HomeMy WebLinkAbout136 Bristol Forest Trl 04-888 New SFHSUBDIVISION _ VNA_4AX ff__Cp ofPERIN/111"ADDRESS
PERMIT4, DATE
Homes
M)DRESS 385CentexDouglas Ave., Ste 2000 PERMIT DESCRIPTION
Altamonte Springs, FL 32714
PER -MIT VALUATION407-661-2176
PHONE NUMBER
CGC 049689
SQ1JTARF FOOTAGE
PROPERTY OWNER
AIL),SS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHA'41CAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
I
I
I
n
col yi of Sa nforl
This is to certify that the building located at 136 Bristol Forest TrI for which permit number
04-888 was issued has been completed according to the plans and specifications filed in the
permit, to wit as Single Family Residence complies with all the building, plumbing, electrical,
mechanical, as well as City of Sanford codes and ordinances and with the provisions of these
regulations.
Staff Approval Date Conditions (if blank, no conditions apply)
M=
B. Oden 05/28/04
ME=
D. Sweet 05/28/04
Public Works:
R. Buckner 06/01/04
UFMMM
R. Blake
Fire Department:
N/A
U=
N/A
Centex Homes
Property Owner
05/28/04
06/01/04
Building Official Date
e ni y
r
LMBC0401 CITY OF SANFORD
Address Misc. ,nfoxination Maintenance
5/28/04
08 : 3 5 : 4 8
Location ID . . . 247805
Parcel Number . . 22.19.30.502-0000-0210
Alternate location ID
Location address . 136 BRISTOL FOREST TR
Primary related party
Type information, press Enter.
Sequence Code(F4) App Free -form information Date
1.00 PLZN BP PRESERVE AT LAKE MONROE 32603
2<0 CSV FJ_T LOT 21 20404
3.00 CSvC UT SW DEV FEE $1700.00 WA DEV FEE $650.00 20404
4.00 CSV_C UT P0_4-888 _PD1-28-_0_4_SEA REC#63_69_ 20-404
5.00 CSvC UT 3/4"WA METER SET FEE $190.00 PD 1-28-04 26-40-4
6.00 CSvC UT REC#63 69 20404
7.00
9.00
M06
Special
notes
More...
F2=Address F3=Exit =Notes display F6=Change display F9=Parcel Notes
F10=Subd!vs!on Notes F12=Cancel
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E
ELEVATION CERTIFICATE
Ime2dant: Read the instructions on pages
Me, I 11-1,114151--l! M1110114 0 a 0 01
BUILDING OWNER'S NAME
CENTEX
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No,) OR P.O. ROUTE AND BOX NO.
136 BRISTOL FOREST TRAIL
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 21, PRESERVE @ LAKE MONORE
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, 0 necessary,)
RESIDENTIAL
LATITUDEfLONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (rype):—
e - ##'- ##.##" or ##.##### El NAD 1927 El NAD 1983 F—) USGS Quad Map 0 Other:
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE
SEMINOLE COUNTY 120294 SEMINOLE FLORIDA
BASE F D ELEVATION(,
use depth offloading)
LB'
on Ao,
FIRM PANEL
EX DATE EFFIE TI" EVISED DATE B8. FLOOD ZONE(S)
19 1 ig X
N PANEL
E 41 NIA
D
NUMBER SUFFIX B6, FIRM INDEX DA7202B5 SE 17 5 41 M7 5
B1 0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9,
0 FIS Profile 0 FIRM El Community Determined El Other (Describe):
B1 1, Indicate the elevation datum used for the BFE in B9: 0 NGVD 1929 El NAVD 1988 El Other (Describe):
B1 2. Is the building located in a Coastal Barrier Resources System BRS) area or Otherwise Protected Area (OPA)? F] Yes 0 No Designation Date
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
ff1. Building elevations are based on: [J Construction Drawings* Building Under Construction* Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2, Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, VI 430, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, ARIAH, ARAO
Complete Items C3.-a below according to the building diagram specified in Item C2. State the datum used, If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum NGVD'29 Conversion/Comments NONE
Elevation reference mark used —Does the elevation reference mark used appear on the FIRM? 0 Yes E) No
a) Top of bottom floor (including basement or enclosure) 14. 1 ft'(m) V
tal Top of next higher floor 23.5 fl.(m)
c) Bottom of lowest horizontal structural member (V zones only) N(A . j#n) I
d) Attached garage (top of slab) 13. 8 ft(m)
aro2
E
a) Lowest elevation of machinery and/or equipment W ca
servicing the building (Describe in a Comments area) 1_3. §.ft.(m)
f) Lowest adjacent (finished) grade (LAG) 13, 5 ft.(m) Z SP
g) Highest adjacent (finished) grade (HAG) 119 ft.(m)
h) Na of permanent openings (flood vents) within I ft. above adjacent grade 0
a)
3
o I) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available,
I unde under 18 U.S. Code, Section 1001.
CERTIFIERS NAME:DAVID M DEFILIPPO LICENSE NUMBER:5038
TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC.
ADDRESS
1030 N. ORLANDO AVENUE, SUITE B
CITY STATE ZIP CODE
WINTER PARK FL 32789
am
FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding informafion from Section A. For Insurance Company Use:
BUILDING STREET ADDRESS (Induding Apt, Unit Suite, ancVor Bldg. No.) OR P.O. ROUTE AND BOX NO. Pol4Number
136 BRISTOL FOREST TRAIL
CITY STATE ZIP CODE Company NAIL 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 agent/oompany, and (3) building owner.
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL
MACHINERY DESCRIBED IN aE IS AN A /C
E] Check here if attachments
14igNMIZIMAIM-1 ME 11!10111101
For Zone AO and Zone A (without BFE), compete Items El through E4. If the 8evation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be completed.
El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7, If no diagram accurately
represents the building, provide a sketch or photograph,)
E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) 0 above or El below (check one) the highest adjacent grada (Use
natural grade, If available).
E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent
grade, Complete Items C3.h and C3,i on front of form.
E4. The top of the plafform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) El above or El below (check one) the highest adjacent grade. (Use
natural grade, if available).
E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommunity's Wplain management ordinance?
El Yes 0 No El Unknown, The local official must n this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owners authorized representative who completes Sections A, B, C (Items C3,h and C3J only), and E for Zone A (without a FEMAAssued or community -
issued BFE) or Zone AO must sign here. The statements in Sections A 6, Q and E are coil d to the best of my knowledge.
PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
El Check here I attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law orordinance to administer the community's floodplain management ordinance can complete SecfionsA, B, C (or E), and G of this Elevation
Certificate. Complete the applicable item(s) and sign below,
Gl, El The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state
or local law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.)
G2, El A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone AO,
G3, El The following information (Items G4-G9) is provided for community floodplarn management purposes.
G7. This permit has been issued for. El New Construction El Substantial Improvement
G8. Elevation of as -built lowest floor (Including basement) of the building is: —ft.(m) Datum:
G9. BFE or (in Zone AO) depth of flooding at the building site is: — ft.(m) Datum:
LOCAL OFFICIAUS NAME TITLE
COMMUNITY NAME
WM
COMMENTS
TELEPHONE
no
Check here if attachments
FEMA Form 81-31, January 2003 Replaces all previous editions
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 21, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
CERTIFIED TO AND FOR THE
EXCLUSIVE USE OF:
COMMERCE TITLE COMPANY
COMMERCE TITLE INSURANCE COMPANY
CTX MORTGAGE COMPANY, U-C
GRAPHIC 'SCALE
15 30
LOT 22
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).
TRACT "A"
STORM WATER MANAGEMENT AREA
39 qS9
0,
i
to
IN
5,0
40 0'
LaJ
TWO STORY
0) CONCRETE BLOCK n
WOOD FRAME
RESIDENCE o0FINISHFLOOR
ELLVA TION I,Lll
Ln n w L()
COVERED 5. G,
ENTRY N 14-3'
END 112- IRON ROD
NO ID, (05/25/04)
n
2 0.7'
0
0 3- C/WCONCR'b;-
W
DRIVCWAY
q,
I —
WALK IS 10 UTILITY EASEMENTI Nc' WALK IS
Lli Q. V OFF ON LINE
N54*23'1 1 "W 50.00'I
PI 285.00' q25 33'
S3-4 2 S I —lE _ 610.33'
ItCTTRAIN
BUILDING SETBACK LINE
CENTERLINE
RIGHT OF WAY LINE
EXISTING ELEVATION
CONCRETE
LB LAND SURVEYING BUSINESS
LS LAND SURVEYOR
PRM PERMANENT REFERENCE MONUMENT
PCP PERMANENT CONTROL POINT
P) PER PLAT
M) MEASURED
END FOUND
C W CONCRETE WALK
s SIDEWALK
CP CONCRETE PAD
cs CONCRETE SLAP
C CHORD LENGTH
PK PARKER KALON
R RADIUS
POC POINT OF CURVE
END NAIL AND DISC
LB #66 (05/25/04)
END 5K8"IRON ROD AND CAP
LO #6 (05/25/04)
0 FND 1 2' IRON ROD AND CAPU3 #6 93 (05/25/04)
CNA CORNER NOT ACCES51OLE
A DENOTES DELTA ANGLE
DENOTES ARC LENGTH
C.B. DENOTES CHORD GEARING
PC DENOTES POINT OF CURVATURE
Pi DENOTES PONT OF INTERSECTION
PRC DENOTES POINT OF REVERSE CURVATURE
PT DENOTES POINT OF TANGENCY
TYP TYPICAL
A/C AIR CONDITIONER
COW CONCRETE BLOCK WALL
RP RADIUS POINT
ONO OVERHEAR UTILITY LINE
10 IDENTIFICATION
POE POINT ON LINE
PCC POINT OF COMPOUND CURVE
PT
DF\lolvL- FvrNL. 3. THE SURVEYOR HAS NOT ABSTRACTED THE
NOTE: 50' RIGHT-OF-WAY LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
1, ALL DIRECTIONS AND DISTANCES HAVE AFFECT THE TITLE OR USE OF THE LAND, BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE 4, NO UNDERGROUND IMPROVEMENTS HAVE BEENSURVEY, IF ANY,
LOCATED EXCEPT AS SHOWN.
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 05-25-04, UNLESS OTHERWISE:
SHOWN.
I HAVE EXAMINED THE FJ,R.M. COMMUNITY PANEL
NNO 120294 0035 E DATED 4/17/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X,
AREA OUTSIDE 100 YEAR FLOOD PLANE
THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION, PLEASE CONTACT THE LOCAL
F.E.M,A. AGENT FOR VERIFICATION
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY
VERTICAL CONTROL AS FURNISHED
13EARINGS SHOWN HEREON ARE BASED ON
THE SOUTHWESTERLY LINE OF LOT 21
BEING N 54'23'li" W PER PLAT.
FIELD DATE:) 1-22-04
REVISED:
SCALE: I" - 30 FEET
APPROVED BY; J
FINAL —5 25_04 CKB
JOB NO, ASM39635 FORMBOARD 2-2-04 CKB
PLOT PLAN 12/8/03 Soo
DRAWN BY. LOT FIT 01-08-03 CKB
5. NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
I HEREBY CERTIFY, THAT THIS BOUNDARY
SURVEY, SUBJECT TO THE SURVEYOR'S NOT
CONTAINED HEREON MEETS THE APPLICABLE
MINIMUM TECHNICAL STANDARDS" SET FOR'
BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS IN CHAPTER
61C17-6, FLORIDA ADMINISTRATIVE CODE
PURSUANT TO CHAPTER 472.027, FLORIDA
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LB#6393
1030 N. ORLANDO AVENUE SUITE B
WINTER PARK, FLORIDA
32789 (407) 426-7979 AVID M
FOR
THE
FIRM
DATE
k"
C'
7-7--=7=-
PprrnV TyFwBuddiTtg Ejearicad aj-
t- Hun ,g_ Fut ,6r /Al EiCvL-
iCR1: NeVV 01" ANIPE AddifionlAhertaboT, olatqf 0Serk"ice TeYT#+ m"ei— Pvolf. Mlecaid rarkic2k! Residential --
d) Explace'ne"T New (Duc Uayou'( c?''E e-glv Ciailk-Requirc, Phimblngj New COffir"CrCIEL
tL' OfFiXtUTCS 6, Sewer Linvs— ;r 0"Gas' Lines PlurribingfNew ResldenfiW: P of Waler'
Cioscjs C. Occup,lucy Type: Residcntid contrilef-
cial Indumial — TWA Square Foowgc: Construction Tytte: — V of Stories: —
At of Dwelling Units: Flood Zotte- FEMA form required let ("th(l T'k'ap Parcel 9 — Owners, Dame & Address:
Contractor Name &
Address: Phone & Fax:
Bonding Company Address
Vlorlgage Lender:
Address Architecl]
Engineer
Address Atta6
Proof
of 0vvljcf-
aj),
jpP Legs! Description) it Licensc Nu e,l
c" a IM
Application is hereby
made
to
obtain k, pectoll to do the work aild installations a, indicated. I certify that no work or installation has con-In[cliced pr)()) j(, t1le issuance of a per-mit,
and that all work wjjj b,- P-CiforMed to rn"t standards of all laws regulating construction in this jurisdiction. 1 understand that a separatc Permit must be secureel for
ELECTRICAL WORK, PLUMBRIG-, SIGNS, WELLS, POOLS, FUPJ'4ACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc, QV NER'
S A FJPAMT:
I certifythat all of the foregoing jjjjc-,jov.tjon is accurate and that all work iArili be done in con-pliariGe: vvitht all applical-d, !,Iw.i( l,dxv),ng construction wand zoning. WARAMNOTO OWNER YOURFAILUP—ETO RECORD A NO-PCE, OF 4JAENCEM 7 qT MAY RESUL fl,) Jt TWICEFOR UVIPROVEMENTS TO YOUR PROPERTY.
