HomeMy WebLinkAbout175 Bristol Forest Trl 04-883 New SFHPE'RMlT ADDRESS
CONTRACTOR
Centex Homes
ADDRESS 385 Douglas Ave,, Ste 2000
Altamonte Springs, FL 32714
407-661-2176
CGC 049689
Pf IONE NU!,/IBER
PROPERTY OWNER
N,I)DRI---SS
PHONE NUMBER
ELECTRICtU. CONTRACTOR
MECHANICAL CONTRACTOR
PLL."MBfNG CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
G=
PERMIT NUMBER FEE
SUBDIVISION
OWPE'RMIT 40-1-A _jNbZV_ DATE
PFRMITLIESCRIPTION
PERMIT VALUATION
SQUARE FOOTAGE
1-3 I
t
I
ra
M
City of Sanford Certificate of Occupancy
at the building
located at 175 Bristol Forest Trl for which permit number y4-zs6s was
issuea has been completed according to the plans and specifications filed in the permit, to wit
as 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
05/
21/04 Engineering: D. Richards
06/
02/04 Public Works: R.
Buckner 05/
24/04 Utilities: R. Blake
05/
24/04 Fire Department: N/
A Zoning:
N/A
Centex
Homes Property
Owner 06/
03/04
Building Official Date
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE: 5/21/04
PERMIT #: 04-883
ADDRESS: 175 BRISTOL FOREST TRAIL
PRESERVE AT LAKE MONROE
CONTRACTOR:
PHONE #:
CENTEX
TREY 407-468-9155
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.
ngineerin /2
Public Works
Utilities
Fire N/A
Zoning N/A
Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
PLOT PLAN
DESCRIPTION: .(AS FURNISHED)
LOT 55, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK',62, PAGES 12-15- OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
IMPERVIOUS CALCULATIONS (LOT ONLY) '
LOT 55 CONTAINS 9317 SQUARE FEET t (LOT ONIr "
THIS STRUCTURE CONTAINS 2120 SQUARE FEET k
TOTAL CONCRETE 499 (WITHW LOT ONLY) 50. FT, S
TOTALS 0698 SO, FT, t
PERCENT OF CONCRETE & STRUCTURE TO LO7 267: S
T•.3o'
APIEC SLALE
15 ]D
BUILDING SETBACKS
FRONT: 25'
REAR: 20'
SIDE: 5'
CORNER: is -
PREPARED FOR:
CENTEX HOMES
I. ELEVATIONS SHOWN ARE PER LOT GRADING'
PLANS PROMOEO 13Y THE CLIENT•
31waz''
1
LEGEND
BUILDING SETBACK LINE,Q
IE
CCNICRLNIE
RIMY OF WAY LINE
PROPOSED ELEVATIONO&p
PROPOSED DAANADC FLAW
101LOT
h2CONCRETE3 {
LO LAND SURVCYNC OUSINESS r
LSPRM LAND SURVPERMANENT REFPERMANENTREFERENCE MONUMENT
PCP PERMANENT CONTROL POMTP))
FROC/W
PERPLAYPLAT FOUNORfO
CONCRETE
WALK T
3
fl—
W
StOEWA'IWORI PIT
PLAT SOON R
PL'SPAS PACESF ) A^' MLW
LOT WIDTH MINIPOINTPOTPOINOTONBOUNDARYPOOPOO
PANTOF quv0UN0 CURVATURE POINT ONCURVEaRPO
OFDOALRECIXO PLANNED DEVELOPMCNTDCNOTES
DELTA ANGLE r+i_3-- L CB
DENOTESARC LENGTH S 7 LOT 55
UP TO CURB CONTAINS 9784 SQUARE FEET i THIS STRUCTURE
CONTAINS 2120 SQUARE FEET ! CONCRETE 805
S0, FT. III INCLu01N0 (SIDEWALK/APRON) TOTAL SOD
6859 0 T Rp R `
r"L7•n N00Os? jA id w
LOj• ivPt .
II I
r`
r iw
i
i
40.
0'-
ss' LOT 54 i; 40.
00'
I 9w olw 1
bPROPOSEDys
iT
FlIS"
J1ETT %LOOK 5 ? i V` LD t ELEVATNTN."7170 n'A , . CIO N
n Z
COwRc
ENTRYD
1O
d=
14'
21I'41" r,.• , SAY
L= 43.8 R=175.
0' CB=S3 '
41'1 g"E i ,d
UTAIYY ns1 •Y,t=r C=43.7J' ORIDTES CHORD
BEARING PC DLWOTES
i-mT OF CURVATURE r .1y.-:
TS''
r,, '-•.,,, PI DENOTESPOINTO/ INiERSECTmN ARC DENOTES
POINT 1# REVERSE CURVATURE 1NlJG1 6"" PT
DENOTESPONTOFTANGENCY0'45 1` Y L. TYP TYPICAL 'AA'31'OT' ; 10M1,09' A/CAIRCONDITIONERCOWCONCRETE
BLOCK WALL L IyD.DD gT SO'ar RP RADIUS
PANT On5AYY1T'w'E i r C"
I5190'15,925"ECS CONCRETE5lASCr37.90•' C CHORDLENGTHp.5M196.32' SN N,
NATURAL sCETce A ._./ S
L•,' .
09' e4 {. Rj NATURALCRArv}/ Y' n RF r: 00' fR p/ 11 GY AV R/wWCMT-OF-WAY AT' ,i B41T' THIS PLOT
FLAN IS INTENOEO FOR PERMITTING PURPOSES ONLY, THIS
IS NOT INTENDED FOR THE CONSTRUCTION OF FTI THE THEPROPOSEDHOUSE. REFER TO HOUSE PLAN AND OPTION BRISTOL FORESTig1 FQ b r7
LIST
FORCONSTRUCTION. 1 50' RIGHT-OF-WAY"oT ALL BUILDING
SET BACK LINES SHOWN HEREON 15 PER DATA FURNISHED BY
CLIENT AND 1$ FOR INFORMATIONAL PURPOSES ONLY, THIS
IS
NOT A SURVEY THIS IS
A PLOT PLAN ONLY I HAVE
EXAMINED THE PAR.M. COMMUNITY PANEL 1. THE SURVEYOR HAS NOT ABSTRACTED THE NO 120494
DOSS f DATED 4/17/95 AND FOUND LAND SHOWN HEREON FOR EASEMENTS, RIGHT THE SUBJECT
PROPERTY APPEARS TO LIE IN ZONE X, OF WAY, RESTRICTIONS OF, RECORD WHICH AREA OUTSIDE
100 YEAR FLOOD PLAIN, i 4. MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO
UNDERGROUND IMPROVEMENTS HAVE BEEN IT D
AS SHOVIN, BEARINGS SHOWN
HEREON ARE BASED ON j I NOT
vAUOWITHOUT THE SIGNATURE AND THE ORIGNAL THENORTHWESTERLY LINE OF
LOT OS RAISED SEAL Of A FLORIDA LICEN5E0 SURVEYOR BEING S 6479'
31" W PER PLAT. AND MAPPER, FIELD DATE:) REVISED:
Z 1--
05 SCALE:-'* . 30 FEETAPPROVED -BY: AMERICAN
SURVEYING & MAPPING
JOB NO. ASM39669
orPLAw n/zE
5 s00,; CER RFICAUON OF
AUmORI A N NU BER /6 J20 EAST SOUTH
STREET, SUITE ISO T FOR THE
Y YJAFIRM
DRAWN BY; TFIT01-D0-W CNB ORLANDD, FLORIDA 52tl01 (
407) 42tl••
7979 AM R. M SCATELLO JR. "'PISM#4028 DATE A9WPADW991NAMA iWADT A9T:
lD AM i00/iO IVA
0.21 m I'M30i90
1,0/0 ?)F-7q
SINGLE FAMILY RESIDENCE****
DATE: 5/21/04
PERMIT #: 04-883
ADDRESS: 175 DRISTOL FOREST TRAIL
PRESERVE AT LAKE MONROE
CONTRACTOR:
PHONE #:
CENTEX
TREY 407-468-9155
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering
Public Works OT le
Utilities
Fire N/A
Zoning N/A
Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIN-EN'CVIw*k4/K'3* -4ST - UTlLiiIES DEPT. rho
vtist ceiatt _ --To Utility Ins.pectot --------- INITIALS
DATE DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
5/
21/04 t#:fits !r,>:ar's f- -- V:-,
ter ---------- ------- 04-
883 City services Easennents----------------- i
aintenonce Bond (10% - 2yr)----------------- I
175BRISTOLFOR, ESTTRAM --------- ---------- -------- PRESERVE
AT LAKE MONROE CENTEX
TREY
407-468-9155 The
building division has prepared a Certificate of Occupancy for the above location
and is requesting final inspection by your department. After your inspection,
please sign off and date the C. O. or submit addendum if it has been
denied or approved with conditions. Your prompt attention will be appreciated.
Engineering
Public
Works tilities
D)
6' 2yl y Fire
N/A Zoning
N/A Licensing
N/A CONDITIONS: (
TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMBC0401 CITY OF SANFORD 5/21 04
Address Misc. Information Maintenance 09:08:44
Location ID . . . 248135
Parcel Number . . 22.19.30.502-0000-0550
Alternate location ID
Location address . 175 BRISTOL FOREST TR
Primary related party
Type information, press Enter.
Sequence Code(F4) App Free -form information Date
1.00 PLZN BP PRESERVE AT LAKE MONROE 32603
2.00 CSVC UT LOT 55 **************** 2 404
3.00 CSVC UT SW DEV FEE 7 .0 WA DEV FEE 5 .0 4 4
4.00 CSVC UT BP04-883 PD 1-28-04 SEE REC 6370 20404
5.00 CSVC UT 3 4"WA METER SET FEE $190.00 PD -28-04 204 4
6—.Uu CSVC UT REC FG T774 4
7.00
8.00
0
0
Special
notes
more...
F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes
F10=Subdivsion Notes F12=Cancel
FEDERAL EMERGENCY MANAGEMENT AGENCY
I
NATIONAL FLOOD INSURANCE PROGRAM
O.M.B. No. 3067-0077
Expires December 31, 200r,
ELEVATION CERTIFICATE I
Important: Read the instructions on pages 1- 7. $ I
SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use:
BUILDING OWNER'S NAME Policy Number
CENTER
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
175 BRISTAL FOREST TRAIL
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 55, PRESERVE @ LAKE MONORE
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
RESIDENTIAL _
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):
or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other.
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
131. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE
SEMINOLE COUNTY 120294 SEMINOLE - FLORIDA
B4. MAP AND PANEL 67. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding)
1202940035 E 4117195 4117h35 X WA
b-Iu. Inalcate the source of the base Hood tlevatlon (bl-t) data or base flood depth entered in B9.
FIS Profile ® FIRM Community Determined Other (Describe):
B11. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 NAVD 1988 Other (Describe):
6_12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) °
C1. Building elevations are based on: Construction Drawings* Building Under Construction* ® Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram .
accurately represents the building, provide a sketch or photograph.)
C3. Elevations —Zones Al A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, ARIA1A30, AR/AH, AR/AO
Complete Items C3: as below according to the building diagram specified in Item C2. State the datum used. if the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum NGVD'29 Conversion/Comments NONE
Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No
o a) Top of bottom floor (including basement or enclosure) 14: 3 ft,(m) co
o b) Top of next higher floor N/A. _ft.(m)
o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o -6
o d) Attached garage (top of slab) 14. 0 ft.(m) 1
o e) Lowest elevation of machinery and/or equipment W
servicing the building (Describe in a Comments area) 13.9 ft.(m) E n
o I) Lowest adjacent (finished) grade (LAG) 13.6 ft.(m) Z it
o g) Highest adjacent (finished) grade (HAG) 14. 0 ft.(m)
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent 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 bylaw to certify elevation information. -
I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
I 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code Section 1001.
CERTIFIERS NAME :DAVID M DEFILIPPO LICENSE NUMBER:5038 .
TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING.& MAPPING, INC.
ADDRESS CITY STATE ZIP CODE
1030 N. ORLANDO AVENUE, SUITE B WINTER PARK FL 32789
TU RE DATE TELEPHONE
5I28I04 (407) 426-7979
FEMA Form 81-31, January 2003 Seereverse side for?continuation.. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use.
BUILDING STREET ADDRESS (including Apt, Unit, Suita, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
175 BRISTOL FOREST TRAIL
CITY STATE ZIP CODE Company NAIC Number
SANFORD FL 32771
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner.
COMMENTS
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL
MACHINERY DESCRIBED IN C3-E IS AN A IC UNIT
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be completed.
El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent
grade. Complete items C3.h and C3.i on front of form.
E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use .
natural grade, if available).
E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community -
issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
CITY STATE ZJP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete the applicable item(s) and sign below.
G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state
or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or oommunity4ssued BFE) or Zone AO.
G3. ElThe following information (Items G4-G9) is provided for community floodplain management purposes.
G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED
G7. This permit has been issued for. New Construction Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum:
G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
Check here if attachments
FEMA Form 81-31, January 2003 Replaces all previous editions
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED) -
LOT 55, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK fit, PAGES. 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE
CERTIFIED TO AND FOR THE THE REQUIREMENTS SET FORTH IN .THE
EXCLUSIVE USE OF: CITY OF SANFORD CODE ,CHAPTER 6, SEC. 6-7(A).
COMMERCE TITLE COMPANY
COMMERCE TITLE INSURANCE COMPANY
CTX MORTGAGE COMPANY, LLC
1" = 30'
GRAPHIC SCALE
0 15 30
LEGEND FN
LB
BUILDING SETBACK LINE
CENTERLINE
RIGHT OF WAY LINE
EXISTING ELEVATION
CONCRETE -
LB LAND SURVEYING BUSINESS
LS LAND SURVEYOR
PRM PERMANENT REFERENCE MONUMENT
PCP PERMANENT CONTROL POINT -
CP) PER PLAT -
M) MEASURED
FND FOUND -
C/W CONCRETE WALK
S/W SIDEWALK
CP CONCRETE PAD
CS CONCRETE SLAB
C CHORD LENGTH
PK PARKER KALON
R RADIUS
POC POINT OF CURVE -
QFND NAIL AND DISC
LB #68 (5/25/04).
OFND -1/2" IRON RODNOID. (5/25/04)
FND 4'X4' CONCRETE MONUMENT
LB #68 (5/25/04)
0 SET 1/2" IRON ROD AND CAPLB16393 (5/25/04)
CNA CORNER NOT ACCESSIBLE
6 ,DENOTES DELTA ANGLE
L DENOTES ARC LENGTH - -
C.B. DENOTES CHORD BEARING
PC DENOTES POINT OF CURVATURE
PI DENOTES POINT OF INTERSECTION
PRC DENOTES POINT OF REVERSE CURVATURE
PT DENOTES POINT OF TANGENCY
TYP TYPICAL
A/C AIR CONDITIONER -
CBW CONCRETE BLOCK WALL
RP RADIUS POINT
CHU OVERHEAD UTILITY LINE
ID IDENTIFICATION
POL POINT ON LINE
PCC - POINT OF COMPOUND CURVE
NOTE:
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY.
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 05-25-04. UNLESS OTHERWISE
SHOWN.
3. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN,
5. NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL
NO 120294 0035 E DATED 4/17/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X.
AREA OUTSIDE 100 YEAR FLOOD PLAIN.
THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION. PLEASE CONTACT THE LOCAL
F.E.M.A. AGENT FOR VERIFICATION.
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY
VERTICAL CONTROL AS FURNISHED.
BEARINGS SHOWN HEREON ARE BASED ON
THE NORTHWESTERLY LINE OF LOT 55
BEING S 64'29'31" W PER PLAT.
FIELD DATE:) 2-6-04 REVISED:
SCALE: 1' = 30 FEET
APPROVED BY: SJ
INAL 5725-04 CKB
ASM39669 ORMBOARD 2-16-04 CKB
JOB N0.
PLOT PLAN 11/26/03 SOO
DRAWN BY: LOT FIT 01-08-03 CKB
D 1/2"IRON ROD AND CAP
68 (5/25/04)
11
1
1
h' 11
RQ P tRPGK pSi 6
CSo o
P
1
9 31l
II1I . 11I1
111
i
1
11
L
1I11 7.0'
o'
40.0' -
uiwl
1
QIwl
r iOT56
ONE STORY
CONCRETE BLOCKDOa
11 FINISHOENCEFLOORMKOZ
N ELEVATION=14.33.
O a
n z
a 1 COVERED .
o
1
ENTRY 6.0'
6.0'1 N
1 20.0'
1 3•
CONCRETE'
1 DRIVEWAY%
I----------N
1
10' UTIUT ASEMENT:. 1
111I - 1
I
I.
i
12.2' LOT 54
I i- 1 W
W1i1y
1 W
n a 5 1Tq CO
it N
Oi "t (D
a Q (O
0 Z
a
I Q
I O 1O
1
14'21'41"
15.2' L= 43.86'
R=175.00'
CB=S32'41'19"E
C=43.75`
1 '-i' "`16.0'.: l•. WALK IS -
0.3' OFF -
4• S/W ;; ....
1
14'31.01"
I1 A-39'45'31" - - - 1 -
L-104.09' Ip
1.38.01'
Rst50.00 .40,E
1
3 R-150.00'
1- CB=SI9'59'25"E -
I C=102.01' CB=S4707
C=37.90' A=54'I6'32'
o L=142.09' RICNTERLIN
GHT-OF EWAYJ"
PCC
O NR=15O.00' N
C8=52T14'55"E - - z
C=136.84' BRISTOL
FOREST TRAIL 50'
RIGHT-OF-WAY AMERICAN
SURVEYING & MAPPING CERTIFICATION
OF AUTHORIZATION NUMBER LB#6393 1030
N. ORLANDO AVENUE, SUITE B - WINTER
PARK, FLORIDA 32789 (
407) 426-7979 I
HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY,
SUBJECT TO THE SURVEYOR'S NOTE CONTAINED
HEREON MEETS THE APPLICABLE MINIMUM
TECHNICAL STANDARDS" SET FORTH BY
THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS
AND MAPPERS IN CHAPTER 61G17-
6, FLORIDA ADMINISTRATIVE CODE PURSUANT
TO CHAPTER 472.027. FLORIDA STATUTES.
FOR
THE
FIRM
AVID
M DCf 41.?PF'C) ( FJ?SM#5038 DATE
COUNTY OF S[MINOLE
IMPACT FEE STATEMENT
ISSi)EDi Y CITY OF SANFORDB^
STATEMENT NUMBER 104-75835 DATE:
BUILDING PERMIT
UNIT ADDRESS:
f*R(1'-j1:" 1"T C' ZON[::; QVISDICTION 0.6
APPLICANT !-1 ' — - -----...
1tyADDRESS: ____
LAND USE CATEGURYu.001 - Single Family Detached House
TYPE UM Residential
WORK DESCAPTIONu Single Family Houses Detached Construction
BENEFIT RATE FEE UNIT RATE PER H & TYPE TOTAL DUE
ROADS
LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00
SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00
APKIMQ DUE 285.O0
STATEMENT
RECEIVED BY:
LEASE PRINT NAME)
NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY RESULT I -'YOUR LIABILITY FOR THE FEE. ****
DISTRIBUTION: 1-COUNTY 3-CITY
2-APPLICANT 4-COUNTY
NOTE**
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH
ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERM` .
PERSONS ARE ALSO ADVISED THAT ANY THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR
EDUCATIONAL (SCHOOL) IMPACT' FEES MUST BE EXERCISED BY FILING
A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING
SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR
CCUPANCY. THE REQUEST FOR REVIEW MUST M1ET THE REQUIREMENTS OF THE
COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS
MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE:
1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474.
PAYMENT SHOULD BE MADE TO: CITY OF SANFORD
BUILDING DEPARTMENT
30O NORTH PA K AVCNU[
SANFORD. FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP
LEFT OF THE NOTICE.
THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A***
SINGLE FAMILY BUILDING PERMIT********************
CITY OF SANFORD PERMIT APPLICATION
Permit # :y \ — ` Date:
Job Address:) 1 5 Bri 5_W Fort -Tral
Description of Work: CONSTRUCT CONCRETE, BLOCK SING FAMILY. DWELLING
Historic District: /yP Zoning: Value of Work: $ —](A r I82 -40
Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole_
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of W ter Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial ,iTotal Square Footage: 0%_Ok
Construction Type: # of Stories: J— # of Dwelling Units: 1 Flood Zone: (FEMA form required for other than X)
Parcel#: 22-19-30-502-0000— 055 0 (Attach Proof of Ownership& Legal Description)
Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE. STE . #2000 , ALTAMONTE SPGS . , FL 32714
Phone: 407-661-2176
Contractor Name & Address: PATRICK J . KNIGHT/CENTER HOMES ( SAME AS ABOVE)
A II9n /r ^ M AteaLijerlss2:4ur ubSc;, CG C049689
Phone & Fax:
Bonding Company: NA
Address:
407-467-2643
Mortgage Lender: NA
Address:
Architect/Engineer: HURRICANE ENGINEERING Phone 407-774-9003
Address: I FaX:° 407-774-8477
Application is hereby made to obtain a permit to do the work and instMiatio s r e work o[installation has commenced prior to the
issuance of a permit and that all work will be performed to meetstandards of all laws regulating construction in thisjurisdiction. I understand that a separate
HpermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS-, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
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 requirements of Florida Lien Law, FS 713.
2003
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is -
Produced ID
Personally Known to Me or
PAT KNIGHT
Print Contractor/Agent's Na
0 V 2 5 2003
Signature of Notary-S to f Flo6` Date
Contractor/Agent is XX Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: Bid g. 1, — 1 —70 \ Zoning:
Initial & Date) (Initial &'Date)
Special Conditions:
Utilities: FD:
Initial & Date) (Initial &. Bate)
KIMBERLY A. BROWN
My COMMISSIOM k DD 098590
EXPIRES: March 29, 2004
Bonded Thru Notary Public Underwriters
F.
y
1
2
3
4
5
6
City of Sanford Building Division
Submittal Requirements for Residential Building Permit
Two (2) recent bo.mdary and building location surveys showing setbacks from all
structures to property lines for permit for structures (not fences).
Two (2) complete sets of construction design drawings drawn to scale.
Complete sets to include:
a. Foundation plan indicating tooter sizes for all bearing walls. Provide side view details
of these footers with reinforcement bar replacement.
b. Floor plan indicating interior wall partitions and room identification, room dimensions,
door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs,
bathroom fixtures, and distances from walls. "The State of Florida requires bathroom
compliance with Florida Accessibility Code-
C. An elevation of all exterior walls - cast, west, north, and south. Finish floor elevation
height as per Engineering Department or subdivision plat.
d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing
interior and exterior walls, show all components of wall sections.
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 footagcs:
Garages/Carports 3 / sq. f-c
2. Porches/Entries 3V- sq. ft_
3. Patio(s) _ -sq. ft.
ZI C0nd1hOued StILIU IrC l4/ sq. ft.
Total Gross Area v[_iP _ sq. ft.
Three (3) sets of completed Florida Gncrgy Code Forms.
Soil anal}sis and/or soil compaction report. If soils appear to be unstable'or if
structure is to be built on till, a report may be requested b-v the Building of icial or his
representative.
Other submittal documents:
a. Utility letter or approval when public water supply and/or sewer system connection to
be made.
b. Septic tank permit issued by Seminole County Health Dept-
C. Arbor permit when trees to be removed from property. Contact the Engineering Dept.
for 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.
Application to be completed thoroughly and signatures provided by a licensed and insured
contractor and property owner. If electrical, mechanical, or plumbing permits Have not been
issued. inspections will not be scheduled or made and subcontractors will be subject to penalty
under city ordinances.
In
DatNOV 2 5 2003 rowner/Ai ent S f,nalui—
i
Seminole County Property Appraiser Get Information by Parcel Number Page I of I
t Back p
PARCEL DETAIL
O<
A' tirmint>ar Cuuntt
OR
pert y e%p R11Y4 r
ctrrxc+c
Ii I K. Nire(SI.
Sanford K 32771
401-665-75116
2004 WORKING VALUE SUMMARY
GENERAL Value Method: Market
22-19-30-502-
S3-SAN FORD
Parcel Id: Tax District: WATERFRONT
0000-0550
Number of Buildings: 0
REDVDST Depreciated Bldg Value: $0
Owner: CENTEX Exemptions:
HOMES
Depreciated EXFT Value: $0
Land Value (Market): $13,680
Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0
City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $13,680
Property Address: 175 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $13,680
Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0
Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680
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 55 PRESERVE AT LAKE MONROE PB 62
LOT 0 0 1.000 13,680.00 $13,680 PGS 12 - 15
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
urposes.
Ifyou recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://
www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=22193050200000550... 12/10/03
CENTEX HOMES
Orlando Division
385 Douglas Avenue, Suite 2000
Altamonte Springs, FL 32714
Office: (407) 661-2150
Fax: (407) 661-4089
www.centex-oriando.com
TO WHOM IT MAY CONCERN:
Effective immediately, and until further notice, this letter will
serve as authorization for Jackie 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
PATRICK J. KNIGHT
CGC049689
55
STATE OF FLORIDA COUNTY OF SEMINOLE
The foregoing instrument was acknowledged before me this
Nnu 2 K 20 by Patrick J. Knight, Division
President o eentx Homes - Orlando). He is personally known to
me and did not take an oath.
q"""•'yg'; : KIMBERLY A. BROWN
t- MY COMMISSION 4 DD 098590OTAR-ILY PUBLIC? ; -
EXPIRES: March 29, 2004
aonded Thru Notary public Underwriters
WALL LEGEND I&Q2
BLOCK WALL o V-O"
a 5TUD WALL o V-O'
mzzmmmmmmma STUD WALL o W-O"
n/ INSULATION
HANDICAP
A0CE551BLE BATH
AREA CALCULATIONS I(bcU
TOTAL A/C LIVING AREA: 1692 5F
GARAGE: 3 11 5F
COVERED ENTRY: 35 5F
PATI O.
TOT
40 SF
AL UNDER ROOF: 2121 SF
AREA: 2161 SF
FLOOR I'LAN NOTES 1692:
1) ELEVATION 'A' SHOWN: SEE PARTIAL PLANS
ON SHEET 'A -BB' FOR ELEV.'B' CHANGES.
2) ALL INTERIOR WALLS TO SE 5-1/2' UNLESS
NOTED OTHERWISE.
5) ALL STRUCTURAL WOOD HEADERS TO BE
DOUBLE 2'X!O" UNLESS NOTED OTHERWISE.
4) SEE FOUNDATION PLAN FOR FILLED
CELL LOCATIONS.
5) AIR HANDLER TO HAVE MIN. 4' CL.EARANGE
ON ALL SIDES AND ENCLOSURE SPACE TO BE
MIN. 12' WIDER THAN APPLIANCE.
6) A/C PLATFORM BY BUILDER
i) ATTIC Access TO BE 22'X54", FIELD LOCATED
5) SARTOP TO BE 40- H. KNEEWAL:L r4/16' llARTOJ
c
Su
12'-0" IV -
OPT. LOCATION A/C GO
W/ 56X56X4 GONG. PAD
25 SH (EGRESS) IN 25 SH (+22/ -34)
7
5X6'bX4" PATIO
DELE E PATIO Vi/
POOL DECK)
oo =
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ENGINEERING
FA FLOOR PLAIN- 4
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naves i NOUMN rc/ 47 f9 V4'=i'-0' Of.
This Instrument Prepared By: I llll ll Ill Il 111111111 lli it 111 11 lili 1 Ali llAli 11 ill l 111 i"lIi(
NAME: Debra A. Riggs -Centex Homes MARyANNE MORSE, CLERK OF CIRCUIT COURT
385 Douglas Avenue, Suite 2000
SE141NOLE COUNTY
Altamonte Springs, FL 327BK
05132 PG 173314 CLERK'S # 200.3220477 Permit
No. RECORDED 12/ 12/2003 08:49:23 AM RECORDING
FEES 6.00 NOTICE
OF COMMENCEMENT RECURDED By S O'Kelley SEMINOLE
STATE
OF FLORIDA COUNTY
OF ORANGE THE
UN13ERSIGNED 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 5 'S , PRESERVE AT LAKE MONROE Recorded in
Plat Book 62 Pages 12-15 in the PUBLIC
RECORDS OF SEMINOLE COUNTY, FLORIDA. 2.
General Description of Improvement: SINGLE FAMILY DWELLING 3.
Owner Information: CENTEX HOMES 385
Douglas Avenue, Suite 2000 ALTAMONTE
SPRINGS, FL 32714 Interest
in Property: FEE SIMPLE INTEREST Name
of Fee Simple Titleholder: N/A 4.
Contractor: CENTEX HOMES 385
Douglas Avenue, Suite 2000 Altamonte
Springs, Florida 32714 Phone: (
407) 661-2150 Fax: (407) 661-4089 5.
Surety: N/A Amount
of Bond: N/A 6.
Lender: N/A 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) 7.1, 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 iri Section 713.13 (1) (b), Florida Statutes: NONE 9.
Expiration date. of Notice of Commencement (the expiration is date is 1 year from the
date of recording unless a different date is specifie Debra
A. Rigis " OFFICE MANAGER
FOR CENTEX HOMES, 385 DOUGLAS AVENUE SUITE 2000,
ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING
INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS N 0
V 2 5 2003 CERTIfIED COPY
VIARYANNE MORSE
BLERK OF
CIRCUIT COURT 6EMI E
C ,UPITY UIItI DEC _12
2003 EY DEBRA
A . R GGS., OFFICE MANAGER CENTEX REAL
ESTATE CORPORATION, A NEVADA CORPORATION WA 2728 HOLDING
CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN
TO ME AND DID NOT TAKE AN OATH. NOTARYPUBLIC KIF_
e CAINES
r_mm# DD0252902
Expires 1/21,
2008 4 7, Rnnded
th o fU (800)432.4254: da NO.taary
U..Y Assn.
Incd -
PLOT PLAN
DESCRIPTION: (AS FURNISHED)
LOT 55, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
IMPFRVIOIIS CAI CHI ATIONQ (I.OT -ONI Y)
LOT 55 CONTAINS 9317 SQUARE FEET t (LOT ONLY)
THIS STRUCTURE CONTAINS 2120 SQUARE FEET t
TOTAL CONCRETE 499 (WITHIN LOT ONLY) SO. FT. t
TOTAL SOD 6698 SO. FT. t
PERCENT OF CONCRETE & STRUCTURE TO LOT 28% t
SQUARE FOOTAGE (UP TO CURB)
LOT 55 UP TO CURB CONTAINS 9784 SQUARE FEET t
THIS STRUCTURE CONTAINS 2120 SQUARE FEET t
CONCRETE 805 SO. FT, t INCLUDING (SIDEWALK/APRON)
TOTAL SOD 6859 SO. FT. t
0°s3•
R P\RO O6pPCp'(i
1s 3g •
CiS1 019
1" = 30'
GRAPHIC SCALE
0 15 30
10
N
BUILDING SETBACKS
FRONT: 25'
REAR: 20' 11 QRp1Np '
SIDE: 5'
CORNER: 15' I ,
PREPARED FOR:
CENTEX HOMES n
1
1. ELEVATIONS SHOWN ARE.PER LOT GRADING '
1 1
PLANS PROVIDED BY THE CLIENT. '
1 I
1 II
I 1 1
LEGEND 1'2.3 - ° 40.0' 12.2' LOT 54
BUILOINO SETBACK LINE' w II I 2 -
CENTERLINE w II - 40.00'- I w W
RIGHT OF WAY LINE
X_
PROPOSED ELEVATION O
PROPOSED DRAINAGE FLOW LOT 56 00 a i PROPOSED i QD
Foq- O CONCRETE _ M Q z II FINISHED FLOOR o. i o [h V7•
a I ELEVATION=13.70LBLANDSURVEYINGBUSINESS - 1 N A/C`( .--
LS LAND SURVEYOR - In u I Z
PRM PERMANENT REFERENCE MONUMENT z I COVERED a
PCP PERMANENT CONTROL POINT a i ENTRY 4a
M)
PER PLAT o II 6:0'
MEASURED
END FOUND I 4 0C/W CONCRETE WALK 6.0• ni 6 , n
S/W SIDEWALK I=14'21 41
CP CONCRETE PAD
PH PLAT BOOK % _
r',
f
20.0'
5.2'
a RAPIDS I - L= 43.86'
PGS PAGES II 1
DRIVE , -
MLW MINIMUM LOT WIDTH II, j j R= 1 75. OO -
POD POINT ON BOUNDARY yyli I n ..I
CB=S32.41'19"EaPCCPOINTOFCOMPOUNDCURVATURE ,+>;w^'_'__ POC POINT ON CURVE
C=43.75' OR OFFICIAL RECORD .'{'7': '.•< o ry
PD PLANNED DEVELOPMENT j 10 UTILITY EASEMENT
6 DENOTES DELTA ANGLE 114 I f•Q
L DENOTES ARC LENGTH `b
C.D. DENOTES CHORD SCARING
e
PC DENOTES POINT OF CURVATURE
PI DENOTES POINT OF INTERSECTION ROPOSED IPINLETIK PRC
DENOTES POINT OF REVERSE CURVATURE PT
DENOTES POINT OF TANGENCY TYP
TYPICAL p=1431'01• 3945'
31"y YR=
150.00' p•,
e, A/
C AIR CONDITIONER - CBW
CONCRETE BLOCK WALL RP
RADIUS POINT - L-
35.01 R=150 00 1
40,
E I CB=SIg'S9'25"E 1
C=IO2.01' CS
CONCRETE SLAB C8_
54707 C=
37•90 p=54'16'32" —_ CCHORDLENGTHSO.
FT. SQUARE FEET NG
NATURAL GRADE o
o NoL-142.09' roN
R=150.00' C RENTL)N ERGHr-OF EW,4R/
W RIGHT-OF-WAY PC
N CB=S2T14'55"E I,-% z
C=136.84' THIS
PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY.
THIS IS NOT INTENDED FOR THE CONSTRUCTION OF BRISTOL THEPROPOSEDHOUSE. REFER TO HOUSE PLAN AND OPTION FOREST TRAIL LIST
FOR CONSTRUCTION. 50' RIGHT-OF-WAY PT ALL
BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED
BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY.
THIS
IS NOT A SURVEY THIS
IS A PLOT PLAN ONLY I
HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO
120294 0035 E DATED 4/17/95 AND FOUND THE
SUBJECT PROPERTY APPEARSTO LIE IN ZONE X. AREA OUTSIDE
100 YEAR FLOOD PLAIN. BEARINGS SHOWN
HEREON ARE BASED ON THE NORTHWESTERLY
LINE OF LOT 55 BEING S
64'29'31" W PER PLAT. FIELD DATE:)
REVISED: SCALE:
1 =
30 FEET APPROVED BY:
SJ JOB NO.
ASM39669 PLOT PLAN
1,1/26/03.SDO DRAWN BY:
LOT FIT 01-08-03 CKe 32801 (407) 426-7979 1. THE
SURVEYOR HAS NOT ABSTRACTED THE - LAND SHOWN
HEREON FOR EASEMENTS, RIGHT OF WAY,
RESTRICTIONS OF - RECORD WHICH MAY AFFECT
THE TITLE OR USE OF THE LAND 2. NO
UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT
AS SHOWN. 3. NOT
VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR' AND MAPPER.
J FOR
1 D R.
MISCATELLO
JR.' 1515M#41928 G:MM39VASM39669.
dwo..121V2003 8:07:23 AM
Permit # • ) V —3
Job Address: _ r 7r
Description of Work:
CITY OF SANFORD PERMIT APPLICATION
Date: Z —/T,-0
Historic District: Zoning: Value of Work:
Permit Type: Building Electrical Mechanical Plumbing V/ Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of W ter Closets 2-Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address: ,n46( dotes
Phone:
Contractor Name & Address:
State License Number: CiFC—
Phone & Fax: G3 1 " Contact Person: 4f c Phone:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer: Phone:
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Cd,zd,
Signature of Owner/Agent Date Signature of Contractor/Agent Date
inn,
cn4wa"d ,4 x o '
Print Owner/Agent's Name Print Contrac
6KQQo Cr
Signature of Notary -State of Florida Date Date
li
9 r,iignatureofNotary_State o Florida
N w
Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or
T
can tt",,
Produced ID Produced ID :K&2 —= y " 92,q
APPLICATION APPROVED BY: Bldg:
Initial & Date)
Special Conditions:
Zoning: FD:
Initial & Date) (Initial & Date) (initial & Date)
Utilities:
POWER OF ATTORNEY
Date.- .2 -14'-0 C/
I IFdwafd , do hereby authorize w y'
to pull the g u-t.6" _permit for j7S&'S,fo/ Fg-e5 f- 7r,
type of pennie address
f O"o"i (_
S ignature
EE* T. S. SLONES
My COMMISSION # DE)152189 - ' .
EXPIRES- November 30, 20M
Notkl
10r1 i . 1on S
ersonal k_Lw_n_to_m_P"_- r drivers license #
State of Florida, County of a(1C E on j % day of
C CB -) 200 . ,
CITY -OTI-VAINVOI-4)
ji:9rt&.R at E•i'g; a o jsi,F;. - '''' (7ChC1
Fefi'nwss¢. Type Budd€s:i Ejeruir l a
TIn",-e u.lTypc,' s >7,s 7iso Phan bite: -. if 'allf.=,A1 Ejf.%:
frla-l of A4 LPS cel l?st® 1] L? iti E325 e L f :G l Qxii, r :FIG Reside`ibai
ttilo i 1ye 36jendt cj " at1E"re)S la 1 5 i ,} e F e c5 Fy ,P , 4 CjLG.. tiFiL1 C1 Vitim-hirrig/
jute" Commett a,, 7 di 1'13' e.es, - t` t15.-` zTe3 A: nJcw Z.Ritiat-.. 7` Et &az, i l
ati eay Resiulegdigi; # of d ? Closes f'i 1Ft. 7?a RJa e7i,a.. srr'Co-1eea:Etal Type: Residential
corimmmial Indes-th10 76'blSPIA39te Fotit«e: _.._ C®Sislroktlov
Tyne: of Stories: t e+s•l Weil 4g..Uv2J -. Ut9ooj'r, zle: (FEiY3Afor m-re;q Erect (,t otlr<i'ifz rt; j arEel: Cs,t¢^
aS'-
rh. FRu'irn 5;i Ownership mY Mali Plezerep-r.'RBL+6a:)'. I Owners Flame &, Address:
Phone Contractor i'
Nameress:]
WeAM W&AMIGM Q OMMFR[! Summ-n(
mag,- 4 iee:d33 u nberG. D j,,b UL7i7tf Fhane #& Fat:
e{&' l
E;
F,{'t / P Jf`tQ 'ir1 "fi3 F Bonding Company' Address: _ ylartgaoe Lender: --
Arehaeci/Engineer
Phone: —
Address' - Fv
is Application is
hereby made to
obtain a pent to do the work and ins;allationsras indiep- vd. 1 se-,Nfy chat no work or installaiton has eontn'renc:ed' priior t(i ehr - issuance of a perriii and
that all worfk will bt, la,fo, ned to gteci 5 -tdards of all laws .cots'--tc5on iri this jv-Mdie5on. i undery znd iihat. a: separa t Permit must b terured for
EL ECTP`iCAL WORX, PLUM G, SIGNS, -WELLS, POOi.S,• PURJ- A-CE-, BOsi_ ERR, N_I=ATER.S, TANKS, and AIR CONDITIONERS, etc. O'n
NER'F.APF1DAu! :
i Orhfy chat all of the foregoing infoMiao n is ae wji2 e asid Thal ail wbo 'e done in corm, Banc: with all ariphcal,11,0., coristi uclon anic cant g. `,"
APilNW— TO OVI\FF-F- YOUR EAiLUK9 TO RECOR-10 A NO i t OF I1lL1li,iCi jr_Fittl iiA i WICE rOr 1IMPRiOVENIENT5 TO YOUR
PROHER i f. LF YOU ffiTE-N,DTO C7ET t, "' °ittal i iC .dG-, C t*I15eiLT cV Fi l O'UR iENIDE12 c)7z Al A:I TO-M . BEFOF F
RECORDFNG i'OUR iV0 T iCL- OF COA+lit iENCi 1ia1LNT_ NOTICE: !i addition to the requirements
of this.perimit, there' aray'be additional r t i'ctions app" le o .' s PC—n j ` ai. may be foundin 0- `uMm'r&-orrs of this count),, and there may be additional
permits required i om other govern ,l en ities's a.teagenc`. to rdc:r:.( gencirs., i ACcepance, of petit is verification that t
will notify the owner of the pro ertyo(the - uiremen i Flonda en La4us, ZI t MAR 2 3 ?W4 Signature of Owner/
Agent ate gnafure of
Concactor/Agent I Date OBERT G. DELLO RUSSO Print Owner/Agent'
s Name P 'm
Contractor A.dent's Na eC. MAR- 2 3 1004 Signaiure of Notary -
State of Flonda Date'
Stenature of Ko_-Y-State: of Flonda Date: Owner/Agent is _ Personaill Known to Me
or Produced ID Contractor/Acc-.'::s ersonali_v'
Known to
Me or Produce- :.) AITLICAl ION APPROVED OY: Bldg2 Zoning
Ls>`.:::
5. FD: _ nitial & Date) (Initial cC Date)' (Ini3l & Uate) (
Irwiia,l & Daic MIRINDA C. TURNER y iCiSl,;'uhdtiionsi - poi..
