"
L=39.27'
R=25.00'
CB=S09*23'11 "E
C=35.36'
i S35'36' 5.04'0w2
1 _ 560.33'
RLI/+
PT
S54TSI1'E 510.33' CENTENE / OF
RIGHT-OF-WAY
BRISTOL FOREST TRAIL
50' RIGHT-OF-WAY
LEGEND
BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH
POD POINT ON BOUNDARYCENTERLINEPCCPOINTOFCOMPOUND CURVATURE
RIGHT OF WAY LINE POC POINT ON CURVE
PROPOSED ELEVATION OR OFFICIAL RECORD
pp PLANNED DEVELOPMENT
PROPOSED DRAINAGE FLOW o DENOTES DELTA ANGLE
L DENOTES ARC LENGTH
CONCRETE 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
TYP
DENOTES POINT OF TANGENCY
TYPICALP) PER PLAT A/C AIR CONDITIONERM) MEASURED CBW CONCRETE BLOCK WALLFND
C/W
FOUND
CONCRETE WALK RADIUS POINT
SIDEWALK CVSS CONCRETE SLAB
CONCRETE PAD C CHORD LENGTH
PB PLAT BOOK 50. 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 BEEN
LOCATED EXCEPT AS SHOWN.
3. NOT VALID MATHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
ANn MAPPER.
1 A , FOR
l JA4/lam/i_'
1
FIRM1030N. ORLANDO AVENUE. SUITE B
WINTER PARK, FLORIDA
32789 (407) 426-7979
FORM 600A-Z001-
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
w Residential Whole Building Performance Method A
Project Name: 2509 MR Bp2 Builder: CENTEX-FOX & JACOBI
Address: % BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD
City, State:' LAKE MONROE, FL • Permit Number:
Owner: CENTEX HOMES Jurisdiction Number: 691500
Climate Zon :;; Central:: ?:!,- sz • _ .... -:. • ,:, :....,,,;.-^r;:
I. New construction or existing New _ 12. Cooling systems
2. 'Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtuft _
3. Number of units, if multi -family 1 _ SEER: 12.00 _
4. Number of Bedrooms 4 _ b. N/A
5. Is this a worst case? Yes
6. Conditioned Door area (W) 2509 n' c. N/A
7. Glass area & type
a. Clear - single pane 258.0 D' _ 13. Heating systems
b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 kBtwU _
c. Tintlother SHGC - single pane 0.0 fix _ HSPF: 8.50 _
d. Tint/other SHGC - double pane 0.0 A, b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) D _ c. N/A
b. Raised Wood, Adjacent R=11.0, 399.001 _
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons _
a. Concrete, Int Insul, Exterior R=4.1, 802.0 D' _ EF: 0.86 _
b. Frame, Wood, Adjacent R=11.0, 310.0 D' _ b. N/A
c. Frame, Wood, Exterior R=11.0, 1176.0 R2
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
90. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1741.0 fP _ 15. HVAC credits
b. NIA CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
14. Ducts PT -Programmable Thetrnostat,
a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 D _ MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
M i'•T,. r QN6{Kl!•... 1•ti[•L b'-^••.t.N.nt!M:yM'!t{R.'V: K.• •..•Y;'7•^,D.ri.4 '1 1( '•il •1 i4 ,' f T x V 1 , YTotal as-tiullt oints:-31902. P.. :;
h Glass/Floor Area: 0:10-3rwy •. :>r-t..1•" PAS • .::.,,N.. .
Totalbase' P •oints:.3570fi` i... •1•' T :al'i?••,:'. .. L.. • l.J.wa'•Ct.-LWrtO rZYAMtM.tW:l•.••'•-.'1. ./T•I.!1 :'Y r r•.! ^..:jv--.IY1 YV•,
t .:.'.: 'l.:.(IT .. wSt. :. .. ... .
hereby certify that the plans"and spec castion
1^:: (::1. Y••', •.' !'i:,•-••••:'!^IJ..•:..:!•••.;'.: •r .n..:i.; VI : . ` . S; ,..` •.•,.
Review of the plans':and " -. -'• '^"=•" -" • r•S•• v.. r..: ,. .covered-_
by this calculation are in compliance with the Florida
ns' •••"'J:' b1-!R. M,'1^:v c,+.'h:i''J+r,Y -r•+ ' s'%' ;r,' • . i..y: .
specifications covered by this = Ao '
Energy Code.
ti s
calculation indicates compliance y =a ,3 '0.e
PREPARED BY wish the Florida Energy Code. "' "-
Before construction is completed
DATE: JUN 0 12004 this building will be inspected for ,
1 hereby certify that this building, as designed, is in compliance with Section 553.908
compliance with Uie Florida E1ierCode" :::: ':".':: r' : Florida'Stattites ti'`' .: oayyB
110firr,, .
77
4.P, g' ::q''i'SAtt N. t+"i$"Y••'31i i'„i i!j'6•s7w7rJh•, p YJ.Sl lit d 't'.
e u ur itai+r rri Ct`Ia i•'.f t'.
Y'- lf,; 1 -e_"i.%!:..'.. y•:r;_.. ,r
s---.•,vyui•r.i r...iTiiJ 4 yr.:
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
rADDRESS-, PERMIT #:
BASE AS, BUILT
GLASS TYPES ,, w-+•;; ....
18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
18 2509.0 25.78 11642.8 Single, Clear W 1.0 16.2 32.0 53.47 1.00 1705.E
Single, Clear W 1.0 14.2 10.0 53.47 1.00 532.7
Single, Clear W 1.0 18.0 40.0 53.47 1.00 2132.1
Single, Clear E 1.0 16.2 32.0 59.31 1.00 1891.2
Single, Clear S 1.0 16.2 32.0 44.66 0.99 1420.6
Single, Clear E 1.0 6.2 32.0 59.31 0.97 1847.8
Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9
Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9
Single, Clear E 1.0 10.2 32.0 59.31 0.99 1886.8
Single, Clear E 1.0 8.2 16.0 59.31 0.99 942.3
As -Built Total: 258.0 14025.1
WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Adjacent 310.0 0.70 217.0 Concrete, Int Insul, Exterior 4.1 802.0 1.18 946.4
Exterior 1978.0 1.90 3758.2 Frame, Wood, Adjacent 11.0 310.0 0.70 217.0
Frame, Wood, Exterior 11.0 1176.0 1.90 2234.4
Base Total: 2288.0 3975.2 As -Built Total: 2288.0 3397.8
DOOR TYPES Area X BSPM Points Type Area X SPM = Points
adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8
Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0
Base Total: 38.0 124.8 As -Built Total: 38.0 124.8
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
p Unde.vryAttic y `_ 1741.0% ; 2.13 t 3708.3
n•!Cer 3::._+
Under Attic: • r . .• t, :ti 3,,.,-« , 30.0„.1741 0 , 2.13 X 1.00 r, ti• , 3708.3
w,: ;r.,a«e+,+.•...,.:c.;'•--''... .:
t.. i t+we• r.w:::il.Jin'..:v.h•.n3:+;„1 G.. a•.;••-•f.-. .;::w. w. -:-1.=i.-....h-,r w:'!r^h?i!'..+-.a•s-.::...
Base Total: Y =::•- 1741.0 : - r . - = 3708.3 As-BuiR Total: 1741.0 r`. 3708.3
FLOOR TYPES,. Area X BSPM = Points Type R-Value' . Area X SPM = Points.
Slab 162.0(p) -31.8 5151.6 Slab -On -Grade Edge Insulation 0.0 162.0(p -31.90 5167.8
Raised 399.0 -3.43 1368.6 Raised Wood, Adjacent 11.0 399.0 1.80 718.2
Base Total: 6520.2 As -Built Total: 561.0 4449.6
INFILTRATION Area X- BSPM = Points Area X SPM = Points
2509.0 J4.31 35M.6? i3C,S:°: +.! +r;a 2509.0 r,14:31P ss 35903.8
kip v.;r
E,.gyGauge® '
1q. _
DCA,'
i'•;%:T±''..k.•:,,'tiai;`r,:7:++7c..aa i:s...L ;irS;: •.;,.. s ' ' •, i .i a:sx• :e:..;.... i.r:a...rnr...' .
nerForm;600A-2001 EnergyGaugeWFIaRE52001 FLRCSB v32
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3
The higher the score, the more efficient the home. '
pis•L•:'.:.:.{.:.:5'4$..i:+l : :1;i•. :_'iR l.V-1O.'L'.,. •s'i r s : _6 .:,_:;. .r. ,-S^'•'Ji."7:±1i'~'. f.A:3,r-: Mi:,..., .'>':.^. - T: as.f. o c.. , J::'r...-: .• :t..i .it'c,. C:aC :. .Ti: :_P_
1. New construction or existing New - 12. Cooling systems
2. Single family or multi -family Single family - a. Central Unit Cap: 42.0 kBtu/Itr -
3. Number of units, if multi -family 1 - SEER: 12.00 _
4. Number of Bedrooms 4 _ b. N/A _
5. Is this a worst case? Yes
6. Conditioned Door area (ft') 2509 R2 c. N/A _
7. Glass area & type
a. Clear - single pane 258.0 ft' - 13. Heating systems
b. Clear - double pane 0.003 - a. Electric Heat Pump Cap: 42.0 kBtu/hr -
c. Tint/other SHGC - single pane 0.0 ft' - HSPF: 8.50 _
d. Tint other SHGC - double pane 0.003 b. N/A
8. Floor types - -
a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) ft - c. N/A _
b. Raised Wood, Adjacent R=11.0, 399.01`1'
c. N/A 14. Hot water systems
9. Wall types - a. Electric Resistance Cap: 50.0 gallons -
a. Concrete, lnt Insul, Exterior R=4.1, 802.011' - EF: 0.86 _
b. Frame, Wood, Adjacent R=11.0, 310.0 ft' - b. N/A _
c. Frame, Wood, Exterior R=11.0, 1176.0 ft'
d. N/A _ c. Conservation credits _
e. N/A (HR-Heat recovery, Solar
10. Ceiling types - DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1741.0 ft' _ 15. HVAC credits _
b. N/A - (CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts - PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 R - RB-Attic radiant barrier,
b. N/A MZ-C-Multizone cooling,
MZH-Multizone heating)
r::
oi Certtfj+.that this home ............ .. ........ .:. .. >•..: .
n:ti-.ir..:,..,,• ; . ; ;. .. ,
r has complied with the Florida Energy Eliiciency Code For Building:o- fi Fet • '„` b;"7'`..iS1:4etY3t+'iK?Sy.:..,.E_:' °'':' 3.,iT..n• "' ' ..:.? '.i•3.:, Constivction"thioii the above ener savor featureswhicli'wtll be tns'talled (ore; gh gy, 8 ede
n ..d. :: .... .. .: • r in uns home before final Inspection. Otherwise, a new EPL Display Card will be ,p f ux,::i.='.; ;•
based'on installed Code compliant features..
i •, •.
Sia6e v... . . +
ri:a• ,+y - r'-•,
1'
m,, _ Y . • .+ ,e •-• . . •^t.i n : 't ..•r. _ r. o .D-ABuildergn: Address
of New Home: WILLOWBAY' RIDGE ST.City/FL Zip: LAKE ONROE/32747 c)vWS NOTE.
The home's estimated energy performance score is only available through the FLARES computer program. This
is not a Building Energy Rating. If yourscore is 80 or greater or 86 jora US EPA/DOE EnergyStarTmdesignation), . yo
ur%iome m""` ayqIlfyjoren rtgage (EEM) ii ceiihesjryo 61airroFl neigj+ Gouge Raturg.= : " ``t x .,._..
r .:,,.,an+n^X;AVWF'='..t.••„7i.:,er.Y!y'v4Kr v'a"'.•^fJ? x "
Coiv(act`ihe Erieigy Gauge lYoiline at.321%638=I492 or see the Ene gy Gauge web site at www.fseeuef eduor a 7• injorniation
and a list •of certifiedRaters. Foiiiifornr'ation abaout Florida'sEtea E cien' Gode'F'orBtiildInConsl rct:o . - nergyific7' 8 n,...... ... ,, contact
the Department of ComrlrttyAffairs of 850/487-1824. <=• • : f:. r•: *
jy : •y: .... F.i En ge®(Version: FLRCSB v3.2)'..:,cz
FORM 600A-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 2509 LMR Builder. CENTEX-FOX & JACOB
Address: 'CEDAR::HEIGHTS COURT Permitting Office: CITY OF SANFORD
City, State:. - LAKE MONROE ',-FL*:,V.4 : > :• . Permit Number:
Owner: CENTEX HOMES Jurisdiction Number: 691500
c Climate Zone:'= Central , -y, fir. i•v. 1 A.w IS....Ai Jai-'1.i+0 `'. .1. .:'.. .•lF.••.•-.,a Via ... ,p :irr 1::+'i'.':•'.f.,.:, -'ls'
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _
3. Number of units, ifmulti -family 1 _ SEER: 12.00 _
4. Number of Bedrooms 4 b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area (111) 2509 n' c. N/A
7. Glass area & type
a. Clear - single pane 258.0 n' _ 13. Heating systems
b. Clear - double pane 0.0 fill _ a. Electric Heat Pump Cap: 42.0 kBiu/lu _
c. Tint/olber SHGC - single pane 0.0 fil _ HSPF: 8.50 _
d. Tintlother SHGC - double pane 0.0 fi' b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) n _ c. N/A
b. Raised Wood, Adjacent R=11.0, 399.0112
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons _
a. Concrete, Int lnsul, Exterior R=4.1, 802.0 n° _ EF: 0.86 _
b. Frame, Wood, Adjacent R=11.0, 310.0 n= _ b. N/A
c. Frame, Wood, Exterior R=11.0, 1176.0 n'
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
110. Ceiling types DHP-Dedicated beat pump)
a. Under Attic R=30.0, 1741.0 n' _ 15. HVAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AM Interior Sup. R=6.0, 1.0 n _ MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
tom ••_
i,-}-gs•iC'tiJ.,: •i r3s G.-. •%V-r ffr Y r _•r i'.:'..'cro .••.- t;°4^zr Ja`oAr: ct..r..... .. - r.. r-0. /tt:•'a,. C .1,txyns•r!{ '1 q.'Y' Total: as -built - points: 31902=':=r •1.r• L Glass/Floor Area: 0.10 ,h;.;-., `.,. -PASS:;~ :.: j trig: , .., ., Total. base points: 35706 ...':: ... -:, :.....:: _ • -
ter. -.t..: a:Un
hereby certify that the plans and spec cations covered Review of the plans and' -
by this calculation are in compliance with the Florida specification's covered by this
Energy Code. calculation indicates compliance y°3'
v with the Florida Energy Code. PREPARED BY" ` Before construction is completed
DATE: this building will be inspected for ,
I hereby. certify that this building, as designed, is in , compliance with Section 553.908
p1.Y! .awDYAIM. '!%+NF`.x+i 1'n _.,yr....wr•.r-....+..YwoiM,M-..YI sVN A.w.N RMr,.l!•/! J Florida Statutes.;.,•; compliance with the Florida Energy Codye. ,
3 •tjki yr.77!i'Ot•+It71iN4:iiS7 :"l'o:.a•'''"a'"..a.t'iv ,My ,• F i' >-• .•i::.:.e.•r w:..c='x9nb• (:+b3p3G3 Q• ''4 .
OWNER/AGENT._`=;, r ' BUILDING OFFICIAL_ +
DATE= •
4
uw• .._..... . _ ,. .. .,... . .:a; ,... s:-..,.... .. „• .- , •r,;ryvvr-rsw :•wrElwrii;; aUW6 (Version: FLRCSB v, 32) -
e
Y
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3
The higher the score, the more efficient the home. "
k: !•xt--Z- 4A-•:Cv^.. •ti-~,n•.:r+.:' 't:C"w.^•,':'c: :is,:. s': f:•.R`. r. ,''.•s.r.....'.,'= •. :'.,..;
rY++.._.,t- _ •.
1. New construction or existing New 12. Cooling systems
2. Single family or multi -family Single family a. Central Unit Cap: 42.0 kBtt tr _
3. Number of units, if multi -family 1 SEER: 12.00 _
4. Number of Bedrooms 4 b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area (ft') 2509 ft' c. N/A
7. Glass area dt type
a. Clear - single pane 258.0 ft' 13. Heating systems
b. Clear - double pane 0.011' a. Electric Heat Pump Cap: 42.0 kBtu/hr _
c. Tint/other SHGC - single pane 0.0 ft' HSPF: 8.50 _
d. Tintlother SHGC - double pane 0.0 A, b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) ft c. N/A
b. Raised Wood, Adjacent R=11.0, 399.00'
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons _
a. Concrete, Int Insul, Exterior R=4.1, 802.0 ft' EF: 0.86 _
b. Frame, Wood, Adjacent R=11.0, 310.0 ft' b. N/A
c. Frame, Wood, Exterior R=11.0,1176.0 ft'
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1741.0 ft' 15. HVAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Une. AH: Interior Sup. R=6.0, 1.0 R RB-Attic radiant barrier,
b. N/A hU C-Multizone cooling,
MZ-H-Mullizone heating)
Y; _ I certify that this home has corriplied with the Florida Energy El ciency Code.For Building.,r ll .y+fK> - r'.:+1:...::.:...• laic: ••r i[:fii.•`dr :`r..-..'w•+:.i.
o:;.,• .;:s:,:,•rr3 »i3dk?'.r..+P:'"i Construction through the a veenergy saving feattres which wi71 be instal led (or exceeded) = • r. •::: ' Cy ' . Q'iHi: sT,t - 'r'
lid_ •: .. .. =1u p..y:867+'°4` '. •. ... .: _ .. 1 .1: •r,•iT. final anew i s.•f?'•1i OT _ f' ' irK l4. cOjpInthislitimebeforeOtherwise, EPL DisplayCaid will be completed . =a. .i a•:=:. Y, _ _ - •' : •'+• inspection.
based on installed Code_ compliant features. s.
I,. .. • -.• 'YY •Jri>14•>'N %1.
sr.• Builder Signature:':: r :t> ,:: :.
r:.. s•
Date: >c : ... , . :r-.,:.,=
e> _ ..\.J ..
M• jvra ..
Address ofNew Home: CEDAR HEIGHTS CT.City/FLZip: LAKE 1401IROE/32747 copWE `
NOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Roting. Ijyour score is 80 or greater . . 86 for a US EPADOE EnergyStar designation),
w7rvsae..N7iir--.P•.-.:exifr'--n'/y'•CSQ!h!1'!T-«Y<I....Yt.r...:•w......r>.r.y.a2,ne:-•vxir)+•, o.r..rs•co..v..,.r.•t;.wa.. ,_ -° N
Y°• ,•' your home may quabfy jor energy e jieienry niortgdge (EEJI incentives rfyou obtain a Florida Energy Gayuge Rbtii g:: '•'"' -••-•-. _;.
11 !ir'E ,•°. r. ..nY•t/w.-b t-^"`EOM..^+r3fi/F.'••arp.-.."a.'' -'ttiiil yi>".."'{'-/'. vl O>iNYWlpa+.J{FW r.". r i. .
l'Cotatact the Energy- Gauge Hotline dtr3l'J/638-.1492 or see the Eirer i Gauge web site at www.fsec.ucf.edu tor•L.';.! -sy',
Ene gyGaiige® (Virii ou:" MkCSB'•v3.2)
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairsr
Residential Whole Building Performance Method A
Project Name: 2509 LMR Builder: CENTEX-FOX & JACOBI
Address:. SOMERSET OAKS -COURT Permitting Office: CITY OF SANFORD
City, State: LAKE MONROE; F1f* -- Permit Number. -
Owner: CENTEX HOMES Jurisdiction Number: 691500
Climate Zone: •jPCentral 1.
New construction or existing New _ 12. Cooling systems 2.
Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBluthr _ 3.
Number of units, if multi -family 1 _ SEER: 12.00 4.
Number of Bedroom 4 _ b. N/A 5.
Is this a worst case? Yes 6.
Conditioned floor area (W) 2509 ft' c. N/A 7.
Glass area & type a.
Clear - single pane 258.0 ft' _ 13. Heating system b.
Clear - double pane 0.0 tl' _ a. Electric Heat Pump Cap: 42.0 kBtu% _ c.
Tint/other SHGC - single pane 0.0 fi' _ HSPF: 8.50* d.
Tint/other SHGC - double pane 0.0 W b. N/A 8.
Floor types a.
Slab -On -Grade Edge Insulation R=0.0, 162.0(p) n _ c. N/A b.
Raised Wood, Adjacent R=11.0, 399.011' _ c.
N/A 14. llot water system 9.
Wall types a. Electric Resistance Cap: 50.0 gallons _ a.
Concrete, Int Insul, Exterior R=4.1, 802.0 W _ EF: 0.86 b.
Frame, Wood, Adjacent R=11.0, 310.0 fR _ b. N/A c.
Frame, Wood, Exterior R=11.0, 1176.0 W d.
N/A c. Conservation credits e.
N/A HR-Heat recovery, Solar 10.