IF YOU FN TIEND TO OBTAFN FTNANC WFFH YOUR LENDU OR AN A770KNEBEFORE COR-DFNG YOUR NOTICE OFCOMMENCEMENTIYRE41tj_QTICC- In addition
10 the' rcell-
Th"eloent-S Of This permit, there,nay be additional rc stfietions apr, this county, and there rMy be additional
per, -nits required from other govcmtrient6 entifies such Acceptance ofpen-nit is vffifiC26011 that I -
M notify the owner of the, pv0j-)i(T1V of The S1gT1a(LJfC 01-0 v11er/AgCnl Print
Ow-nef/Agern's Naijic Signature
of Notary -State or Honda Owner/
Agent is llerr()najj, Nno,n
to "'I" of Produced ID Date this pt-0/cri),
that --my
be
iQur*d in the public rerovcts- of oanavmeot nh de—r1 agencies_ Signature of
Cont ctoP/AL nt 0 2004
Dale ROBERT G. DELLO RUSSO Slenelure of No-- -
Slate
of - F -1 1
n C" a Dale Con-mjclor/
Au-
i PeTsonaio Known to Me
or Produc(c IT'U( \1 ION APPROVI-D
BY: [)Ikj
Zoning FD' nnial & Dzjc) (Inalal & Dale) (111111al & Dale) (Irmtial & Daic
ndnlons:
COUNTY O1- SEMINOL[
IMPACT FEE STATEMENT
ISSUED BY CITY OF SANFORD
STATEMENT NUMBER 104-75932 DATE:
DUILDING PERMI Y NUMBER: __________
UNIT ADDRESS: O/i -
TRAFric Aid: )id JURIBDICTIONn (>6 CIT.|-[.-!NF[ --_'_-_-
SEC: f /- RCEL: _... .... .... .... .... ...
SUBDIVISION
r -------------------- /
OWN[ NAME:
ADDRESS:
APPLICANT 1,.! XANE:
7 -- ----- ADDRESS:i
ILAND USE CATEGORY: 001 - Single Family Detached House
TYPE USE: Residential
WORK DESCRIPTION: Single Family House: Detached - Construction
FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE
TYPE DIST SCHEDULE DESC. UNIT OF UNITS |
ROADS
ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00
ROADS
COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00
LIDRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00
SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,s84.00
U 2,285.0O
STATEMENT
RECEIVED BY:6
PLEASE PRINT NAME) '
BATE
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 `
NOTE**
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH
ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT.,
PEDSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATIONS OF THE ROAD, 'LIBRARY SYSTEM AND/OR
EDUCATIONAL SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING
A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING
SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY QR
OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE
COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS
MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE:
1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474.
PAYMENT SHOULD BE MADE TOI CITY OF SANFORD
BUILDING DEPARTMENT
300 NORTH PARK AVENUE
SANFORD. [L 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND 13H8ULD REFERENCE
THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE Tbi::,
LEFT OF THE NOTICE.
THIS STATEMENT IS VALID PNLY 114 CONJUNCTION WITH ISSUANCE OF A*&*
SINGLE FAMILY BUILDING PERMIT********************
n
CITY OF SANFORD PERMIT APPLICATION
g '>
Permit # Date: _J 2,_ 1 1
Jot) Address:'
Description of Work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING
YHistoricDistrict: _ _ Zoning: Value of Work: S L c>
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 Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water &. Sewer Lines # of Gas Lines _
Plumbing/New Residential: # of Water Closets — Plumbing Repair - Residential or Commercial
4 c'.`
Occupancy 'Type: Residential _Commercial Industrial Total Square Footage: -4 K (
Construction Type: # of Stories: - # of Dwelling Units: Flood Zone: -(FLMA torn required for other than X)
a
Parcel#: 22-19-30-502-0000- 0 Attach Proof of Ownership & Legal Description)
Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE. 5 STE . #2000 , 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: 407-661-2176/661-4089 Contact Person: JACKIE CAINES Phone: 407-467-2643
Bonding Company: NA
Address:
Mortgage Lender: NA
Address:
ArchitecUEngineer: HURRICANE ENGINEERING Phone: 407-774-9003
Address: P .O. BOX i 6161-, ALTAMONTE- S-PR S> _ FL 32716 Fax: 407-774-8477
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING;, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc_
OWNER'S AFFIDAVIT: I certify that all ofthe 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 W rrH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida L- n I aw, FS 7 T
E „ .,
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida
Owner/Agent is — Personally Known to Me or
Produced ID
APPLICATION APPROVED BY
Special Conditions:
Dare
Bldg Zoning:
Initial & Date)
PAT KNIGHT
Print Contractor/Agents Na
w
gnarure of Notary-Sla of Florid Date
Contractor/Agent is X X - Personally Known to Me or
Produced I _
Utilities: _ FD:
Initial & Date) (initial & Date) (Initial & Date)
k4lB EI LY A. ()F 010 \`. _
j u,i7
T
IN
I
I
N
a
0 6
35/4 0/*D
City of Sanford Building Division
Submittal Requirements for Residential Building Permit
Two (2) recent boundary and building location surveys showing setbacks from all
structures to property lines for permit for structures (not fences).
Two (2) complete sets of construction design drawings drawn to scale_
Completesets 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, aridlor opening sizes, stuoke detector locatton(s), landings, decks, Stairs,
bathroom fixtures, and distances front walls- "'llic State of Honda requires bathroom
compliance with Florida Accessibility Code.
C_ Ali clevatiou 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 section-, to be used in the structure, bearing and non -bearing
interior and exterior walls, show all components of wall sections-
C. framing plan for floor Joists where conventionally frarned- Plan is to indicate span, size
and species of materials to be used,
f, Engineered truss plan with details of bracing, engineered beams for spacing openings to
carry and Support (TUSSCS
91. Stair details with tread and riser dimensions, s(trup"er size- methods of attachment,
placement of handrails and _guardrails-
11, Square footage table showing footagcs,
I Garages/Carports Sq . ft.
2 Porclies/1"Alti les J4 sq, R,
3- Patio(s) sq, ft.
4. Conditioned Structure sq. It,
Total Gross Arei sq. ft.
Three (3) sets of completed Florida Energy Code Forms_
Soilanalysis and/or soil compaction report. If soils appear to be trustable or If
structure is to be built on fill, a report may be requested by the Building Official or his
representative,
Other submittal documents:
a. Utility letter or approval %%,[tell public water supply and/or sewer systern connection to
be made.
b- Septic tank permit issued by Seurluolc County I lealth Dept,
C_ Arbor permit when trees to be removed from property Contact the Engineering Dept_
fordetails regarding t milt. I garding the arbor ordinance and permit.
d Seminole County Road hupact fee statement.
c Property ownership verification,
f. Driveway permit issued by City Engineering Department.
Application to be completed thoroughly and signatures provided by a licensed and insured
contractor and property owner. If electrical, mechanical, or plumbing permits have not been
issued, inspectionsoris will not be scheduled or made and subcontractors will be subject to penaltv
under city ordinances.
Date D E C 1 2-603 Owrici/Agent Signature
Seminole County Property Appraiser Get Information by Parcel Number Page l of 1
PARCEL DETAIL Back
1 lev
Scntc att rC:xuelt,
isFr
su'e,
Aoq.rrzi
1141 B. pint St.
v' I
Axnford Ft. 3 771 i, r
447-66!i-715414; LEEEM
2004 WORKING VALUE SUMMARY
GENERAL Value Method: Klarkel
22-19-30-502-0000- S3-SANFORD WATERFRONT
Parcel Id: 0210 Tax District: REDVDST
Number of Buildings: 0
Depreciated Bldg Value: $0
Owner: CENTEX HOMES Exemptions: Depreciated EXFT Value: $0
Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $13,680
City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0
Property Address: 136 BRISTOL FOREST TRL SANFORD 32771 Just/Market Value: $13,680
Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $13,680
Dor: 00-VACANT RESIDENTIAL Exempt Value: $0
Taxable Value: $13,680
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 21 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15
LOT 0 0 1.000 13,680.00 $13,680
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes.
K ou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www.scpafl.ort /pls/web/re_web.seminole_county_title?PARCEL=2219305020000(... 12/16/2003
Orlando Division
385 Douglas Avenue, Suite 2000
Altamonte Springs, FL 32714
Office: (407) 661 -2150
Fax: (407) 661-4089
www.centex-orlarido.com
Effective immediately, and until further notice-, this letter will
serve as authorization for Jackie Gaines 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:
PATRICK J. KNIGHT
CGC049689
LOT
COUNTY OF SEMINOLE
The foregoing instrument was acknowledged before me this
by Patrick J. Knight, Division
President of Centex Homes - Orlando). He, is personally known to
me and did not take an oath.
KIMBEAL
J CO3HhMINS N
VARY PU BLICUBLIC 2004LZy '.'i
3 0'• 2r 6' W_4. (+
22/ -24) kf 25 (+22/ -24) +e 325514
F PfS
25 SH w wT. 25 5}t 25514 tu2d/ -23)
12'-r ,sue. 4°-6' (+22/ -24) W-0 V2' 02W -210 ar qgg(y AdIb
3EE gC
f cet 25'-5 V4' O
a° -a• cxs.
2' E
a•o'cry
PIASTER BD 5
rw`a -
FAMILY
e°-O- CC.b. a af4` twat F_
W to ` BARTDP
KJ fC i I Pi c m m
2rX3b fl
M
m
4')R• /O(„. TO CL - - _ p
BATH •4 a 2-vao s nBV. ® f o o
a -a CC& '
YtbLL c` Y HOYI v N TO ( c to
6S B ChP
SOIL rrTMiK
2-2JQo ire l S S
ATSK # m (
F' W, H§
J
2_ tSJP s —
i_ •
C( '
f f65 BPsv 7
r tart - ATH -1
0
ry tJ1—
W' b V2' 2` r`
ry e^ t,•n _ _
V 2'4s o" t '-4 1/8'
3 -6°
5•-13/8'
N {
Hato. O -0' V T4`BTO TO a`-O' @, ;3ATH z'
6pgl 0 (et izxs r
DRAM U)
VALL a'- '- ° atT
4t a'<r CIL&
Jt
b'TO BA- 19'-4' gi
P SHO R ^
2i 2.4 T V (`
v E>DR!`P 06 STOR, eas POST
m ' srii CaL`J'1-E RJO4"1 e•.o' cts
v
t n 17)7.4FC67V c 5a Sues
ctsH IVtl s i2lJUt i U-
era
f rzis
c 4tk3. Y - p2, 4.
v
3y
t3'-0 3r4°
6`-s V4` (+
21/ 23) rt
m as
72.