y 3S'f`i DD Bg EXPIRES: June
14 2007 f, of Q6
Bonded Thru Notary Public
Underwriters
CITY OF SANFORD PERMIT APPLICATION
Permit # : 0 4 * 8 8-3 Date: 3-23-04
Job Address: 175 Bristol Forest Trail
Description of work: New Single Family Residence
Historic District: Zoning: Value of Work: $
Lot #: 55
Permit Type: Building Electrical _X_ Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS 1 s f> Addition/Alteration Change of Service_ Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name &.address: CentexHomes 385 Douglas Avenue, Suite 2000
Altamonte Springs, FL 32714 Phone: 407-661-2150
Contractor Name & Address: Approved Electric Co. of Florida 4874 S. Orange Avenue
C9mverewlMI SMY4Y1Z91 State License Number: E00002494
Phone & Fax: Fax 407-851-1226 Contact Person: John Findlay Phone: 407-851-1220
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer: Phone:
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a
permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for
ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this
county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies
Acceptance of permit is verification that I will notify the owner of the property of the requirements 0t FS 713_,===-'
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is PersonallyKnown to Me or Produced
ID 2—
0-0 Agent
Date Charles
W. Cannon Print
Contractor/Agent's Name / Signature
of Notary -State of Florida Date a
Contractor/
Agent is Personall K b' r°(' i Mt-WrRICIAA. K-,' I ..AC Produced
my co: sslo,=0 DnDi3pi e %
1 s APPLICATION
APPROVED BY: Bldg: Zoning: Utilities: FD: Initial &
Date) (Initial & Date) (Initial & Date) (Initial & Date) `°----. Special
Conditions:
FLORIDAFORM
60OA-2001
ENERGY D
CONSTRUCTIONFORBUILDING
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 1692 LMR0 5 j ------ ----- guilder: CENTEX HOMES
Address: 1 "15 BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD
City, State_ LAKE MONROE, FL Permit Number -
Owner: CENTEX HOMES Jurisdiction Number: 691500
Climate Zone: Central
I. New construction or existing New 12- Cooling systems
2. Single family or multi -family Single family a. Central Unit Cap: 30.0 kBtwhr
3_ Number of units, if multi -family 1 SEER: 12.00
4- Number of Bedrooms 3 -- b_ N/A
5. Is this a worst case? Yes -
6. Conditioned floor area (ft') 1692 ft' c_ N/A
7- Glass area & type
a. Clear - single pane 152.0 W 13. Heating systems
b_ Clear - double pane 0.0 ft' a. Electric heat Pump Cap: 30.0 kBnt/hr
c. Tint/other SHGC - single pane 0.0 ft' HSPF: 7.80
d. Tint/other SHGC - double pane 0.0 111 b. NIA
8- Floor types
a. Slab -On -Grade Fdge Insulation R=0.0, 172.0(p) ft c_ N/A
b. N/A
c_ N/A 14- 1lot water systems
9. Wall types a_ Electric Resistance Cap: 50,0 gallons
a- Concrete, In( Insul, Exterior R=4_1, 956,0 ft' EP: 0_8
b- Frame, Wood, Adjacent R—I I.0, 230.o it' -- b- NIA
c. N/A
d- N/A c- Conservation credits
e- NIA HR-Heat recovery, Solar
to- Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=19.0, 1709.0 ft' 15- TIVAC credits PT,
b. N/A CF-Ceiling fan, CV -Crass ventilation,
c- N/A III -Whole house fan,
11. Ducts P,r-Progranunable "rherruostal,
a- Sup: Unc. Rec Unc. All: Garage Sup_ R=6.0, 1.0 it MZ-C-Multizone cooling,
b- NIA MZ-H-Multizone heating)
Glass/Floor Area: 0.09 Total as -built points-, 22329 n
Total base points: 24359 A i
PREPAREDI
hereby certify that the plans and specifications cover
bythiS calculation are n compliance with the Florida
Energy Code,
r71111.1
II
hereby certify that this building, as designed, is in
compliance with the Florida Energy Code-
DATE: 1 Ili
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553-908
Florida Statutes,
BUILDINGO
AJA
DATE:
Ener9yGau9 (Version: Ft_t2CSB v3.2)
I— ADDRESS. , , , PERMIT #: -1
BASE AS -BUILT
GLASS TYPESF'_ i18XConditionediXBSPMPointsOverhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
18 1692.0 25,78 7851,6 Single, Clear W 1.4 6,0 32.0 53,47 0,93 1789,8
Single, Clear S 1.4 6,0 32.0 44,66 0-89 1268.3
Single, Clear E 1.4 8.0 40,0 59,31 0.97 22983
Single, Clear E 1.4 6.0 32.0 59,31 0,93 1765,0
Single, Clear N 1.4 6.0 16.0 27.96 0.95 424A
As -Built Total: 152.0 7345.8
WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Adjacent 230,0 0-70 161.0 Concrete, Int Insul, Exterior 41 956,0 1.18 1128.1
Exterior 956.0 1,90 1816A Frame, Wood, Adjacent 11,0 230.0 0-70 161,0
Base Total: 1186.0 1977.4 As -Built Total-, 1186.0 1289.1
DOOR TYPES Area X BSPM Points Type Area X SPM Points
Adjacent 18,0 1-60 28-8 Exterior Wood 20,0 720 144.0
Exterior 20,0 4,80 96.0 Adjacent Wood MO 2-40 412
Base Total: 38,0 124.8 As -Built Total: 38.0 187.2
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1709.0 2,13 3640,2 Under Attic 19.0 1709-0 2-82 X 1.00 4819A
Base Total: 1709.0 3640.2 As -Built Total: 1709.0 4819.4
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Stab 172-0(p) 31.8 5469.6 Slab -On -Grade Edge Insulation 0,0 1720(p 31.90 5486.8
Raised 0,0 0,00 0.0
Base Total, 5469.6 As -Built Total: VZO 5486,8
INFILTRATION Area X BSPM Points Area X SPM = Points
1692.0 1431 24212-5 1692.0 14.31 24212,5
EnergyGauge@) DCA Form 600A-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3_2
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
WEM IW
AS -BUILT
Summer Base Points: 32336.8 Summer As -Built Points:
7
32367.2
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)
323672 1.000 1,087x1,150x1.00) 0,284 0.950 10922.7
32336.8 0.4266 13794.9 32367.2 1.00 1.250 0.284 0.950 10922.7
EnerqyGaugeTm DCA Form 60OA-2001 EnergyGaugeOlHaRES'2001 FLRCSB v3,2
7047 mo-
BASE AS -BUILT
3 YPESTYPES
18 X Conditioned X BWPM A Points Overhang
Floor Area Type/SC Ornt Len Hqt Area X WPM X WOF = Point,
18 1692.0 5.86 1784.7 Single, Clear W 1A 6,0 32.0 10.74 1.01 346.7
Single, Clear S, 14 6,0 32.0 7.73 1.04 2571
Single, Clear E 1A 8.0 40.0 9-96 1,01 402.0
Single, Clear E 1.4 6.0 32.0 9.96 1,02 3218
Single, Clear N 1A 6.0 16-0 12.32 1.00 196,5
As -Built Total: 1520 1526.2
WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Adjacent 230.0 1.80 414.0 Concrete, Int Insul, Exterior 41 956-0 3-31 3159,6
Exterior 956,0 2M 1912.0 Frame, Wood, Adjacent 11-0 230.0 1.80 414.0
Base Total: 1186.0 2326.0 As -Built Total- 1186.0 3573.6
DOOR TYPES Area X BWPM Points Type Area X WPM = Points
Adjacent 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0
Exterior 20,0 510 102.0 Adjacent Wood 18.0 5.90 106,2
Base Total: 38.0 174.0 As -Built Total: 38.0 258.2
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 1709,0 0.64 1093,8 Under Attic 19-0 1709.0 0-87 X 1.00 1486,8
Base Total: 1709.0 1093,8 As -Built Totak 1709.0 1486,8
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Stab 172,0(p) 1.9 326,8 Slab -On -Grade Edge Insulation 0-0 172,0(p 2.50 430.0
Raised 0,0 OM 0,0
Base Total: 326.8 As -Built Total: 172.0 430,0
INFILTRATION Area X BWPM Points Area X WPM = Points
1692-0 0.28 473-8 1692.0 -0,28 A73.8
EnergyGauge@ DCA Form 60OA-2001 EnergyGaugeOlFlaRES'2001 FLRCSB 0.2
illillip I
IADDRESS: ... PERMIT #-.
AS -BUILT
I Winter Base Points: 4577.9 Winter As -Built Points: 6801.0
Total Winter X System Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
6801.0 1.000 1.078xl,160xl.00) 0,438 0,950 3535.2
4577.9 0.6274 2872.2 6801.0 1.00 1.250 0.438 0.950 3535.2
EnergyGauge "I DCA Form 60OA-2001 EnergyGauqe@1F1aRES'2001 FLRCSB v3_2
FORM 60OA-2001
BASE AS -BUILTFWATEIRHEATING
Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit Total
Bedrooms Volume Bedrooms Ratio Multiplier
3 2564.00 7692-0 50.0 0,86 3 1,00 262163 1.00 7870,9
As -Built Total: 7870.9
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating + Hot Water Total Cooling + Heating + Hot Water = Total
Points Points Points Points Points Points Points Points
137 5 2872 7692 24359 10923 3535 7871 22329
911,11 111_" i.-
wal
EnergyGaugeTll DCA Form 60OA-2001 EnergyGauqe(9)/F1aRES'2001 FLRCSB v3,2
FORM 60OA-2001
ResidentialCode Compliance Checklist
Building Performance Method
AEJQf ESS: , , , PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606A,ABCA .1 Maximum:.3 cfm/sq ft window area; .5 cfm sq t, door area.
Exterior & Adjacent Walls 606.1.ABC1.21 Caulk, gasket, weatherstrip or seat between: windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from,and is sealed to, the foundation to the top plate. _
Floors 606.1.ABCA-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 pe oeteer_,penetrrations and seamse __
Ceilings 606.1.ABC_1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams__
Recessed Lighting Fixtures 606.1.ABC_1.2A Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 112" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Multi -story Houses _ 60-6 1.ABG 1.2.5_ Air barrier onperimeter of our caW)Lbetween floors _ Additional
Infiltration reqts 606.1_ABC.1,3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have
combustion air. 6A-
22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded ball residences, COMPONENTS _. --
SECTION REQUIREMENTS REQUIREMENTS ---------- --------- ---. CHECK Water
Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breake
electric or cu toffgasj must be provided. External or built in heat trap re aired. 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_
91`78%. TP
Shower
heads_ 612A Water flow must be restricted to no more than 2.5 gallons Rer minute at 80 PSIG_ Air
Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached,
sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts
in unconditioned attics_ R-6 min. insulation. HVAC
Controls __- 607.1 SUAmte readily accessible manual or automatic thermostat for each system, Insulation
604.1, 602A Ceilings -Min. R-19. Common waits -Frame R-11 or CBS R-3 both sides. Common
ceiling & floors R-11.
ENERGY PERFORMANCE LEVEL (LPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 85.1
The higher the score, The more efficient the home.
1. New construction of existing New — 12. Cooling systems
2. Single family or multi -family Single family _ a- Central Unit Cap: 30-0 kBtu/hr
3. Number of units, if multi -family I __ SEER: 12-00
4, Number of Bedrooms 3 b- N/A
5, Is this a worst case? Yes
6, Conditioned floor area (ft') 1692 112 c- NIA
T Glass area & type
a. Clear - single pane 152-0 W 11 Beating systems
b- Cleat - double pane 0,0 ft' a. Electric Ilear Pump Cap: 30.0 k13tu/hr
c- Tint/other SIIGC - single pane 0-0 Ile HSPF: 7-80
d, Tint/other SUGC - double pane, 0.0 1`12 It. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R -0-0, 172,0(p) ft c- N/A
b- N/A
c. N/A
1
14- 1 lot water systems
9. Wall types a- Electric Resistance Cap: 50.0 gallons
a- Concrete, Int haul, Exterior R=41, 956.0 ft' EF: 0,86 t),
Frame, Wood, Adjacent R= 11.0, 230-0 W b- N/A c-
N/A tl.
N/A c_ conservation credits e.
N/A (IIR-Neat recovery, Solar 10, (
citing types FrIlp-m-dicated licat purnp) a-
Under Attic R7-19-0, 1709-0 111 15, IIVAC credits b,
N/A (CF-Ceiling fan, CV -Cross ventilation, c.
N/A I I F-Wbole house fan, 11,
Ducts PT -Programmable Thermostat, a,
Sup: Unc- Ret: Unc, All: Garage Sup, R=6_0, 1.0 ft RB-Attic radiant barrier, b-
NIA MZ-C-Multizone cooling, MZ-
H-Multizone beating) I
certify that this home has complied with the Florida Energy Efficiency Code For Building Constniction
through the above energy saving features which will be installed (or exceeded) 11 S Z4 in
this home before final inspection. Otherwise, a new EPL Display Card will be completed os based
on installed Code compliant features. Builder
Signature: DatJN 0 V 2 5 2003 Address
of New Horne: —1-15—BR I STO,L - FOREST TR. City/FLzijr: LAKE MONROE/32747 00
WE NOTE:
The home's estimated energy performance score is only available through the FLAIRF.5 computerprogram. This
is not a Building Energy Rating, If yourscore is 80 or greater (or 86jor a US EPA/DOE Energy S1a;-Tmdesigna tion), your
home may qualify for energy efficiency mortgage (EEM) incentives if youobtain a Florida Energy Gauge Rating. Contact
the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge neb site at ivww.jsec.uqf.edufor information
and a &I of certified Raters- For information about Florida's Energy Efficiency Code For Building Construction, contact
the Department of Community Affairs at 8501487-1824, EnergyGaugeO (
Version-. FLRCSB v3-2)
03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 P008
RIGHT-J LOAD AND EQUIPMEnT SWMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1692 0""3
MEN M1411*Wi*M111111111
Information
For, CENTEX HOMES
Class gnInformation
Winter Design Conditions Summer Design Conditions
Outside db 38 IF Outside db 93 *F
Inside db 70 F Inside db 75 'F
Design TD 32 F Design TD 18 ®F
Daily range M
Relative humidity 50 %
Moisture difference 43 grAb
Heating Summary Sensible Cooling Equipment Load Sizing
Building heat loss 27518 Btuh Structure 19516 Btuh
Ventilation air 0 cfm Ventilation 990 Btuh
Ventilation air loss 0 Btuh Design temperature swing 3.0 'F
Design heat load 27518 Btuh Use Mfg. data n
Ratelswing multiplier 0-98
Infiltr,ation Total sens- equip- load 20095 Btuh
Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAve
Fireplaces 0 internal gains 920 Btuh
Ventilation 1474 Btuh
Heating Cooling Infiltration 2661 Btuh
Area (ft) 1692 1692 Total latent equip. load 5056 Btuh
Volume (W) 13536 13536
Air Chang our 0.80 0.40 Total equipment load 26151 Btuh
Equiv. AVF (cfm) 180 90 Req, total capadly at 010% SHR 2.4 ton
Heating Equipment Summary Cooling Equipment Summary
Make TRANS Make TRANS
Trade Trade
Efficiency 7-6 HSPF Efficiency 12-1 EER
Heating input Sensible cooling 20440 Btuh
Heating output 0 Btuh 47°F Latent cooling 8760 BWh
Heatin temp rise 0 F Total cooling 29200 Btuh
ActuaReating fan 1000 cfm Actual cooling fan 1000 cfm
Heating air flow factor 0.036 cWBtuh Cooling air flow factor 0.051 cfm/Btuh
Space thermostat Load sensible heat ratio 80 %
0" '*"uafty ovwrHden
Printout certfied by ACCA to meet all requirernents of Manual
0 %'1
03/26/2003 10-21 DEL AIR 4 4076614089 NO.347 P009
RIGHT-J CALCULATION PROCEDURES
Entire House
DEL AIR HEATINGAIR CONDITIONING,R Job: 1692 094)5-02
1 U9 COMMERCE STREEr. LAJ<a MARY, K 32746-6206 Ptxxw: (407) 431.2=
11- Winter infiltration AVF
0.80 ach x 13536 f? x 0.0167 180 cfm
11 x 180 cfm x 32 OF Winter TD 6353 Btuh
3. Writer infiltration HTIVI
6353 Btuh f 190 W Total window $3.4 Btuh/W
and door area
I - Summer infiltration AVF
0-40 ach x 13536 ft' x 0,0167 90 cfm
2. Summer infiltration load
11,11 X90 cfm x 18 'F SummerTD = 1787 Btuh
1 Summer infiltration HTM
1787 Btuh f 190 ff Total window= 9.4 Btuh/ft2
and door area
Procedure C - Latent Infiltration Gain
0.68 x43 gr/lb moist.diff- x 90 cfm m 2661 Stuh
v11ft;4U11jljtLZAjK:A= k , ! L.W= =
1, Sensible sizing load
Sensible ventilation load
1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh
Sensible load for structure (Line 19) + 19515 Btuh
Sum of ventilation ands cture loads 20605 Btuh
Rating and temperature swing multiplier x 0.98
Equipment sizing load ® sensible 20095 Btuh
Z Latent sizing load
Latent ventilation load
0.68 x 50 cfm vent x 43 grAb moistdiff. = 1474 Efth
Internal loads = 230 Btuh x 4 people + 920 Btuh
Infiltration load from Procedure C + 2661 Btuh
Equipment sizing load - latent 5056 Btuh
Construdon Quality is; a No. of Fireplaces is; 0
BvkWWic vaht4m h4ve bato annuafty ovwddden
Printcout certified by ACCA to nue-et all requirements of Manual 3 7tb Ed-
t 1=tSIVE1111
03/26/2003 10:21 DEL AIR 4 4076614089 NO. 347 P010
RIGHT-J WORKSHEET
Entire HousethDELAIRHEATING,AIR CONDITIONING,R
100 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phorm-, (407) 831,2665
Job: 1692 09-0542
FOY GREAT RM
22-0 tt 20.0 ft
11.0 1 t 0 x 20.0 ft
L &
0 ft heaVewl
TYPE OF
EXPOSURE
0
0
0
0
0
0
0
A0
22A
rum 10G,
Pen"Ieter C
is displ. d
fo, 34kb e
Infilhation a
25017
D
0 0
0 0
2S02 304
27518 4331
gains'. people a 300 0 900
0, 0btotRSHqain3M.-0.12-1G 2980 2874
exlernal coding 0 oj Le" b7ansfer
Cooling redistfibvton 0 0
in 2981 2WTDOZOWSHgah=(l 7+1 B)PLF 3270 t,3162 Air
required (cfm) Don 168 162, Printout
certffied y ACCA to meet all --quirements of Manual J 7th Ed-
03/26/2003 10:21 DEL AIR 4 40?6614089 IMPNEAVINNIUM
RIGHT-J WORKSHEET
Entire House
DEL AJR HEATING,AJR CONDITIONING,R Job: 1692 0"5-02
MMUAL J: 7th Ed -
me of Tom KIT WCA-DY
engh of expoted Wall 31 _0 ft 6,0 It
oom dimensions 17.0 x 14.0 6,0 x 11.0
Condit. Optan 0- heaucooll 0 it heavc0ol
211-4
0,01 1
54,41
D,O
001
0.0
SubtaU
LWA mftf" mating
Less tirarwMr
HoaWq redistribution
13- 14
InL gains: peskx1 00 1
Al3
Appl- (M 1200 120o, 0
SubtxA RSH jpin=7+8-.+12+1G 46791 3244
L"s exlbawml o"ing 0 0
Less txz r 01 0 fi
Cooling mclistnbuUon 0 0
Dud gain 468 3241
Total RSH o 51471 3-666,
26,4 183
Printout cerfified ACCA to meet all muirernents of Manuel J 7th Ed.
