HomeMy WebLinkAbout161 Bristol Forest Trl - BR03-001822 - SFRCONTRACTOR
ADDRESS
PHONE NUMBER
Centex Homes
385 Douglas Ave., Ste 2000
Altamonte Springs, FL 32714
407-661-2176
CGC 049689
FL'ROPERTY 'vim
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
d
SUBDIVISION CAL&
PERMIT # C - a a DATE
PERMIT DESCRIPTION U-12—
oU
PERMIT VALUATION'-) \ :Sb'A
SQUARE FOOTAGE r
CERTIFICATE OF OCCUPANCY / COMPLETION
r. l
This is to certify that the building located at
161 BRISTOL FOREST TR for
which permit 03-00001822 has heretofore been issued on 5/29/03
has been completed according to plans and specifications filed in the
office of the Buildi g Off icial rior to the issuance of said building
permit, to wit as e4A) S, rv,1 C complies with all the
building, plumbing, electri al, zonilng and subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL Subdivision Regulations Apply: Yes
DATE APPROVAL DATE
BUILDING: FIRE:
Finaled Inspected
ZONING:
Inspected
UTILITIES:
Water Sewer
Lines In D ` f (lGu Lines In
Meter Sewer
Set Tap
Reclaimed
Water
ENGINEERING:
Street
Drainage Paved
Maintenance
Bond
PUBLIC WORKS:
Street
Name Street
Signs U d n Lights
Storm
Sewer Driveway
Street
Work
FEES PAID
DESCRIPTION DATE AMOUNT
WATER -SEWER IMPACT FEES
01-APPLCTN FEE -ELECTRIC 6/18/03 10.00
01-APPLCTN FEE -BUILDING 5/29/03 10.00
01-APPLCTN FEE -MECHANIC 7/17/03 10.00
01-APPLCTN FEE -PLUMBING 6/16/03 10.00
02-ENGNG DEVLPMT FEES 5/29/03 10.00
01-FIRE IMPACT - RESIDENT 5/29/03 59.27
01-LIBRARY IMPACT FEE 5/29/03 54.00
01-OPEN SPACE 5/29/03 279.61
No
APPROVAL
PAGE: 2
CERTIFICATE OF OCCUPANCY / COMPLETION
I
This is to certify that the building located at,
161 BRISTOL FOREST TR for
which permit 03-00001822 has heretofore been issued on 5/29/03
has been completed according to plans and specifications filed in the
office of the Building Official prior to the issuance of said building
permit, to wit as complies with all the
building, plumbing, electrical, zoning and subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL Subdivision Regulations Apply: Yes No
01-PLAN ALTERATIONS 6/10/03 35.00
01-POLICE IMPACT - RESID 5/29/03 91.93
01-RADON GAS 'PAX FEE 5/29/03 10.10
01-ROAD IMPACT FEES 5/29/03 847.00
01-RECOVERY FD/CERT. PGM. 5/29/03 10.10
01-SCHOOL IMPACT FEE 5/29/03 1384.00
WD IMPACT:SINGLE FAMILY 5/29/03 650.00
SD IMPACT:SINGLE FAMILY 5/29/03 1700.00
0,0-A - ",J4 un N 10(c
I t
OWNER BUILVING OFFICIAL / DATE
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE: \ 0
PERMIT #: bj ; \ a
ADDRESS:
CONTRACTOR:
PHONE #: L\c y
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.
io/f3/03
ngineeringire Public
Works oning Utilities
icensirng C\ CONDITIONS: (
TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
ro
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE**** =1 X
DATE: ~ '
0: ' 1
PERMIT #: ti 1 "
c721
cc'°'
ADDRESS:
N c ® py
q094 C
v u a o
CONTRACTOR: "4 W A.
off
PHONE #:
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering ire(
Public Wor oning,/ 1
ti icensirg f\
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE: 10 -'`2'
PERMIT #:
ADDRESS:
61- \ (s a
CONTRACTOR:
PHONE #: (y
c6 3 l da
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. 0. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering ire n 1
4ra o
ublic Worms oning
Utilities icensing I
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
1;
O.M.B. No. 3067-0077
Expires December 31, 200°
For Insurance Company Use:
BUILDING OWNER'S NAME Policy Number
CENTEX HOMES
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
161 BRISTOL FOREST TRAIL
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 62, PRESERVE @ LAKE MONROE
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):
N' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other:
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
81. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME B3. STATE
SEMINOLE COUNTY 120294 SEMINOLE FLORIDA
t-tUtKAL tMtK1 itNUT IVIANAGtMtN I AUlzNUY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION- CERTIFICATE
Important: Read the instructions on pages 1. - 7.
SECTION A - PROPERTY OWNER INFORMATION
B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FL001YELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding)
1202940035 E 4/17/95 4/17AJ5 X NIA
btu. Indicate Erie source or the base Hood Elevation (brt) data orbase flood depth entered in 89.
FIS Profile 0 FIRM Community Determined Other (Describe):
r 811. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): —
812. Is the building located in a Coastal Barrier Resources System (CBRS) area a 0therwise 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
Anew Elevation Certificate willbe 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. Ifno diagram
accurately represents the building, provide a sketch or photograph.) !
C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, ARIA0
Complete Items C3: ai below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from the datum used fdr the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum Conversion/Comments
Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No
o a) Top of bottom floor(induding basement orenclosure) 14. 7 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 d) Attached garage (top of slab) 14. 4 ft.(m)
00
E 1
o e) Lowest elevation of machinery and/or equipmerif W M
servicing the building (Describe in a Comments area). 14.1 ft.(m) E ro
o f) Lowest adjacent (finished) grade (LAG) 12.1 ft.(m) Z
o g) Highest adjacent (finished) grade (HAG) 14. 5 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 by law to certify elevation information.
I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available,
1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. I
CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 ' i
i
TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC.
ADDRESS
320 E. SOUT
SIGNATURE
FEMA Form 81-31, January 2003
CITY
ORLANDO
DATE
10/8103
See reverse side for continuation.
STATE ZIP CODE
FL 32803
407) 426-7979
Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section Q ForInsurance Company use:
BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.
161 BRISTOL FOREST TRAIL
Poliiy Number
F
CITY . STATE ZIP CODE
SANFORD FL 32771
Company NAIC Number
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. I
COMMENTS
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL;
MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT
Check here ifattachments .
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
ForZone AO and ZoneA (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting information for a LOMA
Section C must be completed.
E1. Building Diagram Number _(Select the building diagram most similar to the building forwhich this certificate is being completed — see pages 6 and 7. If
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest
natural grade, if available).
E3. For Building Diagrams 6$ with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the
grade. Complete items C3.h and C3.i on front of form.
E4. The top of the platform of machinery and/or equipmentservicing the building is _ ft.(m) _in.(crn) above or O below (check one) the highesL4acent
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
Yes No Unknown. The local official must certify this information in. Section G.
or LOMR-F,
no diagram accurately
adjacent grade. (Use
highest adjacent
grade. (Use
ordinance?
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 FEMA
issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge.
ssued or community -
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE.. ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
Check
I
here if attachments
I SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who isauthorized by laworordinance to administer the community's floodplain managementordinance can complete Sections A, B, C (or
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, orarchi
orlocal 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 orcommunityassued BFE) or Zone A0.
G3. The following information (Items G4-G9) is provided for community floodplain management purposes.
I ), and G ofthis Elevation
who is authorized by state
G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/ iCUPANCY 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:. _. _tt,(m)
G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m)
Datum: _
Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS I
i
Check here ifattachments
FEMA Form 81-31, January 2003 Replaces all previous editions
r
PLAT OF SURVEY'
DESCRIPTION: (AS FURNISHED)
LOT 62, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62; PAGES 12-15 'OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
w QL NOTE:
iJ THE FINISHED FLOOR ELEVATION OF THIS
G STRUCTURE MEETS OR EXCEEDS THE
O Gj THE REQUIREMENTS SET FORTH IN THE
CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). Pt
SSo
J,l1
O
of
o, * qc4- sss 9j
30. \ OFFS S 1J.59
GRAPHIC SCALE -
6 15 30 _ 12.1
SO
ti
05
01
LOT 61 ,°`p yGp ry `
FS
1 \
Ah . O
PI
p C'O O coflT eOe(e R
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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 01-1-03, UNLESS OTHERWISE -
SHOWN.
3. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD. WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
5. NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL
NO 120294 0035 E DATED 4/17/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X,
AREA OUTSIDE 100 YEAR FLOOD PLANE
ELEVATIONS -SHOWN HEREON ARE BASED ON SEMINOLE COUNTY
VERTICAL CONTROL AS FURNISHED.
BEARINGS SHOWN HEREON ARE BASED ON
THE NORTHERLY LINE OF LOT 62
BEING S 54'23'11" E PER PLAT.
FIELD DATE:) 6/6/03 REVISED:
SCALE: 1" = 30 FEET
APPROVED BY: WRM CFINAL10-7-03 CKB
FORMBOARD 06-13-03 CKBASM39676JOBN0. CER
PLOT PLAN 04-01-03 CKB
DRAWN BY: LOT FIT 12-12-02 CKB
AA
vj•
2~
SO.
h LOT 63
b. o
CERTIFIED TO AND FOR THE
EXCLUSIVE USE OF:
COMMERCE TITLE COMPANY
COMMERCE TITLE INSURANCE COMPANY
CTX MORTGAGE COMPANY, LLC
LEGEND D AND CAPOLBDN682"(10/07/03)
IRON
BUILDING SETBACK LINE '
CENTERLINE FND NAIL AND DISC
LB N66 (10/07/03) RIGHT OF WAYR LINE
EXISTING ELEVATION FND 1/2" IRON ROD AND CAPQL3'N6393 (10/07/03)
O.,CONCRETE CNA CORNERNOT ACCESSIBLE 6
DENOTES DELTA ANGLE - LB
LAND SURVEYING BUSINESS _ L DENOTESARCLENGTH LS LANDSURVEYORC.B. DENOTES CHORD BEARING PRM PERMANENT
REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE- PCP PERMANENTCONTROLPOINTPIDENOTESPOINTOFINTERSECTIONM) PER
PLAT -
PRC DENOTES POINT OF REVERSE CURVATURE FND MEASURED
FOUND PTDENOTES
POINT OF TANGENCY TYP TYPICAL -
C/W
CONCRETE WALK A/C AIR CONDITIONER - S/WCPSIDEWALK
PAD
COW:
CONCRETE BLOCK WALL CS CONCRETE
CONCRETE SLABRP RADIUS POltJT. C CHORD
LENGTH OHU OVERHEAD UTILITY LINE PK PARKER
KALON ID IDENTIFICATION R RADIUS
POL POINT -0N LINE POC POINT
OF CURVE PCC POINT OF COMPOUND CURVE I HEREBY
CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT
TO THE SURVEYOR'S NOTES CONTAINED HEREON
MEETS THE APPLICABLE MINIMUM' TECHNICAL
STANDARDS" SET FORTH . BY THE
FLORIDA BOARD OF' PROFESSIONAL SURVEYORS AND
MAPPERS IN CHAPTER 61G17-6,
FLORIDA ADMINISTRATIVE CODE PURSUANT TO
CHAPTER 472.027, FLORIDA, STATUTES. AN
SURVEYING &
MAPPINGJ FOR ION OF
AUTHORIZATION NUMBER L896393 ' THE EAST SOUTH
STREET, SUITE`180 t FIRM ORLANDO, FLORIDA
32801 (407)
426-7979 WILL AM R. MUSCATEL 0 JR. PSM#4 2 1 DATE
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 62, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
w
J NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE
O Gj THE REQUIREMENTS SET FORTH IN THE i
Q CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). PI
c
OF
44 \ \
4"
1"30' O S
CRAPIiIC SCALE
6 15 - 30 12.1
4'..
SO• by . G !y G ;
J VO ? C 4r ooaa ss\
cO YFq`sF OO
O p qY
iYv
lot+ P / N ` LOT 61 •,;o
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04qiy • 4c OcF +
0.
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0 • Gry
P
A` 14..0 _ PATIO LOT 63
14.5
0.
susOT
SA • S°Fr6' bA, 2
r&Ao(o Rq CERTIFIED TO AND FOR THE
ql44, S _ EXCLUSIVE USE OF:
pFR rq O COMMERCE TITLE INSURANCE COMPANYFQCOMMERCETITLECOMPANY
Thsc4.j/, O CTX MORTGAGE COMPANY, LLC
NOTE:
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY s
INCONSISTENCIES HAVE BEEN NOTED ON THE LEGEND Q egssZ(lojo7jo3j AND CAPSURVEY, IF ANY,
BUILDING SETBACK LINE
2 PROPERTY CORNERS SHOWN HEREON WERE — CENTERLINE FND NAIL AND DISC
SET/FOUND ON 01-1-03, UNLESS OTHERWISE — — RIGHT OF WAY LINE LB q6a (10/07/03)
SHOWN, - - - - 14.64 EXISTING ELEVATION O, FND 1/2" IRON ROD AND CAP
LB #6393 (10/07/03) - -
3. THE SURVEYOR HAS NOT ABSTRACTED THE 0 CONCRETE CNA CORNER NOT ACCESSIBLE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LB LAND SURVEYING BUSINESS
A DENOTES DELTA ANGLE
WAY, RESTRICTIONS OF RECORD WHICH MAY LS LAND SURVEYOR L DENOTES ARC LENGTH
C.B. DENOTES CHORD BEARINGPRMPERMANENTREFERENCEMONUMENTAFFECTTHETITLEORUSEOFTHELAND. PC DENOTES POINT OF CURVATUREPCPPERMANENTCONTROLPOINTPI : DENOTES POINT OF. INTERSECTIONP) PER PLAT PRC DENOTES POINT OF REVERSE CUPVA-1— 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN (M) MEASURED PT DENOTES POINT OF TANGENCY
LOCATED EXCEPT AS SHOWN. FND FOUND TYP TYPICALC/W CONCRETE WALK A/C AIR CONDITIONER
5. NOT VALID WITHOUT THE SIGNATURE AND THE CP ONCREE PAD COW CONCRETE BLOCK WALL
CS CONCRETE SLAB RP - RADIUS POINT _ ORIGINAL RAISED SEAL OF A FLORIDA LICENSED C CHORD LENGTH CHU OVERHEAD UTILITY LINE
SURVEYOR AND MAPPER. PK PARKER KALON ID IDENTIFICATION
R RADIUS POL POINT ON LINE - ?
POC POINT OF CURVE PCC POINT -0F COMPOUND CURVE
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL I HEREBY CERTIFY, THAT THIS BOUNDARY
NO 120294 0035 E DATED 4/17/95 AND FOUND SURVEY, SUBJECT TO THE SURVEYOR'S NOTES
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, h CONTAINED HEREON MEETS THE APPLICABLE
AREA OUTSIDE 100 YEAR FLOOD PLANE "MINIMUM TECHNICAL STANDARDS" SET FORTH
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY - _ BY THE FLORIDA BOARD OF PROFESSIONAL
VERTICAL CONTROL AS FURNISHED.« SURVEYORS AND MAPPERS IN CHAPTER
HEARINGS SHOWN HEREON ARE BASED ON 7 61G17-6, FLORIDA ADMINISTRATIVE CODE
THE NORTHERLY LINE OF LOT 62 PURSUANT. TO, -CHAPTER 472.027. FLORIDA
BEING S 54'23'11" E PER PLAT. STATUTES.
FIELD DATE:) 6/6/03 REVISED: Lo
SCALE: 1 = 30 FEET
APPROVED BY: WRM FINAL 10-7-03 CKB AMERICAN SURVEYING & MAPPING
ASM39676 FORMBOARD 06-13-03 CKB CERTIFICATION OF AUTHORIZATION NUMBER L8a6393LORIDAgitTHEI
JOB NO. 320 EAST SOUTH STREET, SUITE 180PLOTPLAN04-01-03 CKB 1 FIRM
PRAWN BY: LOT FIT 12-12-02 CKB 01 (40, F426-73280t (407) 426-7979 WILL AM R. M SCATEL Po JR: PSM#4 28 DATE R
FEDERAL EMERGENCY MANAGEMENT AGENCY. O.M.B. No. 3067-0077NATIONALFLOODINSURANCEPROGRAMExpiresDecember31, 200° p
ELEVATION CERTIFICATE
Important: Read the instructions on pages I.7.
SECTION A • PROPERTY OWNER INFORMATIONFor Insurance Company Use: BUILDING
OWNER'S NAME Policy Number CENTEX
HOMES ; BUILDING
STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number E'
161 BRISTOL FOREST TRAIL CITY
STATE ZIP CODE SANFORD
FL 32771 PROPERTY
DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description,.etc.) LOT
62, PRESERVE @ LAKE MONROE t BUILDING
USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments area; if necessary.) RESIDENTIAL
LATITUDE/
LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): ii#.##
or ##:#####I NAD 1927 NAD 1983 USGS Quad Map Other: SECTION
B • FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81.
NFIP COMMUNITYNAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE _ SEMINOLE
COUNTY 120294 SEMINOLE FLORIDA B4.
MAP ANDPANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) B10.
Indicate the source of the Base Flood Elevation (BFE) data or baseflooddepth entered in B9. ElFIS
Profile ® FIRM Community Determined ElOther (Describe): B11.
Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 ElOther (Describe): B12.
Is the building located in a Coastal Barrier Resources System (CBRS)'area or OtherwiseProtected Area (OPA)? ElYes. ® 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 I (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; AR/A1 A30, AR/AH, AR(A0 Complete
Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from thedatum used for the BFE in a
Section B, convert the datum to thatused for the BFE. Show field measurements anddatum conversion calculation. Use the space provided or theComments area of Section
D or Section G, as appropriate, to document the datum conversion. s
Datum Conversion/Comments NUMBER
65. SUFFIX 66. FIRM INDEX DATE EFFECTIVEIREVISEDbATE 88. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940035E41171954117195XNIAElevation
reference mark used _Does the elevation reference markused appear on the FIRM? [:]Yes ®No o,
a) Top of bottom floor {including basement or enclosure) 14. 7 ft.(m) o
b) Top of next higher floor NIA A(m) o
c) Bottom of lowest horizontal structural member (V zones only) N/A. -ft.(m) N Z5 a
od) Attached garage (top of slab) 14. 4 ft.(m) E o
e) Lowest elevation of machinery and/or equipment w i0 servicing
the building (Describe in a Comments area) 14.1 fl.(m) E o
f) Lowest adjacent (finished) grade (LAG) 12 :1 ft•(m) z' .0i og) Highest adjacent (finished) grade (HAG) 14. 5 ft.(m), ioh) No. of permanent openings (flood vents) within 1 ft.above adjacent grade 0 o
i) Total area of all permanentOpenings (flood vents) in C3.h 0 sq. in. (sq. cm)) SECTION D •
SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification
is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to -certify elevation information. 1 certify
that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand
that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME:
WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL
LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY
STATE ZIP CODE 320 E. SOUT S EA n.TE. rg ORLANDO FL 32803 SIGNATURE DATE
TELEPHONE 1018103 (407)
426-7979. FEMA Form
81-31, January 2008 See reverse side for continuation. Replaces all previous editions o i)
Total area of all permanentOpenings (flood vents) in C3.h 0 sq. in. (sq. cm)) SECTION D • SURVEYOR,
ENGINEER, OR ARCHITECT CERTIFICATION This certification is
to be signed and sealed by a land surveyor, engineer, or architect authorized by law to -certify elevation information. 1 certify that
the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that
any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM
R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND
SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE
ZIP CODE 320 E. SOUTSEAn.TE. rg ORLANDO FL 32803 SIGNATURE DATE TELEPHONE
1018103 (407) 426-
7979. FEMA Form 81-
31, January 2008 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company use:
BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.
161 BRISTOL FOREST TRAIL
Policy Number
CITY STATE ZIP CODE
SANFORD FL .32771
Com ny NAIC Number
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
COMMENTS
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL;
MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA
Section C must be completed.
E1. Building Diagram Number —(Select the building diagram most similarto the building forwhich this certificate is being completed —see pages 6 and 7. If
represents the building, provide a sketch or photograph.)
E2. The top ofthe bottom floor (includingbasement or enclosure) of the building is _ %(m) _in.(cm) above or below (check one) the highest
natural grade, ifavailable).
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
grade. Complete items C3.h and C3.i on frontof form:
E4. The top ofthe platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent
natural grade, ifavailable).
E5. For Zone AO only: If no flood depth number is available, is.the top ofthe bottom floor elevated in accordance with the community's floodplain management
Yes No Unknown. The local official must certify this information in Section G.
or LOMR-F,
no diagram accurately
adjacent grade. (Use
highest adjacent
grade. (Use
ordinance?
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAAssued
issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and Eare correct to the best ofmy knowledge.
or community -
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
I
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
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
or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued orcommunity4ssued BFE) orZoneAO:
G3. The following information (Items G4-G9) is provided forcommunityfloodplain management purposes.
E), and G of this Elevation
who is authorized by state
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 ofas -built lowestfloor (including basement) of the building is: — _ft.(m)
G9. BFE or (inZone AO) depth of flooding at the building site is: — _ ft,(m)
Datum:
Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
Check here ifattachments
FEMA Form 81-31, January 2003 Replaces all previous editions
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED) `
LOT 62, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
C4 Q/ NOTE:
Q J THE FINISHED FLOOR ELEVATION OF THIS'
4 i G STRUCTURE MEETS OR EXCEEDS THE .
SET FORTH IN TE
PTHE
RECITY OFOSANFORDSCODECHAPTER6HSEC. 6-7(A). C
q}, \ -
F
p/c 'r S hrw
q0 "
lr GRAPHIC
SOCALE- 0
15 30 - - i2.i:.vQ• .. . c
i SO
LOT
61 A4 <,) P1 F
1 bs° Jay ! 13 oelf T°p Shf6e1- oqn0F(CC 01r P
P
A`
14.0 _ SPA LOT 63 14.
5 sn
s
sOT 6 1 h/ o >> '•
Qq CO
ol
olNOTE:
1
ALL DIRECTIONS ANDDISTANCES HAVE BEEN
FIELD VERIFIED AND ANY INCONSISTENCIES
HAVE BEEN NOTED ON THE SURVEY,
IF ANY. 2.
PROPERTY CORNERS SHOWN HEREON WERE SET/
FOUND ON 01-1-03, UNLESS OTHERWISE SHOWN.
3.
THE SURVEYOR HAS NOT ABSTRACTED THE LAND
SHOWN HEREON FOR EASEMENTS, RIGHT.OF WAY,
RESTRICTIONS OF RECORD WHICH MAY AFFECT
THE TITLE OR USE OF THE LAND. 4.
NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED
EXCEPT AS SHOWN. 5.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED, SURVEYOR
AND MAPPER. I
HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO
120294 0035 E DATED 4/17/95 AND FOUND THE
SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA
OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS
SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL
CONTROL AS FURNISHED. BEARINGS
SHOWN HEREON ARE BASED ON THE
NORTHERLY LINE OF LOT 62 BEING
S 54'23'11" E PER PLAT. FIELD
DATE:) 6/6/03 REVISED: SCALE:
1 = 30 FEET APPROVED
BY: WRM FINAL 10-7-03 CKS ASM39676
FORMBOARD 06-13-03 CKB JOB
NO. PLOT PLAN 04-01-03 CKB DRAWN
BY: LOT FIT 12-12-02 CKB 40,
CERTIFIED
TO AND FOR THE EXCLUSIVE
USE OF: COMMERCE
TITLE COMPANY - COMMERCE
TITLE INSURANCE COMPANY CTX
MORTGAGE COMPANY, LLC LEGEND
FND 1/2" IR N7i 3) AND CAP 0ry68BUILDING
SETBACK LINE CENTERLINE
Q FND NAIL AND DISC LB #
68 (10/07/03) RIGHT
OF WAY LINE EXISTING
ELEVATION 0, FND 1/2" IRON ROD AND CAP- LB
06393 (10107103) CONCRETE
CNA CORNER NOT ACCESSIBLE A
DENOTES DELTA ANGLE LB
LS
LAND
SURVEYING BUSINESS LAND
SURVEYOR- L DENOTES 'ARC LENGTH PRM
PERMANENT REFERENCE MONUMENT C.B, DENOTES CHORD BEARING. PCP
PERMANENT CONTROL POINT P DENOTES POINT OF CURVATURE P)
PER PLAT - PI
DENOTES POINT. OF INTERSECTION M)
MEASURED - PRC
PT.
DENOTESPOINTOF
REVERSE CURVATURE DENOTES POINT
OF TANGENCY FND FOUNDTYPTYPICAL - C/WCONCRETEWALKA/C AIR CONDITIONER S/WSIDEWALK - COW CONCRETE BLOCK WALL ' CP CS
CONCRETEPAD CONCRETE SLAB
RP RADIUS POINT C CHORD
LENGTH - OHU OVERHEAD UTILITY LINE PK PARKER
KALON ID IDENTIFICATION I R RADIUS - -
POL POINT ON LINE POC POINT
OF CURVE PCC POINT OF COMPOUND CURVE CERTIFICATION OF
AUTHORIZATION NUMBER LBy6393 320 EAST
SOUTH STREET, SUITE 180 ORLANDO, FLORIDA
32801 (407)
426-7979 I HEREBY
CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT
TO THE SURVEYOR'S NOTES CONTAINED HEREON
MEETS THE APPLICABLE MINIMUM TECHNICAL
STANDARDS" SET FORTH BY THE
FLORIDA, BOARD OF PROFESSIONAL SURVEYORS AND
MAPPERS IN CHAPTER 61G17-6.
F'LORIDA ADMINISTRATIVE CODE PURSUANT TO
CHAP TER 472.027. FLORIDA STATUTES. W ;
FOR
THE
1
FIRM
M R.
MUSCATEL-0 JR. PSM#4 28 DATE
Fit
CoiY 0, SANFORD PERMIT APPLICATION
I
Permit 63 D e: 3+
Job Address:
Description of Work:
Historic District: Zoning: Value of Work:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI _
Electrical: New Service — # of gMPS Addition/Alteration Change of Service Temporbiy Pole
s Mechanic4 Residential Non -Residential Replacement New (Duct Layout & Energy Cali. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # ofGas Lines
Plumbing/New Residential: # of W Closets Plumbing Repair— Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for (icl er- cb-an %)
Parcel #:
Owners Name & Address:
Contractor Name &'Address:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender: .
Address
Architect/Engineer:
Address:
Attach Proof of Ownership & Legal Description)
Phone:
Mate License ,umber
Phone:
Fax:
Application. is hereby made to obtaina 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 don in compliance with'a11' applicable (zwr rcgo ling
construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE -OF COMM E CEMENT MAY RESULT 11\ YOUR 11AS'-11gG
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, C S 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 res /ionsplicable s pr erty th be found to t/pucords of
this county, and there maybe additional permits required from other governmental ntitiessuchas ement stri state agenciesgencies.
Acceptance of permit is verification that I NsilI notify the owner of the propert of the
Signature of Owner/Agent Date
Print Owner/Agent's Name
C
Signature of Notary -State of Florida Date
O%kner/Agent is Personally Knox n to Me or
Produced ID
AYPLICAI ION APPROVED BY: Bldg:
Initial R Date)
Soccial Conditions:
Zoning:
of Fynda n Law S 713. J 'j3
iSTignature of Conractor/ gen Date
ROMRT O. DELLO R US.SO_
Pr m ontractor Agent's NAMe
iLY1liLV - Signature
of No_n--State of Florida Date Contractor/
Age-: a 1'ersonali Known to Me or Produce, :
D Initial &
Date) FD:
MY
COMMISSION # DD 212893 1 &
Datc Bonded
Thru Notary Public underwriters
PERMrr,APPLiCATION
Permit # • I
Job Address:
Description of Work:
Historic District::- Zoning: Value of Work:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI .
Electrical: New Service — # ofAMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy CbIl . Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # ofWater Closets Plumbing Repair— Residential or Commercial
Occupancy Type: Residential 1-1/ Commercial Industrial Total Square Footage:
Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:Iq (Attach Proof of Ownership & Legal Description)
Owners Name & Address: P.yl.,41 Mkwe
Phone:
Cont ctor NaGme &Add`rreess/,:,7'/-L w L 6. / / /' ''T/acsl- a —
p pT' 14 ' , 3 Z State License Number: L F U _ %__(1
Phone & Fax: Contact Person: Phone:
Bonding Company
Address:
Mortgage Lender:
Address:
ArchitecuEngineer: 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 ofall 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.