hn C 3' 0' 3' • 2-25 5H a (
2) 255H t azbo- x r
SY yyc ' (+2V -28) r o. aa+
z`-0"' , (s21/ -2W
2`-6° 9'•T 1i6" T-2 M' n
4AIR CANDLER 2"Sx4'O ---- _--- . 12`-4-ncc ss- T-03/4` 5_®» t4'_4`
AND Eb--LOVUFRE
MK ' UAIDSR I _ LG END A"' TO NAVE A 3¢ ¢ a
t3 Q" aaua
4' CLE ON ALL SH;S15 —a y
AREA GALOLATIONS A4 B
i xT> rzto waa Ls v e I5T FLP2 UVIN6: 1542 SF ra
7 vmfw arfk Ew IFOR ro G E a 2ND FLR LiVIN6: M3 5F pISHEARa $d
w _
Lomas_ ® e a (zs. TOTAL : 3515 5F r $
1-
it9.i.G, 6A 447 SF
w ro
gjTOBED<XMLE 2°xI0'trvtn' \_________________iRED
ENTRY: I2 5Fce s
FLITC3L
i P TOTAL 34i4 5F to 2
t t a 2t °
a 81,
1 cts t
M'-4Y+' i a
2P
FLOOR PLAN >< i a T-
a `- 2''
4 IST FLOOR FL t f v4 -I,. 25
54i W-0 V2' 25 SFd 6'-
4 3l56' 8'-0 M. v-3 3/41 4g
SEE STAR DETACL F
s
Ts r I
ENOINEER N STAiiv
iNFORk tATiOFt COW5TFrl T INFOP T rn = sE or€a
InOR ADMIONAL• e- ' '
zs5514
255H r r
flit
HEI'
S+M 4`-4' — ? (+22/ -24) (422/ -29) LEW-
5+ €: 13'-&' _ CUT POY44my d es _
Ib o V° CALCULATIONS
C i7 tnr
2sA TOP
LaTE !'\. 2x62 3'-° (°-
8°
3`-10` P mcoax ,REAfiS-
t5 to 4/5^ Ehfh4 6'_6s' T FLR
LNtF: 1542 SF 5r= 4 ri:
e s wr srl 2ND FLR
LIVIN6: 1,175 5F F Q I-22-01
AL 3545
5F E7C6 BAGCC. '
ETvcow- A
441
SF e=v
cLs. r ° t
a. CTvs'1 C 14MMAR fi
GOVERED ENTRY; 141 5F I 3 2x12
STFUWEP,
TOTAL : 41 _-- -
I Arc ctc
DETAIL Pf aTi L i.00 PLf t1 ' ' ' - s'- - 51_W rq'sG
tNEI SECTIO4 t SCALE- n•°
r-er I .. 5514 STAIR RlN i35TRIL s;,: -T I/4'=1'-O' lx3-4' Of t. i
S-06-203 12:52PM FROM
1•'
Permit # :
Job Addrt
Descriptio
H - D
P. 1
CITY OF &ANiFORD PBRMIT APPLICATION
tswrtc "atug: Value of Work- S
Permit Type: Building Elecuical X Mechanical Pltunb.ing Firc Sprinkler/Alarm PoQI _
Electrical: New Service — # of AMPS ate_ Addition/Alteration Change of Service Temporll y Polc
Mechanical: Residential Non -Residential Replacernent Now (Duct Layout & Energy QIi Roquired)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Piumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Comrncrcial
Occupancy Type: Residential Commercial Industrial 'Total. Square Footage
Construction Tyne # of Stories: # of Dwelling Units: _ Flood 'Gone: (FEMA form required for orate a
Parcel tf: (Amch Proofot Ownership &Legal Descriptlort)
Owocl,5 Name & Addnxs: Centex Homes 385 Douglas Ave. Suite 2000
Altamonte Spryngg 32714 --Phone. 407-661-2150 _
Coots;ctor Namc & Address:— Approved Electric Co. of Florida 4874 S. Orange Ave.
Orlando FL 32806 _ $rate Liceasc:Number EC0002494
Phone & Fax: Ray 407-85 -1 226 Contact Person -John Findlay_.. Phone: 407-851-1220
Bon dino Company:
ddress
lort,agc Lender.` —
ArehilecVEngincer: Phone:
Addr49s. _ Fax:
Applieanon is hereby made to obtain a permit W do the work and installations as indicated. 1 certify that no work or install3non has commenced pno, i;, ir,c
issuance CC a permit and that all work will bt performed to meet standards of all laws regulating oonstruction in this jurisdiction. I understand that a separate
perriii must be seeurtad for ELECTRICAL WORK; PLUMBING. SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and
AIR't`ONDITLONERS,CIO.
O WNER'S AM- DAV fT: I certify that all of the foregoing information is accurate and that all wo* will be done in compliance with all appiicatYle ( : i cl;klaang
corupurdon and zoning, WARNING TQ OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
TWICE FOR QvtPROV6MENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
A1T4RNEY BEFORE RLCOR,DING YOUR NOTICE OF COMMENCEMENT,
NOT! t"r In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public rrcords of
his counry, and there may be additional permits required from other govemmantal entities such as water manageme c , slate ugencies, or fede,ul arcnciea
Acceptacce of permit is verification that I will notiry the owner ofthe property of the requi
Signature of Owner/Agent
Pint Owner/Agent's Name —
51,)ature of Notary -Sure or nondA Date
Q'Wncr/Agent is Personnlh Knossn to Me or
Produced IU
i0N AITKOVt1)f.i-Y: UIdg:..
Initial &. I.)nte)
of Contractor/Agcnl Uatc
Charj,es Cannon T
Print Contvactor Agent's Name
Signaturg ol`Noiary-Srata of Flondt Dntc
nntractp1r/Ac -.: It } _ I)lr)Wnlli.,:.l l 7W77 f t1 s1/A3Y Y:Dlj;52ai l
initial fi Uatcl (Inili, 1 K i)atc) (It)it31 Uul:
This Instrument Prepared By:
NAME: Debra A. Riggs -Centex Homes
P;S Douglas Avenue, Suite 2000
Itamonte Springs, FL 32714
Permit No.
NOTICE OF COMMENCEMENT
SEMINOLE
STATE OF FLORIDA
COUNTY OF ORANGE
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 05132 F16 1748
CLERK'S # 2003220492
RW*bVD 12/1,/2003 08:49:23 AM
RWIRDING FEES 6.00
RECORDED BY S O'Kelley
THE UNbERSIGNED 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 c;V_---,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) 661-4089
5. Surety: N/A
Amount of Bond: N/A
6. Lender: N/A
MONROE Recorded
FLORIDA.
7. Persons within the State of Florida designated by Owner upon whom notices or other
documents may be served as provided by Section 713.12 (1) (a) 7.,
Florida Statutes: CONTROLLER
Phone: (407) 661-2150 Fax: (407) 661-4089
8. In addition to himself, Owner designates the following person to receive a copy of
the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE
9. Expiration date of Notice of Commencement (the expiration is date is 1 year from
the date of recording unless a different date is specified)
d Debra A. Rig s
OFFICE MANAGER FOR CENTEX HOMES, 385 DOUGLAS AVENUE
SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THUS
DEC 112003
CERTIFIED COPY .
MARYANNE HORSE
CLERK OF CIRCUIT COUKP
6EiNIN L CONN7 , FLORIDA .
U 2 2Oi
BY DEBRA A . RIGGS., OFFICE MANAGER
CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION WA
2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS
PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH.
2)
NOTARY PUBLIC
JRCa1E CARIES
E m# DD0252902
res 1121/2008
ryF e d thni (800)432-4254'
o
I...............
r
i to ch Notary Assn., Inc.i
f $ -„
CITY OF SANFORD PERMIT APPLICATION
Permit # : // RO Date:
Job Address: -{- ra. te- s eny
Description of Work:
Historic District: Zoning: Value of Work:
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/New Residential: # of War Closets L_ Plumbing Repair — Residential or Commercial _
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:
Attach Proof of Ownership & Legal Description)
Owners Name & Address: _ri eA+ C-1\
I
Phone:
Contractor Name & Address: Fit 7lL J1e ( 9Sa J he-r _SS ka, z71 _?Z 71 z—
State License Number: L r` 0 S A60
Phone &Fax: ST mil/' ` ` c%g Contact Person: Phone:
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. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Cdc...ra"''4 e(re
Print Owner/Agent's Name Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID _
Signature of Notary -State of Florida Date
Contractor/Agent is _ Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: Bldg: Zoning: Utilities:
Initial & Date) (Initial & Date)
Special Conditions:
FD:
Initial & Date) (Initial & Date)
POWER OF ATTORNEY
Date: 2.(Q OK
I, Cc cvd /5, do hereby authorize
to pull the 11"l b v' permit for t
type of permit address
s- l
Signature
T. S. SLONES
MY COMMISSION # DD 152189
c
D :a<= EXPIRES: November 30 2006
d eonded Thru Notary Public UodarwrRers
Notary 10(--i j, VCX-)
Personally known to me or drivers license #
State of Florida, County ofQCr-j(jsz on day of C
E 5 , 2004
PLOT PLAN -
LOT 21, PRESERVE AT LAKE k/lON ROF
AS REC0Rl_,)FD IN PLAT BOOK 62, PAGES 12--15 OF- lIlE PUi3LIC, NECOROS OF SLMINUI C_OUN-IY, ILORIDA
IMPt_RVIOUS CALCULATIONS ((_C}T ON[-Y)
t0[ 21 CONTAINS 9011 SQUARE FLE t _L (TOT ON!_Y)
SQUARE FOOTAGE (UP TO CURB)
0- _ - LOT 21 UP TO CURB CONTAINS 9561 SQUARE FEET I. TUTS S(R[1C:TURE CONTAINS OC;Q SQUARE. FEET
THIS STRUCIURE CONTAIN 2000 SQUARE FEET LOTALCONCRETE534 (WHI-IIN LOT ONLY) SQ. FT. J,
10EAL SOD 6477 .SQ, FT, i C,ONfRETF 867 S0 IT i INCLUDING (SH)EWALK/APRON)
OF CONCRETE ,V SIRUCTIJRE TO LOT 28% t OTAL SOD 8494 SO IT f —
CN; 11( SCALE
0 15 30
1
I_OT 22
1RAC "A"
SSMRMVVATER M/I ii GEL'1E 1T AREA f
9 4, IIIT
Q' o or1 \
I
I
II
IS
N
W
MttQ
I m D I '
It I
E 1 - I
I
I* I
x
T 20 a
0 1577"Lfc' 4
4G.O' PROPOSED
3514
FINISHED
FLOOR C(
ELEVATION=12.90 5.
0' K COVERED
14.Y ENTRANCE
I
IIi
ill Q7'
i DRIVE
i
I
I1.'
10.,'
UTILITY EryASEMENT 50.
00 I
rl
M111
DING 'A iOACK LINE-_ CEN
TERI_INC Cl(;
OT OF WAY (.INE E;
XX xXPROPOSED €LLVATIQN PROPOSED
DRAINAGC FLOW COMCM
TE 113
LAND SURVEYING BUSINESS LS
LAND SURVEYOR PRM
p[`<MAt:ENI RC(ERENCE ,MONUMFNi PCP
PERMANIH C(1NTROL F'OINT P)
PI I P' AT t`+)
MI n ORCP FND
k1 M) C/
W CONCULTE WALK 5/
W SIDEWALK CP (:
UNCRLIF PAD PF3
PLI< AT RDORRApiUi:
x PGS PAr,
E S MLW MINIMUM
LOT WIDTH P013 POINT
ON OQU DARY PCC POINT
OF C Ot 6OWID CURVATURE DOC F'
OIN1 ON CURA OR OFFICIAL
RECORD PU P4
ANNC11 DC V` l OPMENT A DENOTES
DELTA ANGLE L DENOTES
ADD I F_NGTI I C E3_
DENOTE CHORD €SEARING PG I
NOTES POINT OF- (J RVATURE PI [ (h()
i TF P(, NI DI- INTI [ f CTION PRC DEN)
IE I'CINT OF RTLW ,E C;URVATUR[. PT U[
NO TF> PON i OF TANGENCY TYP T /4
I Al A/C AR (,
ONDI TONER Cow COW 'RE
IE PLOCK WALL RP l A)
IU3 POIN7 I: A C
CHORE) 1
t_NC THE 50. ;"T. SQUARE
FEET NG NATURAL GRADE
R/W R.
GI-IT-OF-WAY ns.00 32`.
33 554'2311'E
610.33' C.(NTFRi INT oEj --- THIS PLOT PLAN
ES INTENDED FOR PERMITTING PURPOSES ONLY, TIIIS IS
NOT INTENDED FOR THE CONSTRUCTION OF TFJE 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 15 FOR INFORMATIONAL PURPOSES ONLY. THIS 8S
NOT
A SURVEY THIS IS A
PLOT PLAN ONLY I HAVE EXAMINED
THE F.LR.Ni. COMMUNITY PANEL NO 120294 DOM
E DATED 4/17/95 AND FOUNT THE SUBJECT PROPERTY
APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100
YEAR FLOOD PLANE HEARINGS SHOWN HUTEON
ARE BASED ON THE SOUTHWESTERLY LINE
OF LOT 21 BEING N 54'
23'11" 11 PER PLAT. FIELD DATF: } „ _ RCVISED:
SCALE ? _=._.iU
FL_[:
T APPROVED BY: —..-----._.._... ISTOL
FOREST TRAIT
PI GIT DF
44AY 50' RIGHT-OF-
WAY BEM -DING SETBACKS
PREPARED FOR: FPONT: 25` C:
ENTE?4 HOMES REM: 20` SIDE:
J' 1_
ELEVATIONS SHOWN ARE PER LOT GRADING CORNER: )5' PLANS
PROVIDED 13Y THE CLIENT_ F\MLI ICAN
SUE Vf YIh Jf Yc EAAi'i'!NG cERrIncATaN GI- AU]
I,fTRIZAFIQN iv Mr3La TNI e sT 320 EAST SOUTH
STREET, SUITE 180 ORLANDO, FLORIDA 32801 (
407) 426
7979 1. THE SURVEYOR
HAS NOT ABSTRACTED THE LAND SHOWN HEREON
FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS
OF RECORD WHICH MAY AFFECT TUE
TITLE OR USE OF THE LAND 2. NO UNDERGROUND
IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS
SHOWN_ 3. NOT VALID
WITHOUT THE SIGNATURE AND TFIE ORIGINAL RAISED SEAL OF
A FLORIDA LICENSER SURVEYOR AND MAPPER, JOB
NO AS
M39635 U i F
EAN 12(6/03 SDO DRAWN BY LOT
EH 01--0803 CKEI G_ ASM29MShIC#9G85.OWG.