Ceiling types DHP-Dedicated heat pump) a.
Under Attic R=30.0, 1741.0 ft' _ 15. HVAC credits b.
N/A CF-Ceiling fan, CV -Cross ventilation, c.
N/A HF-Whole house fan, 11.
Ducts PT -Programmable Thermostat, a.
Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 R _ MZ-C-Multizone cooling, b.
N/A MZ-H-Multizone heating) i•.`
1+Y,y115iN•.ci;•. l ""'`'•"-
fpr"
r(?t -'
i. '•
a... . ,• }.+.v . rM-.tTr •. rYr;. .-., .1. .p• ••di7;••,,i• •• i. .,....yti+i..io>•;. •.f.%.t Totalasbuiltpoints: 31902~; r}%.Iy:,y'av+w Glass/
Floor Area: 0.Wr PASS Y: .` ..._ ... se points: 35706 Totalba1
hereby certify. that the plans and specfcations-covered by
this calculation are in compliance with the Florida Energy
Code. PREPARED
BY DATE:
9 5/2003 iRQi:
i21'nrpuriththeFlnnrlaFriarnvCrvtaReview
of the plans a' nd • _ - specification'
s covered by this S, calculation
indicates compliance with
the Florida Energy Code. Before
construction is completed this
building will be inspected for , compliance
with Section 553.908 a covN
FloridaStatutes"y'M" . "-"' y ` e
II -
EneigyGauge® (
Version: FLRCSB v32)
ENERGY PERFORMANCE LEVEL EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3
The higher the score, the rnore efficient the home.
1. New construction or existing New - 12. Cooling systems
2. Single family or multi -family Single family - a. Central Unit Cap: 42.0 kBtuft
3. Number of units, if multi -family I - SEER: 12.00
4. Number of Bedrooms 4 b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area (113) 2509 112 c. N/A
7. Glass area & type
a. Clear - single pane 258.0 113 - 13. Heating system
b. Clear - double pane 0.0 112 - a. Electric Heat Pump Cap: 42.0 kBtuft
c. Tint/other SHGC - single pane 0.0 fil HSPF: 8.50
d. Tint/other SHGC - double pane 0.0 R7 b. NIA
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) 0 c. N/A
b. Raised Wood, Adjacent R= 11.0, 399.0117
c. NIA 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons
a. Concrete, Int Insul, Exterior R=4.1, 802.0 112 EF: 0.86
b. Frame, Wood, Adjacent R=1 1.0, 310.0 ft' b. N/A
c. Frame, Wood, Exterior R= 11.0, 1176.0 ft?
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0,1741.0 113 15. HVAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 11 RD-Attic radiant barrier,
b. NIA MZ-C-Multizone cooling,
MZ-H-Mullizone beating)
Icer* that this home has complied with the Florida Energy,Efficiency Code For Building,,,,. a
tioh fli6uo the -Midve'energy fiif&t ch *ill tk i Hed (or )" 404savinginstalledexciideid''
borne before final iAspection". Olherwise,'a new EPI, Display, Card will be completed`-;;:,.;
0'_n
K AllbasedinstalledCb&-'c:om--p'lian't features.
rx Signature:- Builder Da
Address of New Hom'e: SOMERSET: OAKS _CT. CitY/FL ZiP: LAKE MONROE/3274
NOTE.• The home's estimated energyperformance score is only available through the FLAREScomputerprogram.
This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPAIDOE EnergyStarTmilesignation), b-ft'"-. ".
your home may quallyJrrIe.19V effrcieniy mortgage (EE11 incentives rfyou obtain a F7orido Energy GaugeRating.° -
EDCWGauge@ iTIC;
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:,,, PERMIT #:
4t
Summer Base Points: 488.34.7 Summer As -Built Points: 52710.2
Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
52710.2 1.000 1.087 x 1.150 x 0.90) 0.284 1.000 16851.5
1 48834.7 0.4266 20832.9 1 52710.2 1.00 1.125 0.284 1.000 16851.5
q A W544* i
A4 . i..:. 1.
EmrgyGauge7m DCA Fornr _200I EnergyGaugeVffibRES2001 FLRCSB v32
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: ... PERMIT #:
BASE AS -BUILT
GLASS TYPES
Type/SC
18 X Conditioned X BWPM Points Overhang
Floor Area Ornt Len Hgt Area X WPM X WOF = Point,
18 2509.0 5.86 2646.5 Single, Clear W 1.0 16.2 32.0 10.74 1.00 343.6
Single, Clear W 1.0 14.2 10.0 10.74 1.00 107.4
Single, Clear W 1.0 18.0 40.0 10.74 1.00 429.5
Single, Clear E 1.0 16.2 32.0 9.96 1.00 319.6
Single, Clear S 1.0 16.2 32.0 7.73 1.00 246.7
Single, Clear E 1.0 6.2 32.0 9.96 1.01 321.4
Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2
Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2
Single, Clear E 1.0 10.2 32.0 9.96 1.00 320.0
Single, Clear E 1.0 8.2 16.0 9.96 1.00 160.1
As -Built Total: 258.0 2592.7
WALL TYPES Area X BWPM = Points I Type R-Value Area X WPM = Points
Adjacent 310.0 1.80 558.0 Concrete, Int Insul, Exterior 4.1 802.0 3.31 2650.6
Exterior 1978.0 2.00 3956.0 Frame, Wood, Adjacent 11.0 310.0 1.80 558.0
Frame, Wood, Exterior 11.0 1176.0 2.00 2352.0
Base Total: 2288.0 4514.0 As -Built Total: 2288.0 5560.6
DOOR TYPES Area X BWPM Points Type Area X WPM Points
Adjacent 18.0 4.00 72.0 Adj5cent Insulated 18.0 4.00 72.0
Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.01
Base Total: 38.0 174.0 1 As -Built Total: 38.0 174.0
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM XWCM= Points
Under At .1741.0,,, -3,0.64 V:: UpderAtt1c_w.. P 4, 30.0-1741.0, 0.64 X 1.00. 11142
5
Base Total:-:"--- 1741.0 .1114.2 As 1As-BulftTotal: 117411.0 1114.2
FLOOR TYPES Area X BWPM Poks T'YPR-. R-Value Area X WPM Points Slab
162.0(p) -1.9 30.8 Slab -On -Grade Edge Insulation 0.0 162.0(p 2.50 405.0 Raised
399.0 -0.20, 79.8 Raised Wood, Adjacent 11.0 399.0 1.80 718.2 Base
Total: 387.6 1 As -Built Total: INFILTRATION
Area X BWPM = Points 7
561.
0 1123.2 Area
X WPM = Points EnergyGaugeO
DCA Form GDW2001 6j6bFIaRES7001 FLIRCS6 v34
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , i , PERMIT #:
BASE ..
J.. ;,•
AS -BUILT
hr..r„.^.1'"K'I,•.{"'
q•. ry1 ...... '. .;:-•,y—::^.t;••7 1 "rfr.e.r...o_.;.. 8•` .'.::vWhiterBasePoints: 7358.E
r: h.4 .Y ..,.. "fir ••/s.1ra(/„ 3'.> %1i • '''i!i'S'II`,:'< ..: \r: Winter As -Built Points: ri::`:C:a::`F'.i'.a.+ s-i6\yr,k .;.. 9862.2
Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
9862.2 1.000 (1.078 x 1.160 x 0.92) 0.402 1.000 4555.7
7358.6 0.6274 4616.8 9862.2 1.00 1.150 0.402 1.000 4555.7
w1v.'••n+1nV..Y:c i.R•.. ar1 . •, s1•a .•.y l'!• vr-• :'/\.• fi^T :. •e t-,. .. .. ..
f,,yyg}` 1.,j)) yj!. ''' Awesry'a"Y,.t•.••i{'J.n 1._It y{rilaR• G '1 v<t :ti ift •n'"A: •i^'J.•-,_.y,+r"- ,1 ,\ v.
K' i v iiy:wi.a-•.'.•M fy{.. ` 'I ?'•. iA.YiK b•:l. 'yf ;.' •4•"`: ..•
t'i.—• • •J T • R S YAGi • . .i. r;y. • str ..•ni+ir.4" r,sd• '_ :+r7 .,":i..na+^ F• . r'r lr..i _ _e'y .{l'•`tf .A:.:.:.. cJ.<' :ytl•.::^'•.4";•:L7••.S•l Lc..+f'•'?r....
l. .'. '•y/,+w",%.it'.;.7••'
a.i'! 3.;, .•
s.. •1w::2•l.vq M.ri;: •:J•••; '_ ii*, , yG''+:.hi"}. J n':•N^:• \ 'tia ;»..• i'Y' f.:_y,.:s.. .Y ', v.. of 7r:..:.ti .. JYZ'i•— G tat.;i.SYSJ
r. . J. t •OO,di[.%?. •1?N'• I` ORO Yi!4'. yt?L r.Y, .. ^r1: r . • r . :: :r`: L. ..1 :1-•s '
arl.: i:,L';,'[.KwcS ,r..: ...C\. ,n.: .a:a!•f'7:%1•t, `.r.Ft:.: :••'.`„ J41? ;-,..•t. _
kJ.:.C:. NT,.•FTy;K1;J{tiY.-a.ylyr7V;:•.C+.ayrM,;,'?..ia;%wr,.. .w•ytC•'^'f•'.!'!7'i:r7': t!it:t7. • Y..:ial2-.::4Y.: p: .• . ^_. : r.••. .. _ .
f w' •' i.rnr i
EMWGauge"' DCA Fomr 2001 Ene gyGauge®/FIaREStbDl FLRCSB N32
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS:,,, PERMIT #:
AS -BUILT
WATER HEATING `;
Number of X Multiplier Total Tank' EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5
As -Built Total: 10494.5
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
20833 4617 10256 35706 1 16851 4556 10495 31902
I PASS
I,-
01- =1I _=S4113
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT ##:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION' = * " REQUIREMENTS FOR EACH PRACTICE ' ' • ' .. • CHECK
Exterior Windows & Doors 606.1 ABC.1.1 Maximum:.3 dmisq.1t. window area .5 cfm1sq.fL door area.
Exterior & Adjacent Walls 606.1ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windowWdoors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings 606.1ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" dearance & 3" from insulation; or Type IC rated with < 2.0 dm from
conditioned space, tested.
Multi -story Houses 606.1 ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration regts 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
SA-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences-1
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit
breaker electric or cutoff as must be provided. External or built-in heat trap required.
Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficiency of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All duds, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 1607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1, 602.1' Ceilings -Min. R-19. Common wall me R-11 kirCBS R-3 both sides. • ' ' .._
f, y1 c ;Ar p7J[[
r !
Jv ,M• ; t... •i4 Yry O Y
1`• .: n... 1}yihr..:. 51:'Y,.... .. _ _ .. n !:: Ls:;......^,:. b3: ':. ...
EnergyGauge'm DCA Form
ENERGY PERFORMANCE LEVEL EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE*7 85.,3,.
The higher the s re the more eWcient the home. C(! i
r
1. New construction or existing New - 12. Cooling systems
2. Single family or multi -family Single farnily - a. Central Unit Cap: 42.0 kBtuft
3. Number of units, ifmulti -family I - SEER: 12.00
4. Number of Bedrooms 4 b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area (W) 2509 R3 c. N/A
7. Glass area & type
a. Clear - single pane 258.0 fk' - 13. Heating system
b. Clear - double pane 0.0 fill - a. Electric Heat Pump Cap: 42.0 kBtu%
c. Tint/other SHGC - single pane 0.0117 '.. HSPF: 8.50
d. Tint/other SHGC - double pane 0.0 fil b. N/A
8. Floor types
a. Slob -On -Grade Edge Insulation R=0.0, 162.0(p) it c. NIA
b. Raised Wood, Adjacent R= 11.0, 399.Oft"
c. N/A 14. Hot water systems7
9. Wall types a. Electric Resistance Cap: 50.0 gallons
a. Concrete, Int Insul, Exterior R=4.1, 802.0 ft' EF: 0.86
b. Frame, Wood, Adjacent R=I 1.0, 3 10.0 11- b. N/A
c. Frame, Wood, Exterior R= 11.0, 1176.0 11-
d. NIA c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0,1741.0 ft' 15. HVAC credits
b. NIA CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft RB-Attic radiant barrier,
b. N/A N&C-Multizone cooling,
MZ-H-Multizone heating)
M 5. Ewa,4 I certify that this home has coirrmlied with the Florida En-er--pv F_ic*iefii:n'ir rude Fnr
in this b" b&iAL1" pme i ' ection: Otherwise, a new EPL DiiWaV Card will be coffipj ted
based on installed Code compliant features.
k'4w UNBuilderSighaturi:: 0-7,
Address of New Home:/q# BRISTOL FOREST TR. city/FL zip: LAKE MONkOE132747
NOTE.- The home's estimated energyperformance score is only available through the FLARES computer
try This is not a Building Energy Rating. greater (Agr86 r a W E DDOE EnerRQaAry' fygur score is 80 org_ ,gyjt
V , Z '%P , . V A 44" ain A f %' ia-'.v -, 'm "'Wr' , 140 . I . (N ersJon:'FLRCSB *3.i) F; On 3
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATINGAIR CONDITIONINGrR Job: 2509 8.28.01
109 COMMERCE STREET, LAKE MARY. FL 32746.6206 Phone: (407) 631-2665
SEEN Me
For CBJTae M&JNJOBS
Design Information
weatm
Winter Design Conditions
Ck t*L— db 38 T
kdde db 70 T
Dmi<,j TD 32 T
Heating Summary
BL" heat loss 3MW Bkh
Ven9ation & 0 Cfm
Vengalon
Deskji heat
air bw
bed 36350
Infiltration
Method ShvVied
ConstrWian
f oep
qua6y Average0
QW& AP, R, us
eHeating
Cool_ ngAreaVohune((
ft)
20072 20072 Air
0.70 0.40EgUv.
A 234 134 Heating
Equipment Summary We
J*IrFUL Trade;
Summer
Design Conditions Otbde
db 93 T k
side cb 75 T Design
TD 18 T RP1
hh ffrk ly 0 50kMoishlre
d ierenoe 43 gft Sensible
Cooling Equipment Load Sizing Shichlre
29386 Bt h Verdaton
1485 Bhh DDst
e'np.V
akm
swig3..0 T ab n 0.
98 T
s.egtn
bad 3MMBkh Latent Cooling Equipment
Load Sizing hater, gains 1380
Bt h Ventilation 2212 Bhh
Iraffation 3946 Btih -
Total btBrd eqW
bed 7538 Bt h Total emAxnal bad
37791 Bti,h Req bW-ray
art 0.70% SHR3.6 bin Cooling Equipment Summary
K4ft .lAt4TFCL Trade
Effiaerx-Y
7,
8 FIW ' ` , EfficWny ' -. HeWng input Heating
0 Bt
h 47-F Sensible latent a
o
ouW @HedingbNm'me
Asi rle& g
ran - 0 TT0' 1400
ckn q
AcW w
6no
g fan Heatingatfbw
bcbr 0.039 chvBt hCoofing as flow factor Space thermostat Load
sends heat ratio Boldlrlalic values have
been manually overridden PmOoLi . P. I
ied by A= b rnedal iequimmerrls d MwW J 71h Bbj 12450 Btuh
41500
Wi• .. is
1400 Cfm
m . 0.048 drrrlBhh
80 %
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01
109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
Procedure A - Winter Infiltration HTIVI Calculation*
1. WFQer b d1b'a6on AVF
0.70 ach x 20072 fe x 0.0167 = 234 cfm
2 Wilier bifillraton load
1.1 x 234 cfm x 32 *F WrierTD = 8243 Bbh
3. Wfft8rbdhaAb HTM
8243 Mh 296 ftz Total window = 27.8 BhjhMz
and doaarea
Procedure B - Summer Infiltration HTIVI Calculation
1. SurTrwidbaW AVF
0.40 ach x 20072 ft3 x 0.0167 . = 134 cfm
2 Sumner irflbabon bad
1.1 x 134 cfm x 18 *F SjwwTE) = 2650 Btuh
3. Surnmer iMab F11M
25M Bkjh 296 ft2 Total whdow = 9.0 BbjhRF
and door area
Procedure C - Latent Infiltration Gain
1 068 x43 gr/b moistdiff. x 134 cfm = 3946 Btuh
Procedure D - Equipment Sizing Loads
1. Sensible sift bad
SemM verdafm bad.
1.1 x 75 cfm vent x 18 *F Simiff TD = 1485 Bbih
SensUe bad fbr Structure Pv 19) 29386 Btuh
Sum of verdabon and StiuMn bads 30871 Btuh
Pz*g and WrpwaUe wAV mUVw x 0%
Eq*rrat skiV bad - send* 30253 Btuh
2 LAxt swg bad
Latent verdalon bad
0.68 x 75 cfm vent x 43 grAb nio6tcrff. 2212 BbJi -
him, gal bads 23() Btuh: x- 6---- peo*--4-4,41 --.V.:,1380 Btuh 0,
lifibaba bad komMiDbecks 3946' Btuh
EWOTot sift b3d 75Z. Bkjh
Conshx5on GU* is: a
Boldiffalle values have been
0&61— tffi- t*AWAbwed'ala
RIGHT-J WINDOW DATA
DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01
109 COMMERCE STREET. LAKE MARY. FL 3274"206 Phone: (407) 831-2665
W'.... S:---- D W G L S S O N A S O O W•. C W S
N K f 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
Z •• E M% D'.,, Gr, - Z:' . U..,- O X•.. Y•- M:.. R i R,.
FAMILY
a n w a C n 0 d- 1 1 90 1.0 1.0 11.0 5.2 54A 32.0 0.0
PDR
NOOK/KITCHEN
a n w a c n 0 d 1 1 90 1.0 1.0 11.0 3.2 54.4 10.0 0.0
b n W a C n 0 d 1 1 90 1.0 1.0 11.0 7.0 54.4 40.0 0.0
LDY
DIN/LIV/FOY
a n e a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54A 32.0 0.0
a n S a c n 0 d 1 1 90 1.0 1.0 11.0 5.2 30A 32.0 0.0
MSTR. BR
a n e c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 32.0 0.0
M.BTHMIC
BDRM2
a n w c C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0
BDRM3
a n w c C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54A 16.0 0.0
BTH2
1" '> r+ ^..,.ir.; j-r h4M:.1 ::...SJi,. rr r.• r
r:y.•. r ." , h I...•. 1I y w ,!i• .l l , ': ..i•. roa y..
ii•wiK.. ...•-... t_a'T . .rl• rt• rw'rlh/NY
BDRM4/GAME RM
a n e c c n 0 d 1 1 90 1.0 1.0 5.0.. 52. ^: 54A 320 . 0.0
a n e c c n 0 d 1, 1 - 90 1.0 1.0-. 3.0• 52"•'!: 54.4. 16.0 110
gI HTd ORKSHEET01nbrecMe
DEL AIR HEATING,AIR CONDMONING,R Job: 2509 8.28.01
109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
hMVl J7hEd
1 Na sdown ErieHmse FANLY PCR NOCK49TCHEN
2 Loode- , 'vvd 3ZW A 54D A 4.02 34D A
3 Tbond imb 17D x 15D a 4D x &0 a 24D x 11.0 A
4 CeWw Cord Opkn 0 1 - 01 d d 0 heelty/ •..' BD hewmd . BD 41, eeM:od -
TYFECF CST HTM AM Lmdp) Ame Lade) Wee Load" Area Lced(B"
DO?CEUF4E N'1 Hjg • CTg F) fie C19 W) 1g C§ R) HO 019 On ft p9
5 Gross a 10 4. 21 7T2
b 13C 1 0ve c 12C 1 0
pa41bs d 0. 0. 0
1 0 0 0
6 VYFd wserd a 1C 37 8 7 1 10
Odom; b BC 37 1478 40
Fb*U c 9C 3& 0
d a 0
e a 0
1 0. p
7 Nhdo+rsad Nosh 0. 0 0
g ssdows NERN 0 0 0
ombv ENV 54. Im 1741
a 0 0
SmAl 3D. W3 0
Hors 0. 0 0
8 Ohad=s a 11A 1 12 717 404 1 7?9 0
b 11A 1 12 0 0
c a 0. 0 0
9 Nd a 14B 4. 21 1651 1 491 Z2 1
eigr d b 13C 1 31 977 383 165 101 0
vraL c 12C 1 11 W T706 0
paASxs d 0. 0. 0 0
e 0 0. 0 0
1 0 0. 0 0
10 CehVs a 16G 1. 1. 1741 1835 2413 2B4
b 0. 0. 0 0
c a 0. 0 0
d 0. 0. 0 0
e 0. 0. 0 0
1 0. a 0 0
11 Flom a 2 A 0. 1 41% 0 34 m
NOW mmi b 19G 0. 453 0 0
c 10- 0 0
s d d 0. 0 0
Torsbb e 0 0 0
B-) 1 0. 0 0
12 bibaft a z7 9 8243 418 50
13 StbWb9F6#&+11+12
Lemedwdhe*g
lesstada
D!x lose^ . _._..._....:F ._ ... 33 1 trr
15 Tddbrs=13N4 3MM
15 Kgaia pbq*@ 31m"" WD 1 0
UM"" 18fA 1 lax
17 9lMFZHq i,F7+H.+(W6 36H4 4ZA 5191
Lesseir!elcodrg 0 r .