F-1W-1q JUN2ZI
03Z26/2003 10"21 DEL AIR --) 4076614089 NO. 347 P012
RIGHT-J WORKSHEET
Entire HousetDELAIRHEATINGAJR CONDITIONING,R
I ug cOmMERCE STREkT. LAKE MARY, FL 32746-8206 Phff*-j4O7) 831-2665
P it r
MANUAL J- rth Ed- -
I flame Of H
1, NU
2 Leno of exposed Wall
3 di' R3Room dinwr4ons
4 Ceilnijs Condit, OPOQn
TYPE Of CST HTM
EXPOSURE NO- Hlij Glqi
MBTH
0.0 ft
6°O x 14,0 ft50
tjg0.0 ill heat/00101
Area Load Pub)
ftjn Gig
BR2
31.0 ft
1 &0 X 16,0 lt
8.0 it heavW01
Area Load (fth)
In mg 09
BTH
0.0 It
6-0 X 8.0 ft
ELO ft heaucool
Ama Load (Wh)
n tiw CIO
At"
C19
5 Gron a 14B 4-6 12-12 0 120 0
bb 12C 2-9 1-9I 0 0 0
T---d
13 'W _ 13C 32 1,212 0 128 0
parfitions dd 0,0 O O0 0 0 0
ee 0,0 0,0 0 0 0
0-0 0.
1
0.0D 0 00 0
aa Windows " a IC 37'QV-Q' 0d 0 1616 691 0 0
bglassdomb 80 37.0Z7.0 0 0 00 0 0 0
Heabng c tcr. 383 0 D 0rD 0 0 Q
ddd I C 3T. 37,0 a D 0 U 0
017L 20.0 0 0 0 0 0 0
f 0.00.0 0 0 0 0 0 0
7' 7 4Wndowr. and NOM 20A 00 0 16 326 0 0
glass doors NE)" 0.0 0 0 0 0 0
Cooling F-W 54-4 0 0 0 a 0 0
EISW 0.0 0 0 a 00 0
1 outh O O 0 0 0 0 0 0
Horz 0.0 0 0 0 0 0
8
7
Other doonj a! IOD 143 9,9 0 0 0 0 0 0 00 0 0
b 10D 14.7 9-9 0 0 0 0 0 0 0 0 0
a 0.0 0.0 a 0 0 0 0 0 0 0
9 met a 148 4,6 2,1 0 0 a 104 479 214 0 0 0
exl-"-d b 120 10 1.0 0 0 0 0 n00 0 0 0
vm)Is and c "0 3.2 1.2 0 0 0 128 F14JW403150 0 0 0
partitions d 0,0 0-00nsd 0 0 0 0 000 0 0 0
e 0-0 0'0 0 0 0 a a00 0 0 0
0f0.0 0.0 0 01 0 0 D0D 0 0
10 1 7Ceilingsa16D1-7 2,2gs 04 w 187 270 4-58 601 48 1 107
b %0.00 0 0 0 0 0 0 0 0 0
c O O 0.0 0 0 0 a 0 0 0 0 0
0d0'0 0,0 0 0 0 a 0 0 0 0 0
ae0-0 O'D 0 0 0 0 0 0 0 a 0
f 0-0 0.00IfLofdapbe 0 0 0 0 0 Q 0 0 0
11 25 9Roofsa22A25.9 0.0 0 0 0 31 804 0 0 U 0
N-tw I . INo-- room b 19G m 0.0 0 0 0 0 0 0 0 0 0
0.0pedmeterc0.0 0.0 1 0 0 0 0 0 0 0 0 0 T0_0isdispl- d 0-0 0.0 a 0 0 0 0 D 0 0 0
0'0 0.0 0 0 0 0 0 0 0 0 0
110m) f 0.0 0'0 0 0 0 0 0 0 0 0 a
12 onInfillratiQ0 a 33.4 199*,4 a 0 0 16 35 ISO 0 0 0
13 SubtoPalloss--*+B..-11+12 r142 327Q 81 Less
exIernal heatiN 0 0 0 Lem
tramfer 0 00 0 Healing
redistribution n 0 14
Duct less 10 0A 14 In% 327 - 10 'A a A 15
TcU k" = 13+14 1571 3597 - 90 16
Int Pirls; Pewle a 300 Q 0 0 0 0 0 ApPL
Q 1200 0 0 0 0 0 0 17
Subtut RSK 137 1442 107 Lou
wftrnal coo" 6 0 0 Loss
transliar 0 0 0 Cooling
redistritxAm 0 0 0 18
Ductgain IOA 19 101
144
10 A 11 191
Total RSHgain=(l7-l8)'PLF Im I - W* 1.00 1588 1 1,00 118 I
At, required (cft)- 6 11 131 all 1 31 a Ptintout
certffied by AGGA to meet all requirements of Manual J 7th Ed.
03,,26/2003 10:21 DEL AIR a 4076614089 NO. 347 P013
RIGHT-J WINDOW DATA
L! HEATING,AIR CONDITIONING,R Job: IG92 09-0"2
109 COMMERCE STREET, LAKE MARY. FL 3274"-206 PWrw (407) a3l-2w6
W S D W G L S S 0 N A S 0 0 w c w s
N K I A L 0 T H V 0 N H v v H H N H
D Y R L A W R A H L G C R R G T A A
W L Z E M D G Z L 0 x y T m R R
FOY
a n e a c n 0 d I 1 90 1.0 1.4 1.0 5.0 54.4 32-0 1-0
GREAT RM
a n n a c n 0 d 1 1 90 tO 1-4 1.0 5,0 20.4 32,0 0,0
IT
b n w a c n 0 d 1 1 90 1,0 1.4 1-0 TO 54.4 40.0 0.9
WICILDY
MBR
a n w a c n 0 d 1 1 90 1-0 1-4 1-0 5,0 54.4 32,0 1.0
wic
MBTH
BR2
a n s a c n 0 d 1 1 90 1-0 1-4 1-0 5.0 30-4 16.0 16.0
BTH
wnghtsoft RVit&ftR-55-5-06MM3 2003-Mar-WW-10M
AaA page I
ire
aAU A
3 2
7 82 11/d4 ED
a
Th#,ma-Tru Am-Stnnq Door Wood %,omas System
Single up to 54 x 8'0 /.a Siam l's
Double up to 8'4 x 8'0 -/-0 sidok!*s
Iwo X, Ox, xo, Oxcl, XX, 0=0
Th. hood and side jambs, we r-gvj-int
in, 4-9/16' with a '12' rabbeted SWP-
3114- TAPCCM
TIAK AKC40R
VV DRYWALL—
1 2 Fwrjw-,
MASOWY LAWk
PFW *3
40
4.:
1/2- OftWALL
2X WtICK
1 x 2 FhRRWG
S x 2-1/2'
PFN *3
TAPCON3/16* rIPC ANOQR VOMAL
SOC "S IDOL
I
Single
Positive 67,0 PSF Negative 67,0 PSF Single
with SideMes Positive 60.0 PSF Negative 60,0 PSF ty Double */.
o Sidelites; Positive 47,0 PSF Nagot!" 47.0 PSF r-
IV)
cc
uAsomRY
LN7(L SD Q Ix
OLCK 0
jam=
LKM I F z
J/
I v 41U.-C=OH, CONCRETE
MkSCAWBLOCK T,\ HW JAWS TO
Ix 112'
DKIWALL Ix
I
FMA, 3/
15' TAPCQN Ala= W TYPE
ANC14OR z aZO
TAPCON Of' EQUk tu 1, 235
L5. RAnNG) 3/
16- TAPCCW Susoot.
Z) cr
C) rTINa
Imop47 al
Q (
11 77
3,
AIAX. ,,4 ; SHOO
SPAG - 1/4' AAN, VerrAL
SOC JAMS Ix
SL'#-&" 1,
Pus system has been evaluated Jor use is locations adhering to the Flohda BvRoing, Code and
where Pressure requirements as determined by A5CE 7 "mum 0.siV Loads far 8.iWnqs and
Other Structures do not exceed the design prMvrw ratings listscf tWvm 2,
For insto0ations where the sub -buck is less than 1-1/2' (F3C section 1707.4.4 Anchoags Adathods and
sub -sections 7707,4.4.1 and 1707.4.4.2) Topcon, type conenots anchors must be used and the 4ngth
must be such that a minimum 1-114' *Agcg.T;vf of the Tapcan into the mconty woU is obtained. CAM
4/3/02
Thermo -Iry In -Swing f 041-5wing Door Wood Frames System
Singice up to 5'4 A 5'0 ./wo sidefites
Double up to 8'4 A 8'0 w/wo sidalites
X. Ox, xo. MO. XXI Oxxt)
DFSCR!The hood and side jambs ore fingorjoint Pine
mring a min. 4-9/If' with 4 112' robbetod stop. easuDOUBLE
2X HEADER
2.
MEADER ZX
STUD ZX
ACK STUD PFM
ws JOAO
1
21 7,
xPCHAsC
cS:: SWKSHEA25, "
Ax VOW
SPACE r1N,
vvrrAL =E 44ma KV—
1.1 5- W'L' Ewa
M
F,
I;irN PPFrSURP RATING: Single
Positive 67.0 PSF Negative 67,0 PSF Single
with Sidelites Paskive 50.0 PSF Negative 60.0 PSF Double
w1wo Sidefftes Positive 47.0 PSF Negotive 4TO PSF 9
L
AQM
This
System has been evaluated for Use in locations adhering to the Florida But"ldingCode and
where pressure requirements as determined by ASCE 7 Minimum Design Loads for Suildi.i;s and
other Structures 00 not *jc*#d the design pressure ratings Fisted herein. NOS
47
CL
0
6
C:
a, z
Q Lu LQ
int.
0 V) 0 V1
O
O
orZ L'
I Z
8131684,
Wl Nzi
mz
OEM
r
THERMAoTRUS
Egr,g sfteets. Fibergicss -9- min. yield strength
FyI(mim)-6,000 psi
0,070: minimum skin thickness
0, I 10 minimum skin thickness
Core ion, Polyurethane foorn care,
withl,9 lbs. density by F.
skin constructed from a 0.070' thk,
is fiIed so 1.9 ibs.
e sheets are gkmd to the
WM =lock black
The Nage
om ro; are of a wood
the k'tj' door is fittedWMI) of 5MJ-T6 allay.
Tice from is wb-,,qd fmm fir y jointed pine. Thetothe = with (3) 169. 1/ "". , 2 long1eachsideThearesec f.*hr in a sidekte applicationapplication=
18% 2';mg'PFH Wood Screws (6) sum per each muffw. The units
M an in Saddle tIveshoid meosurxV 5.75x 1,W The
sidelif I Zedorw lytwo 11 .11 dry eqff,`dsv',"eh:QZ% thk taps (
S%p To k cwfked with stone. The Me frorres are held C
J, x12 tong Plasrm . I
TABLE OF CONTENTS Fsi4m #
1 DESCRIPTION 37,
5 MAX, OVERALL
WIDTH 36'
MAX, PANEL
WIDTH T—
CS
17
111, 4 74.
5' MAX, OVERALL FRAME WIDTH — 36.
625' MAX, PANEL
MOTH W
ASTRAGAL ti
U,
O
X
MAX.
OVERALL f-RAMt MIJIM 36.
625' MAX. 5- MAX PANEL
WIDTH ---J F IME WIDTH WIASTRACAL
t> 13.
75' MAX WIDTH
6&
5' MAX. OVERAL 36'
MAX PANEL
MOTH Fb0
7.
125' MAX. 01.
0, WIDTH EM
7175'
MAX. WIDTH
FAWASIM
813.
654.3831 DESIGN
PRESSURE RATING WHERE
ATTET-INTIUR—ATION UNIT
TYPE REQUIREMENT IS NOT NEEDED SINGLE +
670 PSF - 1570 PSF It MANUPDOUBLE55-0 PSF - 55,0 PSF S
L + 550 PSF - 55.0 PSF WITH
SIDELITES
XD
w
Z
IN7 f R t'tt
X
N
7
2 DOOR PANEL
o
16 n
93 17 Q(Drin
2 O W
g
0
29
c S
zA ra- 42
in I D 4 0 43
34
17.04
0 o . SEE NOTEp5SHT. 4
9GD
2
F
47
O Ilk to
50 N
Ll SEE NOTE
H SHT. 4 t, U
5" M1m
THK. GLASS O
o0 INTER
Q 40 25 O
a
r
Z
N
FOAM GASKET &
eo SILICONE CAP BEAD 0
7,68- MIN.
PANEL 7HK.
42
40
15
a
z
g m
79
14
SEE NOTEH35SIT. 4 z
29
ry
Y nac
Tn OS i0 07
says: H f2' H'
a
o
mec. ar: 7JH
jai; itl o tl
cwc er RW
5-2951
2 SIOELeTE PAN l U'i.' %'>
srcer a 8
J' , J/ r
1
7
SEE NOTE 2
SHT. 4
INACTWE
ASTRA&AL RETAINER 31
BOLT 5.0' LG. TOP TOP
BOTTOM (2) BOLTS jffERlQR
AT TOP & (2) AT BOTTOM
dQMZONTA1SaMI-5EN 0
ASTPAGAL 1.
15' WN, EMS.
f-.
25' MAX, SWM 36
6 29
47 SE
1 35
T. 4 SHT. 0
SIDELITE TO BUCK ACTWE
SEE
NOTE 6 SHT,
4 FOAM GASKET & SEE
NOTE F SIUCONE CAP BEAD 5
SHT, 4 (54) 0
Ell
10 29 7
SEE
NOTE 7
SHT. 4 N
0
IIIIGEJAMB TO S IOEUTE 2u
R Ur 71,:UIL D
l,\,NTJFACTURELR Nkhrp-g 41
E
NOTE I SHT
4 I
ME
25' MAX
SHIM SPACE
@IT&CNQ,'018TO
NOTES
I . SPACING FOR ITEM NO, 41 (LITE FRAME SCREWS) IS - AS
FOUM. VERTICCAL FROM THE Top DOWN ON SIDES; 55
38.375. 49-375' & 60.3757 HORIZONTAL
THERE ARE (2) SCREW BOTH Top AND BOTTOM AT 2125' IN
FROM EACH CORNER. 2.
SPACING FOR ITEM NO. 27 (18 x I - PANHEAD SCREW) ATTACHING
THE ASTRAGAL TO THE *W, DOOR IS AS FOLLOWS-
FROM THE TOP DOWN I'. 3'57 4057,
59,25-, 74.25. 7C25- k 3.
THE HEAD jAMB IS ATTACHED TO THE SIDE JAMBS WITH 3)
16GoIL x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4.
THE THRESHOLD IS ATTACHED TO THE SIDE JAM65 WrTH 2)
16Gk x 112' CROWN x 2.5' STAPLES AT BOTH SIDE. S.
THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO.
43 (18 x 2- PFH- WOOD SCREW). THERE ARE (4) AT EACH
VERTICAL JAMB, FROM THE TOP DOWN AT 13.5, CUTSIDE66'.
THERE ARE (2) AT THE HEADER AT 4- IN FROM
THE CORNERS OF THE FRAME THERE ARE 2)
AT THE SILL. 4- IN FROM THE OUTSIDE CORNERS 6.
SPACING FOR ITEM NO43 (18 x 2' SCREW) SECURING THE MULLIONS
TOCET)4ER is THE SAME AS THE PERIMETER ANCHORING SCREWS.
6" DOWN FROM THE TOP AND UP FROM THE
BOTTOM WITH (4) MORE SPACED AT 13.7- OC- 7. WHEN
ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE aEM
NO. 12 (110 x 2* SCREW). WHEN ATTACHING THE HINGE
TO THE JAMB AND THE SIDELfTE AT THE MULL" USE
ITEM NO. 37 (110 x 1 314' SCREW), Li mZ
FOAMGASKET &
SILICONE CAP
BEAD I,Io
Mtn- EMBED. 15"
MIN,
13 C-SINK
Z 1
7 4
10
6
26
9 25' MAX.
Z,/ HINkt
IAMD TO BUCK,SHIM SPACE ME Ln
41
SEE
NOTE
I SHT. 4
N @-
A0STIIKEJAMSTO SIOELIT E Im7,-
SEE
N07E
7 SHT,
4
sm
SEE DETAIL *F' SHT. 5
6'
3'
3-
SEE DETAIL
E, SHT. 5
TYR.
SEE NOTE
f- 4 SHT. 4
SEE NO
3 SHT. 4
0o ) TYP.
SEE DETAIL 'C' TYR.
SKT. 5
3. -
T
A6`I6s-6'4--1- 6:'
TT2.
E&TRAL FLORMA pousu-
MANUFACTuRER
NAME, 7-
r MASTER
FUEA A
0,357' BOLT DEEP "I ENOUGHFORA2" 13
BOLT THROW 12
10
13
t7 13
ip
DETAIL '
F' 10
ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS LSTRIKE
Ae PLAT PEOWNa TO FRAME ATTHETHRESHOLD MAI-17 SEE
DETAIL E"
SHT. 5
TYR. SEE NOTE
4
SHT. 4
I I sm
CENT-IRAL FL(,-_lDA
JQ NUFACTURER
SEE OE PVL
F— SHT. 5
r"-3-1- I—, E E EEEEEE
6
Ml A
3 6
6 36. 3- 3'
6'
T-T 3 SHT. 4 TSEENOTE
SEE NOTE SEE NOTE
TYR
va
TYP. SEE DETAIL 3 SHT 4 6 SHT, 4
F' SW. 5
cs TYP 'SEE AIL
G® SHT. 5 c
SEE DETAX
In SEE DETAIL SEE DETAIL Typ -j 'E' SHT, 5
V SHT. 5 'H' SHY. 5 rYP.
3E'
13
S E DETAIL
SEE DETAIL K' 'K' 7YP,® "M,—
SEE NOTE G, SHT, 5 14
4 K 4
134 (3 S
Typ.
TYR 14 TYP.
3'
6-
3' SEE NOTE
Y 6
3 14
4 SHT. 4
TYR.
453- GLASS
SITE 463 GLASS SITE
34
32 40
1/3" TEMPERED =210
1
33
32
25 1/8- TEMPERED
25 CLASS 40 GLASS
25' AIR
25' AIR SPACE
SPACE
4
rE
duGLASS
7
o
L7
TEMPERED
w7
1 131/8' TEMPERED GLASS
CL, Z" 41GLASS36 In tn
SEE NOTE
6 1 SHT. 4
3 6
41 ll z
5 STEEL < .
25" STEEL
S NOTE I INTERCEPTENOTE25- STEEL INTERCEPT Q
SHT. 4 SPACER SPACER
INSULATED GL&i5
5- INSULATED GLASS
TOM LIJE FRAME QLAZINQ ULJ
A '
7
in
2 2
A . 22Q—fMmE
3 FINGER JOINTED PONDEROSA PINE
m
IL
097'
4 x 4 .CUM QQM-IiWZ
aQ JE TOE A_WTIQM RAIL
FINGER JOINTED PONDEROSA PINE
I
52 '----6'
d
J1,232
33
P-LASTIC LIP I fM FRAM
FXTRUDED BTS
1.691
2,74 1
1117
T-
0,09' EXTRUDED VINYL WALL
m
5580TTOM RAIL 11
WOOD composiTE FILE
7,
077- R oc U,
tL2-I- t2,713* 526
c) CPINE
FINGERJOINTEDPONDEROSAuj
LIP
LME E&M L9MMM—
M I
02
Tpp
f al WOOD
COMPOSITE 5.
75" T
1.
531 EL
80110bl RAJ WOOD
COMPOSITE .245'-WALL&AL 19
2.
375' 1 An
o L -
T 9
WOOD LOCK ELOCK FINGER
JOINTED PONDEROSA PINE I
I
Lpp
SS OP RA9L
WOOD COMPOSITE
592'
7
179'
R PR I IR P FCELL
CORE W NYL JACKET I
m
4 .
