HomeMy WebLinkAbout143 Bristol Forest Trl - BR04-002970 - SFR14PERMITADDRESS Or"Oltews%dfSUBDIVISION f as mionne"
CONTRACTOR
Centex Homes
ADDRESS 385 Douglas Ave., Ste 2000
Altamonte Springs, FL 32714
407-661-2176
CGC 049689
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
PERMIT # DATE
PERMIT DESCRIPTION /l-e ( S /
PERMIT VALUATION
SQUARE FOOTAGE C % (O !
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City ofSanford
Certificate of Occupancy
This is to certify that the building located at 143 Bristol Forest Trl for which permit number
04-2970 was issued and has been completed according to the plans and specifications filed in
the permit, to wit a New Single Family Residence complies with all the building, plumbing,
electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions
of these regulations.
Staff Approval Date Conditions (if blank, no conditions apply)
Building:
P. Hubbard 03/15/05
Engineering:
D. Richards 03/16/05
Public Works:
J. Crumpton 03/15/05
Utilities:
R. Blake 03/15/05
Fire Department:
Zoning:
Centex Homes Yyx 03/17/05
Property Owner Building Official Date
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION 6-
Single Family Residence**** o —
DATE: 03/14/05
PERMIT #: 04-2970
ADDRESS: 143 Bristol Forest Trail
CONTRACTOR:
PHONE #:
Centex
Josh 407-466-3441
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineer' c' o
jPublic Works
Fire
TZoning
Utilities Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
Single Family Residence****
03/14/05 )
04-2970
143 Bristol Forest Trail
Centex
Josh 407-466-3441
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
En ineering Fire
ublic Works3 1S D' .
QQZoning -
Utilities.' Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL Is CONDITIONAL)
j
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION o I I
111111
Single Family Residence**** 111111W1I1
DATE: 03/14/05 IIII
I I I I
1111,
PERMIT #: 04-2970
I
W L j H
FADDRESS: 143 Bristol Forest Trail
CONTRACTOR: Centex o Cg
a
PHONE#: Josh 407-466-3441 d-
a
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, ;lease sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering
Public Works
tiliti s
r 6
Fire
TZoning
Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMBG1001 CITY OF SANFORD
Address Misc. Information Inquiry
3/15/05
11:56:27
Location ID . . . . . . .
Parcel Number . . . . .
Alternate location ID . .
Location address . . . . .
Primary related party . .
Type options, press Enter.
5View detail
Opt Description
247975
22.19.30.502-0000-0710
143 BRISTOL FOREST TR
PLANNING & ZONING COMMENT
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
Free -form information
PRESERVE AT LAKE MONROE
LOT 71 ************
SW DEV FEE $1700.00 WA DEV FEE $650.00
BP04-2970 PD 9-10-04 SEE REC#7176
3/4"WA METER SET FEE $190.00 PD 9-10-04
REC#7176
F2 Address F3=Exit F5=Special Notes F9=Parcel Notes
F12=Cancel
v..V / FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200:
ELEVATION CERTIFICATE
Important" Read the instructions on pages 1.7.
SECTION A - PROPERTY OWNER INFORMATION For lmuranoeCompanyLIse
BUILDING OWNER'S NAME Policy Number
CENTER
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
143 BRISTOL FOREST TRAIL
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lotand Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 71, PRESERVE @ LAKE MONROE
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, 'rf necessary.)
RESIDENTIAL
LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type):
1P or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other.
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2 COUNTY NAME B3, STATE
CITY OF SANFORD 120294 SEMINOLE FLORIDA
B4. MAP AND PANEL 97. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER 85. SUFFIX B6. FIRM INDEXDATE EFFECTNSIREVISED DATE B8 FLOOD ZONES) Zone A0, use depth of tloci ft
12117CO035 E 4117195 4117195 X WA
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
FIS Profile ® FIRM Community Determined Other (Describe):
1311. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe):
B12. Is the building located in aCoastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings' Building Under Carstrucdm* ® Finished Construction
A new Elevation Certificate will be required when construction of the building is compete.
C2. Building Diagram Number 1(Select thebuilding diagram most similartothe building forwhich this oertrficate isbeing completed - see pages 6 and 7, 1 nodiagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARAA, ARAE, ARIA1-A30, ARAAH, ARAO
Complete Items C3.a4 below according to the building diagram specified in Item CZ State the datum used. If the datum isdlfeent from the datum used for the BFE in
Section B, convert the datum to that used forthe BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum NGVD'29 CawersiorJComments NONE
Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No
o a) Top ofbottomfloor (inducing basement orenclosure) 14. 1 fl.(m)
o b) Top ofnext higher floor NIA. t(m) rn
o c) Bottom of lowest horizontal str1 Mral member (V zones only) N/A. R(m)
o d) Attached garage (top of slab) 13. 811.
o e) Lowest elevation of machinery andfor equipment W
servicing the building (Describe in a Comments area) 13.5 fl.(m) E
o f) lowest adjacent (finished) grade (LAG) 12, 5R(m) m y
o g) Highest adjacent (finished) grade (HAG) 12. 9 fl.(m) VP
o h) No. of permanent openings (flood vents) within 1 It. above adjaoent grade 0
o i) Total area of all permanent openings (flood v€xnts) in C3.h 0 sq. in. (sq. cm)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
1
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.
1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001.
CERTIFIERS NAME: JAMES J. JILES LICENSE NUMBER: 4997
TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER, COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC.
ADDRESS CITY STATE ZJP CODE
1030 N. ORLANOD AVENUE, SUITE B WINTER PARK FL 32789
SIGNATURE DATE TELEPHONEojg43i3105 (407) 426-7979
FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Sedion A Forlrw,ra u Canpany Use
BUILDING STREET ADDRESS (IncWN Apt, Unit Suite, mxft Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number
143 BRISTOL FOREST TRAIL
CITY STATE ZJP CODE Company NAIC Number
SANFORD FL 32771
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentlosnpany, 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 ifattachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be competed.
El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being competed — see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The topof the bottom floor (including basement or enclosure) of the building is _ t(m) _in.(an) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6-8with openings (see page 7), the next higher floor or elevated floor (elevation b) ofthe building is _ fL(m) _in.(crn) above the highestadjacent
grade. Compete items C3.h and C3.i on front of form.
E4. The top of the platform of machinery andlor equipment servicing the building is _ tt(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E5. For Zone AO only: If no flood depth number is available, is the topofthebottom floor elevated in aocordance with the community's floodpain management ordinance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner orowner's autho4zed representative who completes Sections A, B, C (Items C3.h and C3.i only), and Efor Zone A (without a FEMA4ssued or community -
issued BFE) orZone AO must sign here. The statements in Sections AS, Q andEarecared tote bestofmrylorowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZJP CODE 1
SIGNATURE DATE TELEPHONE
COMMENTS
Check here ifattachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law orordinance to administer the communitys floodpain management ordinance can complete Sections A, B, C (s E), and G of this Elevation
Certificate. Complete the applicable items) and sign below.
G1. The inbrnatior. in Section C was taken from other documentation M has'been signed and embossed by a licensed surveys, engineer, or architect who isauthorized by state
orlocal law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. A community officialcompeted Section E for a buldng located in ZoneA (withouta FEMAassued orcommunityassued BFE) or Zone AO.
G3. The following information (Items G4-G9) is provided for community floodpain management purposes.
G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6 DATE CERTIFICATE OF COWLIANCEMWPANCY ISSUED
G7. This permit has been issued for. New Construction Substantial Improvement
GO. Elevation of as -built lowest floor (including basement) ofthe building is: _. _ft(m) Datum:
G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
Check here if attachments
FEMA Form 81-31, January 2003 Replaces all previous editions
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 71, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
COMMERCE TITLE COMPANY
COMMERCE TITLE INSURANCE COMPANY
CTX MORTGAGE COMPANY, LLC
LOT 72
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE
THE REQUIREMENTS SET FORTH IN THE
CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A).
CSX RAILROAD R/W
OLD MAIN LINE TRACK
UNPLATTED PER THIS PLAT)
1LOT71
1 6,250 50 FT, i I 1
GRAPHIC SCALE
io O 15 30
ONE STORY
CONCRETE BLOCK Ll
RESIDENCE
FINISH FLOOR
ELEVATION-14.06' _
LOT 70
40.0' s.o
po
I rORIVEWAY 1 (J1
1
IV UTILITY
1 EASEMENTaS
WALK IS .'.R''FW..; •.,. "...1 :.`'' WALK 15 — - -
0 1' OFF t - -- _ r 01' OFF
554*23r rr11 E 50. ip00I sl.
1 6
PT 485.85- /1 4.4L__ _ _ Ulu PI
554'23'11'E 610.33 CENTERLINE "T
RIGHT-OF-WAY
BRISTOL FOREST TRAIL 0mol
50' RIGHT-OF-WAY CO
NOTE: N I1. ALL DIRECTIONS AND DISTANCES HAVE LEGEND
BEEN FIELD VERIFIED AND ANY — . . . . . — BUILDING SETBACK LINE FND 1/2-IRON ROD AND CAP
INCONSISTENCIES HAVE BEEN NOTED ON THE O LB 155 (03-02-os)
SURVEY, IF ANY. CENTERLINE
RIGHT OF WAY LINE Q FND NAIL AND DISC
2. PROPERTY CORNERS SHOWN HEREON WERE 1 1 4 EXISTING ELEVATION LB /88 (03-02-OS)
SET/FOUND. 0 FND 1/2 IRON ROD AND CAPON03-02-05 UNLESS OTHERWISE CONCRETE LB 16393 (03-02-05)
LB LICENSED BUSINESS CNA CORNER NOT ACCESSIBLE
3. THE SURVEYOR HAS NOT ABSTRACTED THE LS
PSM
LICENSED SURVEYOR
PROFESSIONAL SURVEYOR AND MAPPER L
DENOTES DELTA ANGLE
DENOTES ARC LENGTH
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF PRM PERMANENT REFERENCE MONUMENT CB. DENOTES CHORD BEARING
WAY, RESTRICTIONS OF RECORD WHICH MAY PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE
AFFECT THE TITLE OR USE OF THE LAND. P) PER PLAT PI DENOTES POINT OF INTERSECTION
M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE
FND FOUND PT DENOTES POINT OF TANGENCY
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN C/W CONCRETE WALK TYP TYPICAL
LOCATED EXCEPT AS SHOWN. S SIDEWALK A/C AIR CONDITIONER
C/
W
CONCRETE PAD COW CONCRETE BLOCK WALL
CS CONCRETE SLAB RP RADIUS POINT
5. NOT VALID WITHOUT THE SIGNATURE AND THE C CHORD LENGTH OHU OVERHEAD UTILITY LINE
RAISED SEAL OF A FLORIDA LICENSED LEVORIGINALPIKPARKEROKALONPOLPOINTFICATIONONLINE
SURVEYOR AND MAPPER. R RADIUS PCC POINT OF COMPOUND CURVE
POC POINT OF CURVE REV REVISED
NO 120294 0035 E DATED 4/17/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X.
AREA OUTSIDE 100 YEAR FLOOD PLAIN
THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION. PLEASE CONTACT THE LOCAL
F.E.M.A. AGENT FOR VERIFICATION.
ELEVATIONS SHOWN HEREON ARE BASED ON ORANGE COUNTY
VERTICAL CONTROL AS FURNISHED.
IE NORTHWESTERLY LINE OF LOT 71
ING N35'36'49"E PER PLAT,
FIELD DATE:) 10-14-04 REVISED:
SCALE: 1 = 30 FEET
APPROVED BY: SJ
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LBp6393
1030 N. ORLANDO AVENUE, SUITE B
WINTER PARK, FLORIDA
32789- (407) 426-7979
I HEREBY CERTIFY, THAT THIS BOUNDARY,
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.
ASM39685 FINAL 03-02-05 VH
JOB NO. FORMBOARD 11-2-04 CKB
DRAWN BY: PLOT PLAN 7/15/04 SDO
FOR
THE
FIRM
JAMES JAY JII.ES PSM #4997 DATE
r
REVISIONS
PERMIT If 0y-z-770 DATE 39 6,S ADDRESS
CONTRACTOR
PH #
G/07=GAG/- 0/00 FAX # G!0^?-330r-4 DESCRRITION
OF REVISION: W/
K - W) nla I - rr 9 •lac c STRr UTILITIES
FIRE
BLDG
03/09/2005 16:39 DEL AIR -> 4073283859 NO.375
i
i,
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community. Affairs
Residential Whole Building Performance Method A
Project Name: 1692 - Q O71 Builder. CENTER -FOX 8 JACOBS
Address: 1y3 FONT VAM- Permitting Ofllce: STY O S6-0T. -OR D
City, State:Lhc—'r fa o-ce,FL Permit Number: 0q- Z`t 7. V
Owner C5v7-EX Homr s, Jurisdiction Number. L91S0o
Climate Zone: Central
1. New construction or existing New .— 11, Cgoling systems
2. Single family or mohi-ra ably Single family _ a Ceotsal Unit Cap: 30.0 kalully —
3. Number of wits, if multi -family 1 — SEER: 13.05 —
4. Number of 8t:dtooms 3 — b. NIA
S. Is this a worst use? Yes —
6. Conditioned f1m area (ft') 1692 fts c. NIA
7. Glass area A type Subic Pace Double Paw —
a. Clem glass, default U-factor 15210 a, 0.0 Rs — 13. Hcatins systems
b Defsuh tint 0.0 Its 0.0 fas — a Fleetrie Hat Pomp Cap: 30.0 kBaft _
c. Labeled U or SHGC 0.0 tta 0.0 fts HSPF: 8.00 —
8. Floor types b. NIA
a. Slab -On -Grade Edge Insulation R=0.0, 191.0(p) a _
b N/A c. N/A
c. N/A
9:' wall types 14. Hot water systems
a. Concrete, IRS losol'. Extenaov R=4.1, 1080.0 ft! — a Electric Resislaoce Cap: 40.9 gallons _
h Frame, wood, Adjacent R-11.0. 258,01e _ EF: 0.88 —
c. N/A h N/A
d N/A
e. N/A c. Conservation credits
10. Ceiling types HR-Mal recovery. Solar
a. Under Attic R=30.0, 1704 0 fti _ DHP-Dedicated best pump)
b. NIA IS. HVAC credits
c. N/A CF-Ceiling fan, CV -Cross ventilation.
11. Duce HF-Whole hoax fan,
a. Sup: Unc, Res: Vac. AH(Sealcd):Garage Sup. R;=6.0, 1.0 It _ PT -Programmable Thermostat,
b. NIA MZ-C-Multizonc cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.09 Total as-buik points: 21095 PASS. Total base points: 24368
1 hereby certify that the plans old specifications covered
by this calculation are in con once with the Flo 'da
Energy Code.
PREPARED BYzi - 7 Z7 DATE: .
erz 05 1
hereby certify that this building, as designed, is in compliance
with the Florida Energy Code. DATE:
Review
of the plans and specifications
covered by this p calculation
indicates compliance 1A* with
the Florida Energy Code. -1 '-f
b Before
construction is completed this
building will be inspected for compliance
with Section 5M.908 Florida
Statutes. we BUILDINGOFFICIALPi.
l PS P.FVIFVFIF 1. DATE:
rim nc C A M7- '-""N EnergyGeuge® (
Version: FLRCS8 v3.30)
la3i09i2005 16:39 DEL AIR 4 4073283B59 N0.375 P002
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* 0 86.2
The higher the score, the more eftfelent the home
1.• New consuoetioa or 9X isting
2. single family or mufti -family
3. Number or units, if multi -family
4. Number of Bedrooms
j S. Isthis a worst case?
1 6. Conditioned floor area (A')
7. Glass awe R type Single Pane
a. Clear - single pane 152.0 fis
bb Clear - double pane 0.0 ft'
e. Tinlother SlfGC • single pane 0.0 Rs
d. Tindother $HUC - double pane
8. Floor types
a. Slab -On -Grade ftc Insulation
b. NIA
e. N/A
9. Wall types
A. Conaete, lot lasul. Exterior
b. Frame. Wood, Adjacent
c.. N/A
d NIA
e. NIA
10. Ceiling types
a. Under Attic
b, N/A
U. V/A
11. 17oets
a. Sup: LIM. Ret: Una. AH(Sealed):Gtuage
A NIA '
New _
Single family -
I -
3 -
Ya -
1692 A'
Double Pace -
0.0 tl' -
0.0 At _
0.0 A' -
R=0.0, 191.0(p) R -
R=4,1, 1080.0 fts
R=30.0, 1704.0 Rs -
Sup. R-6.0, 1.0 A -
12. Cooling systems
a. Central Unit
4 NIA
c. NIA
13. Heating systems
a. Electric Heat Pump
b N/A
c. N/A
H. Het water sysums
a, Elecvic Resistant
b WA
C. Conservation credits
AR -Heal recovery. Solar
DHP-Dedicated beat pump)
15. HVAC credits
CF-Ceilurg P,to, CV -Cross ventilation,
HF-Whole house fan,
PT.Progr mmable Thermostat,
W-C-Multizonc Cooling.
MZ-H-Muhizone heatfog)
I cd* that this home has complied with the Florida Energy Efficiency Code For Building
1 Consnction through the above energy saving featuues WWI will be installed (or exceeded)
in this home before final inspection. Othcrwisc, a new EPL Display Card will be completed
i based on installed Code compliant features.
Builder Signature: Date:
Address of New Homc: Ciry/FL• Zip:
Cap: 30.0 kBtwV -
SERR:13.05 -
Cap: 30.0 k6tu/hr -
HSPF:8.00 -
Cap: 40.0 gallons -
EF: 0.88 -
NOTE: The homes estimated energy performance score is only available throw h the FLARES computer program.
This is n r a Building Energy Rating. /Jyour score is 80or greater (or 86Jor a US EPA/DOE EnervSw tdesignarion),
your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Raring.
Contact the Energy Gauge Hotline at 3211638.1492 or see the Energy Gauge web site at WWw;/sec.ucfedlijor
information and a list ofce tifed Raterv. For information about Florida's Energy Efficiency Code For Building Construction.
contact the Department ofCommunity Affairs at 830/487=18J4,
EnergyGaugeQ) (Version: lFLRCSB 030)
Q3i09i2005 16:39 DEL AIR 4 40732B3B59
FORM 60OA-2001
N0.375 0003
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BSPM = Points
Floor Area Type/SC
18 18l2.0 25.70 78tia.8 Sbrgb. Gear
Sir9le. Geer
Sbgie. Clear '
Single. Gear
Swo, Clear
As-Seilt Total:
WALL TYPES Area X BSPM = Points Type
Adjacent 258.0 0.70 180.5 Concrete, Ira Insul. Exterior
ExWor 1080.0 1.90 2052.0 Frame, Wood. Adjacent
Base Total: 1336.0 2232.0 As -Built Total:
DOOR TYPES Area X 6SPM Points Type
Adjacent 18.0 1.60 28.8 Eatarior Insulated
Exterior 20.0 4.60 96.0 Adjacent hwulated .
Overhang
Omt Len Mgt Area X SPM X SOF = Points
1.0 62 16.0 48.22 0.96 73S2
E 1.0 62 32.0 63.97 0.97 1993.2
W 1.0 02 32.0 S7.68 0.97 1798.9
N 1.0 6.2 32.0 30.19 0.98 944.8
E 1.0 8.0. 40.0 63.97 0.99 2528.7
R-Value Area X SPM Points
4.1 1080.0
11.0 . 258.0
133U
1.16
0.70
1274A
180.6
1465A
Area X SPM Points
20.0
18.0
4.60
1.60
96.0
28.8
Base Total: 3eA 1243 As -Built Total: 78.0 124.6
CEILING TYPES' Area X BSPM = Points Type1 R-Value Area X SPM X SCM = Points
Under Attic 1704.0 2.13 3629.5 Under Aft 30.0 1704.0 2.13 X 1.00 3629.5
Itlinl]?
FLOOR TYPES Area X BSPM = Points Type .
Slab 191.0(p) -3va-6073.6 Slab -On -Grade F09e Inlsulallon
Raised 0.0 0.00 0.0 I -
Total:
R-Value Area X SPM = Points
0.0 191.0(p -31.90 GD92.9
INFILTRATION Area X 6SPM = Points Area X SPM = Points
109LO 14.31 24212.5 1692.0 14.31 2421 ¢.3
EnergyGay996 DCA Form 800A-2001 EnergyGaugwVF1aRES2001 FLRCSB J1.30
03/09/2005 16.39 DEL AIR -* 40732133859
FORM 60OA-2001
NO.375 P004
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:... PERMIT M
BASE AS -BUILT
Summer Base Points: 31977.2 Summer As -Built Points: 31327.8
Total Summer X System - Cooling Total . X Cap X Duct X System X • Credit Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
OM x OSM x AHU)
31327.8 1,000 1.087 x 1.150 x 0.85) 0261 1.000 9721.3
31971.2 0.4266 13641.5 31327.8 1.00 1.188 0.261 • 1.000 9721.3
EnergyGetsp^ DCA Form ODUA•2001 EnergyGauge®VFIaRE57A01 FtRCS9 v3.30
03/09/2005 16:39 DEL AIR -> 4073283859 N0.375 P005
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS:. , , PERMIT 0: '
BASE AS -BUILT
GLASS TYPES
18 'X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Omt Len H91 PoiAreaXWPMX =Points
19 1697-0 6.96 . 1784.7 Single, Clear 6 1.0 0.2 16.0 9.90 1.01 1502
sip. -Clear E 1.0 62 32.0 12.37 1.01 399.0
Sine, Clear W 1.0 0.2 32.0 13.25 1.00 424,7
sin*. Clear N 1.0 62 32.0 15.07 1.00 481.2
Single. Clear E 1.0 &0 40.0 12.37 1.01 497.8
As -Built Total: 152.0 1961.7
WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Adjacent 258.0 1.80 484.4 Concrete. Int Insul. Exterior 4.1 1080.0 3.31 3569.4
Exterior 1080.0 2.00 2160.0 Frame, Wood, Adjacent 11.0 258.0 1.80 464.4
Base Total: 133110 2624.4 As-BuiD Total: 1339.0 4033.8
DOOR TYPES Area X. BWPM = Points Type Area X WPM = Points
Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 ' 102.0
Exterior 20.0 5.10 102.0 Adjacenllnsuleted 18.0 4.W 72.0
Base Total: 38A 1174.0 As -Built Total: 38A 174.0
CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points
Under Attic 1704.0 0.64 1090.E Under Arlie 30.0 1704.0 0.54 X 1.00 1090.6
Best Total: 1704.0 1090.6 As -Built Total: 1704.0 1090.6
FLOOR TYPES Area X BWPM = 'Points Type R-Value Area X WPM = Points
Slab 191.0(p) -1.9 -362.9 Slab -On -Grade Edge insulation 0.0 191.0(p 2.50 477.5
Railed 0.0 0.00 0.0
Some Total: 362.9 As -Built Total: 191.0 477.5
INFILTRATION Area X BWPM = Points Area X WPM 3 Points
1092.0 -028 73.8 1692.0 -0.26 73 8
Fj*WGauge6 DCA Form 600A-?001 Ene0WGeugeVFbFtES2001 FLRGSB v3.30
1&3i09i2005 16:39 DEL AIR -> 4073263859
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:... PERMIT 0:
BASE AS -BUILT
Winter Base Points: 4837.0 Winter As -Built Points: 7263.8
Total Winter X System - Heating Total X Cap X Duct X. System X Credit Heating
Points Multiplier Points Corriponent Ratio Multiplier Multiplier Multiplier • Points
CM x OW x AHV)
7283A1 1.000 1.078 x 1.100 x 0.95) 0.427 1.000 3H1.4
4637.0' 0.6274 3034.7 7263.8 1.00 1.188 0.427 1.000 3681.4
EnergyGauge'- DCA Form 600A-2001 . Er*%yGarwVRnRE52001 FLRCSB W3.30
03/09/2005 16:39 DEL AIR 4 4073283859 N0.375 P007
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
I ADDRESS:. , , PERMIT V . • I
BASE AS -BUILT
WATER HEATING
Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X CW4 ' = TOW
Bedrooms Volume Bedrooms Ratio Multiplier
3 2564.00 769Z.0 40.0 0.98 3 1.00 ZW.00 1.00 7692.0
Built Total: 7692.0
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating + Hot Water = Total
Points Points Points Points
Cooling + Heating 4. Hot Water = Total
Points Points Points Points
13641 3035 7692 24368 9721 3681 7692 21095
PASS
EnemyGsup^ DCAForm 600A-2001 EnergyGauge&FIaRES7001 FLRC58v3.30
1213i09i2005 16:39 DEL AIR 4 4073283859 NO.375 9008
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT N:
SA.21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTM RECUUMMM FOR E4CH PRACTICE CHECK
Exterior Windows & Doors WS.1.ABC.1.1 Maximum_3 drWag.11. window aces-5 c1m1sq.fL door
Exterior 6 Adjacent Walls 608.1.ABC.1.2.1 Caulk, gasket, weatherstrip at seal between; windovwe/doors 3 frames. wimunding we
foundation 3 wall sole or sM plate; joints between exterior wall panels at comers; uWlty
penetrations; between wag panels a lopAmor h plates; between walls and floor.
EXCEPTION: Frame waft whom a continuous infikrafion banter is installed that extends
Iran and;S sealed to the foundation lo-the tm plate.
Floors 6N.I ABC.1.22 Penetrationslopemngs 3-1/6' sealed unless backed by buss orjoint members.
EXCEPTION: Frame'Iloors where sContinuous infiltration barrier is Insaled that Is sealed
to the d seams.
Ceilings W6.1 ABCA.2.3 Between wells 3 ceilings: penetrations of ceiling plans of top floor: around shags, char
soffits. chimneys. cabinets sealed to continuous air berrier: gaps in gyp board & top plat
attic access. EXCEPTION: Frame ceilings where a continuous Infillre6on barrier is
installed that is sealed at the perimeter. at wrietrallons and seems.
Recessed Ughtng Fixtures 608.1 ABC.1.2A Type IC rated with no penetrations, seated; w Type IC or non -IC rated. installed inside a
sealed box with 1/2' clearance 6 3' from insulation; or Type IC ruled with c 2.0 clm from
conditloned space. tested.
multi Houses 606.1 ABC.12.5 Air barrier on podmeter of flooi cavity between floors.