TmYadEl 0
Codn9n!d iwbon 0
18 Dudgah 1 2571 42 5
19 TcUR5H"17+18)131F 1DD v%iHi 1DD 4706 1DD 4 1D0
2D Akmgiied 04 141D m T21
4s ..:+.•n+.. ,ep^.fa..y w.s.(a....+.s..«w....-.o-,.o:....w-•..no: s4' . r.e,Mw...w..et y.n
Nk"'W !' PAiW O M: bvACCA ID nwd r IB[#i1=1l5 111 J'.) %111 i7m gn8iS4tPAdOt
y;; e-i.. ,, .. -. • . .. • sfa;. .. _ -.. .. ,. G . ._.Y. J.. 1,ijtii:iiLiC:f::ii..:r!.;:`r4-q r',o'I,,'i1uv:>:i
PIG U WORKSHEET
ntj ouse
DEL AIR HEATING,AIR CONDMONING,R Job: 2509 8.28.01
109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
MM4JeLVhEd
1 Nwedmn UN ONLIVAW WRER MSni%mc
2 Ler rde0wadvd 692 64D Q 400 8 mo A
3 RamdYrams 160 x 604 190 x 220 4 21D x 190 8 130 x 16,02
4 O t1s Ovd<()pion 80 hglimd 0 t 0 1 60 had6od .... W A had6od
TWECF Cyr KrM Area 1nadpn Ares Lud"n Area Lead" Area Load(B1ip
E)ar06ti€ ND. Hig C19 re) HO C19 n Ho p9 W) HO C19 n H9 C19
5 loss a le 21 0
b 13C 1 0
ve ard c 12C 1 w
palb d Q 0
e 01 0
1 0. 0
6 V*dwaard a 1C 37 11 0
glassdass b 8C 37 0
Haebg c 9C X 0
d 0. 0
e 0. 0
1 0. 0
7 ftc Msard Norih 0. 0 0
Omdoors NENW 0. 0 0
Co*g ENV 54. 0 1741 1741
WON 0 0 0
Safi 0 9T3 0
Holz Q3D. 0 0
8 Clhardoors a 11A lag 17- 0 255 0
b 11A 18 1,-0 0
c 0. 0. 1 0 0
9 NA a ie 4. 2.1 4E 221 9) 1 0
eReed b 13C 3 1 0 19 1 0
vehand c 12C 2. U I 1 0 200 SK 270 691
Priors d 0. 0 0 0
e 0. 0.(0 0
1 0. 0 0 0
10 Cebw a 16G 1. 1. 0 3w 421 2M
b 0. 0. 0 0
c 0. 0 0
d 0. 0. 0 0
e 0. 0 0 0
1 0. 0 0 0
11 Floors a 22A 0. 1% 0 rA 0
Q4dz roan b 19G 1. 0. 0 393 0
c 0. 0. 0 0
d 0. 0. 0 0
forslab e 0. Q 0 0
Doors) 1 0. 0. 0 0
12 bBealon a 27 0 752 881 0
13 10 8.+11+12 3R 911
Lme49rrrdhe rg
14 Dud gsmi,.',+.s:..;«::a:.. .... 1 »» ._ y : jYt_.- ti... 91 S
15 TcWbss=13+14 414 4
16 bt93' s F6.pb@ 0 1 10 1 30. 0
n UF0igan=7 2+
@
S116 em 4781 72
Lmereend000ig 0
Lmbads 0
c0*9 ed b ban 0
18 Dud gain 70 4M
19 Tda1R Wb-r-(17+IaFRF 1ID 7W 1ID 12M 11A 1m
Akm%*ed 04 37 361 251 loc.
QA4iYM- orm..: •.nra+.w syy...dy;w+•a.•.. -....,•e.......x..e....,.a.. :.vro.nsijs+.. y,l-...
PIG}IT WORKSHEET
nbre ouse
DEL AIR HEATING,AIR CONDMONING,R Job: 2509 8.28.01
109 COMMERCE STREET. LAKE MARY. FL 32745-6206 Phone: (407) 831-2665
aa7• .La•t
MIVJl i47hEd
1 Nwedwon BORW BDRM3 BiFtZ BDFWWr- W RM
2 Lao deFasedVkd 15D A 28.0 A 60 A 4702
3 F4=d.usb ISO x 17D A 13D x 150 A 16,0 x 6.02 SO x 18D A
4 CAMP • CordLC4fon D I h"loocl • 0 Nheel6:+d 80 heelbod 60 Bit I
TYFECF Cyr HtM Nea Laedpn Nee LmdP" Nee Load" Mee Laedp"
E76COSE Na Hig I Clg A') M9 C19 R) tt4 C19 W) ft C19 W) b9 I a9
5 Goss a 11B 4. 2 0
bpwed b 13C 1 0
vx4batd c 17C 1 3m
pe+bor s d 0 0.
e Q 0
1 0 0
6 1Ntdaesard a 1C 37 1 3E1 48 177
gtassdoors b 8C 37 0
Heft c 9C 38 0
d 0. 0 M
e 0
1 0. 0
7 V*xtNsatd Now 0. 0 0
gbasdoors NEW 0. 0 0
Cooing FJW 54. m 8A 48 2611
SEi9W 0 0 0
Sod1 3D. 0 0
Horn a
8 Chadors a 1fA 1 12 0 0
b 11A 1 12 0 0
0 0
9 Nd a m 4. 21 0 0
eked b 13r 3 1 0 0
whand c Im 1 31 Z2 4D1 205
pellb d 0. 0 0 0
e 0. 0. 0 0
1 0. 0. 0 0
10 Cedvgs a im 1. 1. 2D3 30 270 101 321
b 0. 0. 0 0
c 0. 0 0 0
d Q 0 0
e 0 0. 0 0
1 0. 0. 0 0
11 Floors a 22A 0. 0 0
Now worn b m 1. 0. 0 0
pei r r c 0. a 0 0
sdspl d 0. 0 0 0
tordteb e 0. 0. 0 0
O-S) t 0. 0.1 101 1 10
12 treason a 71 9.c 445 mi 10 4q M 0 01 1 46
13 51bss i 8_+11+12 1Bx
Laepb. hung
14
Hma WSW" : ^ i•
Dudtw-.....-... ....•.
r
161
wr rr .a'
r:.r_
w r
7 I c• t
15 Tddbss=13414
16 tgdis: FW*@ 3M.... 0 0Appt00
17 WMRSii 742+1,116 1w
LEsseft. cooing 0
0
CboirgredAe on 0
18 Duct San 1S7 1Ei7 IN
19 Total R9NgaFc(17418rPLF 1W 1726 1DD W 1l1D 1DD
2D Aiieoaied ( 8Z 181
a..wt'+:?'Nr;.. R.N •.•+aw:w..•ra'+. .. .. yy.r .yr•haYyyPa.. .... «- .. n•... -«... ,.. .. ... a.. ..k io M AJ.M..+p...--t+.ti•rn.w:•
KPH• ya IifllXi. • ... -. r:.- .... ..J. .J_.. , aitea.., >f. . ..
M '
O
4 3 2 t
i SKIN)w a mo ro• WC am
aEVIS10N5
REV. NO.1 ZONE: DATE: I ECN NO. I APPVC: OESCRIPTION
1x//rl wl,yuyo yyaltAu a I.I. t 62 11 /00 wm Ott (1) WAi (2) FOR TRACK WV
fR IRTO, NI) ItlYiarK M.oI I1.rPar M
11 a I,K t10 cm .nKM10 To 000 OOM wtr11W (r7 wQ
WI •Id ra PULAoc 51,11mm
b n n n •n n n n a
I...,TIII..3MrIlI D
111. v
FtL2-- 31,
Kv. IWa nro oo.dR. Tpl-61 ,ro,.oo wSCUM.
LISTED
0eii .
a.a OEM. ® (
nr.T'tACIvv pl "A•7R M.w WOI[i. REPORT#
9606C `"°"'""K c
q
1' •
to Q4, Y-11" Tt
OII ICr10Y RCIW.Y-MID stc
a.. mI a -MI 11•.
4/4• WNW .0.4 ,uow on
lolwTIMM am Loa Pwrw WA
cm VON . 1a-o • , K9m6Ct1
1
r
i ••
o iC$TV n.
e r•r . 1LAL I.n..-un ++ 11011.
5 pp0xoepr,
rI ro
r- • I.aI how cQ u rgr rlwl..). mwlr OR" wm LLv. ..w .Ipiwm. W 11tiM wr is oorrta*iw eoe,s iFa /.-Ip ro1 Cp.!!T Oirpl tOC110Mt0+or Lam. eAuwa oM ourim lira clot wr gawo) ro .wa . rwol Iawlulo STOP %IAA" I ow -ruwp Ro ty IlaratL
IIc,KwrK .wll 0o Pct TI•WU tt1.0 L, ro1a •w[ UW to
a rrt 4Lr. Rm Oo $K I
1 nwx 1nwNwl t to "
CAv. I1m WM IRL ww"
VON iIL ,
rt6 NR
Rb•KII I,.u•• PAM wo scm mm WAu10%1. /iIo
ar
t1ur1 coax.". c-.o .1v {w lC q T01 Vr0 t .. I tt-.o /a II1CA oMOK1. /\ KvartAlM.
111,1 at N WWI (L00c ti IPti C'OIIOIITQM \ 7/1I• tc. I M,1 yIp
T••^ Iww wa IMa.ut yti yq ,My,OPpjrjrj- rNrinq fan[ Ifll IOUM) ,I v. N( TW
11 a •Kv. o/m TOP 01iI tM.r MtO o.0 .w v.WI .tOM10) l jj KI1d"i w
pppq1 W{ WW1 1' Luv, fIIlk NC smm . wrK
fRI iMI =4 N cool. (efl Mr mown) To ".0[ . MOM 17 R f im i !CN>•7 rill OO WIOG o110STas.w Icwnw Iw.ac IaMtaTK art oo Ilor .mI aMc V.1 II Ia • wrt l low
W imm HQ•'L VAM
Mwva
COIL 0, Too 1/4• " MUL wr
0woz Ieo t• V. DWI- of" 16 •III STm MUM y
14 ow Gtu.I n uIOU :Old..i Moll g1WI LL P.C. n.
IVI• d •••••..r el:ssw uew..., -e "am Pt:himiP,tiIL1L11 Sf4L,Tffiuz w0o1 IMMi[ ~ to"
IMA 7oWa4ammwweg(y 11M1
T010, IIIOPIofIC >0 IY SOIICi.IDLIGOL mYO MOM w y
DESIGN 10AD5: S.
Q P PS/ I 7. 0.3 PSF E2..I . III.
G OM p M OOOI OP 11f[ ItI1POIrwc ST•11CN4L 60.IMi anal
nCa' 1101 W N d M r•ortluo.q a TEST DUOS: +70.0 PY 11 -77.0 PSI 1;
mmom of coati IKCpO ro,o, IrItKII111I .Iro w r6'Caro.11C[ O
L I tlK .10 a Cxv. v-w as SAC OLT ISM C~ "APO emu a1 MI %AV$ tslm a .e...Y... « w w
A jQ3. LIT twt olr.,w ne awwL .• aI1. wo ' Z PART NO.: 117
1-iN• } oe a wT wro wlrlcK A A •ieoall v-,.ti arra0 e nllac onl .a1w W1u. fl.Yo Oawr.. I1 x yy1yIlm T- r. :• w taPP1110 101141 a IDEAL w 1 1-2. 00mrnr.Iaea m TOLERANCES Pm y` y O
OP coop, w a, v:..M.r .0 - l .03 oYIis m umm IY ft 1.31 1q-3111 ale„ ...
mnr NP.1 "w-`i 1. 00c ' ><•001S OESCRIPTION:
MOM ERST Wo 10-0 a-0: ]4/-2r.S 0E510" LOAD nw111 00.
i.05 QW1 11 a ,Kv. wrmv I11.C11a. llam N ..w- w 0oao - s.001 ORAWN BY: OWN OATE: 4/15/00 SCALi: Nil n.o.
io rM W IIWo' wo IR4 M w •Nr aw1.... 1G7' . B1,. 1 CNECKEQBY: I+M+ DATE: 4/13/00sNEET 1 OF I SRE L C•t" y oroljroaa' ' *
wowa111oa mivvi iwolo. MO. NO.: 102170RN. NO. i 0 ELF I a
90QUADMAM; Theffm—Tru In —Swing Ooor Wood eamom SYst4m
UArMum-mmml MMLNM Sur, single up to 3'4 1 0'0 /wa
0ouW4 up to a,4 x 8'0 W/-Q Sideves
m'RATIcks, A Oy. XO. QXO, V. OJO(O
Me hood and side )VIIIIS one felf!410111 P;AQ
inedouring a mill. 4-9/16' witill 4 Mb"tod 914P,
TAPOW
ropc Am.cpm
I i 2 OVUM t
SUX DAM=
it
ED
All .1 11r WDWAL
l m 2 niMmG
77
V#W us
TAP=
A TVC AROWR
X
Von" We 4we
DESIGN PRESSURE RATING:
Single Positive 67.0 PSF Negative 67.0 PSF
Single with Sidqlllos Positive 60.0 PSF Nogoliw 60.0 FI.V
Oouble Sid*6143 Positive 47.0 FV Negative 47.0 PSFF
M" Is' O.Q
Ill V=
3/16' TAPOON
ME ANOW
aW WCON OF7 COUAL
1/3' CRrWALL
050001", WWI,
3/14, —upcox
tAs0:—.
AS= 01-n //- '
I.'. .
I FmA J
2.W L& VWM Unw) .
1/14, UPC"
LV,
7 M"
vcvr_v. SIDE Wa
i.
1. ibis qsJos" has been evaluated for use in focationle cohering to the Florida Building Code
end where pressure requirem4mLs at determined by ASCE 7 Minimum Oesign Leads for Buildings
and Other Structures do not exceed the design pm8summ ratings listed herein.
2. for installations .hers the sub —buck is fees than I — 1/2' (FSc section 1707.4.4 ARChom" Methods
and sub —sections 1701.4.4.1 and 1707.4-4-2) Topcom " concrete onchom meal be used and (he
length must be such that a minimum 1-114' angapneal of the Topton into the nmomy wall is oblamed.
W.
ft , 0: em
Rua,
Elm
zMWa
000
a, to
813.1144.3631
F00C 4/3/01
SrALL, N.T.S. REMfr. V.LN.
REMOOftbElIGNATIO& Therma-try Out -Swing Door Wood 17MM49 System .:&2Gd-Ea=- -
J.MAX is, O.C. Single Positive 67.0 PSF Negative 07.0 PiFMAXIMUM1Singleup3'4 a WO w1wa gWelles, Single with Siddlites ftsiuve 60.0 PSF Negative 60.0 pir
0ouble up to 4*4 x 4'0 •o/wo sidelitas 3ouble w/wo Sidelites positive 47,0 PSF Negative 47.0 PSF
FleklRATION'-- X. Olf. X0. OXO, XX Ono
dml" firSCRIPTION., The head and side )ambs are fteff0int Pint
measuring a min. 4-9/14' It% a 1/2' robboted stop. 4r 47 MASONRY LIN
co,
1.1 MIN.
SKIM SPACE
o. Jos=
PIPW INS
CONRY 2 FlItRING
6-0 S1.4 rORTMALL
771
3/16- TAPCON
M ANCHOR
3/16* TAPWN
TYPE ANCHOR
1109 TAPCON OR COU4%
LIL SKC49 PAYING)
r -",. - I r
I . j #IRRWC
1 0.4tepALL
23- M41
SHIP SPACE
DO= J/10' TAPCON
TYPE AKCHOR
EDT, WLW2!V-8ffUM-
WERIWAL SIDE 4"
M fill sue —BUCK
x 2 1. This system ham been evaluated for use in locations adhork4 to the norldo, Building Code
13'MIK ORYINIA.I. and .hone pressure requirements as deCorminow by ASCE 7 Minimum Ossign Loods for BuildingsC—W
IX OUCK end Other Structures do not dscood the design pressure ratings fisted herein.
WAZICAL Sot JAYS
TO 2X SIXII—BUCK 2. for InsfalAotions where the sub —buck Is less than 1-1/2* (FBC section 1707.4.4 Anchowago Methods
and siub—sections 1707.4.4.1 and 1707.4.4.2) T4pcon "a concrete anchors must be used end the
lo"th must be such that 0 minimum 1-114' onMement of the Topcon into this momenty wall Is obtained.
I *Won using a IX sub —buck a 4-9/16' jamb is required to allow for min. edge spoc;nq for Topcon type anchors
to. 4
DI Q Qtl; : Thermo —Tom In —Swing / Ott —Swing Door Wood Fremes System DESIGN PR eC tRr RATING:
usnuLtu'OVERsti NQWHAI SRrr Single up l0 V4 x 6'0 :/wo sideGtes Single Positive 67.0 PSF Negative 67.0 PSF
Double up to 6'4 x 0'0 •/wo side6tss Single with Sidelites Positive 60.0 PSF Negative 60.0 P57 a
jrta r CONfT[tt •1TDNe• X. OX, X0, OJl0• X1! cooDouble w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF (n
erJlrAAI erseatmtoN: The hood and side jambs are fLperjoint pine ZOon
measuring a min. 4-9/1!' with a 1/2• nobboted stop. 3
OWEW
h DOUBLE 2x • U.
f.;ICf;, • ; HEADER $ _
i .• ' 1/t7. 0n11e4L 9tGtlNeq e o
r L 11TApOt •• ~ .
SINGLE DOOR • " N
2X STUD { z° ao• Jf '0
yyT • to ao• ao•''
W
2X acx-STUD
y{• ;. //
Noss :
SED
C O Wf::• ..
911- IS'MKe''+' .
ew41_
ao• ao•
I I I Ia0'
R
ao'
I I I
t
I
atro•
I
ar
F
DOUBLF DOO
rr
IrWt&eil
ets.Ma.ieit
M. WX
qMW — SINCI F OR 0 B1F DOOR WRH SIOELM GATEGATE'n d
fbitL' Ni.a, vomrx
sac Juts tleG th` w.0t.
teat 7—lhia system had been •voluat•0 for use in locations adhering to the flwida thplding • P andwhere
pressure requirements as determined by ASCE 7 minimum Design Loods for Buildi.ga txMwutOwai and Other
Structures do not exceed the design pressure ratings listed herein yer, t y
THERMAoTRU®
DER CLASSI07VMOOTH STAR' 0WM"G" ANO DBE WAS
WW8f08l= FrAUTD RBEROLASS DOOR W WIDOO FRAMES.
1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA
8UILOING CODE 1994 EDITION FOR MLAMI-OAOE COUNTY.
2. WOOD BUCKS BY OTHERS. MUST 8E ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS LGWO 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.
5. THIS PRODUCT MEET THE WATER REQUIREMENTS
FOR MLAMI-DAD COUNTY. 6. MWNI-OAOE APPROVED IMPACT RESISTANT SHUTTERS
ARE REQUIRED MR SIOELrTES ONLY,
7, SIOELITES ARE AN OPTION AND CAN SE USED IN A
SINGLE OR DOUBLE CONFIGURATION.
avg. min. yield strength
relootfi5tor - 0.070 minimum skin thickness
FiberClosak 0,110" minimum skin thickness
QLL.tiett/ia6ie6GdCa' pO: Polyurethone roam cam
withl.9 lbs. density by SW-
nel Construction: po N skin 4 constructed from a 0.070" thk. n mg 0ofnpdurl0 ($i°iC The irdenor ao ity it Iced ith 1.9 0s.
w aj7 vy
irox .0
to.. YL baliTefdi aoa rraerne ts
o, 9yd to Iha
a vrsg
ger Lskisi1.o bng of Ole Brie one deoeeon poouoa kTkMe ableb1irfedRneonethetoPane110110mrailcmOfawoodaanPss7tematerklkrIMdoubledwopprcatw" vie immure door a rdled withanesbtdedohlmiwmastrogG (lYuq Awnber O) of td163-T6 alloy. The '
route is ed from ri jointed pie The heow
n Ian o the ads ppnnfa rilh 3) 16ga I/crown s Z bn9 stoPlp
al each awe. The mu9gns are eecued fogelhw in o side6te opPkction uang /
8 s 2" laq PFH Wood Scree (6) sum per eah nwr4m IN units un
an Inswing Saddle Washofe measuring 175" 1.548'. TM
s dsHe ppoonneeb are snwd.ldn gored um g two X rmne.
are dry) gkeed an the estenor with an 1/tl thk cdlular Mtt
ww% u /6 +7
T/
2A b ngkPlaserheewCom "
is 41e rmmes are held OF
CONTENTS DESCRIPTION
37.