579 FT
I fl
FOAM
CELL CORE WIIANYL JACKET DRILL
TRU FOR 357'
DLA. ASTRAGAL DRILL
TRU FOR A 13 RETAINER BOLTS PFH
WOOD SCREW 2PLCS WINNMEEff
11 WR55T ZRIEE PLATE et--
1.531 ' 5s
LATCH SIDE 'MLE-C2M-PD511E n
N
ASTRAGAL
HAS 2)
8.0' N
BOLTS 0 BOTTOM BOLTS
0 TOP 1.
767- 24
AUBAGAI
ASTRA
MATERIAL..
Y
CIR "
W
0 YELLOWCHOMAnr
71
I
SUN-21-2M2 09,52 MILESTONE WINDOWS 407 323 9729 P.
AMPN)dda
Diftaffs
AWAMMUO",kr.
2540 Jewett Lane, Sanford, M 32771-1600 - (407) 323-3300 * Fax (407) 322-3337
JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P-03
The attached table lists all Florida Extruder drawings in the Orange County
Fenestration Plasterfle affected by this engineering statement. Any questions
should be addressed to the undersi(jned.
URMSM
2=
Robert J. Amoruso, PE
1,9
Am JIM froR UW ffAuajt-• jc I
Cc: Earl Moore/FEI
File
292momplExam=
The letter was signed and sealed
with IIa 0 WWWW N%i as-=-va
LWASHKiDU-Iff -7 frJ 06 "1 f1m004cmiThim
A rubber stamp seal was also
Me: 22-L!?
2540 34watt
m
Universal Forest Produds
Shoffiier LLC
Re: 53906980
Centex Homes Orlando 1692 A Roof
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:
53906980 CA
53906980 CJ13
53906980 CJ5
53906980 EJ5
53906980 EJ7
53906980 H1
53906980 H2
53906980 H3
53906980 H4
53906980 H5
53906980 H6
53906980 H7
53906980 H9
53906980 H10
53906980 H11
53906980 H12
53906980 H13
53906980 HJ5
53906980 HJ7
53906980 T8
Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10
Wind: ASCE 7-98 per FBC2001; 110 mph; h = 15 ft; TCDL ® 6.0 psf; BCDL = 6.0 psf;
occupancy category 11; exposure B; enclosed
My license renewal date for the state of Florida is February 28, 2005
ME, 1C 0 5 2 0 0 3
John,1. Presley # 55886Licens1
The seal on this drawi g 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 Soulli N(' 62 Burling(on, V !-1721;7 1,(,l (:n() 226 9356 VaX 476 9116
Alt
No
rest Products, Inc,, Burli
ype
IN
I,,, Ply Centex
10 L1
eJobR' - - -- "
I
6-s- --Fe-b--2-0 2003 MiTek Indu W
CS11 ------ ---- D-E--F-L-
U4
f-Iloc)—1LOADING (psf)
j
SPACING 2-0-0 n- d-e
TCLIL 20,0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a - n/a
TCDIL 110,0 Lumber Increasee 1.25 BC 0.00 Vert(TL) 0,00 A >999
RCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(TL) 0,00 C n/a
BCDL 10'0 Code FOC2001 Matrix) 1st LC LL Min I/defl - 240
LUMBER
TOP CHORD 2 X 4 SYP No,2
BOT CHORD 2 X 4 SYP No.2
PLATES
TI-20
Weight: 5 lb
Scale - 1:4,-,
3
BRACING
TOP CHORD Sheathed or 0-11 -11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) C--1 1 /Mechanical, B-1 38/0-8-0, D-9/Mechanical
Max Herz 13-35(load case 4)
Max UpliftC--13(load case 5), B-89(load case 4)
Max GravC-28(load case 4), B-138(load case 1), D-9(load case 1)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--28
BOT CHORD B-D-0
1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL-6,Opsf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33,
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint C and 89 lb uplift at joint B.
3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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
MM
M
IE
Job Refe ren c
03 MiTek Industries, ME
Scale - i:Tf
2-11-11
2-11-11
LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) Well PLATES GRIP
TCLL 20,0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a - n/a TL20 245/193
TCIDL 10.0 Lumber Increase 1.25 BC 0,03 Vert(TL) 0.01 A >999
BCLL 0,0 Rep Stress Incr YES WB 0,00 Horz(TL) -0.00 C n/a
BCDL 10,0 1 Code FBC2001 Matrix) 1st LC LL Min I/def I - 240 Weight: 11 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11 -11 cc purlins.
BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) C-57/Mechanical, B-204/0-8-0, D-26/Mechanical
Max Horz B-63(load case 5)
Max UpliftC--52(load case 5), B-80(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--43
BOT CHORD B-D-0
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft;TCDL-6.0psf; BCDL-6,0pst; 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-133.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint C and 80 lb uplift at joint B.
3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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: 5390698-tContractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980CJ3
ob I Truss I Truss Type I Qty I Ply I Centex
I
5390698Q CJ5 JACKJ ]Job, Reference (optional)
Ai -n-i-v--e-r-sa-l--Fores—t--Pr--o'-d'u—cts, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc, Sat Apr 19 12:17:11 2003 Page
LOADING (psf) SPACING 2-0-0 CSI DEFIL in loc) I/defI PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a n/a TL20 245/193
TCDL 10.0 Lumber Increase 125 BC 0,10 Vert(TIL) -0.05 A >354
BOLL 0.0 Rep Stress Incr YES WB 0,00 Horz(TL) -0,00 C n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/detl - 240 Weight: 17 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11 -11 oc purlins,
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) C-126/Mechanical, B-275/0-8-0, D-46/Mechanical
Max Horz B-I 00(load case 5)
Max UpliftC-94(loacl case 5), B--69(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C-41
BOT CHORD B-D-0
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6,Opst; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed,-MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed; Lum ber DOL-1,60 plate grip DOL-'I 33.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B.
3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall 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 responsibilit,
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer,
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No.53906980CJ5
Job I russ I russ
53906980 EJ5 JACK
6nlv e-r-sad-Forest --Pro-duc-ts,in c--,,- Burlington, h
W
1 1-- ----Wcb-Reference -(option
5.000 s Feb 20 2003 MiTek Industries, Inc. Sat
4-14-3
19 12:17:12 2003 Page 1
1.11.
5-00
LOADING (psi) SPACING 2 -0-0 CS1 DEFIL in loc) I/clefl PLATES GRIP
TOLL 20.0 Plates Increase 1,25 TC 0.24 Vert(I-L) n/a n/a TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0,05 A >348
BOLL 0.0 Rep Stress Incr YES Wo 0.00 Horz(TL) -0,00 C n/a
BCDL 1010 Code FBC2001 Matrix)
111
1st LC LIL Min l/def I - 240 Weight: 17 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing,
REACTIONS (lb/size) C-127/Mechanical, B-276/0-8-0, D-46/Mechanical
Max Horz B-1 00(load case 5)
Max UpliftC--94(foad case 5), B--69(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C-41
BOT CHORD B-D-0
NOTES (3)
1) Wind: ASCE 7-98 per FIBC20011; 110mph; h-15ft;TCDL-6,Opsf; BCDL-6,Opsf; occupancy category ll;exposure B; enclosed; MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1,33,
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B.
3) Truss shall be fabricated per ANSIITPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer,
LOAD CASE(S) Standard I
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906981Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980EJ5
Job
53906980 EJ7J
Universal Forest Pi
Truss Type
JACK
ucts,inc, Burlingto 5, Jeff Ke"
Of, CentexPly -Orlando/i 692A/isk/4-14-3
18 1 --]
Job Reference
5.000 s Feb _2b 260 MiT—e-k—Industries, Inc. Sat Apr 19 12:17:
3x4 =,
h
ow
90,910 . 1:15.,
LOADING (psf) SPACING 2-0-0 CS1 DEFL in loc) I/defl PLATES GRIP
TCILL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) n/a n/a TL20 2451193
TCDL 110.0 Lumber Increase 1.25 BC 0.20 Vert(TL) OA7 A >93
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 23 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing,
REACTIONS (lb/size) C-190/Mechanical, 6-352/0-8-0, D-66/Mechanical
Max Herz B-1 37(load case 5)
Max UpliftC=-135(load case 5), 13-62(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C-61
BOT CHORD B-D-0
NOTES (3)
1) Wind: ASCE7-98 per FBC2001; 11omph; h-15ft;TCDL-6,Opsf; BCDL=6.Opsi; occupancy category II; exposure 6; 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 135 lb uplift at joint C and 62 lb uplift at joint B,
3) Truss shall be fabricated per ANSIITPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer,
LOAD CASE(S) Standard i
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980EJ7
ZM
Truss
HIP
cts,lnc., Burlington, L
0 entex
es, Inc. Sat Apr 19 13:25:37
1 0 4-6 4 70-0 12-3 7 17 5-2 22 6-14 27-&9 39-0-0 _- 35-5-12 40 0-0 1-0 0
1-0-0 4-6 4 2-5-12 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 2-5-12 4-6-4 1-0-0
Scale - 1
7X10 — 7x10 =
5x6 = 5x8 = 2x5 II 5x6 5x6
500 -= m n — - 11 5x10 =
5x6 _ 5x10 MI118H= 5x6 = 5x6 = 5x6 -= 5x6 =
5x6 — 500 MI118H=
l - — 7-1-12_ 12 3 7 17 5 2 22-6_14_
i---- 27-8-9__ _ 32-10-4 40 0 0I - - -
7-1-12 5-1-11 5-1-11 5-1-11 5-1-11 5-1-11 7-1-12
Plate Offsets LX,Y) jB0 2 7 Edge]R. 0 3„ 12 0 4 4j [J:0 3 12 0 4 Q) LQ 2 7 Edgel__
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TOLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.93 Q-R 510 TL20 245/193
TCDL 10,0 Lumber Increase 1.25 BC 0.93 Vert(TL) 1,53 Q-R 308
BOLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.27 L n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 240 Weight: 250 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2 `Except`
T2 2 X 6 SYP No.2, T3 2 X 6 SYP No.2
BOT CHORD 2 X 6 SYP No.1 *Except*
B22X6SYP SS WEBS
2 X 4 SYP No.3 "Except` W
1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 W
1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 WI
2 X 4 SYP No.2 REACTIONS (
lb/size) B-3309/0-8-0, L-3309/0-8-0 Max
UpliftB--939(load case 2), L--939(load case 3) BRACING
TOP
CHORD Sheathed or 1-8-3 oc purlins. BOT
CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. FORCES (
lb) - First Load Case Only TOP
CHORD A-B-26, B-C--7372, C-D--7387, D-E--10163, E-F--11707, F-G-11707, G-H--11707, H-6-11726, I-J-10159, J-K--7388, K-L$-7372, L-
M-26 BOT
CHORD B-U=6690, T-U-6864, S-T6864, R-S-10161, Q-R-11726, P-Q-10157, O-P-6865, N-0-6865, L-N-6691 WEBS
D-U-178, J-N-179, C-U-194, D-S-3740, E-S--1565, E-R 1760, G-R -629, H-R--21, H-Qg-634, 1-Q-1786, I-P--1570, K-N-195, J-
P-3734 NOTES (
8) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDLW6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever
left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,33. 3)
Provide adequate drainage to prevent water ponding. 4)
All plates are TL20 plates unless otherwise indicated, 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 939 lb uplift at joint B and 939
lb uplift at joint L. 6)
Girder carries hip end with 7-0-0 end setback 7)
Special hanger(s) or connection(s) required to support concentrated load(s) 385.011b down and 258.21b up at 33-0-0, and
385.01b down and 258.21b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building
designer. 8)
Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at
joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this
sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required
for the overall building design. Building Designer shall verify all design information on this sheet for conformance
with conditions and requirements of the specific building and governing codes and ordinances. The truss designer
accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific
building. Any references to job names and locations are for administrative purposes only and are not part of therevieworcertificationofthetrussdesigner. LOAD
CASE(S) Standard 1)
Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform
Loads (plf) Vert:
A-D--60.0, D-J--125.0, J-M--60.0, B-L$-41.7 Concentrated
Loads (lb) Vert:
D--385.0 J--385.0 Customer
No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980
53906980 1 1 H2 IHIP
roducts, Inc., Bur 11TVqton, NC 27215, Jeff Kerr 5.000 s Inc, Sat Apr 19 12:17:12 2003 Page
ll 16-5-3 --
1
5-9-1 -0-0 3100 34-2-15 40-0-0 4,1 0-0
1-0-0 5-9-1 3-2-15 7-5-3 7-1-11 7-5-3 32-15 5-9-1 1-0-0 Scale .
1:68 500H
5x6 --
U6 =
3x6 = 3X6 - 5X6 =- 3x8 =
3x10 M1118H-- 3x6 = 3x10 M11181-1= 3x8 = 9- - 1 -- - -
12 34-2-15 0-9-_O 5-9-
1 3-4-11 10-10-4 10-10-4 3-4-11 5-9-1 Plate 0
If set X,Y): LOADING (psf)
SPACING 2-0-0 CS1 DEFL in (loc) Well PLATES GRIP TCLL 20,
0 Plates Increase 1.25 TC 0.54 Vert(ILL) 0.35 N 999 TL20 245/193 TCDL 10.
0 Lumber Increase 1,25 BC 0.97 Vert(TL) 0.78 L-N 606 BCLL 0,
0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.20 1 n/a BCDL 10.
0 Code FBC2001 Matrix) 1 st LC LL Min I/def I - 240 Weight: 186 lb LUMBER BRACING
TOP CHORD
2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-14 oc purlins. BOT CHORD
2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. WEBS 2
X 4 SYP No.3 WEBS 1 Raw at midpt E-P, G-L REACTIONS (lb/
size) B-1653/0-8-0,J-1653/0-8-0 Max Harz
B-90(load case 5) Max UpliftB--
344(load case 2), J--344(load case 3) FORCES (lb) -
First Load Case Only TOP CHORD
A-13-22, B-C--3354, C-D--3150, D-E--2917, E-F--4077, F-G--4077, G-H--2917, H-1-3150, I-J-3354, J-K=22 BOT CHORD
B-P-3001, O-P-3974, N-0-3974, M-N-3974, L-M-3974, J-L-3001 WEBS D-
P-845, H-L=845, C-P--1 40, I-L--I 40, E-P--I 192, E-N-1 50, G-N-150, G-L--1 192 NOTES (6)
1) Unbalanced
roof live loads have been considered for this design, 2) Wind:
ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL-6,Opsf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left
and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1,33. 3) Provide
adequate drainage to prevent water ponding, 4) All
plates are TL20 plates unless otherwise indicated. 5) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint B and 344 lb uplift at joint J. 6) TrussshallbefabricatedperANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints
unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet
is to reduce buckling of individual members only and does not replace erection and permanent bracing required for
the overall building design, Building Designer shall verify all design information on this sheet for conformance with
conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts
no responsibility for the correctness or accuracy of the design information as it may relate to a specific building.
Any references to job names and locations are for administrative purposes only and are not part of the revieworcertificationofthetrussdesigner. AHMZZMMMM Customer
No:
11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906984! Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:5390698OH2
Job ITruss Truss Type Oty My
53906980 1 H3 H Ss 2
Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003
tex-Orlando/1 69
Job Reference (option
ek Industries, Inc, Sat U
00 - P- -1-1 - -0 1
17-0 . ...... 40-0-0 41-0
1-0-0 6-10-4 4 1-12 6-0-0 6-0-0 6-0-0 4-1-12 6-10-4 1-00
Scale - 1
N
30 = 5X8 = 5X6 =
U N M L M
3x10M1118H= M = 3X8
30 = 3X10 MOM=
0-4 11-11-11-2-1
28-10-4 33-1-12 4000
6-10-4 4-3-8 8-10-4 8-10-4 4-3-8 6-10-4
Platte tD0-3-0,0- -41, [F:O 4 -0,0 3-0, 3-0,0-2-41
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) Well PLATES GRIP
TCLL 20.0 Plates Increase 1,25 TC 0.54 Vert(LL) 0,26 M 999 TL20 2451193
TCDL 10.0 Lumber Increase 1,25 8C 0.86 Vert(TL) 0,58 B-0 812
BC1-L 0.0 Rep Stress Incr YES W13 0.80 Horz(TL) OA7 1 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell - 240 Weight; 190 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-5 oG purlins.
BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 7-11-4 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B-1653/0-8-0,1-1653/0-8-0
Max Horz B-1 06(load case 4)
Max UpliftB--317(load case 2), 1--317(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD A-13-221 B-C--3291, C-D--2975, D-E--2721, E-F--3328, F-G-2721, G-H--2975, H-1--3291, I-J-22
BOT CHORD B-0-2961, N-0-3279, M-N-3279, L-M-3279, K-L=3279, I-K-2961
WEBS D-0-836, G-K-836, C-0-316, H-K--316, E-0-712, E-M-90, F-M-90, F-K-7112
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001 110mph; h-15ft; TCDL-6,0psf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL=1,33.
3) Provide adequate drainage to prevent water ponding,
4) All plates are TL20 plates unless otherwise indicated,
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint B and 317 lb uplift at joint 1,
6) Truss shall be fabricated per ANSIITPI 1-95 quality requirements. Plates shall be of size and type shown and centered
at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on
this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing
required for the overall building design, Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss
designer accepts no 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: 53906980Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:5390698OH3
Jet) I russ Truss Type Oty I Ply
53906984 H4 COMMON 2 1
Universal Forest Products,lnc., Burli 215, Jeff Kerr 5.000 s Feb 20 2003
1-3 13 0-0 27 0-0
1-0-0 7-1-3 5-10-13 14-0-0
5x6 -==
20 11
Job Reference (optional)
ek Industries, Inc. Sat Apr 19 12:17:
5x6 =..
32 10-13 _ 40-0-0 41-0
5-10-13 7-1-3 1-0-0
Scale — 1:
3x6 = 3X8 = 3x6 == 3x6 = 3x6 =
10 3 14 20-0_0 29-8-2 40 0-0
10-3-14 9-8-2 9-8-2 10-3-14
atOffsets (X Y jD:O 3 0,0 2 41, jF O-3 0 0 2.4j
LOADING (psf) SPACING 2-0-0 Cal DEFL in (loc) i/defl PLATES GRIP
TOLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.22 L >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.50 L-N >944
BOLL 0.0 Rep Stress Incr YES WB 0,24 Horz(TL) 0.15 H n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft - 240 Weight: 189 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-4 oc purlins. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B-1653/0.8-0, H-1653/0-8-0
Max Horz B=122(load case 4)
Max UpliftB--290(load case 2), H--290(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--3309, C-D--3016, F-G--3016, G-1-I-3309, H-1-22, D-E--2893, E-F--2893
BOT CHORD B-N-2976, M-N-2500, L-M-2500, K-L 2500, J-K-2500, H-J-2976
WEBS C-N-342, D-N-496, F-J-496, G-J--342, E-L--430, D-L-498, F-L-498
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint B and 290 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce knuckling 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 responsibilitlforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner,
LOAD CASE(S) Standard
jot) uly I rly uemex-unanaIruse
5390698 HS co 2 1
2. Job Reference,
I rues i ype
niversal Forest Products,lnc,, Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MH-ek Industries, Ii
7-1-3 -00 04 0 4 -05 ........ 1__
1-0-0 7-1-3 7-10-13 10-0-0 7-10-13 7-1-3 1-0-0
Scale - I
lfflZ 2x3 11 5X6
M = 3x8 = 30 = 3x8 = M =
10-3-14 0-
10-3-14 9-8-2 9-8-2 10-3-14
LOADING (psf) SPACING 2-0-0 CS1 DEFIL in loc) Well PLATES GRIP
TOLL 20,0 Plates Increase 125 TC 0,61 Vert(LL) -0,20 L >999 TL20 245/193
TCDL 10,0 Lumber Increase 1,25 BC 0,78 I Vert(TL) -0A7 L-N >998
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TI-) 0,15 H n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well 240 Weight: 193 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-11 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B-1653/0-8-0, H-1653/0-8-0
Max Horz B- 1 38(load case 4)
Max UpliftB--313(load case 4), H--313(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-13=22, B-C--3333, C-D--301 1, F-G--301 1, G-H--3333, H-1-22, D-E--2479, E-F--2479
BOT CHORD B-N-3004, M-N-2322, L-M-2322, K-L-2322, J-K-2322, H-J-3004
WEBS C-N--421, D-N-620, F-J-620, G-J--421, E-L-208, D-L-252, F-L-252
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6,Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding,
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 lb uplift at joint B and 313 lb uplift at joint H.