Signature ofOwner/Agentent Dategng SiSignature of Contractor/Agent Date dj5• N'- a-
wpr
Print Owner/Agent's Name Pnnt Con Name 1;,' `
a m c
x o
Signature of Notary -State of Florida Date gr a[ure o o— tare of Flor dz Dateco.
va
C. o
Owner/Agent is Personalh Kno%n to Me or Contractor/Ase-: is Personai',,: Known to Me or o o d 1.3
Produced IDroducel-
APPLICATION APPROVED BY: Bldg: Zoning:
Initial & Date)
Special Conditions:
Initial & Date)
ul :-:ies:
Initial & Date)
F D:
Initial & Dat:
S-26-223 1 2: S2PM FROM
a -
Crry OF SANFORD"PERMIT APPLICATION
Permit P.: \
Job Address:
Description of Work. Y_l -
Historic District:
CIE LK QLI
Zoning; Value of Work-, 5
Pertait Type: Building Electrical X Mechanical Plumbing,_ Fire Sprinkler/Alarm PoQI _
Electrical: New Service.- # of AMPS Additioln/Alteration Change of Service Tempos ry pole _-
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Fnergy Ql Requited)
Plumbing/ New Commercial: #t of Fixtures q of Water & Sewer Lines # of Gas Lines
9
Plumbin,/INew, Residential: 9 of Water Closets Plumbing Repair— Residential or Cotnmcrcial r.
Occupancy Type: Residential Commercial industrial Total Square Footage:
I Construction Tyne: # of Stories: p of Dwelling Units: _ Flood Zones (FEMA form required Cut; :) I —
6 P.rcet s: (Arr.ach ProoCo(Owncrahip & Legai Description)
0_0crs ;)ante & Addreas: Centex Homes 385- Douglas Ave Suite 2000
Al tamnnteSprings- EL 32714 407 661-.2150 Cootc;
cto[ Name & Address: Approved Electric Co, of Florida 4874 S' Orange Ave. Orlando
FL 32806 $late License 'umber; EC0002494 none &
Fax: Fax 4n7 : 851 -1226 Co - _ _ - _ nisei Pei-sod:John Frid'a;z , - Phone: 407-851-1220 o
dl Company GCresc
urt
s ,e Lendcr vtfsca
r`
luiecJEn^ihcer. Phone: V
nX: hPpiiO4t
n is hereby made to obtain a permit to do the work and installations as indicated', 1,certi fy that no work or install3non has Cor=diiCtd pnl,. Lnc sslancc
of a permit and thaz all work will be performed to meet standards:of all lava regularing oonstnicnon in.this jurisdiction. 1 understand chat a scparalc perxsecuredforELECTRICALWORK, PLUMBING. SiGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and R0`'OfTIONERS, etc. OWNER'
S AFFiDAV fT: I ocnify that all of the foregoing information is accurate and that all work will be done in compliance with all applical>ie is .:l ,.';.,nrF,, conspun.on and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY R&SUI.1 1N 7,
VICE FOR MPROVFMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN 1
0>2-P,rY BEFORE RL.CORDING YOUR NOTICE OF COMMF,NCEMENT, NOTi
F.: to addition to the requirements of this permit, thac maybe additional restrictions applicable to this property, that may bo found in the public acorns o:' elscwnn, and there may be additional permits required from other governmental entities such as water management districts, statc ugencics, or Fedci,,l arcncics ccc
ac:c oC permit is verification that I w111 notify the owner of the property of the requirements Sigruture
Of Owner/Agent. Date OwncdAgcnr'
s Name a
urC of h`otary-Sufic of FIond;t - Date er/
ngcni is Pcrso1i,11k ,Kno\n to MC ur F'
rn luctU lU A:
TROVED Hy: l3ldb:-. Initial
Charles
Cannon 1)
C onuactgr .- .gcnt s Nam' aturC
of - or FlondL OY °/
1 PATRICIA A. KA-DLAC r .,'
my commissibN # DD 013205 Contraclpr/
Ac -, is PcrsufiLo, Known [o M o ortel. EXPIRES March 2R „OOS 1-
800-3-NOTARY FLNotary u:nun&Bonding,Inc. Initial fi
Uatcl llniti, 1 ilotc) (Iirta3l ( J" :: xJt'v.
lns
REVISIONS
PERMIT // D A _f JUN 0 2 2003
ADDRESS
CONTRACTOR CENTEX HOMES / PATRICK J. -KNIGH1
PH It- 407-661-2176 PAX #407-661-4089
DESCPRITION OF REVISION: ADD PLUMBING RISER DIAGRAM TO PLANS.
UTILITIES
FIRE
BLDG
aim'
2" V.T.R.
1 1/2" V.T.R.
TUB II/2"
2° 2"
LAV 1 1/2''
1 1/2" LAv 31
2"
2"
lUJ'1.
2"
N75
COMB. W+V
K.S.
COUNTY OF SEMINOL[
IMPACT FEE STATEMENT
ISSUED`DY CITY OF SANFORD
STATEMENT NUMBER 103-754a6
BUILDCC U11TY, NUMBER:
UNIT
O6' ..----------------
PARCEL/
A^ B-----------'----- /'o
OWNER NAME:
ADDRESS;
APPLICANT NAME: ____ ... .... .... _/... .... .... ......................
ADDRESS:
LAND USE CATEGORY: 001 - Single Family Detached House
TYPEUSE: Residential WORK
DESCRIPTION: Single Family House: Detached - Construction FEE
BENEFIT` RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE
DIENT SCHEDULE DESC. UNIT OF UNITS / ROADS
ARTERIALSCO-
WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS
COLLECTORS
NORTH O dwl unit $ 142. 0O 1 $ 192 0O | LIBRARY
CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS
GO -WIDE O dwl unit $1,384,00 1 $.f,384,OO AMOUNT
DUE $ 2,285.00 STATEMENT
RECEIVED
BY: _ SIGNATURE PLEASE
PRINT NAME) DATE-/---
L/- --- NOTE
TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE
TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION:
1-COUNTY 3-CITY 2-
APPLICANT 4-COUNTY HOTE**
PERSONS
ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE
DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. ` PERSONS
ARE ALSO ADVISED'THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO
APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (
SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A
WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE
DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY.
THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE 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/ SAMFORD, FLORIDA 32771; (407) 665-7474. PAYMENT
SHQULD BE MADE TO: CITY OF ANFORD BUILDING
DEPARTMENT 300
NORTH PARK AVENUE 8AHFORD.
FL 32771 PAYMENT
SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFEREHCE THE
STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP_ L[
FT OF THE NOTICE. THIT;
STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISqUANCE OF A*** SINGLE
FAMILY BUILDING PFRMIT********************
CITY OF SANFORD PrRNHT APPLICATION ,5 1 1
Permit No. _d ar
Job Addres —9iA
Date: 3
Permit Type: XX Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler
D escription of Work: CONSTRUCT CONCRETE BLOCK SINGLE FAMILY DWELLING
Additional Information for Electrical & Plumbing Permits
Electrical: —Addition/Alteration ,Change of Service —Temporary Pole New AMP Service (# of AMPS )
Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional)
Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines
isbkA
Occupancy Type: XX Residential _Commercial — Industrial Total Sq Ftg:gem—,:— Value of Work: $
Type of Construction: CONC . BL K. /06 Flood Zone: Number of Stories: Number of Dwelling Units: 1
Parcel No.: ' 22-4-9-30-502-0000-Q(p,g 0 (Attach Proof of Ownership & Legal Description)
Owner/Address/Phone: CENTEX HOMES, 385 DOUGLAS AVE., STE. #2000, ALTAMONTE SPRINGS, FL 32714
407-661-2176
Contractor/Address/Phone:. SAME AS ABOVE (PATRICK J. KNIGHT, PRESIDENT)
State License Number: CG C049689
Contact Person: MIKE ENWRIGHT Phone &Fax Number: 407-661-2184 *** 407-661=4089
Title Holder (If other than Owner): N/A
Address:
Bonding Company: N /A
Address:
Mortgage Lender: N/A
Address:
Architect/Engineer HURRICANE ENGINEERING _ PhoneNo.: 407-774-9003
Address: A.O. BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax No.: 407-774-8477
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'
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 ofthis 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.
APR 0 9 2003 APR 0 9 2003
Signature of Owner/Agent Date Signature of Contractor/Agent Date
I
PAT KNIGHT PAT KNIGH"T
Pr' Own r/Agent's Name Pr' Contractor/A ent's
PR 9 2003 P 0' 9 2003
afore of Notary -St t of Plor& ate S gnature ofNotary -St to fFlorida Date
PHY'v KIMBERLY A. BROW FY YL, _ 1BERLY A. BR.OVvN
my• 11 "Mi; 51 ak CD 099590
1d 2004 =*
j .,- i'F CONii 4iS i (Q 098590
EXPIRES i A, ,Ch 29. 2004rXP;P,rS _
c • •° •` Bo,,d'Gd Thor Nc!^ ?uD!u' Underwriters „ ` yq.•' Bonded Thru Not_ Hulk Under^rntws
o,. Fes;.• .,,
Owner/Agent is XX Personally Known to Me or Contractor/Agent is XX Personally Known to Me or
Produced ID Produced ID
APPLICATION APPROVED BY: Date: ' 3-3
Special Conditions:
CENTEX HOMES
Orlando Division
385 Douglas Avenue, Suite 2000
Altamonte Springs, FL 32714
Office: (407) 661-2150
Fax: (407) 661-4089
www-centexhomes.com
ROGER DIXON, INTERIM CITY MANAGER
CITY OF SANFORD
300 NORTH PARK AVENUE
SANFORD, FL 32771
Re: ESTOPPEL LETTER
via HAND DELIVERY
This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the CityofSanfordandastbasisfortheissuanceofPermitNo. for the followingwork: LOT A ,
y PRESERVE AT LA6 MARY SINGLE FAMILY RESIDENTIAL (SFR)
CENTEX HOMES hereinafter referred to as the "Owner", recognizes that issuance
of Permit No. will be made with numerous limitations as more particularlysetforthherein. The Owner recognize that this approval does not exempt us from
complying with any applicable building codes, land development regulations,
Comprehensive Plan requirements, or exempt our site or building(s) from any applicable
development regulations.
By issuing Permit No. , the City does not guarantee approval of any other
development orders or development permits. The Owner acknowledges and agrees that
no Certificate of Occupancy will be issued by the City for the PROPOSED SFR
until all required land development approvals have been obtained and all required
improvements have been installed, inspected and authorized for use by the City. The
Owner hereby grants the City the right to deny use of the SFR
for occupancy until all of the above -referenced project is in compliance with
all applicable development regulations_
The Owner hereby agrees to indemnify and hold the City and its officers, employees and
agents harmless for any and all losses, damages, injuries and claims in any way relating,
directly or indirectly, to the permitting or construction of the above -referenced project or
CENTEX
HOMES
ROGER DIXON, INTERIM CITY MANAGER
Paae 2
the issuance of Permit No. The Owner also agrees to the following as
additional conditions for Permit No.
The Owner hereby agrees to disclose the contents of this document to any and all of our
successors in interest, contractors, sub -contractors and agents. The undersigned further
warrants that he or she is authorized to bind the Owner and has been duly authorized to
sign this document.
Owner)
Signature
PAATRICK J. KNIGHT
Printed / Typed Name
Title
Sig e
Pri(ited / Typed Name
STATE OIF FLORIDA
COUNTY OF SEMINOLE
DIVISION PRESIDENT
The foregoing instrument was acknowledged before me thi_PR d 9 2003 day of
by PATRICK J. KNIGHT - as DIVISION PRESIDENT
for CENTEX HOMES who is personally known to me or
who produced their Florida Driver's License as identification.
KPAIS PLY A. RG`Jild
r g
1 EXPIRES: Pay n 29 '0M
N tary Public
Print Name:
My Commission Expires:
This Instrument Prepared By: KPIRYANNE VON CLERK O CIRCUIT COURT
SRIMU COUNTY
NAME: Debra A. Riggs -Centex Homes BK 04779 P+G, 0250
385 Douglas Avenue, Suite 2000 CLERK" S # 2003061304
Altamonte Springs,, A 32714 RECORDED 04/14/23 090505 AN
Permit No: RECORDINO FEES 6.00
RECORDED BY N,Nolden
NOTICE OF COMMENCEMENT
SEMINOLE
STATE OF FLORIDA
COUNTY OF ORANGE
THE UNDERSIGNED 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:
k
1. Description of Property: LOT 'PRESERVE AT LAKE MONROE Recorded
in Plat Book 62 Pages 12-15 in the
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
1 General Description of Improvement: SINGLE FAMILY DWELLING
r ,
3. Owner Information: CENTEX HOMES
385 Douglas Avenue, Suite 2000'
ALTAMONTE SPRINGS, FL 32714
Interest in, Property: . FEE SIMPLE INTEREST
Name ofFee Simple Titleholder: N/A
is
4. Contractor: CENTEX HOMES
385 Douglas Avenue, Suite 2000
Altamonte Springs, Florida 32714
Phone: (407) 6614150 Fax: (407) 661-4089 I
Eif
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.,
Florida Statutes: CONTROLLER A
Phone: (407) 661-2150 Fax: (407) 661-4089 r
8. In addition to himself, Owner designates the following person to receive a copy of
the Lienor's Notice as provided in Section 713.13 (1) (b), Florida. Statutes: NONE
9. Expiration date of Notice of Commencement (the expiration is date is 1 year from
the date of recording unless a different date is sp ified)
iz_
Debra A. Riggs
OFFICE MANAGER FOR CENTEX HOMES, 305 DOUGLAS AVENUE i
i - - - SUITE 2000, ALTAMONTB SPRINGS, FLORIDA - 32714 -
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MB TIUS
APR .0 9 2003
BY DEBRA A RIGGS., OFFICE MANAGER
CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION WVs
272E HOLDING CORPORATION, A NEVADA CORPORATION: DEBRA A: RIOOS IS -
I PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH.
43`
NOTARY PUBLIC
JACKIE G/l!!IES COPY
Notary Publi State of Florida
My.Comml ifI ExY fires Jan 21; Of] + CLERK OF CIRCUIT COURT
I Co rurl!sslan # C:CB`1727 ( SEMINOLE COUNTY. FLORID
I DEPUTY CLEW
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL
N
Scmini lr County 7
fl'r7Fr rlv e rf+ra lsi
e reicrr, 0
I IIII V. fill"
GENERAL 2003 WORKING VALUE SUMMARY
S3-SANFORD Value Method: Market
Parcel Id: 0000-020620 Tax District: WATERFRONT000- Number of Buildings: 0
REDVDST Depreciated Bldg Value: $0
CENTE
Owner: HOMES Exemptions: HOMES Depreciated EXFT Value: $0
Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $13,680
City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0
Property Address: Just/Market Value: $13,680
Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $13,680
Dor: 00-VACANT RESIDENTIAL Exempt Value: $0
Taxable Value: $13,680
SALES 2002 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount:
Find Comparable Sales within this Subdivision 2002 Taxable Value:
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 62 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
purposes.
Ifyou recently purchased a homesteaded property your next year's property tax will be based on Just/Market vahoa
http ://www. scpafl. org/p is/web/re_web. semino le_county_title?PARCEL=22193 05 020000062O1... 4/7/03
Orlando Division
385 Douglas Avenue, Suite 2000
Altamonte Springs, FL 32714
Office: (407) 661-2150
Fax: (407) 661-4089
www.centex-orlando.com
TO WHOM IT MAY CONCERN:
Effective immediately, and until further notice, this letter will
serve as authorization for Jac.Xjo 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
PATRICK J. T
CGC049689
STATE OF FLORIDA
LOT
COUNTY OF SEMINOLE
The foregoing t ument was acknowledged before me this
200.3 by Patrick J. Knight, Division
President of Centex Homes - Orlando). He is personally known to.
me and did not take an oath.
ARY PV_B_LII)
rF
o. KIMBERLY A. BROWN -
q:1Y CO(v1M1i 'i0N 7 GO 09959(1
EXPI9ES ,,
bonded Twu Nciary Pubic Undervrlers
City of Sanford Building Division
Submittal Requirements for Residential Building Permit
1. Two (2) recent boundary and building location surveys showing setbacks from all
structures to property lines for permit for structures (not fences).
2. Two (2) complete sets of construction design drawings drawn to scale.
Complete sets to include:
a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details
of these footers with reinforcement bar replacement.
b. Floor plan indicating interior wall partitions and room identification, room dimensions,
door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs,
bathroom fixtures, and distances from walls. "The State of Florida requires bathroom
compliance with Florida Accessibility Code.
C. An elevation of all exterior walls - east, west, north, and south_ Finish floor elevation
height as per Engineering Department or subdivision plat_
d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing
interior and exterior walls, show all components of wall sections.
e. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size
and species of materials to be used.
f. Engineered truss plan with details of bracing, engineered beams for spacing openings to
carry and support trusses.
g. Stair details with tread and riser dimensions, stringer size, methods of attachment,
placement of handrails and guardrails.
h. Square footage table showing footages: zq
1. Garages/Carports / 0 sq. ft.
2. Porches/Entries sq. ft.
3. Patio(s) sq. ft:
4. Conditioned Structure sq. ft.
j. Total Gross Area sq. ft.
3. Three (3) sets of completed Florida Energy Code Forms-
0 4. Soil analysis and/or soil compaction report_ If soils appear to be unstable or if
structure is to be built on fill, a report may be requested by the Building Official or his
representative.
5. Other submittal documents:
a. Utility letter or approval when public water supply and/or sewer sy_ stem 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.
e. Property ownership verification.
f. Driveway permit issued by City Engineering Department.
6. Application to be completed thoroughly and signatures provided by a licensed and insured
contractor and property owner. If electrical, mechanical, or plumbing permits have not been
issued, inspections will not be scheduled or made and subcontractors will be subject to penalty
under city ordinances.
APR
Date Omer/Agent Signature
KITGWEN A KITGPEN B
SCALE- V4=r-O' — 6ccA - V4-=r-V
KITCHEN G BATH 1)
5-'-&E- LW=V-0' SCALE- V4'-V-0'
NIERbOR—ELEIA110-N5
51--ALE = 1/4' =['-O
FRE-ENGINEERED NOOD TRUSSES -
UPLIFT GONNEGTOR. SEE ROOF
TRUSS LAYOUT FOR QUANTITY
AND SIZE.
FREGAST LINTEL - SEE LINTEL
PLAN FOR DEPTH AND REBAR
lrb"XIC?" GONGRETE
BLOCK COLUMN N1
2 #5 RE5AR. SEE
FOUNDATION PLAN-
AFF FIN- 6RADE
724,X24"X12' REEFCOLUMN 112"
CONCRETE SLAB FOOTER N13 #5'5 EACH VIA-i' BOTTOM
OF FOOTER TO
BE 12" MIN BELOW GRADE FRONT
PORCH 5T10N 5r-
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OR BEAM CO"-ECTION U-LE55NOTEDOTPERVISE (UN 0-> 2)
USE (I) TYF'E 'A' (OR D4TEFZr-NAWABLE TIE) FOR TRA155 TO BLOCK WALL
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USE EHLqTr,-N (OR NTERGHANGEABLE TIE FORALL JOIST PANGER C.
ONNEGVONS (U40) 4)
USE (3) Va OR (3) .131 - 3 1/4' FIA5ELODE Ca-N RAIL TO FASTEN JACK TO
N1fl GIRDER (T45) 5)
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OIC FROM CENTER OF TRUSS. SEE
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EQJIVALFNT MAY BE 5`J55T7UTEDFOR
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ON 'NATIONAL FESkaII 5FEGWICATtONS FOR
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PLOT PLAN
DESCRIPTION: (AS FURNISHED)
LOT 62, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
SOUARE FOOTAGE (UP TO CURB) IMPERVIOUS C ALCUL ATIONS (LOT ONLY)
LOT 62 UP TO CURB CONTAINS 6800 SQUARE FEET t f</R- LOT 62 CONTAINS 6250 SQUARE FEET 3 (LOT ONLY)
THIS STRUCTUR[-CONTAINS 1952 SQUARE FEET t j,- Q THIS STRUCTURE CONTAINS 1952 SQUARE FEET t
CONCRETE 934 Q. FT t INCLUDING (SIDEWALK/APRON) TOTAL CONCRETE 601 (WITHIN LOT ONLY) SO. FT i
TOTAL SOD 3914 SQ Ft t
m _
TOTAL SOD 3697 SQ fT 3 _ _
PI PERCENT OF CONCRETE & STRUCTURE-T0 LOT 30 % t
S0
m
50
S C?Fl,'
Q2 0, 1 bQ 3_s
rys c,FABUILDINGSETBACKSqr
FRONT: 25'
REAR: 20'
SIDE: 5'
CORNER: 15,
PREPARED FOR:
CENTEX HOMES
1. ELEVATIONS SHOWN ARE PER LOT GRADING
PLANS PROVIDED BY THE CLIENT.
THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES
ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF
THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION
LIST FOR CONSTRUCTION.
ALL BUILDING SET HACK LINES SHOWN HEREON IS PER DATA
FURNISHED BY CLIENT AND 15 FOR INFORMATIONAL PURPOSES
ONLY. THIS IS NOT A SURVEY
I HAVE EXAMINED THE FJ.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 PLANE
HEARINGS SHOWN HEREON ARE BASED ON
THE NORTHERLY LINE OF LOT 62
BEING S 54'23'11" E PER PLAT.
FIELD PATE: ) REVISED:
SCALE:_ 1" = 30 FEET'
APPROVED BY: WRM
JOB NO. ASM39676 PLOT PLAN 04-01-03 CK6
DRAWN BY; LOT FIT 12-12-02 CK6
e
GypOL `t
OSSy,>
Gyr a 1`
sss 30
GRA( IF SCALE
11 6 S, 0 IS 30
Al
4fti 1
0
EGEND
BUILIJING SE78ACK LINE MI-W
POO
MINIMUM 101 WIDTH
T`OINT ON BOUNDARY
CENTERLINE PCC PONTOF COMPOUND CURVATURE
MclTil Of WAY LINE POC PINT ON CURVE
XX XX PROPOSED ELEVATION OR
PI)
OFFICIAL RECORD
PLANNED D>EVELOPMENI
PROPOSED DRAINAGE FLOW A DENOTES DELTA ANGLE
CONfC €aETE
L
C-H
DENOTES API LENGTH
DENOTES CHORD BEARING
U3LB LAND SURVEYING BUSINESS PC DENOTES POINR OF CURVATURE
LAND SURVEYOR
F'I
PRC
DENO tLS POINT OF INTERSECTION
DENOTES POINT OF REVERSE CURVATURE
PRM PERMANENT R€FERENCE MONUMENT PT DENOTES POINT Or TANGENCY
PCP PERMANENT CONTROL POINT TYP TYPICAL
P) PER PLAT A/C AIR CONDITIONER
M) MEASURED CBW CONCRETE FILOCK WALL
FND FOUND RP RADIUS POINT
C/W CONCRETE WALK CS CONCRETE SLAB
S/W SIDEWALK C CHORD LENGTH
CP CONCRETE PAD SO. FT. SOUARE FEET
PD PLAT BOOK NG NATURAL GRADEARADIUSR/W RIGHT-OF-WAYPGSPAGES
AMEf21CAN SURVEYWC & MAPC'lNG
CERTIFICATION OF AUTHORIZATION NUMBER l.Bg6393
320 EAST SOUTH STREET, SUITE 180
ORLANDO, FLORIDA
32801 (407) 426-7979
I. 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,
FOR
THC
1/3 FIRM
SCATELLO28 DATE
FORM 60OA-2001
FLORIDA r
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 1562 LMR 06 Builder: CENTEX HOMES
Address: T(&/ 6RISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD
City, State: LAKE MONROE, FL Permit Number:
Owner: CENTEX F{OMES Jurisdiction Number: 691500
Climate Zone: Central
1. New construction or existing New 12. Cooling systems
2. Single fatuity or multi -fancily Single farnly a_ Central Unit Cap: 29,0 kBtu/lir
3. Number of units, if multi-fannily 1 SEER: 12.10
4_ Number of Bedrooms 3 __-- b_ N/A
5_ Is this a worst case? Yes
6, Conditioned floor area (111) 1562 W e. N/A
7, Glass area & type
a. Clear - single pane 184-0 ft' 13. Heating systems
b. Clear - double pane 0.0 It, a_ Electric Heat Pump Cap: 29-0 kBtu/hr
c. Tint/other SHGC - single pane 0.0 ft, HSPF: 7-60 --
d. Tint/other SIIGC - double pane 0.0 ft, b. N/A
8, Floor types
a. Slab -On -Grade Edge Insulation R—A0, 163.0(p) A c- N/A
b, N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons
a. Concrete, Get Insul, Exterior R=4.1, 916.0 flu _ EF: 0-86 _
b, Frame, Wood, Adjacent R=I IA 184.0 ft' b- N/A
c. N/A
d. N/A c. Conservation credits
e. N/A HR-heat recovery, Solar
I0. Ceiling types DTIP-Dedicated heat pump)
a. Under Attic R=MO, 1486.0 112 15_ HVAC credits
b. N/A CRCeiling fan, CV -Crass ventilation,
c. N/A HF-Whole house fan,
I I- Ducts PT -Programmable Thermostat,
a. Sup: Unc_ Ret Unc. All: Garage Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling,
b. N/A MZ-II-Multizone beating)
Glass/Floor Area: 0. 12 Total as -built points: 22624 PASSTotalbasepoints: 22825
by this calculation are in compliance with the Florida
Energy Code.
PREPARED
DATE:
I hereby certify that this building, as designed, is in
compliance with the F • —
DATE:
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553,908
Florida Statutes.
BUILDING OFFICIAL:
DATE:
s
is. a
s es !t
EnergyGaugeO (Version: FLRCSB v3.2)
FORM 60OA-2001
SUMMER CALCULATIONS
ADDRESS: ... PERMIT #: I
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
18 1562.0 25.78 7248.3 Single, Clear SW 1.4 6.0 32.0 52,82 0,91 1539A
Single, Clear SW 1A 6.0 32.0 52.82 0.91 1539,1
Single, Clear SE 1.4 8,0 40.0 56,64 0.96 2183.0
Single, Clear SE 1A 6-0 32.0 56.64 0.91 1647.2
Single, Clear NE 1.4 6-0 16,0 43.65 0.93 652.2
Single, Clear NW 1A 6,0 32,0 37.74 0,94 1130,2
As -Built Total: 184.0 8690.7
WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Adjacent 18C0 0.70 128-8 Concrete, lot Insul, Exterior 41 916,0 1 A 8 1080,9
Exterior 916.0 1-90 1740-4 Frame, Wood, Adjacent 11-0 184,0 0.70 128.8
Base Total: 1100.0 1869.2 As -Built Total: 1100.0 1209.7
DOOR TYPES Area X BSPM Points Type Area X SPM = Points
Adjacent 0,0 0.00 0,0 Exterior Wood 20.0 7,20 144.0
Exterior 20.0 4,80 960
Base Total: 20.0 96,0 As -Built Total: 20.0 144.0
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1444.0 2A3 3075-7 Under Attic 19-0 1486.0 2,82X1_00 4190.5
Base Total: 1444.0 3075,7 As -Built Total: 1486,0 4190.5
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Slab 163.0(p) 31.8 5183A Slab -On -Grade Edge Insulation 0-0 163.0(p -31.90 51993
Raised 0,0 0.00 0,0
Base Total: 5183A As -Built Total: 163.0 5199.7
INFILTRATION Area X BSPM Points Area X SPM = Points
1562,0 14,31 22352.2 1562.0 14.31 223522 EnergyGauge@)
DCA Form 60OA-2001 EnergyGaugeOlFlaRES'2001 FLRCSB v3.2
Fvaffl[K1
SUMMER CALCULATIONS
121 1 1 1 1111 iiiiiiijil 111 11
AS -BUILT
Summer Base Points: 29458.0 Summer As -Built Points: 31387.5
Total Summer X System Cooling I Total X Cap X Duct X System X Credit Cooling
Points Multiplier Points mponent Ratio Multiplier Multiplier Multiplier
DM x DSM x AHU)
3 1 387 5 1.000 1,087xl.150xl.00) 0,282 t000 11057A
2)458.0 0.4266 12566.8 31387.5 1.00 1.250 0.282 1.000 11057.4
EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeO/HaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
P , 111111 111111 MAIN= IT1111, M=01352105 1 1
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point
18 1562.0 5.86 1647.6 Single, Clear SW 1.4 6.0 32.0 9,22 1.03 302,8
Single, Clear SW 1.4 6.0 32.0 922 1-03 302.8
Single, Clear SE 1.4 &0 40.0 8.34 1 M 341,0
Single, Clear SE 1A 6.0 32.0 8.34 1.04 278-4
Single, Clear NE 1.4 6,0 16,0 12.00 1-00 192,1
Single, Clear NW 1A 6,0 32,0 12.23 1.00 390.4
As -Built Total: 184.0 1807A
WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Adjacent 184.0 1.80 331.2 Concrete, Int Insul, Exterior 4-1 OMO 3,31 3027.4
Exterior 916.0 2,00 1832-0 Frame, Wood, Adjacent 11,0 184.0 1.80 331,2
Base Total: 1100.0 2163.2 As -Built Total: 1100.0 3358.6
DOOR TYPES Area X BWPM Points Type Area X WPM = Points
Adjacent 0.0 0,00 0.0 Exterior Wood 20.0 7,60 15M
Exterior 20.0 5.10 102.0
Base Total: 20.0 1102.0 As -Built Total: 20.0 152.0
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 1444.0 0,64 924.2 Under Attic 19.0 1486.0 0-87 X 1.00 1292-8
Base Total: 1444.0 924.2 As -Built Total: 11486.0 1292,8
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Slab 1610(p) 1.9 309.7 Slab -On -Grade Edge Insulation 0-0 163,0(p 2.50 407.5
Raised 0,0 OM 0.0
Base Total: 3093 As -Built Total: 1610 407.5
INFILTRATION Area X BWPM Points Area X WPM = Points
1562.0 0,28 437A 1562,0 -0.28 437A
EnergyGauge@ DCA Form 600A-2001 EnergyGauge@/FlaRES'2001 FLRCSB 0.2
FORM 60OA-2001
WINTER CALCULATIONS
w 7=0 L111 11 F 1 1111 "Tomm
ADDRESS: PERMIT
MAIM-.