Additional Infiltration refits 608.1 ASC.1.3 Exhaust farm vented to outdoors, dampers; combustion space heaters campy with NFP
have cembustion air,
r e.w.w•r.. ur A 11IMM! 8-61 COMPONEIIIS
SECTION AEQJIREMEKTS CHECK Water
Heaters 612.1 Comply with eftency requirements in Table 6.12. Switch or dearly marked ciro+it breaker
telectricli or 600' be provided. Extomal or built4n heat trap Swimming
Pools 6 Spas 612.1 Spas & heated pools must have covers (except solar heated). Ncn-eommarcial pods musthave
a pump timer. Gas ape & pool hoatom must have a minimum 6mmW elliciien
of 78%. Shuwgrheads
612.1 Water flow must be mstrided b no more than 2.5 sollona Par minute at 80 PSIG. ' Air
Distrnbtilion Systems 610.1 All ducts, 6tentjc. mechanical equipment and plenum chambers shag be me0w telly aRached,
sealed, Insulated, and installed in accordance with the criteria of Section 610, Duds
i1 uncondltioned attics: R-5 min. 'insulation. V
to readily aooB33ibte manual er auomaticthermostat fo each ftst0m. Insulation
604.1, 602.1 Ceilir"in. 14r19. Common walls -Frame R 11or CBS R-3 booh sides. Cbrrinan
cv1i ng 8 flMs R-1 t; . . . EnergyGauge10
DCA Form 800A-2WI ErwgyGaupe6YF 0FtES'2W1 FIRCSB V3.30
133/09/2005 16:39 DEL AIR -) 40732B3B59 N0.375 P009
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Entire House
DEL AIR HEATING,AIR CONDrMNING,R .Job.1692 527.01
log COMMERCE STREET. LAKE MARY. FL 327464200 phone: (407) 631-2665
Procedure A - Winter Infiltration HTM Calculation'
1. wRtu irdl8ratior AW
0.8D ach x 13MB 1N x 0.0167 = 18o cfm
2 Winerration toad
1.1 x 180 cfm x 32 T VVMKTD = 6353 BOA
3 WtWiAbalOn K M
6353 Bkh / 190 RZ Total window = 33A W NI=
efd door area
Procedure B . Summer Infiltration HTM Calculation
1. Sumner 0r01NOW AVF
0.40 ach x 13MO fe x 00167 = 90 On
2. Sumnerir0kaW bad
1.1 x 9D cfrn x 18 'F &mwTD ' 1787 %h
3. S1a)nnerir1NdM K M
1737 t3Wh I 19D V Total wndow = 9.4 B1uhW
and door ww
Procedure C - Latent Infiltration Gain
005 x43 9rltb moistof. x 90 c n = 2501 BOA
Procedure D • Equipment sizing LOGOS
1. Sw tole 5mr9 bad
Seeable verdafiml bad
1.1 x 5o cfm vem x 18 'F SMWUTD = 990 B1h
Seeable bad for *uchoe (I.i(e 19) • 18" BOA
Sum of verddw and sbu dwe bads 1 60A
XR2.69 anndd bTp rdUe 9ft fTR!Br x
RMyefmwt9 gbad-gA F"e 19
x
BS/1
2 l.aTad 19 t0ad
Lab" vBltatQl bW
OBB x 50 cfm vent. x 43 grlb moist Off = 1474 80A
Wave! bads = 23D BeA x 5 pw* 1Z5
IftaBoe bad from Pmeedfae C kA
EgipnetwMbed-w" = 06 BSA
V aucom Quamy 1K a W. of FWO{am is 0 •
8elcroralie values nave beep a,anuaty ovel ia"n
Fti6W aerfA a 1 by ACCA ro meet al mgUmrrwb ofManual J -M 6d.
wnghtsal t ` Ri6e1-suite Ra:loomialm 5.5.09 RSR26014
E•lsiles111ios a Je000: 20021492%1692.0ar
M
ape 1
@3i09i2005 26:39 DEL AIR 4 4073283859 NO.375 17010
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING/R Job. 1692 ' a.27.o1
10• COMMERCE STREET, tAK6 MARV, FL 327464206 Phone: 1407) 931-2565
Project Intormation
Fa CENIEOM&JACM
Design Information
We*= Otndq AP, FL, US
iWinter Design Conditions
Olidsdedb 38 T
Design TD 32 F
i
Heating Summary
A" head lass 27751 Boil
Vergdonar 0 cfrn
DDesign hM bed 2MI kiv
Infiltration
calsbucbm qu* AverdgpFh
1691 r-O1INVaAunee 1N) 13636 136;
Heating Equipment Summary
NIAM .lolVlli 1.
TWO
Summer Design Conditions
Ota" db 83 f
gnTD
hwnictj V %
Mo6ttue diRfBterloe 43 90
Sensible Cooling Equipment Load Sting
hIMM1
verdidon 99D
3.0 OF
UseWkTotal lens. egrp. bad 19452 81f1 .
Latent Cooling Equipment Load Sizing
kfal1a,19*6 1150 Btuh
Verdation 1474 .BU11
Irdf ab n 2861 Bkjh
Too bum egupbed sm BI1h Tau
GOA yrwtbw 247M BWh 2.
3 bn ReqtW-capa*;A 0.10 % SHR Cooling
Equipment Summary Mat
Jo VFa Trade
m
PA
HeftI79
HSPF 00
Bkf1@47-F Effidse
9 Latert000d
VDGER
203M
BUt am
Bw qng
1 1000 CCFM g
TAch
Iaoofng
fan 1000 ctm Hw&
V ar Row bcbr ODN "wh Coorng atr Row tacbr OA63 dmlBn,h I
Spece tllemlostad Load seraft head ROD 79 % NoWtallo
values bove bmw men0alk eveniddee P1inw
aik byA=1Dmeeta1legl:farnertdMwWJ7thEd wr-
vVhtsOft "I-Svite RMioeMul^' 5.5 06 RSR2601C 2002-Apt-07 15:17;39 d0sicsMlioa
a Jacobs 2001116.21692..sr P390 1
03/09/2005 16:39 DEL AIR -i 4073283859 NO.375 D011
RIGHT -I WINDOW DATA
DEL AIR HEATING,AIR CONDITIONINGA Job:.169Z 9.27.01
109 COERCE STREET. LAKE NARY, FL 3ZT46-6206 Phone: (407) 031.2665
W S D W G L S S O N A S
G N H
O
V
O
V
W
H
C
H
W
N
S
H
N K
D Y
l A
R L
L
A
O T H V
W R A H L G 0 R R G T A A
W L Z E M D G Z L O X Y T M R R
BDRM2
a n n a c n 0 d' 1 1 •90 1.0 1.0 1.0 5.2 20.4 16.0 0.0
MCIMSTR. BR
a n w a c n 0 d 1 1 90 1A ID 1.0 52 54A 320 0.0
PNTRYILDY
BTH1
BTH2
BDRM3
a n e a c n 0 d 1 1 90 1.0 1.0 1.0 52 54A 32.0 0.0
GREATIFOYER
a n s a c n 0 d • 1 'I 90 1.6 ' 1.0 1A - • 52 30A • •32.0 27.1 -
KITCHEN
b n w a c n 0• d 1 1 90 1.0 1.0 1.0 7.0 54.4 40.0 0.0
Wreghtsoft til#M-Sufic RusiatntiW- 5.3.06 RSR2601t 2002•Apr-03 13:17:39
AOME 1Filet.W04 & Mobs 20p21169211692xv Wage 1
03/09/2005 16:39 DEL AIR 4 4073283859 N0.375 9012
i
RIGHT-J WORKSHEET
Entire House10. DEL AIR HEATING)UR CONDITIONINGA .lob: 1692 8.27.01
09 COMMERCE STREET. U 327a04M Pnonc• 407 a3t-2665
F- t MVAjkj7elEi1
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tSC)O Raaidenaal^ 5.5.06 RSR15914 , 700 -Apr-03 13:1719 E:1FHW74
6 Jaca0:,20021109211692.rar ' Page +
Permit # .D
Job Address:
Description of Work:
Historic District: Zoning:
CITY OF SANFORD PERMIT APPLICATION
110,
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential / Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/Ncw Residential: # Z7omniercialClosets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FENIA furm required for other than X)
Parcel #:
Owners Name & Address:
Attach Proof of Ownership & Legal Description)
Phone:
M 0.II
License Number-
c....nl.r lni li¢=aLeaf lf l l/7L ( ..Ir.\1lAwt•trl -.lL ii
Phone & Fos. V Tvv a..+- ---- — — — C
Bonding Company:
Address:
Mortgage Leader -
Address:
Architect/Engineer:
Address:
Phone -
Fax.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or msiallatioii has commenced prior to the
issuance of a permit and that all work will he performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured Im ELECTRICAL WORK, PLUMBING, SIGNS, WELLS. POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing infionnaion is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING 1'0 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, CONSULTWITH YOUR LENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE:
In addition to the iequiremcnis of this permit, there maybe additional restrictions applicable to this
county, and there may be additional permits required from other governmental entities such as water Acceptance
ol'pennit is verification that I will nosily the owner of the property ofthe Signature
of Owner/Agent Date Print
Owncr/Agent's Name Signature
of Notary -State of Florida Date Owncr/
Agent is_ Personally K nown to Me or Produced
ID APPLICATION
APPROVED BY. lildg- Zoning. Initial &
Daic) Special
Conditions: a
s, Page in the fade records ie
t,.t ' ts, rate agencuec r federal agencies. F
13. n
ate De
10 tz L45so c
Florida
ate Contractor/
Agent is Personally Known to Me or Produced
ID r
Utilities:
FD- Inival &
Date) (Initial & Date) (Initial & Date) MIRINDAC.'
URNER MY
COMMISSION I DD 2120 a _=
EXPIRES: June 14, 2007 5w
dedflw Notanj P&c undenrtltets
CITY OF SANFORD PERMIT APPLICATION
Permit # :cl-A — oG"I 10
Job Address:
Date:
Description of work: New Single Family Residence
Historic District: Zoning: Value of Work: S
Lot #:—I _
Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service_ Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Wate Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Comme ctal Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: Attach Proof of Ownership & Legal Description)
Owners Name & Address: CentexHomes 385 Douglas Avenue, Suite 2000
Altamonte Springs, FL 32714 Phone: 407-661-2150
Contractor Name & Address: Approved Electric Co of Florida 4874 S. Orange Avenue
Orlando, Florida 32806 State License Number: EC0002494
Phone & Fax: Fax 407-851-1226 Contact Person: John Findlay Phone: 407-851-1220
Bonding Company:
Address:
Mortgage Lender:_
Address:
Arch itect/Engineer: Phone:
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a
permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured forELECTRICALWORK, 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 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
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced 1D
FS 7
Agent Date
Charles W. Cannon
Print Contractor/Agent's Name
Ggniture of Notary- fate of Florida Date
Ay 6 PATRICIA A. KADLAC
Contractor/Agent is Personally K oyrf-di'YCOMMISSION DD013206
Produced 1 "tor i o, EXPIRES. March 78, 2003
1 eoo,3WDTARY FL NotarySWv1c* a 8wdr% Irra
APPLICATION APPROVED BY: Bldg: Zoning: Utilities:
Initial & Date) (Initial & Date) (Initial & Date)
FD:
Initial & Date)
Special Cond
C:O a T • •• SE_rI:LNOI_E:
T• FEE STATEMENT
7. 5 JEI) BY CITY OF C
STATEMENT NUMBER 104•-76369 b-Z Dv... BUILDINGPE::
RM.I: T IBF ' : 629 a 9' I Y) OUNTY NUI*iBER : UNIT
ADDRESS : _ __ TRAFFIC,
I(:)NE::: J, R :SDIC:T:I:ON: 06 SANFORDC:ITYC.)F' _.._.._._...____...._._..__..________.._.._ SEC: T . _
ARCECT 13t.JI:
cD:I:V:I:S1.6N: RACT: I- IAT +
O K "AGE : 1p2 .BLOC BLOCK: -_- l_OT - PLAT BOOK • .(Qy - /_.._..... DATE: WhII:::
R
NAME: /%(/ r. QOr...... _
APPLICANT NAME: ADDRESS: LAND
USE
CATEGORY: 001 - Single Family Detached House TYPE:: l.
JSE::: Residential. WORK DESCRIPTION:
Single Family House: Detached - Construction N-._.E- ._..........._._..........._._.........._......_.._._.._.._._._.._._._._._._._._._._.__.._.._._._._._._._._._..._._._._.._..._._.._._........._._._._._._......_
I=1:- I BE I T RATE FEE UNIT RATE" PER 0 & TYPE TOTAL DUE TYPE:: DIST
SCHEDULE: DESC. UNIT OF UNITS ROADS ARTERIALS
CO -
WIDE 0 dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS
LECTORS
NORTH0 dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -
WIDE 0 dwl unit 54.00 1 54.00 SCHOOLS CO -
WIDE 0 d w l unit 1 , 384.00 1 1,304.0o AMOUNT DUE $
2,205.00 SrATr::aYn:::
rar ', RI:::(::I:
IVE::D BY: J SIGNATURE PLEASE PRINT
NAME) DATE 0
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 EMOTE,** 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 FIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL_
THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR FD1. CAT:
I OMAL (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 T'HI::: COUNTY LAND
DEVELOPMENT C:ODE::. COPIES OF THE RULES GOVERNING APPEALS MAY BE
PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE:: 1.:1.
01. EAST FIRST STREET, SANFORD;, FLORIDA 32771; (407) 665•-•7474. PAYMENT SHOULD
BE MADE_ TO: CITY OF SANFORD BUILDING DEPARTMENT
300 NORTH
PARK AVENUE::: SANF ORD .
F'L.. 3277:1. PAYMENT SHOULD
BE BY (::HECK OR MONEY ORDER, AND SHOULD REFIr.RENCEi: T'I••
IE STATEMENT NUMBER ANI> CITY BUIL..DING PERMIT NUMBER AT THE TOP I...EF'
T f:)1= •T•I..IE NOTICE. T'I••
I:fS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE: OF A*** SI:NGLE
FAMILY BUILDING PERMIT******************** fv 9
e
CITY OF SANFORD PERMIT APPLICATION
Permit #:— () , _ _ _ /
i . _ _-f , 1jj ate: 0
Job Address:
Description of Work. C
Historic District:
T CONCRETE BLOCK SINGOFAMILY DWELLING
Zoning: Value of Work:
Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool _
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole_
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential t/Commercial Industrial Total Square Footage: a.216
Construction Type: # of Stories: --t # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X)
Parcel#: 22-19-30-502-0000— d V O (Attach Proof of Ownership& Legal Description)
Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE., STE , #2000 s ALTAMONTE SPGS . , FL 32714
Phone: 407-661-2176
Contractor Name&Address: PATRICK J. KNIGHT/CENTEX HOMES (SAME AS ABOVE)
State License Number: CG C049689
Phone & Fax: 4U / — bb l — Z l / b/ b01—
Bonding Company: NA
Address:
Mortgage Lender: NA
407-467-2643
Address:
Architect/Engineer: HURRICANE ENGINEERING Phone: 407-774-9003
Address: P _ 0 _ BOX 161613, ALTAMONTE SPBJUGS, FL 32716 Fax: 407-774-8477
Application is hereby made to obtain a permit to do -the work ani
issuance ofa permit and that all work will be performed to meet
permit must be secured for ELECTRICAL WOR PLUMBIN(
AIR CONDITIONERS, etc.
that no work or installation has commenced prior to the
uructjon in this jurisdiction. I understand that a separate
ACES, BOILERS, HEATERS, TANKS, and
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 verificati=will y the owner of the property of the requirementsofFI rida Lien Law, FS 713.
JUL 1, 9 2004
Signature of Owner Agent Date Signature o Co tractor/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID
APPLICATION APPROVED BY
Special Conditions:
BldgJ /r1Z_ O ` Zoning:
Initial & Date)
113-1g5 o d
PAT I %GHT
JUL y1 pp
Print n ctor/ gent's Name JU9 2004 Signature
of Notary -State of Florida Date Contractor/
Agent is X XPersonally Known to Me or Produced
ID Utilities:
FD: Initial &
Date) (Initial & Date) (Initial & Date) KIMBERLY
A. BROWN A , '
Comm# DD02"442 o =
Expires 3/M0011 z'
jv_ Bonded thru (BW)432-4254
City of Sanford Building Division
Submittal Requirements for Residential Building Permit
O 1. Two (2) receut bo ndary and building location surveys showing setbacks from all
structures to property lines for permit for structures (not fences).
O 2. Two (2) complete sets of construction design drawings drawn to scale. J
Complete sets to include:
a. foundation plan indicating looter 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 front walls. "'I'I c State of. Florida requires bathroom
compliance with Florida Accessibility Code.
C. An elevation of all exterior walls - cast, west, north, and south. Finish Floor elevation
height as per Engineering Department or subdivision plat.
d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing
interior and exterior walls, slaw 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 tniss plan with details of bracing, engineered beans 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.
It. Square footage table showing; foolafes: .
Garages/Carports 241 sq. ft.
2. Porcl es/Entries sq. 11.
3. Patio(s) ____ ` sq. ft.
4. Conditioned Sinicture f _ sq II.
Total Gross Area d2_ sq. li
0 3. Three (3) sets of eompl6ted Florida Energy Code Forms.
O 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if
structure is to be built on fill, it report may be requested by the Building Official or his
represculativc.
O 5. Other submittal documents:
a. Utility letter or approval when public water supply and/or sewer system connection to
be madc.
b. Septic tank permit issued by Seminole County I lealth 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.
O 6. Application to be completed thoroughly and signatures provided by a licensed and insured
contractor and property owner. If electrical, mecl anical, or plumbing permits have not been
issued. inspections will not be scl eduled or made and subcontractors will be subject to penalty
under city ordinances.
Date JUL 11 9 2004 (honer/A ge t Si gnatu (
Seminole County Property Appraiser Get Information by Parcel Number Page I of 1
PARCEL DETAIL Back >
Y4
countsenhwakyouY
1101 F- First .S.
Saistord fl. 42771
407•607-5(K 2004
WORKING VALUE SUMMARY GENERALValue
Method: Market S3-SANFORD Parcel
Id: 0000- 0710 30-
502- Tax District: WATERFRONT 000- Number
of Buildings: 0 REDVDST
Depreciated Bldg Value: $0 Owner:
CENTEX Exemptions: Depreciated EXFT Value: $0 HOMES
Land
Value (Market): $26,000 Address:
385 DOUGLAS AVE STE 2000 Land
Value Ag: $0 City,
State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $26,000 Property
Address: 143 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $26,000 Subdivision
Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor:
00-VACANT RESIDENTIAL Taxable Value: $26,000 2003
VALUE SUMMARY SALES
2003 Tax Bill Amount: $285 Deed
Date Book Page Amount Vaclimp 2003 Taxable Value: $13,680 Find
Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
LAND
LEGAL DESCRIPTION PLAT Land
Assess Method Frontage Depth Land Units Unit Price Land Value LOT 71 PRESERVE AT LAKE MONROE PB 62 LOT
0 0 1.000 26,000.00 $26,000 PGS 12 - 15 NOTE:
Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes.
If
you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://
www.scpafl.org/pls/web/re web.seminole county_title?PARCEL=22193050200000... 7/15/2004
CENTEX HOMES
Orlando Division
385 Douglas Avenue, Suite 2000
Altamonte Springs. FL 32714
Office: (407) 661-2150
Fax: (407) 661-4089
www.centex-oriando.com
TO WHOM IT MAY CONCERN:
Effective immediately, and until further notice, this letter will
serve as authorization for Jackie Caines or Nan Holmes to sign
permit applications and energy calculations.for any lots owned by
Cented Homes, obtain permits for same and receive Certificates of
Occupancy, in my name and license, for the subdivision and lot
specified below:
SUBDIVISION: PRESERVE AT LAKE MONROE LOT
PATRICK J. KNIGHT
CGC049689
STATE OF FLORIDA COUNTY OF SEMINOLE
The forego ar strument was acknowledged before me this
1 :/ ZU04 by Patrick J . Knight, Division
President of Centex Homes - Orlando). He is personally known to
me and did not take an oath.
NOTARY PUBLIC
KIMBERLY A. FROWN
Comm# OD0299442SyrtpExpires3129/2008
Bonded thru (800 32 254;
orr°• Florida Notary Assn., tmin...w.w...row.n..u..nw..n..onnd
This Instrument Prepared By:
IIgIUIUpIUIIiUIlU1gU1NII111 111R1s1.N"M111a
MRYIINNE NORSE, CLERK OF CIRCUIT COURT
NAME: • Debra A. Riggs -Centex Homes
38S Douglas Avenue, Suite 2000
Altamonte Springs, FL 32714
Permit No.
NOTICE OF COMMENCEMENT
SEMINOLE
STATE OF FLORIDA
COUNTY OF ORANGE
8ENIMLE COIJM
BK 05393 PG 1201
CLERK'S # 2004125217
REMRDED 67/?2/M 1015610 FM
RECORDINS FEES 10-0
RECORDED BY S O'Kelley
THE UNE)ERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information is
provided in this Notice of Commencement.
1. Description of Property: LOT , PRESERVE AT LAKE
in Plat Book 62 Pages 12-15 in the
PUBLIC RECORDS OF SEMINOLE COUNTY,
2. General Description of Improvement: SINGLE FAMILY DWELLING
3. Owner Information: CENTEX HOMES
385 Douglas Avenue, Suite 2000
ALTAMONTE SPRINGS, FL 32714
Interest in Property: FEE SIMPLE INTEREST
Name of Fee Simple Titleholder: N/A
4. Contractor: CENTEX HOMES'
385 Douglas Avenue, Suite 2000
Altamonte Springs, Florida 32714
Phone: (407) 661-2150 Fax: (407) 6614089
5. Surety: N/A
Amount ofBond: N/A
6. Lender: N/A
MONROE Recorded
FLORIDA.
CERTIFIED COPY
YAARYANDiE MORSE
dt.ERK OF CIRCUIT COUM
FLOR UA
r
7. Persons within the State of Florida designated by Owner upon whom notices or other
documents may be served as provided by Section 713.12 (1) (a) 7.,
Florida Statutes: CONTROLLER
Phone: (407) 661-2150 Fax: (407) 6614089
8. In addition to himself, Owner designates the following person to receive a copy of
the Lienor's Notice as provided iri Section 713.13 (1) (b), Florida Statutes: NONE
9. Expiration date of Notice of Commencement (the expiration is date is 1 year from
the date of recording unless a different date is specified)
Debra A. Ri s
OFFICE MANAGER FOR CBNTBX HOMBS.71! DOUGLAS AVENUE
SUITB IWO. ALTAMONTE SPRINGS, FLORIDA 32714
THE FOREGOINO INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS
JUL 15 2004
BY DEBRA A . RIGGS., OFFICE MANAGER
CBNTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION WWI
3721 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. WOGS IS
FBRSONALI.YKNOWN TO ME AND DID NOT TAKE AN OATH.
FA1,
1_1
I
N
NOTARY PUBLIC
mn............................•..•.....•q
JACKIE CAINES
COMM411 OD02520M
r Exp.7rt7R0w
Bonded MN (EOO)432+1254'-
Florida NoWryr uAnn. Incio.nB
PLOT PLAN
DESCRIPTION: (AS FURNISHED)
LOT 71, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT -BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
IMPERVIOUS CALCULATIONS (LOT ONLY)
LOT 71 CONTAINS 6250 SQUARE FEET t LOT ONLY)
THIS STRUCTURE CONTAINS 2120 SOUARE FEET t
TOTAL CONCRETE 491 (WITHIN LOT ONLY) SO. FT, t
TOTAL SOD 3639 SO. FT. t
PERCENT OF CONCRETE k STRUCTURE TO LOT 42% t
CMIADi fMTArr /IID Wl r1ID01
LOT 71 UP TO CURB CONTAINS 6800 SOUARE FEET t
THIS STRUCTURE CONTAINS 2120 SOUARE FEET t
CONCRETE 824 SO. FT. t INCLUDING (SIDEWALK/APRON)
TOTAL SOD 3856 SO. FT. t
CSX RAILROAD R/W
OLD MAIN LINE TRACK
UNPLATTED PER THIS PLAT)
50.OQ' N 4' 11 "W
I /JIj
LOT 71
DRAINAGE TYPE A III
1
1 1
1
111111
40
40.OD'
N
W A PROPOSED I T,
1692-8 z Z
UT L ,9i FINISHED FLOOR o q j
ELEVATION-14.00 vbi / N
LA Ln
LOT 72 ct to o
6 COVEREDIRNTRY
prri
4N7
0'
1
ry
S DFr /I/ C
S,gAfF D
O D 10' UTILITY
EASEMENT
LOT 70
T "
50.00'
oN Vyy
I _
PT 4 p j 1O111
554'23'11'E 610.33' CENTERLINE 0
RICHT-OF-WAY
BRISTOL FOREST TRAIL
BUILDING SETBACKS 50' RIGHT-OF-WAY
FRONT: 25'
REAR: 20'
SIDE: 5'
CORNER: 15'
PREPARED FOR:
CENTEX HOMES
1. ELEVATIONS SHOWN ARE PER LOT GRADING
PLANS PROVIDED BY THE CLIENT.
THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES
ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF
THE PROPOSED HOUSE REFER TO HOUSE PLAN AND OPTION
LIST FOR CONSTRUCTION.
ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA
FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES
ONLY. THIS IS NOT A SURVEY
THIS IS A PLOT PLAN ONLY
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL
NO 120294 0035 E DATED 4/17/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X,
AREA OUTSIDE 100 YEAR FLOOD PLAIN.
THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION. PLEASE CONTACT THE LOCAL
F E M A. AGFNT FOR VFRIFICATION
BEARINGS SHOWN HEREON ARE BASED ON
THE NORTHWESTERLY LINE OF LOT 71
BEING N35'36'49•'E PER PLAT.