5) Truss shall be fabricated per ANSI/TP 1 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 tor 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 responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. 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: 53906980Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:5390698OH5
cuss
53906980. JH6
Truss Type
COMMON
ucts,inc., Burlington, tTC 27215, alLI+l
0
Inc. Sat Apr 19 12:17:15 2003 Page
7 1-3---- 19 8-1 17 0-0 23-0-0 26-3-15 32-10-13 400-0 41-Q 0
i- - f__ . — —i— — -- --1
1-0-0 7-1-3 6-6-13 3-3-15 6-0-0 3-3-15 6-6-13 7-1-3 1-0-0
Scale - 1:68.1
a
5, OO 1-i 2 5x6 _. 5x6 --
3x7 = - .. 3x7 =
3x6 = 3x8 = 5x10 = 3x8 = 3x6 =
10 3 14 20 0-Q 29-8-2 QQ-O-Q
10-3-14 9-8-2 9-8-2 10-3-14
Plate Of{sets (XY[D:0 4 0 0-3-Oj_.O 3 O 0 2_41s jF Q _3 0,0_2T4], [G_0 4 0 0-3-Oj
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/dell PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.20 M >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0,46 M-0 >999
BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) OAS I nla
BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/defl - 240 Weight: 205 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-9 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-8 oc bracing.
WEBS 2 X 4 SYP NoA WEBS 1 Row at midpt D-M, G-M
REACTIONS (lb/size) 81653/0-8-0, 11653/0-8-0
Max Horz B-154(load case 4)
Max UplifI13-333(load case 4), 1--333(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--3323, C-D--3011, D-E--2143, F-G--2143, G-H--3011, H-I--3323, 1-J22, E-F--2166
BOT CHORD B-0-2993, N-0-2425, M-N-2425, L-M-2425, K-L-2425, I-K-2993
WEBS C-0-389, D-0-546, D-MW-651, G-M -651, G-K=546, H-K _389, E-M 575, F-M$575
io
NOTES (5)
1) Unbalanced roof live loads have been considered for this design,
2) Wind: ASCE 7-98 per FBC2001; 110mph; h15ft; TCDL-6.Opsf; BCDL_6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint B and 333 lb uplift at joint 1.
5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. 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
MAY
Job- Truss 6 Centex -Orlando/I 692A/jsk/4-14-3 53906980.
H7 COMMON 2 1 Job
Refererice Jopli Universal
Forest Products,lnc., Burlington,w1wMeof Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:15 2003 Page 7-
1-3 13-8-1 0-0 21-0-0 26-3-15, 32 i 0-1340-0-0 41- 1-
0-0 7-1-3 6-6-13 5-3-15 2-0-0 5-3-15 6-6-13 7-1-3 1-0-0 Scale —
I 5.
00 12 5X6 = 5X6 E
F 0
N M L K 3x7 3x6 =
3x8 == 5x12 3x8 = 3x6 10-
3-14 20-0-0 29-8-2 10-
3-14 9-8-2 9-8-2 Plate
Offsets 4-0,0-3-01,LE_O-3-0,9"2- F. -3-0,0-_?4 JG 0-4-0,0-3-01 LOADING (
psf) SPACING 2-0-0 CSI DEFIL in (loc) I/defi TOLL
20,0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.20 M 999 TCDL
10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) 0A6 M-0 999 BCLL
0,0 Rep Stress Incr YES WB 0,38 Horz(TL) 0,15 1 n/a BCDL
10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 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/size) B-1653/0-8-0,1-1653/0-8-0 10-
3-14 PLATES
GRIP TL20
245/193 BRACING
TOP
CHORD Sheathed or 3-0-7 oc purlins. BOT
CHORD Rigid ceiling directly applied or B-0-1 oc bracing. WEBS
1 Row at midpt D-M, G-M Max
Horz B-1 70(load case 4) Max
UpliftB--352(load case 4), 1--352(load case 5) FORCES (
lb) - First Load Case Only TOP
CHORD A-B-22,B-C--3319,C-D--3012,D-E--2116,F-G--2116,G-H--3012,H-I--3319,1-J-22,E-F--1963 BOT
CHORD B-0-2988, N-0-2435, M-N-2435, L-M-2435, K-L-2435, I-K-2988 WEBS
C-0-376, D-0-537, D-M--735, G-M--735, G-K-537, H-K--376, E-M-591, F-M-591 NOTES (
5) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6,Opsf; BCDL-6,Qpsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever
left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3)
Provide adequate drainage to prevent water ponding. 4)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint B and 352 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPl 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 notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, 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 forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding, 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
1-0-0
R
ss Truss Type Qty Ply Centex Orlandof1692A1jsk/4-1-3
1 1
Job Referenoe (optional)
b___. _ _
roducts,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek industries, Inc. Sat -Apr 19 12:17:16 2003 Page 1
6-11-9 10-0-0 13-0 0 19-6 4 26-2-4 33-0-0 40-0-0 1-0 0
r -- -- -- .. --- --i- _---- '
6-11-9 3-0-7 3-0-0 6-6-4 6-8-0 6-9-12 7-0-0 1-0-0
Scale - 1:69)
5,00112
5x6 -.,
D
5x6 = "A.ri 'v: 'ixR - ';xr,
3x7 =
a P 0 N M L
300 M1118H 3x6 =- 3x6 = 3x6 =
3x8 3x10 M11181-1=
r
M
3x7 ==
10 0-0 i96_4 26-2-4 32-10-4 40-0-0
10-0-0 9-6-4 6-8-0 6-6-0 7-1-12
Plafe Offsets X [I 0 3 0 0 2 4j
LOADING (psf) SPACING 2-0-0 G S1 DEFL in loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.76 Vent(ILL) 0.50 N-0 >950 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0A9 O-Q >478
BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0,22 J n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft — 240 Weight: 185 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-3-4 oc purlins.
BOT CHORD 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 6-3-2 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt H-L
REACTIONS (lb/size) B=1653/0-8-0, J-1653/0-8-0
Max Horz B--97(load case 5)
Max UpliftB--257(load case 3), J=-444(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B 22, B-C -3326, C-D -3052, E-F$-5297, F-G -4761, G-H -4761, H-I -3084, I-J -3396, J-K-22, D-E--3042
BOT CHORD B-Q-2975, P-Q-4576, O-P-4576, N-0-5297, M-N=4761, L-M-4761, J-L=3039
WEBS I-L-911, D-Q-2195, E-0--2540, C-Q--282, E-0-792, F-O--169, F-N--586, H-N-355, H-L--1836
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
3) Provide adequate drainage to prevent water ponding.
4) All plates are TL20 plates unless otherwise indicated.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint B and 444 lb uplift at joint J. 6) Truss shall be fabricated per ANSI/TPI 1.95 quality requirements. Plates shall be of size and type shown and centered
at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on
this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing
required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss
designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a
specific building. Any references to job names and locations are for administrative purposes only and are not part of
the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980
Joq ilruss
539069800, H10
a
arsal Forest Products, Inc., Burlington, NC 2721b, sett Kerr u.uuu s
110 0 5-0 0 12-10-0
1-0-0 5-0-0 7-10-0
50
R nnr99 G
at Ply ]Centex-Orlando/1692A/jsk/4-14-3
1 1
Job Reference tional)
sb 20 2003 MiTek Industries, Inca Sat Apr 19 12:17:16 2003 Page
20-8-0
7-10 0
Scale $ 1:
3x4 --
D
3x7 =
E
3x5 -
3x4 = 5x6 = 3x4 €1
5 1-12 12-10-Q I--- 14-0-0 20-8 0 1
5-1-12 7-8-4 1-2-0 6-8-0
Plate Offsets X Y G:O 2 12 0-3 4
LOADING (psf) SPACING 2-0-0 CSi DEFIL in loc) I/deft PLATES GRIP
TCLL 20.0 Plates Increase 1,25 TC 0.85 Vert(LL) 0.05 G-H >999 TL20 245/193
TCDL 10,0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0,13 G-H >999
BCLL 0.0 Rep Stress incr NO WB 0,42 Horz(TL) 0.01 F n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/deft - 240 Weight: 95lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-6-1 oc purlins, except end verticals,
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing.
WEBS 2 X 4 SYP No.2 "Except"
W2 2 X 4 SYP No.3, W2 2 X 4 SYP No.3
REACTIONS (lb/size) G-1449/0-8-0, F400/0-8-0, B799/0-8-0
Max Horz B-1 11(load case 3)
Max UpliftG--432(load case 3), F--117(load case 3), B--227(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD A-B-22, B-C-1410, C-D--1256, D-E$-37, E-F=-284
BOT CHORD B-H=1266, G-H$37, F-G229
WEBS C-H--145, D-H-1264, D-G--1134, E-G-199
NOTES (7)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opst; BCD L6.Opsf; occupancy category II; exposure B; enclosed; MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
2) Provide adequate drainage to prevent water ponding.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint G, 117 lb uplift at joint F and 227 lb uplift
at joint B.
4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) G.
5) Girder carries hip end with 5-0-0 end setback
6) Special hanger(s) or connection(s) required to support concentrated load(s) 175.01b down and 117,31b up at 5-0-0 on top chord. Design for unspecified
connection(s) is delegated to the building designer.
7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered
at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing Indicated on
this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing
required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss
designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a
specific building. Any references to job names and locations are for administrative purposes only and are not part of
the review or certification of the truss designer.
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.25, Plate Increasea1.25
Uniform Loads (plf)
Vert: B-F--31.7, A-C-60.0, C-E-95,0
Concentrated Loads (lb)
Vert: C--175,0
Customer 1: 11045 Customer Name: CENTEX HOMES ORLANDO ShopNo: 53906980
russ Ilruss
5390698P iH11 iHIPfi
at Apr 19 12:17:1
I
1-0-0 7-0-0 6-0-0 7-0-0
5x8
5x6 =
Scale a 1
3x6 = I3x6 =
2x3 11 3x10 M1118H= 3x4 -_
7 1 12 12 10-4 20-0-0
7-1-12 5-8-8 - 7-1-12
L03ADING (psf) SPACING 2-0-0 CS1 DEFL in loc) I/defl PLATES CRIB
TCLL 20.0 Plates Increase 1,25 TC 0,82 Vert(LL) 0.13 F-H >999 TL20 245/193
TCDL 10.0 Lumber Increase 1,25 BC 0.91 Vert(TL) -0.26 E-F >890
BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0,08 E n/a
BCDL 10,0 Code FBC2001 Matrix) 1 st LC LL Min i/defI - 240 Weight: 80 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-6 oc puffins,
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-9 oc bracing, WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) E-1560/0-8-0, 8-1646/0.8-0
Max Horz 8-81(load case 4)
Max UpliftE--377(load case 5), B--447(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--3214, C-D--2921, D-E$-3225
BOT CHORD B-1-12895, G-H2909, F-G-2909, E-F2907
WEBS C-H-275, D-F-278, C-F-14
I
NOTES (8)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-15ft; TCDL6.Opsf; BCDL6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
3) Provide adequate drainage to prevent waterponding.
4) All plates are TL20 plates unless otherwise indicated.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint E and 447 lb uplift at joint B. 6) Girder carries hip end with 7-0-0 end setback
7) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 258.21b up at 13-0-0, and 385.01b dawn and 258.21b up7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer.
8) Truss shall be fabricated per ANSI/iPI 1-95 quality requirements. Plates shall be of size and type shown and centered
at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on
this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracingrequiredfortheoverallbuildingdesign. 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 oftherevieworcertificationofthetrussdesigner.
LOAD CASE(S) Standard
1) Regular: Lumber Increase-1,25, Plate Increase-1,25
Uniform Loads (pit)
Vert: A-C-60.0, C-D--125.0, D-E--60.0, B-E--41.7
Concentrated Loads (lb)
Vert: C-385.0 D--385.0
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 5390698t
42A/jsk/4-14-3JobtrusstrusslypewVmyIuemex-urranoo/ i
53906980 H12 H I
Reference
U%We-iiWl Vo4it- -Pro- ducts, -Inc—.-,- Burlington, N C 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries, Inc.
1-0-0 6-'11 -9 9-0 _I 0-0 13-0-7 1-
0-0 6-11-9 2-0-7 2-0-0 2-0-7 5x4
D
5x4
F
at
Apr 19 12:17:17 2003 Page 1 20-
0-0 6-
11-9 Scale -
1:34,E 3X5 =
i
1n 30
30 =
3x6 = 3x4 9-
1-12 9-
1-12 LOADING (
psf) SPACING 2-0-0 TCILL
20,0 Plates Increase 125 TCDL
10.0 Lumber Increase 1.25 BCLL
0,0 Rep Stress Incr YES BCDL
10.0 Code FBC2001 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/size) G-771/0-8-0, B-856/0-8-0 ffallillm
CS1
DEFIL in loc) I/defl PLATES GRIP TC
0.43 Vert(LL) 0.09 G-H >999 TL20 245/193 BC
0,49 Vert(TL) -0,25 G-1-1 >927 WB
0,14 Horz(TL) 0,03 G n/a Matrix)
1st LC LL Min I/defl — 240 Weight: 84 lb BRACING
TOP
CHORD Sheathed or 4-11-8 oc purlins. BOT
CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max
Horz B-97(load case 4) Max
UpliftG--134(load case 5), B--204(load case 4) FORCES (
lb) - First Load Case Only TOP
CHORD A-B-22, B-C--1383, C-D--1137, D-E--1003, E-F--1140, F-G--1375 BOT
CHORD B-J-1200,1-i-1003,H-1-1003,G-H-1210 WEBS
D-J-389, E-H-414, C-J-344, F-H--361 NOTES (
5) 1)
Unbalanced root live loads have been considered for this design, 2)
Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6,Opsf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever
left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-11.33, 3)
Provide adequate drainage to prevent water ponding, 4)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint G and 204 lb uplift at joint B. 5)
Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide
bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not
replace erection and permanent bracing requited 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 forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. 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 111,
4, Q k
mink LK'01111MIin
Job Truss
53906980 H13
Li Iversal Forest Pro
I
I 1
lob Reference
cts,Inc„ Burlington, NC 27215, Jeff Kerr 5.Qb0 s Feb 20 2003 M-1Te' Industries, h
6 1 1 _9
6 11-9 3-0-7 3-0-7
5x4 =
D
pr 19 12:17:17 2003 Page 1
6-11-9
Scale F i
3x5 — `" 30 =
5xB =_
10 0 0 20-0-0
10-0-0 10-0-0
Plate Offsets X Y G:04 0 0 3 0
LOADING (psf) SPACING 2-0-0 GSI DEFL in loc) I/dell PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(I-L) 0.10 F-G >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.26 F-G >877
BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.03 F n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl — 240 Weight: 82 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-8 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing,
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B-856/0.8.0, F-771/0-8-0
I
Max Horz B-105(load case 4)
Max UpliftB--213(load case 4), F--143(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--1380, C-D--1074, D-E--1075, E-F=-1370
BOT CHORD B-G1198, F-G-1205
WEBS C-G-361, D-G-737, E-G--371
NOTES (4)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint B and 143 lb uplift at joint F.
4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4° of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit,
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
M
5390698P HJ5 1 JACK
4 1
entex-
Job
cts,lnc., Burlington, C 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:18
Z-,6-2
7-0,2
T1
3x4 —
9111
am
Scalt— 1:
LOADING (psf) SPACING 2-0-0 CSI DEFIL in loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) n/a n/a TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.22 Vert(TL) 0.14 A >160
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 24 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 7-0-2 oc purlins.
BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) C-224/Mechanical, B-280/0-8-0, D-80/Mechanrcal
Max Horz B-9 1 (load case 3)
Max UpliftC—1 48(load case 5), B--74(load case 2)
FORCES (1b) - First Load Case Only
TOP CHORD A-E-21, B-E-21, B-C=47
BOT CHORD B-D-0
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft;TCDL-6.Opsf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.33.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint C and 74 lb uplift at joint B.
3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted,
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
1) Regular: Lumber Increase-1.25, Plate Increase-1.25
Uniform Loads (plf)
Vert: A-E--60.0
Trapezoidal Loads (plf)
Vert: E-0.0-to-C-106,11, B-1.7-to-D-35.4
I * 101 # 1 0 1 0 Q 0 *#
jobTruss Truss T . 539069&
0 HJ7 JACK niversal
Forest Products,lnc,, Burlington, NC 27215, Jeff Kerr Oiy
Ply C - entex-Orlando/1 692A/jsk/4-14-3 4
1 Job
Reference 5,
000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:18 2003 Page I
I -- ---------- ------ --- - -----------
1-
6-8 6-7-12 3-2-5 Scale -
118': 3x4 =
3-
2-5- -- LOADING (
pst) SPACING 2-0-0 CS11 DEFIL in loc) I/detl PLATES GRIP TOLL
20.0 Plates Increase 1,25 TC 0,38 Vert(LL) 0.02 F-G >999 TL20 245/193 TCDL
10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.05 B-G >999 BOLL
0.0 Rep Stress Incr NO WB 0,20 Horz(TL) 0,01 E n/a BCDL
10.0 Code FBC2001 Matrix) 1st LC ILL Min I/defl - 240 Weight: 40 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2 TOR CHORD Sheathed or 6-0-0 oc purlins. BOT
CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS
2 X 4 SYP No.3 REACTIONS (
lb/size) D-150/Mechanical,B-437/0-8-0,E-473/MechanicaI Max
Herz B-176(load case 2) Max
UpliftD--1 13(load case 5), B-137(load case 2), E-80(load case 2) FORCES (
11b) - First Load Case Only TOP
CHORD A-H-21, B-H-21, B-C--743, C-D--68 BOT
CHORD B-G-679, F-G-679, E-F-0 WEBS
C-G-215, C-F--826 NOTES (
3) 1)
Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft;TCDL-6.0psf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed; MW FRS gable end zone; cantilever
left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.33, 2)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint D, 137 lb uplift at joint B and 80 lb uplift at
joint E. 3)
Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide
bracing where indicated and within 4" of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does not
replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance
with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding, Any references to job names and locations are for administrative
purposes only and are not part of the review or certification of the truss designer, LOAD
CASE(S) Standard 1)
Regular: Lumber Increase-1,25, Plate Increase-1.25 Uniform
Loads (plf) Vert:
A-H--60,0 Trapezoidal
Loads (pit) Vert:
H--O,O-to-D--148,5, B-1.7-to-E-49.5 MIN=
Job Truss Truss
53901398( TS
L'Tniversal Forest Products,lnc,, Burlington,
ty
19
K
J_ _LJob Reference optional
s Feb 20 2003 MiTekIndustries, Inc. Sat Apr 19 12:17:19 2003 Page 13 -
8 1 20 0-0 3H5 2 10 13 _140-
0-0 dI'Op 1-
0-0 7-1-3 6-6-13 6-3-15 6-3-15 6-6-13 7-1-3 1-0-0 Scale -
1:67,! 0
5.
00 i_ 5X6 =
I
JA
3x6 =
3x8 = U8 = 3x8 = 3x6 0 - -
0 10-
3-14 9-8-2 9-8-2 10-3-14 Plate
Offsets (X D:0-4 - 0 0 3-0 LOADING (
psf) SPACING 2-0-0 CSI DEFL in (loc) Weft PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.20 L 999 TL20 245/193 TCDL
10,0 Lumber Increase 1.25 BC 0.78 Vert(TL) 0.47 L-N 999 BOLL
0.0 Rep Stress Incr YES WB 0.41 Horz(TI_) 0.15 H n/a BCDL
10,0 Code FBC2001 Matrix) 1st LC LL Min I/clefl - 240 Weight: 196 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No2 TOP CHORD Sheathed or 3-0-7 oc purlins. BOT
CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS2X4SYPNo,3 WEBS 1 Row at midpt D-L, F-L REACTIONS (
lb/size) 8-1653/0-8-0,H-1653/0-8-0 Max
Horz B-I 78(load case 4) Max
UpliftB--360(load case 4), H-360(load case 5) FORCES (
lb) - First Load Case Only TOP
CHORD A-B-22,B-C--3317,C-D--3013,D-E--2114,E-F--2114,F-G--3013,G-H--3317,H-1-22 BOT
CHORD B-N-2986, M-N-2442, L-M-2442, K-L-2442, J-K-2442, H-J-2986 WEBS
C-N-370, D-N-532, D-l__-747, E-L-1 180, F-L-747, F-J-532, G-J-370 NOTES (
4) 1)
Unbalanced roof live loads have been considered for this design, 2)
Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL=6,Opsf; BCDL-S,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever
left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.33. 3)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint B and 360 lb uplift at joint H. 4)
Truss shall be fabricated per ANS I/TP 1 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 notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, 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 forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding, 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 Im
omer
NO: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 ractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:5390698OT8
s
ip
14;2w
Nis 4' dryer duct
to roof cap
xnnu
IRS
p
HXR lwCd
LMN 45
12x12 iwcd
9,IL am260
A
14x8 lwcd
185
PA
g,
3' bath duct _ 10'
to roof capsw/fan iwcd
5 r16.