Winter Base Points: 089.9_1 Winter As -Built Points: 6581.0
TotalWinter X System i4ee2,tingA Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
6581.0 1,000 1.078 x 1.160 x 1,00) 0-449 1.000 3695.
4089.9 0.6274 2566.0 6581.0 1.00 1.250 0.449 1.000 3695.
EnergyGaugel" COCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2
w
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS- PERMIT #: F I
AS -BUILT
WATER HEATING
Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit Total
Bedrooms Volume Bedrooms Ratio Multiplier
2564-00 7692O 50,0 OM 3 1.00 2623.63 1.00 78709
As -Built Total: 7870.9
CODE COMPLIANCE STATUS
AS -BUILT
Cooling + Heating + Hot Water Total Cooling + Heating + Hot Water Total
Points Points Points Points Points Points Points Points
12567 2566 7692 22825 11057 3696 7871 22624
01. q, & - W.. I 'A'
EnerqyGaugeTm DCA Form 60OA-2001 EnerqyGauqe@/F1aRES'2001 FLRCSB v3.2
0
Code Compliance Checklist
Residential Whole Building Performance Method A - Detaill
ADDRESS; , , , PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE _ CHECK
Exterior Windows & Doors 606.1,ABC.11 Maximum:.3 cfm/sg.ft. window area ,5 cfm/sg.ft. door area.
Exterior & Adjacent Walls 606A,ABC.1.2.1 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
fr?arns_nd is sealed to the foundation to the t2p p ate. _
Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to tho perimeter senetrations and seams.
Ceilings 606.1.ABCA 23 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 & tap plate;
attic access_ EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the erimeter aj penetrations arAd seams.
Recessed Lighting Fixtures 606.1.ABC.1.2A Type IG rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with e 2.0 cfm from
conditioned space, tested.__
Multi-stosHouses 606.1 IiBG.1 2.5_ Air barrier on perimeter of floor cav between Floors
Additional Infiltration reqts 606.1_ABC_1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded b rLAI! residences. __
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker loctrieJpr cutoff as must be provided. External or built-in heat tra 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 € 78°f _.
Shower heads _ 612..1 Water flow must be restricted to no more than 2.5 gallons per rntinute at W 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 6071 _Separate readilyaccessible manual or automatic thermostatfor eachstem,_
Insulation 604.1, 602.1 Geilings-Min, R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11,
EnergyGauge''4 DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2
0
NERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6
The higher the score, the more efficient the home.
1. New construction or existing New 12. Cooling systems
2. Single family or multi -family Single family a, Central Unit Cap: 29,0 kBtri/hr
3. Number of units, ifmulti -family I SEER: 12.10
4, Number of Bedrooms 3 b, N/A
5. Is this a worst case? Yes
6, Conditioned floor area (ft2) 1562 ft' c. N/A
T Glass area & type
a, Clear - single pane 184,0 ft' 11 Heating systems
b- Clear - double pane 0,0 112 a, Electric Fleat Pump Cap: 29.0 klltu/lir
c. Tort/other SFIGC - single pane 0.0 tr, IISPF: 7-60
d. Tim/other SI JGC - double pane 0.0 ft, b. N/A
8, Floor types
a. Slab -On -Grade Edge Insulation R=() 0, 1610(p) ft c. N/A
b. N/A
c. N/A 14, Ilot water systems
9. Wall types a Electric Resistance Cap: 50-0 gallons
a. Concrete, Int Insul, Exterior R=4-1, 916.0 ftz EF: 0,86
b. Frame, Wood, Adjacent R- 11.0, 184-0 ft' b. N/A
c. N/A
d- N/A c- Conservation credits
e- N/A IIR-1-leat recovery, Solar
10. Ceiling types DlIT-Dedicated treat pump)
a- Under Attic R= 19.0, 1496.0 ft' 15. JIVAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c_ N/A IIF-Wholc house far),
11. Ducrs PT- hograrnmable 'flicyroostat,
a, Sup: Unc, Ret: Unc, Aff: Garage Sup- V-6,0, L0 ft RB -Atfic radiant barrier,
b- N/A MZ-C-Multizone Cooling,
MZ-11-Multizone treating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded) VIIE Sr4
in this home before final inspection- Otherwise, a new EPL Display Card will be completed 0
based on installed Code compliant features. to
Builder Signature: Date: Jt_
Address of New Home: BRISTOL FOREST TR. City/FLZip: LAKE MONROE/32747 00 W'E
NOTE: The home's estimated energy performance score is only available through the FLAIRES computer program.
This is not a Building Energy Rating- Ifyour score is 80 or greater (or 86j6r a US EPAIDOE EnergyStar7Vdesignation),
your home may qualifyfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating-.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wwwfisec.ucfedufar
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 8501487-1824-
EnergyGaugeO (Version: FLRCSB v3.2)
0612bl-dwul-') I 1j*- d I LILL HIN -) 414(bbI40d) NU-544 ( wooe
XIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1562 09-05-OZ
log COMMERCE STPLET, LAKE MARY, FL32746-62Q6 Phow (407) 831—n$5
Pros lectInformation 77
F— 12 n Information
Weather Orlando AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 38 OF Outside db 93 OF
Inside db 70 OF inside db 75 OF
Design TD 32 'F Design TD 18 *F
Daily range M
Relative humidity 50 %
Moisture difference 43 gr/lb
0=
130ding heat loss 26956 Btuh
Ventilaflon air 0 ctm
Ventilation air loss 0 Btuh
Design heat load 26966 Btuh
mmmm=
Heating Cooling
1562 1562
12496 12496
0-80 0.40
167 83
Efficiency T6 ASP-F
Heating input
Heating output 0 Stub@ 47
Heating temp rise 0 OF
Actual heating fan 1000 cIrn
Heating air flow factor 0,037 cfrn/Btuh
Space thermostat
Structure 19506 Stuh
Ventilation 990 Btuh
Design temperature swing 3.0 OF
Use mfg. data n
Ratelswing multiplier 0.98
Total sens. equip. load 20086 Btuh
Internal gains 920 Btuh
Ventilation 1474 Btuh
Infiltration 2457 Btuh
Total latent equip. load 4851 Btuh
Total equipment load 24937 Btuh
Req- total capacity at 010% SHR Z4 ton
Cooling Equipment Summary
MaKe TRANE
Trade
Efficiency 12.1 EEK
Sensible cooling 20440 Btuh
Latent cooling 8760 Btuh
Total cooling 29200 Btuh
Actual cooling fan 1000 Cfrn
Cooling air flow factor O.OS1 cfm/Btuh
Load sensible heat ratio 81 014
BWdftWc yWom hAw be" umnuabi uvwfid*n
prinjoUt Certified by ACCA to meet all requiremen% of Manual J 71h Ed.
n
IA--L H I N -3 40'ebbI40UJ NU. -'.),(4 r WOU-) RIGHT-
J CALCULATION PROCEDURES A, B, C, D Entire
House DEL
AIR HEATING,AIR CONDITIONING,R Job; 1562 09-05-02 log
rammEFter- STREET. LWE MARY, FL 3274s-92W Pbme, (407) SM-2665 1.
Winter infiltration AVF 0.
80 ach x 12496 ft' x 0.0167 167 cfm Z
Winter infiltration load 1.
1 x 167 C;fm x 32 'F Winter TD = 5865 Btuh 3-
Winter infiltration HTM 5865
Btuh 1 204 W Total window 28.7 Btuh/W and
door area 1.
Summer infiltration AVF 0-
40 ach x 12496 fV x 0,0167 83 cfm Z
Summer infiltration load 1A
x83 cfm x 18 *F SummerTD = 1649 Btuh 3,
Summer infiltration HTM 1649
Btuh 204 ft, Total window 81 Btum? and
door area Procedure
C - Latent Infiltration Gain L0.
68 x4-3 gr/lb moist-diff, x 83 cfm 2457 Btuh Procedure
D - Equipment Sizing Loads 1.
Sensible sizing load Sensible
ventilation load 1.
1 x 50 cfm vent x 18 F SummerTD 990 Btuh Sensible
load for structure (I-ine 19) 19506 Btuh Sum
of ventilation and structure loads 20496 Btuh Rating
and temperature smnn multiplier x 0.98 le
Equipmentsizingload - sensible 20086 Btuh 2.
Latent sizing load Latent
ventilation load 0.
68 x 50 cfm vent x 43 grAb moistdiff. 1474 Btuh Internal
loads = 230 Btuh x 4 people + 920 Btuh Infiltration
load from Procedure C 2457 Btuh Equipment
sizing load - latent 4851 Btuh Construction
Quality is: a No. of Fireplaces is: 0 poWpWic
vasues nave beennmramYy uvwWdden Printout
certified by ACCA to meet all requirements of Manual J 7th Ed- vvrj4ghtspf1L
RkP-suftRs*krt01-5.5,06RSRM3 ZDM-Mar-26W.10:11 ACCkE,
s t 9 rsr PWC I
03/26/2003 10:21 DEL AIR 4 4076614089 NU. -S4'( LMIJ4
i
RIGHT-J WORKSHEET
Entire HousetDELAIRHEATING,AIR CONI)ITIONINGR
109 Q011AMERCESTRECT, LAKE MARY. FL3274642M Phow (4071631-2W5
Job: 1562 09-05-02
UAL X 7m Ed.
I Name of room Entire House FOYIFAM NOOKAQT LDYNVIC
2 Lmgth of eM=ed wall 163.0 ft 28.0 R 32.o ft 6.1) ft
3 Room dimensions 23,0 x 14.0 ft 18.0 X 1C0 it 6,0 x 14-0 Tt
4 Ceangs Condit Option 8,0 ft heat/ood d 8,0 ft heat/cool 8,0 ft heat/cool 8.0 It heatf000l
TYPE OF CST HTM Area Load (Btuh) AMa Load (Bwh) Area Wad (BWh) Area Load (RWh)
EXPOSURE NO. HtU Gig ft') 119 C19 M Htg C19 ft) Ht9 Gig ft) HT9 C19
5 Gross :a 14B 4.8 2,11 1120 224 256 48
Exposed :b 12C 2-9 1,9 0 0
waft M,4 c 130 3.2 i 'z 184 0
parvoons d 0-0 0.0 0 0 0
6 Wwkms and a i C 37.0 144 32 1183 - 3:4 1183 0 0
qlziss doors b OC 37.0 40 1478 0 0 - 40 1478 0 0
Meatiag c 9C 301 0 0 a 0 0 0 0 0
d IC 37.0 D 0 0 0 0 0 0
e 7L 20.8 0 0 0 0 0 w-* 0 0
f 0.0 0 0 0 U 0 0
7 Windows and MOM 20-4 32 6$2 a 107 16 317317 0 0
glass doors NFJNW 39A 48 1101 0 0 0 0 0 0
Cooling Fjw 0.0 0 0 0 0 0 0F 0 0
SE/Sw 47A 104 4932 24 1128 58 2677 0 0
SaAh 0.0 0 0 0 0 0
Harz 0-0 0 0 0 0 0
8 Other doors a 101) 14.7 9.9 20 294 199 20 294 100 0 0 0 0 0 0
b 10D 141 9.9 0 0 0 0 0 0 0 0 0 a 0 0
c 0,0 0.0 0 a 0 0 0 0 0 0 0 0 0 01
9 Net a 148 4.6 2-1 916 4221 1880 172 753 3$4 184 48 379 48 221 99
exposed b 12C 2.9 1,9 0 0 0 0 0 0 0 0 0 0 0 0
walls am c 13C 3.2 1,2, 184 w 215 D 0 0 0 0 0 0 0 0
pambons d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0,0 0 00 00 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
10 Celli a 100 V 2,2 1466 1202$20 3308 36433,18 617 81() 252 427 561 84 142 187
0.0 0.0 0 0 0 0 0 0 D 0 0 0 0 0
0.0 0.0 0 0 0 a 0 0 0 M 0 0 0 0
0.0 0,0 a 0 0 0 0 0 0 0 0 0 0 0
DA 0,00 0 0 00 0 0 0 0 0 0 0 0 0
If 0,0 0.0f
b
0 0 0 0 0 0 0 0 0 0 0 0
11 Flwi$ a M 25,9 0,C) 163 4225 0 28 726 0 32 829 0 0 155 0
Note- room 19G 11 0-0 0 0 0 0 0 0 0 0 U a 0 0
Perimeter c 0-0 0.0 0 0 0 0 0 0 0 0 0 0 a 0
in displ d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
slabab a O'D 0.0 0 0 a 0 0 0 0 0 0 0 0 0
floors) f 010 010 0 a 0 0 0 0 0 0 0 0T 0
12 infiltration a 2&7 B.1 204 SMS 1649 52 1495 420 72 2070 562 0 0 0
13 SubM lo&%=6+5-.+ 11 +12 24," 5108 6836 519
Len external heating 0 0 a 0
Less traosftr 0 0 0 0
Hosting recilstrIbution 0 0 0 0
14 Docct lots 2451 10% 511 - 10 'A w 10 52
15 Total loss = 13+14
1O-A
209$6 5619 - 7519 571
10 Int gains: people 301) 4 3 wo 0 0 0
I. Q 1200 2 1000 0 0 1 1200 1 coo
17 Sub" RSM gain=7+8..+12+16 17753 M79 5715 M
LM external owing F120D0 0 0 0
Loss Vamfor 0 0 0
C4oling redisulbWon 0 0 0 0
13 DurAgain 10 1773 101A 101% 572 100A 89
191 Total R-SH qM'n=(17+18)-PLF 1.00 19506 1.00 4:77 1,00 62871 1.00 974
20 Air requ (c*n) 10MI 1000 - 208. 224 1 50
Printeaut rtlfid tJjf AG tom t III tat ent of Man i J 7th Ed.
MUM-SuiwRcsideKmlTM5.5.06"R26013 2=-Msr-2609-10-11
0& E-NFiUnCaMax200Z15M1-1CZrzr Pagc 1
03/26/2003 10:21 DEL AIR 4 4076614089 NU. 64'( WUM
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATINGAIR CONDITIONING,R
109 COMMEME STREET. LAKE MARY, FL 32746-6206
Job: 1562 09-0542
MP,NUAL J: 7th Ed.—
1 Name of room MRR MBTK BTF[ BR2
Length of exposed wall 28,0 ft a,o ft 0 0 ft no ft
3jRoom climonsk= 16-0 X 12,0 ft 7-0 X &0 ft 9,0 x 8,0 ft Wo X 16.0 ft
4Ceilngs Condit Option 8.0 ft heat/cool 0 ft hostl" 0 ft hoat/coof 8.0 ft heav000l
TYPE OF CST KTM Area Load (Btuh) Ama LOW (BWh) Area Load (DV*) Arw Load (Utah)
EXPOSURE NO, I Htg C) HtQ Cig W 019 M Hto Ctu 112) HIQ Gig
5 Gross a 14B 4-6 2.1 224 64 128
25EKPDSgdb12CZ5 1.9 0 0 0 0
32wallsandc15C3.2 1.2 0 0 0 120
11) partlons d 0,0 0.0 0 0 0
noe0,0 D'Q 0
f 0,0 0.0 0 0 0
6 Windows and a 1 C 37-0 32 1103 0 0 0"" 16 591
CglassdoorsbaC 37.0 0 0 0 0 0 0 0
Heating c 9C 38,7 0 0 0 0 0 0
d Ir, 37.0 0 0 0 0 0 0 0 0
71L 20.8 0 0 0 0 0 0 0 0
f 0.0 0 0 0 0 0 0 0 0
7 Windows and North 20A 167 a 0 0 0 0 0
OWS do= NE)NW 39,4 0 0 0 0 0 145
Cooling EAN 0.0 1) 0 0 0 0 0 0
SEjSW 47A 24 1128 0 0 0 0 0 0
South Mo 0 0 0 a 0 a 0
Horz 0.0 0 a 0 0 0 0 0 0
a Other doors a 10D 143 9A 0 0 0 0 0 0 0 0 0 0 0 0
b 1OD 143 9.9 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0
9 Net a 148 4,0 2-1 192 885 3% i 1554 295 132 0 a 0 112 516 231
exposed b 12C 2-9 1-9 0 0 0 0 0 0 0 0
walls and c 13C 321 12 0 0 0 0 0
01
lz 378 140
partitions d 0-0 0,0 0 0 0 0 0 0 0 0 0 0 0 0
Q 0-0 U 0 0 0 0 0 1 0 0 0 0 0 0 0
f 0,0 0,0 0 0 0 0 0 0 0 0 0 0 0 0
10 ce"nos a 16D 1.7 2-2 192 326 427 56 95 125 72 122 lou 255 434 570
b 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0-0 0 0 0 0 0 0 0 0 0 0 0 0
d 010 0.0 0 0 0 0 a 0 0 0 0
e 0 0.0 0 0 0 0 00 0 0 0 0 0 0
f 0,0 0,0 0 0 0 0 0 0 0 0 0 0 0 a
11 Floors a 22A 25.9 0,0 28 726 0 a 207 0 0 0 0 31 804 0
Note: Mom b 19G 1.1 010 0 0 0 0 a 0 0 0 0 0 0 0
pefteter c O'D 0.0 a 0 0 0 0 0 0 0 0 a 0 0
is trispL 0.0 0.0 0 0 0 0 0 0 0 0 a 0 0 D
forslabe 0,0 Ld010 0 0 0 0 0 0 0 0 0 0 0 0 f
0.0 0,13 0 0 0 0 0 0 0 0 0 0 0 0 12
1
Infiltration
a 28,78-1 M 0 0 0 0 0 a 16 460 129 13
Subtotal 11+ 12 40310 597 122 3183 Less
eMmat heating 0 0 0 0 Less
transfer r32 a r259 0 0 0 HeArQ
MdiWbubon 0 a 0 0 14
Duct IM 10 OA W 10 'A 12 10 313 iS
Total Ioss = 13-14 4"3 657 134 16
K qWns; People @1 300 1 300 0 0 0 0 0 0 Appl,
@ 1200 0 0 0 0 0 0 17
Subtot RSH gain =7+8--+12+16 2M 256 160 1701 Less
external coang 0 0 0 Less
transfer 0 0 0 Coofing
redistntiubon 0 0 0 18
Duct gain 2681 1DA 26 10-4 16 10,11,
170
19
TOW RSH n=(17+18)-PLF 1 1.00 170 1.001871 20
Air required (cf-) 9 30
03/26/2003 10-21 DEL AIR 4 4076614089 NO.347 P006
RIGHT-J WORKSHEET
Enfire House0DELAIRHEATING,AIR CONDITIONING,R Job; 1562 09-05-02
log CQMMIjR(E STREEY. LAKE MARY. FL32746-6206 Phone; (407) 831-2ms
uO L J; 71h Ed,
Name of room BR3
2 Length of exposed wall 50.0 it
3 Roorn dirnemicins 14,0 X 15.0 A
4 Ceflngs concrk Option co it heat/cool
TYPE OF CS HTM Area Load (Btuh) Area7 7 Area Area
EXPOSURE No_ i_lig I Ctg Htq cig Hto clu Htg Cig Cig
5 GTOS L a 14B 4-6 ZI 170
EVmed b 12C 2.9 1.9 0
walls and c 13C 3-2 1,2 64
partitions d 0A 0.0 0
a 00 0.0 0
f 010 0.0
5 Windows and a IC 37.0 32 11W
glass doom b SC 37.0 0
Heating 38- r Sic 38-7 U
d Ic 3700IC 0L37..
7
et7L 210:15 0
0.000 0
7 Wridaws and North 20.4 0
glaSs dom NE/NW 39,4 32 1261
Cooling ErW 0-0 0 0
E/sw 47.4 0 0
southl 0.0 0
Herz 0,0 a 0
8 Other doom a 10D 14,71 9.9 0 0
b 10D 143 9.9 0 0
c 0.0 010 0 0 0
9 Not a 14B 4.6 2-1 144 6" 297
expo-d b 12C 2.9 1.9 0 0 0
wah and c 13C 3.2 1.2 04 202 75
partitions d 0,0 Q'o 0 0 a
e 010 010 0 0 0
f 0.0 0.0 0 0 0
10 Ceilings a 16D 1.7 2-2 210 356 467
b 0,0 0.0 0 0 0
c 0'0 0.0 0 0 0
d 0.0 0.0 0 0 a
0 0.0 0.0 0 0 0
0.0 0.0 0 0 0
11 Flom a 22A 25-9 0.0 30 778 0
Note- roorn b 19G 1.1 0.0 0 0 a
Perim" c 00 0,0 0 0 0
is displ. d 0.0 on 0 0 0
I" slab e 0.0 0.0 0 0 0
ft") I 0.0 0.0 0 0 0
12 Infittralljon a 28.7 8,t 2 M 259
13 GSubtotal1oss+8-+1 1+ 12 f47102Lo" Md"nal healing 0
Less transfer 0
Healing nadivinbution 0
14 Duct I= to,/, 410
1* Total loss a 13-14 4512
10 Int gains; pewle 0 300 0 0
Appl, Q 1200 0 U
17 Subtot RSH qaW-7+8-.+12+16 2368
L= eAernal writing 0
LM transfer
Coding nadistribution 0
18 Duct pin 10,4 2W 04 -
19 Total RSH gain--(17-18)*PLF 1.00 25941 1 - 20 Air required (CFM) 167 133
Printout certified by ACCA to meet all Muirements of Manual J 7th Ed.
R11" is 1111111ilplill!111
03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 U007
RIGHT-J WINDOW DATA
DEL AIR HF-ATING,AIR CONDITIONING,R Job: 1562 094)5-02
109 COMMERCE STMEr, LWE K"Y, FL 3274642M Pho, (407) H31-2065
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 G N H v v H H N H
D Y R L A W R A H L G C R R G T A A
w L Z E M D G Z L 0 x y T m R R
FOYIFAM
n sw a 0 n 0 d 1 1 90 1.0 1.4 1-0 5.0 47.4 32.0 8.2
NOOKJKIT
n sw a G n 0 d 1 1 90 1,0 1.4 1.0 5.0 47,4 32.0 8.2
b n se a c n 0 d 1 1 90 1,0 1A 1,0 7-0 47.4 40.0 7,3
LDYIWIC
MBR
a n se a 0 n 0 d 1 1 90 1-0 1.4 1-0 5.0 47.4 32.0 8.2
MBTH
Ea
BR2
a n ne a 0 n 0 d 1 1 90 to 1.4 to 5.0 39-4 16.0 0.0
BR3
a n nw a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 39.4 32-0 U
A wnghtsoftkkEWl)M\C0Mex2MZl%ZlUZaW
0
ss ------ -Truss Ty Ply ConteJob
53907228 -rCJ2 JAC'
Job R
Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Indu
1-6-8 2-9-3
2, 54
B--
TCLL 20,0
TCDL 10.0
BCLL 0.0
BCDL 10,0
Q i
NoMmimilMORAN EMM--
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr NO
Code FBC2001
IF
H
KMM
Apr 23 10:25:20 200
CS1 DEFL In loc) I/defl PLATES
TC 022 Vert(LL) n/a n/a TL20
BC 0,03 Vert(TL) 0,04 A >548
WB 0.00 Horz(TL) 0,00 C n/a
Matrix) 1st LC LL Min I/def I - 240 Weight: 11 lb
BRACING
REACTIONS (lb/size) C-27/Mechanical, B-252/0-11-5, D-24/Mechanical
X
TOP CHORD Sheathed or 2-9-3 oc purlins,
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing,
0
IQ
Max Harz B-35(load case 2)
Max UpliftC--37(load case 5), B--1 35(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-1 7, B-C--29
BOT CHORD B-D-0
NOTES (3)
1) Wind: ASCE 7-98 perFBC2001; 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 37 lb uplift at joint C and 135 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 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
w
cr-
CL C%J
Z
17 i4iU",
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907228
Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228CJ2
9
53907228 JCS7 I ENDJACK TRUSS
Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 10:25:20 2003- Page I
1-6-8 5-6-6 4-3-11
Scale - 1:1
U4 =
LOADING (psf) SPACING 2 0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TCLL 20,0 Plates Increase .25TC 0.42 Vert(I-L) -0.03 F-G >999 TL20 245/193 TCD1-
10.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.08 F-G >999 BCLL
0.0 Rep Stress Iner NO WB 0.31 Horz(TL) 0.01 E n/a BCDL
10'0 Code FBC2001 (Matrix) 1st LC LL Min Weil - 240 Weight: 39 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-10-10 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-437/0-11-5, E-387/Mechanical, D-236/Mechanical Max
Harz B-1 17(load case 4) Max
UpliftB--206(load case 2), E--1 9(load case 3), D--1 42(load case 5) FORCES (
lb) - First Load Case Only TOPCHORD
A-H-14,13-1-1-14,8-C-11111,C-D-36 BOTCHORD
B-G-1067,F-0-1067,E-F-0 WEBS
C-G-152, C-F--1115 NOTES (
3) 1)
Wind: ASCE 7-98per FBC2001; 110mph-,h-15ft;TCDL-6.0psf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable and zone; cantilever
left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 206 lb uplift at joint B, 19 lb uplift at joint E and 142 lb uplift at
joint D. 3)
Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide
bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not
replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance
with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for
the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative
purposes only and are not part of the review or certification of the truss designer. LOAD
CASE(S) Standard 1)
Regular: Lumber Increase-1,25, Plate Increase-1.25 Uniform
Loads (plf) Vert:
A-H--60.0 Trapezoidal
Loads (pit) Vert:
B-1.7-to-E-49.5, H-0.0-to-D--148.5 0
Job Truss Truss Q'y PlyType Centex-Orlando/I 562-AAsk/4-23-3
53907228 CS7A J, a 1
Job Reference o n
urrivoir-g—alForest Products.ine.. Burlington. NC 27215. Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries. Inc. Wed Apr 23 10:2
295M
1
LOADING (psf) SPACING 2-0-0 CS1 DEFIL in loc) I/detl PLATES GRIP
TCLL 20.0 Plates Increase 1,25 TC 028 Vert(LL) n/a n/a TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.05 A >354
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 Well - 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.
REAC11ONS (lb/size) C-1 26/Mechanical, B-275/0-8-0, D-46/Mechanica
Max Herz B-1 00(load case 5)
Max UpliftC--94(load case 5), B--69(load case 4)
NOTES (3)
1)Wind: ASCE 7-98 per FBC20011; 110mph; 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 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 verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit),
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907228
Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228CS7A
Job I russ Iruss
53907228 CS7B JACK
entex-
ME
2-11-11
LOADING (psf) SPACING 2-0-0 GSI DEFL in (loc) I/defl
TOLL 20,0 Plates Increase 1.25 TC 0.12 Vert(I-L) n/a n/a
TCDL 10,0 Lumber Increase 1.25 BC 0,03 Vert(TL) 0.01 A 999
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
IQ i
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 OrZ
TOP CHORD A-B-22, B-C--43
BOT CHORD B-D-0
N
mcm
SeWo - i Ts
EUM
BRACING
TOPCHORD Sheathed or 2-11 -11 oc purlins,
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
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;Lumber DOL-1.60 plate grip DOL-1,33.