FIELD DATE:) REVISED:
SCALE: I' = 30 FEET
APPROVED BY: SJ
JOB NO. ASM39685
DRAWN BY: PLOT PLAN 7/15/04 SOO
LEGEND
I' - 30'
GRAPHIC SCALE
0 15 30
BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH
POO POINT ON BOUNDARY
CENTERLINE PCC POINT OF COMPOUND CURVATURE
RIGHT OF WAY LINE POC POINT ON CURVE
X PROPOSED ELEVATION OR OFFICIAL RECORD
PD PLANNED DEVELOPMENT
PROPOSED DRAINAGE FLOW G DENOTES DELTA ANGLE
L DENOTES ARC LENGTH
CONCRETE C 8. DENOTES CHORD BEARING
LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE
LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION
PRM PERMANENT REFERENCE MONUMENT PRC
PT
DENOTES POINT OF REVERSE CURVATURE
DENOTES POINT OF TANGENCY
PCP PERMANENT CONTROL POINT TYP TYPICAL
P) PER PLAT A/C AIR CONDITIONER
M) MEASURED CBW CONCRETE BLOCK WALL
FND FOUND RP RADIUS POINT
C/W CONCRETE WALK CS CONCRETE SLABS/W SIDEWALK C CHORD LENGTHCP
PB
CONCRETE PAD
PLAT BOOK SO FT SOUARE FEET
R RADIUS NC NATURAL GRADE
PCS PAGES R/W RIGHT-OF-WAY
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LBA6393
1030 N. ORLANDO AVENUE, SUITE B
WINTER PARK, FLORIDA
32789 (407) 426-7979
1. THE SURVEYOR HAS ,NOT ABSTRACTED THE
LAND SHOWN HEREON VOR,EASWENTS, RIGHT
OF WAY, REETRICT10115 I OF.;, RECORD WHICH
MAY AFFECT+'THE TITLE OR USE OF Tt;F LAND
2. NO UNDERC?OUNO IMPROVEMENTS HAVL•BEEN
LOCATED EXCEPT AS SHO%Y,:.
3. NOT VALID 4.1THDJT DIE SIGNATURE AND THE ORICINAL
RAISED SEAL. j)F A=iLORIDA LICENSED SURVEYOR
AND MA-PE.B. .,
J
FOR
THE
FIRM
GALEN K. BELL PSM 1#4124 DATE
FORM'600A-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 16 LMR 0 Builder: CENTEX HOMES
Address: M5 BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD
City, State: LAKE MONROE, FL Permit Number:
Owner: CENTEX HOMES Jurisdiction Number: 691500
Climate Zone: Central
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit Cap: 30.0 kBtu/ty _
3. Number of units, if multi -family I _ SEER: 12.00 _
4. Number of Bedrooms 3 _ b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area (ft') 1692 ft' c. N/A
7. Glass area & type
a. Clear - single pane 152.0 ft' _ 13. Heating systems
b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 30.0 kBtu/Iv _
c. Tint/other SHGC - single pane 0.0 fi' _ HSPF: 7.80 _
d. Tint/other SHGC - double pane 0.0 Q' b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 172.0(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons _
a. Concrete, Int lnsul, Exterior R=4.1, 956 0 ft' _ EF: 0.86 _
b. Frame, Wood, Adjacent R=11.0, 230.0 11' _ b. N/A
c. N/A
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=19.0, 1709.0 01 _ 15. HVAC credits PT, _
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 (k _ MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
Glass/Floor Area: 0.09 Total as -built points: 22329 PASSTotalbasepoints: 24359
I hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code.
PREPARED BY: qlj,
DATE: 9 2004
1 hereby certify that this building, as designed, is in
compliance with the Florida Energy Code.
OWNER/AGENT:
DATE: JUL 19 2004
Review of the plans and TRE srspecificationscoveredbythis oF = ATFo
calculation indicates compliance y , -ems +
with the Florida Energy Code. •:
Before construction is completed
this building will be inspected for
compliance with Section 553.908 ll,
Florida Statutes. PLAN
C00 wE
BUILDING OFFIC s REV
DATE:
EnergyGauge® (Version: FLRCSB v3.2)
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A -. Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
18 1692.0 25.78 7851.6 Single, Clear W 1.4 6.0 32.0 53.47 0.93 1589.8
Single, Clear S 1.4 6.0 32.0 44.66 0.89 1268.3
Single, Clear E 1.4 8.0 40.0 59.31 0.97 2298.3
Single, Clear E 1.4 6.0 32.0 59.31 0.93 1765.0
Single, Clear N 1.4 6.0 16.0 27.96 0.95 424.4
As -Built Total: 152.0 7345.8
WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Adjacent 230.0 0.70 161.0 Concrete, Int Insul, Exterior 4.1 956.0 1.18 1128.1
Exterior 956.0 1.90 1816A Frame, Wood, Adjacent 11.0 230.0 0.70 161.0
Base Total: 1186.0 1977.4 As -Built Total: 1186.0 1289.1
DOOR TYPES Area X BSPM Points Type Area X SPM = Points
Adjacent 18.0 1.60 28.8 Exterior Wood 20.0 7.20 144.0
Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2
Base Total: 38.0 124.8 As -Built Total: 38.0 187.2
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1709.0 2.13 3640.2 Under Attic 19.0 1709.0 2.82 X 1.00 4819.4
Base Total: 1709.0 3640.2 As -Built Total: 1709.0 4819.4
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Slab 172.0(p) -31.8 5469.6 Slab -On -Grade Edge Insulation 0.0 172.0(p -31.90 5486.8
Raised 0.0 0.00 0.0
Base Total: 5469.6 As -Built Total: 172.0 5486.8
INFILTRATION Area X BSPM Points 1 Area X SPM = Points
1692.0 14.31 24212.5 1692.0 14.31 24212.5
EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2
FORM'600A-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , . PERMIT #:
BASE AS -BUILT
Summer Base Points: 32336.8 Summer As -Built Points: 32367.2
Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
32367.2 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 10922.7
32336.8 0.4266 13794.9 32367.2 1.00 1.250 0.284 0.950 10922.7
EnergyGauge^' DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2
FORM ,600A-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point
18 1692.0 5.86 1784.7 Single, Clear W 1.4 6.0 32.0 10.74 1.01 346.7
Single, Clear S 1.4 6.0 32.0 7.73 1.04 257.1
Single, Clear E 1.4 8.0 40.0 9.96 1.01 402.0
Single, Clear E 1.4 6.0 32.0 9.96 1.02 323.8
Single, Clear N 1.4 6.0 16.0 12.32 1.00 196.5
As -Built Total: 152.0 1526.2
WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Adjacent 230.0 1.80 414.0 Concrete, Int Insul, Exterior 4.1 956.0 3.31 3159.6
Exterior 956.0 2.00 1912.0 Frame, Wood, Adjacent 11.0 230.0 1.80 414.0
Base Total: 1186.0 2326.0 As -Built Total: 1186.0 3573.6
DOOR TYPES Area X BWPM Points Type Area X WPM = Points
Adjacent 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0
Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2
Base Total: 38.0 174.0 As -Built Total: 38.0 258.2
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 1709.0 0.64 1093.8 Under Atlic 19.0 1709.0 0.87 X 1.00 1486.8
Base Total: 1709.0 1093.8 As -Built Total: 1709.0 1486.8
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Slab 172.0(p) 1.9 326.8 Slab -On -Grade Edge Insulation 0.0 172.0(p 2.50 430.0
Raised 0.0 0.00 0.0
Base Total: 326.8 As -Built Total: 172.0 430.0
INFILTRATION Area X BWPM Points Area X WPM = Points
1692.0 0.28 473.8 1692.0 -0.28 473.8
EnergyGauge® DCA Forth 60OA-2001 EnergyGaugeOlFlaRES'2001 FLRCSB 0.2
FORM•60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
Winter Base Points: 4577.9 Winter As -Built Points: 6801.0
Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
6801.0 1.000 1.078 x 1.160 x 1.00) 0.438 0.950 3535.2
4577.9 0.6274 2872.2 6801.0 1.00 1.250 0.438 0.950 3535.2
EnergyGaugeT" DCA Form 60OA-2001 EneigyGaugeSIFlaRES2001 FLRCSB v3.2
FORM' 600A-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: ... PERMIT #:
BASE 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
3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9
As -Built Total: 7870.9
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
13795 2872 7692 24359 1 10923 3535 7871 22329
PASS EnergyGaugeT"
DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM •600A-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1 ABC.1.1 Maximum:.3 cfm1sq.ft. window area; .5 drn/sq.ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is seated at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed: or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration regls 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 by all residences.
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit
breaker electric or cutoff as must be provided. External or built-in heat trap required.
Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficiency of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Duds in unconditioned attics: R-6 min. insulation.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGauge"' DCA Form 60OA-2001 EnergyGauge®/FlaRES"2001 FLRCSB v3.2
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 85.1
The higher the score, the more efficient the home.
I . New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit
3. Number of wets, if multi -fancily 1 _
4. Number of Bedrooms 3 _ b. N/A
5. Is this a worst case? Yes _
6. Conditioned floor area (n') 1692 ft' c. N/A
7. Glass area & type
a. Clear - single pane 152.0 n' _ 13. Heating systems
b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump
c. Tintlother SHGC - single pane 0.0 re _
d. Tintlother SHGC - double pane 0.0 ft' b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 172.0(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance
a. Concrete, Int Insul, Exterior R=4.1, 956.0 ft- _
b. Frame, Wood, Adjacent R=11.0, 230.0 fi' _ b. N/A
c. N/A
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=19.0, 1709.0 ft= _ 15. HVAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 0 _ RB-Attic radiant barrier,
b. N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:, & Date: JUL 19 2004
Address of New Home: BRISTOL FOREST TR. City/FLZip: LAKE MONROE/32747
Cap: 30.0 kBtu/hr _
SEER:12.00 _
Cap: 30.0 kBtu/hr _
HSPF:7.80 _
Cap: 50.0 gallons _
EF: 0.86 _
PT, _
t.
T=S
SAD
NOTE. The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating. !fyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTudesignation),
your home may qualfyfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for
information and a list ofcertified Raters. For information about Florida's Energy Effu:iency Code For Building Construction,
contact the Department ofCommunity Affairs at 8501487-1824.
EnergyGauge® (Version: FLRCSB v3.2)
LiILil i 1'7 • iL' I rili'
RIGHT -I LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job:1692 09-05-02
109 001011 RCE STREET, LACE M WY, FL =7e&62o6 Vnwe: (4M 931.2M
For. CENTER HOMES
Notes:
Design Information
Weather. Orlando AP, FL, US
Winter Design Conditions
Outside db 38 OF
Inside db 70 OF
Design TD 32 OF
Heating Summary
Building heat loss 27518 Btuh
Ventilation air 0 Cfm
Ventilation air loss 0 Btuh
Design heat load 27518 Btuh
Infiltration
Method Simplified
Construction quality Average
Fireplaces 0
Heating Cooling
Area (n 1692 l692
Volume (I'm 13536 13536
Air changeslhour 0.80 0.40
Equiv. AVF (drn) 180 90
Heating Equipment Summary
Make TRANE
Trade
Efficiency
Heating input
Heating output
Nesting temp rise
Actual heating fan
Heatir>!q air flow factor
Space thermostat
7.6 HSPF
0 Btuh @ 47-F
0 OF
1000 cfrn
0.036 dm/Btuh
Summer Design Conditions
Outside db 93 OF
Inside db 75 OF
Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 43 grAb
Sensible Cooling Equipment Load Sizing
Structure 19515 Btuh
Ventilation 990 Btuh
Design temperature swing 3.0 OF
Use mfg. data n
Rate/swing multiplier 0.98
Total lens_ equip. load 20095 Btuh
Latent Cooling Equipment Load Sizing
Internal gains 920 Btuh
Ventilation 1474 Btuh
Infiltration 2661 Btuh
Total latent equip, load 5056 Btuh
Total equipment load 26151 Btuh
Req. total capacity at 0.70% SHR 2.4 ton
Cooling Equipment Summary
Make TRANE
Trade
Efficiency 12.1 EER
Sensible cooling 20440 Btuh
Latent cooling 8760 Btuh
Total cooling 29200 Btuh
Actual cooling fan 1000 cfm
Cooling air flow factor 0.051 dnfth
Load sensible heat ratio 80 %
eo "'* ran+es /q nepeen "nu oy orer... .
Printout certified by ACCA to meet all requirer weft of Manual J 7th Ed.
vw iohxsc>ft Restee w'1 SSA6 RSR26013
00hatCerOM 2aarZ OZIG02rer
2004M1a-6 06:1023
Pw1
03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 D009
RIGHT -I CALCULATION PROCEDURES A, B, C, D
Entire House
DEL AIR HEATINGAIR CONDITIONING,R Job:1692 osas-oz
1m CommERCE STREET. LAKE UWY, R =454 6 Pima: (407) 831 S
1. Winter infiltration AVF
0.80 ach x 13536 ft9 x 0.0167 = 180 d n
2. Winter infiltration load
1.1 x 180 c im x 32 OF Winter TD = 6353 Btuh
3. Winter infiltration HTM
6353 Btuh / 190 ftx Total window = 33.4 Btuh/fiz
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.40 ach x 13536 W x 0.0167 = 90 cfm
2. Summer infiltration load
1.1 x90 ctm x 18 °F SummerTD = 1787 Btuh
3. Summer infiltration HTM
1787 Btuh / 190 W Total window = 9.4 Btuh/fF
and door area
Procedure C - Latent Infiltration Gain
0.68 x43 grAb moistdiff. x 90 cfm = 2661 Btuh
Procedure u - equipment Sizing 1-0010s
1. Sensible sizing load
Sensible ventilation load
1.1 x 50 ctim vent. x 18 OF Summer TO = 990 Btuh
Sensible load for structure (Line 19) + 19515 Btuh
Sum of ventilation and structure loads = 20505 Btuh
Rating and temperature swing multiplier x 0.98
Equipment sizing load - sensible = 20095 Btuh
2. Latent sizing load
Latent ventilation load
0.68 x 50 dtn vent x 43 gr/lb moistdi f. = 1474 Btuh
Internal loads = 230 Btuh x 4 people + 920 Btuh
Infiltration load from Procedure C + 2661 Stuh
Equipment stung load - latent = 5056 Stuh
Construction Quality is: a No, of Fireplaces is: 0
89"Wic varuG ave been m.nu oy ww rd .
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrnghtsc> t Fro&-% ee Raiaear W sAm RSR26013 200114 Q5 ae:loas
ACM L*-des'8;wW 7A3a wa1ewiv Pape 1
03/26/20M 10:21 DEL AIR 4 4076614089 NO.347 9010
RIGHT -I WORKSHEETioEntireHouse
DEL AIR HEATING,AIR CONDITIONING,R
109 COMMHtCE STREET. LAM MARY. FL 3274641208 Phdra (+04 a31 BFi
Job:1692 09.05-02
J: 711 Ed.
1RoomName of room Enove Home FOY BR3 GREAT RMTMANUAL2LRrgOrOfe>09edwan 172.0 R 220 R 35.0 R 20.0 R
3 cimnsiorrs 7.0 x 11.0 R 13.0 x 16.0 it 17.0 x 20.0 R
4 Ce&W Condlt.Option 8.0 R heallbod d 8.0 Ill h&WCod 8.0 R heat/ood 0.0 111 heat/cool
TYPE OF HTM Area lead (Btuh) Area Load (Btuh) Area Load MM) Area Load Mwh)
EXPOSURE NO. HtgI Mg OF) my Clg On Nlg 1 09 m Ntg Oil On f I Clg
S Gmw a 148 4.6 2.1 1128 56 280 180
Exposed b 12C 2.9 1.9 0 0 0
walls and c 13C 3.2 12 248 120 0 0
parttiorrs d 0.0 0.0 0 0 0 0
e o.o o.o o 0 o o
r 0.0 0.0 o 0 0 o
6 Windrow and a 1C 37.0 112 4140 0 0 32 1103 32 1183
Owe doors b 8C 37.0 40 1479 0 0 0 0 0 0
Neabnp c 9C 38.7 O O- 0 0 0 0- 0 0
d /C 37.0 0 0 0 0- 0 0- 0 0
e 7L 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 20.4 51 1040 0 0 1 21 32 653
glen doors NFJNW 0.0 0- 0 0- 0 0 0 0- 0
Cooko EM S4A 101 5494 0 0 31 1604 0 0
SE(SW 0.0 0- 0 0 0 0 0 0- 0
South 0.0 0 o o 0 0 0 0 0
Norz 0.0 0 0 0 0 0 0 0 0
8 Otherdoom a 100 14.7 9,9 20 204 199 20 204 199 0 0 0 0 0 0 b
10D 14.7 9.9 18 2650 179 18 265 179 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 2.1 950 4405 1969 38 188 74 248 1143 511 128 590 254 exposed
b 12C 2,9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls
Ord c 13C 3.2 1.2 230 725 269 102 321 119 0 0 0 0 0 0 partitions
d 0.0 0.00 0 O 0 0 0 0 0 0 0 0 0 9
0.0 0.00 O 0 0 O 0 0 0 0 0 0 0 r
0.0 0.00 0 0 0 0 0 0 0 0 0 0 0 10
Ceilings a 150 117 22 1709 29% 3394 77 131 171 208 353 463 340 S77 757 b
0.0 0.00 0 0 0 O 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
o.o o.o 0 0 0 0 0 0 0 0 0 0 0 0 e
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 o f
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11
Floors a 2ZA 25.9 0.0 172 4458 0 22 570 0 35 907 0 20 518 0 Note:
room b 199 1.1 0.9 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 w(
Qd co 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for
slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 doors)
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12
Irditra w a I 33A 9,4 90 6353 1787 381 1271 357 32 1070 3011 32 10701 301 13
SubWlb$v4+6_+11+12 25017 3018 4655 3938 Less
exlemal hmOng 0 0 0 0 Less
Vansrer 0 0 0 0 Heating
redistribution 0 0 0 0 14
Duct loss 10 2502 IOOA 302 101 466 In 304 1S
Total loss =WU 27S78 3320 51211 4331 18
b-& pains: People ® 300 4 1200 0 0 0 0 3 900 1200
2 1900 0 0 0 0 0 0 17
Subtot RSH griin8_®2.16 17741 1100 2980 2874 Low
eximral muting 0 0 0 0 Less
b;md er 0 0 0 0 Coourg
rediVAution o 0 0 0 18
Duct pour 10 1774 10 110 10 298 10 257 19
Total RSH gaor=(17+18)'PLF 1.00 19515 1.00 1210 1.00 3215 1.00 b 3162 20
Air required (cfm) 1000 1000 121 62 186 168 1S7 162 Printout
certified by ACCA LD meet all requifemw is of Manual J 7th Ed. wng17L•
sc R IOgTA,'0111e ResideW 55 FAFGW13 2003-144w2609 J4155/
E1 WWV5areerr2GWI6 11892 sr
NO.347 Pell
RIGHT! WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R
tog COMMERCE STREET LAKE MARY R 3V4"= PWw: (407) 831-2885
Job:1692 09-05-02
MWUAL J: M Ed.
VViCAMY MOR we
2 Marne oat axposce vraU
roomKIT
31.0 R 6.0 R 22.0 R 6.0 R
3 Room dimensions 17.0 x 14.0 R 6.0 x 11.0 R 16.0 x 1&0 R 18.0 x 5.0 R
4 Ca6nps CwK0L Option 9.0 R haaVC0o1 a R haaVwd 8.0 ft Ueall000l 5.0 ft heaHmol
TYPE OF ICSHTM Ama lAad (whib) Area I load W) Ama Load (60oh) Area LAad (WXh)
EXPOSURE No. 11tp Clg ft) lid cip Q* ft1. t4 M it9 Cig ft') Ntg
5 Gross a 146 46 2.1 248 46 178 40
b 12C 29 1.9 0 0 0 0
1Ya erld o 13C 3.2 12 0 0 0 0
Partitions d 0.0 0.0 0 0 0 0
0e0.0 0.0 0 0 0
f 0.0 0.0 0 0 0 0
B Windows and a 1C 37.0 0 0 0 0 32
0
1183
0
0
0
0
0glassdoorsb $C 37.0 40 1479 0 0
NPat;np c sc 98.7 0 0 0 0 0
0
0
0
0
0
0
0d7C37.0 0 0 0 0
Oe7L20.8 0 0 0 0 0 0 0
t 0.0 0 0 0 0 0 0 0 0
7 Windows and Npih 20.4 1 19 0 0
0
1
0
21
0
0
0
0
0glassdoorsNElHW0.0 0 0 0
0cooingENV54A392126003115540
0 0SEfSW0.0 0 0 0 0 0 0
SwJh 0.0 0 0 0 0 0 0 0 0
0Ham0.0 0 0 0 0 0 0 0
8 OCnrdoors a JOD 14.7 9.0 0 0 0 0 D C 0 0 0 0 0 0
b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
9 Net a 148 4.6 2.1 208 958 428 44 221 99 144 904 297 40 184 82
exPosCd b 12C 2.9 1.9 0 0 0 0 0 0 0 9 O 0 0 0
III wailsand c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0
parOdons d 0.0 0.0 0 0 O 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0l 0 01 0
0
0
0f0.0 0.0 0 0 0 0 0 0 0 0 0 0
10 Ceifings a 16D 1.7 22 235 404 530 88 112 147 288 468 641 90 153 200
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 9 O 0
0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 9 0 0 0 0 0 0 0 0 0 0 0
t 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
11 Flocs a 22A 25.9 0.0 31 504 0 6 155 0 22 70 0 5 130 0
Not: morn D 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0
G 0.0 0.0 0 0 0 0 0 0 0 0 0 0 O 0
is diiSpl d 0.0 0.00 0 0 0 0 0 0 0 0 0 O 0
for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 O D 0
ftoora) f 0.0 0.0 0 0 0 0 0 O 0 0 0 0 0 0
12 biWlt Z*m a 1 33.4 9A 40 13N 3T8 0 0 0 321 1W0 301 0 0 0
13 SWtatel lIa11t12 4981 489 3975 497
Less axlamal heaWV 0 0 0
0
0
0Lasstransfer00
w« 0NeAGIgr8ustibudw0p0
14 Duct lom IOVA 495 100A 49 10 397 10 47
15 Total loss =13-14 5480 538 4372 513
1e Int. gains; People ® 300 0 0 0 0 1 300 0 0
012007p8_®2N0
1 1200 1 600 0 0 0
28317SubtatRSHgainW32
0Less1! - of Cooling 0 0 0
0 0Lessb,m ar 0 0
0 0Coatingredrsbrbution00
2818
19
Dud gain
T U RSM gak,07+16)TV
10
1.00
460
5147
10
1.00
85
930
10
1.00
324
35"
1
1.00 311
20 Air mgWmd (dm) tt e 2b4 ZD 169 103 1 19 to
Printout aeaiW by ACCA to meet all requirements of Manual J 7th Ed.
wrN4a" sw=fl`1G idgwl %ft RelldmW'0 &S.08 RSRM3 2003"w- 80 lQ=
E1FUesCoerftX20021189211892rx Paget
03/26/20M 10:21 DEL AIR 4 4076614089 NO.347 P012
RIGHT -I WORKSHEET
Entire House6DELAIRHEATING,AIR CONDITIONING,R
709 cOeb4ERCE STREET, LAM nMRY. FL 327464 = Phom (4071831.2665
Job 1692 0"S-W
ro, Ed.