12f9'24(T'7 12.5I Z3 I'M t rA IF TE
DTF,
3
I. lx4w-
FOR M 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department ot Community Affairs
Residential Whole Building Perforrmince Method A
Project Name- 35WLIIR 0'Z_j Buildm CENTEX
Address-. I 3(_o BRISTOL FOREST TRAIL Permitting Offic;e- CITY OF SANFORD
City, Mate- LAKE MONROE, FL Peimit Numbef,
Owner- CENTEX HOMES Junsdictioti Number 691500
Climate Zone- Central
1. New construction nI xnmig New I . Coobugsysiculs
2- silwc fatuity or Inulti-family Single fzmily a- Coaral Unit Cap: 30,0 klim/hr3. Nwnbtr of units, if multi-fawdy I
4- Numbcr of lledm)um 6
SEVW 12.10
b, stud Unit Cup: 36.O kl3uvjV5. Is this a worst casc? ycs SEER: 12-05
CA--aiditionct] floor ama (ft,) 3515 117 c- N/A
7, GLUS arca & type
a, Clew - siugle Pam neatens syslems
b. Clear- doable pane 0.0 ft,FuznpCzp 30 0 klltivla
c, Tint/otbtr Sl 16C - single p-,joe 0,0 ft,
7,55
tl. ifiut/ozhcr S1 ICIC -double pane 0.0 W b, Elco-ic Heat Rump Cap: 36,0 kfitulln
Slab-CiTi-Grade Edge 111sulabou R 0.0, 162 0(p) fl
HSPF 7-65
c NIA
b- Raisetl Wood, Adjacent R- I L0, 450-0ft,
14, 1 lot wat" systems
Wall q'Tc-' a Ficrtfic Resi'lzrw" 01p, 50'0 gallonsa. concirtc, for lusul, Lmr-l'of R- C 1, 1038,6 ft' El' 0 86b, ruAme-, wood, rxj ;or R 11,0, 140-0 111 b. NIA c-
Frame, Wood, Attpcmi ZO&O fl, d.
N/A cNIA
IM-Brit
recovery, Solar 61ing tyl
cs J)HP Dedicated brat pump) I J'
Adcr Attic, R-30,0,1998 0 W 15, HVACcredits b, WA
cf-Ceiling
fail, cyo -uss Ventilatuxi, c. N/
A Ilf'-whole 11"Sc fan, I I .
Lures PT A SUP: (
Juc- Rtt: Unc, All Garage Sup. R-6 0, 1.0 it m7'C multizolle b. Sup:
Unc- itel: Con- AH: l"taior Sup- R -6D' I.® ft mz-H-muld7ouc beating) loor Area:
O. 12 'FoUl as-btfill points- 47484 Total base
points- 50bC>4 I hereby
certify that the plans and specifications cov(>red by this
calcrilation are in c o/rnpjrjat- beFlorida Enemy Code
PREPARED BY.
DATE-. I
hereby
certify that this building, as designed, is in cor"Pliance
with the F"a Energy Genie_ OWNERIAGWT-- DATE;
C _
04T 00--__ PASSReview
of
the plans awl peGificafions coveted
by this calculation indicatc-.
compliance mfith Die
Flof ida Enmy code, BlefoUe COVISIrtiction
is completed 4 thk building
wiH be inspected for compliance with ";
ectio" -553 -1908 Florida "itattites-
BUILDING OFFICIAL:
DATE: V
17ne'19YG2ujqe0 (
Vimion: t-LRCSB v3-2)
04i30/2003 15:00 DEL A I R -) 4076614009 N0. 425 P003
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
AS -BUILTBASE
GLASS TYPES3T F18 I edXConditioned x BSPM PointsxBS Overhang
Cant Len 119t aAre X SPM X SOF m Points
Floor Area Type/$C
3515,0 25.78 1631111_ sAngle, Ctear NE 1,0 16-0 32.0 43.65 1.00 13933
Single, Clear NE 3,0 20.0 7,0 4365 0-98 299.6
Single, Clear NW 1,0 17-0 32-0 37.74 1.00 12M0
Single, Clear SW 10 18.8 40.0 52-82 100 2110-6
Single, Clear QW 1.0 17_0 320 52,82 1.00 16881
Single, Clear SW 1_0 110 16.0 52.82 1. 844,0 Single,
Clear St 1-0 17,0 32.0 56-64 1.00 1812-0 Single,
Clear SE 1,0 17-0 32-0 56.64 1.00 1312-0 Single,
Clear NE 1.0 60 32.0 43,65 0.97 1356-2 Single.
Uear NVV 10 6.0 16,0 37-74 0,97 5865 Single,
Clear SE 1.0 6_0 16-0 56,64 0.96 13732 Single,
Clealr SE 1-0 6.0 16,0 5664 0_96 873-2 Single,
Clear SW 1.0 6,0 16,0 52-62 0.96 8116 Single,
Clear SW M 6'0 32,0 52,82 0,96 16272 Single,
Clear NW 10 5.0 19.0 37-74 00 6e4.2 Single,
Clear NE 1.0 6,0 32,0 43.65 0.97 1356.2 Single,
Clear NE 1,0 7.0 16.0 43,65 0-99 688-2 A-_
Built Total 418,0 20022.9 WALL
TYPES Area X BSPM POintS Type R-ValUe Ares X SPM Points Adjamnt
208.0 0.70 145-6 Concrete, Int Imull Exterior 41 10386 1,18 1225.5 Extelior
24436 1,90 46418 Frame, Weed, ExteriOr 11.0 1405.0 1 M Frame,
Wood, Adjacent 110 208-0 070 145.6 B -,
n e TcAa L 7651 4188A As-Built'Total: 2651.6 4040.6 DOOR
TYPES Area X BSPM Points TYPP- Area X SPM = p - oints Adjacent
Q.0 OM 0-0 erior Wood 18-0 7,20 1M6 Exterior
380 4.80 182,4 EXterior WOOd 20.0 720 144.0 Flase
Total-. 38.O 182.4 As -Built Totala 38,0 273.6 CEILING
TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Poinbs Under
AWc 1998-0 213 4255-7 i Under
Attic 30.0 1995-0 213 X 1 00 4255.7 Ua5e
Total: 1998.
0 4255-7 EnergyGavgo(
D DCA Form CMA-2001 FnewqyGavgeWFlaRES'20(U FLRCSB V32
04V3012003 15"00 DEL AIR 4076614009 H0.425 P004
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
Eup
F-mrgyGauge- DCA Form 6MA-2001 Eno rgy"au qe&FLaRES'2001 FLRCS(3 v-3-2
04/30/2003 15:00 DEL AIR -), 4076614009 NO.425 COOS
FORM 60OA-2001
WINTEWCALCULATIONS
Residential Whole Building Performance Method A - Details
PERMIT It:
AS -BUILTBASE
GLASS'TYPES
overhang18XConditionedXBWPMPoints
Type/SC Omt Len Hgt Area X WPM X WOP Poin
Floor Area
3515.0 5.86 3107.6 Single, Clear NE 1,0 16.0 32.0 12 00 1,00 383.91 18Single,
Oear NE 3,0 20-0 7,0 12.00 ko 94,0 ingle,
Clear Single, NW 10 17 O 32 O 12.23 1.00 391.0 Single,
Clear SW 1.0 18-8 40-0 9-22 1-00 369 Single,
Clear SW 110 17.0 32-0 9.22 1,00 3 2951Single, (_
lear SW 1_0 17.0 16,0 9.22 1 D00 147.7 Single,
Clear SE 1.0 17,0 32.0 834 1-00 2682 Single,
Clear SE 1.0 17-0 32-0 8-34 1.00 268,2 Single,
Clear NE 1.0 6.0 32,0 12.00 1,00 384,1 Single,
Clear NW 10 6.0 16.0 1223 1.00 195,3 S
Angle, Clear SE 1,0 6.0 16.0 B-34 1-02 136,4 Single,
Clear SF 1.0 6.0 16-0 834 1,02 136-4 Single,
Glear Sw 10 8,0 16,0 9.22 1,01 1491 Single.
cloar Sw 1.0 6.0 32.0 9-22 101 298,2 Single,
clear NW 10 5,0 19.0 12,23, 1.00 231'8 Single,
Clear NE 1,0 6.0 32,0 12-00 1_00 384A Single,
Oear NE 1-0 VO 16.0 12.00 1.00 1910 As
Built Total- 418.0 4314,9 WALLTYPES
ALLTYP Area X UWPM Points Type R-Value Area X WPM Points - Adjacent
dja7,t 20U 1.80 3T44 Concrete, lilt instill, Exterior 4,1 10:33.6 3-31 3432.6 Exterior _
or Exterior2443.6 2,00 4847-2 Fmrrie, Wood, Exterior 11,0 1405,0 zoo 2810,0 0V4,
4 4-4 Frame,
Wood, Adjacent 11.0 208,0 180 ta"
BaseTotal. 2F>51 .6 6261®6 A_-4,3uilt_fOOl' 2651.6 6617.0 DO:
O:R:TY:FP-1ES rAdjacentArea X BWPM Points 'Type Area X WPM Points - 0-
0 0_00 0.0 Exterior Wood 18.0 7,60 136-8 152.
0 Exterior
in38.0 5.10 193-8 'Exterior Wood 20 0 7M Base
Total: 0To38,0 193.8 As -Built Total-. 38,0 288.8 7irs" rCEILING
TYPES Area X BWPM Points TYPe R-Value At ea X WPM X WGM Points J12_M7 Under
Attic o1998-0 064 12783 Under -Attic 30-0 1998,0 GJ54 X 1,00 1V8_7 18 BaseTotal-
11998-0 12-ts-7 I A 543ullt Total: 199(1,0 EnerglyGauqeO DCA
Forro 60OA-2001 FncrqyoaugewnaRES2001 FLRCSB A
04/30/2003 15:00 DEL AIR 4 4076614089 NO.425 P006
FORM 60OA--2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
s
2
Fnerg augeT" DCA Form 60OA-2001 E7nergyGauqeWF1aRES'2,0G1 FLRCS9 V3
04)'30/2003 15,00 DEL AIR 4 4076614089 NO.425 U007
MRIM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS'. 7 1 1
RAW
WATER HEATING
Number of X Multiplier = Total
Bedrooms
6 2564M 15394.0
Tank EF_ Number of X Tank X Multiplier X Credit = Total
Volume Bedrooms Ratio Muffiplier
50,0 0.86 6 1.00 2623-63 1.00 15741.8
As -Built Total:
15741.8
17 CODE COMPLIANCE STATUS
ll__
13ASE i AS -BUILT
Cooling + Heating + Hot Water Total cooling t Heating + Hot Water - Total
Po17-1
rits Points Points Points Points
Points points Points Points
29496 5684 15384 50564 24914 6828 15742 47484
PASS
EnergyGauge ` UCA For- 600A 2WI C-oorgy(,jugeOlHaRLS'2001 FLRCS13 v3,2
0413012 3 15: 00 DEL AIR -a 40 76614009
FORM 60OA-2 01
Code Compliance Checklist
Residential Building r Method t i1
AGdDRr--SS, y y a
6A-22 OTHER PRESCRIPTIVE r-AS,P FS a t k car c1 t it aeiencos-L
NO.425 P008
CC?FAl C3NNT.. _ F i-l®t1 RtREQUIREMENTS---
Comply with etTciency requirements in Table 6-12_ Svaitch or clearly marked circuitvvatrHeater-, &12.1
bnc 3kec ec talc cx n ip_ff 4U? must tie r4vicieci. X rraal c>r built-in h ,t t6aproc ii ed.
swimming F'
mm
5 Spas 612-1 Spas & heated pcx}ls rr ust have rowers ( pt salat heatod)_ Non-comolerbal pools
rraust have a pump timer. { as spa & poot heaters must have a minimum thermal
efttcien of 7ti°d __ -
heads 612.1 Water must tedres@riomore t}iRn 22-5 IEons er minu4e at 4 F Sly_ _a w
Shower
All
ducts, fittings, Mechanical equiprr,ent 3TXJ plenum, chambers shall be mecbani aily AirDistubutionSystems610.1 attached,
sealed, insulated, and installed in accordance with the criteria of Sectona 610_ se
Karate roaq y a co4-'-::.BSN¢.' insulation _
604.1, 6()2-1 Ceili -Min. R-10. Common wall —Frame R-11 or CBS R 3 both sides. Gom
mon ceiling & flours R--11. F.
mergyGauge- DCA Form A-2001 Fnengy(3aug laRE S'2001 FLRGSB v302
ENERGY PERIF ORMANCE I-jEVEL (E PL)'
DISPLAY CARD
F,S'1-1I`VUTF,0 FNFRGY PFPFORMANCE SCORF.* 84.4
Ile higheir the score, the wore efficient ilic howe.