5 MAX. OVERALL
WIDTH 36'
MAX: PANEL
WIDTH x =
J
0 W = a
J C
o U(
n
in
o N
N
q a, ^
L
51NCi
FIN51VINC UNIT 74.
5' MAX. OVERALL FRAME WIDTH 36.
6250 MAX. FPANELMrAV
RAGAL
u
i
0
7DalNDOUR
F INSWING UNIT DESIGN
PRESSURE RATING UNIT
TYPE WHERE WATER INFILTRATION REUIRMENTISNOTNE0067.
0 PSF - 67.0 PSF SINGLEDOUBLE
55.0 PSF - 55.0 PSF WITH
I IT 55.0 PSF - 55.0 PSF 105
5- MAX. OVERALL FKAML WWin 36.
625' MAX. 15.5' MAX. rPANEL
WIDTH FRAME WIDTH W/ASTRAGAL 1
J.75" MAX. WIDTH
7.
125" MAX. O.
L.O. WIDTH I
I II_
lI N llil68.
5' MAX. OVERALL WIDTH 36"
MAX. 15.5' MAX. FROM
INTERIOR 1
PANEL
WIDTH MAME WIDTH 1
13.75 MAX. WIDTH
El
MAX. D.
L.O. WIDTH i /
o /
4.
I.
0
I /
wauV
auuo.ro ell.
tle4.3el1 e'
08 10 01 cc.
N.T.S. a
e.: Tim c
er RW we
wo: S-
2151 m_
1 or 8 MASTED'_ :
TFF! 27
F1f ERFOR
1.68' MIN.
PANEL TMK.
2 DOOR PANEL
to x
ei
INTERIOR a
x
7
W O
Yf
h 29
x a 42
N n 33 O vpj a 43
34 a , o• SEE NOTE
5 SM. 4
V Vco
41 =
1.1 NOTE
t SM. 4
5- MIN. a
GLASS TNK.
4 on -ER INTER
25 0
3
r! FOAM GASKET do N
m SILICONE CAP BEAD Qa'n:o 6
1.68' MIN.
PANEL TNK.
42
613.684.3631
OK R: K,1
Rim, i9S. °"' s2151
24 FXTFRIOB
SEE NOTE 2 8 7
sHr. 4 z7
INACTIVE
Y
ASTRAGAL RETAINER 31
a BOLT 6.0' LG. TOP
k BOTTOM (2) BOLTS INTERIOR
AT TOP * (2) AT BOTTOM
1
W O ASTRAGAL
I. Is" MIN.
EMS.
EXTERIOR
25' kW. SHIM
I s' MIN. FOAM GASKET g
SILICONE CAP BEADC—SINK
ET NOTE 34
43 SHT. 4 33
25
1
13
p V pO
36 6 in 5
29 mom' 4t
t 7 1O a SE NOTE I
3 SHT. 4
iNTEMOR 16
3 O SIDELITE TO BUCK
ACTIVE
a
SEE NOTE 6
SHT, 4 FOAM GASKET do
SILICONE CAP BEAD
SEE NOTE
5 SM. 4 f n
EXTERIOR7-7
v
e
Y
INTERIOR
Z ]C 4 36
26 9 10 Y9
6 37 a
a SEE NOTE
7 SHi. 4
2 H CROSS SECTION
3 O HINGE JAMB TO SIOELITE
CIEN'i RAIL .r'tt:0 L eh\ , --
DrAMUIFACTURR EIR IY FxOES
NOTE 1
4
w
O NN
0 co
u
5 w1
3730
o a
613."4.36J1
s. 06 1O 0'
m112' -
a or Tim
Rw
5-2131
to 3 or 8
1.15' MIN.
EMBED.
15' MIN.
I ,INKIr*
25' MAX. .
SHIM SPACE
1
W LATCH JAMB TO BUCK.
NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS ASFOLLOWS: VVMCAL FROM THE Top DOWN ON SIDES: 5.57J
16.57J 27.57. 38.375. 49.375' & 60.375'. HORIZONTAL
THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125'
IN FROM EACH CORNER.
2. SPACING FOR REM NO. 27 (/8 x 1' PANNEAD SCREW)
ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS
FOLLOWS: FROM THE TOP DOWN I. 3. 5. 18.25.
40.5'. $9.25". 74.25'. 76.25' & 78.25'.
3. THE HEAD JAMB IS ATTACHED TO THE SIOE JAMBS WITH3) 16GA. x 1/2' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD 15 ATTACHED TO THE SIDE JAMBS WITH2) 16G4 x 1/2' CROWN x 2.3' STAPLES AT BOTH SIDE.
5. THE SIDE= IS DIRECT SET INTO THE JAMB WITH (12) ITEM
NO. 43 (/8 x 2' PFH. WOOD SCREW). THERE ARE (4) AT
EACH VERTICAL JAMB. FROM THE TOP DOWN AT 13.5. 31. 48.5' 667. THERE ARE (2) AT THE HEADER AT 4- INFROMTHEOUTSIDECORNERSOFTHEFRAMETHEREARE
2) AT THE SILL 4' IN FROM THE OUTSIDE CORNERS.
8. SPACING FOR REM NO. 43 (18 x 2' SCREW) SECURINGTHEMULLIONSTOGETHERISTHESAMEASTHEPERIMETERANCHORINGSCREWS. 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 BUCKUSEREMNO. 12 (110 x 2' SCREW). WHEN ATTACHING
THE HINGE To THE JAMB AND THE SIDELITE AT THE
MULLION USE REM NO. 37 (110 x 1 3/4' SCREW).
FOAM GASKET *
SILICONE CAP BEAD
1.1a FAIR.
EMBED. • e
15' MIN. 13
C-SINK
7 7
a 10 -
FXTE6IO e
o
IB 4 •. .
f0
6 26 9
2 ranCC qrrTIQN .25' MAX.
4 HINGE JAMB TO BUCK. SHIM SPACE
SEE NOTE
5 SHT. 4
NOTE
IT. 4
36
41 13SEENOTEI
SHT. 4
00
3HORIZONTAI
a 0 STRIKE JAMB TO SIDELITE
SEE NOTE
7 SHT. 4
W
t\
O 000
Q a000
2
rc NI V
Zoe)
lU
un7
Wo 3Q
NQ
2=
wig
Avxbi
813A6a.
3631 xr:
IJI xn
RN ING
x0.: 5-
2151
SEE DETAIL 'F" SHf. 5
6 6' o SEE NOTEI 3 ShR. s 1
1
13 TYP. 1 J
SEE NOTE'
3 SHT. 4 SEE NOTE
SEE DETAIL
SHT. 5
TYP.TYP
SEE DETAIL
Y1
n 13
lq
H6SHT. 4 SHT. 5
vi
09 TYP.
a.
yo
13
SEE OETAIL
G' SHf. 5
s
SEE NOTE Typ i1' n
CL
EE
TYP.
SEE DEWL 13 SEE NOTE 0
SDETAIL E'
SHT. 5 in
N
of
11'
SHT. 5 0 Typ HT 4S. 4 TYP. r 10,•
a 'G" SHT. 5 0'
1 14
14
14 14 B'
14 TYP. 1 TYP. 3"
4 TWO
6
6 J
TYP.
J"
6'
E--
3• —i i- 6' 6" --I 71r- w
4ESNT TETRnFLOMA
B•0•A-L SINGLE DOOR
DOUBLE DOOR
W SMA UFACVRER N
I T rr-- MASTER Fuxb# !
As.
357BOLT DEEPENOUGHFORA 2"
13 BOLT THROW 12
10 u 13
0 0 13 10
10 DETA
IL '
F'
DETAIL'H' ATTACH ASTRAGAL THROW BOLT
ASTRAGAL THROW BOLTS DETAIL 'E' STRIKE PLATE
TO FEE DETAIL 'G' AT THE THRESHOLD AS L+J n O000
5Lj
n u'
J
0
0 Wt0
d 813.
664.3631R 08
10 0 rC
N.T.S. c.
er Tim K. Or.
RW NIK w-
S-2151 m
5 or
8
s.
CENTRAL FL- -MA A
SEE DErVL
r SHT. 5 -
r- lry, •rh FILELJll1LJJ1:
6' 3• _
63' SEE
NOTE 13
s TYP. 3 SHT. 4 SEE NOTE SEE NOTE TYP. SEE DETAIL ^ 3 SHT. s - 6 SHT. 4 - N N
a I" SHT. 5- al in
N
L
SEE
DETAIL- c'
SHT. 5 _ SEE
DETAIL SEE
OETAIL SEE DETAIL Typ, n :I• E' SHT. 5 E"
SHT. 5 'H' SHT. 5 j. 13 l
SEE DETAIL 1' •K• TYP. 'M' m r
SEE NOTE G' SHT. 5 14 .M.
r 3
14 14 - 4 SHT. 4 - TYP. 14 TYP. •M• j
TYP. II -
T
SEE
N07f 3"
6' 6" 4 SHT. 4 6,
3- 3• 1s rYP.
pol
DOOR qINGLF DOOR W/SIDELIiES 433"
GLASS 1
r" SITE BnE EXTER
25 1/8' TEMPERED GLASS
Q•
0 25' AIR p ...
SPACE cz
1/8' TEMPERED INTERIOR
GU155 6
u 3641
a
SE NOTE 1 25' STEEL INTERCEPT HT.
4 4•
INSLJLA DGLASS W/ mu
I ITEcl A71NG DETAIL SPACER
463
G1A55 33
1
31 EXTERIOR
25 1/8' TEMPERED CLASS
o',
O •
O 25' AIR 0
0. 0 ;•. SPACE R '
0 O Z
1/8" TEMPERED GLASS
1Cm614B
36 dl SEE
NOTE 6
1 SHT. HT. 25
STEEL aINTERCEPT5•
INSULATED BTS
ITE FR°ME GLASS_
Wl DETAIL
SPACER
Ld71NG
r-
W
rx
n Z
O Go 00
I
crp
2
O
g0,^j v
T
0- Vyyou%
am 1wWtupm.
OK e13.
664-Wl 7,
08 10 01 Lc
N.T.S. R:
Tim c
a: RW vac «
a: S-
2151 a+
r2- or 8
1
tL,JUJ\) 11 tivv .-
4.563'
1.063' F—
r In
H ^1
2 ,n
3
WOOD FRAME
FINGER JOIMEO PONDEROSA PINE
28
ILL
4 x 4 STEEL DOOR HINGE
C
L7
U
1.845- —
t-- 1.284- —j
L r 1.s31 • -- 1
a
55. BOTTOM RAIL ^o11W000COMPOSITEv!
r T i.l` / 1 W il.i lJ:rt 1 1 L1 1V,LCt a
1"
FC_ TOP RAIL
WOOD COMPOSITE
F— 1.077- {
r
1.531' --1 .
Sind nc al ANK SIOF STILE 36
FINGER JOINTED PONDEROSA PINE
1.264'
OL "
cr- r ATCH SIDE SnI F COMPOSITE
TCM (THERM&-TRU'c PM YPROPI FNF1
O PIASnC UP LITE FRAME
EXTRUDED TCM
T—
7
il..-1.s31 • --IO
cr_ armn Nwcc IF STILE
5.75'
FC. BOTTOM RAIL in eEl F AaUSnNC SADDLE THRESHOL 19WOODCOMPOSITEAIIIMINUAI/VIma .045' WALL ALUM.
080' THK. WAL VINYL TYP,
F--- 2.375' --{
in
hlL
30
W000 LOCK BLOCK
FINGER JOINED PONDEROSA PINE
o co
go
8s " 11'i
O W O
000 _ co a
8
s
Z
513.664.3031
t 00 10 0
rc N.T.S
o. xn TJH
K. xn RW
y.Irq rrDa
5-2151
m -7 or 8
fifr:l r1z.YN:Il91lrl: t.; RTT'CT
Q7f![i 1 t fll• tam
UlflSZI 1®
F> F'!1:#W r
ol
a F ;;, ; :ia '' en :, r .; :: it c-•:c
F•1CF'.1 Mi•)mil::^:jlf:S•7i?j.'r:r'1l:'.7J 1.,rr
m r r.,•ter-7ar:,7±irL^r_tr),IIri
l f7VL 1isCRe :t'_ 7 0
Fzllii iL3ru i r r'aff,
F`7:.v. a :_ a• L:_ /'i
Fri n ,. .,.,, ]
Fi7rIG'1<i1 r as
FFl 3c S
M-
mrL.m
IR+1+ ,ter:+J
Bar v
SS_ TOP RAIL
WOOD COMPOSITE
1.316"
Go
N592- N_ m
1.531F579" t
0
N
gQIr
QZO
V `
n Zo14
LEI FC)]O O O7 ,
175' 26 3 179" COMPRFSSION
WEATH RE STRIP I [MK:
REACH COMPREt!ON WEATHERSTRIP BY THERAAA-TRU cc WOOD HINGE SIDE STILE i %o
n' FOAM CELL
CORE W NYL JACKET FOAM CELL CORE W/V1NYL JACKET 3" N
rV
DRILL
TRU
FOR 357" DtA.
ASTRAGAL DRILL TRU
FOR A /8 RETAINER BOLTS PFH WOOD
SCREW 2PLCS WINOJAMBER 11
WR68T STRIKE PLATE ee i
er H q0E RtLF COMPOSDTE a ASTRAGAL
HAS n (2)
8.0" e&767- N
BOLTS
0 BOTTOM 0- NBOLn
oTOP2a WINDJAMBER
II
WR68T ASTRaNI (ALUMINUM
09_ WAUTYP-) I / MATERIAL: C/
R,
n,+} 1 1 ia-V J do YELLOW CHIiOMA
613."4.3631
N. T.S.
1rr: TJH R
RW 0
rr0_ S-
2151 i
e or
A I
JUN-21-2002 09,52 MILESTONE WINDOWS 407 323 9729 P.02
TIC r?
tG lS
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) 836-5760
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 June 19, 2002, this letter was the agreed upon procedure for manufacturers to
clarify the issue of "1X 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 'k") does not
influence the lateral resistance capacity of the concrete screw (i.e. Tapcon).
Therefore, buck thicknesses less than 1 Yi" 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 'b". Concrete Masonry Units should have a
wall thickness of 1 Vh' and a precast sill's thickness will exceed 1 Va'. The drawings
clearly delineate the requirement that a minimum embedment depth of 1 y4" 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 1 'fa" 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 P.03
s te.at oln c:
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
ramoruso.oe@)floridaextruders tom
Florida PE License No. 49752
Florida Extruders International, 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 61615-23.001, F.A.C.
A rubber stamp seal was -also
applied to facilitate reproduction
for Orange County building
Division Masterfile scanning.
n1e: 2002-VM-RL-009
J.
QD Q I F/Cgl .moo
z c<` -
No.4 = 5
7,1
2"a 3awett bane, Sanf fd, FL 32771-1600 9 (407) 323-3300 . Fax (407) 322-3337 2
I
HANGERLillLEGND
1YPf DESCR/PAON
ua a 1 ow wwr - n"
N
Cj
N
M
O
0
Ln
53906.901
HANGER LEGEND
TYPE I TION
i fW ar I rmw am - fiw
1 r mvme-2 I 1-ptr muss-mw
ADD FILLER
PIECE OF SAME
GRADE LUMBER
TO FILL
OUT HANGER
cc
Cy
Q
z
m
Oy
W Q o
o
O Q Ca-
W =3
v
Z Q)
I Lo
Universal Forest Products '
Re: 54601796
Centex Homes Orlando 2509 A,B,C Floor 25 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:
54904023 FT1
54904023 FT2
54904023 FT3
54904023 FT4
54904023 FT5
54904023 FT6
54904023 FT7
54904023 FG7
54904023 FT8
54904023 FT9
54904023 FT10
54904023 FT11
54904023 FT12
54904023 FT6A
Loading (psf) TCLL 40 TCDL 10 BCLL 0 BCDL 5
My license renewal date for the state of Florida is February 28, 2005
6/8/2004
Joh Presley License # 5 886
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 ANSI/TPI-2002 Sec. 2.
Eastern Division
5631 South NC 62 Burlington. NC 27215 'rcl: (336) 226-9356 Fax: (336) 476-9146
54904023 I F ri ' ( FLOOR
Scale - 1
Sue TL20 FP=
8 C O E F O H I J K L M N 0_ P 0 R
US TL20 FP =
20-10-8
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Udell Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) We n/a 999 TL20 245/193
TCDL 10.0 Lumber Increase 1.00 Be 0.01 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 S n/a n/a
BCDL 5.0 CodeFBC2001lrP12002 Matrix) Weight: 91lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins,
BOT CHORD 4 X 2 SYP No.2 end verticals.
WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 4 X 2 SYP No.3
REACTIONS (lb/size) AJ=53/20-10.8, S=27/20-10-8, AI=146/20-10.8, AH=147/20-10-8, AG=145/20-10-8, AE=144/20-10-8, AD=147/20-10=8, AC=147/20-10-8,
AB=147/20-10-8, AA=147/20-10.8, 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=152/20-10.8, T=118/20-10-8
Max Horz AJ=3(load case 1)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD AJ-AK=-48/0, AK-AL=-48/0, A-AL=-48/0, S-AM=-22/0, AM-AN=-22/0, R-AN=,2210, A-B=-3/0, B-C=-3/0, C-D=-3/0, 0-E=-3/0, E-F=-3/0, F-G=-3/0, G-H=-3/0,
H-I=-3/0, W=-3/0, J-K=-3/0, K-L=-3/0, L-M=-3/0, M-N=-3/0, N-0=-3/0, O-P=-3/0, P-0=-3/0, Q-R=-3/0
BOT CHORD AI-AJ=0/0, AH-Al=O/0, AG-AH=O/0, AF-AG=O/0, AE-AF=O/3, AD-AE=O/3, AC-AD=O/3, AB-AC=O/3, AA-AB=O/3, Z-AA=O/3, Y-Z=0/3, X-Y=O/3, W-X=0/3,
V-W=0/3, 1.14=0/3, T-U=OG, S-T_-0/3
WEBS B-AI=-133/0, C-AH=-134/0, O-AG=-133/0, E-AE=-133/0, F-AD=-133/0, G-AC=-133/0, H-AB=-133/0, I-AA=-133/0, J-Z- 133/0, K-Y- 133/0, M-X=-133/0,
N-W=-134/0, O-V=-132/0, P-U=-138/0, 0-T=-110/0
NOTES (7)
1) All plates are 1.5x3 TL20 unless otherwise indicated.
2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1-4.0 oc.
6) 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.
7) 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 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: 54904023
Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT1
ou
54904023 IFT2
1-3-0
O 01-8 1
5x4 TL20=
1.5x3 TL20=
1.5x3 TL20= 5x4 TL20=
A a
FLOOR 19 1 1 IJ,
5.200 s Sep 30 2003
114-8
3x8 TL20 FP= 1.5x3 TL20 II
C n 6 F n u
3dando/2509A,B,Cfjsk/2-24-4
Prence (optional)
Industries, Inc. Tue Feb 24 16:26:40 2004 Page 1
0-1$ Fi Scale .1:35.
5x4 TL20=
1.50 TL20=
Us TL20= 1.50 TL20=
i , v
AA
Z
1.5x3 TL2011 5x4 TL20= 1.5x3 TL2011 300 M1118H FP= 1.5x3 TL2011
54 TL20= 3x8 TL20= 5x5TL20=
1.6-0 4-0.0 6-6.0 9-0-0 10-7-8 ,11-10.8, 14.4-8 16-10-8 19.4-8 20.10.8 ,
20-10-8
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
SCOL 5.0 CodeFBC2001/TPI2002
LUMBER
TOP CHORD 4 X 2 SYP No.2
BOT CHORD 4 X 2 SYP No.1 D
WEBS 4 X 2 SYP No.3
CSI DEFL in loc) Well L/d PLATES GRIP
TC 0.64 Vert(LL) -0.38 Q-R >648 360 M1118H 195/188
BC 0.98 Vert(TL) -0.59 Q-R >416 240 TL20 245/193
WB 0.60 Horz(TL) 0.09 L n/a n/a
Matrix) Weight: 107 lb
BRACING
TOP CHORD Structural wood sheathing directly applied or 6.2.3 oc purlins,
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) - Maximum Compression/Maximum Tension
TOP CHORD W-X=-1120/0, X-Y— 1120/0, A-Y=-112010. L-Z=-1121/0, Z-AA=-1121/0, K-AA=-1121/0, A-B=-1104/0, B-C=-2876/0, C-D=-4030/0, D-E=-4030/0, E-F=-4742/0,
F-G=-4742/0, G-H=-4646/0, H-1=4045/0, IJ=-2872/0, J-K=-110510
BOT CHORD V-W=-O/0, U-V=0/2137, T-U=0/3583, S-T=0/4472, R-S=0/4742, Q-R=0/4742, P-0=0/4490, O-P=0/3578, N-O— / 78, M-N=0/2138, L-M=0/0
WEBS K-M=0/1502, A-V=0/1500, J-M=-1437/0, B-V=-1437/0, J-N=0/1021, B-U=0/1028, 1-N=-982/0, C-U=-983/0, 1-P=0/649, C-T--W622, H-P=-620/0, E-T=-615/0,
H-0=-28/403, E-S=-92/672, G-0=-468/221, F-S=-261/0, G-R=-221/130
NOTES (6)
1) Unbalanced floor live loads have been considered for this design.