1 Name of morn YBTH BR2 BTHi4MANUAL2LengthCoexposadwan0.0 ft 31.0 ft 0.0 ft
3 R.00mdim aions 6.0 x 14.0 R Ito x 1S.0 R 8.o x 0.0 R
Cenw Condt Option 8.0 R haatcod 8.0 KI huvcow to R heavcOd
TYPE OF CST HTM Area Load Pluh) Arta Load (Bb+h) Alta Load (B1uh) Area
EXPOSURE NO. Hlg I C19 M w I CID W) Hlg C1g n') Mtg Clg ft Cl9
5 Grow s 145 4.6 2.1 0 120 0
pied b 12C 28 1.9 0 0 0
wells aM c 13C 3.2 1.2 0 128 0
partitions d 0.0 0.0 0 0 0
t 0.0 0.0 0 0 0
1 0.0 0.0 0 0 0
8 VYWdwn and a 1C 37.0 0 0 16 Sol 0 0
glass doors b eC 37.0 0 0 0 0 0 0
Healingc 9C 98.7 0 0 0 0 0 0
d 1C 37.0 0 0 0 0 0 0
0 7L 20.0 0 0 0 0 0 0
f 0.0 0 0 0 0 0 0
7 VAndaws and NoM 20.4 0 0 16 320 0 0
glass doors NEW 0.0 0 0 0 0 0 0
Coofmp EAN 54.4 0 0 0 0 0 0
SEISW 0.0 0 0 0 0 0 0
South 0.0 0 0 0 0 0 o
Hum 0.0 0 0 0 0 0 0
8 OC erdom a 10D 14.7 9.9 0 0 0 0 O 0 0 0 0
b 100 14.7 9.9 0 0 0 0 O 0 0 0 0
c 0.0 0.0 0 O 0 0 0 0 0 0 0
9 Neta 146 4.6 2.1 O 0 0 104 479 214 0 0 0 axpo6td
b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 nd
vansaC 13C 3.2 12 0 0 0 128 403 150 0 0 0 par06ons
d 0.0 0.0 0 0 0 0 0 0 O 0 0 e
00 o.o 0 0 0 0 0 0 0 0 0 f
0.0 0.0 0 0 0 0 0 0 0 0 0 10
Ceirnp a 18O 13 2.2 84 142 137 270 458 601 48 M 107 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 d
0.0 0.0 0 0 0 0 0 0 0 0 0 e
o.0 0.00 0 0 0 0 0 0 0 0 f
0.0 0.0 0 0 0 0 0 0 0 0 0 11
Rom a 22A 25.9 0.0 0 0 0 31 804 0 0 0 0 Nola
man b Mm 0.0 0 0 0 0 0 0 0 0 0 ge
mmr C 0.9 0.0 O 0 0 0 0 0 0 0 0 1s
dispL d 0.0 0.0 0 0 0 0 0 0 0 0 0 tor'
dab a 0.0 0.0 0 0 0 0 0 0 0 0 0 1100rs)
f 0.00.0 0 0 0 0 0 0 0 0 0 12
tntilwwon a 1 33.41 9.4 01 0 18 6351 150 01 0 0 13
Subtotal 142 3270 81 Less
e)lemal heating 0 0 0 LMUNOW
Mewing
reftir bubon 0 0 0 14
Duct bs6 14 0 327 10 8 15
ToW Ion"" 13.14 0
157
1
3597
8o 19
Int goo People @ 300 0 0 0 0 0 0 ApPL
1200 0 0 0 0 0 0 17
Subtot RSN par 7.0_®2.18 197 1442 107 Lass
cows000ig 0 0 0 Loss
brander 0 0 0 coonrg
redistrbiEon 0 0 LL
18Dudgain1019101441019
Tom RSN pain=(17.18)'PLF 1.00 206 1.00 1568 1.00 Alr
n3grrired (dm) 6 11 131 81 Printout
certified by ACCA to meet all requirements of Manual J 7th Ed. W",
O"Vr. f RBMSwiOeP*Wd ft-5.5.0GF02a0132003-Na-260910 s AAMVF0mWoowikx20QZ169211892= 1
03/2620W 10:21 DEL. AIR 4 4076614089 NO.347 D013
RIGHT-1 WINDOW DATA
DEL AIR HEATING,AIR CONDITIONING,R Job:1692 09-OS-02
10B coMM M SMWr. UUM WARY, FL 3z74"M Mmm (407) 031-2M
W S D W G L S S O N A S O O W C W S
N K I A L O T H V G N H V V H H N H
D Y R L A W R A H L G C R R G T A A
W L Z E M D G Z L O X Y T M R R
FOY
BR3
a n e a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1.0
GREAT RM
a n n a c n 0 d 1 1 90 1.0 1.4 1.0 6.0 20.4 32.0 0.0
KIT
b n w a c n 0 d 1 1 90 1.0 1.4 1.0 7.0 54A 40.0 0.9
WIC/LDY
MBR
a n w a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1.0
WIC
MBTH
BR2
a n s a c n 0 d 1 1 90 1.0 1 A 1.0 5.0 30.4 16.0 16.0
BTH
r
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3rAke i! T Nnla+tA.R Ina ran Ir wet oaaL REVISIONS
Se.olfaa ./ IR IMIX R ' .ar1 [REV. NO. ZONE: WTE: ECN NO. APPVO: DESCRIPTION
r0 Ilr[1r1.1i .Orph[ (rIb10 m1lP)
1 62 11/00 OTY (I) WAS (2) FOR TR7Gc BOIT4LAUan
10 c. wuL Ta jf 11A*= 1a OW .bal ow Y1 Aw (III Wf)
71..1 vIM r Toam ro0i 0a irrR•
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LISTED
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mc. wt= .aa -
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wd
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IWL 000a •O1M . lr.a• • • 1 .., . 7W
waver nru lvlw r
L °i..+ n...e ig ouravew ..
core l• 1 a IT 1 11w. 'i • i0 ti ',
aopopl.l Vr TO 7'. • wW aa17yT y (f) a atW.a p.tl nl . RWT 111M1[ •IM W. r.P •004Ir1m. W 7rXM WI' M a01M011{Yw
OOOaa awl T'.091f01 Ca.la7T ar <Q fOC1101q V101 aaTatl a agoL MWao[ four wr 11faw(o) ro raplo[ claw wwlva rtor 44 wL n• 0oa wDo If (10 w7IIY.Cf. W71-K JWw K r0T T•rNTfl t0.0. Tra RLL9• PINS Ulla
70 dti IIIL arW, m6 00 7ru
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30 ow.v. 7rm wmL Ou O
wou SON +Pre^•' -r l f aKr m TIHIOI
O
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11.. 7•ul Cart vllw a.o wva la KJIOq IOI V10 7.. 11 tt-.o Ta71 yqp,
n a.wrNTwo. .oll rwN 1/1.• locorl KKv faM001.1/7•ODIIpgMo //1' L0. aoWa Mal
q, T'"$r'.rw°°0•a1 .rna un711u colt wl .aW) 7"'j Fe+j(e dOYTI//{1(0 a0M 7r l/ L.rM T.1a.Op r7 1..L CdE
c
I ,
la
VIC1110fD 7/M
40p V iRfL WK 17 4 4W. 71m TAP 0iLW IMOIT StL7 S Mt11011L 1. 0.G an WMr 40YMf0 V v. 7R" 1NCw I*jmco -0 1. /1 Mfi1 19 v
r..1 NKJIR. fr01 wM TMCQu4 M0019 WY K C M OIiNM 17 Ci. aqv. Km 1M01 M KIIII. I.7 • QWIWCaow. (Cur w7r IICW/f0) Ta rIWiOC • nw^
I1..7/a' 7r17Q 11 STU Nwlrll.q 7lrlr i Iwa fa 1wp 00 WT Tt1.Cx •Tr ro pew fWiOIR r+l . w f0l{M 01 OO MIIOC.
aW W JOmtl fGl7s nlw90l Cow • OIR 1H Va a0.T • wwT
Oa Tp 1/' OK 171tIL
S TYqi Cr0 T' Ou 7M00T. fTpy W WL IT= 11&L"
Coll1. 4 CKV. flfiL a" 7K7 wm% wcpowt 10. r.T.
I . l M10. wn...M. er ....•. w eww arewer e.e walMrAom rC1rM 1 /7Y:TI+yr
f CM
TS v ) ` Wo1 lwYi
wiM + N 1 647 ' SW yp
am
fo M 0..W. n rrrlllo too N OESION LOAD +2a.0 "1 4 -2aA PSF
tr1ra11 am ns KTa w d llic AVr0AN0 Tl•11CNYL ml7wr7wwLTaG•t111101a 30 ow cacmSIX1N[ IV7rarueYlT a IIi a TEST IOQS: a36.0 PSI Ia -37.0 PSIIAACd. 11.1101E 001K KVOfO /Or MC M r.N w eCCOrOMICi
u,6 . 21 aA s:1w V• 7 Dal Lm pLT .nM N•apr auf0.17 amu IVa 111T 10.Oa 1frt a• .1e1- w1w.+ •IsOLIN • 1.7•1 aTiiwll 71i._111-0 4•lWq and lW{ OIM1IpC7 11L7 ORrwMC w11O11 alO IK 0Y PART NO.: - A
1.//a' a• 1qlL Yi Ww a M17T Nia WrllC1L J ww,I yy MArwMI • T6% µq son" aoa a 1Ot ....
w.. ww.r 71.w oln.r.w pndmo0x SI02T, Tmc . a« µm TOLERANCES .. IDEAL VA..Ai.wa v -w -. .0 • *.-- r.I, I.QI3•]II.u10110WIKa01re TY M. I. I
Z Hem,...l7aTN11+1 m .n:"Ai..'"`.r.....aI.-o • :•01S DESCRIPTION: 7100E1 GRIST Wa )6-0 7 8-0: 74/-24•3 DESIGN LOAD
a,nv, mtL aonml a.cl.lr. a..ws r...s w.+.r •0000 - t•001 DRAWN 8Y: 8Yw OATEt a/IG/00 SCALE: NTS
TwOm wM W /1 W7. low maA 7GM •..rW w•w. R
i 7 ` O.Tn.. • s I/i' CNECKEO 8Y: Nww DATE: a/lG/00 SNEET l OF 1 SIZE L
WIK •t r. /'/• P u'WG4 • V.W. okm coww"
b 1 CONCOCTIONS AM N vw10. OWG. NO.: 102136 REV. NO. 1
I
a.
a
MOO TMeKrq-Tre In-S.ing Oeor Weed xlomee System
usmnnr rluraul_Ndwsul c17ra17r• Single up to s's x 6.0 ./•o Wa'Ws
Owble .0 to 6•e x 610 ./we sMeer
x• Ox. x0. Oxo. )a. 0=0
f,(y pEgglp p{ The Mad and side jambs an Wlgwioint pine
mswwing a min. 4-9/16' with a :/2' rob0eled step
e
T pr ANO1aR
1• t>Rfr,
IX
CON
YA50y , w LOA
rr
rr sub-aeaK
OES(GN PRESSURE RATING:
Single Positive.67.0 PSF Negative 67.0 PSF
Single with Sidelitss Positive 60.0 PSF Negative 60.0 PSF
Double w/wa S,delites Positive 47.0 PSF Negative e7.0 PTF
tNlf Is, 0.4 Ia• ORrle'ALL
1 x 2 fllUW
g le saNeT LWTfL
Is 9uOK w
yips T 67t
Ie• TAACaI/
S- CNN 2)
CONCRCTC u
YASONRr BLOCX r,up y yeEDro1xsve-eurx
Ix vim
J/16• TAPOON 1f 6 1 7 IIRRs1
t •^ : fIr OWML'.' • •
y ••
T19C ANCHOR
11 1 a 2 RIVING .•.'• G= TAPCON Of' EOUN.
r` . `r • , i c (7J5 ls. SNW RATING) J/u• M/OOM • •
21
i•,' /!<II wS :.`.;.;=I .
jam J•:;,,
cow'
a1`{j$f _ Li • J/la• TAPCM
Y 77iIIi M6 ' • . TYR AMCJk7R J• W11
t . iti ; •,
rust '
SHIM SPACXJ
M7thT.LL SIM A"
i ••; ' DOI SAW '+ - Is Ue-!LICK
i• '.. •; I.Is• Lox • ... S
r •, ,I pd •• fig; I. This system has been evaluated for use in hrcotions •AAaring to the Fbride BwMaLg Cods .: •'
1iR116LL SIX J" and .hen pressure requirements as detaminod by ,ASCS 7 Yitimum Design Loads for BuildingsasSWIF-AIGIN
I Ve•ssa ' ••' . oWL and Other Structures do not exceed thendesignpresxti ratings fisted herein.
2. For installations .hen the sub -buck is fees then 1-1/2' (FBC section 1707.4.4 Anchorage Methods
and sub -sections 1707.4.4.1 and 1707,64.2) Tapeon b'w concrete anchors must be used and the
length must be such that a minimum 1-1/e' engage neat of the Topcon into the masonry wall is obtained.
e13.6ee.Jfu1
CAIG 4/J/02
Stall: N.T.S.
WM_ : T-02201
9w 1 of }
JiMEL OEMNATIM Thermo-fru Out-S.Ing Dow Wood '"Mmes SYSIV"
Single Up (a 3'4 x 8'0 w1we sideflor
v':;jGM PRFSSURLr RATING:
Tingle
Single tea
Positive 67.0 PSF h!"ativo 67.0 Pir
posol'. 60.0 PSF Negative 60.0 PairOwbleupto0'4 x 4'0 w/.Q ~I- rich
oUblQ w/wo Siclefito3 Positive47.0 p5f Negative 47.0 PSFMEMO= x Oil. XO. OX0, )X. 0=0
ej7,VA OESCRIPTIfft, Th. hood and aide iambs are fd%-r)WM PhH,
measuring a min. 4-0/16' with a 1/2' roweled -5100. MASONRY Lw
19450AIRY LNM x 2 nRR1hC
i411' 1DRYWALLTAPICONANCHOR
is 74'
HEAD jwv
1 1, wit.
VVI
MAX23'
SM SPACE
POW W3
I
46X 18' D.C.
3116' TAPCON
TIOPE ANCHOR
ELCO TAPCON OR CO"
2M to SMEAR FAnmo)
I . j FvtRwG
r— r — Vr OAAFALL
64AL23' Slow SPACE
namw UPCOM /L2'234
A=
ED aWNEA%v494,' GUCK-
5/16- IAPCOM
I'M A04CHOR
Ix am<
23* MAY. —1 r LLL f.23, Idill. SNIP SPACE
7-F LIM
GTC! Svc Owe %-IM ewx ;AUB—p"
8 2 PRIONG
I x 2 FlRRWG QffiI. MIS system has been w-vivoted for we in. locc-tons adhering to Ift Florida 6.3ding Code
C—Sw ORTWOU and what* Pressure requirements am siolominoo by ASCE 7 minimum Owsign leads for Buildings
V v" and Other Structures do not @wceed the design pressure ratings listed h4roin.
VERTICAL SHOE JWO 2. For installations where the sub—bvch Is soss Uwjn 1-1/2' (FUC section 1707.4.4 Anchorage Uo(hodsTOIxSUB —BUCK
and sub—seclions 1707.4.4.1 and 1707.4.4.2) T4pc*n type coocrek anchors must be used and the
length must be such that a minimum 1-1/4' eAgagoment of the Topton into the masonry well is obtained.
3. When using a fit sub-bwck a 4-0/16' jamb is required to allot tar min• edge spacing to Topton type anchors
N,
4.01 -
f . . . . . . . V
4
Art
613.664.3631
Q%M, 4/3/02
SCALL. N.T.3
OVIO. VP V.LN
or
DI QQ Qd QpC ' Therma-Try In -Swing / OLt-Swing Door Wood Frames System
UMMUM'OVERAi NOMM SIZE Single up to 6.4 x B'0 :Iwo sldelites
j •' Double up to 0'4 x 810 s/wo sideGtss
Ma r CONFIGURATIONS' X. OX. X0, OXO• XIt, ClOtO .
The head and side jambs ore 1019460int pine
meosuring a min. 4-9/IV with a 1/2• robbeted stop.
k.
i
OOUBLC 2x u
r ,•, HEADER
t/it' oitrewtL slwlnro
eA'
r-t ., o I 4
WAM
SINGLE DDOR
2Jt STUO
2X dAClt STUD
y1 • 4_r- " T'.ik:.S.'li.b}•,. I/7• oRl'WLL
44;
9917.91ti4. ' r .1^.
p ` F#W ws
4
rs• taw
C->iet swAlleNo V
MIAMA Sloe
swrx Von"
Sor .Ives 1.
13- aft T DESIGN
PR ec iRE RATING: Single
Positive 67.0 PSF Negative 67.0 PS-FSingle
with Sidelites Positive 60.0 PSF Negative 60.0 PSF Doublt
w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF MillM
DOUBLE
DOOR F-
uw, l.- Trprl NG1
f OR DOUR F OOOR ty1TN SIDE7 RES 1=
This
system has: been evaluated for use in locations adhering to the Florida Building Code and
where pressure requirements as determined by ASCE Z Minimum Design Loads for Buildb;S and
Other Structures do not exceed the design pressure ratings listed herein. eu.
ee•.sesl CATL
4/7/03 stxt:
urs
THERMA oTRU®
FOMq,ASSl07SI OOTH STAR• INSVOM 6a 61140019AND Oot1BLE Wa
bt/r1717rMIUM INSUTATW FI MLAss 000R WI TH W" FRAMES
1. THIS PRODUCT IS DESIGNED To MEET THE SOUTH FLORIDA
BUILDING CODE 1994 EDITION FOR M&WI-OADE COUNTY.
2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE.
J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS
SHOWN ON DETAILS. ANCHOR EMBEDMENT TO 645E MATERI
SMALL BE BEYOND WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1.
5. THIS PRODUCT VAX MEET THE WATER REQUIREMENTS
FOR MIAMI-LADE COUNTY.
6. MIAMI-GAGE APPROVED IMPACT RESISTANT SHUTTERS
ARE REOUI FD FOR SIDIFIfTES ONLY.
7. SIOEUTES ARE AN OPTION AND CAN BE USED IN A
SINGLE OR DOUBLE CONFIGURATION.
Face sheets: Fiberglass avg. min. yield strength
mim)-6,000 psi
moothStor - 0.070' minimum skin thickness
Fber0assic 0.110' minimum skin thickness
Care deli m Polyurethons foam core.
withl.9 tbs. density by BASF. The ppaagqed skin is constricted from o 0.070' lhk.
snee oompoaM (SNC/. The interior cavity is rdkd with 1.9 lbs.
denellY BISf hone foam Tha pond face sheets are glued to the
ssod e 7ea 11ry JA kfch able a rs IV ai0+ o wood lock black
osv sg 2 bn9 of the strike and deaQboll tocatiaa The hugeatDebFirgerJointedPFeandIMWPandbottomMRamofawoodumPasitenaaterroLrnOwedoubNdoorapp4wtiwntheknow+ door is filled
wifA on adnded alumium astrogol (Hied AwMa 0) of W63-T6 4W
The fnsme is constructed ham 6 jointed p' a. The
rr Jan o the side iambs with (3) 16M Icrown r 2- kng
loples at each side. The mullions are roved together in a &*Its 4R*vIiw
wring IS r 2' lag Pied Wood Screws (6) soars per each mullion. The umis
un an in" Saddle threshold measurkq 175' s 1.548'.
The SWORN pwwb are swndwich glued 1 . g two pionam4kyelatedantheexteriorwiton18OakcdNdar
gag tope (St' -0 Tape 4 Celled with 9&-Wes TM Re fromes are heldwdao /8 r I /2 " Ploscrsw.
TABLE OF CONTENTS
DESCRIPTION
TYPICAL ATION!
VERTICAL CROSS SECTIONS
HORIZONTALSECIOHORZONTALE CROSS SECTIONS 8: N
G LO
ANCHORING LOCH
UNIT COMPONENTS
IL OF MATERIALS h UN17 COMPON NTS
37.5 MAX.
OVERALL WIDTH
36' MAX.
PANEL WIDTH
V
x
W
6
O
as
L
SINl:L WSINNG UNIT
105.5- MAX. VVLKALL MAMl vruar+
36.625' MAX. 15.5T MAX. PANEL WIDTH FRAME WIDTHW/ASTRAGAL
13.75' MAX.
T WIDTH
7.125' MAX.
O.L.O. WIDTH
W
a o
g Ci
o
ri
n
74.5' MAX. OVERALL FRAME WIDTH
36.625' MAX.
PANEL WIDTH
1 W ASTRAGAL 1
U
x
3
3s
I
r,e .1•I.IT: irltOillg i:.1J
DESIGN PRESSURE RATING
UNIT TYPE
A NIL ION
REQUIREMENTMNT IS NOT NE EO
SINGLE 67.0 PSF - 67.0 PSF
DOUBLE 55.0 PSF - 55.0 PSF
WIT 10 IT
LE 55.0 PSF - 55.0 PSF
u 66.5' MAX. OVERALL MOTH
V1 36MAX. 15.5' MAX. FROMftT
I
PANEL
WIDTH FRAME WIDTH 13.
75 MAX. WIDTH
7.
125' MAX. O.
L.O. WIDTH o °
0
9 0
to °
I
I
r\
F N O
ao So=
N 5oI'
WInZOLUO3Q
co
X T
a 013.
684.3831 CEN®
B.O. . ..r1 N
TJI
oa
or. RM MJN
CTUM . / .a.: S-
2151 J
T
e
20
v
29
Zy Q.. •aa, 42
33 dvOo 43
o3834 0 •,
40
SEE NOTE
5 SM. 4
a
S 41 =
1.1 NOTE
4
S 5• MIN. a
GLASS THK.
a o x EXTERIOR I a
1 6l4B o o c 25 c
r v1
FOAM GASKET k N
SILICONE CAP BEADO•.O
0 0 1.88' MI1V•
ii 1 O . .' • PANEL THK.
42
To La®
q
LE
V OOOR PANEL
SEE NOTE
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INACTIVE
21
ASTRAGAL RETAINER 31
BOLT a.o' LG. TOP
gonom (2) BOLTS ibff_RIQR
AT TOP & (2) AT BOTTOM
040mzow& CROSS smmm
0 ASTRAGAL
1.15* MIN.
EMS.
EVERIOR
7-= 25- MAX.SMAd
1 .13 MIN FaAm GASKET &
ICONE APSILICONECAP BEADSILSINK
rErNOTE 34
SNT. 4 33
25
13
29 41
17 2 NOTE ISENOTEI
SHT. 4
INTEMC 316
3-'\ HORiZ-QNlAI CROSS SrCnON
V 0 SIDELITE TO SUCK
ACTIVE
47 ..7 -ii
2dI
SEE NOTE 6
SHT, 4
v N
FOAM GASKET &
SEE NOTE rsiucomE cAp BEAD
5 SHT. 4 1 Q
Ef, ; F4 S! OWN wNwm
MISj, Numb, P., r Aw
41
NOTE I
SHT. 4
SEE NOTE
7 SHT. 4
CROSS SECTIOVORIZONTAL
0 HINGE JW8 TO SIOEUTE
CIENTRAL TVIL-0-TUIDA - t, *-- 1Vc
Dr,tANUFACTURER NAMLE8
Ll/
ON
000
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cn— IQ:c
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LU
MOW,
JEO o
co
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co :e
Q.
all)."4—Wl
006/10/0
Km 112' -
er Tim
RW
S-2151
m 3 or 6
1. IS' MIN.
EMBED.
15' MIN,
C-SINK
25' MAX.
SHIM SPACE
1
W LATCH JAMB TO BUCK.
NOTES:
1. SPACING FOR REM NO. 41 (LITE FRAME SCREWS) IS AS
FOLLOWS: VERTICAL FROM THE TOP 00" ON SIDES: 3.5.
16.51. 27.51. 38.375'. 49.375' h 60.375'. HORIZONTALTHEREARE (2) SCREW BOTH Top AND BOTTOM AT 2.125'
W FROM EACH CORNER
2. SPACING FOR ITEM No. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE B4ACTIVE DOOR 1S AS
FOLLOWS: FROM THE Top DowN T. 3. 5. 18.25'
40.3. 59.23. 74.25. 76.25' & 76.25.
J. THE HEAD JAMB IS ATTACHED To THE SIDE JAMBS WITH3) 16GA x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD 5 ATTACHED TO THE SIDE JAMBS WITH2) 1WA It 112' CROWN x 2.5' STAPLES AT BOTH SIDE-
S. THE SIDE= IS DIRECT SET INTO THE JAMB WTH (12) ITEM
No. 43 (18 x 2' PFN. WOOD SCREW). THERE ARE (4) ATEACHVERTICALJAWS. FROM THE TOP DOWN AT 13.57.
31. 48.5' 66'. THERE ARE (2) AT THE HEADER AT 4' INFROMTHEOUTSIDECORNERSOFTHEFRAMETHEREARE
2) AT THE SILL 4' IN FROM THE OUTSIDE CORNERS.
6. SPACING FOR REM No. 43 (/8 x 2' SCREW) SECURING
THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETERANCHORINGSCREWS. 6' DOWN FROM THE TOP AND UP
FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C.
7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCKUSEITEMNO. 12 (110 x 2' SCREW). WHEN ATTACHINGTHEHINGETOTHEJAMBANDTHESIOELITEATTHE
MULLION USE
THE
NO. J7 (110 x 1 3/4' SCREW).
FOAM GASKET 4c
SILICONE CAP BEAD
1,13 MIN.
EMBED. °
15' MIN. 13
C-SINK •'
EXTERIO
e
INTEBIO 4
10
6 26 9
1 .25' MAX.
W HINGE JAMB TO BUCK, SHIM SPACE
SEE NOTE
5 SHT. 4
o 0 • eM)(
i
vI
41 ez
SEE NOTE I - If
SHT, 4
3 I N
4 ® STRIKE JAMB TO SIDELITE
IM
NOTE
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SEE NOTE
7 SHT. 4
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11• SHT. 5
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SHT. 5
SEE NOTE - TYP.
6 SHT. 4
IJ SEE NOTE
D. 4 SHT. d
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6' 6• 6' io
3' 3• 3•
6• 6' 6.
iTTRAL FLoRmA R•o•AF,
MANUFAC T R NAME%
r, a /'v
MASTER FMF-tA 1 —
A #.357' BOLT DEEP
ENOUGH FOR A 2' 13 BOLT THROW
12 10 u 13
0 0 t
13
10
10 OETAIL 'F' OETAIL 'H'
ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS
OETAL 'E' STRIKE PSi N
FRAME DETAIL 'G• AT THE THRESHOLD
SEE NOTE
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I6. lrq • --
7
E NO7f6
3•
6•
DOUBLE DOOR
a53" CLASS1t"' SITE
25 1/8' TEMPERED
CLASS
O. 25• AIR
SPACEi_ z 1/8" TEMPERED
N GLASS
OTE I 25' STEEL INTERCEPT
SH. 4
g• INSULATEO _CLA55 W/
SPACER
TC IYE iRaME GLAZING DETAIL
3" -i 1-- —I E-• 3"
SINGE DOOR W/SIOELITES
463" GLASS BITE
J _ 1/8" TEMPERED
CLASS
0•.
0.. O 25" AIR
Q p.' V ••. SPACE
p.: o •
O "p 1/8" TEMPERED
CLASS
INTERIOR4136 t VIVI
SEE NOTE h
1 SHT. 4
STEEL25'
INTERCEPT
a' w uLaTF
BTS IITE FR9ME
I
LAZING
wSs w/
OEfAIL
SPACER
3 SE
4 SHT. 4
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m 6 or 8
4.563'
1.063' F— I
Tin
2 WOW FRAME
FINGER JOINTED PONDEROSA PINE
1.92' —
1.734• —
N
WE
4 x 4 STM DOOR HINGE O
jj1''.D7^^7•-''ice '
b°•
Fes--1.531' 41
rT MR 1F,L E # 1
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2151 B.
rt 0
311N-21-2002 09"52 MILESTONE WIND0IJS 407 323 9729 P.02
Vude15
June 21, 2002
Alan Plante, Chief Plans Examiner
Orange County Building Division
Administration Building, 1st Floor
201 South Rosalind Avenue
P.O. Box 2867
Orlando, FL 32802-2687
407) 836-5760
RE: Florida Extruders Fenestration MasterFile Update
Mr. Plante,
This letter updates and clarifies nomenclature regarding buck thicknesses
mentioned on Florida Extruder Window, Door and Mullion installation drawings
contained in the Orange County Fenestration Masterfile. Based upon the
discussions at the Mid -Florida Home Builders Association's meeting at their offices
on June 19, 2002, this letter was the agreed upon procedure For manufacturers to
clarify the issue of "1X Buck" thickness nomenclature used on installation drawings.
Builders/Installers when pulling permits For Florida Extruders windows will have to
include this letter with the installation details. Florida Extruders requests the
Orange County Building Division to file this letter against the Masterfile Numbers
and Installation Drawings Identified on the attached listing.
Based upon a review of the signed and sealed engineering produced by Lildon
Engineering Company for the methodology used in the development of Florida
Extruder's Window, Door and Mullion installation drawings, the thickness of the
buck in non-structural applications (i.e., buck thickness less than 1 `h') does not
influence the lateral resistance capacity of the concrete screw (i.e. Tapcon).