2) Provide mechanical connection (6y 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.
MEZNU
117
ce
Inc,, Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 10
c aim
Scale - 1:4,7
3x4
LOADING (psf) SPACING 2-0-0 GSI DEFL in loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1,25 TC O,08 Vert(I-L) n/a n/a TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 A >999
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0,00 C n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/clefI - 240 Weight: 5 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11 -11 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
Max Horz B-35(load case 4)
Max UpliftC--1 3(load case 5), B--89(load case 4)
Max Grav C-28(load case 4), B-1 38(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
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft;TCDL-6-0psf; BCDL-6.Opsf-. occupancy category ll;exposure 8; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed.Lumber DOL-1,60 plate grip DOL-1,33.
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 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
4,
e Ott
C'="
W Ln
C'J
0
53907228 _JHG1 HIP,Iiiiiii 1; i
Univii—alForest Products,inc, —Kerr— _____5__,_0__00_s Feb M
1 -6-14 20-0-0 26-5-2 33-0-0 35-11-11 40-0-0 4,1-0,0
1-0-0 4-6-4 2-5-12 6-6-14 6-5-2 6-5-2 6-6-14 2-11-11 4-0-5 1-0-0
Scale ® 1:68
7x10
5,00 Fri-
D
54 = 2x5 it 5X8 == 700
5X6 = 5x7 = 700 M1118H= 5X7 = 5X6 =
6-14
7-1-12 6-5-2 6-5-2 6-5-2 6-5-2 7-1-12
Plate Offsets (Y) JR:0,-2:7 Ecl K
LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 0.95 0 496 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -1.57 0 300
BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.26 K n/a
BCDL 10,0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 246 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2 "Except®
T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2
BOT CHORD 2 X 6 SYP SS
WEBS 2 X 4 SYP No,3 *Except*
W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2
W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2
REACTIONS (lb/size) K-3309/0-8-0, B-3309/0-8-0
Max Horz 8--75(load case 5)
Max UpliftK--939(load case 3), 6--888(load case 3)
BRACING
TOP CHORD Sheathed,
BOT CHORD Rigid ceiling directly applied or 4-7-10 oc bracing.
FORCES (lb) - First Load Case Only
TOPCHORD A-B-26,B-C--7379,C-D--7425,D-E--10771,E-F--11967,F-G--11967,G-H--11967,H-I--10771.1-J--7440,J-K--7341,K-L-26
BOTCHORD R-Q-6694,P-Q-6912,0-P-10768,N-0-10768,M-N-6911,K-M-6652
WEBS D-Q-187, I-M-202, C-Q-248, D-P-4198, E-P-1412, E-0-1308, F-0-779, H-0-1307, H-N-1413, I-N=4200, J-M-275
NOTES (8)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; I I Omph; h-15ft; TCDL-6.0pst; 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 poncling,
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 K and 888 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 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
the review or certification of the truss designer.
LqdtLY = 1)
Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform
Loads (pit) N Vert: A-D-60.0, D-1-125A I-L--60,0, B-K--41.7 Concentrated
Loads (lb) Vert:
D-385.0 1--385,0 C4
CL
Customer
No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907228 Contractor/
Job: 1562 A RF Date Re4:04/30/2003 Draw N11:53907228HG1
Job Truss
53907228 HG2
Truss Type City Ply
HIP I I
Inc., Burlington, NC 27215, 0711111171
ando/1562-A/jsk/4-23
JLob_Rqferprjce (o0onai)________ i
ek Industries, Inc. Wed Apr 23 10:25:22 2003-
I
1 3-0-0
1-0-0 7-0-0 6-0-0 7-0,0 1-0-0
Scale — 1
C
5X6
D
30 = I 3X6
2X3 H 300 WOW= 3x4
7-1-12 12-10-4
7-1-12 5-8-8 7-1-12
Plate Offse
LOADING (psf) SPACING 2-0-0 CS1 DEFIL in loc) Well PLATES GRIP
TCLL 20,0 Plates Increase 1,25 TC 0.60 Vert(LL) 0.13 G-1 999 TL20 245/193
TCOL 10,0 Lumber Increase 1.25 BC 0,78 Vert(TL) 0.25 B-1 923
BCLL 0.0 Rep Stress Incr NO WB 0,11 Horz(TL) 0.08 E n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defI - 240 Weight: 82 lb
BRACING
TOP CHORD Sheathed or 3-1-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing.
REACTIONS (lb/size) E-1643/0-8-0,B-1643/0-8-0
Max Herz B--73(load case 5)
Max UpliftE--447(load case 5), B--447(load case 4)
FORCES (11b) - First Load Case Only
TOP CHORD A-B-22, B-C--3209, C-D--2904, D-E--3209, E-F-22
BOT CHORD B-1-2890, H-1-2904, G-H-2904, E-G-2891
WEBS C-1-277, D-G-277, C-G-1
7
ch
NOTES (8)
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,Dpsf ; 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 447 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 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
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-C--60.0, C-D--125.0, D-F--60.0, B-E--41.7
Concentrated Loads (lb)
Vert: C--385.0 D-365.0
1111111111 11110 piiiiiiiiiiiiiii
ATOMWWWWns i3010V 1 - ME* witir-allso 0
sm
JACK
is
6 LLJ'b'Reference
s Feb-2—O2-0-03 MiTek Industries, Inc. Wed Apr 23 10:25:
D
scale - 1
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TOLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a - n/a TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0,01 A >999
BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(TL) -0.00 C n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defI - 240 Weight: 8 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-0-0 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) B-156/0-8-0, E-19/Oechanical, C-46/Mechanical
Max Horz B-48(load case 5)
Max UpliftB--67(load case 4), C--45(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--30, C-D--4
BOT CHORD B-E-0
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 67 lb uplift at joint 8 and 45 lb uplift at joint C.
3) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer,
LOAD CASE(S) Standard
M0 1 pEMO`
Im
Im
MIRIM mi
I
9M
MW
3x4 mm
8
O-q --q- 1 -8
LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) n/a - n/a TL20 245/193
TCDL 110,0 Lumber Increase 1,25 BC 020 Vert(TL) 0.17 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 No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) C-1190/Mechanical, B-352/0-8-0, D-66/Mechanical
Max Horz B-1 37(load case 5) --
Max UpliftC--135(load case 5), B-132(load case 4)
FORCES (lb) - First Load C
B ase,Oro
TOP CHORD A-B-22, - -6
BOT CHORD B-D-0 I
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; 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 135 lb uplift at joint C and 62 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 responsibilib,
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.
1w
C\J
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539072 " 2 11
Contractor/Job: 1562 A RF Date Req:04/30/2003 It No:53907228J7
53907228 JMG2 MON
Universal —Forest Products, Inc., Burlington, -NC-2?2—i-5-,-jef—f Kerr____
N=
F-MM
1-0-0 1-0-0
Job Reference (opti
WedApr23 10:48:30 2003 Page 1 2X3
II scale -
1:6, LOADING (
psf) SPACING 2.0-0 CSI DEFL in (loc) I/defi PLATES GRIP TCLL
20.0 Plates Increase 1,25 TC 0.05 Vert(L-L) 0.00 A-C >999 TL20 245/193 TCDL
10.0 Lumber Increase 1,25 BC 0.37 Vert(TL) -0.01 A-C >999 BCLL
0.0 Rep Stress Incr NO WEI 0.01 Horz(TL) -0,00 C n/a BCDL
10.0 Code FBC2001 (Matrix) 1st LC LL Min I/def I - 240 Weight: 9 Ib LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-0-0 oc purlins, BOT
CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS2X4SYPNo.3 REACTIONS (
lb/size) A-454/0-8-0, C-489/Mechanical Max
Horz A-32(load case 4) Max
UplittA--95(load case 5), C_-1 12(load case 5) FORCES (
lb) - First Load Case 0 TOP
CHORD A-B-16 BOT
CHORD A-D-0, WEBS
B-C-54 I NOTES (
4-5) 1)
Wind: ASC E7-98 per FBC200 1; 11 Omph; h- 1 5ft; TC DL-6. Opsf; BC DL_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 95 lb uplift at joint A and 112 lb uplift at joint C. 3)
Special hanger(s) or connection(s) required to support concentrated load(s) 800.01b down and 205.1 lb up at 1-0-0 on bottom chord. Design for unspecified
connection(s) is delegated to the building designer. 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 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, 5)
L26R: Right end may be attached to 2x6 So. Pine or larger BC of one or more ply girder truss with Simpson LUS26 or eq.
Follow Simpson instructions for installation. LOAD
CASE(S) Standard 1)
Regular: Lumber Increase-1 .25, Plate Increase-1.25 Uniform
Loads (plt) Vert:
A-C-20.0, A-13-60,0 Concentrated
Loads (lb) Vert:
D-800.0 J
CL
V
S I Truss Type I aty I ply
vefsal Forest Products,lnc,, Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 10:25:24 200J flage
5-8-13 9-0-0 16-4-9 23-7-7 31-0-0 4,11 -0 j0
1-0-0 5-8-13 3-3-3 7-4-9 7-2-13 7-4-9 3-3-3 5-8-13 1-0-0
Scale - 1:
5x7 =
3x6 == 3X8 = 2x3 11 5x7
5. 0o HT D E F a H
U V U
3x6 = 3XI0 V11118H- 3x6
N
U8
M t-
WO MOM= 3x6
9-1-12 7-2-13 7-2-13 7-2-13 9-1-12
Plate Offsets X, YLP:Q-5-4 e1yH.o-5-4 0-2-81
LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.35 N-0 >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0,72 N-0 >658
BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0,18 J n/a
BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Well - 240 Weight: 192 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-8-2 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B-1653/0-8-0,J-1653/0-8-0
Max Horz B-90(ioad case 4)
Max UpliftB--344(load case 2), J--344(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--3332, C-D--3135, D-E--4008, E-F--4008, F-G--4008, G-H--4008, H-1-3135, I-J--3332, J-K-22
BOT CHORD B-Q-2995, P-Q-2880, O-P-2880, N-0-4008, M-N-2880, L-M-2880, J-L-2995
WEBS D-Q-264, H-L-264, &0-443, G-N--443, C-Q--151, D-0-1269, E-N--1, H-N-1268, I-L-150
NOTES (6)
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-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) 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.
32MUZZ23=
I #
ROM fiRA MM Fol 44-UME FWI
EM
53907228 SD2
Referer
an-iver afForest Vr6d-uctsfn-c, 66-rlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries,
3- -0__
1-0-0 5-9-14 5-2-2 6-0-0 6-0-0 6-0-0 5-2-2 5-9-14 1-0-0
scale - 1
om
3x6 = 5X8 = 5x6 =
3X6 = WO MIIIBH= 3A = 3x8 -- 300 MIIIBH= 3X6 =
5-9-14 11-2-2 6-0-0 11-2-2 5-9-14
Plate Offsets LF,94-0,V-P1,1
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1,25 TC 0.34 Vert(I-L) 0.26 M-N 999 TL20 245/193
TCDL 10.0 Lumber Increase 125 BC 0.87 Vert(TQ 0.76 K-M 619
BCLL 0,0 Rep Stress incr YES WB 0,31 Horz(TL) OA6 1 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 197 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-4 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-15 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),I--317(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD A-6-22, B-C--3470, C-D--3417, D-E--3321, E-F--3320, F-G--3320, G-H--3417, H-6-3470, I-J-22
BOT CHORD B-P-3103, O-P-2637, N-0-2637, M-N-3320, L-M-2637, K-L-2637, I-K-3103
WEBS C-P--207, H-K--207, D-N-863, E-N--356, E-M--1, F-M--356, G-M-8132, G-K-625, D-P-625
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001: 11 Omph- h-I 5ft; 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;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 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
C\J
AQ
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907228
Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228SD2
ob ITruss I Truss Type I Qty I Ply I Centex-Orlando/I 562-Afjsk/4-23-3
53907228 SD3 Co= I ,
Inc., Burlington, NC 27215, Jeff Kerr 5,000S
1-0-0 7-8-11 5-3-5 14-0-0 5-3-5 7-8-11 1-0-0
Seal a - 1 Ml
56 =
2x3 11 5x6 =
I
3x6 = US = 3x8 = 3x8 = 34 =
10-3-14 9-8-2 9-8-2 10-3-14
Plate OffsetsQX,Y),' 0-2-41 LOADING (
psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/detl PLATES GRIP TCLL
20.0 Plates Increase 125 TC 0.68 Vert(LL) 022 L 999 TL20 245/193 TCDL
10.0 Lumber Increase 1,25 BC 0,90 Vert(TL) 0.50 L-N 952 BCLL
0.0 Rep Stress Iner YES WB 0.24 Horz(TL) 0.15 H n/a BCDL
110,0 Code FBC2001 Matrix) I st LC LL Min I/defl - 240 Weight: 188 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-15 oc purlins. BOT
CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 93-13 oc bracing. WEBS
2 X 4 SYP No.3 REACTIONS (
lb/size) B-1653/0-8-0,H-1653/0-8-0 Max
Harz B-1 22(load case 4) Max
UpliftB--290(ioad case 2), H--290(load case 3) FORCES (
lb) - First Load Case Only TOP
CHORD A-B-22, B-C--3301, C-D6-3027, F-G--3027, G-H--3301, H-1-22, D-E--2895, E-F--2895 BOT
CHORD B-N-2948, M-N-2495, L-M-2495, K-L-2495, J-K-2495, H-J-2948 WEBS
C.N--336, D-N-537, E-L--443, D-L-506, F-J-537, G-J--336, F-L-506 NOTES (
5) 1)
Unbalanced roof live loads have been considered for this design, 2)
Wind: ASCE 7-98 per FBC2001: I I Omph; h-1 5ft: TCDL-6.Opsf; BCDL=6.Opsf; occupancy category II; exposure 6; enclosed;MWFRS gable end zone; cantilever
left and right exposed ; end vertical left and right exposecl;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 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 responsibilib, 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, sudsfi
Cr
tl-
0
1 * 0 0 11 1111 11 00 MOW
9W
a
7-8-11 0-0 32-3-5
1-0-0 7-8-11 7-35 10-0-0 7-3-5 7-8-11 1-0-0
Scale -
20 11 5X6 -
3X6 = 3X8 .- 3x8 = 3x8 = 3x6 -'
10-3-14 20-0-0 9-4
10-3-14 9-6-2 9-8-2 10-3-14
Plate Offsets CXyl-, C:0-4-0,0-3-01 [D:0-3-0 0-2-41,LF:0-3-0 0-2-41 G-0-4-0 0- ff -03
LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) Well PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(I-L) -0,20 L >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.48 H-J >977
BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.15 H n/a
BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Well - 240 Weight: 193 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No,3
REAC71ONS (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)
I
BRACING
TOP CHORD Sheathed or 2-10-9 oc purlins.
BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing, Except:
8-11-14 oc bracing: B-N.
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C-3299, C-D--3028, F-G--3028, G-H--3299, H-1-22, D-E-2482, E-F--2482
BOT CHORD B-N-2967, M-N-2314, L-M-2314, K-L-2314, J-K-2314, H-J-2967
WEBS C-N--404, D-N-667, E-L--240, D-L-270, F-J-667, G-J--404, F-L-270
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,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;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/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
tAl
ct
ry—
Arom IMe UOMP Moil -4M 0W "A
K-077'm
t--l-A-49b Jlef e rencaAopll
Inc,, Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 10:25:26 2003 Page
a
17-0-0 23-0-0 26-3-0 32-3-5 -0-0 1 9-010
7-8-11 6-0-5 3-3-0 6-0-0 3-3-0 6-0-5 7-8-11 1-0-0
sowe - 1
5,00 `1-2 5X6 = 5A
tivA .m E F
U N M L K
Us = 3x8 = 5X10 = US = Us
29-8-2
10-3-14 9-8-2 9-8-2
Plate Offsets (XY
LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/detl
TCLL 20.0 Plates Increase 1,25 TC 0.66 Vert(LL) 0.20 M 999
TCDL 10.0 Lumber Increase 1,25 BC 0.89 Vert(TL) 0.49 I-K 972
BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.15 1 n/a
BCDL 10,0 Code FBC2001 Matrix) I st LC LL Min I/defl - 240
LUMBER BRACING
TOP CHORD 2 X 4 SYP No,2 TOP CHORD
BOT CHORD 2 X 4 SYP No,2 BOT CHORD
WEBS 2 X 4 SYP No.3
WEBS
REACTIONS (lb/size) B-1653/0-8-0,1-1653/0-8-0
Max Harz B- 1 54(load case 4)
Max UpliftB--333(load case 4), 1--333(load case 5)
I
10-3-14
PLATES GRIP
TL20 245/193
Weight: 204 lb
Sheathed or 2-10-6 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
8-6-2 oc bracing: B-0.
1 Raw at midpt D-M, G-M
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--3312, C-D--3025, D-E--2143, F-G--2143, G-H--3025, H-6-3312, I-J-221 E-F--216i
BOT CHORD B-0-2961, N-0-2415, M-N-2415, L-M-2415, K-L-2415, I-K-2961
WEBS C-0-381, D-0-595, G-K-595, H-K--381, E-M-560, F-M-560, D-M--631, G-M--631
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 1 10mph; 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;Lumber DOL-1,60 plate grip DOL-1,33,
3) Provide adequate drainage to prevent water pending.
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 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.
CD
C7J'
J
Cc
I
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop flo- , 539072
1
W
Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228SD5
Inc., Burlington, N
2
M
IN
I
13-9-0 19-0 0 _ 21-0-0 26-3-0 32-3i _ _ _ _ +—
1-010 7-8-11 6-0-5 5-3.0 2-0-0 5-3-0 6-0-5 7-8-11 1-0-0
scale . 1:66.t
5.00F2 5x6 = 5x6 =
E E
3x7 .- Q N M L K 3x7 =
34 = 3x6 = 502 = 30 = 3x6 =
10-3 14 20 0-0 29:6 2_ 40 0-0
10-3-14 9-8-2 9-8-2 10-3-14
Plate Offsets (XYam[ :0 4 00 3 Oj[E 0 3-0 0 2 4j F 0 3-0,0-2-4 -0-4-0 0-3.Oj
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.20 M 999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) 0.49 I-K 967
BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.15 1 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl a 240 Weight: 205lb
BRACING
TOP CHORD Sheathed or 2-10-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-1-5 oc bracing.
WEBS 1 Row at midpt D-M, G-M
REACTIONS (lb/size) B 1653/0-8-0, 1 1653/0-8-0
Max Horz B-170(load case 4)
Max UpliftB--352(load case 4), I--352(load case 5)
FORCES (lb) - First Load Case Only
TOPCHORD 0. t k
WEBS C-0-366, a
R
NOTES(5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1:60 plate grip DOL-1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint B and 352 lb uplift at joint 1.
5) Truss shall be fabricated per ANSI/PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
tr;
X)
s: Cx.
Customer No: 14;+ ORLANDO s• iii
Contractor/Job: 1. + RF Date +. 141 11 Draw No:53907228SD6
EM
K
a
s Feb 20 2003 MiTek Industries-, Inc. Wed Apr 23 10:25:27 200 Page I
3:9-0 20-0-0
1-0-0 7-8-11 6-0-5 6-3-0 6-3-0 6-05 7-8-11 1-0-0
Scale . 1 :61
a
Us = 30
ri_2_
SX6 =
3x$ = 3x8 = 3x6 =
10-3-14 9-8-2 9-8-2 10-3-14
LOADING (psf) SPACING 2-0-0 CS1 DEFIL in loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1,25 TC 0,67 Verl(LL) -0,20 L >999 TL20 245/193
TCDL 110,0 Lumber Increase 1.25 BC 0,89 Vert(TL) -0.49 H-J >961
BCLL 0,0 Rep Stress Incr YES WB 0,40 Horz(TL) 0.15 H n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/clefI - 240 Weight: 195 Ila
LUMBER BRACING
TOP CHORD 2 X 4 SYP No,2 TOR CHORD Sheathed or 2-10-3 oc purlins.
BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing,
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-L, F-L
REAC11ONS (lb/size) B-1653/0-8-0, H-1653/0-8-0
Max Herz B-178(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--3307, C-D--3025, D-E--2111,E-F--2111, F-G--3025, G-H--3307, H-1-22
BOT CHORD B-N-2955, M-N-2429, L-M-2429, K-L-2429, J-K-2429, H-J-2955
WEBS C-N-363, D-N-579, D-L-734, E-L-1 170, F-L-734, F-J-579, G-J-363
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,Opst; BCDL-6,Opsf; occupancy category ft-, 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 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 responsibiliti,
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.
XRZE
co22
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 5390722.9,
Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228T1
as 11russ lype
M
1-0-0 7-8-11 26-3-0 32-3-5 0 -9
1-0-0 7-8-11 6-0-5 63-0 6-3-0 6-0-5 7-8-11 1-0-0
Scale - 1:67
I
5 00 F1 2—
5X6 --
300 M1118H= 3X8 = 3x6 =
REM 3xlOM1118H
10-3-14 9-8-2 9-8-2 4-3-14 6-0-0
LOADING (psf) SPACING 2-0-0 CS1 DEFIL in loc) Well PLATES GRIP
TCLL 20.0 Plates Increase 1,25 TC 0.65 Vert(I-L) -0,24 K-M >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.61 K-M >659
BOLL 0.0 Rep Stress Incr YES WB 0,40 Horz(TL) 0.14 H n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defI - 240 Weight: 195 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-14 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing.
WEBS 2 X 4 SYP No,3 WEBS 1 Row at midpt D-M, F-M
REACTIONS (lb/size) B-1617/0-8-0,H-1449/0-8-0,J-241/0-8-0
Max Horz B--1 78(load case 5)
Max UpliftB--363(load case 4), H--362(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C-3213, C-D-2931, D-E--2025, E-F--2025, F-G--2697, G-H--2969, H-1-22
BOT CHORD B-0-2870, N-0-2345, M-N-2345, L-M-2245, K-L-2245, J-K-2635, H-J-2635
WEBS C-0-365, D-0-572, D-M--730, E-M-1 107, F-Mm-595, F-K-350, G-K--330
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-6,0pst; 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) All plates are TL20 plates unless otherwise indicated.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint B and 362 lb uplift at joint H.
5) Truss shall be fabricated per ANSIrFPl 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.
LO
0-3 Q
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907228
Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228T1 A
EM
niversal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20
IN
23 10:25:28 2003 Page 1
1-0-- 6.1-3 11-6-iQ_-- 17-0 Q 2Q-Q-0 __ _22-5 6 27-t0-13 40 0-Q 1-Q
1-0-0 6-1-3 5-5-6 5-5-6 3-0-0 2-5-6 5-5-6 12-1-3 1-0-0
Scale - 1:67.
I
5x6
5.00112 2x3 11
3x.6 --__ Q 2x3 II
3x6 = 3x8 = 3x8 = 34 = 3x8 = 3x6 = 20 11 2x3 II
I
8-9-14 17-0-0 25-2-2 40-0-0
8-9-14 8-2-2 8-2-2 14-9-14
Plate Offsats,Y;D 0-4 0,0-3 Oj
LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/dell PLATES GRIP
TOLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0,15 X-Y >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.33 X-Y >999
BOLL 0.0 Rep Stress Incr YES WB 0,95 Horz(TL) 0,11 R n/a
BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 243 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-6-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2 X 4 SYP No.3 "Except" 8-2-5 oc bracing: B-AA
W1 2 X 4 SYP No.2, W6 2 X 4 SYP No.2 9-9-0 oc bracing: Y-AA.
WEBS 2 Rows at 1/3 pts E-Al, V-AI
JOINTS 1 Brace at Jt(s): Al
REACTIONS (lb/size) i
Max Herz B--1 78(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C-2845, C-D-2600, D-E-1858, E-F-400, F-G-377, G-H®-375, H-I--372, i-J--389, J-K-415, K-L--340, L-M=-377,
M-N--392, N-0-438, O•P-358, P-Q--407, Q•R--399, R-S21
BOT CHORD B-AA-2555, Z-AA-2138, Y-Z-2138, X-Y 1990, W-X-2475, V-W-2475, U-V-346, T-U-346, R-T-346
WEBS E-AE--1432, AC-AE--1431, AC-AD--1401, AD-AF--1446, AF-AH--2003, AB-AH--2032, AB-AI®-2032, AG-Al®-2057, AG-AJ--2285,
AJ-AK--2316, V-AK--2321, G-AC-79, H-AD--117, F-AE-1, C-AA--284, D-AA-421, D-Y--646, E-Y-891, Y-AF--452, X-AF-458,
X-AG -354, I-AH -75, J-Al -65, K-AG--218, M-AJ--82, N-AK--12, O-V -327, P-U-7, Q-T -143
TES (4)
1) Unbalanced roof live loads have been considered for this design,
2) Wind: ASCE 7.98 per FBC2001 ; I I 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint B, 305 lb uplift at joint V, 107 lb uplift at
joint U and 44 lb uplift at joint T.
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 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
r t11 CS
y c;
s Feb 20 2003 MiTek Industries, Inc, Wed Apr 23 10:25:28 20013
I
1-0 -0 6-11-4
1-0-0 6-11-4 3-0-12 3-0-12 6-11-4 1-0-0
wale - 1::
Us - I I Us =
5X8 =
10-0-0 10-0-0
LOADING (pst) SPACING 2-0-0 CS1 DEFIL in loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0,38 Vert(LL) 0.07 B-H >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0,50 Vert(TL) -0.24 B-H >951
BCLL 0,0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.03 F n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defI - 240 Weight: 83 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-14 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 (lbisize) B-853/0-8-0, F-853/0-8-0
Max Herz B-97(load case 5)
Max UplittB--212(load case 4), F--212(load case 5)
FORCES (11b) - First Load Case Only
TOP CHORD A-B-22, B-C--1373, C-D--1066, D-E--1066, E-F--1373, F-G-22
BOT CHORD B-H-1 192, F-H-1 192
WEBS C-H--360, D-H-721, E-H--360
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-6.0psf; 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 212 lb uplift at joint B and 212 lb uplift at joint F.
4) Truss shall be fabricated per ANSIfrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responslbilit
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.
40
4114.'
M
Inc., Burlington, NC 27215,
JJobr-Reference
Iek Industries, Inc
J-9-0-+— 91-
1-4 9-0-0 11-0-0 13-0-12 20-0-0 21-0-0
ilk!]
a
ROM 2-0-12 2-0-0 2-0-12
U4 =
5x4 =
6-11-4
3x5 =' • - 3X5 -
IMIIIIIIIIIIII
LOADING (pst) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.08 B-K 999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0,48 Vert(TL) 0.23 8-K 993
BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.03 G n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl ® 240 Weight: 86 lb
BRACING
TOP CHORD Sheathed or 4-11-14 oc purlins,
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIOA",,'
13-90(load case 4)
Max UpliftG--204(load case 5), B--204(load case
FORCES (11h) - First Load Case Only
TOP CHORD A-B-22, B-C--1377, C-D--1128, D-E--995, E-F--1128, F-G--1377, G-H-22
BOT CHORD B-K-1195,J-K-995,1-J-995,G-1-1195
WEBS D-K-392, E-1-392, C-K--345, F-1-345
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 204 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 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,
w. 1111
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907224!
Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228T2A
EM
53907228 1 T2B I COMMON-41
Inc,, Bur 171111101
Job
25:29 2= Page 1
1-0-0 6-11-4 3-0-12 3-0-12 6-11-4
Scale - I
5x4 =
30 = - 3X5 =
RMW
10-0-0
Plate Offsets TX _1q., 0 -4 - 0x0 --379]
LOADING (psf) SPACING 2-0-0 CS11 DEFL in loc) I/defl
TCLL 20.0 Plates Increase 1.25 TC 0,43 Vert(LL) 0.10 F-G 999
TCDL 10.0 Lumber Increase 1,25 BC 0,65 Vert(TL) 0.29 F-G 810
BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0,03 IF n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/def I - 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-864/0-8-0, F-778/Mechanical
Max Herz B-1 05(load case 4)
Max UpliftB--213 (load case 4), F--145(load case 5)
FORCES (lb) - First Load Case Only
TOPCHORD A-B-22,8-C--1400,C-D--1093,D-E--1096,E-F--1406
BOTCHORD B-G-1217,F-G-1244
WEBS C-13-360, D-G-753, E-G--397
10-0-0
PLATES GRIP
TL20 245/193
Weight: 82 lb
BRACING
TOP CHORD Sheathed or 4-10-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES (4.5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; I I Omph; h-1 5ft; TCDL-6,0psf; BCDL-6.0psf ; occupancy category 11; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1 .60 plate grip DOL-1,33.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint B and 145 lb uplift at joint F,
4) Truss shall be fabricated per ANSIiTPl 1.95 quality requirements. Plates shall be of size and type shown and centered
at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on
this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing
required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss
designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a
specific building. Any references to job names and locations are for administrative purposes only and are not part of
the review or certification of the truss designer.