70
i Z188x4w
ams t 4' "Is
12xi2 iwcd
91 4 3' bath duct
Ell) to roof cap
5 # 4 w/fan
r Rm250 16x16 a
iw M
14'
kR I IxA rag
gA iwcd 3' i4x6 iwcd
5 4' 7fl
24x18 ra
r • I F71RFPI
cxa,r. r-a•
ACT 7'
i2xi2 rag° 42X 4 2 A/C SLAB i60
BY BLDR MIN 12x6
iwcd 2-
CM GaAa 2' FROM MALL N,
Z-i scale
nl/8'=1'Q' 2,5 TCN W/IVKW @240V IPH 18x10
pten platform
by bldr
PLAN
15'
X7'GLHKl. Must
have a rsinb-ium clearance of 4Inches around the air handter per the State Energy code. tali duct has on r=6 ins+ tatEars value. C7
x
OJ Qn
Zi
i
i + El 03a.
C t VCO
Rating
z cry
m
ONE By WOOD
BUCK BY OTHERS
CAULK BETWEEN
VINDOW FLANGE
WOOD BUCK
CONCRETE OR
MASONRY OPENING
BY OTHERS
CAULK BETWEEN B.W.
WOOD BUCK & (BUCK WIDTH)
MAS'Y_ OPENING INSTALLATION ANCHOR
BY OTHERS
ONE BY WOOD 3/16' DIA. TAPCON
BUCK BY OTHERS \
1-1/4' MIN.
EMBEDMENT
INSTALLATION ANCHOR1
3/16" DIA. TAPCON
STUCCO
BY OTHERS SHIM REO°D.
1/4' MAX,
PERIMETER (
SEE NOTES)
CAULK
BY.OTHERS
FLANGE TYPE
WINDOW FRAME
HEADER
RIGID VINYL
GLAZING BEAD
H. (TYP.) GLASS
DOW (TYP_) (SEE NOTES)
IHT)
CAULK BETWEEN WINDOW
FLANGE & PRECAST SILL
W/ VULKEM 116 ADHESIVE
CAULK, OR APRV'D. EQL,
PERIMETER
CAULK
BY OTHERS
9
B.H.
BUCK
HEIGHT)
FLANGE TYPE
WINDOW FRAME
SILL
PRECAST SILL q
BY OTHERS
NOTES SECTION A —A
1) SHIM AS REQ'O. AT EACH INSTALLATION ANCHOR. MAX, ALLOWABLE
SHIRR STACK TO BE 1/4". D
2) WINDOW FRAMEMATERIAL: ALUMINUM ALLOY 6063.
3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH_ TO ACHIEVE
MIN. EMBEDMENT OF 1-1/4— INTO MASONRY OR CONCRETE.
4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD
JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH
VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL.
5) USE SLICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H,
EXTERIOR OF WINDOW FLANGE- F
6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE
ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE
APPROPRIATE DESIGN PRESSURE REQ'D,
7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM
E13M GLASS CHARTS.
8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H
WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE
EXTERIOR ELEVATION AS A KEY_
9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON
ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH.
TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK_
10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN, THIS
PRINT ALSO APPLIES TO THE. FLORIDA EXTRUDERS 1500 AND 2 ELEVATIONSZFJES- LE HUNGS_
SHIM AS REO'D.
1/4" MAX.
RIGID VINYL (SEE NOTES)
GLAZING BEAD
TYPJ
GLASS _
TYP.)(SEE NOTES)
FLANGE TYPE
WINDOW FRAME
JAMB CAULK BETWEEN
WINDOW FLANGE
WOOD BUCK
SECTION B—B
W.,
1 1) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A
STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF
VIEWEDSUFFICIENTLENGTHTOACHIEVE1-3/8" MIN. EMBEDMENT AT VIE E D FROM EXTERIOR
ALL INSTALLATION FASTENER LOCATIONS_
I
PERIMETER
CAULK —J
BY OTHERS
CAULK BETWEEN
WOOD BUCK &
MAS'Y, OPENING,
BY OTHERS
CONCRETE OR
MASONRY OPENING
BY OTHERS
1-1/4- MIRI.
EMBEDMENT
I
0
HERS
17
m
w
TAPCON LOCATION CHART
CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB
SIZE SIZE 30PsF TO 40PSF 41 PsF TO 70PSF 30PsF TO 40PSF 41 PsF TO 70PsF
12 18 i/8 X 25 8 8 F•G
F,G
F.G
F,G
I3 1/8 X 37 3/e 6 B
F,G F,G
14 18 1/8 X 49 5/8 B B
F,G F,G
145 18 I/8 X 55 1/4 8 8
F,G F,G
15 I8 1/8 X 52
71
8
8
B
8 F,G F,GH,d
16 18 1/8 x
8 F,G F,G,J,K
17 18 1 8 X 83
8 8 F,G F•G
1H2 25 1/2 X 25
8 F,G F,G
IH3 25 1/2 X 37 3/8 8
F,G F,GH I
1 H4 25 1/2 X 49 5/8 8 8
8 F,G F,G,H,1
IH45 25 1/2 X 55 1/4 8
F,G F,G,H,d
I H5 25 1/2 X 62 8 6
8 F,G F.GH„I
1H6
IH7
25 1/2 X 71
25 1/2 X 83
8
8 8 F,G,J.K F,GJ,K
30 1/2 x 26 29 1/2 X 25 8 8
6 F,G F,G
30 1/2 x 38 3/8 29 1/2 X 37 3/8 6
F,G F.G Ha
30 1/2 x 50 5/8 29 1/2 X 49 5/8 8 8 4
F,G F.GH,1
30 1/2 x 56 1/4 29 1/2 X 55 1/4 6 B
F,G F,G,H,1
30 1/2 x 63 29 1/2 X 62 8 B
8 F.G,H,d F.G,H,I
30 1/2 x 72 29 1/2 X 71 6
F,G.J.K F.G,J,K
30 1/2 x 84 29 1/2 X 83 8 6
22 36 X 25 13
F G
23 36 X 37 3/8
8 B F,G F,G,H,I
24 36 X 49 5/8
8 6 F,G F,G,H!
245
Z5
36 x 55 1/4
36 X 62 6 S F,GH.1 F,G,H,i
26 36 X 71 8 8 FG,H,I D,E,F,G,H.I
27 36 X 83 8 8 F.G,J K
42 x 26 41 X 25 8
B
6
8 F,G F,G,H,d
42 x 38 3/8 41 x 37 3/8
8 8 F'G F,GH,1
42 x 50 5/8 41 x 49 5/5
8 8 F,G,H,i F.G.H,i
42 x 56 1/4 41 X 55 1/4
8 8 F,G H l D,E,F,G H,1
42 x 63 41 X 62
41 x 71 8 8 F,G:H,d D,E,F,GH,I
42 x 72
41 X 83 8 B F.G,J.K F,G.Hj,J,K
42 x 84
48 x 26 47 X 25 B A,C r G
FG F.GH:i
48 x 38 3/8 47 X 37 3/8 8
6
A,C
A,C F,G F,G.H I
48 x 50 5/8 47 X 49 5/8
6 A.0 FG,H.1 F•G•H,1
48 x 56 1/4 47 X 55 1/4
47 X 62 B A,C F,G.H,I 0,E,F.G,H•1
43 x 63
72 47 X 71 6 A,C F,GH,d D.E,F,GH,I
48 x
47 X 83 R A C F G J K OEFGHIJK
48 x 84
32 52 1/8 X 25 B A,C F,G F,G
F,G,H)
33 52 1/8 X 37 3/8 8 A,C
A,C
F,G
F,G,H,d F.G.HJ
34 52 1/5 X 49 5/8
52 1/8 x 55 1/4
8
8 A,C F,G,H,1 D,E.F.G,H,I
345
35 52 1/6 X 62 8 A,C F,G,H,d D,E,F.G.H3
D.E,F,GH,I
36 52 1/8 X 71 8 A,C
A,C
FG.H.I
FG.J,K D.E,F.G J,K,J•K
37 52 1/8 x 83 8
37 SIZE NOT AVAILABLE IN Iwo OR 1500 SERIES.
IFLORINC IIA
I a FA o TITLE:
INSTALLATION DETAIL SGL,
HUNG FLANGE W I NDOA4S — SERIES 1000 , 1500 2000 DRAIN
BY: B B APPROVED OY: 1
DATE:
1 Q/(91Q I s ALE: NT S Dwc_: ELEX0016 areas-
n au. aunnitrT x. APPvU-AT{nf4 F%-r,'.tts,7F G. INC- 250 INTER TIO PKY_, SUITE 250. HEATmRo m FLG 32746- PHONE 8 0. 4075-0365 FAX 4,0 8ti5-+3366 IN
10' C" " H.
JA I A ,
P-
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A P It N, G s I'M s
ALXNT
SMS
HON 'Pk'
X E //i6 X 1/8
48 x 1123,
L_ SEALAN7 :K-T WEEN' WINIJOVFLANGESMULLION
X
11-1/2' SELF A,
FF 17 N G S MS' I
X 4 X /8 TUP
IIE MULLHIN 1=
1 S'K JAMB !,-:
yp", 2
X 1/2 SFLF TAPPiNG
SPAS L
SEALAPIT BETwr-EN ifpalFLANESMULLION8
X
2 SELF 7A T !,-,
x
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F
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1. " P- S F l j!
s P P i N G CM SrL-! -AIN
T T4z; M U
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1-1/2 SCL,- T M'-'
APPING Sex
i/ ls-3 - 4 L-L-r TAFPTN- SNIS
SEP—A.
NT BET-W:E-r i WINDOW 'LANG7-
S 8 x
TAP;:*-'q'
G SMS 7 JAMB <
TYP,)
1 1/
4' MIN T filer:-
N;—
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n'RE!"
jo R y A 4
3/-,
41 -
Tt A. T
y X-c'
PNA MULL rD'114 P T-
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VAPPLIES G H, EA 0; --Sr S i LL "vY H t- R 7c- X 4 Ei X
TAPPING S,'
dS SEALANT BPET'
Ltd! V-'NlJ0',,
v' FL ANGE'S KU'LLION
1 JUN
A—` ffi r-" /
A
T! 1-% VEWEE' FROM ;—:'
XTFR-30R FEB I ;
j Z2'002 14aSTALLAT-I'
LIN -ANCHOR TLaPCGN S—
R—%,
J ANCHDR TYP,' f Sil—
L CLIP 1/4'
MTN, T DONAL
ANCHQRS., %w' N -PE-QUIRED) D TE
XM.
l IRT T INTERNATIONAL, INC P I -
r-% A lu DERS L ONTill, ii SANFORD, FLORIDA TITLE: i
v Ju F L- 11 t-;— i i L-- M, T
f N s R Jr
i F 0 RE R S
SURF E CAPAC IDRAWN BY:
ROVED BY: rm
SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES
CAPAC Y CAPACITY
7 CAPACITY i CAPA I ITY CAPACIT CAPACITY
I -_ i APACITY CAPACITY t iCITYCAPACITYCAPACITY /8 4X3/8 2X4X3/81CAPACITYCAPACITY !1 CAPACITY lX4Xl/8 lX4Xl I X4X3/8 1 x
3/81 X2 7/1 5X3/ X3/8 11X2 7/16Xl/81IX2 7/16X1/8AX2 7/16X1X2X3/8 1 X: MULLJUBE TUBE MULL TUBE MULLWINDOWWINDOWIX2XI/8 4ULL;TUBE MULL TUBE MULL i
5 6 AlX2XI/8
NCHORS `TES
TSB 6ANCHORS
r,
L E MULL TUBE MULL 'TUBE MULL TUBE MULL JUBE N NCHORS TUBEMULLTUBE2ANCHORS4ANCHORS4ANCHORtCALL
i TIP -TO -TIP TUBE MULL TU13E MUL 4 ANCHORS j,F SECT. A- 4
ANCH i SECT. A -A 5) SECT. A -A 5) SECT. ORS2ANCHORS4ANCHORS2ANCHORS -A(E .A(7) SECT. A SIZE
SIZE 2 ANCHORS -A 3 SECT. A-AW SECT. A- IS - 'SEC A -AL4 A -
A 1 2) SECT. AAL2h, ECT_ _A AU3 A
SECT. A -A( SECT. A SECT. 7.
72 1187.72 791-81 1187.72 692.
83 336.52 732.42 i 336.52 732-42 336.
52 Fj 12
19 1/8 X 26 336.52 732.42 740.
20 493.47 1740.20 740.20 493.47 456.46 i209.72 456.46 72
429.55 209.72 20913 .
19 1/8 X 38 3/8,209.72 317.66 j 539.12 359.41 539.12 539.12 359.41 152.
75 '177.46 152.75 193.92 14
19 1 /8 X 50 5 131.23 -i 1479.33 131.23 F
319.55 460.17 319 55 47933 194.97 1127.29 1127.29 1135.81 139.09 135.81 145
ii 9 1/8 X 56 1/4,94.13 94.13 3.03 1423.03 282-02 423.03 282.02 42 97.
48 136.64 15
19 1/8 X 63 65.97 819.21 89.21 296.
98 365.75 296.98 212.62 212.62 64.
2-7 90.09 90.09 16
19 1/8 X 72 43.49 143.49 158.81 58.81 1294.03 184.08 184.08 1131.79 131.79 39.
83 39.83 55.84 55.84 36.
45 36.45 - ---------- 17
19 1/8 X 84 '26.96 26.96 41927.
78
1927.78 7 572.
13 '262.87
i572.13 .52 .. 52 IH2 26
1/2 X 26 262.8A87 .557-41
1/
X 38
3/157.939.21 157.93 323.48 157.93 343.74 157.9.'1 1H3 5 2
35
399.53 266.35 399.53 399.53 1H4 6 1/2
X 50 5/897.25 97.25 113.20 131.51 113.20 143.71 113.20 1201.4i 353.55 393-99 13.
89 93.89 100.17
102.59 1..235.70 3.35.70 I H45 6 1/2 X
56 1/4,69.43 69.43 _ 207.10 1310.65 1310.65 I oc. ).34 -.207.10 236.
83 71.58 88.01 65.51165.51 71.581H5261/2 X
63 '48.44 148 44 1 i -,- 1217.11 267.38 6.98 165.86 165.86
i 155.44 1155.44 217.11 1 26 1/2 X 72 :
31.79 i3l.79 42.99 42.99 46.98 195.93 95.93 1133.99
133-99 1; 214.02 40.64 40.64 26.53
126.53 i 28.
99 28.99 ----------------- 1 H7 26 1/2 X
84 i 19.62 19.62 7 6 -5 i'765 0
1765 1765 510 765 12-16.751471.75 151011.3 471.75 1216.
7 471.75
1 1 F2 2 37 X
26
216.75 71.75 1216.75 - I - I I 0 1287.57 431.36
1287.57 431.36 1431.36 66.00 1122.22 11266.0
122.22 1250.32 122.2
2 23 57 X 38 3/8
1122.22 1 185.12 - ------ 1301.29 301.29 1200.86 i 301.29 200.86 151 9 1 108.37 '85.36 185.36 '99.17 185.362407X505/8
173.34 '73.34 26.64 264.64 4.98 1107.65 176.43
254.07 1176.43 17 74.98 '76.79 37
X561/4 51.
97 151 97 70.28 70.28 245 1 53.21 153.96
176.06
153.96 1230.94 1230.94 74.59 65.43 0 48.
70 53.21 25137X63 .36.
01 36.01 148.7 Li 14.76 131.61 1160.
30 1197.41 34 69 34 9 i48.62
i 48.62 14.76 26 37 X 72 23.47
i 23.47 31.74 31.74 156.97 1.29.81 ,,29.81 70.
36 170.36 119.46 i 19.46 Y21.
26b 2 1.,*2 E. 27 37 X 84 14.39
114.39 1450.85 i 676.28 676.
28 14:17 04 450.85 676.28 1191 6 417.04 191.611394.49t347.25 347.25 9
1.61 3 5533 1/
8 X 26
1191.61 417.04 3 8 2 4.14 12
1.50 347.25 1231.50 201.51 _p i __ t .. 38 -
21414 231.01 1154.01231.01
149,02 9 0 231.016.17" 33
P3 1 8X
383/a 98.38 11 6 4 00 183.09
7_ 5 76.04 .45 56.2365.4 65 3431/8 X 50
5/, 56.2-3 23 i 200.23 133.48 1200 58.10 56.71 t8l.44
1133.48 192.22 53.17 53.17 156.73
345 3 1/8 X .561/4139.32 7 111-908 1 72*63 172.63 39-32 i 35 t5.08131.60 36.
AO
36.4(0) 139.
78 39.78 148.91 155.76 T; 53" 1/8 X 6326.92 26.92 6. 53 84.77 1118.41
145.82
84.77 97.21 125.62 '2 _5.62 135.
92 35.9 2 1/8 X 72 17.34
17.34 '23.45 123.45 L 3 9 51.39 j71.7817 1.78 120.81 15.53 115.53 21.77
121.77 151.3 14.21 14.21 37 It
53 1/8 X
84 10.51 10 51 INTERNATIONAL, INC SERIES 1000 & 1500 FLANGE
VERTICAL FLORIDA
EXTRUDERS SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES p_1
ES r_Akt ft_ TnIE- ! -LL-,, r- L H04 tj - IJ H_ U T A ILLiO -ERi '
OPM
0 0 HEET 2 OF 2 s ,IFRTNOTE: A) NUMBER OFANCHORS NOTED
FOR TAPCON APPROVED BY- DPAWN BY: Ll L FASTENERS REQUIREDATEACHEND.
8) DESIGN PRESSURES GIVEN ARE FOR
1.5 x P! SCAB : DWG.- 11 PC 2 DATE: 0i ini. Em
SHIM AS RE'O'D
SEE NOTES)
CAULK BETWEEN
DOOR FLANGE
SHEATHING
STUCCO
OR SIDING
BY OTHERS
PERImETER
CAULK BY
OTHERS
kt 3
SLIDING GLASS
DOOR FRAME
SILL
s {
9
Q
A
LIBERALLY APPLY —J
CAULKING UNDER SILL
INSTALLATION ANCHOR?
8 SCREW
TWO BY WOOD
BY OTHERS
1/4' MAX.
SHIM SPACE
SLIDING GLASS
DOOR FRAME
HEAD
EMBEDMENT
4 a 1-1/4' MIN,
p
D
OR SET SILL IN BED — INSTALLATION ANCHOR
OF CONCRETE 3/16' DIA, TAPCON
SECTION A -A
0
DOOR WIDTH
SLIDING GLASS
DOOR FRAME
JAMB
TEMPERED GLASS
TYP.)
PERIMETER
CAULK BY
OTHERS
SECTION B-D
4' MAX. SHIM SPACE
TWO BY WOOD
1-1/8 MIN. BY OTHERS
EMBEDMENT ,/
I/--
SLIDING GLASS 1
HOOK STRIP
SHIM AS R£9'D.
SEE NOTES)
INSTALLATION ANCHOR
8 SCREW
CAULK BETWEEN
DOOR FLANGE
SHEATHING
STUCCO
OR SIDING
BY OTHER
EXTERIOR ELEVATION
2 PANEL DOOR SHOWN
SHEATHING
BY OTHERS
TEMPERED C
TYP.)
S SLIDING GL...