Therefore, buck thicknesses less than 1 'h' are acceptable as non-structural
attachments when the window, door or mullion is installed using a 3/16' concrete
screw with a minimum embedment on 1 'k". Concrete Masonry Units should have a
wall thickness of 1 %' and a precast sill's thickness will exceed 1 VV- The drawings
clearly delineate the requirement that a minimum embedment depth of 1 y4' must
be maintained by the installer. It is up to- the installer to use the appropriate length
concrete screw so as to maintain the required minimum embedment on 1 Ma".
Therefore, for Florida. Extruder installation drawings where a non-
structural buck is used, nomenclature such as '-1X buck by others" or
similar statements shall be construed to mean that a bud[ thickness of less
than 1 Mam is acceptable. The definition of a non-structural buck is based
on Section 2707.4-4.2 of the Florida Building Code.
2540 Jewett Lane, Sanford, FL 32771-1600 9 (407) 323-3300 • Fax (407) 322-3337
JUN-21-2002 09=52 MILESTONE WINDOWS 407 323 9729 P.03
I
The attached table lists all Florida Extruder drawings in the Orange CountyFenestrationMasterfileaffectedbythisengineeringstatement. Any questionsshouldbeaddressedtotheundersigned.
Thank you.
Regards,
Robert J. Amoruso, PE
raMoruso.oePnoridaextruders com
Florida PE License No. 49752
Florida Extruders International, Inc_
Certificate of Authorization No. 9235
Cc: Earl Moore/FEI
File
PE Sealing Statement:
The letter was signed and sealed
with an impression seal as required
by Section 61615-23.001, F.A-C.
A rubber stamp seal was -also
applied to fadiitate reproduction
for Orange County auilding
Division Masterfile scanning.
1. nie. 200Z-VR-R7M009
1N1111111g///
PgOisor"Q.Z 1FIC,4.9GJo
s 4 F• c
0.A nb
1Z1/oZ
2540 J*wett Lane, SMford, FL 32771-1600 . (407) 323-3300 • Fax (407) 322-3337 2
Universal Forest Products
Re: 54602977
Centex Homes Orlando 1692 B Roof 71 Lake Monroe
The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under
my direct supervision. Pages or sheets covered by this seal include the following:
54602977 Al
54602977 A2
54602977 A3
54602977 A4
54602977 A5
54602977 A6
54602977 A7
54602977 A8
54602977 A8A
54602977 131
54602977 131A
54602977 131G
54602977 J1
54602977 J2
54602977 J2A
54602977 J2B
54602977 J3
54602977 J4
54602977 J5
Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10
Wind: ASCE 7-98 per FBC2001; 130 mph; h = 25 ft; TCDL = 6.0 psf; BCDL = 6.0 psf;
occupancy category II; exposure B; enclosed
My license renewal date for the state of Florida is February 28, 2005
8/9/2004
Joh . Presls ' L•icense It 558 6
The seal on this drawing indic es acceptance of professional engineering responsibility solely for the
truss component(s) listed and attached. The suitability and use of each component for any particular
building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2.
Eastern Division
5631 South NC 62 Burlington, NC 27215 'I'cl. (336) 226-9356 Fax: (336) 476-9146
Job Truss Truss Type Oly Ply Centex-Ode>1592-Bc>jskc>8.9-4
54602977 Al O ON 5 1
Job Reference (optional)
Universal Forest Productg,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MTek Industries, Inc. Mon Aug 09 08:41:10 2004 Page 1
1-n 7-3.1 1 14-1-15 20-0-0 25-10-1 32-8-15 40-" 4,1-0,0
1-0-0 7-3.1 6.10-14 5-10-1 5-10-1 6-10-14 7.3-1 1-0-0
Scale .1:88
4.00 F12 UsTL20=
E
5x8 TL20s Us TL20--
D F
2x3 TL20J 2x3 TLZO,9
C W2 G
4 W
A B H 1
83
to
50 TL20= N M L K J 5x7 TL20=
3x10 M1118H= 3x8 TL20= axeTL20=
axe TL20= 3x10 Ml118H=
104-6 20-0-0 29-7-10 40-"
104f 9-7-10 9-7-10 10-4-6
Plate Offsets MYY B:0-1-4.0-2A.ID:04-0.0-3M.[F:0-4-0.0-3M.[H:0-14.0-2-Q]
LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.37 L >999 240 M1118H 1951188
TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(fL) -0.77 B-N >617 180 TL20 2451193
BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.22 H n/a rVa
BCDL 10.0 CodeFBC2001/TP12002 Matrix) Weight: 187lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2.8-1 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-11.6 oc bracing. WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B=1653/0-8-0, H=1653/0-8-0
Max Horz B=199(load case 5)
Max UpliftB=-787(load case 3), H=-787(load case 4)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/8, B-C=-3761/1630, C-D=-3454/1445, D-E=-2471/1056, E-F=-2471/1056, F-G=-3454/1445, G-H=-3761/1631, H-1=0/8
BOT CHORD B-N=-1565/3474, M-N=-1152/2887, L-M=-1152/2887, K-L=-1004/2887, J-K=-1004/2887, HJ>1418/3474
WEBS C-N=-360/405, D-N_ 169/586, D-L=-807/557, E-L=420/1182, F-L=-807/557, FJ=-170/586, GJ=-360/405
NOTES (7)
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.0psf; BCDL=6.0psf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00.
4) All plates are M 1120 plates unless otherwise indicated.
5) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 787 lb uplift at joint B and 787 lb uplift at joint H.
7) Truss shall be fabricated per ANSVTPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where
Indicated and within V of interior joints. Bracing Indicated Is to reduce buckling of Individual members only and does not replace erection and permanent bracing.
Engineers certification valid only when truss Is fabricated by a UFPI operated plant. 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
A,VSC! Ty REV/ E E OF SANF06
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977
Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977A1
Job Truss Truss Type Oty Ply Centex-Orlot692-Bojsko&9-4
54602977 A2 I •M 2 1
Job Reference (optional)
Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MTek Industries, Inc. Mon Aug 09 08:41:10 2004 Page 1
1.0-2 7-3-1 14-1-15 19.0-0 , 21-0-0. 25-10-1 32-8-15 40-" 4,1-0-0
1-" 7-3-1 6-10-14 4-10-1 2-0-0 4-10-1 6-10-14 7.3-1 1-"
Scab .1:70.1
3x8 TL20=
4.0012 3x8TL20=
Us TL20 % E F O
Sx8 TL20--
D H
2x3TL20N' 2x3 TL20,:;,
C yy2 1
4 W
8A
B
83 J K
tw j
5x7 TL20= P O N M L 5x7 TL20=
3x10 MI118H= 3x8 TL20= 3x10 MOW=
10-4-6 20-" 29-7-10 40-0.0
10.4.6 9-7-10 9-7-10 10-4.6
Plate Offsets X Y : B:0-1-4 0.2.8 D:0.4-00.3-0H:0.4-00.3-0J:0-1-4 0-2-8 LOADING (psf) SPACING
2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0
Plates Increase 1.25 TC 0.78 Vert(LL) 0.38 N >999 240 MII78H 195/188 TCDL 10.0
Lumber Increase 1.25 BC 0.90 Vert(TL) -0.79 N-P >601 180 TL20 245/193 BCLL 0.0
Rep Stress Incr YES WB 0.79 HOIz(TL) 0.22 J n1a n/a BCDL 10.0
CiodeFBC2001/TPI2002 (Matrix) Weight: 186lb LUMBER BRACING TOP
CHORD 2
X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins. BOT CHORD 2X4SYPNo.2 SOT CHORD Rigid ceiling directly applied or 4-11-0 oc bracing. WEBS 2 X
4 SYP No.3 REACTIONS (lb/size)
8=1653/0-8-0, J=1653/0-8-0 Max Horz 8=
190(load case 5) Max UpliftB=-799(
load case 3), J= 799(load case 4) FORCES (lb) - Maximum
Compression/Maximum Tension TOP CHORD A-
B=0/8, B-C=-3766/1663, C-D— 3452/1476, D-E=-2486/1087, G-H=-2486/1087, H-1=-3452/1476, IJ=3766/1664, J-K_=0/8, E-F=-2315/1058, F-G=-2315/
1058 BOT CHORD B-
P=-1590/3478, O-P=-117212878, N-0--117212878, M-N=-1031/2878, L-M=-1031/2878, J-L=-1449/3478 WEBS C-P=-367/411,
D-P=-1751593, D-N_ 768/538, F-N=393/1124, H-N=-768/538, H-L=-1751593, I-L=-367/412 NOTES (9) 1) Unbalanced roof
live loads
have been considered for this design. 2) Wind: ASCE 7-98;
130mph (3-second gust); h=25111; TCDL=6.0psF BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to
prevent water ponding. 4) This truss has been
designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5) All plates are M1120
plates unless otherwise indicated. 6) All plates are 3x6
TL20 unless otherwise indicated. 7) This truss requires plate
inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Provide mechanical connection (by
others) of truss to bearing plate capable of withstanding 799 lb uplift at joint B and 799 lb uplift at joint J. 9) Truss shall be fabricated
per ANSVTPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only
when truss is fabricated by a UFPI operated plant. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the
specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it
may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss
designer. LOAD CASE(S) Standard Customer
No: 11045 Customer Name:
CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/Job: 1692 B RF
Date Req:08/31/2004 Draw No:54602977A2
Job Truss Truss Type Oly Ply Centex-Orl<a1692-Bojsk<a8-9-4
54602977 A3 ' COMMON— 2 1
Job Reference (optional)
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MTek Industries, Inc. Mon Aug 09 08:41:11 2004 Page 1
1-0-p 7-3-1 14-1-15 17-0-0 23-0-0 25-10-1 32-8-15 40-0-0 4,1.0,0
1-0-0 7-3-1 6-10-14 2-10-1 6-0-0 2-10-1 6-10-14 7-3-1 1-0-0
Scab . 1:70.1
4.00 F12 500 M1118H= 500 M1118H=
5x8 TL20 %
E F 5x8TL20
D H
C W2
4 W
qA al
B J K
d
5x7 TL20= P O N M L 50 TL20=
300 MI118H= Us TL20= 3x8 TL20=
Us TL20= 3x10 MII18H=
10.4.6 20-" 29.7.10 40-"
104-6 9-7-10 9-7-10 104-6
Plate Offsets X B:0-1-4 0-2-8 D:0-4-0 0-3-0 G:0-4-7 Ed a H:0.4-0 0-3-0 J:0.1-4 0-2-8
LOADING (psi) SPACING 2.0.0 CSI DEFL in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.54 N a870 240 MII78H 1951188
TCDL 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -1.01 N-P a466 180 TL20 2451193
BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.22 J n/a n/a
BCDL 10.0 Cod9FBC2001/fP12002 Matrix) Weight: 185lb
LUM13ER BRACING
TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Structural wood sheathing directly applied.
T2 2 X 4 SYP No.1, T2 2 X 4 SYP No.t, T3 2 X 4 SYP NoA D BOT CHORD Rigid ceiling directly applied or 4-10-2 oc bracing. BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
REACTIONS (Ib/size) B=1653/0-8-0, J=1653/0-8-0
Max Horz B=172(load case 5)
Max UpliftB=-819(load case 3), J=-819(load case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/8, B-C=-3785/1731, C-D=-3446/1531, D-E=-2618/1198, G-H=•2618/1198, H-I. 3446/1532, IJ=-3785/1731, J-K--O/8, E-F_ 2525 1178,
F-G=-2525/1178
BOT CHORD B-P=-1641/3500, 0-P=-119512838, N-0=-1195/2838, M-N=-106812838, L-M=-1068/2838, J-L=-1514/3500 WEBS C-
P=404/436, D-P=•1941623, D-N=485/411, F-N=-198(703, H•N=-485/411, H-L=-194/623, I-L=404/436 NOTES (9)
1) Unbalanced
roof live loads have been considered for this design. 2) Wind;
ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.0psF BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical
left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide
adequate drainage to prevent water ponding. 4) This
truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5) All
plates are M1120 plates unless otherwise indicated. 6) All
plates are 2x3 TL20 unless otherwise indicated. 7) This
truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 819 lb uplift at joint B and 819 lb uplift at joint J. 9) Truss
shall be fabricated per ANSUTPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's
certification vaild only when truss is fabricated by a UFPI operated plant. 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 J Customer
No:
11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/Job:
1692 6 RF Date Req:08/31/2004 Draw No:54602977A3
Job Truss Truss Type Oly Ply Centex-Or1o1692-Bvjakc>9 9-4
54602977 A4 ' COMMON WON2 1
Job Reference (optional)
Universal Forest Products,lnc.1 Burlington, NC 27215, Jeff Kerr 5.200 Is Sep 30 2003 MTek Industries, Inc. Mon Aug 09 08:41:12 2004 Page 1
0-2 7-3-1 15-0-0 25-" 1 32-8-15 40-M 4,1-0-O
1-" 7.3-1 7-8-15 10-" 7-8-15 7-3-1 1-0-0
Scale .1:70.1
4.00 12 5xeT120= 5xeTL20 2x3 TL20 11
D E F
7x8 TLZ05 7x8 T120:
C 3 OZ4W
qA B H I
C4 N j
5x7 TL20= N M L K J 5x7 TL20=
300 MI118H= Us TL20= axeTL20=
3xe T120= 300 M1118H=
104-6 20-0-0 29-7-10 40-"
104-6 9-7-10 9.7-10 104-6
Plate Offsets X B:0-1-4 0-2-8 H:0-1-4 0-2-8
LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.40 L >999 240 M1118H 195/188
TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.78 L-N >602 180 TL20 2451193
BCLL 0.0 Rep Stress Incr YES WS 0.20 Horz(TL) 0.22 H r/a n/a
BCDL 10.0 CodeFBC2001lrP12002 Matrix) Weight: 185lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins. BOTCHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-9 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb(size) B=1653/0-8-0, H=1653/0-"
Max Horz B=153(load case 5)
Max UpliftB=-837(load case 3), H=-837(load case 4)
FORCES (lb) - Maximum CompressiordMaximum Tension
TOP CHORD A-B=0/8, B-C=3772/1782, C-D=-3453/1591, F-G=•3452(1591, G-H= 3772/1782, H-I=0/8, D-E= 2996/1414, E-F=-2996/1414
BOT CHORD B•N=-1675/3486, M-N=-1206/2802, L-M=-1206/2802, K-L=-1092/2802, J-K=•1092/2802, HJ=-1561/3486
WEBS C-N=•384/457, D-N_ 233/635, D•L=-154/476, E-L=-259/198, F•L=•154/476, FJ— 233/635, GJ=384/457
NOTES (a)
1) Unbalanced roof live loads have been consideredfor this design.
2) Wind: ASCE 7-98; 130mph (3-second gust); h=2511; TCDL=6.0psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads per Table 1607.1 of IBC-00.
5) All plates are M1120 plates unless otherwise indicated.
6) This truss requires plate inspection perthe Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint B and 837 lb uplift at joint H.
8) Truss shall be fabricated per ANSVTPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing.
Engineers certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verily 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 co"driess 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: 54602977Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977A4
Job Truss Truss Type Oly Ply Centex-Or1v1692-B<>jskv&9-4
54602977 A5 COMMON 2 1
Job Reference o 'oral
Universal Forest Products,lnc„ Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MTek Industries, Inc. Mon Aug 09 08:41:12 2004 Page 1
110-2 7-3-1 13-" 27-0-0 32.8-15 40-0-0 41Of1
1-0-0 7-3-1 5-8-15 14-" 5-8-15 7-3-1 1-0.0
Scale .1:70.1
5x6 TLZO= Us TL20=
4.00 12 D E F
T.
C 41 7' 4 yy
H IAB1 j qq8
5x7 TL20= N M L K J 5x7 TL20=
300 MUM= Us TL20= Us T110=
3x6 TL20= 3x10 MII18H=
10.4-6 20-" 29.7-10 40-0-0
10-4-6 9-7-10 9-7-10 10.4-6
Plate Offsets X B:0-1.4 0-2-8 H:0-1-4 0-2.8
LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) 0.45 L >999 240 M1118H 195/188
TCDL 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.84 L-N >564 180 TL20 245/193
BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.23 H Na n1a
BCDL 10.0 CodeFBC20011TPI2002 Matrix) Weight: 181lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7.7 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B=165310-8-0, H=1653/0-8.0
Max Horz B=135(load case 5)
Max UpliftB=4M3(load case 3), H— 853(load case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/8, B-C=-3744/1798, C-D=-3466/1639, F-G— 3466/1640, G-H=-3744/1799, H-I=0/8, D-E=-3477/1681, E-F=-3477/1681
BOT CHORD B-N— 1672(3454, M-N— 1346/3004, L-M=-1346/3004, K-L=-1246/3004, J-K— 1246/3004, HJ=-1572/3454
WEBS C-N=-295/391, D-N=-148/530, D-L=-331l730, E4L=-444/380, F-L=-331/730, FJ=-149/530, GJ=-295/391
NOTES (9)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 130mph (3-second gust); h=25h; TCDL=6.Opsf; BCDL=6.Opsh Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00.
5) All plates are MII20 plates unless otherwise indicated.
6) All plates are 2x3 TL20 unless otherwise Indicated.
7) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 853 lb uplift at joint B and 853 lb uplift at joint H.
9) Truss shall be fabricated per ANSVrPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing.
Engineers certification valid only when truss is fabricated by a UFPI operated plant. Building Designer shall verity all design information on this sheet for conformance with
conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of
the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review
or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977A5
Job Truss Truss Type oly Ply Centex Or1o1682-8ojskoe e 4
54602077 A6 HIP 2 1
Job Reference (optional)
Universal Forest Products,lnc,, Burlington, NC 27215, Jet Kerr 5.200 a Sep 30 2003 MTek Industries, Inc. Mon Aug 09 08:41:13 2004 Page 1
d -0.p 5.9-3 11-0-0 17-" 23-0-0 29-" 34-2-13 40-0-0 4,1-op
1-0-0 5-9-3 5-2-13 6-0-0 6-" 6-" 5.2-13 5-9-3 1-0-0
Stab .1:70.1
5x10 M1118H- 5x10 MII18H=
4.00 12
Us TL20= Us TL20=
D E p
24 TL20,- 243 TL20
C 1 H
4 yy
A 6 I
cy jb
5x7 TL20= O N M L K 5x7 TL20-
3x10 M1118H= 3x8 TL20= UsTL20= Us
TL20= 300 MII18H= 10-
4-6 20-0-0 29-7-10 40-" 10-
4.6 9-7-10 9-7-10 10-4-6 Plate
Offsets X Y : 13:0-1-4 0-2.8 E:04-00-3-0 G:0.4-7 Ede 1:0-1.4 0-2-8 LOADING (psf)
SPACING 2-0-0 CSI DEFL In (loc) Vdefl L/d PLATES GRIP TCLL 20.
0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.54 M >880 240 M1118H 1951188 TCDL 10.
0 Lumber Increase 1.25 BC 0.96 Vert(TL) -0.95 M-0 >495 180 TL20 2451193 BCLL 0.
0 Rep Stresslncr YES WB 0.32 Horz(fL) 0.26 1 n/a We BCDL 10.
0 CodeFBC2001fTP12002 Matrix) Weight: 186lb LUMBER BRACING
TOP CHORD
2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. WEBS 2X4SYPNo.3 WEBS 1 Row at midpt E-0, F-K REACTIONS (Ib/
sfze) B=1653/0-8-0, 1=1653fO-" Max Horz
8=116(load case 5) Max UpliflB=-
867(load case 3), 6-867(load case 4) FORCES (Ib) •
Maximum Compression/Maximum Tension TOP CHORD
A-B=08, B-C=-3731/1854, C-D= 3491/1669, D-E=-3141/1599, E-F=-3982/1913, F-G=-3141/1599, G•H=-3491/1669, H-6-3731/1854, IJ=O/8 BOT CHORD
B-0=-1719/3437, N-0=-1805/3911, M•N=•1805/3911, L-M=•1758/3911, K-L=-17511/3911, 1-K=-1633/3437 WEBS C-
0=•201/362, D-0=-223/746, E-0=-1027/581, E-M=0/235, F-M_-0235, F-K=-1027/581, G•K=•223(746, H•K=-201/363 NOTES (8)
1) Unbalanced
roof live loads have been considered for this design. 2) Wind:
ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.Opst; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical
left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide
adequate drainage to prevent water ponding. 4) This
truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5) All
plates are M1120 plates unless otherwise indicated. 6) This
truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide
mechanical connection (by others) of truss to bearing platecapable of withstanding 867 lb uplift at joint B and 867 lb uplift at joint I. 8) Truss
shall be fabricated per ANSVTPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated andwithin4" of interior joints. Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer'scertificationvalidonlywhentrussisfabricatedbyaUFPIoperatedplant. 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 certificationofthetrussdesigner. LOAD CASE(
S) Standard r Customer
No:
11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/Job:
1692 B RF Date Req:08/31/2004 Draw No:54602977A6
Job Truss Truss Type Oly Ply Cenlex-0r1o1692-Bojskca8 9 4
54602977 A7 ' HIP 2 1
Job Reference o fionel
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 20M MTek Industries, Inc. Mon Aug 09 08:41:14 2004 Page 1
1-0:2 5-7-2 9-" 16-4-9 23-7-7 31.0-0 , 34.4-14 , 40-0-0 -of
1-0-0 5-7.2 3-4-14 7-4-9 7-2-13 74.9 34.14 5.7.2 1-"
Scale .1:70.1
Us TL20= 2c3 TL2011
4.00 12 300 MI118H= 7x8 TL20=
2x3 TL20-z D
TP
E F OTQ H
Zx3 TL20G
C I
1 w1 w1 wt
A B J K j ,qpd
5x7TL2D= O P O N M L 5x7 TL20—
300M1118H= 3x10TL20= 300M11181-1=
9-1-12 16-4-9 23.7-7 30-10-4 40-"
9-1.12 7-2-13 7-2-13 7-2-13 9-1-12
Plate Offsets X B:0-140-2-8 D:0-5-0Ede H:0.5-0 Eda J:0-140-2.8 LOADING (psf) SPACING
2-" CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0
Plates Increase 1.25 TC 0.80 Vert(LL) 0.72 N-0 >657 240 M1118H 1951188 TCDL 10.0
Lumber Increase 1.25 BC 0.90 Vert(TL) -1.20 N-0 a392 180 TL20 2451193 BCLL 0.0
Rep Stress Incr YES WB 0.88 Horz(TL) 0.26 J n/a n/a BCDL 10.0
CodeFBC2001/TP12002 Matrix) Weight: 187lb LUMBER BRACING TOP
CHORD 2
X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2
X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4.2.11 oc bracing. WEBS 2 X4SYPNo.3 REACTIONS (Ib/size)
B=1653/0-8-0, J=1653/0-8-0 Max Horz B=-
98(load case 6) Max UpliftB=-878(
load case 3), J=-878(load case 4) FORCES (Ib) - Maximum
Compression/Maximum Tension TOP CHORD A-
B=W8, B-C=-371Zfl849, C-D=•3601/1782, D-E=-4736/2382, E-F=-4736MM1, F-G=-4736/2381, G-H=4736/2381, H-1=-3601/1783, IJ=-3712/1850, J-K=0/
8 BOT CHORD B-
0=-1698/3412, P-0--•1587/3404, O•P=-1587/3404, N-0=•2236/4736, M•N=-1514/3404, L-M--1514/3404, J-L=-1625/3412 WEBS D-0-
17/319, H-L=-17/319, E-0=-482/410, G-N=-445/389, C-0=-28/239, D-0=-815/1552, E-N=-91/90, H-N=-814/1551, I•L=-27/240 NOTES (9) 1)
Unbalanced roof
live loads have been considered for this design. 2) Wind: ASCE
7-98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left
and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate
drainage to prevent water ponding. 4) This truss
has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5) All plates
are M1120 plates unless otherwise indicated. 6) All plates
are 3x6 TL20 unless otherwise indicated. 7) This truss
requires plate inspection per the Tooth CountMethod when this truss is chosen for quality assurance inspection. 8) Provide mechanical
connection (by other) of truss to bearing plate capable of withstanding 878 lb uplift at joint B and 878 lb uplift at joint J. 9) Truss shall
be fabricated per ANSI/TPI 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 is to reduce buckling of individual member only and does not replace erection and permanent bracing. Engineer's certification
vaild only when truss is fabricated by a UFPI operated plant. 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 Vez Customer No:
11045
Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/Job: 1692BRFDateReq:08/31/2004 Draw No:54602977A7
Job Truss TruseType my Ply Centex-Od<>1692•Bojsko8-9.4
54602977 Ae' HIP 1 2 Job Reference o lional
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MTek Industries, Inc. Mon Aug 09 08:41:15 2004 Page 1
1-0-2 7-" 12-3-7 17-5.2 22-0-14 27-8-9 33-0-0 1 40-0-0 41-040
1-" 7-" 5-3.7 5.1-11 5-1-11 5-1-11 5.3.7 7-" 1-"
Scab 1:70.
504 M1118H= 2x3 TL2011 4.
0D 12 300 M1118H= 504 M1118H= C
0 E F O H 1 1
1 1 W W All,
a 132
K
o , Id
5x10
T120= O P O N M L 500 TI.20= 2x3TL201)
5x10M1118H= 3x10TL20= 5x10M1118H= WTUDll 7-
1-12 12-3-7 17-5-2 22-0-14 27.8-9 32-104 40-" 7-
1.12 5-1.11 5-1-11 5-1-11 5-1-11 5-1-11 7-1-12 Plate
Offsets X B:0-0-8 0-1-11 C:0-5-11 0-2-2 1:0.6-7 0-2-2 J:0-0.10 0.1• M:0-5-0 0-3-0P:0-5-0 0-3-0 LOADING (psf)
SPACING 2-" CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.
0 Plates Increase 1.25 TC 0.57 Vert(LL) 1.10 N-0 >428 240 MII18H 1951188 TCDL 10.
0 Lumber Increase 1.25 BC 0.69 Vert(TL) -1.61 N-0 >293 180 TL20 2451193 BCLL 0.
0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.29 J n/a n/a BCDL 10.