2) All plates are M1120 plates unless otherwise indicated.
3) All plates are 3x3 TL20 unless otherwise indicated.
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
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 pints 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: 54904023
Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT2
0A
54904023 I1`73 (FLOOR
12.1
sale . 1
LOADING (psf) SPACING 2.0-0 CSI DEFL in loc) Udell L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 TL20 245/193
TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 L n/a n/a
BCDL 5.0 Cod@FBC2001/TPI2002 Matrix) Weight: 57lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep
BOT CHORD 4 X 2 SYP No.2 end verticals.
WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 4 X 2 SYP No.3
REACTIONS (lb/size) V=53/12-10.0, L=24/12-10-0, U=146/12.10.0, T=147/12-10.0, S=147/12-10-0, R=147/12-10-0, 0=147/12-10.0, P=147/12-10-0, 0=145/12-10-0,
N=152/12-10-0, M=116/12-10.0
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD V-W=-48/0, W-X=-48/0, A-X=-48/0, L-Y- 19/0, Y-L--19/0, K-Z=-19/0, A-B=-3/0, B-C=-3/0, C-D=-3/0, D-E=-3/0, E-F=-3/0, F-G=-3/0, G-H=-3/0, H-I=-3/0,
I-J=-3/0, J-K=-3/0
BOT CHORD U-V=0/3, T-U=0/3, S-T=0/3, R-S=0/3, O-R=0/3, P-0=0/3, O-P=0/3, N-0=0/3, M-N=0/3, L-M=0/3
WEBS B-U=-133/0, C-T=-134/0, O-S=-133/0, E-R=-133/0, F-0=-133/0, G-P=-134/0, H-0=-132/0, I-N=-138/0, J-M=-108/0
NOTES (7)
1) All plates are 1.5x3 TL20 unless otherwise indicated.
2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1.4.0 oc.
6) 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.
7) 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 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: 54904023
Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT3
I WMA
54904023 IFI`4
Scab -1:
6-11-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/dell L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a n/a 999 TL20 245/193
TCDL 10.0 Lumber Increase 1.00 SC 0.02 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 G n/a n/a
BCDL 5.0 CodeFBC2001/rP12002 Matrix) Weight: 32lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No.2 end verticals.
WEBS, 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 4 X 2 SYP No.3
REACTIONS (lb/size) L=59/6.11.0, G=70/6-11.0, K=139/6.11-0, J=150/6-11-0, 1=143/6-11.0, H=160/6.11-0
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD L-M=-51/0, M-N=-51/0, A-N=-51/0, G-O=-63/0, O-P=-63/0, F-P=-63/0, A-8=-8/0, B-C=-B/0, C-D=-B/0, D-E=-8/0, E-F=-8/0
BOT CHORD K-L=0/8,'J-K=0/8, IJ=O/8, H-1=0/8, G-H=0/8
WEBS 8-K=-129/0, C-J=-135/0, 0-1=-130/0, E-H=-146/0
NOTES (7)
1) All plates are 1.5x3 TL20 unless otherwise indicated.
2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 14.0 oc.
6) 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.
7) 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: 54904023
Contractor/Job: 2509 ABC FLR . Date Req:03/19/2004 Draw No:54904023FT4
54904023 IFTS FLOOR
9-1.881.3.0
5x4 TL20=
1.5x3 TL20=
1.5x3 TL20= 3x4 TL20=
X
w
1.5x3 TL2011
US TL20 FP= 1.54 TL2011
Ca
3x4 TL20=
5x5 TL20= 3x4 TL20= 300 M11181-1 FP= 5x5TL20=
3x4 TL20=
9.1-8
0-H-8Scale -
5x4 TL20=
1.5x3 TL20=
1.5x3TL20=
1-6-0 4.0-0 6.6-0 9-0-0 10.2-0 , 12-8-0 15-2-0 17-8-0 121:2
19-2-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Well Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) .0.27 O-R >827 360 MII18H 195/188
TCOL 10.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.43 O-R >530 240 TL20 245/193
BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.08 L n/a n/a
BCDL 5.0 CodeFBC2001/rP12002 Matrix) Weight: 99lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, excep
BOT CHORD 4 X 2 SYP No.2 end verticals.
WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
REACTIONS (lb/size) L=1034/0-8-0, V=1034/0-8-0
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD V-W=-1027/0, W-X=-1027/0, A-X- 1027/0, L-Y=-1027/0, Y-Z=-1027/0, K-Z=-1027/0, A-B=-1003/0, B-C=-2578/0, C-D=-3550/0, D-E=-3550/0, E-F=-3998/0,
F-G=-3998/0, G-H= 3998/0, H-I=-3550/0, W=-2578/0, J-K=-1003/0
BOT CHORD U-V=0/0, T-U=0/1938, S-T=0/3192, R-S=0/3882, O-R=0/3998, P-0=0/3882, O-P=0/3192, N-0=0/3192, M-N=0/1938, L-M=0/0
WEBS K-M=0/1364, A-U=0/1364, J-M=-1300/0, B-U=-1300/0, J-N--W890, B-T=0/890, I-N=-854/0, C-T=-854/0, I-P=0/498, C-S=0/498, H-P= 461/0, E-S=-461/0,
H-O=-184/460, E-R=-184/460, F-R=-212/59, G-O- 212/59
NOTES (6)
1) Unbalanced floor live loads have been considered for this design.
2) All plates are M1120 plates unless otherwise indicated.
3) All plates are 3x3 TL20 unless otherwise indicated.
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
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 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: 54904023
Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT5
54904023 JF176
9.1.8Ff1 4i:2-1
5x4 TL20= 1.5x3 TL2011
1.5x3 TL20= 3x4 TL20= US TL20 FP= 1.50 TL2011 3x4 TL20=
0-1-8HSeale
5x4 TL20=
1.54 TL20=
1.54TL20=
US TL20= 3x4 TL20= 300 M1118H FP= 5x5 TL20= 1.5x3 TL2011
3x4TL20=
9.1.8
1-6-0 4-0-0 6.6-0 9-0-0 10-3-0 12.9.0 15-3-0 17-9-0 19-3.0
19.3.0
LOADING (psf) SPACING 2.0.0 CS1 DEFL in loc) Udell Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.28 R >809 360 M1118H 195/188
TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.44 R >518 240 TL20 245/193
BCLL 0.0 Rep Stress Incr YES W8 0.55 Horc(TL) 0.08 L n/a n/a
BCDL 5.0 CodeFBC2001/TPI2002 Matrix) Weight: 100lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 4 X 2 SYP No.2 end verticals.
WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) L=104210.8-0, V=1035/0-3-8
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD V-W=-1030/0, A-W=-1029/0, L-X=•1035/0, X-Y=-1035/0, K-Y=-1035/0, A-B=-1058/0, B-C=-2635/0, C-D=-3610/0, D-E=-3610/0, E-F=4059/0, F-G=-4059/0,
G-H=4059/0, H-1=-3592/0, W=-2603/0, J-K_ 1012/0
BOT CHORD U-V=0/53, T-U=0/1994, S-T=0/3250, R-S=0/3942, O-R=O/4059, P-0=0/3932, 0-P--0/3225, N-0=0/3225, M-N=0/1955, L-M=0/0
WEBS K-M=0/1375, A-U=0/1366, J-M=-1312/0, 13-U=-1302/0, J-N=0/902, B-T=0/891, I-N=-865/0, C-T=-856/0, I-P=0/509, C-S=0/500, H-P=473/0, E-S=-46210,
H-0=-178/480, E-R=-187/470, F-R=-218/59, G-O=-222/55
NOTES (7)
1) Unbalanced floor live loads have been considered for this design.
2) All plates are M1120 plates unless otherwise indicated.
3) All plates are 3x3 TL20 unless otherwise indicated.
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
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 ANSVfPI 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: 54904023
Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT6
54904023 IFT7 IFLOOR
0*8 1-3-0
5x4 TL20=
1 5x3 TL20=
1.5x3 TL20=
S
R
1I3-8 —I
1.50 TL2011
O U
01*8
Scale . 1:27
5x4 TL20=
1.5x3 TL20=
1.5x3 TL20=
as NVXAAa
e oft
r.
E
tiu
1.5x3 TL2011 5x4 TL20= 1.5x3 TL2011 5x4 TL20= 1.5x3 TL2011
6.7-a ,
r
6.6.0 8.0.8 15.9-8
15-9-8
LOADING (psf) SPACING 2-0.0 CSI OEFL in floc) Well Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.15 L-M >999 360 TL20 245/193
TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.22 L-M A23 240
BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.04 1 n/a n/a
BCDL 5.0 CodeFBC2001/TPI2002 Matrix) Weight: 82lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins,
BOT CHORD 4 X 2 SYP No.2 end verticals.
WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 0=848/0.3-8, 1=848/0-8-0
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD Q-R=-844/0, R-S=-844/0, A-S=-844/0, I-T=-843/0, T-U=-843/0, H-U=-843/0, A-B=-807/0, B-C— 1981/0, C-D=-2675/0, D-E=-2675/0, E-F=-2579/0,
F-G=-1996/0. G-H=-802/0
BOT CHORD P-0=00, O-P=0/1549. N-0=0/2406, M-N=0/2675, L-M=0/2675, K-L=0/2426, J-K=0/1544, IJ=0/0
WEBS H-J=O/1090, A-P=0/1097, GJ=-1032/0, B-P=-1032/0, G-K_-W629, B-0=0/602, F-K=-598/0, C-0=-590/0, F-L=0/318, C-N=0/554, E-L=-343/104, D-N=-222/0,
E-M=-166(78
NOTES (5)
1) Unbalanced floor live loads have been considered for this design.
2) All plates are 3x3 TL20 unless otherwise indicated.
3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
4) 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.
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 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: 54904023
Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT7
54904023 IFG7 IFLAT
OF§ 1-9-12 4-104 7-10-12 10-11-4 13.11-12 15.8-0 15r9-8
0.1.8 1-8-4 3-0-8 3-0.8 3-" 3-0.8 1-8-4 0-1-8
See1e .
2x5 TL2011 5x 10 TL20= 3x4 TL20= 3x4 TL20= 3x4 TL20= 500TL20= 24 TL2011
A a C D E F a
1
5x5 TL20= 500 TL20= 5x4 TL20= SA TL20= 500 TL20= Us TL20=
3.4.0 6.4.8 9.5-0 12-5-8 15-941
3.4-0 3-0.8 3-0-8 3-0.8 34-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Well PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.94 Vert(LL) -0.35 J-K >525 TL20 245/193
TCDL 10.0 Lumber Increase 1.00 BC 0.95 Vtirt(%) -0.55 J-K >335
BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.07 H n/a
BCDL 5.0 Code IBC20001TPI2002 Matrix) Weight: 86Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.1 TOP CHORD Structural wood sheathing directly applied or 1-4-1 oc puriins,
BOT CHORD 2 X 6 SYP SS end verticals.
WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
REACTIONS (lb/size) M=2015/0-3-8, H=2015/0-3-8
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-M=-161/0, A-B=-338/0, B-C=-4999/0, C-D=-7403/0, D-E= 7403/0, E-F=-4999/0, F-G=-338-0, G-H=-161/0
SOT CHORD L-M=0/2903, K-L=0/6453, J-K--W628, I-J=0/6453, H-1=0/2903
WEBS B-M=-2959/0, B-L=0/2477, C-L=-1718/0, C-K=0/1124, D-K=-266/0, DJ=-266/0, E-J=0/1124, E-1=-1718/0, F-1=0/2477, F-H=-2959/0
NOTES (5)
1) Provide adequate drainage to prevent water ponding.
2) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00.
3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
5) Truss shall be fabricated per ANSVrPI 1.95 quality requirements. Plates shall be of size and type shown and centered at pints unless otherwise noted. Provide bracing
where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual member: 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=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: H-M=-160(F=-150), A-G=-100
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FG7
549 XO23 I Fre I FLOOR
1-3-0
9I -- ,
5x4 TL20=
1.5x3 TL20=
1.5x3 TL20= 3x6 TL20 FP=
1I : I
n
10- 0LL3 0
Sdele - 1:35.
1.54 TL2011
3x4 TL20= 5x8 TL20= 1.W TL2011 3x8 TL20=
2x3 TL2011 5x4 TL20= 1.5x3 TL2011 3x6 TL20 FP= 3x4 TL20=
1.5x3 TL2011 3x4 TL20= 5x5 TL20=
7.10.8 11.7-8r
18.8.12 ,
1-6-0 4-0-0 6.6-0 7-9-0 , 9-1.4 , 10-4.4 12-10-4 154-4 16.8-12 , 18-1-4 , 19-28 2088
20-8-8
LOADING (psf) SPACING 2.0-0 CSI DEFL in loc) Well LJd PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.56 Veri(LL) -0.14 V >999 360 TL20 245/193
TCOL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.22 V-W >888 240
BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(rL) 0.04 P n/a n/a
BCDL 5.0 CodeFBC2001/rP12002 Matrix) Weight: 1111b
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep
SOT CHORD 4 X 2 SYP No.2 end verticals.
WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except:
6-" oc bracing: P-O,O-P,N-O.
REACTIONS (lb/size) 2=824/0.8.0, M=-157/Machanical, P=1577/0-38
Max UpliftM= 309(load case 2)
Max GravZ=827(load case 7). M=109(load case 3), P=1577(load case 1)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 2-AA=-822/0, AA-AB=-822/0, A-AB=-822/0, L-M= 83/379, A-B_ 779/0, B-C=-1931/0, C-D= 2470/0, 0-E=-2470/0, E-F=-2554/0, F-G= 2221/0, G-H=-1350/0,
H-1=0/197, I-J=-6/538, J-K=-6/538, K-L=-6/538
BOT CHORD Y-Z=0/0, X-Y=0/1500, W-X=0/2338, V-W=0/2554, U-V=0/2554, T-U=0/2554, S-T=0/1912, R-S=0(758, O-R=0/758, P-0---1197/0. O-P— 119710, N-O=-538/6,
M-N=0/0
WEBS I-P=-1649/0, A-Y=0/1059, 1.0=0/1334, B-Y=-1002/0, H-0=-1222/0, B-X=0/599, H-S=0/834, C-X=-567/0, G-S=-793/0, C-W=0/287, G-T=0/462, E-W=-320/133,
F-T=-561/0, E-V=-194/107, F-U=88/213, L-N=-703/8, 1-0=0/965, J-0=-340/0, K-N=-65/209
NOTES (7.8)
1) Unbalanced floor live loads have been considered for this design.
2) All plates are 3x3 TL20 unless otherwise indicated.
3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at pint M.
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 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.
8) Right end may be attached to 2x6 So.Pine or larger SC of one or more ply girder truss with Simpson LUS46 or eq. Follow Simpson instructions for installation.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023
Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT8
54904023 1 FT9 I FLOOR
Scale - 1
3x8 TL20 FP= 3x3 TL2011
US TL20 FP= 3x3 TL2011
20-6-8
LOADING (psf) SPACING 2-0.0 CSI OEFL in loc) Well Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 TL20 2451193
TCOL 10.0 Lumber Increase 1.00 BC 0.01 Ved(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 S n/a n/a
BCDL 5.0 CodeFBC2001/TP12002 Matrix) Weight: 91lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, BOT CHORD 4 X 2 SYP No.2 end verticals.
WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3
REACTIONS (lb/size) AJ=53/20.6-8, S=6/20-6-8, AI=146/20.6-8, AH=14a/20.6-8, AG=144/2O.6.8, AE=145/20.6-8, A0=147/20.6.8, AC=147/20.6-8, AB=147/20-6-8,
AA=147/20.6.8, Z=147/20-6-8, Y=147/20-6-8, X=147/20.6-8, W=147/20-6-8, V=145/20.6.8, U=153/20-6.8, T=108/20-"
Max Horz AJ=4(load case 1)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD AJ-AK=-48/0, AK-AL=-48/0, A-AL=-48/0, R-S=-1/0, A-B=-4/0, B-C=4/0, C-D=4/0, D-E=4/0, E-F=4/0, F-G=-4/0, G-H=4/0, H-1=4/0, IJ=4/0, J-K=4/0,
K-L=-4/0, L-M=4/0, M-N=-4/0, N-0=4/0, O-P=4/0, P-0 -4/0, O-R=-4/0
BOT CHORD AI-AJ=0/0, AH-AI=0/0, AG-AH=0/0, AF-AG=O/O, AE-AF=O/4, AO-AE=O/4, AC-AD=0/4, AB-AC=O/4, AA-AB=O/4, Z-AA=O/4, Y-Z-0/4, X-Y=0/4, W-X=0/4,
V-W=O/4, U-V=0/4, T-U=0/4, S-T=0/4
WEBS B-AI=-132/0, C-AH=-134/0, 0-AG=-133/0, E-AE=-133/0, F-AD=-133/0, G-AC=-133/0, H-AB=-133/0, I-AA=-133/0, J-Z=-133/0, K-Y=-133/0, M-X=-133/0,
N-W=-134/0, O-V=-132/0, P-U=-138/0, 0-T=-103/0
NOTES (8-9)
1) All plates are 1.5x3 TL20 unless otherwise indicated.
2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1-4.0 oc.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-16d nalls. Strongbacks to be attached to walls at their outer ends or
restrained by other means.
7) CAUTION, Do not erect truss backwards.
8) 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.
9) 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: 54904023Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT9
54904023 (Frio (FLOOR I1 I 1
Universal Forest Products,lnc., Burlington, NC 27215. Je • 'R 5.200 s Sao 30 2(
w
V
9111 1-3-0 'I-
3x4 TL20=
5x4 TL20= 3x4 TL20= 34 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x6 TL20 FP=
A a C 0 E F O N I
5x5 TL20= 3x4 TL20= Us TL20 FP= 3x3 TL20= 3x3 TL20= 3x4 TL20= 5x5 TL20=
3x3 TL20=
7-10.8
0ke . 1
5x4 TL20=
J
1.6-0 4-0-0 6-6-0 7-9-0 , 9-0-0 , 11.6-0 14-" 16.6.0 18-0-0
18-0-0
Y
x
LOADING (psf) SPACING 2-0.0 CSI DEFL in loc) Udell Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.38 Verl(LL) -0.22 O >979 360 TL20 245/193
TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) • -0.34 N-O >620 240
BCLL 00 Rep Stress Incr YES WB 0.51 Horz(TL) 0.07 K n/a n/a
BCDL 5.0 CodeFBC2001/rP12002 Matrix) Weight: 93lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep
BOT CHORD 4 X 2 SYP No.2 end verticals.
WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) U=969/0.8.0, K=969/0-3-8
TCHORD
RCES (lb) - Maximum Compression/Maximum Tension
P CHORD U-V=-963/0, V-W=-963/0, A-W_ 96310, K-X=-963/0, X-Y=-963/0, J-Y=-963/0, A-B=-934/0, B-C=--2377/0, C-D=-3214/0, O-E=-3508/0, E-F=-3508/0,
F-G=-3219/0, G-H=-2376/0, H-1=-2376/0, IJ=-934/0
T-U=0/0, S-T=0/1803, R-S=0/2923, O-R=02923, P-0=0/3508, O-P_-0/3508, N40=0/3482, M-N=0/2924, L-M-0/1803, K-L=0/0
WEBS J-L=0/1270, A-T=0/1269, I-L=-1208/0, B-T=-1209/0, I-M=0/797, B-S=0/798, G-M=-762/0, C-S=-759/0, G-N=0/410, C-0=0/475, F-N=-367/0, 0-0=-549/0,
F-0=-250/365, D-P=-113/161, E-0=-134/68
NOTES (5)
1) Unbalanced floor live loads have been considered for this design.
2) All plates are 1.5x3 TL20 unless otherwise indicated.
3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
4) 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.
5) 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: 54904023
Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT10
54904023 IFT11 IFLOOR III
Q 1' r8 1.3.0 1
5x4 TL20=
1.5x3 TL20=
1.5x3 TL20=
x1
w
US TL20 FP= 1.5x3 TL2011
0-1-8
0-9-10 0-9-10H Scale 1
1.5x3 TL20=
SO TL20= 1.54 TL20=
k B
T.
C D E F O H I J
6\raffl-
ad
NA .
24 TL2011 Sx4 TL20= 1.54 TL2011 3x8 TL20 FP = 5x4 TL20= l.Sx3 TL2011
7.10.8 ; 1.1 1
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 floc) Udell Ud PLATES GRIP
TCLL 400 Plates Increase 1.00 TC 0.35 Vert(LL) -0.12 R-S >999 360 TL20 245/193
TCDL 10.0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.19 R-S >944 240
BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.04 M n/a We
BCDL 5.0 CodeFBC2001/TPI2002 Matrix) Weight: 93lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep
BOT CHORD 4 X 2 SYP No.2 end verticals.
WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing, Except:
6-0-0 oc bracing: M-N,L-M.