5) L26R: Right end may be attached to 2xI3 So.Pine or larger BC of one or more ply girder truss with Simpson LUS26 or
eq, Follow Simpson instructions for installation.
C,
Ln
C\'I
P1
DUAL RIDGE GABLE
Referenqp qp iqrjal)
r6du 66jnc,, --Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 10:25:30 2003 Page I
I
1 0-0-0
1-0-0 10-0-0 7-0-0 7-2-5 4-4-6 5-5-5 1-0-0
Scaie - 1:5T-,
3X8 -
316 'W 3.65 2X3 11
5x7 - R Q P AK exo 11 de" I 1 0 ?XD 11 ZXD 11 6.7 =
5X8 = 5X8 = fiX6 --
20-0-0 6-5-12 7-6-4
Plaid b :0-4-0 0 0-3-8.0-2-111
LOADING (psf) SPACING 2-0-0 GSI DEFL in loc) I/clefi PLATES GRIP
TCLL 20,0 Plates Increase 1.25 TC 0.99 Vert(I-L) -0.21 O-P >999 TL20 245/193
TCDL 10,0 Lumber Increase 1.25 BC 0,59 Vert(TL) -0A1 O-P >964
BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0,08 M n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/defl - 240 Weight: 252 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Sheathed or 2-10-11 oc purlins.
T2 2 X 4 SYP NoA, T2 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 9-10-10 oc bracing.
BOT CHORD 2 X 6 SYP No,2 WEBS 1 Row at midpt D-S
WEBS 2 X 4 SYP No,3 *Except* JOINTS I Brace at Jt(s): S
W1 2 X 4 SYP No.2
OTHERS 2 X 4 SYP No.3
REACTIONS (lb/size) B-1606/0-8-0,M-1691/0-8-0
Max Horz B-1 65(load case 4)
Max UpliftB--345(load case 4), M--377(load case 5)
I
FORCES (lb) - First Load Case Only
TOP CHORD A-B-26, B-C--3307, C-D--3008, D-E--2676, E-F--2655, F-G--2501, G-H-823, H-1-768, I-J--2395, J-K--2690, K-L--3369, L-M--3556,
M-N-26
BOT CHORD B-R-2978, Q-R-1715, P-Q-1715, P-AK-2898, O-AK-2898, M-0-3201
WEBS D-W--337, V-W--363, U-V--251, T-U-513, ST-753, P-S-869, I-S-246, G-T-625, D-R--138, C-R--270, R-U-1 119, F-V-292, E-W--68,
J-P-484, K-P--655, K-0-356, L-0-183, G-1-3265
NOTES (7)
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.Opst; occupancy category 11; exposure 8; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1 .60 plate grip DOL-1,31
3) Truss designed for wind loads in the plane of the truss only.
4) Gable studs spaced at 2-0-0 oc.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 8 and 377 lb uplift at joint M.
6) Special hanger(s) or connection(s) required to support concentrated load(s) 470.01b down and 120,51b up at 20-0-0
on bottom chord. Design for unspecified connection(s) is delegated to the building designer,
7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered
at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on
this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing
required for the overall building design. Building Designer shall verity all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss
designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a
specific building. Any references to job names and locations are for administrative purposes only and are not part of
the review or certification of the truss designer,
1) Regular: Lumber Increase-1.25, Plate Increase-1.25
Uniform Loads (pit)
Vert: A-H--60.0, H-N--60.0, B-M--20.0
Concentrated Loads (lb)
Vert: AK--470,0
tfl
41
CD
co Do
V) Cl) (f) U) cl) U)
cTC371s7
71c3713 c S-, B
0
C 3711% n CS-M
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S"D2
SD3
SD4
SD5
SD6
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Tl
Tl
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li Tl
C
Tl
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TlA
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TT3G3G
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C
ITEMS LEGEND
TYPE T OESCql—PTION
I r- HUS 28 MEDIUM DUTY -ROOF
Q 0 0 CUSTOMER NAME:
Ali 0x Z CENTEX HOMES NOTES: THIS DRAWING IS THE PERTY OF APROORLANDOUNIVERSAL / SHOFFENER L_LC. AND IS NOT TO BE
Q)z
Cl
wo PROJECT:
7562 ELEVATION
USED FOR ANY PURPOSE DETRIMENTAL TO THEINTERESTESOFUNIVERSAL / SHOFFNER L.L.C.
A ROOF THIS DRAWING MUST BE USED IN CONJUNCTION
rn
E0AT:4J
SCALE: N.T.S.N. T. EEQ
WITH ALL OTHER TECHNICAL. DRAWINGS SUPPLIED
By SHOFFENER INDUSTRIES, INC. AND 'BRACING
WOOD TRUllEl: COMMENTARY AND RECOMMENDA-
TIONS' AS PUBLISHED BY THE TRUSS PLATEQUALITYPRODUCTSFORQUALITYBUILDERSS INSTITUTE FOR INDUSTRY STANDARDS IN ERECTING
REVISION:
R_EVISIOW___::
TRUSSES LOCATED AT 583 D'ONOF110 DR. DATE: BY:: SUITE ON M ,71 926O(L),'S
DATE: BY: ] (608) 833-5900
1
UNIVERSAL FOREST PRODUCTS
SHOHNUR, LLC,
5631 S. NC 62 PHONE (800) 476-9356
BURUNGTON, NO 27215 FAX (336) 226-9403
19
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with Sidetites Pasiflve 60,0 PSF Negative 60.0 PSF 4}
ou'Fe w wo Sidetites Positive 47,0 PSF Negative 470 PSF O c r
K M c !''rNt7rYJRs'IOuc. O CCx, Ox, x0, OM XX. OxxO Cy r-
FYru rs'srt Old Ths hood and sidd jambs ors Cngerfoint pine - d 2 O meas,,
nhq a min, 4-9116' rith a ;/2' rabbeted atop. a `} Y .. ^.,
3/,6' TAPCCN LLut f8. O.C. t/2" DRYWALL O O TYPE
ANCHOR J. O 5 O 3/
16' 7APCorB f x 1 FERR?AfC Q T
TYPE -
1
2" DRMALL \... ry 4 a gg
WASONRf LSJ7FL 4 q
Ix
BUCK - r' 9 (
O
ZX
BUCK as
t
2
Y {
N
Y t ( 4 1Vl
X CD S/
W 7APCON ' `OJV t 4 T' onc5e.
rwt. 1, s
C c r5 PPSf ®
Y
CONCRETE >,
CAD
q A(AiOMRY BLOCK MEAtl .YWS - o r,' l w
ip
zx SUB -SUCK Y Y
To Ix SUB -BUCK r. Y'
p ,/
z'
wmxncc .3 gl
Y,
3/
76" TAPCON RRTYPE ANCHOR2
EvcK - , x
1 ?tK grtG y ELCO TAPCON Of' ECLAL z
235 C8. SMf}R iaATiPJC}(A0
vf%
t ei - t •_
E `+ fK g Z U
z TYPTd*
TAPC'ONANCHOR,.'" II
D.
F Q
SH14
SPACE 4. -
fRttC4 5tfyE Jw+9 j smKl '. _
Y , 70 7X SUB-BU -BUCK8
t3.684.363stom
t. This system has been evaivatod for use in locotions a,dhorrnq to the Florida Buitdinq Code DAM e/3/02 SIDE
JarB and wr.— pressure requirements os dotemined by ASCE 7 Whimum Design toads for Buitdinq, TO
2x SUB -BUCK r rya, t SCALE:
N.T.S. and
Other Structures do not exceed the design pressure rotings listed herein. DWG. BY: w-LN. 2
For instatiotiona There the sub -buck is Pass thou 7-112' (FBC section 1707.4,4 Anchorage Idethods CXK. gY; PW. and
sub -sections 7707.4.4.1 and t707.4,4.2) Tapcon typo concrete anchors must be used and the mAwllc Nos length
must be such that a minimum 1-114" engags nent of the Tcpcon into the masonry waif is obtained. T-0220i sa+
cez or
yorl DESIGK 7ON: Thermro-Tnr out -Swing boar WoW Frames System PRESSUREEnSC:
J tux ie" 0-C. iing{e Positive 67.0 PSF Negative 67,0 PiF r >
t„d'itkEtA! tyv£'t NOkItNAL 52E StrgN up to 54 s 6'O w/wa sidaftax h r
Docrbpe up to 6'4 x 6'D w/wo a1dm11tes ' .e , Singfe with SideErtcs Positive 60.0 PSF Negative 60.0 Py'i'
ir«PrF ONFi .rPAT10Ns' X, OX, Xc, OXO, XX. OXXO
7ouble w/wo Sidetites Positive 47.0 PSF Negative 47.0 PSF
R
Gctt 'R4 DESC'Rin0N; The head and side jambs ore frngarjoint pine O Q h
meosu6ng a min, 4-9/15" with a 7/2' robDeted stop. C UASONRY LINTEL
3/16" TAPCON I x l HRRING q W^
TYPE ANCHOR J° itAx 18" O.C.
i D,irvAt ¢
t/A$ONRY LtNTE1 1 x 2 FIRRING . Tto
DRYWALL r, °
7/ 3/i6` NC40Ryi TYPE AhCNCR
IX BUC<
3/ p6" TAPCON a !
nTY?E ANCHOR y r .25' 4AX.
r `''. SHU4 SPACE o
3/16° TAACt7N 2.23' 3."•' ` E u rmi
T7PE ANCHOR
rw lvoS IE HEAD JAM$ r++
q2 T.75`i`z_ kkk ¢(
y F0 iX SU8-BULK 'y - 2. e' n
HEAD JA.VB o CONCRETE
bf/iONRY BLOCk
SUB-BUCX m s u_ J SHrFi
i q s5'"4 per. ( to
EyB, 3/16" TAPCON # '<
T'YFE ANCHOR ° t.
Y
ELCO TAPCON OR E04JAL - 3/7 6' TAPCON '1 Ll
i3' MtN, Z (
235 L6. sHE.tic FATNG) TYPE ANCHOR " CSb
r .26' wiY. a t Z SHW SPACE . I O7ton ' k U U7 fD
E 4 2-1/2..
c- PFH : c_yNrc FlaRavG o
x x DRtwAtl
YERTTCAL SXX 'AWS tX BUCK
i IU LwwCFi
a .rN RIOQ !y bWSUi7N175, INC
2 FTRRING t. This syspem'hos been sYatuated Oar use in tocr'tionx odherrnq po the Florida 8uitding Coda E 813.684.3835
15" WN.
r
and whore pressure requirements as determined by ASCE 7 Minimum Design Loods far BuildingsC-SINK DRYWrLL DATE: 4/3/02
2X BUCK dnd Other Structures do not ezcaed the design pressure ratings fisted herein.
SrOE JW$ SCALE: N, T,S.
TO 2X SUB -BUCK 2. For rrxstatk7tidns w#era the sub -buck Es feu fhcn i-t/2' (FBC section 1767,4,4 Anchorage McU+ods DWG_ BY: W. N-
and sub-sactlons 1707.4.4_i and t707,4.4.2) Tapcon type concrete anchors must be used old the ChK SY. RW
length must be such thot a minimum t-1/4engagement of the Topton into the mosomy wC4 is obtoieed. DAWNG No. 3.
When usinq c tX rub -buck o 6-9/16` jamb is required to cite. for min, edge spoc;ng for 7opcon type anchors T-02203 ICU
S1K 1 f 1. }
t• ..
YODEL DESIGNA770ti Tborma—Tru to —Swing / Oct —Swing Door Wood rhOMOS System
gA JMLJA4 OVE56LL NQMltj&- SIZ Single up to 5'4 x 6'0 ,,Iwo side,lites,
Double up to 8'4 x 8'0 w/wo sideRes
X, ox, X0, OX0, XX' OXX(j
rFNFPAJ t)FSC-EIaMIq' The hood end side iambs Pro rIngerjoint Pin*
measuring a min. 4-9116' with c t/2' rabbeted stop.
DOUBLE: 2X
HEADER
2. HEIzet
ZX STUD
2X LACK STUD
pm ws
1 2
PFH WS 4'"11 X
Sw&4 SPACE
t.t
ZWE.
C, z el
W
QE7SIGN PRESSURE RA71NG,
Single Positive 67.0 PSF Negative 67.0 PS,'
Single with Sidetites Positive 60.0 PSF Negative 60.0 PSF
Double w1wo Sidelites Positive 47.0 PSF Negative 47.0 PSF
This system nos been evaluated for use in locations adhering to the Florida Building Code,
end where pressure requirement3 as determined by ASCE 7 Minimum Design Loads for Suildil;s
one other Structures do not exceed the design pressure rotings Listed herein,
cc
gonMCZL! io
CO
C
1: m
In IRz
z
C LU Ln
LIJt'l 0
CS VI
0Cr-Ii C)
CCZ or
0
Lh OATE-
1 4/3/02_ SC.
LL N.T.S. 22tc,
BY: WwL-h CtK,
Ft R.W. Dp.
kW94 xo T-
022C2 ss
es , x 7
THERMAoTRUSI I
CL&SSJ`C`/*SW0I AMES,
GENERAL
NO 1.
THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING
CODE 1994 EDITION FOR m"I-DADE COUNTY 2,
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO THE STRUCTURE, 3,
PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN
ON DETAILS. ANCHOR EAdBEOMENT To BASE MATERI SHALL
BE BEYOND WALL DRESSING OR STUCCO 4,
DESIGNED PRESSURE RATING SEE TABLE PAGE 1, 5.
THIS PRODUCT DOES NOT MEET THE WATER PEOUfREMENTS FOR
MLAMI-DADE COUNTY- 6.
WLAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE
RZQLfELED FOR 22EIJIONLY. 7. SIDELITES
ARE AN OPTION AND CAN BE USED IN A SINGLE OR
DOUBLE CONFIGURATION. INSULA to
all
Face sheets
F',bergloss cvg, min, yield strength Fy(min,)-
6,000 P-1i SmoofhStcr 0.
070' minimum skin thickness Fib ,Classic
O. I 10- minimum skin thickness L2[a_
df1igr1; Polyurethane foam core, withl,g
lbs. density by BASF. Fp# ne(
skin is constructed from c f0.070' thk, st?"t moving
compound imi,,,jor Povjiy is filted with 1-9 tbs. density WF polyurethane
foam. The porq face sheets are glued to the wood stiles andLulls. Tht LA latch eite s minforced with a wood lack block measurin 2.375x14-0 long at Me stake and deadboh l000tiom The hinge Pine and thetopcrkIba"cwh roll am of a st;Ie isrogerJointedwoodcompositematerial. In
the double door opp5m6on the inactive door a fitted with an 00judol
aluminum ostrogC4 (Wi,-4 Jorr6er 6) of 6063-TS allay. The frame is
constructed from rmoer jointed pine. The header is the
side with (3) 169v- 1/1' crown x long stopks of eachSide, The M/IZZ am secured together ip c saefite opahcotion using 18 x
2* long PFI4 Wood Screws (6) qv,,, per each mullion. The umis use an Inswing
Saddle threshaid measuring 5-75' x 1.548' in The sidekle
ponels are sondwch glazed two piece FZPV 4 11mnlll'ln 'heyore dry glazed on the exterior with u"178 thik. cellufor glazing (ape (Stik-lf Tape) k caulked with saicone. The Re frames are held a /8 x112tangpiascrew. 3 7 5'
MAX, OVERALL WIDTH 36'
MAX PANEL
WIDTH If
Z LO z
o
71\
n Z
SINGLE
INSWING
UN
74,5' MAX.
OVERALL FRAME WIDTH- 36.625' MAX.
PANEL WIDTH ZASTRAGAL
Li o
UNIT
22WLL_
ASWfNG
UNIT
k:±) DESIGN PRESSURE RATING
W TER INFN
T RE 6UNOT
NEEDED0 PS, 6
0 'S 0 RE 67O
PSF
WH Rc WATER
INFILTRATION UNIT TYPE RE"
19EMENT S NOT NEEDED IN 'F SINGLEDOUBLE + 55.
0
PSF - 55.O PSF FRUL t. U
L + 55,0 PSF - 55.0 PSF WITH 1055- MAX.
OVERALL
I`KAMt Vyiufn 36,625' MAX
PANEL WIDTH W/
A5TRACAL 7llla
lit-1-
15.
5" MAX.
FRAME WIDTH 73.
75- MAX.
WIDTH 7,125'
MAX.
D.L.O.
WIDTH ALL MODELS 68,
5' MAX. OVERALL WIDTH 155" MAX, ARE
VIEWED 36' MAX. I'll FRAME WIDTHb -IFL'i
FROM INTERIORPANELWIDTHT13.75'
MAX. nI WIDTH I
fiEnD
2 ma
4 ftk 7,
125'
MAX.
D.L.
O. WIDTH Z
0 O co OD
LnJ
Ld 0LJ ,
rr --
s 0CILW
CL 19 513.
654.3531
z
Li
Q1 cc
15 _ ® Cy 00
13 7 7 ® z C7 r-t
13 t7 20 0 LdC: W
20 i 0:3a00
w = 29 r,
of =
i L,, X 0 42 W cb C
ZY-
Z oa0 Z n n 6 d O0
1 p c> 33 Co., 43
mo
u D :D 0- 38 0 ;. 0- SEE NOTE I
34 5 SH7. 4 p
vx
01 T o i 41 r vz
i SEE NOTE o a
U) SHT. 4 ` In <caIw
o 4 5' MIM a vat i a' D . 610w =, 1 GLASS THK. pi
0 Q c ox IN Rf ExTFR10R
INT RlOR CL W h -' `XT ftl iz o.
O o Q 25 XC7 C
f < RZ
168'
MIN- jp o FOAM GASKET &PANEL
THK, Ik00SILICONE CAP BEAD p noO Op6a1.68' MIN. p11 '-
D . - PANEL THK. o ° '-D.4240i11519
fZt3SEENOTEZ
f4 5 SHT. 4 ci
14 Z,m m °'
o w 29 cv '
f c`w i , I l%euftrnxc YNSULTkNTS,
IWC 08
10/01 scue:
1/2" = 1." Till
e
e ° crec BY: RW if
t
P c c rT'; N 2 SfD£UTE PANEL' L'k;. ' ti o + - S-2151 2
DOOR PANEL sa,ecr 2 or 8
24
SEE NOTE 2
XT RIOR
8 7 0 W5
b- CC
SHT• 4 O CO
27 O 43d6Lp2
INACTIVE
ACTEVE Q: Z O , Lr) ge5J LL
OL}6
h.
Y
3 30
ZASTRAGAL RETAINER 31
BOOT 8.0* LG. TOP 22BOTTOM (2) BOLTS INTERIOR z z
AT TOP & (Z) AT BOTTOM SEE NOTE 6 3 n
16 SHT. 4 FOAM GASKET & y nus z v
43TE SIUCONE CAP BEAD
3 g ASTRAGAL 5ESHTa 4 34 U fl w gp
7 8
43 33
25 0
a vs a
10 m
1.15, wN. Rf R
zEUB.
m
o 625- MAX. SHIM
FOAM GASKET &
o o
Q D O
15' WIN •
C—SINK SILICONE CAP BEAD
w-
o
z
v
C
SEE NOTE
43 SHT. 4
34
o
N R! Rl Y
z Y
36 u
U
5 33
25
Z 4
cow 41
1
6
25 9 10 28 D ¢ a SEE NOTE €
R c 37 SHT. 4
13 Z SEE NOTE
7 SHT. 40O2HRtON7CR S C71 N a
a HfNGE JAMB TO SIDEUTE
z
us wHc
D Y
Z VVONSUlTAM4S. IHC
613.664,3837
36
29 47 r\ y n f'1''t'T, Uil, 1J1i '1 io,t c acre 08 €0/01T }ttiili
jLfff&C" f 6
f7 _
35
SE NOTE i
SHT, 4 L
jt?'=l•'<1 `.J tSJ j..li:' 1 N g
owc e : TJH
ate. er: RW
3 NTA R 7 N.:
i
5-2t51
0 SfDELITE TO BUCK
1, 15 MIN.
a' EMBED,
WIN.
C-SINK
7
13 3
25* X.
21 31
S'HfW SPACE LNTE PIR
TOEIIJCK
NOTES:
I. SPACING FOR ITEM NO, 41 (LITE FROWE SCREWS) IS AS
FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5"
16.5', 27.5®. 3&375-, 49.375- & 60.3757. HORIZONTAL
THERE ARE (2) SCREW BOTH TOP AND 8070M AT 2. 125
IN FROM EACH CORNER,
2. SPACING FOR ITEM NO. 27 (18 x I' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR Is AS
FOLLOWS: FROM THE TOP DOWN 17. 3, 5, 18,25,
40 , 5, 59.25, 74.25', 76.25' & 78.25'
3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH3) 16Gk x 1/2® CROWN x 2' STAPLES AT BOTH SIDE, 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAM6S WITH2) 76Gk x T/2' CROWN x 2.5' STAPLES AT BOTH SIDE.
5, THE SIDELITE IS DfRECT SET INTO THE JAMB WITH (12) ITEMNO. 43 (J8 x 2' PFH. WOOD SCREW)• THERE ARE (4) ATEACHVERTICALJAMB, FROM THE Top DOWN AT 13,5', - IN31-, 48.5- 66-. THERE ARE . (2) AT THE HEADER AT 4FROMTHEOUTSIDECORNERSOFTHEFRAME- THERE ARE
2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS.
6. SPACING FOR ITEMSCREW) SECURINGTHEMULLIONSTOGETHER ;s THE SAME AS THE PERIMETER
ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UPFROMTHEBOTTOMWITH (d) MORE SPACED AT 13.7 - 0 C7, WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK
USE ITEM NO. 12 (J70 x 2' SCREW) WHEN ATTACHINGTHEHINGETOTHEJAMBANDTHESIDELrFEATTHE
MULLION USE ITEM NO, 37 (110 - 1 314- SCREW).
o Z
15' MIN.
EMBED.
MIN.
C-SINK
100
a L
CL
Ka) HINGE JAMB TO BUCK,
FOAM GASKET &
SILICONE CAP BEAD
SEE NOTE
5 SHT. 4
IZj
Z
41
SEE NOTE I
SHT. 4
SEE NOTE
6 SHT, 4
3 HORI NT RO I NTI'D -!C (Al STRIKE IAA 1113TO
TT'
7 7 T
771-1
Ll 12SEE NOTE
7 SHT. 4
25' MAX.
SHIM SPACE
Z
O L" V
X?= In Lj0,0sn.
cl
02: o
112' = I
eyl TJH
Rw
Z-;o—
S-2151
4 v 8
a' EMBED,
WIN.
C-SINK
7
13 3
25* X.
21 31
S'HfW SPACE LNTE PIR
TOEIIJCK
NOTES:
I. SPACING FOR ITEM NO, 41 (LITE FROWE SCREWS) IS AS
FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5"
16.5', 27.5®. 3&375-, 49.375- & 60.3757. HORIZONTAL
THERE ARE (2) SCREW BOTH TOP AND 8070M AT 2. 125
IN FROM EACH CORNER,
2. SPACING FOR ITEM NO. 27 (18 x I' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR Is AS
FOLLOWS: FROM THE TOP DOWN 17. 3, 5, 18,25,
40 , 5, 59.25, 74.25', 76.25' & 78.25'
3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH3) 16Gk x 1/2® CROWN x 2' STAPLES AT BOTH SIDE, 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAM6S WITH2) 76Gk x T/2' CROWN x 2.5' STAPLES AT BOTH SIDE.
5, THE SIDELITE IS DfRECT SET INTO THE JAMB WITH (12) ITEMNO. 43 (J8 x 2' PFH. WOOD SCREW)• THERE ARE (4) ATEACHVERTICALJAMB, FROM THE Top DOWN AT 13,5', - IN31-, 48.5- 66-. THERE ARE . (2) AT THE HEADER AT 4FROMTHEOUTSIDECORNERSOFTHEFRAME- THERE ARE
2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS.
6. SPACING FOR ITEMSCREW) SECURINGTHEMULLIONSTOGETHER ;s THE SAME AS THE PERIMETER
ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UPFROMTHEBOTTOMWITH (d) MORE SPACED AT 13.7 - 0 C7, WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK
USE ITEM NO. 12 (J70 x 2' SCREW) WHEN ATTACHINGTHEHINGETOTHEJAMBANDTHESIDELrFEATTHE
MULLION USE ITEM NO, 37 (110 - 1 314- SCREW).
o Z
15' MIN.
EMBED.
MIN.
C-SINK
100
a L
CL
Ka) HINGE JAMB TO BUCK,
FOAM GASKET &
SILICONE CAP BEAD
SEE NOTE
5 SHT. 4
IZj
Z
41
SEE NOTE I
SHT. 4
SEE NOTE
6 SHT, 4
3 HORI NT RO I NTI'D -!C (Al STRIKE IAA 1113TO
TT'
7 7 T
771-1
Ll 12SEE NOTE
7 SHT. 4
25' MAX.
SHIM SPACE
Z
O L" V
X?= In Lj0,0sn.
cl
02: o
112' = I
eyl TJH
Rw
Z-;o—
S-2151
4 v 8
SEE NOTE
3 SHT. 4
SEE DETAIL 'F* SHT. 5
5
3'
3. 3' 3_ 3 3
T P 7YP. 7
TYR, TYR.
SEE DETAIL
SEE NOTE F' SHT.' SEE DETAIL
6 SHT. 4 E"' SHT' 5
TYR.
SEE DETAIL SEE NOTE/
G - SHT. 5 6 SYT 4
Typ.
L
0Z LJ
coco
ICLM
LL Ln
o SEE NOTE M Lu
3 SHT..
t :D CDcc
mul 00 Cl- r013Lo (D)
6 u TYR.
4
Ln
7-
SEE DETAIL 93 SEE NOTE
H* SHT. 5 4 SHT. 4TYR.
SEE DETAIL C, Typ.—
G' SHT. 5
1414a
TYP,
4
NTY,Pf (3TYP. is
If Ty"P.
3 3'
6
3 .3'
6 6
EEg — E&TRAL FLORMA B-O-A-Fp
pouaLER W I 7
MANUFACTuRM NAMES
I/-
C-., 7 r
MASTER -'er'lLE,,AA0,357' BOLT DEEP
ENOUGH FOR A 2"
13 BOLT THROW
72 70
13
10
F'
ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS
DETAIL STRIKE PLATE To FRAME AT THE THRESHOLD
SHOWN
DETAIL
SHT. 5
TYR.
SEE NOTE
4 SHT- 4
g
z
zc
F p -- VLTANT, 011-
813.584.MZII
DOE. 0811 PZO I-
nL N.T.S.
owc. ar, TJH
w- w RW
S-2151
sir 5 of 8
to
I
CENT-1,RAl Lr ID-L
T 07 T-, -,7uE R NAMEIR
SEE DETAIL
r7-WMAS FME
3'
cc 6'
3-
3. 3 3 P
SEE NOTE
TYR, 3 SHT. 4
SEE NOTE SEE NOTETYR. SEE DETAIL 3 SHT. 4 6 SHT. 4
F' sHT. 5
o Typ. SEE DETAILCLG' SHT. 5
SEE DETAIL
SEE DETAIL SEE DETAIL TYF. 'E' SHT, 5
E' SHT. 5 'H" SHT. 5 Typ.
TYP,
j- SEE DETAIL -K'
14SEK
Typ. -mt— E
NOTE 'G' SHT. 5 14
7 4 4 SHT. 4 TYR.