0 CodeFBC2001/f PI2002 Matrix) Weight: 372 lb LUMBER BRACING
TOP CHORD
2 X 4 SYP No.1 D 'Except' TOP CHORD Structural wood sheathing directly applied or 3-5.8 oc purlins. T3 2
X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 5-4-15 oc bracing. SOT CHORD2X4SYPSSWEBS2
X 4 SYP No.3 WEDGE Left:
2
X 4 SYP No.2, Right: 2 X 4 SYP No.2 REACTIONS (lb(
size) B=3309/0.6-0, J=3309/0-8-0 MaxHorz
B=-79(load case 6) Max UpliftB=-
1852(lood case 3), J=-1852(load case 4) FORCES (lb) -
Maximum Compression/Maximum Tension TOP CHORD
A•B=0/8, B-C=-8289/4693, C-D=-1123316410, O-E=-12966/7331, E-F=-1296217327, F-G=-12962/7327, G-H=•12962/7327, H•1=-1123516411, W=-8289/4694, J-K=0/8 BOT CHORD B-0=
4340/7703, 12-0-
4331/7720, O•P=-6293/11233, N-0=-7215/12966, M-N=-6235/11234, L-M=-4273I7720, J•L=4281/7704 WEBS C-0=0/407, I•L=0/
407, D-P=-1539/1100, E-0=-654/605, G•N=-640/596, H-M_ 1538/1099, C-P=-2265(4012, D-0=-107211965, E-N=-58/48, H-N=-1067/1959. I-M=-2265/4012 NOTES (14) 1) Special
hanger(s) or other
connection device(
s) shall be provided sufficient to support concentrated load(s) 385.0Ib down and 382.21b up at 33-", and 385.01b down and 382.21b up at 7-" on top chord.
The design/selection of such special connection device(s) Is the responsibility of others. 2) 2-ply truss to be connected together
with 10d Common(A 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 -
1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -
1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 -1
row at 0-9-0 oc. Special hanger(s) or other connection devioe(s)
shall be provided sufficient to support concentrated load(s) 385.01b down and 382.2lb up at 33-", and 385.0Ib down and 382.21b up at 7-" on top chord.
The design/selection of such special connection device(s) is the responsibility of others. 3) All loads are considered equally applied to
all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided t distribute only loads noted as (F) or (B),
unless otherwise indicated. 4) Unbalanced roof live loads have been considered
for this design. 5) Wind: ASCE 7-98; 130mph (3-second
gust); h=25ft; TCDL--6.OpsF BCDL=6.Ops1; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical
left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a
10.0 psi bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 8) Allplates are M1120 plates
unless otherwise
indicated. 9) All plates are 3x6 TL20 unless otherwise
indicated. 10) This truss requires plate inspection per the
Tooth Count Method when this truss is chosen for quality assurance Inspection. 11) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 1852 lb uplift at joint B and 1852 lb uplift at joint J. 12) Girder carries hip
end with 7-" end
setback 13) Special hanger(s) or other connection device(
s) shall be provided sufficient to support concentrated load(s) 385.0Ib down and 382.21b up at 33-", and 385.01b
down and 382.21b up at 7-" on top chord. The design/selection of such special connection device(s) is the responsibility of others. 14)
Truss shall be fabricated per ANSUTPI 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 is to reduce buckling of individual members only and does not replace erection and
permanent bracing. Engineer's certification voild only when truss is fabricated by a UFPI operated plant. 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, C-
6-125(F=-
65), I-K=-60, BJ=-42(F=-22) Concentrated Loads (lb) Vert: C=-385(F)1_
385(F) 1W
Customer No: 11045 Customer Name: CENTEX HOMES
ORLANDO
Shop No: 54602977 Contractor/Job: 1692 B RF Date Req:08/
31/2004 Draw No:54602977A8
54602977
i-0-0 7-0-0 12-3-7 17-5-2 22-6.14 27.8-9 33-0-0 40-" 4,1-Ofr
1-0-0 7-" 5-3-7 5-1-11 5-1-11 5.1.11 5-3-7 7-" 1-0-0
Scale . 1
A
4.00 F12
504 M1118H= 2x3 TL2011
300 M1118H= 504 WISH=
c D R E F O H I
to - 5x10TL20= O P S O N M L 5x10TL20=
2x3 TL2011 500 M1118H= 3x10 TL20= 500 M1118H= 2x3 TL2011
7-1-12 12-3-7 17-5-2 22-6-14 27-8-9 32-10-4 40-"
7-1-12 5-1-11 5-1-11 5-1-11 5-1-11 5-1-11 7-1-12
Plate Offsets MY): IB:0-0-5.0-1.61. I1:0-0.4.0-2-0]. J:0-0-4.0-1-7]. [M:0-4.8.0.3-0]. IP:04.8 0-3.4]
LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Well Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 1.26 N-O 375 240 MIl18H 1951188
TCDL 10.0 Lumber Increase 1.25 BC 0.94 Vert(TL) 2.3D N-O 206 180 TL20 24VI93
BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.42 J n1a We
BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 186lb
LUMBER
TOP CHORD 2 X 4 SYP No.1 D 'Except'
T3 2 X 4 SYP No.1
BOT CHORD 2 X 4 SYP SS
WEBS 2 X 4 SYP No.3
WEDGE
Left: 2 X 4 SYP No.2, Right: 2 X 4 SYP No.2
REACTIONS (Ib size) B=26930-8-0, J=2241/0.8-0
Max Horz B=79(load case 5)
Max UpliftB=-1241 (load case 3), J= 791(load case 4)
BRACING
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 3-7-11 oc bracing.
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/8, B-C=-6569/2985, C-D=-8325/3523, D-R=-9030/3424, E-R=-90=3424, E-F=-8714/3110, F-G=-8714/3110, G-H=-8714/3110, H-1=-7317/2522,
IJ=-5296/1709, J-K=0/8
BOT CHORD 8-0=-274516097, P-0=-2737/6114, P-S=-3406/8325, O-S=-3406/8325, N-0=-3307/9030, M-N=-2346/7317, L-M=-1480/4907, J-L=-1488/4891
WEBS C-Q-0/407, I-L--0(410, D-P=-915/480, E-0=-1451100, G-N=-320/279, H-M=-10111576, C-P=-831/2568, D-0=0/827, E-N=405/389, H-N=-701/1591,
I-M=-1049/2787
H
NOTES (12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.OpsF BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5) All plates are M1120 plates unless otherwise indicated.
6) All plates are 3x6 TL20 unless otherwise indicated.
7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1241 lb uplift at joint B and 791 lb uplift at joint J. 9) Girder carries hip end with 7-" end setback
10) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.Olb down and 382.21b up at
design/selection of such special connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
12) Truss shall be fabricated per ANSUTPI 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 is to reduce buckling of Individual
members only and does not replace erection and permanent bracing. Engineer's certification valid only when truss is fabricated byaUFPIoperatedplant. 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-Cm-60, C-R=-125(F=-65), I-R=-60, I-K=-60, BJ=-42(F_ 22)
Concentrated Loads (lb)
Vert: C=-385(F)
7-" on top chord. The
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977A8A
Job Truss Truss Type Oly Ply Centex-Od<>1692-Bojsko&9-4
54602977 Bt CO NMO 3 1
Job Reference (optional)
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MTek Industries, Inc. Mon Aug 09 08:41:16 2004 Page 1
6-7-6 10-0-0 13-4-10 20-" , 21-"
6-7-6 3-4-10 3-4-10 6-7.6 1-0-0
Scale . 1:34.
50 7L20=
c
4.00 F1 zit
213 TL20 2a3 T120G
a D
Ni
A E
l
U5 T120= U5 TL20=
Sx8 TL20=
10-0-0 20-"
10-" 10-0-0
Plate Offsets MY1 A:0-0-13 0- 6 E:0-0-13 0-0 6 G:04-00.3-0LOADING (
psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.15 A-G >999 240 TL20 245/193 TCDL
10.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.44 A-G >532 180 BCLL
0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 E n/a Na BCDL
10.0 CodeFBC2001/TP12002 Matrix) Weight: 80lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7.6 oc purlins. BOT
CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-11 oc bracing. WEBS
2 X 4 SYP No.3 REACTIONS (
lb/size) A=771/0.8-0, E=856/0.8-0 Max
Horz A=-110(load case 6) Max
UpliftA=-334(load case 3), E=-442(load case 4) FORCES (
Ib) - Maximum Compression/Maximum Tension TOP
CHORD A-B=-1555/680, B-C=-1222/478, C-D=-1221/484, D-E=-1547/662, E-F=0/8 SOT
CHORD A-G=-015/1412, E-G=-515/1402 WEBS
B-G=-382/367, C-G=-203/629, D-G=-370/352 NOTES (
6) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7.98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 8; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end
vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 334 lb uplift at joint A and 442 lb uplift at joint E. 6)
Truss shall be fabricated per ANSI/TPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer'
s certification valid only when truss Is fabricated by a UFPI operated plant. Building Designer shall verify all design Information on this sheet for conformance with conditions
and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the
design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer. LOAD
CASE(S) Standard Customer
No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977 Contractor/
Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977B1
54602977 181A
Ply
1-0-0
6-7-6 10-0-0 13-4-10 20-" 21-0-0,
6-7.6 3-4-10 3-4-10
50 TL20=
Us TL20=
10-0-0 20-"
10-" 10-"
6-7.6 1-0-0
Scats . I
LOADING (psi) SPACING 2-0-0 CSI DEFL in loc) Well Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) 0.15 B-H 999 240 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.68 Vert(TL) 0.43 F-H 544 180
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 F r/a n/a
BCDL 10.0 CodeFBC200V TP12002 Matrix) Weight:81 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD
BOT CHORD 2 X 4 SYP No.2 BOT CHORD
WEBS 2 X 4 SYP No.3
REACTIONS (Ib/size) B=85=-", F=853/0-8-0
Max Horz B=107(load case 5)
Max UpliftB=-441(load case 3), F=-441(load case 4)
FORCES (lb) - Maximum CompressionMlaximum Tension
TOP CHORD A-B=0/8, B-C=-1538/658, C-D=-1212/472, D-E=-1212/472, E-F=-1538/658, F-G--WS
BOT CHORD B-H=-591/1394, F-H=-512/1394
WEBS C-H=-370/351, D-H=-191/619, E-H= 370/352
Structural wood sheathing directly applied or 4.8-3 oc purlins.
Rigid ceiling directly applied or 8-1-0 oc bracing.
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL_=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.
3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads perTable 1607.1 of IBC-00.
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 441 lb uplift at joint B and 441 lb uplift at joint F.
6) Truss shall be fabricated per ANSVTPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with
conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of
the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review
or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977
Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977B1 A
Job Truss Truss Type OLy Ply Centex-Or1o1692-Bojskc>8-9-4
54602977 Bid tow MM01 1 1
Job Reference (optional)
Universal Forest Products,lnc„ Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MTek Industries, Inc. Mon Aug 09 08:41:17 2004 Page 1
1-0-0, 10-" 20-0-0 .21 AA,
1-0-0 10-" 10-0-0 1-0-0
Scale .1:33.
Us TL20=
F
E
4.00 12
D 13 H
C
T
T
B J
K
34 T120= 3xS T120=
Us T120=
20-"
20-"
Plate Offsets X F:0-3-0 Ed e
LOADING (psf) SPACING 2-0-0 C51 DEFL in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.22 Ved(LL) n/a - We 999 TL20 2451193
TCDL 10.0 Lumber Increase 1.25 BC 0.16 Vert(TL) 0.03 K >447 180
BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 J rda We
BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 65lb
LIMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-" oc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. OTHERS 2 X 4 SYP No.3
REACTIONS (Ib/size) 8=23320-0-0, J=233/20-", P=183I20-0-0, 0=4Z20-", R=40520-0-0, N=18320-0-0, M=4220-", L=405/20-0-0
Max Horz B=149(load case 5)
Max UpliftB=-142(load case 3), J=-150(load case 4), P=-71(load case 5), 0=-36(load rase 3), R=-237(load case 5), N=-61(load case 6), M=-38(load case 4),
L=-236(load case 6)
Max GravB=233(load case 1), J=233(load case 1), P=183(load case 1), 0=43(load case 7), R=405(load case 1), N=183(load case 1), M=43(load case 8),
L=405(load case 1)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B--O/8, B-C= 92/49, C-D=-4W84, D-E=-21/101, E-F=-28/116, F-G=-28/115, G-H=-21/85, H-1=-4W60, IJ=-64/49, J-K--0/8
BOT CHORD B-R-0/0, Q-R=0/0, P4)=WO, O-P=0/0, N-0=0/122, M-N=0/122, L-M=0/122, J-L=0/122
WEBS E-P=-130/92, D-0=-47/62, C-R=-281265, G-N=-130/81, H-M=-47/63, I-L=-281264
NOTES (10)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 130mph (3-second gust); 11=25111; TCDL=6.Opsf; BCDL=6.0psh Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.
3) Truss designed for wind loads in the plane of the truss only.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads perTable 1607.1 of IBC-00.
5) All plates are Zx3 TL20 unless otherwise indicated.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint B, 150lb uplift at joint J, 71 lb uplift at joint P, 36 lb uplift at
joint 0, 237 lb uplift at joint R, 61 lb uplift at joint N, 38 lb uplift at joint M and 236 lb uplift at joint L.
10) Truss shall be fabricated per ANSVTPI 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 is to reduce buckling of individual
members only and does not replace erection and permanent bracing. Engineer's certification valid only when truss is fabricated by
a UFPI operated plant. 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
61
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977B1G
Job Truss Truss Type Oly Ply Cen1ex-Or1o1692-Bojsko8-9-4
54602977 J7 JACK
Job Reference (optional)
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Mon Aug 09 08:41:18 2004 Page 1
1-5-12 5-9-2 9-10-1 ,
1-5-12 5-9-2 4-0-15
Scab .1:1a.1
D
2.a3 12 30 TL20z:
C
1
W2 w1
H B F,
a1
O F E
2x3 TL2011 3x3 TL20--
3x4 TL20=
5-9-2 9-10-1
5-9.2 4-0-15
LOADING (psf) SPACING 2-0-0 C51 DEFL In (loc) Well Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.04 F-G >999 240 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) 0.04 A >571 180
BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 E n1a n/a
BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight: 40lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-3 oc bracing. WEBS 2 X 4 SYP No.3
REACTIONS (lb(size) 0=218/Mechanical, 8=431/0-11-5, E=40?JMechanical
Max Horz B=210(load case 3)
Max UpliRD=-210(load case 3), B=-267(load case 3), E=-142(load case 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-H=0/7, B-H=0/7, B-C=-902/310, C-D= 70/37
BOTCHORD B-G=-464/847, F-G=-464/847, E.F_-0/0
WEBS C-F=-917/503, C-Ca=0/276
NOTES (6)
1) Wind: ASCE 7.98; 130mph (3-second gust); h=25ft; TCDL=6.0psf; BCDL=6.0psF Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber D01-=1.60 plate grip DOL=1.60.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00.
3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint D, 267 lb uplift at joint B and 142 lb uplift at joint E. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
6) Truss shall be fabricated per ANSI/TPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing.
Engineers certification valid only when truss is fabricated by a UFPI operated plant. 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 buss designer accepts no responsibility for the correctness or accuracy of
the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the revieworcertificationofthetrussdesigner.
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: A-H=-60
Trapezoidal Loads (plf)
Vert: H=0(F=30, B=30)-to-D=-148(F=-44, 13=44), B=-2(F=9, B=9)-lo-E=-49(F=-15, B=-15)
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977
Contractor/Job:.1692 B RF Date Req:08/31/2004 Draw No:54602977J1
54602977 1.12 18
U4 TL20=
7-0-0
LOADING (psi) SPACING 2-0-0 CS' DEFL in loc) Well Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.10 B-D 794 240 TL20 2451193
TCDL 10.0 Lumber Increase 1.25 BC 0.41 Vert(TL) 0.15 A 110 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a n/a
BCDL 10.0 CodeFBC20011rP12002 Matrix) Weight: 23lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
REACTIONS (Ib/size) C=190/Mechanical, B=352/0-", D=66/Mechanical
Max Horz B=174(load case 3)
Max UpliflC=-193(load case 3), B=-218(load case 3)
Max GravC=190(load case 1), B=352(load case 1), D=132(load case 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/8, B-C=-97/53
BOT CHORD B-D=0/0
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
NOTES (5)
1) Wind: ASCE 7-98; 130mph (3-second gust); 11=2511; TCDL--6.OpsF BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00.
3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 lb uplift at joint C and 218 lb uplift at joint B.
5) Truss shall be fabricated per ANSVTPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing.
Engineers certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verity all design information on this sheet for conformance with
conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of
the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review
or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977
Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977J2
Job Truss Truss Type Oly Ply Centex-W<>1692-Bojsko8-9-4
54602977 J2A MONO TRUSS 2 1 '
low Job Reference (optional)
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MTek Industries, Inc. Mon Aug 09 08:41:19 2004 Page 1
1.0-0 , 7-0-0
1-0-0 7-0-0
2x3 TL20I I Scale 1:15.
C
4.00 F12
wl
T1
B
81
30 TL20= 2x3 TLZD II
7-0-0
7-"
LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) Well Vd PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.09 B-D >825 240 TL20 2451193
TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.14 A >115 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 D n/a We
BCDL 10.0 C0deFBC2001/fP12002 (Matrix) Weight: 26lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins, excepBOTCHORD2X4SYPNo.2 end verticals.
WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) B=349/0-8-0, D=25WO-"
Max Horz B=179(load case 4)
Max UpliftB=-232(load case 3), D=-135(load case 3)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/8, B-C=-103/53, C-D— 187/174
SOT CHORD B-D=-33/42
NOTES (5)
1) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.0psf; BCDL_=6.OpsY Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads perTable 1607.1 of IBC-00.
3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen forquality assurance inspection.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint B and 135 lb uplift at joint D.
5) Truss shall be fabricated per ANSVTPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing.
Engineer's certification vaild only when truss is fabricated by a UFPI operated plant. 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 certilication of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977J2A
54602977 1 IJ2W I MONO IRUySS
7-0-0 ,
7-0-0
2x3TL2011 50819.1
30 TL20= 2x3TL2011
7-0-0
LOADING (pst) SPACING 2-0-0 CSI DEFL In loc) Well Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.09 A-C 825 240 TL20 2451193
TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) 0.24 A-C 330 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a n/a
BCDL 10.0 CodeFBC2001fTP12002 Matrix) Weight: 25lb
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 (Ib/size) A=261/0.8-0, C=261/0-"
Max Horz A=175(load case 4)
Max UpliftA=-117(load case 3), C=-146(load case 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=-105/56, B-C=-196/185
BOT CHORD A-C=-33/42
BRACING
TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc purlins,
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
NOTES (5)
1) Wind: ASCE 7-98; 130mph (3-second gust); h=2511; TCDL_=6.Ops1; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00.
3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen forquality assurance inspection.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint A and 146 lb uplift at joint C.
5) Truss shall be fabricated per ANSVTPI 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 is to reduce buckling of individual members only and does not replace erection and permanent bracing.
Engineer's certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with
conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of
the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the revieworcertificationofthetrussdesigner.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977
Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977J2B
JACK
3x4 7L20= 4-11-11
LOADING (psf) SPACING 2-" CSI DEFL in loc) Well Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.02 B-D >999 240 TL20 2451193
TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.03 A >512 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C Na We
BCDL 10.0 CodeFBC20011rP12002 Matrix) Weight: 17lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ibtsize) C=126/Mechanical, B=27510-8-0, D=46/Mechanical
Max Horz B=130(load case 3)
Max UpliftC=-128(load case 3), B=-188(load case 3)
Max GravC=126(lood case 1), B=275(load case 1), D=92(load case 2)
FORCES (lb) - Maximum Compression/MaximumTension
TOP CHORD A-B=0/8, B-C=-68/37
BOT CHORD B-D=0/0
NOTES (5)
1) Wind: ASCE 7-98; 130mph (3-second gust); 11=2511; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00.
3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint C and 188 lb uplift at joint B.
5) Truss shall be fabricated per ANSVTPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing whereIndicatedandwithin4' of interior joints. Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.
Engineer's certification valid only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design Information on this sheet for conformance with
conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of
the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review
or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977
Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977J3
54602977 IJ4 ' IJAC I6
Seals -
i—ax4 mm2 2-11-11
2-11-11
LOADING (psf) SPACING 2-" CSI DEFL in loc) Udell Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) -0.00 B-D >999 240 TL20 24SM93TCDL10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) 0.01 A >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 C n1a Na
BCDL 10.0 CodeFBC2001rrP12002 Matrix) Weight: 111b
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS (Ib/size) C=57/Mechanical, B=204/0-8-0, D=26 Mechanical
Max Horz B=87(load case 3)
Max UplittC=-57(load case 3), B=-166(load case 3)
Max GravC=57(load case 1), B=204(load case 1), D=52(load case 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/8, B-C=-41/17
BOT CHORD B-D--W0
NOTES (5)
1) Wind: ASCE 7-98; 130mph (3-second gust); h=25ft; TCDL=6.Opsf; BCDL--6.0psl; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint C and 166 lb uplift at joint B. 5) Truss shall be fabricated per ANSVTPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing whereindicatedandwithin4' of interior Joints. Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineers certification vaild only when truss Is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance withconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of
the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the revieworcertificationofthetrussdesigner.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977J4
Job
54602977 IJ5
0-11-11
W TL20= 0.11-11
SGW9 - 1
LOADING (psi) SPACING 2-" C51 DEFL in loc) Well Ud PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.06 Vert(LL) -0.00 B >999 240 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.01 A >999 180BCLL0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n1a n/aBCDL10.0 CodeFBC2001/TPI2002 Matrix) Weight: 5lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) C=-11/Mechanical, B=138/0.8-0, D=9/Mechanical
Max Horz B=46(load case 3)
Max UpliftC_ 11(load case 1), B=-142(load case 3)
Max GravC=17(load case 3), B=138(load case 1), D=18(load case 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/8, B-C=-33/8
BOT CHORD B-D=0/0
NOTES (5)
1) Wind: ASCE 7-98; 130mph (3-second gust); h=25R; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 11 lb uplift at joint C and 142 lb uplift at joint B. 5) Truss shall be fabricated perANSVTPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing whereindicatedandwithin4' of interiorjoints. Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant. 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 ofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to)ob names and locations are for administrative purposes only and are not part of the revieworcertificationofthetrussdesigner.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54602977Contractor/Job: 1692 B RF Date Req:08/31/2004 Draw No:54602977J5
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CONCRETE OR
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9
CAULK 'BETWEEN ' B.W. 1-1/4• MIK
WOOD BUCK L (BUCK WIDTH) EMBEDMENT
MAS'Y. OPENING INSTALLATION ANCHORBYOTHERS
ONE BY WOOD 3/16' DIA..TAPCON
BUCK BY OTHERS
1-1/4' MIN.
c EMBEDMENT
1 INSTALLATION ANCHOR3/16' DIA. TAPCON
SHIM AS REO'D.
1/4' MAX.
SEE NOTES)
FLANGE TYPE
WINDOW FRAME .
HEADER
GLASS
TYP.) (SEE NOTES)
B.H.
BUCK
HEIGHT)
FLANGE TYPE
WINDOW FRAME
SILL
SHIM AS REO'D.
1/4- MAX.
RIGID VINYL (SEE NOTES) GLAZING BEAD
T.YP.)
GLASS (
TYP.)(SEE NOTES) _
FLANGE TYPE
WINDOW FRAME
JAMB CAULK BETWEEN
WINDOW FLANGE
L WOOD BUCK
W.V.
WINDOW WIDTH>
SECTION B—B
PRECAST SILL 9 9 ABYOTHERS
A B C
NOTES. SECTION A —A
1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE'
DSHIMSTACKTOBE1/4*.
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
do JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J B
ULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL.
5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H.
EXTERIOR OF WINDOW FLANGE. F
6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE
ANCHOR OUANTITY 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 18 SCREWS OF SUFFICIENT LTH.
TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. A
10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS
PRINT ALSO. APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATI 0 NSERIES., SINGLE HUNGS.
1 1) WHERE . WINDOW IS - INSTALLED IN MASONRY OPENING WITH A
STRUCTUAL TWO •BY WOOD BUCK USE 210 SCREWS OF
SUFFICIENT LENGTH TO .ACHIEVE .1-3/8' MIN. EMBEDMENT AT VIEWED FROM EXTERIOR
ALL INSTALLATION FASTENER LOCATIONS_
STUCCO
BY ETHERSV
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Col
PERIMETER
CAULK
BY OTHERS
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MAS'Y.- OPENING
BY OTHERS
CONCRETE OR
MASONRY OPEWNG
BY OTHERS
TAPCON LOCATION CHART
CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB
30Psr TO 40PSF 41 Psr TO 70PSF 30asF TO 40PSF 41 PSF TO 70PsFSIZESIZE
12 18 1/8 x 25 B B F.G F.G
13 18 1/8 X 37 3/8 B B F.G F.G
14 18 1/5 x 49 5/8 8 8 F.G F.G
145 18 1/8 X 55 1/4 B B F.G F.G .
18 1/8 X 62 B B F.G F.G15
16 18 1/8 X 71 B e F.G F.G.H.1
17 18 1/8 x 83 A A F.G F,G.J,K
1H2 25 1/2 x 25 B 8 F.G FC
IH3 25 1/2 X 37 3/8 8 B F.G F,G
1H4 25 1/2 x 49 5/8 B B F.G F.G.H,I
IM45 25 1/2 X 55 1/4 8 B F.G F•G.H•I
IHS 25 1/2 X 62 B B F.G F,G,HJ
1H6 25 1/2 x 71 B B F,C F.G.H.1
1H7 25 1/2 X 83 8 B F,G.J.K F,G.J.K
30 1/2 x 26 29 1/2 x 25 e
B
B
B F.G F.G301/2 x 38 3/8 29 1/2 x 37 3/8
B B F.G F.G.H.1301/2 a 50 5/8 29 1/2 x 49 5/8
B B F.G F.G.H,I301/2 x 56 1/4 29 1/2 X 55 1/4
B B F.G F,G,H.I301/2 x 63
30 1/2 x 72
29 1/2 X 62
29 1/2 X 71 8 8 F.G.H.1 F,G,H.I
30 1 2 = 84 29 1/2 X 83 B 8 F.C.J.K F,G.J,K
22 36 x 25
B B F.G F.G2336X373/8
8 B F,G F.G,H,I24
245
36 X 49 5/8
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25 36 X 62 8 B F.G.H.1 F.G.H.1
26 36 x 71 8 B F.G,H,1 D.E.F.G.H.1
27 36 X 83 B B F.G.J,K F.,G.H.I,J.K
42 x 26 41 x 25 8
8
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B B F.G F.G.H.1
42 x 50 5/8 41 x 49 5/8
B 8 F.G.H.1 F.G.H.1
42 56 1/4
42 x 63
41 X 55 1/4
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42 x 72 41 x 71
41 X 83
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48 x 26 47 x 25 B A.0 F.G
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48 x 38 3/8 47 x 37 3/8 8
8
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47 X 49 5/8
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48 x 63 47 x 62 8 A.0 F.G.H.1
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47 x 83
8
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33 52 1/8 x 37 3/8 B A,C F.G
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52- 1/8 x 49 5/8
52 1/8 X 55 1/4
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8
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35 52 1/8 x 62 B A.0 F.G.H.1 D.E.F.G.H.1
36 52 1/8 X 71 a A.0 F,G.H,I D.E.F.G.H.1
37 52 1/8 x 83 B A.0 F.G.J.K D.E.F.G,J.K.J.K
Sal' • . .