L New co-umbon or cAfisting Ncw IT Cooling systca-S
2- Sink faratly or mold -family strigie f4aily a- Cential Unit Cap-- 30.0 kDwjbr
Nuukerofunas, ifri,Wti-family I
4, Nornber of rrs 6 b- ck-aaral Unit
SEEK- 12.10
CUP- 36.0 k-JIM/hrS. Is this a Worst cw'c? yes Sl-.PR- U.05
6, Cmbtioned 11W area (w) 3515 IP c NIA
I Gtam, area & type
3. Clear - 3iroe paw 418,0 ft' 13- licating stcnas b-
Clear - double pane 0,0 W a, Eleciric Heal Pulup Cap 30,0kPirvja c-
rinVotber SlYX - sjugie pane 0,0 111 IMF; 7.55 d.
Tintlotba SUGC7 - &Ilblc Inarc 0.0 ft, b- Flectric llcatYump Crap: 36-0 Mu/1-a 8, floor types a.
Slab cia-Co-ade fA v In-sillation R-- 0 0, 162 0(p) ft c. N/A IISPIZ:
7.65 b
Raised W(x)d, Adjacern It- 11-0, 450.0ft' c
N/A 14, Pol watrrsy-,ilcins 9.
Wall types a Electric-, ResistAnce Cap: 50 0 gallcyrrs Concrete,
hu jrV;nj' J."XICITICA R-4.1,1039,6 W FT: 0,86 b,
flame, Vvroo(t Ex"ira 110, 1405,0 fix b NIA c
Ff-Mc, Wood, Adjacent d,
N/A c Cariscivni-ion ercclits e.
NIA 11R
Brat rccovery, &)jjr 10,
Ceiling types 11' -,MM hr D) -I)vdit at purnp) a-
Urvia Attic R=30.0' 1998 0 it, 15- 11VAC crodiu b.
N/A CF- CeilinF fan, MOR)ss ventilation, c,
NIA JIF-Whole housc fan, II`
Ducts Skxp:
Unc. Rct- Uxw, AIL Garage Sup, R 6-0, 1.0 ft RU Attic radinitbarrier, b.
Sup- Voc. Pet: Goo- AlL Interim Sup- R. 6k, I .O ft W, C—Multizkar- cooling, W-
1 1-Mottizouc, heating) I
certify that this horne has complied with the Florida F-neru f-' fliciericy Code For Building C-
OnsituctiOu th1-0110 the above encygy saving features which will be installed (or rxceeded) in
this houic before final inq 0 ef I)mtx th WiSC, a new EPI, Display (.;ard will be completed based
on iwtallcd Code coriVijaut f tijyes, D
A-4--a oaAddrcisofNcwll0o-
te-!BRISTOL FOREST TR. City/FLZip- LAKE MONRO E132747 N07-
E.- Ae hame,T estiarated energy peformance score is only available through the FI-41RES computer program, rM
n4iv-9—ofa Building EnerelyRafing. Ifyour score is 80 or greater- (or 86jor a lJSEPND0EE;,xergyStar designatian), your
home may quatifyfor energy efficiency morigage (FEM) incentives if youobtain a Florida Energy Gauge Rating, Contact
the Enei-gy Gauge Hotline at 3211638-1492 or seethe fneW Gauge web sitee at www-jscfedufor unto rmatioat
and a list of cerfified Raters. For information about Florida's Energy Effiwiency Code For Building C`anstrucjjon, contact the
Department of (7ommunijyAffairsat85014S7-1824. FnergyGaugeO (Vmion:
1-1,RCSD v3.2)
3
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8,M01
109 COMMERCE S I REET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Wes: MODEL ai14
weatltrido I%P, FL, US Winter
Design Conditions Summer Design Conditions OuWe
db 38 'F OuL-kle c1la 93 "F Inside
db 70 "F in db 75 T TD
32 'F De xj i TD 18 °T` Gaily
rYW M ReUke,
Wn*Ry 50 % Moisture
diffcrerx 43 (jrAb Heating
Summary Sensible Cooling Equipment Load Sizing Buikdir
j 1-*-at loss 46173 Btuh Stmeture 35939 BbAi Ventilation
air 0 Gfi n Vet-Mlation 19ffi Blut) Ventilation
air loss 0 Nth tt'n pe'rature swiog 3.0 "F Deskyl
I-KA kxKi 46173 Btuh Use mkj. dah 11 Ratelswncj rrluftiokr
O.N Infiltration Total seas.
equip_ k wKi 37161 Btuh WAY)d ' SinrlAified
Latent Cooling Equipment Load Sizing Cons-hiction quality
Average FireVA-ice-s
0 Internal w')hs 2300 Btrrh vent htion 2949
Btuh Heatin coolinq Infiltration
5528 Birch Area (111) 351
3,1515 Total htei A equip. ba 1 10777 Nth Volume (ft) 28120
28120 Air char "Ir
0-70 0,40 wll( 328 187ToUecuVrIXTA
Req. M' 070%
St 47W Btuh 4A
0111) cal:
xx* it ton Heating Equipment Summary
Cooling Equipment Summary NUe Iva Me
n1a Trade n1a Trade
P/a rva rva nia
Efficiency 1-
va
Efficiency rda Hezh-g 4"
Setr4-k cxxAr-g 0 Btuh Fleafirig (x4xA 0
Btuh Latent coolir-q 0 NO) He.* t 0 '
F Total (xx)fir-,g 0 Btuh AciuA=bnPq7h, n
0 GfM Actual a)oltmj fan 0 cfm Cleating air flow
factor 0.000 (tro3tuh Goosing air flow factor 0-000 chT03tuh IXxx' tI)ermostat
n1a La-d sensible heat ratic) 0 % Printout cer" by
AGCA to n)e(-A all requirements of Marital J 79 1 Ed, VVF11-:jt-1t-
SCXft Right -Suite Resi(lential'"55.06RSR26014 2002-Apr-04 10:16A7 CCK E \FdcskRFox &
Jacobs 2002\3514\3514,rsr Page 1
RIGHT-J CALCULATION PROCEDURES A, B, C, D
iEntire House
Procedure A ® Winter Infiltration HTIVI Calculation*
1. WnterinfiltratjonAVF
0,70 ach x 28120 ft3 x 0.0167 - 328 cfm
1--dated zones = 0 cfm
Tout! = 328 cfm
2 WrTler infibatk-xi load
1.1 x 328 cfm x 32 °F Wrier ID = 11W BUT
3. Writer infira-ation HTM
1 VA8 Btuh 392 fie Total Wndow- 29.5 BtutVft2
and area
Procedure I3 - Summer Infiltration HTM Calculation
1. Sunu73er infi < ) AVF
0T40 ach x 28120 ft-3 x 0,0167 - 187 cfm
Is ated zones = 0 cfm
Tctil - 187 cfm
2- Surrv-ner rnfil6rtfxxi kx`3d
1.1 x 187 cfm x 18 °F aj TD = 3712 Btuh
3_ Surwrrer hfitnr ) HT-M
3712 Ruh f 392 ft2 Total Midovr - 9.5 BtutVit2
and door artN3
Procedure C - Latent Infiltration Gain
0.68 x 43 grAb rnoist diff. x 187 cfm = `a528 Bh1h
Procedure D - Equipment Sizing Loads
1, Sensible- sizing "ad
Sensible ver t&ifi m load
1-1 x 100 cfm vent.
Sensible load for structure (Line 19)
Sum of vet ifilation and stm( l.jre k
R anti temperature spring mui6piior
Edurprr"A sizirxg load - sa-istk-
Z L. teat sizmxg keel
latent venfilatkxi 1
0.68 x 100 cfm vent.
Interrial kxads - 230 BUT
Infiltration load from Proo-dure C
Equtanxert
a
xg load - latent
C X)Stiudion Quality is: a
x 18 °F Stria -f D - 1Wi Btuh
r 35939 BlTh
37919 Btuh
x 0-98
37161 Btuh
x 43 gr4b moist_diff_ 2949 MIT
x 10 pe k- r 2300 Btuh
r `628 Birch
10177 Bih
No. of Fireplaces is: 0
itout certified by ACCA to nxel A reguuunxrts of Mar ul J 701 Ed.
e f 1Q9ht 2002-Apr-04 10,16_47
ICCK E_AF-desVRFox & Jacobs 2002"51M3514_rsr page 1
RIGHT-J WINDOW DATA
DEL AIR HEATING,AIR CONDITIONING,R Job-- 3514 8.29.01
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
w s D W G L s S 0 N A s 0 0 w c w s
N K I A L 0 T H V G N 1-1 v v H H N H
D y R L A W R A Fl L G C R R G T A A
w L Z E M D G Z L 0 x y T m R R
LILY
BDRM6
a n s il c n 0 d 1 1 '90 10 1.0 110 5,2 304 16.0 0.0
WIC/BTH2
FAMILY
n e a c n 0 d 1 1 90 1.0 1 D 11.0 52 54.4 32-0 0.0
a rl S Z) C n 0 d 1 1 90 1.0 to 11-0 5.2 30A 32.0 0.0
NOOKIKITCHEN
b 11 e zi c n 0 d 1 1 90 1-0 to 11.0 7.0 A. 4 4RO 0.0
DINING/LIVING
11 11 a C n 0 d 1 1 -1-0 1.0 11'0 52 20A 32,0 0A
n w a c 1) 0 d I 1 90 to 10 11'0 5.2 54A 32.0 0.0
BDRM2
rl w c C 1-1 0 d 1 1 90 1'0 1.0 4.O 5.2 54.4 32.0 CLO
BDRM3
a n s c c n 0 d 1 1 a) 1.0 to 1.0 5.2 30.4 16,0 13.5
BTH3[WIC
BDRM4
c c n 0 d 1 1 90 1.0 to 1.0 5.2 30A 160 13.5
BTH4
BDRM5
a n e c c n 0 d 1 1 90 1.0 1.0 1.0 52 54.4 16,0 Ro
V6U19htSC)t-t Right -Suite Residentiall 5:.5 06 RSR26014 2002-Apr-04 I0.16:47
EAFilesW\Fax & Jacobs 200213514Q514rsr Page 1
n c c D 0 d 1 1 90 to 1.0 1'0 52 54.4 32.0 0.0
MSTR. BTHfWIC
n n c c n 0 d 1 1 90 1.0 1'0 1.0 32 20.4 Wo 0.0
GAMERM
CF w G c n 0 d 1 1 90 1.0 1-0 1,0 52 54.4 32,0 OD
n w c c n 0 d 1 1 90 1'0 to 1,0 5.2 54.4 16.0 0,0
VVVlqhtSC->ft Right -Suite Residential- 5-506RSR26014 2002-Apr 04 10:16:47
FAFile-AfTox & Jacobs 2002\351413514,Fsr Page 2
RIGHTd WORKSHEET
IEntireouse0DELAIRHEATING,AIR CONDMONING,R Job: 3514 8.29.01
R-J. 7h LA
1 tkfmdRxvl E, Tke 1 ixise Z()I\E- 2
22 LevqhafeVcwdwJ 39RO R 170.0 ft 210-0 ft
33 R=i(frafisim,
44 CtA-v),S Omit. C kn 8,0 fi tic! d 80 ft d n 8,0 ftd n
TYPECU CST Iffm VM WA(MI) Awa Emlo-th) P-93a tfw u)) Nm
DTAXISIF WA Htg Ckj ft) l i1g Ck OF) l, 1k) ckj (w) Htq C4 mg Ck
5 GrUGS a 14B 4( 2.1 IXA MA 0
E)%xfM b 13C 3.` 1.2 a 0
vw k, a d c 12C 2-E 1 l(MI a W30
patifiom d 0.( 0,C c
e 0( 0. c c I
f 0 0 c 0