14 TYR. Typ.
j3
SEE NOTE 3-
14 4 SHT, 4 6' --
ZV6 5- 6
TYR
not
rRr E DOOR SINGLE
DOOR [TES 453'
CLASS BITE
1—.463' GLASS BITE 7/
8- TEMPERED 25GLASS25'
AIR SPACE
1/
8- TEMPERED lbffER
GLASS 6
3641
SE
NOTE 7 25' STEEL INTERCEPT SHT,
4 SPACER INSULATED
T±'L TCM
LITE FRAME QLAL INL-QZ&tL 25
118- TEMPERED 40
GLASS L
25' AIR SPACE
O '
7 z
1/8- TEMPERED GLASS
INTERIOR
36 z z 41 SEE
NOTE i
SHT, 4 25"
STEEL INTERCEPT
SPACER
INULA
FD GLASS W/ INN
T,
05/ 1 yoI kLL.
Nl.S. c.
91. TJH BY,
RW W*
lc S-
2157
NT,
4.563'
T
20 21
WOOD FRAME
2 3 FINGER JOINTED PONDEROSA PINE
I q2'
734'
99
28
097'
4 x 4 ffl
1.531
51DELITE TOP dC EQF-Q_M--RA-1
FINGER JOINTED PONDEROSA PNE
EXTRUDED a7Y7
F(--
z.r41`
T
tb
BOTTOM aQQ
0,09' EXTRUDED VINYL WALL
w
rn TTI
SS. BOTTOM PAIL
WOOD composirE
o
T— ¢-- i,53 I (DELTOE! EAi
wOOD COMPOSITE
it%ll 1:1 ELLIE #
1.077-
1. M5,31
c nC1 RE RI A"k' qlr)F STt( F
FINGER JOINTED PONDEROSA PINE
JZ 71
1.531
EC iAlCtf SIDE SULECOMPOSITE TCM
nERMA-TRU'a POL2EQPLLLLE) PLASDC
LIP LITE FRAM 34EXTRULED. rCM 5.
75' 153
1 FC
EQ72M MLA 60,AISTIN-C WOOD
COMPOSITE MwfNLjmL4y L 015' WALL ALUM 08Q-
THK. WALL VINYL TYP, I
I
2.
375" 9 ILD9 CONSVLTANTB, "
813.
684.3831 T-
sc-
s' N. T. S TJH
T
CHK.RW WEZ
30
S-2151 WOOd
LOCK BLOCK FINGER
JOINTED PONDEROSA PINE sncF-L --,8
38
S5, TOP RAIL
WOOD COMPOSITE
Z
579" 31.cl co6
col
3 Lj
it
ZE
00
179' 00
ON R V4 P SfON F BY THERMA-TRU sa, WOOD-tSIDET' fpHfTHT
W YL JACKET FOAM CELL CORE W/VINYL JACKETFOAM
c up
CELL UuKt- w YL
31 1
r-- 1.53, - -----
3
IN
DRILL TRU FOR
357' DLk ASTRAGAL
DRILL TRU FOR A J8 RETAINER BOLTS
PFH. WOOD SCREW 2FLCS
WINDJAMBER If WR68T STRIKE PLATE
ASTRAGAL RL7k
YE
1'5% MATERIAL' CIR
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JUN-2t-2002 09'52 MILESTONE WINDOWS i07 323 9729 P.02
911721
4077201
South Rosalind AvenueI
BoxP.O. Box 2867
Orlando, FL 321802-26,87
836-5760
RF_: Florida Extruders Fenestration MasterFile Update
Mr. Plante,
This letter updates and clarifies nomenclature regarding buck thicknes
mentioned on Florida Extruder Window, Door and Mullion installation drawin
contained in the Orange County Fenestration Master -file. Based upon t
discussions at the Mid -Florida Horne Builders Association's meeting at their offic
on June 19, 2002, this letter was the agreed upon procedure for manufacturers
clarify the issue of "IX Buck" thickness nomenclature- used on installation drawing
Builders/Installers when pulling permits for Florida Fxtruders windows will have
include this letter with the installation details. Florida Fxtruders requests t
Orange County Building Division to file this letter against the Masterfile Numbe
and Installation Drawings identified on the attached listing. I
Based upon a review of the signed and scaled engineering produced by Lild
Engineering Company for the methodology used in the development of Flori
Extruder's Window, Door and Mullion Installation drawings, the thickness of L
buck in non-structural applications (i.e-, buck thickness less than I Ih") do -S n
influence the lateral resistance capacity of the concrete screw (i.e. Tapcon
Therefore, buck thicknesses less than 1 1/2" are acceptable as non-structur
attachments when the window, door or mullion is installed using a 3116' concre
screw with a minimum emi•edment on I %'. Concrete Masonry Units should have
wall thickness of 1 1/4' and a pre -cast sill's thickness will exceed 1 'A". The drawi"
clearly delineate the requirement that a minimum embedment depth of I 'A' mu
e Maintained by the in&taller. It is up to, the installer to use the appropriate leng
concrete screw so as to maintain the required minimum embedment an I ]
b
Therefore, for Florida Extruder Ntallialtion drawiings where a non-
structural buck is used, norniencilature such as -IX buck by others" or
imillar statements shall be construed to mean that a buck thickness of less
than 1 1/2- is acceptable. The definition of a non-structural buck is based
on Section 1707.4-4.2 of the Florida Building Code.
2540 Jewett Lane, Sanford, FL 32771-1600 * (407) 323-3300 ® Fax (407) 322-3337
1 - __ - - -- - - - - - - - - - - ®
3UN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729
AMM6da
AW
The attached table lists all Florida Extruder drawings in the Orange County
Fenestration Masterfile affected by this engineering statement. Any questionsshouldbeaddressedtotheundersigned.
Robert J. Arnoruso, PE
you-4W-IL-e(lori x rudqr,li,com
Florida PE License No. 49752
Florida Extruders International, Inc_
Certificateof Authorization No. 9235
Cc: t7arl Moore/FEI
File
PE Sealing Statement:
The letter was signed and sealed
MIA a"i
A rubber stamp seal was also
for Orange County Building
Division Masterfile scanning.
nie.- 2m:Z-LTR-R-1A-00.9
CH
323-3300- Fax(,iZ7-)322-3337 2
2540 Jewett Lane, L 327 Y-1-16. (407-
N
dry walt cap
NOOK
w r +
8x Iwcd
LIVING 1562sf 4' 40 7'
LOW
12xb lwcd
D . 12x12 lwcd y340 s — 150Ey'tr 7!' 1a.
D®
4 12' 3' loath duct
x4 I•c an
12x12 rc i
w/fof cap
5
8x4 we
i `'s 1 10
8x 1r,
5
ILLFYl4i
Ay i x8 lwcd }}
4iiiL 4°
250 9'
r _uxIC r:.g
80
16 lox6 lwcd
N)7 1 ,
10x1{3 r-.g tRj CL
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24x18 rag
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im
12x6 Iwcd d
120
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1,1dr . ff ftw4a42X42 A/C SLAB
BY BLDR MIN
r 2' FROM WALL
Efflffl-Pl AN
scale .i/8'=1'0'
Must have a minimum ctearance of 4 inches around the air handler per the Stag Energy code. AH duct has Gn r=6 insuLation value.
z
Q
o S
X OJ
z
Ll f z
1 s-, LLJ
x CY
LLJ _1 C-) [l
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I Iz
U z
Rating zo
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1 0
o —i c/)
Q a_,
Q 0
m
e
ONE BY WOOD
BUCK BY OTHERS
CAULK BETWEEN
WINDOW FLANGE
WOOD BUCK
17ZSTUCCO
BY OTHERS
PERIMETER
CAULK
BY OTHERS
RIGID VINYL
jGLAZING
BERD
H. (TYP.)
DOW
aEIGHT)
CAULK BETWEEN WINDOW
FLANGE & PRECAST SILL
W/ VULKEM 116 ADHESIVE
CAULK, OR APRV'D. COL.
PERIMETER
CAULK
BY OTHERS
CAULK BETWEEN
CONCRETE OR WOOD BUCK &
MASONRY OPENING MAS'Y_ OPENING
BY OTHERS BY OTHERS
1-1/4' MIN.
c EMBEDMENT
I
I INSTALLATION ANCHOR
3/16' DIA. TAPCON
Is
SHIM AS REQ'D.
1/4' MAX.
SEE NDT£S)
GLASS
TYP.) (SEE NOTES)
B.H.
BUCK
HEIGHT)
FLANGE TYPE
WINDOV FRAME
SILL
PRECAST SILL
BY OTHERS
NOTES SECTION A -A
1) SHIM AS REO'D, AT EACH 114STA.LLATION ANCHOR. MAX. ALLOWABLE
SHIM STACK TO BE 1/4', D
2) WINDOW FRAME MATERIAL: 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 SILICONIZED ACRYLIC CAULK FOR PERMETER SEAL AROUND W , N ,
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 REO'D_
7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM
E1300 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_
1D) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS
PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000
SERIES SINGLE HUNGS. ELEVATIOiN
RUCK WIDTH)
INSTALLATION ANCHOR
ONE BY WOOD 3/16' DIA. TAPCON
BUCK BY OTHERS --
SHIM AS R£Q'D-
1/4' MAX.
RIGID VINYL SEE NOTES)
GLAZING BEAD
TYP_)
GLASS _
TYP,)(SEE NOTES)
FLANGE TYPE
WINDOW FRAME
JAMB CAULK BETWEEN
WINDOW FLANGE
WOOD BUCK
W.W.
WINDOW WIDTH)
SECTION B-B
W , ,
m
PERIMETER
CAULK
BY OTHERS
CAULK BETWEEN
WOOD BUCK &
MAS'Y. OPENING
BY OTHERS
CONCRETE OR
MASONRY OPE14ING
BY OTHERS
E
K
G
1
1 1) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A
STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF
FROM EXTERIORSUFFICIENTLENGTHTOACHIEVE1-3/8- MIN_ EMBEDMENT AT VI EWEuF
ALL INSTALLATION FASTENER LOCATIONS.
1-1/4' MIN.
EMBEDMENT
1D
O
tH£RS 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 1/8 X 25 B B F,G F,G
0
13 18 1/8 x 37 3/8 B 8 F,G
F,G
F,G
F,G
14 18 1/8 X 49 5/3 8 8
F.G F,G
145 i8 1/8 x 55 1/4 B 6
F'G F,G
15 18 1/8 X 52 8
B
B
B F,G F,G,Hi
16 18 1/8 x 71
8 8 F,G F,G,J,K
17 18 1 8 X 83
8 F,G F,G
1H2 25 1/2 x 25 B
B F,G F,G
1H3 25 1/2 x 37 3/8 8
8 F,G F,G,H,1
1H4 25 1/2 X 49 5/8 B
B F,G F,G,H,1
1H45 25 1/2 X 55 1/4 8
B F.G F,G,H,1
1 H5' 25 1/2 X 62 8
8 F,G F.G,H,1
1116 25 1/2 X 71 B
F,G,J,K F,G J,K
I H7 25 1/2 x 83 B 8
30 1/2 x 26 29 1/2 X 25 6 B
B F.G F,G
30 1/2 x 38 3/8 29 1/2 x 37 3/8 8
B F.G F,
F .G
30 1/2 x 50 5/8 29 1/2 X 49 5/8 B
8 F,G F,G,H,1
30 1/2 x 56 1/4 29 1/2 X 55 1/4 8
F,G F.G,H.I
30 1/2 x 53 29 1/2 x 62 6 B
B
G
F, F.G,H,1
30 1/2 x 72 29 1/2 X 71 8
8 F,GJ,K F,GJ,K
30 1 2 x 84 29 1/2 x 83 8
22 36 X 25 B
8
8
B F,G F,G
23 36 X 37 3/8 B 8 F,G F,G,H,I
24 3e x 49 5/e B B F,G fG,Hi
245 36 X 55 1/4
8 B F,G,H,I2536x62
36 X 71 B B F,G,H,1
26
27 36 X 83 B B F,G,J,K F.G,H,I,J,K
42 x 26 41 X 25 8
B
e
B F,G F,G,H,1
42 x 38 3/8 41 X 37 3/8
8 8 F,G F,G,H,I
42 x 50 5/8 41 X 49 5/8
B B F,G,H,I F,G„Hi
42 x 56 1/4 41 X 55 1/4
B B F,G,H,1 D,E,F,G,H,I
42 x 63 41 X 62
B B F,G,H,1 D,E,F,G,H,1
42 x 72 4 t X 71
41 X 83 B 8 F,G,J.K F,G.NiJ,K
42 x 84
42 x 26 47 x 25 B A,C FG
F,G F,G.H,i
43 x 38 3/8 47 x 37 3/8 8 A.0
A,C F,G F.G,H,1
48 x 50 5/8 47 X 49 5/8 B
B A,C F,G,H.1 F.0H,i
48 x 56 1/4 47 X 55 1/4
B A.0 F,G,H,1 D,£.F,G,H,i
48 x 63 47 x 62
47 X 71 B A,C F,G,H i 0,E,F,C.H,I
48x 72 47 X 83 FGJK DEFGHIJK
48 x 84
32 52 1/8 X 25 B A,C F.G F,G
F.G.H,1
33 52 1/8 X 37 3/8 8 A,C
A,C
F,G
F,G,H,i F,GH,i
34 52 1/3 X 49 5/8 8
A,C F,G,H,i D.E.F,G.H.i
345 52 1/8 X 55 1/4 B
A,C F,G,H,i D.E.F:G.H.1
35 52 1/8 x 62
52 1/8 X 71
8
B A,C F G,H,1 D.E,F,G,Hi
36
52 1/8 x 83 e A.0 F,G,J.K D,E,F,G,J.K,J,K
37
37 SIZE NOT AVAILABLE IN 14Q0 OR 1500 SERIES.
FLORITI-M EXTRUDERS SANFORD, FLORIDA
TITLE: INSTALLATION DETAIL
SGL, HUNG FLANGE W I NDOIJS — SERIES 1000 15i 0 200C
DRAWN BY- B B APPROVED BY:
PI
DATE: 1 fl/ fl9/ fl i SCALE N T Swc.: L L X fl0 i
f1Y_ PRODUCT & APPLICATION ENGINZERING. INC., 250 INTERNATIONAL PKY.. SUITE 2541, HEATHRow. FLORIDA 32746— PHONE 407 805-4365 FAX 407 805-0365
I
JAMB Typ
MOM S:H
JAME VYP
i x 2 x i0
TUBE MUlL;'_"GN jAME (TYP:)
Q X 1/2 SELF
TAPPING SMS
F SEALANT BETWEEN
z_
x r,
TAPPING SMS
S QQ T10 N A — A I
X 1, 7 /16 X 1 / 8
TUBE MULL17uN
1 CO2C, S H.
3AN13 (TYPS
I48 x i/2" SLLF
TAPP_Nes: S4S
SEALANT BEToiEF_iN
WINDO\J FLANGES
MUT MN
1-1/2 SELF
TAPPING S M S
4 X 1/8
TUBE MULLION
2 X 1/2 SELF
TAPPING SMS
L SEALANT KETwEENINDDWFLAN :S
MiLLIDN
X i-1/2 SELF
TAPPING SMS
SECION A, --A
i x 2 x 3/8
TUBE MULLIDN
8 X 1/2 SELF
TAPPING SMS,
T SE-ALA-%T H.T`wZEN'
wwow VIAMES
M'ULL_i-_,',,
X 1-3/2 SELF
TAPPING sms
jEE MUL L ION
2 X 4 X 30
T03E MULLID-N
t 8 X 1/2 SELF
TAPPING SMS
JAMB (TYP,)
8 x i-1/2 SELF-
x ,, SEALANT PETWEq TAPF_7NCi SMS 11NZi1:
PwFLANGES MULL -,,
ON 42
X 1-1/2 SELF TAPPING
SMS V;
J? Q N X
4 X VS 8
X 1/2 SELF TAFPING
VIS SEALNG
BETWEEN 4X312V ;-
LAINGES L
MULA-10*4 8
X i-1/2 SELF TAPPING
SMS SE--.-::
T;0-%,', __4,,-- i'F-,) ONE
BY 'fl=_ BUCK
BY OTHERS 1/
4' MIK OBEDIENT,
6
X 1/2 SELF TAFFING
SMS SEALANT
BETV EN t4ULLION
Q7,'-
TC Nl A —A (7\,, 4 C-3
uo- SELF
TAPPING J SMS ',
TYP-;
VEVEC FFCCkv!
EXTEFi0R, DETAIL Q CONCRETE
OR MAS,__
NRY BY i7l-THERS
w INN STALLATICN
ANC-
4CR
3/1 sl TAPOON SCREW ANCHER <
TYP. X T E:
PNA L MULLION CLIF k_ ml._
uLLj`
N TO CONCRETE 5' HEAD i(APPDES TO
HEAD & Sl'LL,_'WHERE' 11" X 4 11 ? X 4"
TUBE IMULL GNNS AF E USEC) QET A!
L 3, Q INSTALLATION ANCHCRi3M
W TAKON
j SCRFDW ANCHOR
TYF,'i1 A W L
LLIF
IN N W__
A
M1/4' M',
0113FETNTPRECAST
SILL By
OTHERS L f7-R
4DDTIQNAL
i'-INCHQRSi 0_1Enow
mm —1
FLORIDALOREXTRT T DER
is INTERNATIONAL, INC USANFORD, FLORIDAIMLE: SEF& 1000/
1500 FLANGE 0;
11 E. ET 1 Cl 22 F E SH OTHER SIDE (SHEET2
OF
2) FOR iJE_S!c'_,'-J, PRFSSURE CAPACITIVS,
DRAWN BY: H' AXTRCNED BY: TIAT7-
T 4 V 1=
SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES
CAPACITY
CITY !CAPACITY 2X4X3/81CAPACITY
TO-TIP LITUBE MULL TUBE MULL i TUBE MULL 6 ANCHORS
CALL TIP TUBE MULL TUBE MUL
ORS 2 ANCHORS 4SIZESIZE2ANCHORS
11187.72
359.41152.75
1479.33
113581
1423.03
296.98296.9890,09
131.79
1201.4511320
353.5535.70100.17
1765
1431.36266.0022.22
151.91
176.43
53.21
48.62
676 28
231.50
48.91
171.78
14.21
INTERNATIONAL, INC
SERIES 1000 & 1500 FLANGE VERTICAL UDERS FORD, FLORIDA
Fw-I
2:
MULLION DESIGN PRESSURE CAPACITIES
OF 2SHEET2 'IN
NOTE: A) NUMBER OF ANCHORS NOTED FOR TAFCON VED BY: DRAWN BY: -- APPRO
FASTENERS REQUIRED AT EACH END. P(21
SHIM AS RE'O'D INSTALLATION ANCHOR
SHEATHING (SEE NOTES) #8 SCREW
BY OTHERS
CAULK BETWEEN
ll xDOOR
FLANGE TWO BY WOOD
SHEATHING BY OTHERS
n I A I F SHIM SPACE
J- STUCCO
OR SIDING
BY OTHERS
PERIMETER
CAULK BY
OTHERS
SLIDING GLASS
DOOR FRAME
SILL
a
fl
D
LIBERALLY APPLY
CAULKING UNDER SILL
1-1/8' MIN -
EMBEDMENT
SLIDING GLASS
DOOR FRAME
HEAD
EMBEDMENT
a a 1-1/4' MIN.
fl
I
I
OR SET SILL IN BED INSTALLATION ANCHOR
OF CONCRETE 3/16' DIA. TAPCON
SECTION A -A
DOOR WIDTH
SLIDING GLASS
DOOR FRAME
JAMB
TEMPERED GLASS
TYP.)
PERIMETER
CAULK BY
OTHERS
SECTION B-B
4' MAX. SHIM SPACE
TWO BY WOOD
I-i/8 MIN. /— BY OTHERS
EMBEDMENT
SLIDING GLASS 1
HOOK STRIP
SHIM AS REQ'D.
SEE NOTES)
INSTALLATION ANCHOR
8 SCREW
CAULK'BETWEEN
DOOR FLANGE
8 SHEATHING
SHEATHING
BY OTHERS TEMPERED C
STUCCO (TYP.)
OR SIDING
BY OTHERS
EXTERIOR ELE` ATIHN
2 PANEL DOOR SHOWN
SLIDING GL..w
INTERLOCK
INSTALLATION ANCHOR
HOOK STRIP DETAIL
WOOD
RE
aULK BETWEEN
IOK STRIP &
iEATHING
1-1/8- MIN.
EMBEDMENT
NOTES
I) DOOR MATERIAL= ALUMINUM ALLOY 6063_
2) N9 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN_ EMBEDMENT
OF 1-1/8' INTO WOOD, TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF
SUFFICIENT LENGTH TO ACHIEVE MIN_ EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE.
3) INSTALLATION ANCHOR CHART ON BACK CIF THIS SHEET.
4) USE SILICON, ZED 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 CLOSEST 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 F-1300 GLASS CHARTS
9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATIP40 GLASS.
10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER.
11) SHIM AS REG'D. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE I/4'.
12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS.
13) WHERE 'X' REPRESENTS MOVING PANEL AND 'O' 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
CONFIGURATIONS.
15) FLORIDA EXTRUDERS ID00 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO
2000 SERIES AND 500 SERIES.
7 DESCRIPTION HATE INI r--1 r-\ A
FL_ U --1 INT.
EXTR D RS
sANF®RD FL.
TITLE: SLIDING GLASS DOOR
INSTALLATION WITH #8 SCREWS
DRAWN BY: BB APPROVED BY:
ATE: 12117101 SCALE: NTS IDWG nrLEX0327 SHT I OF
PR'FPARFq B7- PRODUCT L APPLICATION EnGEWEERING. INC._ 250 INTERNATIONAL PKVY_, SUITE 250, HEATHRflv, FLORIDA., 32746, 401-805-4365 FAX 407- 0366
M
8 SCREW INSTALLATION ANCHOR CHART
NOMINAL DOOR QUANTITIES IN HEAD SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP
SIZE ANDI
DOOR
SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF
60 PSF
TO 61 PSF- TO
70 PSF
CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PS
4
X, X0 48 X 80 6 6 8
8
8
8 1
4
5068 xx, Ox, X0 60 x so CD 6 6
8 8
6)069 xx, Ox, X0 72 X 80 e 88
8 8 8 4 4
8068 xx, ox, xn 96 x 80 10 10 10
8 8 8 4 4 4
10068 xx, OX XO 120 X 80 2 12
6 10 10 10 5 5 51
5080 xx, Ox, xn 60 x 196 6 6
8 10 10 10 5 5 5
6080 xx, Ox, X0 72, X 96 8 a
to 10 10 10 10 5 5 5
Soso xx, ax, X0 96 x 96 10
12 12 10 10 10 5 5 5
10080 XX OX, XO 120 X 96 12
6 12 12 12 6 6 6
50100 xx, OX, X0 60 X 120 6 6
8 8 12 12 12 6 6 7
60100 xx, Ox, X0 72 X 120 8
10 12 12 12 6 7 8
Q1100 xx, Ox, X0 96 X 120 0 ------1-0
8 8 4 4 4
9068 OX0 109 1/8 x 20 12 12 12
8 2 4 4 4
12068 OXO 145 1/8 X 60 14, 14 14
2 8 4 4 4
15068 OXO 181 1/6 x 60 16; 1 16
10 10 5 5 5
9080 OX0 1019 1/8 x 96 1 12 12
10 10 10 5 5 5
12080 OXO 145 1/8 X 96 14 14 14
10 10 10 5 5 5
15080 OX0
xO
181 1/8 x
i —09
136 16 16 16
12 12 12 5 7 2
9-0100 0 1/8 X 120 12 12 12
12 12 12 5 7 2
120100 OX0 145 1/8 X 120 14 14- 14
8 8 4 4 4
19068 xxx 106 -5/8 x so 12 12 12
e 6 4 4 4
12068 XXX 142 5/8 X' 80 14 14 14
8 4
15068 XXX 178 5/8 X 80 16 16 16
1 A 5
9080 xxx 106 5/8 X 96 12 12 12
1 5
12060 XXX 142 5/8 -X 96 14 14 14
I e 5
15080 xxx 178 5/8 X 96 16 16
12 8
5-0100 xxx 106 5/8 IX 120 12 12 12
12 12 12 6 7 8
120100 xxx 142 5/8 X 120 4 4 4
8 8 8 4 4 4
10068 Oxxo 119 5/e X 80 12 12 12
8 8 4 4
12068 Oxxo 143 5/8 X 80 14 14 14 8
8 8 8
16068 Oxxo 191 5/9 X 20 19 18 le
1 1
10080 OxxO 12 12 12 1
10 10 10 5 5 5
12020 OXXO 143 5/8 14 14 14
5a16080OXXO1915; / 8 96 1 e I R
MIN Oxxo 119 5/8 120 12 12 I Cf
12 12 7 9
120100 0xxO 143 5/8 X 120 14 14 14
12 12 12 6 7
160100 OXXO 191 5/8 X 120 18 18 19 4
10068 xxxx T-i 7 1/4 X 12 12 12 18 8 8 441206exxxx1411/4 X 80 14 14 14
16068 xxxx 189 1/4 X 80 16 P, 16
10 10
10080 xxxx 117 1/4 X 96 12 I c I Cf
10 10 10 5 5 5
12080 XXXX 141 1/4 X 96 14 14 14
10 10 to 5 5 5
16080 XXX-X 189 1/4 X 56 16 16 16
12 12 12 5 7 11
100100 XXX x 117 1/4 X 120 12 12 12
12 12 12 5 7 20120100xxxx1411/4 X 120 14 14 14
2 12 12 5 7
160100 xxxx 169 1/4 X 120 16 16 19 1 A ANCHOR
NOTES: BUCK USE SAME ANCHOR QUANTITIES — FORMASONRYOPENING \,'/TWO BY WOOD B FLORIDA
EXTRUDERS
INT.
IN, SANFDPD, 'FL. 11-
ILE: SLIDING GLASS DOOR INSTALLATION
WITH 08 SCREWS EW,
INEEk 9 1 —= 1, 2 0-49wP"- I WONDRN BB IIAIE, 12/21/01_ DISCIPLINE:
CIVIL SCALE N.T.S. DvG. N&' FLExU027 FL-
REG- N13- 47182- REV. LETTER- St-EET, 2
OF 2
sa i g onquomflWwn
i. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES
SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS
IN THE PLANS BEFORE BEGINNING AORK.
2, ON-51TE VERIFICATION OF ALL DIMENSIONS AND CONDiTION5 SHALL
BE THE RESPONSIBILITY' OF THE 51)5-CONTRACTOR5. EACH SUB -CONTRACTOR
SHALL REPORT TO THE FIELD MANAGER ANY D15CREPANCY OR OTHER
OUESTIONS FERTAINING TO THE DRANINS5 AND/OR SPECIFICATIONS.
3. IT 15 THE INTENT THAT THESE D WiNG5 SE IN CONFORMANCE WITH THE
2001 FLORIDA BUILDING CODE, AND ALL APFLICABLE LOCAL, CITY,
COUNTY, STATE AND FEDERAL CODES, O INANCE5, LAWS, REGULATIONS
AND RESTRICTIVE COVENANTS GOVERNING THE 51TE OF WORK.
PERFORM ALL NCRK NECESSARY, INDICATED, REA50NADLY INFERR'E17 OR
OF 119ORK-
5. ALL 54"X22" AND 56"X24" PLANS ARE DRAWN TO SCALE 1/4" =
EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE
DRAWN TO 1/5" _ !'-0". ALL I7X11 PLANS ARE DRANN TO THE SCALE
1/5" = I'-O", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS
WHICH ARE DRAWN TO 1/I6" = 1'-0".