37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES.
FLORIDA EXTRUDERS I
SANFORD, FLORIDA
TITLE: INSTALLATION DETAIL
SGL. HUNG FLANGE WINDOWS - SERIES 1000. , 1.500 & • 2000
DRAWN BY: B B APPROVED BY:
DATE:10 / 09 / O 1 SCALE: N T S DWG.: FLEX 0016
Dorn. o:n ov oor%n..rT .—oo.ir.rinii rr.ruj:;ptmr 1Nr. 250 INTERNATIONAL PKY.. SUITE 250. HEATHROW. FLORIDA 32746- PHONE 107 865-0365 FAX 407'805-0366
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LiBE MULLION JAt.+_R (T YP.)
1 X 1/2 SELF
AraiNG SMS
S_ALA\' Br iEp.
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T...PPI.ktG SMS
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X 2 7/16 X i/8
TL1EE MUi.LiON'
1'000 S.H.
JAMB .{T`•'PJ
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TAPP:N';:. SMS
1 SEALANT BETWEEN
WINDOW FLANGES
3 ML•LLILON
8 X 1-1/2 SE_'F
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8 X 1/2 SELF
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SEALANT BETWEEN
WINDOW FLANGES
3 !MULLION
8 X i-1/.2 SELF
APPING SMS
8 = 1/2 SELF
T•A,PPiNG SMS
SEALANT BETWEE-N
WINDO`r FLANGES
a MULLION
8 X '_-?/ 2 SELF
TAFP;N'G SMS
SE.r-. I iIV i VnN• ,tiA 4) Si_ 4X3/
6 TUBE
MULLION 1000
S- 1. -- IAMB (
TYP.) ONE
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S FsUCi( eY OTHERS t1
1/4' MIN, 4 EMBEL•
MEN Q Ii
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X 1/2 SELF T
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X •-1/2 SELr -, ' SEALn!YT EtT ELN TAPPiI:,
SMS VINL!_W FLANGES i
MULLION 3L.
lr I I r, CNA—r: S "
e
X 1/2 SELF TAPPING
SMS L_
SEALANT EET-4EEN WINDOVFLANGESL
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SMS DETAIL
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e /
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SMS' (
TYP.%o — i,= TAIL _B Ei_
EVATIO I
MEWED FR0M EXTERIOR V
FE815
2Cs2 DE-
TA-1-1 C. rONC,
RETE OR MASONRY By
C-lTHERS a..
I
STA::ATION ANCHOR 3/16' - C'_P I
INSTA; -ATM% C., T"
FICA_ MULLION T C: ::OMCKi'tt E I(
APPLIES TO HEAD & SILL.WHERE HEREi " X 4 A
TUBE MKJ'LLllj.NlS ArRE ;SEC jHTA!
L 8 INSTAL
LATIQN ANCHOR DIA.
TAF-ON SCREW
AN%FiG32 CTYF.2 SILL
CLIP 1/
4' MIti. Q
EMBEDMENT Q
1 RECAST
SILL EY OTHERS A !
XI! IslRY P, A Tc ADDITIONAL
ANCHORS, HEN REQUIRED) jL
Mi
Ei i felti I
O
1 FLORIDA
EXTRUDERS INTERNA SANFOR,
DFL , IFLORIDDAA SCR.
i
OOG/
iCu LAtiUE taLrT 1 JF c i VE-R
1 I CAL MU ` I DiN SEC TILONS St k_ 0THr
R SIDE (SHEET c DC ?).: FOR DCS T'-'N
PRESSURE CAPAC I T i ES DRAWN BY: M
S i . APPROVED BY: 1 / 4 fP1•
I.._.__ !T_ -_-- . ., -I. e-
1
SHEATHING
BY'" OTHERS
STUCCO
OR SIDING
BY OTHERS
PERIMETER
CAULK BY
OTHERS
SHIN AS REV D
SEE NOTES)
CAULK BETWEEN
DOOR FLANGE
L SHEATHING
N
m A. r ..
r . iMlLM.,ii
Gi o lD14 F iP u19E1Z5
SLIDING GLASS
DOOR FRAME
SILL
D
D
LIBERALLY APPLY --J
CAULKING UNDER SILL
INSTALLATION ANCHOR
48 SCREW.
TWO BY WOOD
BY OTHERS
F1/4' MAX.
SHIM SPACE
1-1/8' MIN.
EMBEDMENT
SLIDING GLASS
DOOR FRAME
HEAD
TEMPERED
GLASS (TYP.)
DOOR
HEIGHT
EMBEDMENT
A c 1-1/4' MIN.
D
1
OR SET SILL IN BED — INSTALLATION ANCHOR
OF CONCRETE 3/16' DIA. TAPCON
SECTION A -A
F
f— DOOR WIDTH
SLIDING GLASS
DOOR FRAME
JAMB •'
TEMPERED GLASS
TYP.)
PERIMETER
CAULK BY
OTHERS
SECTION B-B
A
4' MAX. SHIM SPACE
TWO BY WOOD
1-1/8 MIN. ' BY OTHERS
EMBEDMENT
SLIDING GLASS
HOOK STRIP
SHIM AS REO'D.
SEE NOTES)
INSTALLATION ANCHOR
a8 SCREW
STUCCO
OR SIDING
BY OTHER
Br
A
EXTERIOR ELEVATION
2 PANEL DOOR SHOWN
12002
CAULK BETWEEN
DOOR FLANGE
L SHEATHING
SHEATHING
BY OTHERS
TEMPERED C
TYP.)
S SLIDING GL..__
INTERLOCK
INSTALLATION ANCHOR
HOOK STRIP DETAIL
RS
ULK BETWEEN
OK STRIP L
iEATHING
1-1/8' MIN.'
EMBEDMENT
NOTES:
1) DOOR MATERIAL: ALUMINUM ALLOY 6063.
2) r8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT
OF 1-1/9' 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 OF THIS SHEET.
4) USE SILICONiZED ACRYLIC CAULK BEHIND DOOR FLANGE AT MEAD L 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 REO'D.
7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE 6 CONFIGURATION TO FINISHED OPENING,
B PLACE INSTALLATION ANCHORS. IN FRONT OF HOOK STRIP AS SHOWN.
8) GLASS THICKNESS MAY VARY PER REOUIRE14ENTS OF ASTN E1300 GLASS CHARTS.
9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS.
10> JAMB / SILL CORNERS ARE 70 BE SEALED WITH A SMALL JOINT SEAM SEALER.
11) SHIN AS REO'D. AT EA SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'.
12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS.
13) WHERE 'X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED
CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET.
14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLATION
SECTIONS 'A -A'. 'B-B' a HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED.
CONFIGURATIONS.
15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO
2000 SERIES AND 500 SERIES.
DESCRIPTION DATE IN I EXTRUDERSLORIDFAINT. INC. SANFORD FL. TITLE:
SLIDING GLASS DOOR INSTALLATION
WITH- 48 SCREWS . DRAWN
BY: BB APPROVED BY: ATE:
12/17/01 SCALE: NTS jDwr, #FLEX0027 SHT I OF 0
FLAN: 1692
VANGUARD/FOX & JACOB
GENERAL NOTES
I. DO NOT SCALE THESE PRAWINC75: WRITTEN DIMENSIONS AND NOTES
SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS
IN THE PLANS BEFORE BEGINNING WORK.
2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL
BE THE RESPONSIBILITY OF THE SUB -CONTRACTORS. EACH SUB -CONTRACTOR
SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER
QUESTIONS PERTAINING TO THE PRA04INC75 AND/OR SPECIFICATIONS.
3. IT 15 THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE
2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY,
COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS
AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK.
4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND
PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR
REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE
OF WORK.
S. ALL 34"X22" AND 36'X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0",
EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE
DRAWN TO I/8' = 1'-0". ALL IIXII PLANS ARE DRAWN TO THE SCALE
1/6" = 1'-0*, EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS
WHICH ARE DRAWN TO 1/16' = 1'-0'.
034, GARAGE DR WIND LOADS
BASIC WIND SPEED - W MPA (FASTEST MILE)
110 MPA. (3 SECOND GUST)
WIND IMPORTANCE FACTOR . 10
WIND EXPOSURE CATEGORY B
APPLICABLE INTERNAL PRESSURE COEFFICIENT t 0.18
INCLUDED IN DESIGN WIND LOAD)
DESIGN WIND LOADS - WALLS -22 . -IB PSF
ROOFS -20 . -20 PSF
30 PSF AT OVEWANGS)
ORLANDO DIVISION
SHEET INDEX
SHEET NO. SHEET NAME
C - COVER SHEET
Al - FOUNDATION PLAN, WALL
SECTIONS, FOUNDATION DETAILS
A2 - FLOOR PLAN, INTER. ELEVATIONS
A3 - EXTERIOR ELEVATIONS, ROOF TRUSS
LAYOUT (A3-B.1: 'B' GABLE DETAILS)
A3.1 - STRAPPING SCHEDULE
A4 - ELECTRICAL PLAN, ELECTRICAL
RISER, PLUMBING RISER
A5 - PRECAST LINTEL PLAN
A5.1 - PRECAST LINTEL LOAD TABLES
S1 - STRUCTURAL DETAILS
S2 - STRUCTURAL DETAILS
ENGINEERED BY: -
VANGARDI WRRISAMEFOX & •JACOBS EN NEERING
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PIAOCININT FINISH OVER
WINDOW LIMIT PRECADT LIM NW • S h' CANC. OLAAB DV py BLOCK pYS DODELSWEN • FT OR GREATER FIDEIREDM OVER • SHLLM LOCATIONS
MR. VAPOR BARRIER ON FOIPOATION PLAN
FIBERPIEDM OVER • CONC. SILL OVER TEA'OTE•TREATED.
MIL VAPOR BARRIER MASONRY FINISH OVER DELL CCrPACTED FILL Qy
OVER 1ER197E •TIRlATED, Ay O•I BLOCK SVS DOSELD
DELL CQP'ACTED FILL
E
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VAPOR BARRIER OVER 6 1'SL VAPOR BARRIER 1 • S REBAR CONY,
OVER TREATED OVER TREATED C4PPACTED FILL !M. CONC. SLAB UCPtPACTED
FILL D,V C FIBEIQr'EyN OVER -O•D LAPELt1 • & REDAR CONY. VAPOR BARRI/ FILLED IWOVERTERnrtE•TR/Vy CANT.
r.:GRADE SELL CC*PACTED
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NDRIL BAR
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TAPGON: ))ID' •roc
EXP. EIOLT:w- • AD' or-
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LBR LINTEL BEAM REINFORCING
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1-w- 046 LBO. VI•
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OOHHAHAL DERVICE IJTI
INCOBTRE&)CJEE Pita • EC1k T-
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I
EXPANSION BOLTS: RM"
LS PIDoaIGt
I.OLILOLPM
pST RRAAFRIL--
aOmOl r kYw?' 1Y9 MAXIMUM
SPACING OF FILLED CELLS UNfAIANTED
CELLS THAT CAN RESIST A 100 HPA LOAD DESIGN
WALL PRESSURE I • 22 PST IAXIMM
ALLOWABLE TENSION W WILLOW CORE LIMITS IS
25 P.S.I. - AC.i. ST TASLE III SECIIDI
PROPERTIES O' PARTIALLY GRANTED WALL •
9S4Y OASONRT STRIICTUKS N • •
1.1 PB. S • v.L.l S12/ BIT • 95.43 .1 • 1&4 F1. UK
IT-W NOMIL SPACING - 9'-4' CEILING HAIL WS • L7 USE &'-
W MOIL SPACING - 10--0' TO I2'-W CEILING IIAI USI &-
00 HORIZ. SPACING - IV-D' 10, IV CEILING NAIL 1 ADD
LINTEL V) (I) K LINT. S 9'-4' MGT. N•i- B') DETAR.
DENOTED RIPE PAD&
DU, THROW6G41 DETAIL DENOTE& PPE STET
GALL PAS860 T)CRg4'iM FOOTTNC• SLEEVE
SMALL BE fi1SC1RED
DOIm 7 SUED LAMER THAN SLEEVE SMALL DE AROIlO
PIPE PIPE PMJOM6 T)p0A911 _ % 7 STIES LTIRGER SLEEVE \
L/lnLW PO°E PA58M
THROUGH 1 / •
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1 A3-91 (ELEV. '
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S.iJa.+ FOUNDATION SCALE • mr. r-O•
THIS
STRUCTURE HAS BEEN•DESIGNED
TO MEET OR EXCEED THE 110 MPA 3 SECOND
GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE
2001 EDITION. WRRICANE ENGINEERING 407) 774-0003
TA! (
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ROOF TRUSS LAYOUT 'B'
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NOTE: SEE TRUSS NT &'S ENGINEERWs AND
LAYOUTS FOR TRLSS•TO•TRUSS CONNECTORS
ROOF TRUSS ANCHORAGE:
MOTE,
UUSE W TYPE Y• (OR I MTZO:M GABLE TIE) NOR TRL9e TO FRAME
WALL OR BEAM CONNECTION UMLE96 NOTED OTIENUM fUNO)
J) USE fV TYPE •A• (OR INERCRANGABLE TIE) FOR TlftW TO BLOCK
WLALL CCIB@CTION fYNOJ
I) LW ENUQ•-N (OR W1EW MAMMABLE TEPOR ALL JOOT MAMMA
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48• OA: Rae" CENTER OF TNMI "
SEE PO&T &TRAPPN&
ON VL AND bd FLR
FWA U9ATC EQMNALENT MAY BE &MTITYIED
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BASED ON NATIONAL DEOW04 &PECULATION&
POR WOOD C"TRICTIW FROM
TABLE &!c - `MAIL& AND SPIQe
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ML SNP_AR VALUE fb&)
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A METAIB CONCRETE STRAP SBGGI gb03 I) I 14-lOdxl.S";(2 I 10-Ibd 1500 14g5
B H5 HURRICANE CLIP NER 3g3,422,432 4-8d, 4-8d 1485 455 265
V,
LOAD CABLE MODEL Ib91
A ITITY EQUI ENT OREAKER CONDUCTOR
I RAWA 40A VP B Am
1 1 DRYER 30A NP 0 Sy00
1 D04090t 10A UP D um
I REFOGERATOR 10A UP D 540
11 1 DISPOSAL 20A UP D 540
I I LIIISIER 10A UP 12 5w
1 1 STIALL APPLIANCE 10A UP D MW
b bCeVM LraM bA UP u bow
I 1 GARAGE DOOR ODDER bA UP u 5"
1 6 PADDLE FAILS (lb) bA W 1/ 500
SLB•TOIAL OlA11S) 30NO
1 ,L IVAW L14115 AT WX IDA00 WAITS
RETIANDER 40% "? LWTIS
A.C. 3000 UAIIS 3~ U4115
TOTAL 11,61.140 WATTS
TOTAL LOAD AM S 88.0 NIPS
SERVICE Siff 50 N435
2 / 0 SER CABLE
ELECTRICAL LEGEND
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8F12-1B/1T 8RF14-OB/1T BF16-1B/1T BF16-OB/1T
LINTEL SECTIONS
tAST-tacre,692 LINTEL SCHED.
LINTEL
NO. LENGTH TYPE COMMENTS
L 1 17'-4' 1 8f12-IB/1T ALLIED LINTEL: A-13
L 2 7-6' 8f16-IB/IT ALLIED LINTEL: A-5
L 3 7'-6' 8r16-IB/IT ALLIED LIN7EL1 A-5
L • 4'-6' 8r16-DB/I1 ALLIED LINTEL: A-3
L 5 4'-6' 8F16-08/17 ALLIED LINTEL: A-3
L 6 7'-6' 8F16-IB/IT ALLIED LINTEL- A-5
L 7 4'-6' 9FI6-011/I7 ALLIED LINTEL: A-3
L 8 4'-(,' 8r16-DB/I7 ALLIED LINTEL A-3
L 9 41-6' 8m-08/I7 ALLIED LINTEL: A-3
L 10 4'-4' BRr14-011/I1 ALLIED LINTEL A-3
5 RE AR AT TCP
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TYPE DESIGNATION
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A5
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NOTES: I I CAST-CRETE SAFE LOAD TABLES
MATERIALS I FOR GRAVITY. UPLIFT ON LATERAL LOADS
L Vc precast lintels = 35DD PSL
2 Vc prestressed 1•nte1S = 6000 pSL
3. Vc grout = 3000 psi w/ noxwnn+ 3/8' oggregote.
4. Concrete nose ry (snits (CHW per ASTN C90 / nin:n.n net area compressive strength = 19W pst
5, Reber provided in precast lintel per ASTN A615GR60. Field rebor per ASTN A615 GRID or GR60.
PrpStress'ng strand per ASTN A416 grade270to. rNoxotion.
7. 7/32 wire per ASTN ASID.
8. Mortar per ASTN C270 type N or S.
GENERAL NOTES
1. Provide Full nortor head and bed joints.
2 Shore Filed 1•wntels as required. 3 Inst011otion of lintel rust comply with the architecturaland/or structural drawings.
LlntelS are nonufoctured with 5-1/2' long notches of the ends
to occonnadate vertical cell reinforcing and grouting
ra Alllintels neet or exceed L/360 vertical deflection. except Iintris 17'-4' end longer with a noni nal height of 8' neet or exceed L/181 6
Botton Field odded rebor to be located at the bottom Of
the lintel Cavity. 7
7/32' doneter wire Stirrups ore welded to the botton Steel For nechanicol
anchorage. B
Cost -in -place concrete nay be provided in conposite lintel in lieu orconcretenosonryunits. 9.
Sofr load ratings based on rational desngrI analysis per ACI318andACI530SAFE
LDAD TABLE NOTES 1.
All values based on nininun 4' bearing. Exception Sore loads For unfille lintels
roust be reduced by 207. iF bearing length is less than 6-1/2'. Sore
loads for all recessed lintels based on 8" noninol bearing 2.
MR. = Not Rated. 3.
Safe loads are total superimposed allowable load on the section spec;F-m 4.
So Felocos based on grade 40 or grade 60 field rebar. 5.
Additional lateral load capacity can be obtained by the designer by providing
oddiewal reinforced nasonry above the precast lintel. S.
One 27 rebor nay be Substituted For two 95 rebore in 8• IintelS only. 7.
The designer nay evaluate concentrated foods Fron the sore load tobli by
calculating the noxinun resisting nonent and shear at d-owoy Fran face
of support. 8.
For conposite lintel heights not shown• use safe load from next lower 9.
All Safe loads in ur.ts of pounds per lineor foot. 8"
PRECAST W/ 2" RECESS DOOR U-LINTELS GRAVITY
LENGTH
17PE N"m` w 1G- a p11L
w• w win wn•-n wo-1 o s- w7 n 4•-
4• (52•) PRECAST ell 3063 Lea¢ 39l4 a" 90• 6 I.
n 027 3412 am 6072 7%1 16 N079 4•-
6• (54')PRECAST 1357 1449 27W 21q 3600 4407 U75 L26s 1102
3.12 Nit Mfg 79.7 rot de70 5'-
8'(6s')PRECAST 7q sOQ
so 1550 LIM 25" 3075 3m IIST
2162 a)• 672 Slt le14 eons 5'-
10'0D•) PRECAST 135 77!
150o 14 9 19e4 2400 M76 2 1103
20a1 MIS 6472 1 6316 5650 6411 6"-
8• tB0'> PRECAST 022 70)
N77 2l33 tan 3223 3072 o322 7a)
16» 2'933 dlle 67]0 0171 in7 T-
6' t90') PRECAST 66! 1377 Ow I95s 24% 21d4 N79 7N
077 2321 3609 Saw 6626 SIX 9•-
8' (116')PRECAST 7)I an ON 3 IN2 161d Bet 7S
We jr.e) 179 xIVI1 3595 2975 8"
PRECAST W/ 2" RECESS DOOR U-LINTELS UPLIFT
LATERAL 17PC
LENGi, wd•
n w6-
rn win
wrr
w1•-
1 as
will
rr
1
rr-
r t6.
1 is-
r ow '
a' se
a" BRr6 52 )
PRECAST 1244 1!» 2.13 32sa 61N o%7 5025 9]2 ION 1?•
6 1519 339 T» 00s e30 x% 54')
PRECAST It92 1507 2311 3121 3937 4736 SS77 0 3 a" Ilse
NS5 224e 30% 3037 6.3 S.SS d. (
69')PRECAST 6•
117? I79s 2473 5 3609 3n 501 924113? 17.1 2357 2970 3603 423e 70')
PRECAST 1139 1702 PM 2%S 3501 1% 469
449 VI!6 tole 1690 220B 2" 3491 106 80')
PRECAST 77B e02 1513 x4? 2573 3107 362 B3, 1100 19
956 148 1997 2501 3M 7563 S (
9p•) PRECAST 6p N) 177! 10ID 22W 2753 3227 l0 aol LBeaotlate1762227369031571161)
PRECASI 533. 433 1 eW 1 11?3 1 1.13 11 Ras 1795 sit 914 373Set1M0911349117201MIND50VoREDUCE
VALUE BY 15% FOR GRADE 40 FIELD REBAR 8"
PRECAST & PRESTRESSED U-LINTELS 8" PRECAST OR PRESTRESSED U-LINTELS GRAVITY
1
29-1 r-12'-10134')PRECAST9tM lao7? 1117t7-6•I12•)PRECAST 7TS B63s 9ao7 90"
Iao72 11s364'-0•(4s')PRLCAST t32! 26% 347 R 541D 6394 733s2666 603n9asta900410672IN364•-
6•(54•)PRECAST I 1797 M13 2617 3N3 1.9 aft 5644 21»
4ef SO" 752s 900• 0472 96" 5'-
4•t64•)PRECAST 1227
LIM M9 Mali, 202s 3M 3oN1665 290 50B7 i096 5400 6426 f450S'-1o%W) PRECAST 1No IM 1674 IM9 2304 2721 3137 Im
24" Good 5450 4437 sm wn PRECAST
kS5 NN 3263 2746 3350 3971 45e3 1251
2101 ii% 3240 7134 s!9! 6e9D 7'-
6•[90•)PRECAST 767 t029 1» Lass less t639 2es6 3113 1a"
1675 x10 20" 55% 6413 W47 q-
4't112 )PRECAST 573 2V 169101469 am lac ind 2027 6B
121t Ins 2544 3469 4100 M" l0'-
611261) PRECAST 456 02 eel 1125 1 "S 1122 I2" Isis fim
de! me 1 20" t774 M30 244 11'-
4•(176'> PRECAST 445 StN 935 I30 1934 Maas 1 1793 2075 S"
935 1365 1934 1 ?•dl 1 3355 40.4 12"-
D'[NI'> PRECAST 4N 5d5 M• 0.1. 16VI9 2070 1!n Isis 53!
BN 12S• 1693 ml 2932 3390 13'-
41160> PRECAST 362 27 7x 1D29 13M 1635 I224 I.IN as
7.6 ton Nis Tess 2363 2920 11'-
O'II68'> PRECAST 33B m NB 919 INO Not of I260 455
700 1003 13Z 1710 VW 26" Id•-
B't176'>PRESIIKSSC NR. Wmi
I4P W 00 M M ts
745 137D Laos 21610 Des 3763 IS'-
4. /104•)PRESIRESS[ MR. me
he I26 I we Nt ke Mt o2O
693 1250 I855 2370 L0% 1 3.10 ir-
o'(2W)PRESTRESSEI MR. W W IR we we NB a MD
530 950 low 1900 2nD 2601) I91-
4'(?3L-)PKSTKSSEI MR. IR M we me IR me a
sap 730 IM 1.00 1720 2030 y-
4.1ZW)PRESTRESSE NR. Mt 1R w w IR 1R 1R W
330 61D ea 134D 17e0 go 2Y-
Vt264•>PRESIe[SSE MR. M a M a M M w N,
300 570 Bn 125D 1"0 1970 NF.
me on OR IY R F.E.•-0•(2BB')PRESIRESSE 130 240 670 7x 103033 I6tD UPLIFT
LATERAL TYPE
re -IT r12-1 Arlo AH ro-I 2r1 2-1 BID rs-2 N- M•21 2P2 to-2 20-2 3?-2 PRCCAST
2717 2979 pl 3332 6569 VIVO loss 2021
2R722N10n2*-10134') PRECAST
tns 22e9 3m 42)a sm 62ao 71122W mSM&S 12! 5091 6%1 7036Io"194/9 PRECASTLeas4S3R S3VI?624! 93B 938 1979I'I252750 73s3 6422 526• woo 6'(
54•)PRECASi 16" 1762 rx7 3e57 401e 4767 5525 727 727 M"
27DS 2475 3111 M3 4Ss SoD6 5'-/ (
64') PRECAST 171..