REACTIONS (lb/size) V=812/0-8-0, M=1033/0-3-8
Max Grav V=821(load case 2). M=1033(load case 1)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD V-W=-815/0, W-X=-815/0, A-X=-815/0, K-Y=0/7, Y-2=0/7, J-L-O/7, A-B=-773/0, B-C=-1910/0, C-0=-243a/0, D-E=-2438/0, E-F= 2515/0, F-G=-2515/0,
G-H=-1897/0, H-1=-787/0, 1-J=0/58
BOT CHORD U-V=-0/0, T-U=0/1487, S-T=0/2310, R-S=0/2515, O-R=0/2515, P-0=0/2295, O-P=0/1486, N-0=0/1486, M-N=-120/3, L-M=-123/0, K-L=0/0
WEBS I-M- 1004/0, A-U=0/1050, 1-N=0/1047, B-U=-993/0, H-N=-974/0, B-T=0/589, H-P=0/588, C-T=-557/0, G-P=-570/0, C-S=-6/278, G-O-_-19/486, E-S=-285/130,
E-R=-173/64, F-O=-167/0, I-L=-0/107, J-L=-100/0
NOTES (7)
1) Unbalanced floor live loads have been considered for this design.
2) This truss is not designed to be used as a floor truss.
3) All plates are 3x3 TL20 unless otherwise indicated.
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
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 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 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
Z"-7
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023
Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT11
54904023 IFTI2 IFLOOR
Scale . 1:27
3x6 T= FP=
1 8 C 0 E F O H I J K L M N O
n i rr T' rr rr r ,, ., , X2
30 TL20= 3A TL20 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
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 CodeFBC2001JTP12002
LUMBER
TOP CHORD 4 X 2 SYP No.2
BOT CHORD 4 X 2 SYP No.2
WEBS 4 X 2 SYP No.3
OTHERS 4 X 2 SYP No.3
CSI DEFL in loc) I/dell L/d PLATES GRIP
TC 0.06 Vert(LL) n/a We 999 TL20 245/193
BC 0.01 Vert(TL) n/a n/a 999
WB 0.03 Horz(TL) 0.00 P n/a n/a
Matrix) Weight: 75 lb
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
REACTIONS (Ib/size) P=46/17-1-12, A0=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=147/17-1-1
U=147/17.1.12, T=147/17-1-12, S=146/17-1-12, R=151/17-1-12, 0=129/17-1-12
Max Horz AD=6(load case 1)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD AD-AE=-48/0, A-AE=-48/0, P-AF=-40/0, AF-AG=-40/0, O-AG=-40/0, A-B=-6/0, B-C=-6/0, C-D=-6/0, D-E=-6/0, E-F=-6/0, F-G=-6/0, G-H=-6/0, H-I=-6/0,
IJ=-6/0, J-K=-6/0, K-L=-6/0, L-M=-6/0, M-N=-6/0, N-0=-6/0
SOT CHORD AC-AD=0/0, AB-AC=0/0, AA-AB=O/0, Z-AA=0/0, Y-Z=0/O, X-Y=0/0, W-X--0/6, V-W=0/6, U-V=0/6, T-U=0/6, S-T=0/6, R-S=0/6, O-R=0/6, P-0--W6
WEBS B-AC=-133/0, C-AB. 134/0, D-AA=-133/0, E-Z=-133/0, F-Y=-133/0, H-W=-133/0, I-V=-133/0, J-U=-133/0, K-T=-134/0, L-S=-133/0, M-R=-137/0, N-0=420/0
NOTES (8)
1) All plates are 1.5x3 TL20 unless otherwise indicated.
2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1.4.0 oc.
6) 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.
7) CAUTION, Do not erect truss backwards.
8) 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: 54904023
Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT12
54904023 1FT6A
A 8 3x3TL20=
P 1 f3 1.7-8 M
sewe.
1— s tT zo 3-6-0 ttt 9 --I
LOADING (psl) SPACING 2.0.0 CSI DEFL in loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) n/a n/a 999 TL20 2451193
TCDL 10.0 Lumber Increase 1.00 Sc 0.11 Vert(TL) -0.03 D-E >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 D n/a n/a
BCDL 5.0 CodeFBC2001/rP12002 Matrix) Weight: 23lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, excepSOTCHORD4X2SYPNo.2 end verticals.
WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) E=186/0-3-8, D=186/0-3.8
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD E-F=-64/0, A-F=-64/0, D-G=-64/0, C-G_ 64/0, A-8=-3/0,13-C=-3/0
BOT CHORD 0-E=0/155
WEBS B-E=-184/0, 8-0=-184/0
NOTES (4)
1) All plates are 1.5x3 TL20 unless otherwise indicated.
2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 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) 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 orcertificationofthetrussdesigner.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023
Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT6A
C. Universal Forest Products
Re: 54601795
Centex Homes Orlando 2509 A Roof 25 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 GE18 53906901 CJ3
53906901 GE15 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 (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10
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
6/8/2004
Joh . Presley License # 15886
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 ANSI/TPI-2002 Sec. 2.
Eastern Division
5631 South NC 62 Burlington, NC 27215 Tel: (336) 226-9356 Fax: (336) 476-9146
Joo runs rues , rpv
53906901 1H, 13
1-0* 5.24 9-0-0 15-0-0 21-0-0 27.0-0 30.2.15 36-0-0 37.0•P
1-0-0 5.9-1 3.2.15 6-0.0 6-0-0 8.0.0 3.2-15 5-9.1
Sew@ - 1
SO =
Cu ins = sa = &a =
Sr8 = 3e10 M1118H= ad = 300 MI118H= Us =
9.1-12 18-0-0 28- 0-0 36-0-0
9.1-12 a-10-4 8.10.4 9.1-12
Offsets lX Y1. ID•0-3 0 0 2.41. IF•0.4-0 0-9-01 fG:0.3-0 0-2-41Plate
LOADING (psQ
TCLL 20.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code F13C2001
CSI
TC 0.38
BC 0.80
WB 0.79
Matrix)
DEFL In (loc) Udell
Vert(LL) 0.28 M >099
Vert(TL) -0.62 K-M >826
Horz(TL) 0.15 1 n/a
1st LC LL Min Udeff - 240
PLATES GRIP
TL20 24WI93
Weight: 169 lb
LUMBER
TOP CHORD 2 X 4 SYP N0.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
REACTIONS (lb/slze) B-1497/0-3.8,1-1497/0-3-8
Max Harz B•-104(load case 5)
Max Uplift8--413(load case 2), I--413(load case 3)
13RACING
TOP CHORD Sheathed or 3-3-7 oc purllns.
BOT CHORD Rigid calling directly applied or 6-6-14 oc bracing.
FORCES (lb) - First Load Case Only
TOP CHORD A-8-22, B-C--3067, C-D--2813, D-E--2592, E-F--3350, F-0--2592, G-H--2813, H-1--3067, I-J-22
SOT CHORD 8-0-2771, N-0-3284, M-N-3284, L-M-3284, K-L-3284,1-K-2771
WEBS 0-0-788, G-K-788, C-O-•252, H-K--252, E-O--825, E-M-I06, F-M-I08, F-K--825
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-08 per FBC2001;110mph; h-25ft; TC0L-6.0psf; BCDL-6.0psf; occupancy category 11, exposure B; enclosed;MWFRS gable end zone, - cantilever left and right exposed; and 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 wlthstanding 413 lb uplift at joint 8 and 413 lb uplift at joint 1. 6) Trues shell 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 V of interior joints. Bracing Indicated onthissheet1storeducebucklingofIndividualmembersonlyanddoesnotreplaceerectionandpermanentbracing
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 CASES) Standard
I
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
53906901 1 CJ5 I ROOF TRUSS
914 c 4-10.16 4-j it
LOADING (psf) SPACING 2-0-0 CSI DEFL In (Ioc) t/defl
TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) n/a - n/a
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 Well - 240
LUMBER
TOP CHORD 2 X 4 SYP No.2
SOT CHORD 2 X 4 SYP No.2
REAC71ONS (Ib/alze) C-135/Mechanlcal, 8-2810-3.8, 0-48/Mechanical
Max Harz B-115(load case 6)
Max UpgftC--116(load case 5), 8--77(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-8-22, B-C-42
BOT CHORD B-0-0
PLATES
TL20
Weight: 17 lb
GRIP
245/193
BRACING
TOP CHORD Sheathed or 4-11-11 oc purllna.
BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing.
MM
NOTES (3)
1) Wind: ASCE 7-98 per FSC2001;110mph; h-25ft, TCDLre.Opsf; BCDL-8.0psf; 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.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at Joint C and 77 lb uplift at Joint B.
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 budding 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: 2609 EL.A RF Date Req:04/24/2003 Draw No:53906901CJ5
53906901 l CJ 1 I ROOF
Scale •
0.10.16 4141
LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Well 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 0.00 Vert(TL) 0.00 A >999
BCLL 0.0 Rep Stresslncr YES WS 0.00 Horz(rL) -0.00 C n/a
SCOL 10.0 Code FBC2001 Matrix) 1 at LC LL Min Well - 240 Weight: 5 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11-11 cc purlins.
SOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid telling directly applied or 10-0.0 cc bracing.
REACTIONS (Walze) 8.133M-3.8, E4/Mechanical, C.O/Mechanical
Max Hors 8.41(load case 4)
Max UplgtB--102(load case 4), C--27(load case 5)
Max GravB-133(load case 1), E-9(load case 1), C-20(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-8-21, B-C--28, C-D-4
SOT CHORD B-E-O
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-B.Opsf; BCDL-8.0psf; occupancy category If; exposure B; enclosed;MWFRS gable end zone, -
cantilever left and right exposed ; and vertical left and right exposed -,Lumber OOL-1.60 plate grip DOL-1.33.
2) Provide mechanical connectlon (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 8 and 27 lb uplift at Joint C.
3) Truss shall be fabricated per ANS /rPI 1-05 quality requirefnents. 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 bucMing of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shell 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 responslbllih
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 we 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:53906901CJ1
53908901 IGEIS I ROOF TR I 1 F1
o-09-0-07-0-0 8•-0 I 1-
0.0 3-" Seale -
1:1 694 =
W =
W = 3$-
0 7-0-0 LOADING (
psf) SPACING 2-0-0 Cal DEFL In (loc) I/defl PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.10 VAR(LL) -0.00 F >999 TL20 245/193 TCDL
10.0 Lumbar Increase 1.25 Sc 0.08 Vart(TL) -0.01 F >009 8CLL
0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 D Na BCDL
10.0 Code FOC2001 Matrix) 1st LC LL Min Udell. 240 Weight: 27lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0.0 cc purllns. SOT
CHORD 2 X 4 SYP No-2 BOT CHORD Rigid calling directly applied or 10-0-0 cc bracing. WEBS
2 X 4 SYP No.3 REACTIONS (
Ib/slze) 8-333/0-8-0, 0-33WO-8.0 Max
Harz B--52(load case 5) Max
Upllft8--153(load case 4), D-453(load case 5) FORCES (
lb) - Find Load Case Only TOP
CHORD A-8-22, B-C--318, C-D--318, D-E-22 SOT
CHORD B-F-244, D-F-244 WEBS
C-F-74 NOTES (
4) 1)
Unbalanced roof live loads have bean considered for this design. 2)
Wind: ASCE 7-98 per FBC2001;110mph; h-25ft; TCDL-B.Opsf, BCDL-8.0ps1; occupancy category II; exposure B; anclosed;MWFRS gable -and zone; cantilever
left and right exposed; and vertical left and right axposed;Lumber DOL-1.60 plate grip DOL-1.33. 3)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at Joint 8 and 153 lb uplift at Joint D. 4)
Truss shall be fabricated per ANSVrPI 1.05 quality requirements. Plates shall be of size and type shown and centered at Joints unless otherwise noted. Provide
bracing *hare 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 shell verify all design Information on this sheet for conformance
with conditions arid requirements of the specific building and governing codes and ordinances. The truss designer accepts no responslblllly 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 cartl8cation 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 GE18
53906901 19615 IRO I 1
1-0.01 5-1-14 9.8-0 a 14.2-2 , 19-4-0 i204.0,
1.0.0 5.1.14 4.6.2
aid =
2r3 IfH 223 11
4.6-2
211311 293 11 293 11 1 2X2 If a,e = 24 11 26 11 21211 2a3 If W
II 2411 5-
1.14 1.0-0 Scats •
1 63-
4 a 19.4.0 634
3.4.12 9. -0 LOADING (
psf) SPACING 2-0-0 CSI DEFL In loc) Udell PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.23 VeR(LL) 0.04 B-Z >999 TL20 245/193 TCOL
10.0 Lumber Increase 1.25 SC 0.28 Vart(TL) 0.08 B-Z >999 SCLL
0.0 Rap Stress Incr YES WS 0.05 Horz(TL) 0.00 N We BCDL
10.0 Code FOC2001 Matrix) 1st LC LL Min Udell . 240 Weight: 100lb 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 cc purlins. SOT
CHORD R191d calling directly applied or 10-0-0 cc bracing. REACTIONS (
lb/slze) N-212f13.0.12, 6-308/0.8-0, V-160/13-0.12, W--120113-0-12. X•57PJ13-0-12, T•83/13.0-12, S-106/1"-12, R•128/13-0-12, 0-
14/13-0-12, P-295/13-0-12 Max
Horz X-111(load case 4) Max
UplIhN--90(load case 5), B-446(load case 4), V--32(load case 4). W-490(load case 1), X--248(load case 4). S--56(load case 5). R--
54(load case 5), 0--17(load case 5). P-419(load case 5) Max
Grav N-2120oad 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-128(load case 1). Q.I4(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--118, F-G--67, G-H--67, H-t--68,1-J--77, J-K--76.X-L--69, L-M--94, M-N--102, N-O-21 SOT
CHORD B-Z-58, Y-Z-56, X-Y-58, W-X-O, V-W-O, U-V-O, T-U-58, S-T-56, R-S-58, O-R-56, P-0-56, N-P-SS 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, 110mph; h-25ft; TCOL-8.0paf; 13COL-6.Opsf; occupancy category 11, exposure B: enclosed;MWFRS gable and zone; cantilever
left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip 00L-1.33. 3) Truss designed for wind loads In the plane of the truss only. 4)
Gable studs spaced at 1-4-0 cc. 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 loll V.
190 lb uplift at Joint W, 248 lb uplift at joint X, 58 lb uplift at joint S, 54 lb uplift at joint R, 17 lb uplift at joint 0 and 119 Ib 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 an this
sheet Is to reduce bucddnng 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 GE1 5
53906901. ,T1B ,fBtitH I
1-0-0 6-5.6 9.8.0 12.10-10 19.4.0 20.4-0
1-0-0 6-5.8 3.2.10 3.2.10 8.6.8 1.0-0
Sawa -11
614 =
de=
9.8-0 19.4-0
94-0 9.8-0
Plate Offsets (X,YI: H:04.0.0-3-01
LOADING (pat) SPACING 2-0-0 Cal DEFL In foe) dell PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.08 9-H 999 TL20 245/103
TCDL 10.0 Lumbar Increase 1.25 Sc 0.50 Vart(TL) 0.23 B-H 986
SCLL 0.0 Rep Stress Incr YES WS 0.22 Horz(TL) 0.03 F n/a
BCDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min Well - 240 Weight: 81 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
REACTIONS (lh/size) F-830/0-3-8, 8.830/0-3-8
Max Harz 8.110(load case 4)
Max UpliftF--270(load case 5), 8--270(load case 4)
BRACING
TOP CHORD Sheathed or 5-0.4 cc purlins.
BOT CHORD Rigid calling directly applied or 10-0-0 cc bracing.
ORCES (lb) - First Load Case Only
rOP CHORD A-8-22, S-C-1379, C-0-4072, D-E--1072, E-F--1379, F-0-22
30T CHORD B-H-1221, F-H-1221
NESS C-H--366, 0-H-690, E-H--366
40TES (4)
1) Unbalanced roof live loads have been considered for this design.
t) Wind: ASCE 7-28 per F13C2001;110mph; h-25ft; TCDLr6.Opsf; BCDL-8.0psf, occupancy category If; exposure 8; enclosed;MWFRS gable and zone;
cantilever left and right exposed; and vertical left and right exposed;Lumbar DOL-1.60 plate grip DOL-1.33.
1) 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.
I) Truss shall be fabricated per ANSI/rPl 1-95 quality requirements. Plates shall be of size and type shown and centered at Joints unless otharwlse noted.
Provide bracing where Indicated and within 4" of Interior joints. Bracing Indicated on this sheet 1s to reduce buckling of Individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 responsibillhforthecorrectnessoraccuracyofthedesignInformationasItmayrelatetoaspecificbuilding. 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.
OAD CASE(S) Standard
Oustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901T16
53006901 IG17. ICOMMON 3
7-0.12 9.8-0 12.34 i 19-4-0 120.4.0,
7-0.12 2.7-4 2.7.4
6x4 =
Lra II 716 = axe = 7xa = 3.e 11
7-0-12 1-0-0
Scale -1
7.0-12 94-0 12.3-4 194.0
7-0.12 2-7.4 2.7.4 7-0-12
Plate Offsets (X Yl: fA:0-3-6.0-0.01.fF:0-0-0.0-0.01.113:0-3-6.0-0.01.fl:0-0-0.0.0-01.fJ:0-3.0.0-441.fL:0-3-0.0.4.41
OARING (psf) SPACING 2-0-0 CS! DEFL In (foe) 1/defl PLATES GRIP
rCLL 20.0 Plates Increase 1.25 TC 0.42 Ved(LL) 0.17 K 999 TL20 245/103
rCDL 10.0 Lumber Increase 1.25 8C 0.98 Vert(TL) -0.26 , K-L 862
3CLL 0.0 Rep Straits Incr NO WB 0.85 Horz(TL) 0.08 G n/a
3CDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udell - 240 Weight: 381 lb
LIMBER
rOP CHORD 2 X 4 SYP No-2
30T CHORD 2 X 8 SYP No.2
NEBS 2 X 4 SYP N0.3
EACTIONS (lb/size) A-7819/0.3-8, G-SSWO-3-8
Max Harz Awl26(load case 5)
Max UpliftA--2536(load case 5). 0-4895(load case 5)
BRACING
TOP CHORD Sheathed or 5-7-11 cc purlins.
130T CHORD Rigid calling directly applied or 10-0-0 cc bracing.
ORCES (b) - First Load Case Only
OP CHORD A-8--15883, 8-C--13343, C-D--10827, D-E--10823, E-F.-13530, F-G.-13257, G-H-29
JOT CHORD A-M-14702, L-M-14702, K-L-12298. J-K-12462,1-J-12249, G-1-12249
NEBS C-L-3367. D-K-7962, E-J-3643, C-K--3380. E-K--3624, B-M-1928. B-L--2751, F-1--571, F-J-244
COTES (7)
Special hanger(s) or connecilon(s) required to support concentrated load(s) 3053.0Ib down and 1049.51b up at 12-3.4 on bottom chord. Design for
unspecified connecilon(s) Is delegated to the building designer.
3-ply truss to be connected together with 10d Common(.148'x3') Neils as follows:
Top chords connected as follows: 2 X 4.1 row a10.9-0 cc.
Bottom chords connected as follows: 2 X 8 - A rows at 0-4-0 cc.
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 cc.
Special hanger(s) or connection(s) required to support concentrated load(s) 3053.01b down and 1049.51b up at 12-3-4 an bottom chord. Design for
unspecified connections) Is delegated to the building designer.
Unbalanced root live loads have been considered for this design.
Wind: ASCE 7.98 per FBC2001;110mph; h-25ft; TCDL-6.0psf; BCDL-8.0psf; occupancy category 11; exposure 8; anciosed;MWFRS gable and zone;
cantilever left and right exposed ; and vertical left and right exposed;Liunber DOL,.1.60 plate grip DOLr1.33.
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2538 lb uplift at joint A
and 1895 lb uplift at Joint Q.
Special hanger(s) or connectlon(s) required to support concentrated load(s) 3053.O1b down and 1048.51b up at 12-3-4
on bottom chord. Design for unspecified connection(s) Is delegated to the building designer.
Trues 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 bullding 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.
OAD CASE(S) Standard
Regular: Lumber Increase-1.25, Plate Increase-1.25
Uniform Loads (plf)
Vert: A-J--740.0, G-J--20.0, A-D--80.0, D-H--60.0
Concentrated Loads (lb)
Vert: J--3053.0
ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
ontractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 Gi 7
i3906901 IEJ7
a
S.4 =
Swe.
8-ii-4
6.11.4
7-A-0
0-0-12
OADING (psi) SPACING 2-0-0 Cal DEFL In (loc) I/defl PLATES GRIP
CLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) n/a - Na Tf20 245/193
COL 10.0 Lumber Increase 1.25 SC 0.21 Vert ) OA 7 A 90
ICLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C rda
ICDL 10.0 Code FBC2001 Matrix) • 1at LC LL Min Udell - 240 Weight: 23 lb
UMBER
OP CHORD 2 X 4 SYP No.2
IOT CHORD 2 X 4 SYP No.2
iEACTIONS (lb/slze) C-198/Machanical, B-346/0-3-6, D-68/Machanical
Max Harz 8-159(Ioad case 5)
Max UpIIRC--165(load case 5), B--75(load case 4)
ORCES (lb) - First Load Caa&Only
OP CHORD A-B-22, B-C-62
OT CHORD B-D-O
BRACING
TOP CHORD Sheathed or &0-0 cc purlins.