0,H, CAA /4C E DR. WIND LOAD&
BASIC WIND &FEED = `30 1"1.F.N. (FASTEST MILE)
110 M,F. I_ t3 SECOND GUST)
WIND EXPOSURE CATEC-;OF-Y = B
AFFLICABLE INTERNAL PRESSURE COEFFICIENT ± 0.18
INCLUDED IN DESIGN WIND LOAD)
DESIGN WIND LOADS - WALLS = +22 , -18 FSF
ROOFS = +20 , -20 FSF
30 FSF AT OVERHANGS)
A
a
C - COVER SHEET
Al - FOUNDATION PLAN, WALL
SECTIONS, FOUNDATION DETAILS
A2 - FLOOR PLAN, INTER. ELEVATIONS
A3 - EXTERIOR ELEVATIONS, TRUSS LAYOUT
A3.1 - GABLE END DETAILS
A32 - STRAPPING SCHEDULE
A4 - ELECTRICAL PLAN, RISEN DIAGRAMS
A5 - PRECAST LINTEL DIAGRAM
A5.1 - PRECAST LINTEL LOAD TABLES
Sl - GENERAL NOTES, GENERAL DETAILS,
CHIMNEY DETAILS
S2 - REPAIR DETAILS, OPTIONAL COVERED
PORCH DETAILS
C rro f P.E.
ti aENGINEERIN.
emu. Zs
by:
01-22-GI
sheet
of:
F15ER3LA55
1494c A-E5 OVER
15- FELT OVER IA''
o,5B- OR V2° Cox
R-M MUL, UkOCO TRUSSES
rTRAPIPED AS 5POUN
ON TRUSS LAYOUT
in, DRYWALL W PT. OVER DIS CDR
OVER 2X6 5Uf5FA5C1A
t'z' L OVER W/ CONT.ALL". 1
r<2 OVER VENTED SOFTFIT
R-5 94SULATfCN L_NTFL BLOCK W/
I., ISAR
3",- CONC. SLAB W/
Fff3rSN OVER & 111L
VEA+tFR OVER TERMTTF-
7REATIEP, UJrLL COT-
rACTFD FILL - 3_4
2 5
BARS__,! - MASONRY RN15H
OVER C3_IU
5LOcXWf111 DoaFLS LOCATIONS ON
FOAMATtCN
FLAN WALL SECTION
CIIII-ONE STORY -MONOLITHIC 311, BLAB
W/FiZNJ*_',
H OVER & MIL
VAPOR 5AF_
4RfER OVERTREATED
IaOMPA--TED
FILL E GRADE
MONOLITHIC SLAB
CMU G: CLtN'
E - STORYCHAIF, BLOCK
CHAIR BLOCK
UNDER -FRAME tr>" DRYWALL
OVER DO
FURF R OVER R-
5 MUL- Wll, UNIT-
E,- FELT
OVER 1/16' OSB OR V7.
CCIX WOOD TRUSSES
STRAPIFED AS -';40UN
ON TRtr5S LAYOUT Do
PT
OVER DXz CDR OR CONT,
ALUK FASCIA OVER 2X6
SLeFASCIA V CONT.
ALUM. VENTED SORFIT
L04ML MOCK
WA -5
BAR PRECAST UTI4 (
II' S IIH 6
FT OR GREATER 3"x-
Cow- SLAB W/ FFEC-45T FfI3ERI1`E$
H O1'sR 6 CONC, SILL MIL VAPOR
5ARRIER MASONRY F"544 OVER OVER TERI-
TITE-TREATED, CM MOCK WY5 DOWELS DELL C_
t ACTED FILL— Lc>1_ATCNs ON FOLNDAThON
PI -AN 2 5
WAS WALL.
SECTION ®,WINDOW: CMU-ONE STORY 3k,.* COt4
SLAB WA1135RI-E-'44 IL VAPOR
BARRIER z .- 7FUEATEDCOMPACTEDFELLI - S
REBAR CONT. x THICKENED
SLAB NON BEARING 0 ENTRY
CONC PATIOS T- cloFtER
5AR
f-11-.25:_ tW STD.
HOOK-7 13AR FILLEDCtT"i
CONC. C OF, COURSETOPWA-5LEA LINTEL
BEAM REINFORCING ANCHORAGE TAPCON:
5LOCK 70
EXT. FIR.4t-IESHEAR STRENGTH X C011RECTiON fTYP- $"-
EAR 5TRLN,TN TAPCON: 3/
wF;A Lt,WUErI4T SEEVtENT HOLLOW BLOC
EXP. BOLT: 17- -
43- 1_17. 646 LE6. 4 '_In, 015
LE35- J-BOLT: - 48'
O.G_ X TESTREPORT - 150-2006BI PtESS SERVICE WDUSTRJE5A4C_
SEE r-
T-a SPECS. FOR54T 54ZE5
4 TEC3441CAL INFORMATION EXPANSION BOLTS:
RAWLS
PRODUCT LOCATION
EMBED
DIA_ MIN.. EDGE ALLOWABLE ALLOWABLE i" DEPTH DISTANCE
PULLOUT SHEAR OROUTED 1765 LES,
RA%14-501TMASONRY2,f- 11/2- t5- 761 LBS_ RAWL-BOLT CONCRETE [
1,2 1 2-5' Am _1a_31—L2-_7Lss- NON LOAD 5Rr-
WALL I - 5 CONT-
3Yq. COLIC. SLAB
W' F115EM -1ESH OVER
6"L VAPOR BARRIER
OVER TEFT1ITE-TREATED,
DELL COMPACTED FILL-
z DEPRESSED SLAB
0
BEARING GkIR
AIE I a LINTELFILLED
WJ L-1 Cow
VERTICAL REBAIR SEE
FILM SINGLE
COURSE LINTEL
0- DETAIL DENOTES
P11r
PASSW. TLIROLrH STEM
WALL DETAIL
DENOTES PtFE
SLEEVE SHALL 5E
PAS59,15 TFOOTING GROUTED SOLID 2 VMS
LARGiFF, TWAN SLEEVE STALL PPE PASSPV, TWROUGW LAR:zER SLESLEEVET. - = 'ASSWI TI41CKENED SLAB
LZ4CEP- SEE
FOUNDATION
FLAN --""- FOR
RFEAR OJANTITY 1
1-rd, CONCRETE ROOTERREBAR, WITHIN FOOTT1,16, W/ 75' Mt SPLICE
OVERLAP (SEE ATION PLAN FOR SIZE) TYFIGAL F00TING
DETAIL r
D INC, MS,
RE, R 0
4 2CO3
ba W&L 4
5(_-ALr: = RT 5_
THIS ST TUREHAS BEEN OEEiC"ED TO MEET OR EXCEED I THE Ito HP-H.
3 SEEONO COST NO LOAD FU-0LUREMENTS OFfSTZIE 4VK11RIOA EVILDING LODE
2OL11 EDITION. WIRImiqNE ENGINEERING 07) --aW3
Fn- (
40)
774e4 1.16v &T-IE SM.
S. £L n". 1. M)MN Pj 4MS
I MAXIMUM SPACING DF FILLED FELLS
Uff- Ell LELLS THAT CAN
RESIST A M MPH, LOAD OESKSN WALL PRESEIRE T = 22
Fl-F MAXIMUM ALLOW^BLE TENSUN ON
HEILLOW E13RE L"T5 15 25 F'Sd. - Af-,
I- 579 TAa-E IOJ SE-TION FRDFERTIES 8' PARTIALLY
GROIrED WALL = 95.43- ft-,STPLETURES
AEJ) M = .1-1 A8, 5 -
W'L'L>32/ 8XT = 95-43,1 = 10 4 FTUSE 8'-O'IURIZ. SPAEOF -
9'-4'CFTL%6 MAX (PS = L=v USE &'-0' HORIZ. SPALRIG - 10'-
0' TO 12-e CEJLRE, MAX USE 6`0' MRIZ. SPACRU. - 12'-
8' TO e LEILIff- MAX A AM LINTEL W (1) 95 CONT.
9 9'-4" HST W- 89 6 C) Rif ffi C'4
Zo
Z riz
U-) uAi
gig
ri
KITCHEN A KITCHEN 5
SCALE- V4'4-0* -CALE- 114'zV-O'
KITCHEN c BATH 1)
5(-ALE- V4'z1'-0' 51-ALE- 1/4'4-0'
NIERDE,-ION5
ALE = 1/4' =1'-0'
PRE-ENGINEERED Y400D TRUSSES.
UPLIFT OONNEGTOR. SEE ROOF
TRUSS LA -TOUT FOR OUANTITY
AND SIZE.
PRECAST LINTEL SEE LINTEL
PLAN FOR 17EFTH AND REEAR
16"XIC?" GONCRETE
BLOCK COLUMN N
2 #5 REBAR, SEE
FOUNDATION PLAN.
AFF FIN. 6RADF
5 1/2" GON(fRETE SLAB
24"X24"XI2" f/EEF COLUMN
TOOTER I^V5 #5'5 EAGH NA'T'
BOTTOM OF FOOTER
TO BE 12" MIN aELOY4 GRADE
FRONT FOR(,H SECTION
SCALE: N.T.S.
NOTE;
SEE FotNDATION PLAN FOR
FILLED CELL LOCATION.
ALL STRUCTURAL WOOD WEADER5
TO BE DOUBLE 2" X 10' LNLE55
NOTED OTHERWI&E
BATH E
SCALE- LWd'-O'
ALt = 1/4'= 1 -VI
LEGEND
UE= TBRa - V-0- AFF. 0 : NgTALL
NTEFIOR WALL$ TO DF 3 t/2* 3 t/ tPLE55 01i-
EFME NOTED. NOTE: ELEVATL'
AN 'A' 5"OURI c,Q,
FT. CALCULATION5 LIVW-i
1562$ LA" o
BqTw 75
O 0*
GAR46E 3w
TOTAL WER
RDOF
200 PATIO 40
TOTAL AFEA
L-- — — — — — — 2020
OFT
AIL
LOC.ATION
4 2S
coo',! 12 FM
7
M
FLR
v RAT
aA t S14-
S f-221
SHLRETF5 VENTF -
0
3/
4'
V FLAT as
4 VY V-
2 ---- w TIO E,
OE,8
Sf.-D t NOOK VR-AT
CLC. r-r280
KITCHEN wm
FIR 5
641IS5 IV
R-A7 C". A 70b8wic, RKs
Z16
RETWALL
RR
mV FLAT CLa
15yNn FLR
ass
Ar W44COMER
ALL
SfpES AND
E7Y-LOS15Ri 15EDF N1'
2 w NCAFt.
TAR 17Z - V FLAT
C4& w L' AIR
LEITo
bow W-47= —
04 mg tUTE: -
LINTEL.
L - .
AlLE=l-TA4L%
I ELEVATIONn' ONLY
i 2-CAR
GARAGE
cor fLp V
FLAT CLa
f2--x---4A
T IC lE,
X7
D.H. GAF- DR. FAMILY ROOM Clvz-
F RR
WFLAT CLG- I -
RIB 26.
8 stys
1D.. 0AWET
R-
IR1RAT as LJB--
2s21/-28)
ECRESS cor-
FLR i
V
H-AT 0-
1 ry T r4ID
T,
4 mrros, P E"WRjCjjfyE
N ENGINEERING407)
R+-
3G03F., (
4M n4- n PA MfO DTP 32116
7lSJF4l5 1 lti0£RS(VI
PEP 4m9 1 f'J;: ID z",
f3LK- ILNTEL
LNOTE. 75EE TFRU55 rrlfPG'5 -EW INEERIP
L4YCUT5 FOR TF;JJ55-TO-TRUSS GCPE f'ORS] FRTRJ55
ANCPORAGE: 1) USE
fl) T'rf-E -r-' (OR W4TEfZCWAt4.A5LE TiE) FORT TO FfZAME WALL OR
BEAM CONNECTION LV LE55 NOTED OT"E#RU5E (UNO.) 2) U5E (
1) TYPE 'A' fOR lNTERCWANGAEJ-E TiE) FOR TfmaJ55 TO BLOCK WALL CONNECTION (
UNOJ 3) V5E
E26-N (OR tNTERCWAWEA5LE TIET-OR ALL J0151 WAWER CONNEC-TtOK5 (tNO)
USEf3) 14-
a OR (3),131 . 3 t/4' FAEiELCIDE 66JN NAIL TO FASTEN JACK To WtF 4alfRDER- (
TAB) 5) C.ABLE
TRUSSES REOU"RE (1) TYPE 'A" OR fl) TYPE 'C' 5TRAP AT 48- OA-- FROM
CENTER OF TFW56 5EE POST TRAPPlt
ON 1st AND
and FLR, PLANS PNEL"ATIC EIVALENT
MAY BE SUBSTITUTED FOR WAND NAtL DE5KiNATIONS*
eA5EDON 'NATtONAL DES16N SFECFIC-
4VONS FOR WOOD CONSTiZLICTtON FROM
TABLE k3b,- - 'NABLS AND
S - LATERAL. LOAD DES;Gd4
VALUE5' NAILVALVE (A21-) Ed 403'
lod 125,
Wl.i
14'Y
8-0-0 PLATE
HT 34-0-0 6-
0-0 FLOOR & ROOF TRUSS LAYOUT
I R n r,
SCALE - 1/2'= 1'-
0' cicrlfl. 5t4w4CA-EE, TFU56
5EARNG
TEXRA;FD
fY O
Fm5w rLooR
Fmw
GRADE
DITAII ENGINEERING
I) -%—-71_
Roa
PITCW
FH54 GRADE
MEMIMEa R
I L
L
0- - -51DE 5C4LE - V4'= r-O'
Alk 4:P TExTMED
to
M45GWT M514
faD,E
VENT
MPJ
TEXf) Ft*5 4
45GA" LEFL-
51DE-ELE V
SCALE m 1/4'm
I'-V 11 H, - z g2j M.
designed
by
H
d—
by,
dm design a—
k.d by; — I
da 01-22-01 sheet:
A3-A
ROOF OVER TRU
SEE NAILING, ZONES)
BAC)l,WL ILV M Vd MAILS
BRACE To EXTEND AT LEAST
50% OF UB5 i-Et,*TH fSEE TABLE)
2.4 PANEL MOCKZ* - 45' Or -
FOR TI-E f4) Roe* OF Tf;SS
FROM EA 51,> TYPICI-
ATTACWD W1 (2) V-i TOERA" -
r.TF5!-M WALL a
2x8 F.T.
I/y, 10155
OR Vr1° COX
2.4 D'AG. BRACE I 4W Or,
W1 (4) IOd NAL5 - EA END
FIRST Tit)`' BATS
TRUSS
Od NAILS - 4' Or-
DOUBLt LNTEL ® C.A5LE END
UY fl; 5 N EACH C.OQR5E
V2- X W UEVIE32- OC
1) S ',SrT- BAR
5-IBE ATKRt FLAN
FOR EXACT LOGATk-,N)
2x4 LEDGER TO MATCH BOTTOM
CWORD SLR OF eCJ55OR TRIr5i- Z-2X4 5LOCKW 2x4 LEDGER TO MATCH BOTTOM w 017- C,,C, A TRIMS 2.4 BLOCKW, 40, C, SCISSORATTACHTOUEE35 'JETP CLUSTERS
CF (2) 70d NAILS ATTACH TO UEE35 CLUSTEFZ
ATT
BRACE UXT"4 5"ACE
w/ told NAILS OF (2) Wd "L$ ACI-ED V 10d NAILS
4' 01:, TYPICAL 4' O,- oC,4ELE 117RU55 tEB
I
E I GABLE TRUSS UBB
IZN
c
U BRACNG FEOLFEMaM
STUD NO M (2) 7x4 (2) 21*
wl L' BRACE ILI BF-4GE 'L' BRACE V BRACE
VV V-0- 4'-5- 4--5- V-o" V-01 Ir-5" W-Z B'- Io" I'll ol,"" 41-01, 4'-O" 61-10" (11-W 81-10" 0 12, -1.
MPM ^L' OP-4CIE MW EXTE?,0 AT LEAST 5M Cr, UE5 LEWHT
GABLE TRJS-5 SEATpAr
2x4 SPRMICE OR BETTER
LATERAL BRACES ® 4'-C'
O.G. ATTACP f2) V-i TOENAILS
4'Or-
o GABLE END2.11, F-T- SILL W/ (1) IN EACH C101IRSE
5 VEFZT. BAR
SEE FLAN FOR U?CAVOW
TYPICAL CABLE ATTACENT 70
CFETE END WALL WJE,
T44[5 MTALLATbON I& NAL>DITIGN TO BRAoCb4G
S OF TRUSS MAMr-ACTUREF APR
0 4 GABLE
Tfa3515 rtl-
ON A35 - 3'41' 0,C-- x4 --
PR,'CE OR DET'MR, ATERAL
S . 4'-01 2.
4 DRYWALL Lw
OR 4"
0,::. 10d
NAILS . 4- Or-, 2.
4 TOP PLATE TYPICAL
GA5LE ATTAGHMENT TO
WOOL) FF-4M)1END WALL MgZMTi #S
MIALL4TION 15 N ADDITION TO BRACWS FEEOWREI-ENT5
OF TRUSS MAtAFACTURER MINIC111YE ENGINEERING C
7) '
4-
a Fh ' (" 774 4TJ PA 161613 & FL
n716 THC-s J.
MMERSON PEI 4T819 dj 1 Nit
9EC'4
co
Liz L
1Tag2 w
c)
02i
d--
4r.
d
by. M d— by d—
h-k.d
b), dw-- sheetA3.
1
Of
FRODUGT DER(PTION GOMPLIANGE FASTENERS DESIGN
LOADS UPLIFT MAX.
DFL/SYP SPF IiGODELISTINGA
META18 CONCRETE STRAP SBCCf 9603 1 i 14-10dx1.5", 2 1 10-16d 1500 1495 B
H5 HURRICANE CLIP NER 393,422,432 4--8d, 4 8d 1485 455 265 C
MTS16 TWIST TIE NER 413 --- 14-10d T 3116
1000 860 — D
LSTA30 STRAP TIE NER 413, 443 22-10d 1670 1670 E
HUS26 SINGLE FACE MOUNT HANGER NER 393 14-16d 6- 16d 10000 1550 1110 F --
HUS26-2 DOUBLE FACE MOUNT HANGER NER 393 4---16d 4-16d 8033 1080 775 ML
MBHA3.56 7.25 MASONRU HANGER 8" - SBCCI 9603 18 10d, (2) ATR 3/40 x 8" 5955 1885 1355 MH
MBHA3.56 9.25 MASONRY HANGER 9.25 SBCCI 9603 x 8" 6050 3145 2260 MG
MBHA3.56 11.25 MASONRY HANGER 12" SBCCI 9603 14-10, 2 ATR 6050 3145 2260 O
HD8A HOEDOWN TO 3" WOOD NER 393,469 3 7 8"0 A.B. 28667 6465 4650 - Q
SP4 TOP PLAT ANCHORS 4X NER 432,443,499 6-10d x 1.5" 2917 735 530 R
SP6 TOP PLATE ANCHOR 6X HER 432,443,499 6-10d x 1-5" 2917 735 530 X
HGT--2 HEAVY GIRDER, TIE DOWN NER 432 - 8-10d 3/4"0 or LBP 5 O 28333 8665 6485 AA
BC4 POST ANCHOR & CAP 4x4 NER 421 3-16d 3-16d 73100 980 700 BB
BC6 POST ANCHOR & CAP 6x6 NER 421 6-16d 6-16d 4700 1050 750 CC
BC46 POST ANCHOR & CAP 4x6 NER 421 6-16d 3-16d 3100 980 700 GC
HTS20 HEAVY TWIST TIE — NER 413 24-10d x 1.5" _ 4430 1450 1245 Il
iNA, HOEDOWN TO 3" WOOD NER 393,469 2 5 8"0 12150 2775 2000 - MM
HETA20 HEAVY CONCRETE STRAP NER 393,469 1 ly 14-10dx1.5", 2 1 i4-10d 1735 1495 LL
HHETA20 CONCRETE STRAP NER 393,469 1 ly 17-i0dx1.5 2 I 15-16d 2130 60 186000
MTT28B HOLDDOWN HER 393 432 24-16d AND 5 8" OR 3 4" DiA A 4455 4455 ENGINEERING
14-
9UQ.1 FAX: (-1) TIS-@4T1 f4
RBSbt3 /LT f1 3Dtb 1
PE/ si%35
r
RAWiE 5/3 W'
DRYER 10/3 UA
SMALL APP. 12n W9
L644TW-i CIR 14/24 W9
TO FFL
a, GROLND ROD
ELE-CTRICAL RiSER L)IAC5.150 A 4 NIRF- 1562-
3" V,TF,
1 1/2 " V.T.R.
2
11/2'
IA
LAV 1 1/2' - uc,
11/2 LAV
s
3
p" 2b
wil,
2"
PL-Ut-151NC-; R15ERr7500
coms, W+V
m
MERMINE
ENC31NEERING
can (--
pm. 8 1616S3 YT!<Mt%fiE Ft 32716
ELECTRICAL LEGEND
qp DwLEx RE,-- eowzr Fm
230 "VLT REC. SMME DET5C:T,:)R
WATER FFV0F RM V-1CCE DETECTOR M4LL rUAT)
CRam rALT REC.
Foe
Tmx rllco
t1 MOff REC. QmcmN 5gx
Drcc MCT FLuoRE$c1Bff Fw-
FLOOR CUTLET TRACK L?,WM
aV:44
3 UAY 5WO4 rLoCD LZMT
4 WAY SUTCY4
FD'
RECE55M LrM
M)R BELL
F LIGM (VAPOR > XCEIM FM PFEVRE
FECEVSMLr.W (EYEBALL)
FT-1 ELFET PANEL
FLEGIRCALELAN
SCALE - 114' =1'-O'
APR 0 4 2C"113
IL
w
j
w gy
C)
ul
pffC14
lizz
d— by
sheet:
A4
Of
NOTES: LCAST-CRETE SAFE LOAD TABLES
MATES IALS FOR GRAVITY, UPLIFT & LATERAL LOADS
I. f'C prmcOst Ilntlls • psl. eipr" ps' Cam+a 8" PRECAST 1!/ 2" R QOR IN7mooate.
La ales erw pe ASTM Q W4, mnLrVn net Cani}Yass Mm stT'aig3th • 19DQ pps-,
n Gst IMtal par ASTMB'
GRAVITY
M6WSO. 6+e i rm[ztr' per' ABTM A615 6iE4D tY LgR6Q. i.EK5T1 TYtiT-m s aro.wnxn
6., 2-1 s s pm+' ABTrt A4i6 a
21p laim m6atm
1 14W4' (32°) PRECAST i+Di 13 +9 iy! 'R4'1 4+u9 It7flt&
1, 1t32 wra7 per' m A510,
B, f elp`
t+w u +ad9
41"8' (8'F') T '
it03 'N+i valor i 'IsIASirHr'1G1i'10[Yp r"f Nx..Ja',i
I. R'Wlde fuN trorttY' nmpd antl CKatl Jpints. 5'-6' (69°) f•R@LA£+T '! aPzuss am2 u7ta sa't3 ss!s Waaia4nia.+ fileCtt IMtals C i qurmd. IMLIDIIptitln pf nRtel riYlst CGVF17ly with tit@ CfXnitaCGfLiI SIO'Cl0") T ip1§ ',Gsi mi sa 69t b+u '
tT bra V. 4iN$'pr sWGtic'pl dR]wM,ljs.
4, LMtals c%'a IriMufpGturap With 5-V2' !(si3 notches [rt the MISvCst9'-e' [W*) W!E AST sM sT 1.a3 a s'&? sTi sta7
2+ . MtoOLthRsnCA7ataYeYLiC01CmllraMlal'CrC diiy graAir% I'-m' MC') i MAST ores5, All Im[mis 111 @t tY @ K.ed L.6Q r'tlGgl Cf2ffidf c[!ar, BVpt IMt.1% 11'=4° oriel ICYX mr with a n®11MQI f rr ht a€ 8' nim Or and V180, 9'-8' 616°) PROLAST 911 va2i iSa. ! ia. t9FY+
9 irt5 Zta GIs 2stg6ilttamfielddddmdf9pCm' Lp IiuGatad Ot Llta mtil
F tr'e luttal an,ltl
1. 1/32a Ort Huts sst—PA or,twml to the mttrnit stmal For Y-. pCGxL-MMy-palOGlscGn to mpry pl p ,Zad M itC lintel M limo IATEW L lyUPLIFTaF [
ro+cl`mta n C1sI1 mite_ q,
za Icait AQ7 53D d m rdtawl IT =I!.,% per AQI
318 tyid AG7 L&.vS,H Trft dam; CFC7A1 rA» r T PR?aT a la n 7.
All Wkl mad W Itllnu 4' tftUrltit7 ES epti[%11 Sofm IpGi:3 Far m€iltmd 14 R MJ[1 i
A +15s 9S t Intel.
mug[ Ca t'mt*l q try 20, if t" I tti is Ie1s then 6.1/2", M gT ;.? .• s & t
Sollow. For pll r fsasad INttels dl md ptl 8' nQmMpl beClIN, 4tia+ It t +. 2. N.it. • tk9[ F4ntad_ 3. BOIa leads Ore latai eupeYimpased OIIpiVa "a liy,9dclt Lna sect,c spmciaad, Phi') P'yf3_A6T gril Will b
liffi i s"Wt, `vSC[9 We
I(eCJos trl9CB7 an tpvdm 4Q . C 08 60 field t'"mr. C1g7 .ST 5,
Add,tcmI otami lo0d CL>1]e" tl =I C)m adtinned 0,1tm dmsttpw t9{ pno,
ddg oddidnai renfartmci mt aa [ttm y-iatmFYeil48tlineal. na0 s1 star
rlm`i am sUGffi[itti[m@41 F[9' CWd s5 ra0ors in 8' Ilntmis pnl1. i 'is iffi vy tV] 1, The, ,"
moy tt+pAs1[a to centmted onds frw mm safe lc= tiles t'9O•) iA23SLA5T1 ^!2 flm.7 sl3lCij cakUating
trig iR:IDtirN/11Pm9MLMCf mpm nt tlnd BnmUr O[ tl OMSI FTCtlT tha g[ li 5 iMil i'Y1+. 9 116')A'
ST fCCa CdsupDnrt. e. ForCFhpOsit3INit.l hmi?hp1 trt s ] m, uAR Aaf pd am mxt ower neg1 . t iq
I ds. i. REIJUC.' VALUE
BY 15Ai PAR Caf2AtJE 4( FIELCI F EE+A!29. AuscrEemeadsin .11 pF pcantla per Ilnear FmL LALLIED LINTEL
TABLES NOTES: h'tAi
lA ff ' TAI I Ti N I. ristar
In pl'6citflt Ilntal01F6a par Zm AEl15 EIS fiAF TA®LF F4R B" tflNCRETF +Li" I„NT 2, ra6zrMpCtxn6P-1 ABTm A615 /iILLI G jAVITY iOAO 9. l
for t Is1N§Is •40QC n1 g^%g' to •SQQQgqsI7N0. 8`XC' 9"Xt 2" @'xt G" E"XRP" 8"X24" @°X2V 8"%32" FILLED FILLED
FILL0 4, f'a Farmild c , UNFILLED 5. GpnLlmtm
ry unit, per ASTi't C-9Q FILLED FILLED FILLED FILLED izecsa i2Ll[
JQ 12QQQ Lcm ppaarrns+n c21D t Sm ro s A -I 2'ID" 6549 6, GOICuIAte#
is try- RIC Vrd CY, t-el— 1, F°.E.. A_i7 3'6" 6251 iQias
m2L'7DL7 laoaQ523'1
iI44C] 12QOQ 12000 1 000 Hidtlla-MBnrttlsn
Li[Cjrnem'Vtcj Im. 6601 9924 1_ storepllctxnpLz,lte IMtelS a' D,C. q.. 4'E' 2081 1914 8551 dFai6 6186 1269 B. pII
GGpC1119p31[tf Lleatns Co1C01gtmp witn I>•5 5YQ" Ii2B IQ80 1BIQ 24BB6 39i5 4f.31 55_``*D 9, safe
l&&mvjb bLnaedan nmiml 6' tnermg A_5 16" 9Q2 1056 16a4 2542 5294 aC129 419C5 5522 W mtmm").
2436 2102 345 IQ, oillaousstrivenInpc,Lmds per Imor /Cpt A- 9'4' 656 Im9ar 636
1112
1534 1994 II. for
I p t aa nOt ns d Use next mar A"
1 ID'6" 4B9 4 841 111D 7522 i851 2271 25.96 Iml'I
th sofa law 502 612
1125 2002 2458 2931 3 A- FIELDqAR12'B" 42i 9D0 1i24 16Q4 1968 26C1 212i y °9
GR 4m0 A-9 A-10
13'4° 8 al9 114 iQ 1381 1692 2D2A 2341 triib CrizJ.
A-11 14'Q" 542 t9 BwD 9 1339 151Q 1d00 2t]al 1819 14'®'
S[78 61B B42 IIDB 1624 We 988
Fab ism 11'4" 212 aKJI CONGRET@
RILL 4 19'4° 250 285 436
611 595 496
850 Im 14(30 le,98 1980 ia l
A-i52tl. 22B IMAR 65419184
1as2 I Q 15'iD C40 rwlFLp gLLIEp
Ilp ANDl_A,,7 RAL @ %s"LATERAL 1-
@/®"ACTLI INTC1Nf1. CNCTH aA A OI Ap'; FOR
8" QNrR7FRti" L1N7 LDAD ii to sutEn
YILLEO
FItLCB eX@ FILLED r had P) p
tu`
9
Q3
nr„5M
IV
m r1
lO
r-
i
v
1 s
u
it
m X
REL]
LICE
VALUE
BY
2596 FOR, GRAnE 40 FIEL12 RE2JR I 19I l45 218 253
442
35!