6 V1Ad ad a 1c 370 314 1 10M 14 M 2 171) 0
gUss WS h EC 3710 4( 1,17,9 1478 0
I k ArAl c, I9C 383 c 0
d W a 0
e Of 0 0
0(
7 V1Advc4fl t*4111 20A a 14(f) i G3 W 7%
qh&- Axys NLNW 0( 1 0 0
1Ox"ki(lENV154, AQ I loll I(fB 1"MW
S111-1w 00 0 0
So(Al 30.4 5 lai) 48 5 la)
I 1w ol) 0
d, 8 00*-f4w)m ZI 11A 717 4f4 117 VA o 4
b 11A IM 12,1 0 f 0
c 0.( f 0( 0,
9 M a MB 4f 21 UPI 0 2MB i 1k01 21KI
C 'NxXxxi b l 3.', 1,2 1, 2116 91 781 246) 91
V443m,j G 12C 2( 1,9 1510 Ml) 21f, Q C 0 1510 01" K"
FX Ofix ts C,j 0( 0.() C 0 0 f1 C 0 1
e0( 0.0 0 0 1 0 11 1
f 0 ( 001 c 0 0 0
10 cohn(jS a I(G V 1.4 AW) 21!A I 0 Q AW) 21FA 2W
1) 0( 0. E 0 0 0 0 0
0( 0 c 0 0
1 0 0( c 0 Q0
0 0 , ( 0
0( 0 0 0 0111Fkxxs 1 ZA 2-5.f, 0( 110 440F, 0 1 X 41M, 0 0
q,k)k,,, R xx i i b I CC, 1.' I OX 516 RY3 0 a 0 516 ali
lml-k-AT c 0,( V 0 0 C
is tik-4d 0( 0.( c 0 0 0 C 0 11 0 forsIb
H 0( 01 0 0 kKr,;)
F Of 0( C 0 0 0 Cc 0 0 12
IrOmton il 29- 9,2 J12 1 15ffi J-11 12 722 TA) 21(V 170 1011 161C 13
St I *)U kxz, fo 8-+ 114 12 41975 nix) Lfr'
s 04' frkl I KN AFY) U-
ss V, A dt I Heati
A j Fedeiraxn 14
E),.l kj,, I(N 4M 10%" z1b 1,33 15
1Ae -- 13,14 461 r3 2.'f G I AP18 16
K gigs: PCXAke @ 3110 Ic 7 24f) 3 IN)
2 OU a 17
W*Alnlgwe 7+8A?16 T672 iffil() 16142 0
Laz,
OxAryj
RAMN6A 1 0 28
LA KI g p] 07 1 la"I16 19
Rti fill I g4v (I 7,18)1'iF 1.00 1(A) l8la-11 lo1(')I 17,-f 21)
Ar reqi"j (drn) zu ) Zm lwol I lm 1_ PiiWcafified Right -
Suite
Residenfial- 5,5,06 RSR26014 2002-Apf-04 14.16 47 U Tile-
sMFox & Jacobs 20021351413514,rst Page 1
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R
109 COMMERCE STREET, LAKE MARY, FL 3274&6206 Phone: (407) 831-2665
For: CENTEX HOMES
Weather.- Orlando AP, FL, US
Job: 3384 9.5.95
Winter Design Conditions Summer Design Conditions
Outside db 38 -F Outside db 93 T
Inside db 70 'F Inside db 75 F
Design TD 32 "F Design TDig 18 F
Deily r
R e I afi vae"R u rn i d ity
M
55
Moisture difference 37 gr/lb
Heating Summary
Buildin .? heat loss
Ventil on air
Ventilation air loss
Design heat load
Sensible Cooling Equipment Load Sizing
61228 Btuh Structure
100 cfm Ventilation
3520 Btuh Design temperature swing
64748 Btuh Use mfq. data
Bate/swing multiplier
Total seas_ equip. load
Method Simplified
Construction quality Average
Fireplaces 0
Hearing Cooling
Area (ft') 3588 3588
Volume (ft') 33350 33350
Air chan es/hour 01 0A
Equiv. F (cfm) 390 223
Heating Equipment Summary
Efficiency
Heating input
Heating output
Heatiny temp rise
Actual -reating fan
Heating air flow factor
Space thermostat
n/a
0 Btuh
0 Btuh
0 'F
0 cfm
0.000 cfm/Btuh
44442 Btuh
1980 Btuh
3O 'F
0.98
45493 Btuh
Latent Cooling Equipment Load Sizing
Internal gains 1840 Btuh
Ventilation 2500 Btuh
Infiltration 5569 Btuh,
Total latent equip, load 9909 Btuh
Total equipment load 55403 Btuh
Cooling Equipment Summary
Make n/a
Trade n/a
n/a
n/a
Efficiency
Sensible cooling
Latent cooling
Total cooling
Actual cooling fan
Cooling air flow factor
Load sensible treat ratio
n/a
0 Btuh
0 Btuh
0 Btuh
0 cfrn
0.000 cfm/Btuh
B-Idale' values have been marrujily overridden dfPrintout
certified by ACCA to meet all requirements of Manual J 7th Ed. MW
VVjrp""
t._"-ft flight -Sine Resiienliall-5-0-45RSR26014 2001 - May-03 19:11: 16 4CACK
E.TResNcentex"54IV354lk354la-rsf Page 1
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Entire House
DEL AIR HEATING,AIR CCU NDITIONING,R Job: 3384 9.5.95
109 COMMERCE STREET, LAKE MARY, FL 32746-6706Ph"e'(407)831-265
Procedure A - Winter Infiltration HT IVI Calculation*
1. Winter infiltration AVF
0,7 ach x 33350 ft3 x 0.0167 390 cfm
Isolated zones = 0 cfi-n
Total = 390 cfm
2. Winter infiltration load
1.1 x390 cfm x 32 'T Winter TD = 13723 Btuh
3, Winter infiltration ILTM
13723 Btuh 627 ft2 Total window = 21.9 Btuh/ft'
and door area
Procedure B - Summer Infiltration HT IVI Calculation
1. Summer infiltration AVF
0.4 ach x 33350 ft'
2. Summer infiltration load
1.1 x223 cfrn x 18
3, Summer infiltration I ITM
4411 Binh / 627 ft2
x 0,0167
Isolated zones =
Total =
T Summer 1D =-
Total window
and door area
muvnmm
Procedure C - Latent Infiltration Gain
0,68 x37 gr/lb rnoist.diff. x 223 cfr-n = 5569 Btuh
Procedure D - Equipment Sizing Loads
1, Sensible sizing load
Sensible ventilation load
1A x 100 cfrn vent, x 18 'F Summer TD 1980 Btuh
Sensible load for structure (Line 19) + 44442 BtUh
Sum of ventilation and structure loads 46422 Btuh
Rating and temperature swin ruLlItiplier x 0-98
45493 BtuhEquipmentsizingload - sensille
2. Latent sizing load
Latent ventilation load
0.68 x 100 cfm vent, x 37 car/lb morst.diff- 2500 Btuh
Internal loads := 230 Btuh x 8 people + 1840 Btuh
Infiltration load from Procedure C + 5569 Btuh
Equipment sizing load - latent 9909 Btuh
Construction Quality is: a No. of Fireplaces is: 0
Boldrdahc values have been manually Overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
VVr-39htSCjj7t RighESude Residenbal" 5.0.45 RSR26014 2001-May-03 19i11:49
k;C,K E:Tiies centex13541\354153541a-c-t Page 1
RIGHT—J WORKSHEET
Entire House
DEL AIR HEATING,AIR CC) NDITIONING,R Job: 3384 9.5.95
109 COMMERCE STREET, TAKE MARY, F1.32146-15206 Rhme: (407) 831-?US
r--r- MANtJAL J: 7th Ed-
I Name of roomNab Entire House ZONE I ZONE 2
2 Length of exposed wallngthMbofLe 415,0 It 238.0 ft 177,0 ft
3 Room dimensionsRoomdi04CeringsCondit- OptionH 9 0 ft heat1cool d 9.8 It heaUcbol d ndn 8.3 It heaticool d it
TYPE OF CS- I ITM Load (Blub) Area Load (6tuh) Area Load (13tuh)
Mg
Area
Cig Htg 09rAreafit') EXPOSURE NO Hlg Gig (W) Htij Clg (ft) 1119 C19 (ft)
135GrossaT144.6 2A 1764 1764
270
0
1440
Exposed b 12 2 9 1 9 11710
0
1wallsandc13 3-2 L2 308 308
0
partitions d 0-0 0,0 0 0
0
e 0.0 0-0
f 0.0 0,0
0 0
0 0
6 Windows and a I C 37-0 421 15560 260 9610 161
0
5951
0
glass doors b 8C 37-0 112 4140 112 4140
0
Heating c 9C i 38-7 36 1394 36 1394 0
0
dU 00 0
0 0 0
NOe0 0
0
0
0
0
0
0
0
f 0.0 0 0
7 Windows and North 21.1 23645334988214 22 456 ....
0
lass doors NE/NW 39-4
Noting EjW 584
12
244
473
14228
12
106
473
6177
0
137 18050
SEISVV 47-4 10 497 10 497 0
South 30-4 61 2034 65 1976 2 58
I lofz 0.0 0 0 0 0 0 0
8 Other doors a 10U 14.7 99 58 854 576 58 854 576 0 0 0
0
0-1 0.0 0 0 0 0 0 0 0 0
00 (10 0 0 0 0 0 0 0 0 0
9 Net a 1413 46 2.1 1401 6483 2897 1407 6483 2897 0 0 0
exposed b 12C 2.9 19 1458 4199 2834 179 516 348 1279 3684 2486
walls and c 13C 3.2 12 290 914 339 290 914 339 0
0
0
0
0
0
partitions d 00 0.0 0 0 0 0 0 0
0 0 0 0
e 0.0 00
t 0.0 0,0
0
0
0
0
0
0
0
0
0
0 0 0 0 0
10 Ceilings a 16C 1.1 14 2109 222-1 2922 668 705 926 1441 1521 1997
b 0.0 0-0 0 0 0 0 0 0 0 0 0
c 0.0 0,0 0 0 0 0 0 0 0 0 0
it 00 0.0 0 0 0 0 0 0 0 0 0
e 0.0 (TO 0 0 0 0 0 0 0 0 0
f 0.0 00 0 0 0 0 0 0 0 0 0
11 Floors a 22A 25.9 0,0 238 6169 0 238 6169 0 0 0 0
Note: room b 20C 23 10 0 0 0 0 0 0 0
0
0
0
0
0
perimeter C 00 0-0 0 0 0 0 0
0
0
0 0 0 0
is displ, d 0-0 00 0
0
0
0
0
0
0
0 0 0 0 0 0forslabe (Yo Cro
0 0 0 0 0 0 0 0 0
floors) f 0,0 0,0
12 Infiltration a 211.9 TO 627 13723 4411 466 10199 3278 161 3524 1133
13 Subtotal loss=6+8. +I 1-t 12 55662 40983 14679
Less external heating 0 0 0
Less transfer 0 0
14 Duct loss 100/, 5566 10 4098 10T, 1468
15 Total toss =13f`14 61228 45081 16147
16 Int. gains: Peo to @ 300 8 2400 6 1800 2 600
0Appr@- 1200 2 1800 2 1800 0
17 SubtotRSHgain=7+-8--&-12+16 40401 25620 14781
Less external cooling 0 0
0
0
0 .... ....
Less transfer
18 Duct gainDuct 10-4
0
4040 10 2562 10-4 1478
19[ RSH gai.=(17+18)'Pl-F ITto 44442 100 28182 Mo 16259tLT (cfrn) 20 Air required Oj 2200 14 00 1400 8(
Printout certified by ACCA to rneet all requirernents of Manual J 7th Ed.