1a6 MID 2741 3375 0111 W SDS 1793N3) 20M xn 3293 3M M 505 5•-
10't70•> PRECAST 1212. 1357 Isla LAS 30Nd 36t3 4247 4is 419 127tVMS1Is» 461 3010 op S4pIs 6'-
6't)B'>PFIECAST list. 12o0 it" 22S0 2n9 3290 392 Di, 007 1141Ilsttwo217RZooms>21L 3»2 T-
6't97)PRECAST 95" 912 16751914 2]64 2797 3240 591 657 1't01021164,16 H07 2331 2»1 3265 9•-4•
tt12')PRECAST M.61? a 9 IS" IM216d 454 630 ON75S 1162IS501IslaL2)1 12634 10 -6 [
126'> PRECAST 16' 4" M W27 le"1.96 Irn 396 493 726 Us
1009 1399 1711 2036 t359 11'-/•t136')
PRECAST 6da• 639 696 B99• tied 13" 1515 363 556 666 S35OSIt9S15" leis 21e11 12'-0•
t144') PRECAST 607• 40 631 sLL am 1106 1372 340 494 631 Tass01! 120e ISI6 it" 20e6 13'-41160-)
PRECAST Soo. 532 fix Boo I n53 302 390 5;* 6e2MIND0016371997N'-D:
168') PRECAST 31s 4" L35 779 we II63 286 36D 629 972F&77
15671216
14'-BY176'>
PRESTBESSCD 6" S91
R7 9" MR. 357
Set Batlo911742qeSS3
s01 9?!IS'-491B4•>
PRES111ESSCD 327Ir-4't20r>PRES1oESSCD 1-270rZ176, 5427% Most 1676 361 464
Ln 74 R255 669 449112113e9313al
57s 1 NR. 20/ 303 5509a116D4.1?
S6')PDE SIDE SSE ass IBL 2)9 336 633 SI2 590 M R.W142
212lit677ti! 07 ee3 22'-Ot26d•)
PgESiRCiSC Lao IDo 26N 343 ate 493 us NR.137 203Y2q76071Tao7SIS2+'-Ot28B')
PR[S1RCS5[ tdA. Ito 96Do53.47 Ise
290
d(R s bee VI» REDUCE VALUE
BY 25% FOR GRADE 40 FIELD REBAR Kinrrc. I
ALLIED LINTEL TABLES MATERIALS & INSTALLATION
1. rebar
in precast UntN GR60 per AST" A6 Z. rebar
in poured bean GR40 per ASIR AST 3. Pc
for precast lintels =4000psi 4. F'
c For Field concrete =30DOpsi 5. concrete
neso ry units per ASTM C-90 no -t
ar perASTM CZ70 type N or S colculatons by,
Richard O Newnon. Pi.. Rlddlr-Mr.
non Engineering Inc. 7. shore
oil Connposite lintels 4' DC- B. all
conposite beans calculated with 105 in top
or been 9. Sofr
loads based on nor wl 8' broring 4' niniwa ).
10. all
toads shown in pounds per linear Fee it. for
to theS not I'.Ited use next longer I" Tar
So Fe loud FIELD REBAR
J 9
OR 40 CM leiD
t.
Q V
CONCRETE
FILL 4D m
AFIELD
REBAR n 9GR40I-SWACTIIAL
ALLIED GRAVITY
SAFE LOAD TABLE FOR B- CONCRETE U' LINTELS LINTEL NO
LENG7 s'xr u11FI1LED s'xs' rxuD s'xt2' f11LD 8'116' FILLED s'1t2o' n um
s'x24' nwo 9'12s' n ULD
10'132' 1110 A-1
2'1D• 6549 6257 10125 12M 1201110 12000 12000 12000 A-2
X6• 3938 385E 5237 9552 11440 12000 12000 12000 A-3
416' 2191 1974 3367 4616 fife& 7269 8601 9924 A-4
5'ID' 1129 10811 BID 2493 3336 3913 4637 53W A-5
7'6' 902 ID56 1944 2542 3294 4029 479D 5522 A-6
9.4 656 636 1112 1534 1994 2436 2902 3346 A-7
Sin- 499 483 847 1171) 1522 1857 2217 2556 A-8
11'4• 502 612 1125 15M 2002 2455 2931 3399 A-9
12"s• 421 489 901) 1224 1684 1%11 2360 2721 A-10
13'4• 393 419 774 1053 1391 1692 2024 ' 2341 A-11
14.0' 34E 373 690 939 1233 1510 1808 2091 A-12
WOO 309 334 619 042 1109 1352 1624 1979 A-13
17.4• 272 295 436 fin M988 1189 1360 A-14
1914• 250 395 4% 050 1138 NOB 1699 1990 A-15
2C0• 225 365 473 7B4 I062 1 1300 1570 1831 ALLIED UPLIFT
AND LATERAL SAFE LOADS FOR B' CONCRETE UNTEL NO.
LENGT s'Its' ew s'x12' s'1(IL' D'ar &In&' UM- - fAltD
FRIED MLIED F1LLE0 num) U' LINTELS
s'x2s'
B'x32' IATEitAL LOAD MUD FILLED
no FILLED A-1
2"10• 3096 3150 9194 Tom Tom 10000 I0000 10001) 4409 A-2
X6• Son 1876 5445 loom loin IOOOD loom Some 2592 A-3
416• 101E 1051 4224 5900 8203 9440 IOOOD to= 1415 A-4
5110' 575 603 2380 3319 4300 5303 6766 784E 777 A-5
7"6' 345 370 1421 1978 25W 3514 3667 46M I A-6
914 228 252 934 12% loos 2069 2542 29/7 3 A-7
106' IBS 209 756 1049 1341 1662 20125 2347 A-8
11./• 303 333 652 917 1170 1452 1751 21128 A-9
12V 247 282 615 760 1 I232 1464 16 A-10
13'4• 253 2W 510 703 092 1109 1303 1 329 A-11
14V 225 324 473 652 824 1021 11% I A-12
14V 191 219 44e 609 769 955 1106 1280 A-13
Ir4• 145 253 351 483 605 75S 942 974 A-14
1914' 184 214 309 420 52S 657 715 826 A-15
20V 174 203 296 40 504 1 IV 680 786 198 sheet: A5.
1
OF:
BLOC AKI REC2IIIRED: PROVIDE 2x4 BLOCKING W THE FIRST THREE
FRAMING SPACES AT 48' OL. REMAINDER TO BE BLOCKED AT
9G' OL. OR RAT RILL
FASTENINGS: FASTEN FLOOR SNEATNWG TO FRAMING W/ Dd CONPIONS
OR 9d F(OT DIPPED GALVANIZED NAILS • THE FOLLOWING SPACWG.
U &' ON CENTER AT ALL PANEL EDGE FRAMING
2) 12' ON CENTER AT ALL INTERMEDIATE FRAMING
FLOOR FRAMING
SNOUN • 24.0.C,
BLOCKING O 48'
O/C MAX. IN FIRS
THREE FRAMING
SPACES / %*
O.C. THEREFORE
FLOOR BRACING AT ENDWALLS
HM. F A BLOCKED DIAROIACIT ZOE 16 CALLED FOR ON PROOFPLANPROVIDE7.4 OLCCKNG • ALL PLYIIOOD PANEL EDGES G
MAIL& 4 4. Of- FOR BLOCKED DIAPNOAC/M ZONE
Od MAILS AT ' OC. 00
Od NALS AT 4' OC. OR
Z
EOIIALNALEM
EOYALNALENT PN EMATIC PNLEMATIC MAIL AT
VIAL AT SUPPORTED EDGED p DUPFORIED EDGE& AND
AND BLOCKING AND D' OC. D' OC FIELD FOR OTHER
FIELD FOR SHADED AREAS AREAS OF ROOF
O
VM' See SWATHING I •. OR Vr CDx TYP. .
4'-O'
f
RSN ROOF SHEATHING NAILING
PATERN DETAIL
P.T. 2X6 IUD VZ• DW, 'l BOLTS • 40'
MAX IY 6' NM/N EMBED. tTTP)
L fuss
P.T. 7X4 FILLER
CUTMA6-IEISILMALS
P.T. 7X6 W Vr
DAMt'X 001.76
40'MAX W6'
MIL EMBED. (TYPJ
DETAIL- TYPICAL JAMB FASTENING
@ OVERHEAD GARAGE DOOR
SCALE: NT.S.
I NAIL INTO 7 NAL& INTO
TOPPLATE TOPFLATE
4•-O'
Cr W e-10d MAL&
4 WALL OTUD& N HEADER
Y' IV H-IOd MAILS BEE COIECTOR CHHARTpOTTOMOF (FADER OCNECILE Ff:R TROD
STRAPS)
DOUBLE TOP F'LAIE
HEADER
7) NO W Ur CDX FLITCH VI' Om onCOX
EXTEROR SHEATHING
HALED IV I" GALV.
4' OC. EDGES AND
O' OC FIELD
HEADER STUDS 2.4 P.T. WALL STUD W
3) Iq' DNA ANCHOR
SOLTO TO BLOM
FILL ID.TMWALLSTUDS
MO CO ECT
J
IEQARED y
W
T
V)' ["A . rANCHOR
DOLTS E TBED 6' Mftuzz:. INTO FOUNDATION W
Jl r w 064OOEpD.
LOCATED WITHIN W OF
EACH END AND 37* OC
Cr W 10-1EIS HALO • DOtTOM MAX ELKIMERE
OF OWLI N HEADER SlUD 2a4 P.T. DpTTOM RATE
Y OtRAP EVERT OTHER ETD
TYP. FRAMING A CONNECTIONS FOR OPENINGS HA
MILL ePACNG 2 MTT
IAERNEMATE M 4•
FRA16G
WS
EXTERIOR WALL
SHEATHING NAILING
PATTERN DETAIL
TOP PLATE 6
OO DIEDowFLOOR
TRIM • 24'
OC MAX
MDSP.AIN
16' 01C. &TIP
SPAC6G
FOR WT. am
3T P.T.
FLAT!
BPBpLDCNE
TOAL FLOOREINTIMMTOTOP
ANORA PLATE W r
CO PEMW MALA
ap cm ONE am
POI THE OTIM
DETAIL- INTERIOR BEARING WALL W/ NO UPLIFT
CEILING BEYOND
DOUBLE TOP PLATE
SIP901 OP4
AS OCIIN
OLCCKO. DEE
GABLE END
PETAL
7.4 OtID6 AT 1-
OC. MAX
SI PSON LOTA 30
AT HEADER
O.0 LINIEL
FADER FILLED W
tUe CANT.
WILL
ENITRT ISEEPLAMNFORCNG
60PSOIN SP4 102- ANDDR
BOLTAS MOWN
ENTRY FRAMING DETAIL
ICOD TRIBE
STRAPPED AS
TRUSS LAYOUT
7-2x4 TOP
PLATE
IDOL A
7.4 &T m
16' OC
PLATE ANJRORQ
EVERT OTHER
STIR tTYP. STUD
G BOTTOM)
1021 x &'
E
LTSNDIONPir
WALL
TD
KW FRAMING do STRAPPING KNEEWALL OVER CMU.
09
WSE REQ IR EPEMTS APPLY W EH
IDO W DOOR IMANPACTTDERD FASTENING
ETIOD ID NOT SPECIFIED.
V MAL W )OS Du OR LEAVER PCOER
NAILS 0' PC AND r MAX FROM ENDS
TYP. W r MOM DM9E0'ENT INTO BLOOX
2J ALDO ADD WW' DIA SELF TAPPING
COC. ANCHORS THmI WODLWN DOOR
FRAME EIGHT (M ICAE6 FROM ENDS
MAIL AND FORTY (40) bC EO MAX
ON CENTER W Or MIA EPI EOPENT INTO
BLOGX ATTACH WINDOW TO BUCM W
MO OCRE11i10 MAX W OC AND MAX 0'
Oft AND MAX 6' 01C FROM ENDS,
LLTET6NAtE)
U INSTALL WW DIAMETER SELF TAPPING
CONC. ANCHORS EMR (W INCHES MINX
FROM ENDS AID 74' ON CENTERMAX
W Or nm EMBED. INTO BLCCIX FASTEN
CIDOWIDOOR TO PT sue" WITH MO
BWEWB D' DING MIAX AND MAX Dr FROM
ETD& W r MIA EMBED. INTO BULL
TYPICAL BLOCK OPENING DETAIL
ROR M SWDE FASTERONG AID s PS RM W
TILES LAYOUT
no- OLOCKM
Al' TMDDPANN
1&' OG &TLD
SPACM
Rm WT. EINIXY! CALL
EMfERT OTERTOP
I SOMOM)
vrXIT Ego.
am" 6
3r OC
I(p IFRAMING & STRAPPING: INNER. BEARING WALL
I=
STRAPPEDA& SNOW
ON TJOU S LAYOUT -
7) 7X- TOPPLATE -
DSL 3m HEADER
FOR 41.6' MAX
OpEMMNKI VOL 2XWHEADERFOR6'-V
2x- EL000NG
AT MD -SPAN
lb'OC- WILD DPACI S
ROR NT. SRIZ FRAME WALL
0 PLATE AMC OR EVERT
EVERY 004M &TD MPJ SLAB
DRPANDIO/ BOLT
ANCHORAGE w OG
BWD FRAMING TRAPPING:
INTERIOR BEARING WALL ® DOOR
GENERAL NOTES MILJor-j
Z IC.
GENERAL jw i 2Will
t LIVE LOAD0.
ROCF. 2Op.l FLOM 4Op.t STAIIO 4Op.T l 21 A
7. WIND SPEED e0yn NK grLs z + a
3. ALL W OOK TO SE N ACCORDANCE WITH TIE FBC. )001 CHAPTER r. v f :
4. OLT ILM,.DI CHANGE& APPROVED DT THE DGDEER ORLWL OE PEP"ITED. Z If `
CONCRETE : W
L ALL DOW TO BE N STRICT ACCODANCE WITH THE AC) 30
2. MMIX DEOUM CJOTERIA.
ALL C0WCMIE TYPE I PORTLAND CEl'E)R. (ASTMI C 130)
CCMPFEOeIVE &TI DGIH • 70 DAY& ONALL BE 2WO ppII FOR
BLAB& AID FOO'I6NG& AD IOOO pI ELDEW ERE fUON2
IM SPECIFIEDWATER-LE3ME,n RATIO eY OEIGNI FOlLOIO.
CPPV-MB ENT AIN ENFLCCOEMorm1PeC40IRA/ED CONCRETE
OTRDi'sTN (Pei) CAI'll CONCRETE
7DN10 O., 0-%4
3OEO ISM OA&
SLUMP -SLAB ON GRADE S'
OTHER 'Y
WATER . POTABLE
CHLORIDE . HONE
3. PNOVIDE HOPPIAL OEGMT AGGREGATES N COMPLIANCE WITH THE PEQAREM00116
OF AST" C 33.
A. FIDERRrIESH FOR SLAB TO BE AT A RATIO OF .,S LB6JTARD.
FOUNDATIONS :
L FOOTING DEOICM DAMP ON M IMPWIM ALLOWAISLE OM BEARING PRESSURE OF MOO POO.
X F FOOTING ELEVATION OCCIFD N DISTURDEDONSTABLE OR UNSUITABLE
THE ENGINEER SMALL BE NOTIFIED AND NECESOART AIMABTEI(TS BE MADE PER NO NSTRCTIOL9
X PREPARATIONOF THE O BGRADE TO FOLLOW RECOTEHDATC90 AS OUTLINED
N THE CE07E004l'AL REPGITI. e01L
4. STEPS N WALL FOOTING& SMALL HOT EXCEED A SLOPE
OF (I) VERTICAL TO (I) HORIZONTAL.
O. CAUTION SMALL BE USED L1EN OPERATING VIBRATORY COPPACTICH EGLMRI HAT NEAR
EXISTING STIRCTURES TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE.
MASONRY:
L DESX#t MATERIAL AND W.ORKMANWP SMALL BE IN ACCORDANCE WITH THE AV STANDARD
BUILDING CODE REQAFEMENTS FOR COCRETE MASONRY 67RCTU RED ACI I-WACI 530)
2. CELLS INDICATED TO BE FLLED SMALL BE GROUTED WITH 3000 pNH CONCRETE. (0• TO W SLUMP)
3. PROVIDE 35' LAP FOR STEEL • ALL LOCATIONS.
4. ALL CELLO ADJACENT TO COI+E1116. END OF SHEAR WALLS AND UNDER CONCENTRATED LOADS
SMALL CONTAIN VERTICAL A£6IFGID0. AND SMALL BE FILLED WITH CONWETE.
S. CCWAMTE BLOCKS SMALL COMFOFIM TO ASTM C•OO (70 DAY STRENGTH 2000pIU (Iti.BOO psi).
LAD N 1001RY DOD.
6. MORTAR SMALL BE TYPE M.
L ALL RE -OARS SMALL BE GRADE 40 INLESO WINO.
WOOD :
t ALL WIOOD FRA'UNG AND PRE -ENGINEERED GOOD TIMWO ONALL BE DESIGNED. DETAILED. AND
FABRICATED N ACCORDANCE WITH THE PROCECUIES AND REOLINET47176 OFTLORD N THE LATEST
EDITICH OF THE NATIONAL DESIGN SPECFlCATION5 FOR WOOD CONSTTNCTIOX
7. THE OCOD TRAMS SMALL BE OOZED AND DETAILED TO FIT THE DIPENIMOS, AND LOADS INDICATED.
ALL DESIGN SMALL DE N ACCORDANCE WITH ALLOWABLE VALLED AND OECTION PROPERTIED
ASSIGNED AND APFFIOVED BY THE BUILDING CODE. DESIGN CALCLLATIO!! &KNED AHD SEALED By
A LICENSED PTILFEMIC NAL ENGINEER ARE TO DE OIBIMITTED TO THE ENGINEER FOR APPROVAL.
3. PER TA lDn B RIOGO. PBRPE DIOILAR TO THE SPAN OF THE T1086E5 SMALL BE PROVIDED AS
REQUIRED BY THE TRUSS MIANUFACTU ER. TRUe& MAN PACTLiER SMALL PROv% E OTATEMEUT THAT
BOTTOM WORD OF ROOF lIkOWS ARE BRACED PLOW. UPLIFT CC DITTCM
4. FOR &TRUCRRAI LUMBER PODVDE THE FOLLOWING GRADE AD SPEWED .
BOUT1EMA PEE SJIEACEO DRY USED AT FA MAX K C. GRADE M02 OR SPF6)CE POE FIR
SOUTH GRADE M02
S. PROVIDE GALVANIZED METAL MANGERS AND FRAMI. ANCHORS OF THE OOZE AND TYPE
REta*E)DED BY THE MANUFACTURER FOR EACH LSE ICLLD60 RECDMIENDED MAL& (MN"6
COPOECTOTa 00 EQWALENT)
6. ALL BOWS USED FOR WOW CONSTRUCTION SHALL BE A P'URUM OF IIr DIAMET A AD 6' N
LENGTH (ASTM A-311)`U) WITN POOL, 1 IR' DIAL DIALER UND
L PROVIDE FRAM IG MEMBERS OF OOZES AND OF SPACINGS OOIDOK OR F NOT DHIDWII COMPLY WITH
L6WTI G STUD WOMI& CHART. Do NOT SPLICE STRUCTURAL TMETMBERS BETWEEN SUPPORTS.
S. ANCHOR AND "LING AD BNDNI AND TO COMPLY WITH TE RECOM'E)DED MAILING SCHEDULE FROM
TE STANDARD BULD60 CODE. LATEST EDITION.
IL ROOF 5WI ATUG.
Vr' OSB OR Vr COX
SEE DRAWINGS FOR MAILING PATTERNS.
VERIFICATION OF FIELD CONDITIONS :
L CONTRACTOR SMALL VERIFY ALL FELD CONDITIONS AND DO'ENOIOp RELATIVE TO WM WERE
THERE ARE CONFLICT& BETWEEN ACTUAL FIELD CODIT100 AND DATA PRESENTED N IE DRAWINGS.
D1xH COD(TWNb SHALL BE CALLED TO TE AIICWTECT'0 ATTENTION AND NECBDDART APAI&TMENTO
MADE PER HIS WTOCTIONS.
X FOR ACOR BOLT& USE WLC0ES OR EQUIVALENT to-36 OR A-301 STEEL)
J% PROVIDE 3T4 BLOCKING ON ALL ODES OF TIE 0=09 VET(TO WITH Od MALO AT 4' ON CODER
TOP PLATE
1 ROW OF
2x4 SLOCKNG
CABINET
PETAL FRAME WALL
O-BLDOOGBeTOEENOTND&
V DETAIL ' TYP. BAR TOP
7 - DW BEAM UNLESS
OTHERWISE MOTED ON FLOOR PLAN
i- P AN CICQ BOLT
APILMANGEIR
PERK PT AN O oR OR®
SEAMBAR
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TO EAU" TIRIS&
PEFIDER DVA
Ma NAILS EA
To EAU" TRWS
MEPTBER
ROOF lam
CHI -,N
4-11,0111" SOLID
ROOF TRIES c" OR VY COX
FRAMING SECTION 7HRU CHIMNEYCHINTERIORCHIMNEYH
@ATERIOR CHIMNEY DETAILS
UPLIFT E IT NTS16 NDL IOd INKS NDL I OF WIS
m TRUSS STRAPS TO PE.V.1. TAPCDd TO DU
NANWAETUAER ISDPSDD EADI STRAP) QADI STRAP)
0-731 I 7 4
1460 e 7 4
F AN •A• STRAP pP105PLACED
OR FPiDOflEM AFTER flE
1100D TRUSS
YDIU
I
70Go. GALV.
ND T Ru
ALL \\\i\\ T56
LNTEL BENT P (U 9
ATTACH TAPCab
EVERY ODER HOLE
NOTE. TAFCOTO SMOLILD W 66TALLED
N STRICT ACCp01MAMW WITH TIE
MAMFACIU EWS RECOfE1DAlUPU
MS MISSED 'A' STRAP DETAIL
eev
TIE PODeED FILLED CELL& CAN BE REPAWD
BY EPDXT CdWWOD W s RESAR (SEE EPDXY
FROPERTES A/D SPECFCAT1pR • OONCJESWE
LIOAD LPL OR EOUIVALEHT •) NTO BOND SEAM
AFD MID ne FOOTbo FOR ALL FAA" CELL&
SNOIIN ON FLAW M WT FILLED N 11E FIELD
PROVIDE • PW &IDED. ATD 'WAIT MOLE NTO
DOW TIE BRAD BEAM AND ATE FOOTNS
Top OF BCTD SEAM
L—BEAM 2V
W 9 CONT.
SPLICES fT?PJ
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NOTE. EPOW OfWHT ONO" W WALLED N
71UCi ACLOFIDITCE OATH TTE PIANFACIUERS
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MF MISSED FILLED CELL DETAIL
FIEJ S efoOvERB•FELT
OVER TA• O&D. WOOD TIa16e"
STRAPPED AS
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PLAN DOL 7X6 •FADER FOR STRApF%
gD FOR W-• MAX. YID R
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WOOD POST CLEAK COPPACTED
PER FLOOR FLAW FILL R
11014MITIOC MAPPED OVSnczo ci0. W
7 • S OARS E FLI
PLPLAN t t•• i a ttt
FOR POST SIZE tt ;, SCP
SECTION ®
COVERED
PORCH FNUN fALWAHl1TE / '
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TIES RA CEDAR
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i FLOOR
PLAN
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POSTSIZEeELEVATION_®_REAR
PORCH POST_ MONOLITHIC DETAILS SIMILAR)
O 5WA1N0( PlTTH7LLIS
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SIDE
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CHIMNEY DETAIL CONNECTION
mm 7A•
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AT A&• OL• VERY. AND
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LOCATICH FILL ALL
CELL WITH 7500
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BRACE EXIERIOR SIDE
OF WALL CAVING
COPPACTION OF TMS
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on ur coR-
7.N& TOP
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BOLTS AS
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STRAP EA — MID
OF•S-
CLIP TO uP
To TOPAGOT. PLATE
CPW WALL 7
WALL SECTION
FRONT
ELEVATION SIPE uaRIOR CHIMNEY DETAILS
ELEVATION 5MoFLoFOR FD&T
SIZE U -5 cart.
PROVIDE cr" HEAD
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AV OC. FOR DEEPS GRADE
A IIAT
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RETAWING WAIL AT
PATIO HDTl, SPACE SIDE
OF WALL ADEOIMTELT 041100 CCPVAGTIW
FOR PATIO SLA06
LEAVE BRACES N PLACE FORT
DATE AFTER PAW BLAB 15
PCUDED WRRIC,gNE ENGINEERING
I= 77•-
11e1
he I" oe a •noun
NI •Tno 2) 50 PSON
T522 (24901 b. mpm UPLIFT) or AaIDlR fy K*
HES RT22112 (2490Lb. mm UPLIFT) or 2) 50400 ADS-
2 (94T2Lb. mom UPLIFT). 1Dj' -7X4 POST
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OFFIi= LOPY
PLANS REVIEWED
CITY OF SANFORD
I
0
CITY OF SANFORD PERMIT APPLICATION
Permit # : J Date: -
Job Address: Iiy3 orlYc% fit-)n--:, f- T-/ /. ZX A(( -7e.e AcC ez'ye
Description of Work:
Historic District: Zoning: Value ofWork: S
Permit Type: Building Electrical Mechanical Plumbing _V Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # ofGas Lines
Plumbing/New Residential: # of W ter Closets 2 Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for otherthan X)
Parcel N: Attach Proof of Ownership & Legal Description)
Owners Name & Address:
Phone:
Contractor Name & Address: C,
State tense Number: < IfQC I `/ZCP--' 't
Phone & Fax: V / 3 FOp F -. -T Contact Perwo: Phone-. A 9
Bonding Company.
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Phone:
Fax
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
issuance ofa 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 ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconcoctionandzoning. 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 othergovernmental entities such as watermanagement districts, state agencies, or federal agencies.
Acceptance ofpermit is verification that 1 will notify the owner ofthe property of the requ' m nts of Florida Lien L%'' 713.
to -•/ ^dd
Signature ofOwner/Agent Date m
b
umof Contractor/Agent Date
O", r e W- /Ga lAltdPrintOwner/Agent's Name Print Contractor/Agent's Name
Signature of Notary -State ofFlorida Date
Owner/Agent is— Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: Bldg: Zoning:
Initial & Date)
Special Conditions:
Signature of Notary -State of Florida Date
Contractor/Agent is _ Personally Known to Me or
Produced 1D
Initial & Date)
Utilities: FD: SInitial & Date) ' (Initial & Date)
5,=-) 1 -,D 31 - 9 V ? 3