BOT CHORD Rigid calling directly applied or 10.0-0 cc bracing.
TOTES (3)
Wind: ASCE 7-98 per FBC2001;110mph; h-25ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category 11, exposure 8; ancfosed;MWFRS gable and zone;
cantilever left and right exposed; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
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.
Truss shall be fabricated per ANSVfPI 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 doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 we not part of the review or certification of the truss designer.
DAD CASE(S) Standard
ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
ontractor/Job: 2509 EL.A RF Date Req:04/24/2003 Drew No:53906901 EJ7
53906901 1 HJ7 I ERWACK TRUSS
1-s-a 5.8.9 0.10.1
1.8 5 8.3 4.1.13
soda. Na
r ,
5.8.3 a-9.4 9.10.1
LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) Well PLATES GRIP
rCLL 20.0 Plates Increase 1.25 TC 0.37 Verl(LL) 0.03 F-G >999 TL20 246/193
rCDL 10.0 Lumber Increase 1.25 8C 0.40 Vart(TL) -0.06 F-G >999
3CLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 E n/a
9CDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min Udell - 240 Weight: 40 lb
LUMBER BRACING
rOP CHORD 2 X 4 SYP No.2 TOP CHORO Sheathed or 6-0-0 oc purllns.
30T CHORD 2 X 4 SYP No.2 BOT CHORD • Rigid ceiling dlrectly appllad or 10-0.0 oc bracing.
NESS 2 X 4 SYP No.3
3EACTIONS (lb/alze) B-435/0-3.8, E-408/Machanlcal, 0-222/Mechanical
Max Harz B-193(load case 4)
Max Uplift8--242(load case 2), E--64(load case 3), D--179(load case 5)
ORCES (lb) - First Load Case Only
rap CHORD A-8-24, 8-C--858, C-0-46
9OT CHORD B-0-800, F-G-800, E-F-O
MESS C-G-169, C-F--877
40TES (3)
I) Wind: ASCE 7-98 per FBC2001, 110mph; h-25ft; TCDL-6.Opsf, BCDL-6.0psf, occupancy category II; exposure 8; enclosed;MWFRS gable and zone;
cantilever left and right exposed; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
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.
1) Truss shag be fabricated per ANSI/rPI 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 rasponsiblllty
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.
OAD CASE(8) Standard
Regular: Lumber Increase-1.25, Plata Increase-1.25
Uniform Loads (plf)
Vert: A-8--60.0 ITrapezoidalLoads (plf)
Vert: 8.0.0-to-E--49.5, B--2.2-to-O•-148.5 '
ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
ontractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 HJ7
53906901 IH1 MONO HIP
1 0 0 7-0-0 12-10.10 , 18.7.9 24-4.7 30.1-6 38.0.0
r
1.0.0 7-0-0 5.10.10 6.8.14 5.8.14 5.8.14 5.10-10
swe .1:82.
7r10 =
ate = 8as = 8t8 = 2te II Bra = sa10 =
a•00 12 r e a C a H 1
et10 =
2A 11 8t10 M1118H= at8 = ate = e410 M1neH= 700 = Us 11
at10 =
7.1-12 12-10.10 18.7-9 24-4-7 30-1.6 W-0-0 ,
7-1-12 5-a-14 5-a-14 5-a-14 5-a-14 6-10.10
Plate Offsets X g.-0-2-7 Ed a C:0-3-4 0-4-0 0-3-8 0-3-8
LOADING (psf) SPACING 2.0-0 CSI DEFL In (loc) Udell PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.70 N-0 :b.544 TL20 245/193
TCOL 10.0 Lumber Increase 1.25 SC 0.92 Vert(TL) -1.12 N-0 >383
BCLL 0.0 Rep Stress Incr - NO WB 0.86 Horz(TL) 0.19 J n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udell - 240 Weight: 230 lb
LUMBER
TOP CHORD 2 X 6 SYP N0.2 'Except'
Tt 2 X 4 SYP No.t
SOT CHORD 2 X 6 SYP No.1 'Except'
82 2 X 6 SYP SS
WEBS 2 X 4 SYP No.1 'Except'
W3 2 X 4 SYP No.2, W22X4SYP No.3 W2
2 X 4 SYP No.3, W2 2 X 4 SYP No.3 W2
2 X 4 SYP No.3, W22X4SYP No.3 REACTIONS (lb/
alze) J-3136/Mechanical, B-3053/0-3.1 O (Input: 0-3-6) Max Harz
8-163(load case 3) Max UpIIftJ--
I273(load case 3). B--1058(load case 3) BRACINO TOP
CHORD
Sheathed, except and verticals. BOT CHORD
Rigid ceiling directly applied or 4.1-8 oc bracing. WEBS 1
Row at mldpt 1-K FORCES (lb) -
First Load Case Only TOP CHORD
A-19-26, B-C--7057, C-D-4389, D-E--10135, E-F.-8829, F-0--8829, G-H-48829, H-1--5501, 1-J--2988 BOT CHORD
B-0-6455, P-0-8472, 0-P-6472, N-0-9387, M-N-10135, L-M-5501, K-L^SSOI, J-K-190 WEBS C-
0-326, 0-0--1177, E-N--114, G-M--738, H-K--2378, C-0-3235, 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;110mph; h-25ft; TCOL-B.Opsf, BCDL-6.0psf; occupancy category II; exposure 8, enclosed;MWFRS gable and zone; cantilever left
and right exposed ; and vertical left and right exposed;Lumber OOL-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 and with 7-0-0 and setback 9) Special
hanger(s) or connectlon(s) required to support concentrated load(s) 385.01b down and 310.81b up at 7-0-0 on top chord.
Design for unspecified connections) Is delegated to the building designer. t) Trues
shall be fabricated per ANWPI 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 Indlvldual'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 namesand locations are for administrative purposes only and are not part of the revieworcertificationofthetrussdesigner. 10) Right
and may be attached to 2x8 SO.Plne SC of two or more ply girder truss with Simpson HUS29 or eq. Follow Simpson Instructions
for Installation. OAO CASE(
S) Standard 1) Regular:
Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (
plf) Vert: 13-
J--43.5, A-C--60.0, C-1-430.6 Concentrated Loads (
lb) Vert: C--
385.0 Customer No:
11045 Customer Name: CENTEX HOMES ORLANDO Shopp No: 53906901 Contractor/Job:
2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H1
63906901 I1-12 MONO HIP
1.0 6-8-14 9-0.0 5.9-14 22.6.0 -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
Stab - 1:6
6O =
3.s = s.s = 3.s = Ads =
3.7 = U n - •• -
Us c 3es = 3xs = SX& = Us = 3r6 = 2d II
5-a-14 9.1- 2 16-9.14 22.6.0 29-2.2 36-"
5-8.14 3.4.14 8.8-2 6.8.2 6.8-2 6-9-14
Plate Offsets (X YI: fD•0.5.4 0-2.81 fF'0.4.0 0-3-01
LOADING (psi)
TCLL 20.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr NO
Code FBC2001
CSI
TC 0.94
BC 0.74
WB 0.80
Matrix)
DEFL In (loc) Udell
Vert(LL) 0.30 L-M >999
Vert(TL) -0.51 L-M >848
Horz(TL) 0.11 1 n/a
let LC LL Min Wall - 240
PLATES GRIP
TL20 245/193
Weight: 185 lb
LUMBER
TOP CHORD 214 SYP No.2
BOT CHORD 2 X 4 SYP No.2
NEBS 2 X 4 SYP No.3
REACTIONS (lb/slze) 8-1498/0-3-8,1.1427/Mechanlew
Max Horz B.M(load case 3)
Max Upl[hB.-431(toad case 2). I--483(load case 3)
BRACING
TOP CHORD Sheathed or 3-0-14 oc purlIns, except and verticals.
BOT CHORD Rigid calling directly applied or 5-10-11 oc bracing.
ORCES (lb) - First Load Case Only
fOP CHORD A-8-22, 8-C•-3082, C-D--28/5, 0-E--3374, E-F•-3210, F-G--3210, G-H--2114, H-1--1354
30T CHORD B-0-2766, N-0-2580, M-N-2580, L-M-3374, K-L-2114, J-K-2114, I-J-69
NEBS D-0-314, C-0--238, E-M--324, F-L--391, G-J-4037, D-M-908, E-1 --188, G-L-1260, H-J-2352
40TES • (4.5)
1) Wind: A CE 7-98 per FBC2001; 1 tOmph: h-25ft; TCDL.B.Opsf, BCOL-6.Opaf, occupancy category 11, exposure 8; anclosed;MWFRS gable and zone;
cantilever left and right exposed; and vertical left and right exposed;Lumber OOL-1.60 plate grip DOL-1.33.
3) Provide adequate drainage to prevent water ponding.
1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 431 lb uplift at joint 8 and 483 lb uplift at joint I.
1) 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 shoat 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 shoat for
conformance with conditions and requirements of the specific building and goveming codes and ordinances. The truss designer accepts no responsibllitl
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.
i) H28R: Right and may be attached to 2x8 So. Pine BC of two or more ply girder truss with Simpson HUS28 or sq. Follow Simpson Instructions for
Installation.
OAO CASE(S) Standard
Oustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901ontractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H2
53906901 I1-13
I -a-? B-5.3 11-0-0 25-0-0 294-13 36-0-0 t
1.0.0 6-5-3 4-6-13 14.0.0 4-8.13 6-5.3
Sawa
ti+s =
21011 as =
to
427 = M L K J 1 SA =
3xa = Us = Sad = Sao = Us =
9.3-14 18-0-0 26-a-2 364-0
9-3-14 8-8-2 6-11-2 9-3.14
fate Offsets MY): (0:0-3-0.0.2-41, (F:0-3.0.0-2-41
AADING (pet) SPACING 2-0-0 CSI DEFL In (1oc) I/dell PLATES GRIP
CLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.22 K >999 711-20 24SH93
CDL 10.0 Lumber Increase 1.25 8C 0.80 Vert(TL) .0.43 K-M >999
ICLL 0.0 Rep Stress Incr YES WO 0.23 Horz(TL) 0.13 H n/a
ICOL 10.0 Code FBC2001 Matrix) lot LC LL Min Vdafl - 240 Weight: 167 lb
UMBER
OP CHORD 2 X 4 SYP No.2
IOT CHORD 2 X 4 SYP No.2
VEBS 2 X 4 SYP No.3
1EACTIONS (Ib/slze) H-1427/Mechanicel, 8-1498/0-3-8
Max Harz B-131(load case 4)
Max UplIftH--328(load case 3), 8,082(load case 2)
BRACING
TOP CHORD Sheathed or 3-2-14 cc purlins.
80T CHORD Rigid calling directly applied or 7-9-2 cc tracing.
ORCES (lb) - First Load Case Only
OP CHORD A-8-22, B-C--3046, C-0--2782, F-0--2789, 0-H-•3057, D-E-•2629, E-F--2829
IOT CHORD B-M-2749. L-M-2371, K-L-2371. J-K-2374, I-J-2374, H-1-2761
VEBS C-M--309, D-M-432. F-1-440. G-6-315. E-K--443. D-K-549. F-K-544
IOTES (5-6)
Unbalanced roof live loads have been considered for this design.
Wind: ASCE 7-98 per FBC2001;110mph; h-25ft, TCDL-B.Opsf, BCDL-6.0ps1; occupancy category 11, exposure B; enclosed;MWFRS gable and zone;
cantilever left and right exposed; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
Provide adequate drainage to prevent water ponding.
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 8.
Truss shall be fabricated per ANSVrPI 1.95 qualify requirements. Plate& 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. Bullding 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 iwlidlng. 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.
H28R: Right and may be attached to 2x8 So. Pine SC o1 two or more ply glydar truss with Simpson HUS28 or eq. Follow Simpson Instructions for Installation.
OAD CASE(S) Standard
ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901ontractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H3
f8l1 1
53906901 I1-14 ROOFTRUSS
1-0p 6-5.3 13.0.0 , 23-0.0 , 29-6.13 36.0-0 , 1.
0-0 6.5.3 6-8.13 10-0-0 6-8.13 8-5.3 Sash .
Us =
21311 sra = 30 =
M L K J 1 30 = 3Ys =
3a8 = 1-.H 3.s = Us = 9-
344 Is-" 1126-8-2 36.0-0 9.
3-14 8-8-2 8-8.2 9-3.14 Plate
Offsets (X.Y1: r0:0-3-0.0-2.41, RO.3.0.0.2.41 LOADING (
pat) SPACING 2-0-0 CSI DEFL In ((cc) I/defl PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.18 K 909 TL20 245/193 TCDL
10.0 Lumber Increase 1.25 SC 0.79 Vad(TL) 0.39 K-M 999 BCLL
0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.13 H r a BCDL
10.0 Code FBC2001 Matrix) 1 at LC LL Min I/dell - 240 Weight:171 lb LUMBER;
TOP
CHORD 2 X 4 SYP No.2 SOT
CHORD 2 X 4 SYP No.2 WEBS
2 X 4 SYP N0.3 REACTIONS (
lb/slze) H-1427/Mechanical, 8.1498/0-3-a Max
Harz B-149(load case 4) Max
UplIftH--319(load case 5). 8--389(load case 4) BRACING
TOP
CHORD Sheathed or 3-1-1 cc purlins. 80T
CHORD Rigid calling directly applied or 7-8-15 cc bracing. FORCES (
Ib) - First Load Case Only SOP
CHORD A-6-22, B-C-4071, C-0--2769, F-G--2776, G-H--3081, D-E.-2365, E-F--2365 BOT
CHORD S-M-2777, L-M-2174, K-L-2174, J-K-2178, I-J-2178, H-1-2788 WEBS
C-M--394, D-M-552, F-I-560, 0-1-400, E-K--252, D-K-284, F-K-280 NOTES (
6.8) I)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft: TCDL-6.Opsf; BCDL-6.0psf: occupancy category II; exposure B; enclosed;MWFRS gable and zone, - cantilever
left and right exposed: end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 1)
Provide adequate drainage to prevent water ponding. t)
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 e. i)
Truss shall be fabricated par ANSVTPI 1-96 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. 1)
H28R: Right end may be attached to 2x8 So. Pine 8C of two or more ply girder truss with Simpson HUS28 or eq. Follow
Simpson Instructions for installation. OAD
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 H4
63906901 I1-15 ROOFTRUSS
010i 6.5.3 , 11-10-14 15-0.0 21.0-0 24.1.2 29-6.13 36-0-0
1-0-0 5.5.3 5-5-10 3.1-2 8-0.0 3.1.2 5.5.10 8.5.3
sede -
5.00 12 so = bus =
I
It
30= N M L K J 30=
its = 3rs = sum = 3A = ace =
04-14 i 18.0.0 26.8.2 38.0.0
9.3-14 8.8.2 8.8.2 9-3.14
Plate Offsets (X.Y1:fD:0-4-0,0-3-0I.fE:0-3.0.0-2-41,fF:0-3-0,0-2-41,10:0-4.0,0-3-01
LOADING (pet) 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 BC 0.78 Vart(TL) -0.38 I-J 999
BCLL 0.0 Rep Stress Incr YES W8 0.66 Harz(TL) 0.13 1 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Wall - 240 Weight:183 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
SOT CHORD 2 X 4 SYP N0.2
WEBS 2 X 4 SYP No.3
REACTIONS (lb/slze) 8-1498/0-3.8,1-1427/Mechar>Ical
Max Harz 8-168(load case 4)
Max Uplift8--413(load case 4), I--343(load case 5)
BRACING
TOP CHORD Sheathed or 3-3-1 cc purllns.
SOT CHORD - Rigid calling directly applied or 7-4-12 cc bracing.
FORCES (lb) - First Load Case Only
TOP CHOAD A-8-22, B-C--3063, C-0--2770, D-E--1983, F-0--1gas, O-H--2778, H-1--3073, E-F:-2021
SOT CHORD B-N-2768, M-N-2285, L-M-2265, K-L-2268, J-K-2268,1-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: 11amph; h-25ft, TCOL-6.0psf; BCDL-6.0psf; occupancy category It,, exposure 8; enclosed;MWFRS gable and zone;
cantilever left and right exposed ; and vertical left and right expoaed;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/rPI 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 buciding 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.
I) H28R: Right and 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 Re4:04/24/2003 Draw No:53906901H5
53906001 IH6 RO RUSS
010.0 6-5-9 11-10-14 17-04 , 19-0.0 , 24.1.2 20.6.13 36-0.0 ;
1.0.0 B-5-3 6.5.10 5.1.2 2.0.0 5.1.2 5.5.10 6.5.3
Seale .
a00fr exs = &a =
1t
SO = N M L K J W=
Us = 3x6 = U12 = Us = axe =
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 MY): fO:0-4-0.0-3.01, fE:0-3.0.0.2-41, PO-3.0,0-241.10:0.4-0,0-3-01
LOADING (pef) SPACING 2.0-0 CSI DEFL In (loc) Udell PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.17 L 999 TL20 245/193
TCOL 10.0 Lumber Increase 1.25 SC 0.78 Vert(TL) 0.38 I•J 999
SCLL 0.0 Rep Stress Incr YES WO 0.75 Horz(TL) 0.13 1 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight:183 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
80T CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 8-1498/0.3-8,1-1427/Machanlcal
Max Horz 8-188(load case 4)
Max Uplift8 -435(load case 4), I--364(lond case 5)
BRACING
TOP CHORD Sheathed or 3-3-0 cc purlins.
BOT CHORD Rigid telling directly applied or 7-1-0 oc bracing.
FORCES (lb) - First Load Case Only
SOP CHORD A-B-22, 8-C--3057, C-D--2773, 0-E--1947, F-G--1947, G-H--2780, H-6-3067, E-F--1812
30T CHORD B•N-2762, M•N-2278, L-M-2278, K-L-2281, J-K-2281,1-J-2773
NEBS C-N--353, O-N-484, G-J-491, H-J--359, E-L-524, F-L-523, G-L--895, D-L-•693
VOTES (5-6)
1) Unbalanced roof live loads have been considered for this design.
Wind: ASCE 7-08 per FBC2001; I I Omph; h-25ft; TCOL-B.Opsf,, BCDL--6.0psf; occupancy category 11, exposure 8; endozed;MWFRS gable and zone;
cantilever left and right exposed, end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
1) Provide adequate drainage to prevent wafer pending.
1) 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.
i) 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. gracing 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 (or 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.
1) H28R: Right end may be attached to 2x8 So. Pine BC of two or more ply girder truss with Simpson HUS28 or sq.
Follow Simpson Instructions for Installation.
OAD CASE(S) Standard
4
Customer No: 11045 Customer Name: CENTEX HOMES .ORLANDO Shop No: 53906901Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H6
53906001 I T7 I ROOF TRUSS
I-0.0 8.5-3 11.10.14 18-0-0 24.1.2 29.8-13 38.0.0
1-0-0 6.5.3 5.5.10 6.1.2 a-1-2 5.5-10 a-s-s
8uY-
aao 12
6r3 =
30 = M L K J 1 30 =
394 = Sea = $xe = SEA = gas =
9-3-14 18.0.0 28.8.2 38.0.0
9.3.14 8.8-2 8.8.2 9.3-14
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 >990 TL20 2451193
TCOL 10.0 Lumber Increase 1.25 SC 0.79 Vert(TL) -0.39 H-1 >009
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/dell - 240 Weight:174 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-0 oc purling.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rlgld calling directly applied or 6-11-8 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (Ib/alze) 8-1499/0.3-8. H-1427/Mechanical
Max Horz B-195(load case 4)
Max UpllftB•-444(load case 4), H--374(load case 5)
FORCES • (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--3056, C-0--2773, 0-E--1944, E-F-4944, F-G--2781, G-1-1--3068
BOT CHORD B-M-2760, L-M-2281, K-L-2281, J-K-2284, 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-1--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-8.0psf; BCDL-B.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable and zone;
cantilever left and right exposed, and 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 shalt be fabricated per ANSUTPI 1-05 quality requirements. Plates shag 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 shelf 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 responsibllitl
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
adminlstrativa 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.Pina BC of two or more pry girder truss with Simpson HUS28 or eq. Follow Simpson Instructions for
Installation;
LOAD CASES) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901T7
53908901 I H9 I ROO
0 6.5.3 11-10.14 17.0-0 , 19.0.0 , 24.1-2 29.6-13 36.0-0 97_0p
1-0-0 6.5.3 5.5-10 5-1-2 2-0-0 5.1.2 6.5-10 6.5-3 1-0-0
Scale - 1
a00 12 65 = sas =
III
317 = O N Y L K SO =
SM = 34 = 5.12 = 395 = Us =
9.3-14 18-0-0 28-a-2 36.0.0
9-3.14 a-8.2 9.8.2 9.3.14
Plate Offsets MY):fD:0.4-0.0-3-01.fE:0-3.0.0-2-41,fF:0-3.0.0.2-41,fG:0.4.0.0-3-01
LOADING (pat) SPACING 2-0-0 CSI DEFL In (loc) Well PLATES GRIP
rCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.17 M >999 TL20 245/193
rCDL 10.0 Lumber Increase 1.25 8C 0.70 Vart(TL) -0.38 M-0 >999
3CLL 0.0 Rep Stress Incr YES W8 0.74 Horz(TL) 0.13 1 Na
3COL 10.0 Code FBC2001 Matrix) 1 at LC LL Min Udell - 240 Weight:185 lb
UMBER
rOP CHORD 2 X 4 SYP No.2
30T CHORD 2 X 4 SYP No.2
NESS 2 X 4 SYP No.3
iEACTIONS (Ib/slze) B-1497/0-3-8,1-1497/0.3.8
Max Horz B-478(load case 5)
Max UpliftB--434(load case 4), 1--434(load case 5)
BRACING
TOP CHORD Sheathed or 3-3-6 cc purlins.