Rigl+Suike Residential— 5,0-45 RSR26014 2001-May-03 19:11:49
Page 1
RIGHT-J WINDOW DATA
DEL AIR HEATING,AIR GC} NDITTO NING,R
Job: 3384 9.5.95
log COMMERCE STREET, LAKE MARY, FL 3214G 6206 PhOnc (407) 831-2665
W
N
D
w
K
Y
D
I
R
W
A
L
L
G
L
A
Z
L S 0 N A S
0 T H V G N H
W R A H L G C
E M D G Z L 0
0
v
R
x
0
v
R
y
w
ti
G
T
H
T
m
w
N
A
R
A
R
SITTING
a
c
n
n
e
s
se
se
a
b
b
b
c
c
c
c
n 0 d 1 1 go 1.0
n 0 d 1 1 go 1.0
n 0 n I go 1 0
n 0 d I go 1,0
to
15.0
1 OO
10.0
1.5
tO
2-0
2.0
6-0
6.0
3O
8,0
54A
30.4
76A
47.4
19®0
19.0
12.0
20.0
0-0
19,0
12,0
20,0
MASTER BEDROOM
n a c n 0 d 1 1 go 1_0 1,0 1.5 6.0 20A 9-0 0.0
MASTER BATH
a
a
n
n
n
w
nw
sw
b
b
b
c
c
c
n 0 d 1 1 go 1'0
n 0 d 1 1 go 10
n 0 d 1 1 go l'o
1,0
1,0
1.0
1.0
1,0
1,0
5.0
5,0
5,0
54A
39A
47A
16,0
12.0
12,0
0,0
0,0
t5
FOYER
n w a c 11 0 rl 1 1 go 1,0 1,0 9.5 2.0 87A 12.0 0,0
DINING
a n w a cl n 0 d 1 1 go l'o 1.0 10.0 6-5 54A 39.0 0.0
KITCHEN
n s a c n 0 d 1 1 go l'o 1.0 11,0 TO 30A 7-0 0.0
BREAKFAST
n s a c n 0 d 1 1 go 1.0 1,0 11,0 6,0 30A 39-0 0.0
FAMILY
b
il
n
n
e
s
n
a
a
a
c
c
c
n
11
n
0
0
0
d
d
d
1
1
1
1 go
1 go
1 go
1,0
1.0
1,0
5.0
1.0
29-0
1,0
11,0
1,0
0
6.0
8-0
54.4
30.4
20A
39.0
19,0
43.0
20,5
0.0
o'o
LIVING
b
FI
n
n
e
e
e
a
a
a
c
c
c
n
n
n
0
0
0
n
d
d
1
1
1
1 go
1 go
1 90
1,0
1-0
1-0
JtO
12s0
11.0
2.0
1.0
2,0
3.0
8.0
8,0
87-4
54A
54-4
6.0
64.0
WO
6.0
64.0,
143
R 911-luIR,,id,,ti,11-5-045RSR26014
2MI-May-03 1911:49
page I
E:NFRet,,%centexN354lt354113541a,fsr
LOFT
n e b c n 0 n 1 1 90 1.0 1.0 0.5 4-0 87-4 19-0 1.6
BR2
n e b c 11 0 A 1 1 90 tO 1,0 0.5 5.0 54-4 23,0 1,5
BR3
n w b c n 0 d 1 1 90 1,0 tO 1,0 5e0 54A 16.0 0,0
n w b c ri 0 d 1 1 90 1.0 1,0 tO 5.0 54A 23.0 0,0
BATH3
BR5
a n w b c n 0 d I I go 1.0 1.0 0.5 4,0 54-4 16-0 1,3
BATH 2
BR4
n S b c ri 0 d 1 1 90 1,0 tO 1.0 5,0 30A MO 141
GAMEROOM
n e b c n 0 1 1 1 90 1,0 10 0,5 5,0 54.4 3 2,0 2,1
n e b c n 0 d 1 1 90 1.0 1,0 0,5 5,0 54.4 16,0 1.1
VVrjqhtS"ft Righl-Suite Residential" 5,0_45 RSR26014 2001 May-0319,11:49
E:WitcsxUWM41\3541a-tsr Page 2
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 82901
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Fo-FOMYCOBS
Wes- NIC03-3514
Weatm CAyido AP, FL, US
Winter Design Conditions
Otcke (it) '38 T Ins0e
db 10 T Dc--
iji TD 32 T Heating
Summary Buikfiru
f*,J loss 46113 Btuh VG4
I* Ak)f I i 1'w 0 CIT11 Valfilatk)
n air kv's 0 Mi fK}
A Vx-VI 46113 BUT IffiffmMum,
MAYA
Sh4lfk-d Corr-
Aruliol I (Imlity Avera(je FigUfkKS
0 Heating Coolin
Area (W)
V 3M WAIFT)e (
W) 2£1120 28120 r dory")
mr 0,70 0,40 Eqtiv. AVF ((*
n) 328 187 Heating Equipment
Summary rva T "
lie-
Ella rva Efficiercy
rva
Hc-A-
Kj i4AA I "--*xj
otj4xt 0 BUi Hal t(
ITP rise alri-aabrq
fan0T
0 cfm
Heafim) air
fk)w factor 0.000 chTMuh 1-va
Summer Design
Conditions Xitskle- dh
W T lnsick-r
db 75 T Dc--xji
TD 18 '17 DAy "w(
je M RdAre t*
jrricfityf';() % Moisture differerwe 43 (
IrAb Sensible Cooling EqUipment
Load Sizing Structure 3,AY39
BUT Ver-AkItion 19W
EM) Desqn tern pm,
ture sWiy 3.0 T Use nAj, (IM
U1 I af 'swixj
I mllfipkr 0.w total sai& equip. kvid
31161 BUh Latent Cooling Equipment Load
Sizing lflterld( ,Pur 2300 BUT
Volifilatill 2949 BUT Infilh-
abon 628 13h11
VOLA htent eqLftp, k-
KA 10/71 Mjh ToLA c c ailxrx
I kyad Rest, tc A 4
R70% SIR 47r w BUT 4-
4 ton u4xw*
Cooling Equipment SummaryNth,
rva FI-Ak,
Iva Ella
Iva F-ffKi(,
Tw-
y
rVa Sci-Lskle cc Arg
0 Btuh Latent (x"kj 0
BUT TOW coorirg 0 Bkh
A(AuA wdxj fan
0 Cfm Geolilq air flow h, dor
0-(M (-hTVM,jh Load -suvsik he -at rabo
0 % Pmtcg.A mWied by ACCA
tc) meet A "juketnerits ct ManEd J AT Ed, NA/V19htSC>Ft Right -Suite
Residential- 5,5,06 RSR26014 2002-Apr-04 10 16 47 E W 0es\AFox & Jacobs
200213514X3514 rsr rage 1
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8,2901
109 COMMERCE STREET, TAKE MARY, FL 32746 6206 Pbone: (407) 831-2665
Procedure A - Winter Infiltration HT M Calculation*
1. Wiriter hfiftTation AVF
0,70 ach x 28120 W
2 W"ter Mimbon "
1.1 x 328 cfm x 32
a W"ter Wjh4-,#"q HTM
11w BUT 392 ftz
x 0,0167 -328 ctm
lsouw 0 cfrn
Tctl = 328 cfm
F V\rtterTD = 11,548 Doh
Total vvindow 295 Btu"'
and docA- ar w-
Procedure B - Summer Infiltration HT M Calculation
T Surriner iifift-A)n AVF
OAO acts x 28120 ft, x 0.0167 187 daT
kAited zxxx-s = 0 din
Toil = 187 cfm
2, -%rviref i4ftation "xi
I'l x 181 Gfill x 18 'F Sian-a-FD 3712 MAT
3.-'Amy" ifikhori I IFM
3712 Rtuh I 392 ft2 Tolal vvindow = 9-5 1310A,
aid (k" area
Procedure C - Latent Infiltration Gain
0-68 x43 g0b moist Jiff_ x 187 cfm r628 Btl it I
Procedure D - EqUiptTIC!"t Sizing Loads
1, Serci)k, siArq k),)d
ATak. vff)tA-,itk)n Ick)d
1,1 x 100 ch-11 vent
Ser" 4k, kx-)d f6r,,ArtKAjre (L Tie 19)
SOrn of vE4-dation atA studure Uids
Ratiiq and tUT)[X1FotUL1 SWI-K) RIUlfitA"
EqLOT"It SilirYj kX)d - Sfft—VC
2. uatuA smg kxxj
La"t ventkition k),A
0.68 x 100 dryi vent.
IrAe"A loa(t- = 2A) MAT
Irdiftatior) UM ITorn R000(kile G
EctLiori(it sizi)q kxxi - k Act it
Corlstudion Cktality is: 1-1
x 18 '17 SAxygyrx-11) = 1980 Btuh
a" Bb-jh
37919 Btul i
x Wk
37161 MAT
x 43 grAb inoist.diff. 2M9 BUI
x 10 pok 2300 Bkfi
5528 BUT
107" fth
No. of Firephcxr, is: 0
rikxjt (xOfv-,d by ACCA to n-led of r1c > Of Ks-p-ial J 741 Ed VVVjqht--"
F-L Right -Suite Re,i,le,,Iiak"5506RSR26014 2002-Apr-04 1016AI ACCK
F:Wiles\RFox & Jacobs 2002t3514t3514,fsi Page 1
RIGHT-J WINDOW DATA
DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 B.MOI
109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
w s D W G L S S 0 N A s 0 0 w c w s
N K I A L 0 T Fi V G N li v v H li N H
D Y R L A W R A li L G G R R G T A A
w L Z E M D G Z L 0 x y T m R R
LDY
BDRM6
n s a c n0 d 1 1 90 1.0 1-0 11.0 5-2 30-4 16.0 0,0
WIC/BTH2
FAMILY
a n c a c 11 0 d 1 1 w 1'0 1.0 11'0 5.2 M4 32.0 0.0
a n s a c 11 0 d 1 1 90 10 to 11-0 5,2 30.4 32.0 OD
NOOK/KITCHEN
b 11 e a C n 0 d 1 1 90 1-0 10 11.0 To MA 40.0 0.0
DINING/LIVING
a n r) il C, ti 0 d 1 1 90 to to 11'0 5,2 20.4 32.0 0.0
a n w a c 11 0 d 1 1 w to 1.0 11.0 52 54.4 32.0 OD
BDRM2
a n w c c 11 0 d 1 1 90 1-0 1.0 4.0 52 54.4 32,0 0.0
BDRM3
0 d 1 1 1-0 to 1.0 5.2 30.4 16-0 13,5
BTH3[WIC
BDRM4
a n s c c n 0 d 1 1 90 10 1.0 1.0 5-2 30A 16.0 115
BTH4
BDRM5
a n e c c n 0 d 1 1 1.0 1.0 to 52 54A 16-0 0.0
Right -Suite Residential- 5.5.06 RSFZ26014 2002-A[4-04 10:16:47
EAFiLesV\Fox & Jacobs 2002\3514\3514-rsr Page 1
7"Iffism
a n e c c n 0 d 1 1 90 1.0 lo U 52 54.4 32.0 0,0
MSTR. BTHfWIC
a n n c c n 0 d 1 1 90 1'0 to 1.0 3,2 20.4 10.0 0,0
GAMERM
a n w c c n 0 d 1 1 90 to to 1,0 5.2 54.4 32,0 0.0
a n w c c D 0 d 1 1 90 to 1,0 tO 5-2 54-4 16.0 0,0
Right -Suite Residential— 5-5,06 RSR26014 2002-Apr-04 10:16:47
F-Wile-WTox X Jacobs 2002\351413514-tsr Page 2
EntireRIGHT WORKSHEE0 ®use
T
DEL AIR HEA-nNG,AIR CONS ONIN ,R Jots: 3514 8,29.01
100 COM1AP ERL'E STt2E:.ET I..AKE NARY Ek. 32/46-6206 phone: 407 831-2665
1 RNTr(fracm E1i6reFka 1 7C. -2
2 LmpdeqxuAAzA 380.0 4 170.0 ft 2100 It
3 tdxxnckrrrcf)xs
4 Ceiliwjs, WvItf14,n 110 111 NNAW d 8.0 ft d o 8.0 ft d o
WE OF UR Krm Arm Eat i) 114M I-mi b) farxa Will(£ h) AT"
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ResidentialT" 5.5.06 RSR26014 2002-Apr-04 10:16:47 9C * P
E:AEilesWox 9 Jacobs 2002\35140514.rsr page 1
r
I Vol 2
9 3 REVISIONS
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1
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rt eas,
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n , rsiae
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x
8 0: 24------ --f- - l i nre ,mu«s Taro ».tr + .
v0w #.@09 a c auv, arec epra sacxct. 1 ro
mn «tea,» uu DRAWN BY, 9WM DATE,, $!1el00,SGALE: iS GW4, nn.a t&p >wr tl} 6lasl$• sneEP
ufrAL bcacaa. / 1 aa., a++u*v'+w+++ ,0000 m t 04s u wa us y% 1 oegreAa z!/z'
CHECKEq 8v; eww DATE: a/t5/00ISHEET I JP t 3Si2E a Ham• wQA /f% ';ra mng . enb,b
brm ee 4tna„a;Ab l ProiaslenJ " oueL sas uc H DwG. ta0.!
t02t3e REV, N0, I cai ' a/ G 'I.rau v! „w+ `{• , ' zt
I 'ro 11
t } •., ffI ' j
gna". ctGNAT30N: Thsrma-% In -Swing Coar Wood +awes System
a t .t_bL r7JE"R4 r M'}Ai1Nar Si7F smgia up to 9'4 x 8'0 m/.o side ?, I
Couble up to b'4 x 8.0 w/wo sidv7+:as
rc mr O+JfK7r X, OX, X0. OXO, xx, OXXO
nra br irFSCRlPTt@kr The hood and side jambs are Pnggrioint airs®
mfosu6nq c min. 4-9/16' .ith d ':/2" rabbeted st-p-
9i16` Ted
i37 ff ANCHOR
r
J a z 2-1/2'
rrN wS
t,.d./ T ZY YJe®1CX
2X ttO(
1 x T FMOW4
d.`.i
2-112*
Prri WS j
r j TYPE ANCHOR
s x Mxsw
b®
x
s 1,75, dace.
t£XitCY-pt SiDF.W+B
Tn 13t 8^-Xvi{
9 9 4 e&V.
aa
7F4'r RE A'[jNr'
3 WX 16' 010' S;n9ta Positrva. 67.0 PSF Negative 67.0 PSF
Single with Sidelites Positive 60.0 PSF Nagoti a 64.0 A F b cr ty
I° Double w/wo Sidelitas Poslkhrer 47.0 PSF Negative 47.O PSF Z c COGcc
to — !
3/ss' r N lf2 gat {fig O 4
TYPE ANCHOR 3` 7$" O.0
1 7 a T b±iFitNC Q<
m
w
cc
tb fL t.'a 4
IX
4 a
Y.
i% i b • r
Q i
2 i) (
Sro oats T)
cnracizezENor BLCrx
w1% sue-
EAo owe
wvc
2 4 9% @i;cx
31W T?PCON
Ir
W
TYPE
ANCHOR7777a
fLCO TAPCOtd Of' EO 'fit
gas C8. SHW A+,77rvG)
II(
U9 -
t
l o Iz,
vP a t5- OR
SHIM SPACE
SY 7X SUe-eUGX
sm+5 M4`i NC
e f S.S84.,393?