609
4851
169
605
9S5
155
1105
842
1280
914
262
185
01
71
IBA
Zia
8
420
525 651 115 826 219 p C P S r 114 203 296 405
504 LBO 6BQ 186 I98 l r I71 I L In
00
16-a/
29"
AGYL4AL
co 1+" NbMNAi, H
IGH?' o a o Im
I
1J
t
lFti
L1
T W"
1562 (GARAGE
LEFT)
Orlando
Division 385DouglasAvenue J LINTEL DIAL M
6 . phone. 407,661,2160 6uita 2000 V / $ a,,,,niH•,i,.,
zi,„a,"<..m.w ft. 1,lna.aFax: 407,661,4089 Mamonte Spring#, FL 32714 I $ "wmwrrmuaa, wrogaa m-
ero
m rrina„"v ,mm.ro ti+evrom m®wror-am _... amuwem ammiNns uc wmaam
wnrciu+n"e coa.++n m c•41.: N•mas. mum rreflim a"euironx•a muse m maaa WN Iry NVd Wify. Ni! rditl I+ll MdO reN {tMiP mAsmM tum4eaaG°itQt ixmu irOY11M
NOTES: 1
i I CAST-CRETE SAFE LOAD TABLES
MATERIALS I FOR GRAVITY, UPLIFT & LATERAL LOADS
I- I"- Fra"os"
2. It ps,
3 ft g-0A - 3000 psi w/ rnuxnxn ' a.
r 123/8 VTM- 4. CzFcrata "usurif-I ruts Vt-" Pe91-21 m,
naulm net oriso r ssr.%e strength = 1900 p5t. S
Ret3:;r provided n Frar-cist Intel par ASTM ABIS ERE&
Feld r-ebor per ASTTI A645 BR40 c3r- EPBO. Prestressb. -
cclaclndperASTMA41Sg21O !ow win. ASTM
30A510. 1 _ 8Mortor , 1:13e M or S. F=
ENEP-AL NEITES 1.
ProvKje full mortur haud vnd bad ptAs. 2,
Shore filled Intels as reclured. 3,
with the nrc.hitaLtLruI 4
Lintels Ere mcrufol-tLired with E-1/2" fb"9 riotches tat the El-gJ5 tocars. to vertw-al call r efl-il'ofEng Ord try. 5.
All Intals meet or exceer! L/3ED vertT-ol ba-fzrtimxceptlnteI5 11'-4' u-AxJ krx3a;- with o Fritivicil hegght of 8' treet or exceed L/180, b. Hottom
fell odi::Ied rto be ?oF-otpd of the bottom of the 191tal
C.UVftj- 1. -V32 cicir;
iater vase 5twrtV5 are wekJed to tip bottom steel for nl cW. 8,
L t-OW1 E c= te msay tX-_
p-ujfcJi_-d In rompusfte lintel n fell Of conc-rate ":
1sonij U't5 9. an rat
elesEp clnol'js,s perSAFE LLIA11 TABLE
MITES 1. All vokes
Lj;i5ed cn mmam 4' barring. Exraptrn Sole loccls for Lnfffled Intals raist be
redLiced by 20% if becirsig tarqh 6 less thEn 6-1/7' xfe foorj-_ for
oil vec_e5sad Intals bo5ad on 8' rc-ffnCIDI becirny Z N-R. =
tlut Fated, 3, Sole loods
Ere total sLperimposed offowoblE food on the section specified. 41 Sofa IoDcts
tErse-d on grodis 40 or ly-obe 60 fekJ rebor, 5. Additional bterol
bud ccT=ftj For be obtutied til the d-5qr,,E!r tTj pru/clM uddfiDnol
rpwtfcirc_ad mo51Xrj QbDVE the precast Intel. E, OnF #-I
rebor may be substituted for two #5 ret]Drs M 8" Intels Ont'j. 1, ThE dissr
r MIDI EvOfU[71a cO!Ment7C:ItEd loads From the safe load toble5 by r-olLuluting
the n-oxapim resisting numartcnd she;3F tat d-crAul from the foce of sLpport,
8. For cernposite
Irtal he not shc3p,,n, use safe toad from next 10"Er ne9ht. 9, All -sofa
locies n &A5 orprSiffids per firiaor foot. 8" PRECAST W/
2" RECESS DOOR U NTE REDUE-E VALUE
BY 15% FOR ERAIIE 40 FIELD REBAR PRECAST & PRESTRESSED U—
LINTE A" PRFCA"TArPRFSTRFSSEDU—LINTELS _p__ REDLF_E VALUE
BY 25% FDR ERADE 4D FIELD REBAR NOTFS: I ALLIED
LINTEL TABLES MATERIALS a INSTALLATILIN
I recce- n
bear 51: hnial GF60 PFF ASTM A615 2. retor in
pc%rad bscm EP40 ps A5TM ASIS 3 ft for
preo:151: lotals =4000ps, 4 ft forhedccrate--3000ps, 5 corrje1a_ FrEisorrl
MTt5 per ASTM E-140 Tt ASTM21] t
4M cr 5 Stbj: Rzhcrd El1F1E_ Ellqnaerrqte. 1, shore oil compo5,te
Inte15 4'
011. Br all COMPIrIfte beGM Cal'-Vlotad with
1#5 9, =it M c nosed M ncmul
8' ia-mnq
4, mns'U'd 10. oil loocl-, St
n Pw-ld-, Fx--
r 1uecr Ft t if. stylange'5safe hstad U P MIxt iorq-
h laud FIELDF;
ZE5AR GR 40 W IL
IL al
4 GONC_FRETE
FILL FIELD
RE5AR
GR40
sn P.E. ALLIED 9RkV1TY
SAESLINTELS LINTEL
NO_ LEN( H
8.X8
U14FIl-LED 8"
W FILLED 8"X12" FfLLF D_ 8")(16" FILLED 8%2V FILLED 8X2CFiLLED 8")(2VFILLED 8-X32-
FILLED
A-1
2110,
6549 6251
0f2S j2000 1200012000
12000 12000 3838 3858 5231 85S2 H440 00, 12000 12000 4'
61 2CIEN 1914 3--rB-1 461b Filffi
12698BOI 9924 A-45'u' 1128 080 1810 2483 3'
113 4637 5350 A-5 3b.902 9'4' SIE 1055 E35
t844 M2
2542 t534
3294 R94 4029
243E
4-
n0
2902
5522
334S
A-
1
fob,
489
483 841
I
1522
t851
2211 2556 A-8 I V4-- E 2 Z.12 1125
I530 2002 bO245S 2931 4-2,1— 488— 9-00
17-
24 4
39E.82360 H2f 134' 313 4 -l9 053 1381 1692 2024 2341
A-11 14n' 342 313 E90 1233 1510 1808
2091 A-12 148' SiB 938 842 1108 G52 V-
24 1819 I-T4'
285
49a FA; 808 983 088 13M
A-14 1W 72-12 2Y3 r3314 395 4%
850 1138 1408 V%- 3980
A-152013, 225 3B5 413 l84 U52 I=
5-D f831 ALLIED -r.-OCINCRETE "LC —LINTELS 8 X20- 8-X24-
8"X28- 8-Y,32-
LATERAL LOAD LINTEL NO. LENGTH UNFILLED FILLED FILLED FILLED FILLED FILLED
FILLED FILLED i LED' 8X5 FELLED A I 50% 3150 9194 ICKMO IMOOCOMloom
tcM0 44G8 A _2 1835 t8-6 S445 10000 IM00 tj3000
f000lo CUOO 25q2 A-3 4V 018 1051 4224 5'3M 8203
9440 10000Q.=0 1415 27974142z3 9-15 ED13 2:380 339 4300 5-
03
EI-ISS 048 1-3-1 A-5 71T' 34S 9-10 1421 1978 2552
35A4 z_I 4EM S&I A-Ei 9'4' 228 252 934 129E ISBS
2059 2542 A-] lo'F," 185 209 Iss 1049 1344 ISB2
2025 2341 E29 A-8 W4' 303 9133 E52 9il IM 14-
92 1-151 2028 45l A-9 C'8' 241 282 EAS bO 991
1232 KEA Gqs351 A-111 134' 253 2S3 510 103 892 1109
1303 1509 320 A-11 14'0' 225 324 413 652 824
K728 1196 1355 288 A-12 148' I'll 218 442 E109 E9
955 _T HEr. 1280 262 A-G 1 zf7— 145
253
354 3 S05
155 542 A 05 A-14 19W 1 184 j203 214 3[18
420 525 155-1 ItS5
219 A-15 20n. I 114 2% 405 504 530
680 M- LEI'. SU W 0 0 ?z lz Sf') M.
a
a
BLOCKWS REOUIREQ- PROVIDE 2X4 5LOCKIN6, N THE
FIR6T TPFJ-=E PF-AMING SPACES AT 48' OC- REMA
TO BE BLOCKED AT 96' OL, OR RAT FUIL
FAaTF_NfW-,I- FASTEN FLOOR --44EATWWS TO FRAtITW5 W1
WITH Sd OCII-11"IONS OR &d HOT DIPPED GALVANIZED
NAILS AT THE FOLL-'-PACIWS=
1) &* ON CENTER AT ALL PANEL EDGE FRAMIW--
2)12' ON CENTER AT ALL INTIEFMIEDIATE FRAMING,
FLOOR FRAMIW3
V5HOUN - 24' 01G)
Z- BLOCKIW a 4a" 01C MAX, IN FIRST THREE
FRAMIWI, SFACES4 'a&" O.G. THEREFORE FLOOR
5RAGINC AT ENI)WALLS tKM:
F A BLOCKED D 1APHRAGMZONE IS CALLED FOR ON ROOF FLAN
2x4eLOCKP,ALL YU000 PANEL EDGES A NAILS .
4- OC- FOR BLOCKED PIAPHR4641 ZONE 5d
HAILS AT C,' OL, OR 8d
NAILS AT 4' O.C. OR EP/ALENT BQUAL11/ALENT
F"1EMATtC- RNLIEMATIC NAIL AT NAIL AT
TED EDGES 5UFFORTED EDGES AND AND 5LOI-
KSIG AND L" OC. 12' OD, FIELD FOR OTHER FIELD FOR
SHADED AREAS AREAS OF ROOF OF ROOF
I/v'"
c5a SHEATHING OR 1/
2' COX TYF, 41-01
b[ ROOF
SHEA;
HING NAILING aRSN ATERNDETAILO'WI
10-od NAILS WALL STUDS
I HEADER ROOF FIZAMM t015ER C' W, W-Iod NAILS SEE COt'keCT0R CHART BOTTOM OFHEADERSC44EVULEFORTRU556TRAFI.) HEADER
E
TOP
PLATE f2) 2x10
VY V2' CDX FLITCH 055 OR CDX ED,(TERIOR
5IIEAT11.11 MAILED MV
0dGALV 41 OD,
EDGES AKIO 12, 0r,
FIELD HEADER STUDS
2.4 PT- WALL STUD W1 3) L121
DIA ANC34OR BOLTS 70
BLOCK FULL LENGTH
WALL STUC16---
NO CONNECTOR5
I is
1/2'
DIA- 8' ANCHOR 5OLT5 EMBED &"
MIN, INTO FOLINDATION
Wy 21.2NI'
l8, WASHERS LOCATED UATI-
W &' 17F I. END
AND 32' Or- UY 10-
10d NAILS s 50TTCM MAX, ELSEU94ERJE OF WALL
A HEADER STUD 2x4 F.T. BOTTOM PLATE STRAP EVERY
OTHER STUD TYPICAL FRAMING
AND C-ONNECTION5 FOR OPENINGS TRU11_-V
PT 2X6
W/ 17' DIAM, 'J' BOLTS ;t;gt- -
I_Iy", BEARING T RT. 2X4
FILLER CUTHAILED
W/ 8-10a
NAILS PT.
2X6 W1 1/
7' DAfl-L 'J' eOI-
T5 48' MAX W/ 6'
MN. 01511D (TYPJ IDETAIL.
TYPICAL J,4ME3
FASTENING 3 ovERHEAC) GARAGE DOOR
SCALE; NJ,5. GCNT
2X4 NAIL TO
EACI4 TRUSS CHIT'
INE OEEI SHEATHING
PE.W.
T, e
24' O.C. 2.4 CONTfIAJOtIS, OA-
nc EA SIDE (
TYPJ
SOLID ROOF TFZurSS5 055
OR
1/71 Cox E 2x4 5L NNG' HI4
EA SIDE: ' ;
PROVIDE2x4
5LOCW C __F-
AMM ERIIOR CHIMNEYE41N
W, 065 0
EA, SIDE (
TIP.)OR U2. CDX SADDLE -r-,.T CONT. 2X4 NAIL— 1-FU
TO EACH TRI165
MB-0FR
U3/4 w)
d NAILS E4 cragROOF
U WALL— TFUSS- a]
CHIMNEY
DETAL CONNEC11ON
N.Ta
CPIMNET' DETAILS
INTERIOR ICEDOR
CHIMNEY DETAILS
4ESERE,=REMENTS APPLY WHEN
NDOW1 DOOR MA"PACTURER5 FASTENRd,
ETqOC IS NOT SPECFIED. 1.)
MAIL W1 1415 DIA
OR HEAVER POWER HAILS 8. OIC AND 3'
MAX FROM ENDS TYP W1 P MIN. BMFIEINTO
BLOCK. 2) ALSO ADD 3/Y,' DIA.
SELF TAFF'rW, CONC, AVACHOR5 THPU WINDODW DOOR FFZ,
U-E FIGHT (0) INSI-
ES FROM ENDS MAX AND FORTY (40) INCHES MAX
ON CENTER W/ r MIN. EMBEDMENT
NTO BLOCK ATTAC44 UM4DOW TO SUCH W/
110 SCREWS, MAX 13' O/C
AND MAX. o" O/C AND MAX 8' OIC,
FROM ENDS. Ej 2X -K AND P-22ES
JW-- LAJ-T9F-k1ATE2 1) INSTALL3/
16' DIAMETERSELF
TAPPING C,ON/'' ANCHORS EIGHT (6) INCHES
MAXFROM ENDS AND 24' ON CENTER MAXWVJ° MIN EMBED, INTO BLOCK-
FASTEN W0,X)0W/DOCR TO PT
SUCKS WITH W SCREWS 0' OAC MAX. AND MAX
a' FROM ENDS W1 P MK EMBED, INTO5ky.CK TYPICAL BLOCK OPENING DETAIL FTB3f.
K F45TEI" AND 35
FSF RATING) 2X - TOP PLATE I ROW OF
rt 2X4 EILOCX4*,
S5 BASE CDX
CABINET
FRAME WALL
v 01-
01 IF,
SPACING BLOCK
EF11EDIATEEF".- STUDSIRIPSETAILTYP
BAR TCP ws
EXTERIOR WALL SHEATHING NAILING PATTERN
DETAIL__
GENERAL NOTES GENERAL -
L LIVE LOADS_
ROOF: 2I0,
pf
rLCOP- 4Op5f STAIR
4q-f2. WIND SPEED Ik"Ph 3.-
0-t. 3, ALL WORK TO BE P4
ACCORDANCE UPITH THE FB.G, 2001 CHAPTER V6 4- ONLYCHANGES D BY THE
ENGINEER SHALL BE PER4-JITTED- G0N1Gf;P,ETE - I. ALL V
To BEN
STRICT A=1RDANCEWITHTHE -f 318 2. MIX DESIGN CRITERIA: ALL CONCRETE
TYPE I PORTLAND CEI'
ENT (AST" C W) DOTT-RESSjys 5TR---4"w . 26
DAYS -'HALL BE 2500 P.? FOR SLABS AND FOOT NJ- MAX;!41
UIATEP_ 5P CFED NON -AR AIR ENTPAPEI:;
1 ENTRANSD STREW,T14 (p.
0 CONCRETE CONCRETE
2500 0.61 054 3000 058
0.46 SL -SLAB
ON GRADE 5' OTHER
WATER - POTABLE CHLORIDE _ NONE 3.
I-
E NORMAL
WEIGHT AGGREGATES
IN COMI'LIANCE WITH THE REQUIREtENTS OF ASTM C 33, 4. FIBEFI-
ESM FOR SLAB TO
BE AT A RATIO OF.1' , LeS,/YARP. FOUNDATIONS - I FOOTING. DESIGN BASED ON
Mtl,"
ALLOWABLE SOIL BE OF 2000 "f- 2- IF FOOTING ELEVATION OCCURS Pi
TX5TUfR5ED04STAaLF OR UN5WTA8LF THE ENGPDEER SHALL BE NOTIFIED AND
NECESSARY ADAJ3Tt-IENT$ BE MADE PER HIS R1t57FK1.r-T'OxS 3 FIFREPARATICIII OF THESU5GRADE TO
FOLLOW RECOMI-ENDATIONS AS OUT -DIED IN THE GEOTECKWAL REPORT- 501L, 4
STEPS IN WALL FOOT ING&
SMALL NOT EXCEED A SLOPE OF (1) VERTICAL To (2) HORIZONTAL.
5, CAUTION SHALL BE USED WHEN
OPERATING VIBRATORY COMPACTION ECUIFIIENT NEAR EXISTING STRUCTURES TO AVOID THE RISK
OF DAtIAGE TO THE 5TRU-CTUf;U-:. M,450NIRY : 1. DFSrN, MATERIAL AND
WORKMANSHIP 594LL
BE IN ACCORDANCE URTP THE ACI STANDARD BUILDING CODE RE17UIFUE' 5 FOR CONCRETE
MASONRY STRUCTURES ACI 5301 2. CELLS NDV-ATED To BE
FILLED SHALL BE D URTH 3000 r.1 CoNcr--TE. (51 TO to, SLUMP) 3. FROVtDE Z5' LAP FOR STEEL -
ALL LOCATIONS- 4- ALL CELLS ADJACENT TO CORP4ERS,
END OF SMEAR WALLS AND UNDER COINCENTRATED LOADS SHALL C,NTANVEF TICAL REINF INS
AND SHALL BE FILLED WITH CONCRETE- S, CONCRETE BLOCKS SHALL TO A5TM
C-W (28 DAY STRENGTH 2000 pad) (f.7500 pW LAID IN R.MING BOND. f,
MORTAR SMALL BE TYRE N,
I ALL RE -BARS SHALL BE
GRADE 40 UNLESS U140 WOOD -. I ALL Uk%"OD FRAMING
AND
PRE-ENGINEERED WOOD TRUSSES -144AI-L BE DESIGNED, DETAILED, AND FABRICATED 44 ACC41RIDANCE WITH THE DURD5
AND REO1ti S OUTLINED IN THE LATEST EDITION OF THE NATIONAL CIE5IGIII SPECIFICATIONS
FOR WOOD COI16TRUG-71ON, 2. THE WOOD TFuasES -,WALLBE
51MD AND DETAILED To FIT THE pe'TENSICKS AND LOADS ALL CIE5r?4 SHALL BEN ACICIDRDANCE-
OATH ALLOWABLE VALUES AND SECTION RIZOPFFTES AS&r-,,F-D AND APPROVED
BY THE BUILDINGCOI>E, DESIGN c-ALCULATICKS !, A14D SEALED ISY A LICENSEDPRGIFES,51ONAL EWINIEEIR ARE
TO BE SUBMITTED TO THE EWR'EER FOR APPROVAL- 3 PE T BRIDGING RE- DICAILAR
TO THE -',-AN OF THE Tfar55BS SHALL BE D AS REaARED BY THE TRUSS MA?-XIFACTURER.
TFdU$6 MANUI'ACTURER SHALL PROVIDE 5TATEMIENT THAT BOTTOM r-popD OF ROOF TRUSSESAREERACEDDURINGUPLIFTCOND1110I't 4- FOR STRUCTURAL LUMBER, PROVIDETHE
FOLLOWING GRADE AND SPFCIFS; SCUTHIFfmiN PIHE SURFACES DRY USED ATtalMAX, It C. GF14DE X02 OR 5PFWCE PRID- FIR SOUTH GRADE K02 5, PROVIDE GALVANIZED
METAL MANGERS AND
FRAMING ANCHOR$ OF THE 51ZE AND TYPE D By TI-E MAMFAcTURE , FOREAC44uSEINCLUDINGFTCC'DIIVED NAILS. (RUCHES CONIIECToR5 OR EQUIVALENT) 6- ALL BOLTS USED
FOR WOOD TFIA-
TION SHALL BE A MIN"21 OF 1/2' DIAMETER AND &* IN LENGTH (ASTM A-301) UNT14 MIN, 1
1/7' DIAN, UJASHER UNO- 1. FfZCVU:IEFRAMING FRS OF SIZES
AND OF SPACINGS 5"OUK OR F NOT SkOUN, COMPLY WITH LIMiT9,rG 57UD HEIGHTS CHART, DO NOT
SPLICE STRUCTURAL MEMEfZ5 BETWEEN 5UPPORT5. a AND 94JLWs AS SHOAK AND TO
COt-IPLY OATH THE FECCt'g-ENCED NAILING SCHEDULE FROM THE STANDARD OWLDW, C,-')DE, LATEST EDtTIOC
a ROOF 6HEATHN I/vI. 0515 OR
1/2* CDX
SEED FOR bWLW, PATTEFN5- VEF-IFIC-4TION
OF FIELD CONDITIONS -, 1.
CONTRACTOR SMALL VERIFY ALL FIELD CONDIVORS
AND DRELATIVE TO 6AI-F RE THERE ARE CONFLICTS BETW EN ACTUAL FIELD CONDITIONS
AND DATA PRESENTED N THE DR44WING5, SUCH COM::1ITfCNS5 SPALL BE CALLED TO THE
ARCHITECT'S ATTENTION AND tIECES5ARY ADJUSTMENTS MADE PER HIS INSTRUCTIONS 2, FOR ANCHOR BOLTS
USE AUkGHB5 OR EOUtVALENT (
A-M, OR A-301 STEEL) 3. RRO DE 2X4 13LOCKW. ON ALL SIDES
OF THE RIDGE vE?,ff5 MTA ekA NAILS AT 4' ON CENTER- ros, P.E. ENGINEERING t to El -. -
L 'I
S
UPLIFT OF MTS* MR Vd NAL5 MR - OF 31VV
FFLM TFW56 STRAPS TO PEVI TAPCONS TO LMU
MANkFACTMF (Bmlsow EAC44 STRAP) EACH 5TRAI)
4
2 1 4
F AN 'A' STRAP 15 MISPLACED
OR FORSOTTEN AFTER THE
FOF TPE LWEL 5EAM AT
Top OF a'1U WALL THEN A UAOOF1 TFJJ55 STI-
SON MT&W CAN BE SU55TITIITFD I. FOREACHM55ED 'A' STRAP (11. ONJ t PROVIDE 20 Gs. GALV- FLEA-'E SECURE EEACHMTSI& STRAP FOLLOUM4,
THE ATTACHED TABLE ANDTO FFLASWINGFOR TRJ&5 ACC0RD4,
IG TO THE Urf LIFT SW OUNSIT CH jTHETRUS6MAJILFACTIhRERNSTALLLTAFr,
ONS UTP 1-1/2' MR EMBED,— LNTELBEAM
Wv(U15OC'PT-- 1\ '/ 7 k \ I aTu S#-1PScN
ATTACH TAPOOt*
EVERY OTHER
POLE NOTE; TAFCON5
5WOULD BE 446TALL17D IN STRICT
Acc4oRDAI+--E UT44 THE MA"PACTUREf;
es RECO"-IENDATIcos CV--R
r, MiL-
VAPOR BARRIER TREATED WOOD
POST COMPACTED FILL
PER FA -AN OR DR
SEE BOOR
F`I-AtVGRADE RF5AR,
OK
THICKENED
SLAB AT I'- RFARINGPORCH
POST F15ERISLA55 7RULAYOUT
SRNSLF-5 OVERI,- FELT OVER
d) 2-2X10 UNLESS
OTI4ERUSE NOTED U4-
10D TRUSSES
ONFLOOR PLAN 6TR4PPED AS SPOON
ON r2 <
1 TRL'55 LAYOUT
TYPICAL S1110OO P"SH (ALTERNATE
2-@)STR,114- TIES rll F'j, OVER D<8 FJS CEDAR FINSP) (ONE EACH SZE) CDR OVER 2X6
3/al RG".
9 AUN F04- 5Ue1A-'(-,bA OF 1/2'
FX W/ r-.- AI-Ltl DRYWALL , —27i VENTED
IT
SOFF SEE FLR. PLAN
e'- 2"" HEADER FOR STR4PFU-- FOR
41-6' MAX FOR 05T SLAB". //-
U;000
P,
iJ3 IaI CSLABIIAX-
Cl UNO- PER FLOOR pl-'44 u111FIarF1t1ESW ON UIDOD
POST CLEAN, COMPACTED PER
FLOOR PLAN FILL W/ t1cI`
IOI-fTP1c up-4FPED WISTLr-co FTG- W/ 2
5 5AR5 E Zt' OR COI. SLAG - FOR
POST SIZE SEE FLOOR PLAN
FOR POST SIZE
SECTION @ COVERED
PORCH ep ELEVATION @ REAR PORCH POST MONOLITHIC DETAILS SIMILAR)
THE MISSED rft-
LrD CELLS CAN 5F REPAIRED BY Eflo>ff
GRO'UT*r. eo 5 REaAR eSEE EPDXY FRCFSpTW6 AND 5FECFICATIONS '
0040-FISSPIS LkQUfD LPLOF
EoutvALENT ") INTO 5OND BEAM 4*tD INTO
TIE FOOTING FOR ALL FILLED CELLS SWOUNcX4 PLANS allT
NOT FILLED IN THE FIELD pROVDE 6' t1K
EMBED. AND 3/4'3 POLE INTO BOTH THE 50NV
BEAM AND THE FOOTJtn TOP OF 5OND
BEAM eSAM III PROVIDE
25' SPLICES (
TYP-) FILLED
CELL a-
cm WALL-C EFNOXT GROUT 5
I INTO FOOTNC, AND
BEAM Wj &I
MRIL Ef OF FOOTER NOTE:
EPDXY &ROUT
54001-D BE NSTALLED N STRICT AI4CE aM
TWE MAI,FACTURER'S REGOtl-ENDATIONS, @HISSED
FILLED SELL
DETAIL 24' 5 AT
46,
124" PROVIDE (1) 5
AT 40" O.C. VERT-
AND (2) 5 BELOW EA POST
LOCCATtOK FILL ALL
CELLS UTH 2500
P64 COW- ALTERNATE HOOKS
IN FND.
BRACE EXTERIOR SIDE
OF WALL DUR941.
C'CMPA'-TION
OFTPt5 AF--A 5 -
48' Of- ----\ u=g 'o
3( imm w IFA
alzt%
T
I-.
1E 1) 5 CONT
2) 5R'tP50N T572 (243OL12. max UPLIFT) or GAR (2) WL,-
44F& RT22112 (n3oLb. max UPLIFT) or tu PROVIDE OPEN HEAD
JT. AT
45'0r- 2) 5Et-V- ADS-2 (3412Lb- max UPLIFT). FOR uJEEF-1
GRADE AWAY 2x4
F05T SEE
ocUBLE T PLAN
FDAPoUsE PLATE s, mittFer-
15E LLL1try ama
COAT,
AS COY.
T"" 7 L LSALLoNGA-nOIFLy
T. FOR PATIO
SLAB. LEA -
IS aRACES IN PLACEFOR 'I
DAYS AFTER SLAB 515 POURED sheet-
1>ETAIL 6TiTUT1CN S2
TIN ,
d:r-OOf- R
042.
SANPC)RD StALDING OlMr.
F REVfEVJL0 ANDACCEPTEDFOkR,41T PEF, T 'CONDMONALLY
TRUEC TeD SC A ISSUM SHAIL Be
THC WORK Ao,4) TO PRC)CEEt) Wry-"
CANCEL, ,IRITY To VIOLATE
PR'Ovj fo"4 Tt' A'i;DE ANY OF TW
tSSUANC,7 CODES, NOR SHAHLL
PO m r THE SUILDiNG
O
0EP7 F7'— ZVENT 1---'—
rZGiNA CORREC- TIONF "t" OR OTH COAWRUC-
r" ER Cli:TPEcar)ES, BPI, PERMIT rOb•
l$
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