INTERLOCK
INSTALLATION ANCHOR
WOOD
RS
H[1[1K STRIP DETAIL
ULK BETWEEN
lOx STRIP &
IEATHING
MuffiRpm
1) DOOR MATERIAL ALUMINUM ALLOY 6063.
2) #8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN_ EMB£ NT
OF' i-1/8' INTO WOOD- TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF
SUFFICIENT LENGTH TO ACHIE V£ MIN_ EMBEDMENT OF 1-1/4' INTO MASONRY OR C RETE-
3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET.
4) USE SILK 'IZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS.
5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR,
6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT
LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D.
7) FOR POCKET DOOR SIZES USE CL13SEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING,
PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN.
8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS.
9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS.
10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER.
11) SHIM AS REQ'D. AT EA. SET OF INSTALLATION ANCHORS. MAX_ ALLOVABL£ SHIM STACK TO BE I/4'_
12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS
0) WHERE 'X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED
CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET.
14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION,
SECTIONS 'A —A', 'B—B' & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED
C I ATI S_
15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN_ THIS PRINT ALSO APPLIES TO
200 SERIES AND,500 SERIES. s
REV DESCRIPTION DATE III EXTRUDERS
INT. INC. FORD FL. FLUI I I
TITLE: SLIDING GLASS DOOR
INSTALLATION WITH #8 SCREWS -
DRAWN BY: BB APPROVED BY:
ATE: 12/I7/01 SCALE: NTS I YG #LI xIIa27 SH7 I t3F
DOORNOMINAL
SIZEAND
CONFIGURATION
4068 XX, OX, XO
5068 xx, Ox, xO
6068 xx, ox, X0
806e xx, ox, X0
10068 xx, Ox, xO
750-80XX' OX, XO
6080 xx, ox, xO
8()80 xx, ox, X0
I oo 8 o xx O xx 0
5()1()0 XX, OX, XO
60100 xx, OX, X0
80100 xx 0 x" XO
9063 OXO
12068 oxO
15068 OXO
9080 OXO
12080 oxO
15080 OXO
90100 DxO
120100 OXO
9068 xxx
12068 XXX
15068 XXX
9080 xxx
12080 XXX
15020 xxx
90100 xxx
120100 xxx
10068 OxxO
12068 OxxO
16068 OXX0
10080 OxxO
12080 DXXO
16080 OxxO
100100 Oxxo
120100 OXXO
160100 OxxO
0068 xxx
12068 XXXX
16068 xxxx
10080 xxxx
12080 XXXX
16080 XXX-X
jooloo xxxx
120100 XXXX
160100 xxxx
8 SCREW INSTALLATION ANCHOR CHART
DOOR
SIZE
48 X 80
60 X 80
72 X SO
96 x 80
120 X 80
60 X 96
72.X 96
96 X 96
120 X 96
60 X 120
72 X 120
96 X 120
09 1/8 x 80
145 1/8 X 80
181 1/8 x 80
109 1/8 X 96
145 1/8 X 96
181 1/8 X 96
109 1/8 X 120
145 1/8- X 120
106 5/8 x so
142 5/8 X eO
178 5/8 X 80
106 5/8 X 96
142 5/2 X 96
178 5/8 X 96
106 5/8 x 120"
142 5/8 X 120
119 5/8 x 80
143 5/8 X 80
191 5/8 X 80
X 9
143 5/8 X 96
191 5/8 X 96
119 5/8 X 120
143 5/8 X 120
191 5/8 X 120
11T-1—/4 x so
141 1/4 X 80
189 1/4 X 80
117 1/4 X 196
141 1/4 X 96
189 1/4 X 96
117 1/4 X 12-0
141 1/4 X 120
189 1/4 X 120
QUANTITIES IN HEAD & SILL
UP TO 46 PSF TO 61 PSF TO
245PSF 601 PSF 70 PSF 6
6 6 10
10 10 12
12 12 6
10
10 10 12
12 6
6 IQ
Lo— 12
12 12 14
14 14 12
12 12 14
14 14 16
16 16 12
12 12 14
14, 14 12
12 14
14 14 16
16 16 12
12 12 14
14 14 16
16 16 12
12 12 I
4 14 12
12 12 14
14 14 Is
18 18 12
12 12 14
14 14 is
18 His 12
12 12 14
14 14 is
Is 19 12
12 12 14
14 14 16
16 1612
12 12 14
14 14 16
16 1612
12 12 14
14 14 16
16 19 QUANTITIES
IN EA. JAMB UP
TO 46 PSF TO 61 PSF TO 45
PSF 60 PSF 70 PSF e
8
8 8 10
10 10 10
10 10 10
10 10 10--
10 10 12
12 12 12
12 12 12
12 12 a
10
10 10 10
10 10 10
10 10 12
12 12 12
12 12 8
8 e
8 10
10 10 10
10 10 10
10 10 12
12 12 12
12 12 10
10 10 la
10 10 12
12 12 12
12 12 12
12 12 8
10
10 10 10
10 10 10
10 10 12
12 12 12
12 12 12
12 12 QUANTITIES
IN EA. HOOK STRIP UP
TO 46 PSF TO 61 PSF TO 45
PSF 60 PSF 70 PSF 4
4 4
4 4 4
4 4 4
4 4 4
4 4 5
5 5. 5
5 5 5
5 5 5
5 5 7
6
7 8 4
4 4 4
4 4 4
4 4 5
5 5 5
5 5 5
5 5 7
7
4
4 4 4
4 4 4
4 4 5
5 5 5
5 5 5
5. 5 7
7
4
4 4 4
4 4 4
4 4 5
5
5
5 7
7
6
7 4
4 4 4
4 4 4
4 4 5
5 5 5
5 5 5
5 5 5
7 5
7 5
7 nrA EXTRUDERS
FLORIDA
INT. INSANFORD, 'FL. LE- SLIDING
GLASS DOOR INSTALLATION WITH #
8 'SCREVS ANCHOR NOTES-
QUANTITIES. 1) FOR
MASONRY OPENING \,//TWO BY WOOD BUCK USE SAME ANCHOR
lf` L /4 N -. I & 1::12
aIT IS THE INTENT THAT THESE DRANIN65 5E IN CONFORMANCE KTH THE 4,
ALL _ - .__ EaUI_ MATERIALS, PERFORMSHALLALL _ INFE__ EV OR REOUI_
THEIR, or
10NORK, 5ASIC,
KNI: SPEED = 10 M.F.H. (FASTEST MILE) WIND
IMPORTANCE F TOR = 1.0 WIND
EXF05URE CATEGORY = B APPLIGABLE
INTERNAL FRE55URE GOEFFIGIENT ; +/- O.Ib INCLUDED
IN DESIGN Y41ND LOAD) DESIGN
I^I<IND LOAD5 - WALLS = +22 , -0 PSF ROOFS = +
20 , -20 PSI= 50
FSF AT RHANGS) COVER
SHEET 1 -
FOUNDATION PLAN, FILLED CELL DIAG. 2 -
PRECAST LINTEL DIAL 3 -
PRECAST LINTEL LOAD TABLES 1 i1 f--
FLOOR
PLAN -j TRUSS
POUT i 5.
1 - STRAPPING SCHEDULE 6 -
EXTERIOR ELEVATIONS 7 -
ELECTRICAL PLAN, ELECTRICAL C RISER,
PLUMBING RISER 8 -
GEN. MOTES & TYP. CO ST. DETAILS, GABLE
END & OPENING DETAILS 0 I co
I o06
X '
I
ENGINEERED
BY: E 1 EE ! 407)
77FAX (407) ns-sa sheet PS3. BDX
161613 ALT itN d! 0MAS ,1 ANDEFtSON PEf 47319 j NoWmo O"
47 7777, 7 0 Z-
1-#11 aw cicw_ MONOLITHIC r-OVNPATION PETAILS
z varftsew SLABr
NON-5". * CPARA-6M
WrA
40'-0*
V-4- 4'-4- 4'-4-
OPT. LOCATION Alt, COW.
AV 56>06X4 COW— FAD b S X4' PA 7 10
IPATIO AV
L E Er-K)
FFMCAST 5<,D.
THRe5FOLD1. Fll
ID
C j --q
I im
4' SLAE3 "/FMETU
CVEFZ 6 KL VAPOR 5,6PJWlER
ON L C'OMFACTED
TERMITE RE51STANT TREATED
FILL OR 'REr-fMT 11' SYSTEM.
A
ii
A-1
AL t --------- ll-1
4"
A-1
I
NOTE: PoV5Lr LIWEL o na
ABLE END TfZJSS PETAIL I
L I
tW7F,CVTED CELL5 THAT CAN RESIST A 100 MJ'J4, LOAP
VESI&N KA" PRES T = 22 F5F
KAoUKH ALLoriAaLE TENSION ON HOLLON coRE LNIT5 OR EXCEW Tfe 110 MP.H. 5 SECOND &JST
IS 25 P-13-1. - kr-l. 551 TABLE IOJ LOAD RSWIRMeNTS <A im FL4,TUVA
SECTION PRIOPUZTIES f5l PATlAi-L'Tl Gfzo= WILDIN6 COME 2001 EDITION.
YiALL = -15.43' 0 STFWTLlZF:5 AC.Q
AIR KANPLER TO HAVE MIK 4' CLEARANCE
ON ALL SWES AND E,IE SPACE TO BE
15XT - -r-5.45,1 = 10.4 FT. MIN- 12' "DER THAN APPLIANCE-
4) Alr- PLATFORM 5Y EMLOM
USE V--o' HORIZ. SPACRAF, - q-4' CEILIW, MAK (FS = 13)
t6E &'-0' HORIZSPACAN& - TO IZ-V CEILIN& MAY, USE
6'-0' HORIZ. SPAC,046, - TO 18'CEII-11416 MAX, 4 ADD
LWEL rV (1) #5 CONT. 0 W-4* 6AF,
N&E VOOK [ X N 514*
ATV
r
161-
01 3•-4' L -V-4- L 5'-4' I
I
m
ro
a
4^sT 44"Ter1692 LINTEL SCHED.
LINTEL
LEWSTHNo. TYPE COMMENTS
L 1 IT-4' E FJ6-15AT ALLIED LINTEL: A-45
L 2 T-6. Fib-IBAT ALLHE,LWE!Lz A-5
L 3 tW16-15AT ALUED LINTF-LA-5 L
4 4--6' eiFlb-OBAT ALLIED UNTELA--3 5FI6-05AT
ALLIED LINTI-=L, A-3 L 6
aFI&-fBAT ALLIED LIN77EI- A--5 L 1
44,' 5H&--05AT ALLIED Lfl4TZ-=Li A--3 4'-6-
efqb-OBAT ALLIED UNTEL3 A-3 L 11
4'-b' eFib-OBAT IMi, A-5 mm— F-MariMmm
OFT. LOCATtON
A/r, . VV S6X3&
X4 COW— FAV L-1
9 LINTEL
PLAN
t" V41r7 - Id-1kdby- stmet ov /
255
2
8" PRECAST & PRESTRE5SED U-UNTELS 8" PRECAST & PRESTRESSED U-LINTELIAar '-:T-CRETE SAFE LOAD TABLES
aa&aw.— 11 FOR GRAVITY, UPLIFT & LATERAL LOADI
2
5 1c 9-%- 3000 P;,;
1:= 4,
1-1001.
5. 4 i pex AST M
cW60. Field r ASTM A6I5 &R40 or CRba.
0soj cnd lear ASTM A416 grzidestr
r
M or 5,
ENERAL NOTES
1, f-rovksv MI mortcr hood end bad Jo .
2,5hora filled lkte4* ce reTjlred.
3. its =f 1=1 Iq Mch the archlt,>,-hrol
4, L&te'5 ere mavAcv-tvred
to"t,01 =, %,,WL -ontdcj-sat 1',-
5 Alt Iftels meat or exceed 1-1560 vortlool daf=xcopt Mtels
11 height 8" moot or exceed L/te o,
t, I, at the bottom
of1.
the %-&&I 4,a4ttg,
VS2' chometer Yore st"s ore naldad to the bottom steel for
m0awfdoal ayAoraga.
t-ln-j;ltac aate be provided h) ctmposta Untel In llau
of
gj-5k-.droraAt55grd on rat lo dusky --" per
1,5
SAFE LOAD TABLE NOTES
1. Ali vaon 4' be, kx Safe loo4b for Willed lk"
Is rrv&t be redxed by 20% 1? b" ku4h Is 6-V2*. safe
tocxls for all recessed 10tels d on 5' nomhal bem-kiq- 2.
NK = Not Rated. 3.
5aPe, foods are total stjpoltoNobfea load on the section spacTled. 4. 5ae
loads based on grade 40 or grode 60 field rebcw- 5, i
toteral tbj cab be obtak,ed by the, des kyw bg prov" addlonal
reWorced masonry above Uprecast lintel. 6, One *-I
rebor be 5vb5tftvte1j for tKo 45 robc" In 6' lk"Is 7, des 4wr
eve at-.d toads from the safe toadtobtes b9 -t-latingthe
moxwxrn resisthq at dfrom the face of stpport- 5,
ForZ=)te lintel
not sho, use safe load from next lor4er height. vc i. Ali in
untspoLndsperlinearfoot. t, ---- . -- ., I -" PT=Mlt-'
E VALUE
BY 15% FOR &RAL>E 40 FIELD RE5AR I 1pwiamr NM 05
PEBARATTOP
F = FILLED WITH GROUT / U = UNFILLED MftL (1) REQ1F-> QUANTITY
OF 05 REBAP, AT 1-1/2' CLEAR
F BOTTOM OF UNTEL CAvITY 1-u F16-5/
1TaJ CO NOMNAL URDTH -
j
j LQUANTITY OF 45 Z faROUT NOMINAL I-EtG44T
BAR AT TOP 95 REBAR AT BOTTOM
OF LINTEL CAVITY AcTu
L CM REwr-
0Ff--1W-
3 F-,R>E6IN
LITTML CV ES) 5" NOMINAL
UDTH TT
rE It---,/E
5 1 C==; N A T I N E VALUE ElY 25%
FOR 6RAPE 40 FIELD REBAR I NOTES: I ALLI ED
LINTEL TArBLES MATERIALS 4 INSTALLATION 1.
rabor Im pr
1cAbO per ASTM A615 Z reber In poured
per A5-TM A&M 5- M for =tw = =
400opsi 4. M for -300cp-
I 5- a-rets volts
per A57M C-40 no H or 5
6. =Tg r, N
PE.,
bq; Pich—
d puddh, 5,yne" hv-.
1. e ail fte
lIntab 4' Oz- a,. all "wrpos" beans
catvlotod wth 105 a top of b,
f4' 10, all fper
ftoot
11. for rot Usted --,e nextinqer
fcr0 k7od FIELD F-SIBAR J
A, 15 CiR
40 COl1G1;!E
I= FILL 4 FIELD FEBAR
CiR 40 A U
GRAVITY SAFE LOAD
TABLE FOR
8'
CONCRETE U" L - It9JU Ill LINTEL NO, LEN I.WUNFILLED
8'
X8" FILLED 8'X12" FILLF0a -ills" FUMrX20' FUED 8"X24" fILLEO 8'X23' MED
8"X32' FILIEDstg A-1v 6544 625710125 12000
12000 12000 12000 12000 A-2 3'6° 363e 555e 5251
13552 114-40 12000 U000 12000 A-5 4W 20e4 J914 3561 4616
6186 7264 5601 9424 A-4 siv 1125 foglo 1510 24eO
540 4651 5350 A--5 M. 402 fO 1544 2542
52q4 402q 4190 5522 A-6 1414, 656 636 1412 1534
M" 2436 2S0-2 5346 A-1 11". 4&q 485 547
ll-70 1522 051 1 2556 A-8 114' 502 612 1175 M50
2002 2455 2-M 55M A-,q 421 4ab 100 1224 1604
M& 2560 2121 A-10 15W 1-15 4f9 174
1055 Im W42 2024 2541 N A-11 14'o, 542 573 bqo
1456 1253 20,11 0) A-12 14'5' 50S 534 610
542 1 W0 1552 1624 15-71 A-15 IT4' 272 255 436 611 1
aot5 W flee 1--w A-14 W4' 250 345 416 SSo 1438
14de 95 I-W if 565 475 184 1 t052 eoo 1510 leaf
t ALLIED UEUFT AND LATERAL SAFE LOADS FOR
8- I 5/0-ACTU41-
40'-0'
OFT- LOCAVON Alr- C4U YV
36X 6XI COW- PAD 1p'5Xb'QX4" PATIO LEIIE
FATIO W 25
5H r-) 25 SH f+22Y -24) iE
Alr-
C,0N0- Yv
COW-
PAD 9
a
1)
ELeVATIONWSHOHN; SEE PARTIAL PLANS ON
SHEB-7 'A-W'POR ELEV-V C+iAN&ES, 2)
ALL INTERJOR Y$44.LS TO EH:- 5-1/2' tRA-ESS NOTED
OTHMRKSE 5)
ALL STRUCTMAL HOOD W-Annl;* TO eE V'
OteLM 27XIO' L*lLMSS NOTED OTI-EP-9VSE- 4)
SEE FOATION PLAN FOR FILLED C,ELL
LOCATION5, 5) A-
JR. HANDLER TO HAVE KH. 4' CLEARANCE ON ALL
SIDES AND ENC4.05URE -;PACE TO 5r-- MIK 12'
YOVER THAN APPLIANCE, 6) AO
PLATMPRM 5Y BLUMM t) A'
Wl-- Age-r-ESS TO ME Elfg-Zl I-A3=1- -1 ; fi fLAT/l-
AFJ--
T BATH C445. 5'0
FLAT/VINYL i7 SAE. GREAT
F.OG
CL& o 5'
0 Fl.,- r/ZAf T-p- iS
BATH #:2
T
CL& 0 !"
0 FLAT/CAFU-ET .La. @ $o FLAT,14MYL TP 10 51FOLD
I'
2§- ab,a aria
All- M.
T.
LWT Z- !NBLLA
STLV (
Typ) CA.*.
0 FiAS
tGCATep +2L/ -
an
ENTRY 4, -
CAR
CAA
C.L.S.
a V0 FLAT/ C.OW-. cL6 g VO fl-ATICAJ E LC<fK
BOTTOM c,H0R13,5
48' O.C. LINTEL WOXTO O.
H.
CAK VR- T-0. W-
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A ?dETA18 CONCRETE STRAP SBCCI 9603 1 14 10dx1.5",(2)piy 10-16d - 1500 1495
HURRICANE CLIP NER 393,422,432 4--8d 4-8d 1485 455 265
C - MTS16 TV iST TIE NER 413 14-10d 3116 1000 _ 860 -
D l_STA30 STRAP TIE NER 413, 443 22--10d ---- - - - -- -- 1670 1670
E HUS26 SINGLE FA(-E MOUNT HANGER NER 393 14-16d & 6- 16d 10000 1550 111(3
HUS26--2 DOUBLE FACE MOUNT HANGER NER 393 4-16d & 4-16d 8033 1080 775
L MBHA3.56/7.25 MASONRU HANGER; 8" SBCCi 9603 18-10d, (2) AIR 3/40 x 8" 5955 1885 1355
MIT MBHA3.56 9.25 MASONRY HANGER 9.25 - SBCCI 9603 14-10d> 2 AIR 34"0 x 8" 6050 3145 2260
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Q EiD8A HOLDOWN TO .3" WOOD NER 393,469 33 7/8"0 A.B. 28667 6465 4650
SPIT TOP PLAT ANCHORS 4X - - NER 432,443,499 6-1 Cd x 1.5 291 7 735 530
R SP6 TOP PLATE ANCHOR 6X NER 432,443,499 6-10d x 1.5" 2917 73.5 530 -
X HGT-2 HEAVY GIRDER TIE DOWN NER 4.32 8--10d & 3 4"0 or LBP S 8"0 28333 8665 6485 --
AA BC4 POST ANCHOR & OAP 4x4 NER 421 3-16d & 3-16d 3100 980ia100s
BQ-_ _ BC6 POST ANCHOR & CAP 6x6 NER 421 6-16d & 6-16d 4700 1050 750 - V
CC BC46 POST ANCHOR &, CAP 4x6 NER 421 6---16d & 3 16d 3100 980 700
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L-_ HHETA20 CONCRETE STRAP NER 393,469__- Jjh 17-10dx1.5", 1y15--16d 2130_ 186C7
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