BOT CHORD Rlgid calling directly applied or 7-1-9 oc bracing.
ORCES (lb) - First Load Case Only
rOP CHORD A-8-22, B-C--3054, C-D--2770, D-E-4944, F-0--1944, G-H-•2770, H-6-3054, I-J-22, E•F--1809
iOT CHORD B-0-2759, N-0-2275, M-N-2275, L-M-2275, K-L-2275, I-K-2759
NESS C-0--353, 0-0-484, G-K-484, H-K--353, E-M-523, F-M-523, (3-M--893, D-10--693
40TEB (5)
Unbalanced roof live loads have been considered for this design.
Wind: ASCE 7-98 per FBC2001, 110mph; h.•25h; TCOL-S.Opsf; BCDL-6.0psf; occupancy category II; exposure 8; enclosed-,MWFRS gable and zone;
cantilever left and right exposed; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
1) Provide adequate drainage to prevent water pending.
1) 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.
i) 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 an 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 goveming 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.
OAD CASE(S) Standard
Oustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901ontractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H9
63906901 1H10 1 ROOESAM - - 11
1 0-0 11.10-14 15-0-0 21-0-0 24.1.2 29-6-13 36-0.0 37-0.0
r
1-0-0 8-5-3 5-5-10_ 3-1-2 6-0-0 3.1.2 5.5-10 6.5.3 1-0-0
Scale -1
saojfa s a =
SO = G N M L K 317 =
ae = 3d = MCI = s:a = Us =
9.3.14 18-0-0 i 26-8-2 36-0.0
9.3.14 8-a-2 a-a-2 93.14
Ili
Plate Offsets X Y: 13:0-4.0 0-3-0E: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 (Ice) Wall PLATES GRIP TCLL
20.0 Plates Increase 1.26 TC 0.41 Vert(LL) -0.17 M >299 TL20 245/193 TCDL
10.0 Lumber Increase 1.25 8C 0.70 Ved(TL) -0.38 M-0 >999 BCLL
0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.13 1 n/a SCOL
10.0 Code FBC2001 Matrix) 1 st LC LL Min Wall - 240 Weight:184 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 REACTIONS (
lb/slze) B-1497/0-3-8, 61497/0-3-8 Max
Horz B--159(load case 5) Max
UpIIft8--413(land case 4), I--413(load case 5) BRACING
TOP
CHORD Sheathed or 3-3-7 oc purlins. 80T
CHORD Rigid calling directly applied or 7-5-5 oc bracing. FORCES (
Ib) - First Load Case Only TOP
CHORD A-8-22, B-C--3060, C-0--2768, D-E--1980, F-0--1980, G-H--2768, H-6-3060,1-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--371, D-0-498, G-K-496, H-K--371, E-M-504, F-M-504, G-M--593, D-M--593 VOTES (
5) 1)
Unbalanced roof Ilve loads have been considered for this design. 2)
Wind: ASCE 7-98 per FBC2001; I I Omph, h-25ft,, TCDL -6.0psf; BCDL-B.Opsf; occupancy category 11, exposure 8; enclosed;MWFRS gable and zone; cantilever
left and right exposed, and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 1)
Provide adequate drainage to prevent water ponding. 1)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at Joint 8 and 413 lb uplift at Joint I. 5)
Truss shall be fabricated per ANWPI 1-95 juallty, requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. ProvidebracingwhereIndicatedandwithin4ofinteriorJoints. 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 responslblllty forthecorrectnessoraccuracyofthedesigninformationasItmayrelatetoaspecificbuilding. Any references to Job names and locatlons are for administrative
purposes only and are not part of the review or certification of the truss designer. OAO
CASE(8) 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 HI
Job Truss Truss Type Oty Ply Cantex•Orfando/2501-A4sW4-19.3
53906901 H11 1
Job Reference foallonall
Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 6.000 s Feb 20 2003 MITek Industries, Inc. Wed Apr 23 08:33:44 2003 Page 1
I-0.0 8-5.9 13.0-0 23.0-0 29.6.13 36.0.0 37-0-0
1-0-0 8-6-3 6.8.13 10-0-0 a-8.13 6.6-3 1-0.0
saw& . 1,61.
ace =
Pc] II ece =
0 E F
0.00 rlE
C zS a
8 N IA
Ir, td
A = N M L K J 30 =
ce = 34 = ce = ce = ]ce =
9.3.14 18-0-0 26-8-2 36.0-0 i
9.3.14 8.8.2 a-e-2 9.3-14
Plate Offsets X 0-3-0 0.2-4 F:0-3-0 0.2-4
LOADING (pat) SPACING 2-0.0 CSI DEFL In (loc) I/den PLATES GRIP
rCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.18 L 999 TL20 245/193
rCDL 10.0 Lumber Increase 1.25 BC 0.70 Vart(TL) 0.39 L-N 999
BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.13 H Na
3CDL 10.0 Code FBC2001 Matrix) 1at LC LL Min Udefl - 240 Weight:173 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
REACTIONS (lb/slze) B-1497/0.3-8, H-149710-3-8
Max Horz B--141(load case 5)
Max UpllftB--389(load case 4). H.-389(foad case 5)
BRACING
TOP CHORD Sheathed or 3-3.10 oc purllns.
BOT CHORD Rigid calling directly applied or 7-9.8 cc bracing.
FORCES (lb) - First Load Case Only
rOP CHORD • A-8-22, B-C--3068, C-O-•2766, F-G--2766, G-H--3068, H-1-22, D-E--2362, E-F.-2362
30T CHORD B-N-2775, M•N-2171, L-M-2171, K•L-2171, J-K-2171, H-J-2775
NEBS C-N--394, 0-N-552, F-J-552, G-J--394, E-L--251, D-L••282, F-L-282
VOTES (5)
1) Unbalanced roof live loads have been considered for this design.
Wind: ASCE 7.08 per FBC2001;110mph; h-25ft, TCOL-B.Opsf; SCDL-B.Opsf; occupancy category 11, exposure B; encfosed;MWFRS gable and zone, -
cantilever left and right exposed; and vertical left and right exposed;Lumber DOtt1.60 plate grip DOL-1.33.
1) Provide adequate drainage to prevent water ponding.
1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 8 and 389 lb, uplift at Joint H.
i) 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 44 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 shag verify all design Information on this sheet for
conformance with conditions and requirements of the specific building and governing codas 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.
OAD CASE(S) Standard
ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H11
53906901 ,H12 IROO r_
1.0-0 8-5-3 11-0-0 25-0.0 29.6.13 36.0.0 37.0-0
r—r-
1.0.0 6-5-3 4.6.13 14-0.0 4.6.13 6.5.3 1."
Soda -
eae = ea II axe =
I
30 = N A4 L K J 30 =
Sae = 3as = Sae = Us = Sae =
9.3.14 i 18-0-0 , 26.8.2 36.0-0 i
9-3-14 8.8.2 8.8.2 9-3.14
Plate Offsets MY): fD:0-3-0.0.2.41.fF:0.3.0.0-241
LOADING (psf) SPACING 2-0-0 CSI DF-FL In (foe) Udeff 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 125 SC 0.70 Vart(TL) -0.43 L-N >999
BCLL 0.0 Rep Stress Incr YES WS 0.23 Horz(TL) 0.13 H n/a
BCDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min Udefl - 240 Weight:160 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
SOT CHORD 2 X 4 SYP No.2
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 UpilftB--382(load case 2), H--382(load case 3)
BRACING
TOP CHORD Sheathed or 3-3-3 cc pudins.
BOT CHORD Rigid calling directly applied or 7.10-3 cc bracing.
FORCES (Ib) - First Load Case Only
TOP CHORD A-8-22, B-C--3044, C-0--2779, F-G--2779, G•H--3044, H-1-22, D-E--2825, E-F--2825
SOT CHORD S-N-2747, M-N-2368, L-M-2368, K-L-2368, J-K-2368, H-J-2747
WEBS C-N--309, O-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;110mph; h-25ft; TCOL-6.0psf; BCDL-6.0psf; occupancy category 11, exposure B; enclosed;MWFRS gable and zone;
cantilever left and right exposed; and 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 a1 joint H.
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 responslbllill
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:53906901H12
Job Truss Trues Type
53908901 114,13 , HI
1-0-0 5.9.1 0.0.0 15.0-0 21-0.0 27-0-0 30-2.15 36-0-0 37 0 0
1-0-0 5.9.1 3.2-15 6.0;0 8-0.0 8-0-0 3.2.15 5.9.1 1-0-0
Sawa - 1
Us = Sae = tyre = me=
I
30 = O N 1r L 9 30 =
318 = 3910 M111AH= are = 3r10M1118H = Us =
9-1-12 18-0.0 28-104 96.0-0
9.1.12 8.10.4 8-10-4 9-1.12
Plate Offsets (X,YI:(D:0-3-0,0.2-41,(F:0-4.0.0-3.01,rG:0.3.0,0.2-41
LOADING (pat) SPACING 2.0-0 CSI DEFL In (Ice) Vdefl PLATES GRIP
rCLL 20.0 Plates Increase 1.25 TC 0.38 Vart(LL) 0.28 M >899 TL20 245/193
rCDL 10.0 Lumber Increase 1.25 Be 0.80 Vart(TL) -0.62 K-M >826
BCLL 0.0 Rep Stress Incr YES WS 0.79 Horz(TL) 0.15 1 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight:169 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
30T CHORD 2 X 4 SYP No.2
NESS 2 X 4 SYP No.3
REACTIONS (lb/slze) B-1497/0-3-8,1-1497/0-3.8
Max Harz 13-404(load case 5)
Max UplItIB-413(load case 2),1--413(load case 3)
BRACING
TOP CHORD Sheathed or 3-3-7 cc purlins.
BOT CHORD Rigid caging directly applied or 6-8-14 cc bracing.
ORCES (lb) - First Load Case Only
rOP CHORD • A-8-22, B-C--3067, C-D--2813, D-E--2592, E-F--3350, F-0--2592, G-H--2813, H-1--3087, I-J-22
30T CHORD B-O-2771, N-0-3284, M-N-3284, L-M-3284, K-L-3284, I-K-2771
NESS D-0-788, G-K-788, C-0--252, H-K--252, E-0--825, E-M-106, F-M-108, F-K--825
40TES (6)
1) Unbalanced roof live loads have been considered for this design.
3) Wind: ASCE 7.98 per FBC2001; 11Omph; h-25ft; TCDL-6.0pst, BCDL-6.Opsf; occupancy category II; exposure B; enclosed,,MWFRS gable and zone-,
cantilever left and right exposed, and vertical left and right exposed:Lumber DOL-1.60 plate grip DOL-1.33.
1) Provide adequate drainage to prevent water ponding.
1) All plates are TL20 plates unless otherwise Indicated.
1) 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 1. 1) Truss shall be fabricated per ANSI/rPI 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 budding 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.
OAD CASE(S) Standard
Dustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shopp No: 53906901Contractor/Job: '2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H13
S3908901 I1-114 IHI -
ill* 4-8-5 7-0-0 12-6-14 18-0-0 23.5-2 20.0-0 , 31-5-11 . 36-0.0 F-0-A
1-0.0 4.8.5 2.5-11 S-8.14 5-S-2 6.8-2 S-6.14 2.5.11 4.6.5 1.0.0
anH-1
aA
h10 =
ad = 4d II ate = ate = 7x10 =
1LOGR
PP
P4 tt IakS. kI t
axle =
Ste = ad = 710 M1118H= ate = axe =
N
at10 =
7.1.12 12-6.14 , 18-0.0 23-5.2 28-10-4 36.0-0 i
7-1-12 6-5.2 6-5.2 5.5-2 5-5.2 7-1.12
Plate Offsets (X.Y): r8:0-2.7.Edael, r0:0.3-12.0.4-01, fl:0-3-12.0-4-01, rK:O-2.7.Edgel, rO:O-5-0.0.4-81
OADING (pat) SPACING 2-0-0 CSI DEFL In (loc) Well PLATES GRIP
rCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LI-) 0.81 O 529 TL20 245/193
fCOL 10.0 lumber Increase 1.25 8C 0.77 Ved(TL) -1.16 O >370
3CLL 0.0 Rep Stress Incr NO W8 0.74 Horz(TL) 0.21 K n/a
3COL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udeff - 240 Weight: 221 lb
UMBER
fOP CHORD 2 X 4 SYP No.2 'Except'
T32X6SYP No.2,T22X8SYP No.2 30T CHORD
2 X 6 SYP SS NESS 2
X 4 SYP No.3 'Except* Wt 2X4SYP
No.2. W1 2X4SYP N0.2 Wt 2X4SYP No.2.
Wt 2X4SYP No.2 BRACING TOP CHORD Sheathed or 1.
9-
8 oc purllns. BOT CHORD Rigid calling directly applied
or 4-4-2 cc bracing. 1EACT10NS (lb/size) K-3079JO.3-
10 (Input: 0.3.8), 8-3079/0-3.10 (Input: 0-34) Max Harz B--88(load case
5) Max UpIIhK--1129(load case 3).
8--1076(load case 3) ORCES (lb) - Flrat Load Case Only
OP CHORD A-8-28, B-
C--7085, C-D--8987, D-E--9397, E-F--10284, F-0--10284, G-H--10284, H-1--9397, I-J--8987, J-K--7065, K-L-26 IOT CHORD 8-0-6456. P-
0-6499, O-P-9394, N-0-9394, M-N-6499. K-M-6456 VEBS 0-0-200,1-M-
290, C-0-94, D-P-3247, E-P-4253, E-0-1001, F-0--997, H-0-1001, H-N--1253, f-N-3247, J-M-34 L11 DOTES (2) Unbalanced roof five
loads
have been
considered for this design. Wind: ASCE 7-98 per FBC2001:
110mph: h-25ft; TCDL-B.Opsf; SCOL-6.Opsf; occupancy category II: exposure 8; enclosed:MWFRS gable end zone: cantilever left and right exposed ; and
vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 1) Provide adequate drainage to prevent
water ponding. All plates are TL20 plates unless
otherwise Indicated. WARNING: Required bearing size at joint(
s) K, 8 greater than Input bearing size. 1) 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 8. Girder carries hip and with 7.0.0 and setback Spacial hanger(a) or connactlon(s)
required to support concentrated load(s) 385.Olb down and 310.8lb up at 29-0-0. and 385.01b down and 310.
81b up at 7-0-0 on top chord. Design for unspecified connectlon(s) Is delegated to the building designer. Truss shall be fabricated
per ANSUTPI
1.95 quality requirements. Plates shag be of size and type shown and centered at Joints unless otherwise noted. Provide
bracing where Indicated and within Vol Interior Joints. Bracing Indicated on this shoat Is to reduce bucklingofIndividualmembersonlyanddoesnotreplaceerectionandpermanenttracingrequiredfortheoverallbuildingdesign.
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 foradministrative purposes only and are not part of the review or certification of thetrussdesigner. OAD CASES) Standard Regular: Lumber Increase-
1.25, Plata
Increase-1.25 Uniform Loads (plf) Vert: A-D--
80.0, 0-
1-430.8,1-L--80.0, S-K-43.5 Concentrated Loads (lb) Vert: D--385.
0 1--385.
0 ustomer No: 11045 Customer Name: CENTEX
HOMES ORLANDO Shop No: 53906901 ontractor/Job: 2509 EL.A RFDateReq:04/24/2003 Draw No:53906901 HI
53906901 I CJ5 I ROOF TRUSS
M91
a = 4-10-15 4-4101
OARING (psf) SPACING 2-0-0 CSI DEFL In loc) I/def PLATES GRIP
rCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) We n/a TL20 245/193
rCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.0S A >263
ICLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a
ICDL 10.0 Code FBC2001 Matrix) tat LC LL Min Udell - 240 Weight: 17 lb
UMBER BRACING
rOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4.11-11 cc pudins.
IOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 cc bracing.
IF -ACTIONS (lb/size) C-135/Mechanlcal, 8-268/0-3.8, D-48/Mechanlcal
Max Horz B-115(load case 5)
Max UpIIhC--1 18(load case 5), 8--77(load case 4)
ORCES (lb) - First Load Case Only
OP CHORD A-8-22, B-C-42
IOT CHORD. 8-0-0
TOTES (3)
Wind: ASCE 7-98 per FBC2001; I lOmph; h-25tf; TCOL-6.Opsf, BCOL-B.Opst; occupancy category II; exposure 8; endosed;MWFRS gable end zone;
cantilever loft and right exposed; and vertical loft and right exposad;Lumbar DOL-1.60 plate grip DOL-1.33.
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at Joint C and 77 lb uplift atJoint B.
Truss shall be fabricated per ANSI/rPI 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 Deatgner shag 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 at certification of the truss designer.
OAR CASE(S) Standard
ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
ontractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 CJ5
3908901 CJ3 ROOF; SS
Ala -
ant - 2-10.15 2-11,11
OADING (psf) SPACING 2.0-0 CEI DEFL In loc) Udefl PLATES GRIP
CLL 20.0 Plates Increase 1.25 TC 0.08 Ve LL) n/a n/a TL20 245/193
COL 10.0 Lumber Increase 1.25 SC 0.03 Vert TL) -0.01 A >909
CLL 0.0 Rep Stress Incr YES WS 0.00 Horz(TL) -0.00 C n/a
CDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well - 240 Weight: 11 lb
UMBER BRACING
OP CHORD 2 X 4 SYP No-2 TOP CHORD Sheathed or 2.11-11 cc purlins.
OT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 cc bracing.
EACTIONS (lb/siza) C-69/Mechanical, 8-104/0-3-8. 0-28/Machanical
Max Horz B-73(load case 5)
Max UpllftC--66(load case 5). B--84(load case 4)
ORCES (lb) - First Load Case Only
OP CHORD A-8-22, 8-C-21
OT CHORD 8-D-0
OTES (3)
1 Wind: ASCE 7-98 per FBC2001;110mph; h-25ft; TCDL-B.Opal; SCOL-B.Opsl; occupancy category II; exposure 8; anclosed;MWFRS gable and zone;
cantilever left and right exposed; and vertical left and right exposed;Lumber OOL-/.60 plate grip DOL-1.33.
i Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint C and 84 lb uplift at joint 8.
i 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 responslbllill
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.
3AO CASE(S) Standard
ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901
ontractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 CJ3
r-i6 i
3906901 l CJ1 I ROOF
seal. -
o-1o•ts of t•ft
0-10.1a 0.0.12
OADING (psf) SPACING 2-" CSI DEFL In loc) Udell PLATES GRIP
CLL 20.0 Plates Increase 1.25 TC 0.06 Ver((LL) n/a rt/a TL20 245/193
COL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 A >999
CLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a
COL 10.0 Code FBC2001 Matrix) 1 at LC LL Min Udell - 240 Weight: 5lb
UMBER BRACING
3P CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0.11 A 1 cc purlins.
OT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 10.0-0 cc bracing.
EACTIONS (lb/slza) 8-133/0.3.8, E.G/Mechanical, C-0/Mechanlcal
Max Horz 8-41(load cape 4)
Max UpllftB.-102(load case 4), C--27(load case 5)
Max Grav 8-133(load case 1), E-9(load case 1), C-29(load case 4)
3RCES (1b) - First load Case Only
3P CHORD A-8-21, B-C--26, C-D--4
3T CHORD B-E-0
3TES (3)
Wind: ASCE 7-08 per FBC2001;110mph; h-2511; TCOL-B.Opsf, BCDL-6.0psf; occupancy category 11, exposure 8; anclosed;MWFRS gable and zone;
cantilever left and right exposed, and vertical left and right exposed;Lumber OOL-1.60 plate grip 0OL.1.33.
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.
Truss shall be fabricated per ANSlJTPI 1-95 quality requirements. Plates shah 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.
3AD CASE(S) Standard
ustomer No: 11046 Customer Name: CENTEX HOMES ORLANDO Shop No: 63006901ontractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901CJ1