ZFJ 1, This ayatsm hog been am Iotod .'or use in toc.Gons adhering to the I.fido Building Code a
and whmra praegura requirements as dsEarminad by ASC.E 9 kir;mum Dag+gn ¢cads ?or 6u+tding3
GTL 4/3/02
SG+L N.T.S.
and Other S"ctwss do rot exceed the dasdgn prasc,re ratings listed harem,
DWCM 9Y, W,LN
2. For ns¢g3o ons where the aub-buck as lase, than 1-112' (FBC section 1707,4.4 Anchorage Mathods CKX, SY: q,m,
and sub -sections 7707.4.4.1 and 1707.4.4.2) Topcon type con.crate anchors must ba used and the PRAVANM. tom,: .
Iength must bg such that a minimum 1-1/4' engag4nbnt of tha Topcon into the rnononry wo11 is obta;nad.
d-02201
WC I x
Th-TP Out-Smirq Ocor Wood ;-Me$ 73 *m
1-MAX
1o
is O.C.
iingla Positive 67.0 PSF Negative 67,0 PisSINI. up to 5'4 B'O side)is.
Singt® with S;dkes posit;,# $0.0 psF' Negative 60,0 PiF
DovDW P to 8'4 S'O /.. 4awlitas )
oub)e ./*a S;dthtes Positive 47.0 PSP Negabo 47.0 PV C co
X. Ox, X0, OX0, xx, cXXO <)
7Na head and side jambs cre ron-joint P;he
moos.hng a min. 4-9/16' aAh . 1/2' loob-14d stop.
Ci
18' 0.clrPEAM>00A
N AL„' A00
4SONRY LW7EL I x
ORMALL
APCON
z T"PE ANCHOR
BW<
3115- TAPCON
Is
TYPE AAK>KW 25- WY
SHIM SPACE waIL-2
3115- TAPOONT:-
TPE ANCHOR Q
z
a 2-1
75"J 15
PFN WS
UASONRY BLOC
C.25' UAX
S H; W i'25' kp"
lz c,
SPACE
LIM
z31i6' TA -CON
L'i
4"4i t LaMaR :E
TYPE ANCHOR
Q
acc TAPCON OR EOQAL 0/76, TAPWN
TTPZ ANCHOR
F-U a. (ZM L8, SHEAA FAT;NG)
cn
SHW SPACE
Y-
So
A
A
CJk'TPFMWS
2-112-
1 2 FIRRiNO
7 DR WALL
Ix BUCK
ONS LTM7S C,
2 nARjN6 1, 7hi. "t ho. be.h —ivct-d far iotlti-s ooh0ljhq the F7-dc SN>idlr,q Code
AS' ACN.
ORYW,,
51 Buildingsandhe,* pressure "u,art3 as det.;-c by A--E 7 klin m.rn Ccogn foods for 80diR." C-SM DAM 4/3/02
and Ott- do hot exceed the aaigri p-s-re ratings listed herein. ZX SLCK -iCALE --NT 5VE"CsL Sxr 6
Z For who,* the sub -buck is loss thr,n 1-112' (F3C section 1707,4,4 Aacnping® Methods
CA
ONG, BY: 10,LN,
and 1707.4.4.1 orid 1707,4.4-2) Tapcon type coha,.ta oh.h.rs must be used and the 7.K 6Y P
4n9th must be such thol c minimum 1-1/4' engagement of the Topcon into the mcson'y -0 is oWchlad. DRAWING NO.:
3. When using c IX sub -buck c 6-9196" jamb is requimd to isliow for min. edge spacing for Topcon type anchwl
Or
41V
Thermo -Iry in -Swing / OLt-5winq Door Wood Promos System
Single up to 5'4 X Wo , "/wo Sidoi;tds
Double up to 8'4 x 8'0 w1wo aid,hitae
X, ox, X0, OXO1 xx, 0XX0
The hood and side iambs f7r# fing*rjOint Pint
moc;surinq c min, 4-9116' with C 1/2' rabbeted stop,
DOUBLE 2X w
HEADER
1/2' DAn'WALL
Pi 5al
ZX STUD
2X ACK STVQ
M we
IbMMO
is 2-?/Z'
PFM WS
41)
St04 SPACE
1A5, MWEwa,
LMall-PR' SILI rG
Single Positive 67.0 PSF Negative 67.0 PSF
Single with Sideiites Positive 50,0 PSF Negative 50,0 PSI
Double w1wo Sidelites Positive 47.0 PSF Negative 47,0 PSF
10M
This system has been evaluated for use ;n jocol;Qns adhering to the F7oridc Buiiding Code
and where pressure requintmentJ as determined by ASCE 7 Winirnum Design Loads for Suildil;$
and Other Structures do not exceed the design pressure roUngs iistoa herein.
NAINNUMM
CAM a/3/02
SCALC., NL7 I
L-7T—HERMAoTRUS
TMER CL4SSIC-,OTH STAR' 04WV4 " SWOL-1 AND OOU WA
WIVUT WDELUM WWLATED RSS:l(3 DOOR wTH V=O FRAMES
7 _7
11, THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA
BUILDING CODE 7994 EDITION FOR M"I-DADE COUNTY
2. WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SMALL BE AS LISTED AND SPACED AS
SHOWN ON DETAJLS, ANCHOR EMBEGMENT TO BASE MATERi
SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RA77NG SEE TABLE PAGE I.
5. THIS PRODUCT PDfa-LQT M 7 THE WATER REQUIREMENTS
FOR MAMI-CADE COUNTY.
6. W"l-DADE APPROVED IMPACT RESISTANT SHUTTERS
7. SIDELITES ARE AN OPTION AND CAN BE USED IN A
SINGLE OR DOUBLE CONFIGURATION-
HS
Eg2a_jhjjjL Fibergloss avg. min. yield strength
v(min'),we'000 Psi
moothSlar 0.070: minimum skin thickness
FilberCfassic 0, 1 JO minimum skin thickness
L2LI_gj Polyurethone foam core.
Witt 9.9 Ibs. density by F.
j'ua{fan'' the ppoonei skin is tnted from q 0.070' Ihk-
Ls N ed Wilt) 1.9 ibs
e Sheets ore glued to the
fwcvd With a wood ivcx black
kxaGor, The hinge
JanPed and dhe top Wail orn rail ore of 0 -odell. is
the inactive door is fitted
Wth0) of 5063-T6 cI*,
The frnv is cor,51jvcled from fir1r joinled The
the side with f3) 16ga. I/ crown x long
10*3 at each side. The ions ore secured together in 0 si6eae appli-ion
using 18 x 2* knil PFH Wood Screws (6) suvin Per each rru'Iion The units
use cn Inswing Soddle thresWd rnmur-aq 5,75' x 1548'
lS;deme ponels One Som'ich *Zed V, p two piece
y are dry glazed on the ejjs6o, whh on 176 thk. c-Jluicr
gg162fig tape (St 11 To A coul ed w?!h s6mne- The Ike formes On! held
0 x 1p k
X2 iQnqR0sCrvw'
TABLE
0F
O TENC7
SHEET E'CMZ',
37 5 MAX.
RA L , ' WIDTH
36" MAX.
PANEL WIDTH
cr
X
z
4 0 <
N C UNIT
74. 5' MAX. OVERALL FRAMI W10TI1136.625' MAX,
PANEL WIDTH
W ASTRAGAL
T7
I
E
LjM
7
i DESIGN PRESSURE RATING
WHERE WATEtN FILTRATIIOYPE IT RE I
iREMENTIS PLOT NEEDED SINGLE 67,0 PSF -
67.0 PSF DOUBLE + 55.0 PSF -
55.0 PSF W-- ;I & ELi TE1i +
55.0 c S
PSF-
55,0PSF1
105.5' MAX. OVERALL
FHAML
W101i-9 —1 36,625" MAX 155'
MAXPANELWIDTHr---TFR E
WIDTH W/ASTRAGAL !3.75 . MAX. i7 rll ,
WIDTH 15- 1
WIDTH ALL Q
68.
5' MAX.
OVERALL WIDTH —
4 y-L-v1—EW-FQ
36' 15.5' MAX 5-Q INTERIOR 1 PANEL
WIDTH FRAME WIDTH 7175' WX, WIDTH 7.125'
MAX. D,
L-
O. WIDTH it
t MANMFURM, 7-5,"
1- 41
MASTE-
TF"- 71TLa7'F # D-
z 46 N.T.
S. T:
7
S-2151
Z
74
C6
20
Z:
2
o a'33
7 38 34
0
8 o" 57
Li
O
2EEPI P j2 R R
1,66' MIN, FOAM GASKET
PANEL THK. SUCONE CAP BEAD
67 0
5
19
1 4
In W
4" I?; Al"
U p.
SEE 'OTE
5 S11T I
4;Wx
E NOTESSEEISHT4
5' MiN. 5 w Mi N
TGLASSTHK55
2525
ry
1.63- MIN,
PANEL THK. EL T.
0 : ,a 1
00 V19 L
Tl 7,
m
11
cu "W
S— f2l -5 1
mlim
3
ASTRACAL RETAINER
BOLT 8.0' LG. TOP
BOTTOM (2) BOLTS
AT TOP & (2) AT 807TOM
TRAGAL
1,? 5" MIN,
EMS.
25' MAX. SHIM
15' MIN
IFC —
SINK
C43 SEE NOTE1 _5 SHT. 4
w
FOAM CASKET &
SILICONE CAP BEAD
22
01036
41
E NOTE ISNOTE
SHT. 43T
CTION
3 0 SIDELINE TO BUCK
CL
ACTIVE
L LlL'
18
SEE NOTE 6 3
SHT. 4 FOAM GASKET
SIUCONE CAP BEAD43SEENOTE
45
1 7h. 43 1j,3378 25 o M
i R
10
z
0
G
4
6 Li
26 9 0 29
41
SEE NOTE 1 uj'
37 SHT. 4
SEE NOTE
7 SHT 4
EH Rl"ll N
3 HINGE15 TO 51DELITE
C U,12,ii, 47 lO o I A
112•7
7CHC sr: RW S-
2151 of
1. 15' MIN.
EMBED.
IN
C-SINK
F7 '
5' M(- -
LEERL-1-p
25' MAX
SHIM SPACE
@iTclzl "-a To SUIK'
NOTES:
1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS
SIDES; 5,5, FOUOWS: VERTICAL FROM THE TOP DO" ON
27.5, 3&375-, 49-375- A 60,375-. HORIZONTAL
THERE ARE (2) SCREW BOTH Top AND BOTTOM AT 2.125-
IN FROM EACH CORNER.
2. SPACING FOR ITEM NICL 27 (18 x I' PANHEAD SCREW)
ATTACHING THE ASTRAGAL To THE t#WTIVE DOOR IS AS
FOUOWS: FROM THE TOP DOWN 1. 3, 5, 18.25,
40,5'. 59.25, 74.25, 76.25' & 76.25'.
3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WfTH
3) 16GA, x 112' CROWN x 2' STAPLES AT BOTH SIDE.
4, THE THRESHOLD IS ATTACHED To THE SIDE JAM6S WITH
2) 16GA. x 112' CROWN x 2.5' STAPLES AT BOTH SIDE
5, THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM
NO. 43 (18 x 2' PFH, WOOD SCREW). THERE ARE (4) AT
EACH VERTICAL AMB, FROM THE TOP DOWN AT 13.5-,
31', 4&5' 66'. THERE ARE (2) AT THE HEADER AT 4- IN
FRGM THE OUTSIDE CORNERS OF THE FRAME THERE ARE
2) AT THE SILL, 4- IN FROM THE OUTSIDE CORNERS.
6. SPACING FOR rrFM NO, 43 (18 x 2' SCREW) SECURING
THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER
ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP
FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7® 0 C.
7, WHEN ATTACHING THE HINGE TO THE jAma AND THE SUCK
USE ITEM NO, 12 (110 x 2' SCREW). WHEN ATTACHING
THE HINGE TO THE JAMB AND THE SIDEUTE AT THE
MULLION USE ITEM NO. 37 (110 x 1 314' SCREW).
1
I,,) MIN
15" MIN. T
C-SINK
17--TT
I
HINGE JAMB TO BUCK,
m
SEESEE NOTE
5 SHT. 4
T1
36
411
Z
SEE NOTE
SHT. 4
S" ,
R SECTION
TO S"ELITE
Ti
f -t"777-
17
12
10 SEE NOTE
7 SHT. 4
25' MAX.
SHIM SPACE
m
mg
m
I
SEE DETAIL "F® SHT. 5
135 -
3
f— 3-
SEE DETAIL
SHT. 5
TYR
I
0
SEE NOTE
3 SHT. 4
01
of TM
SEE DETAX
E' SHT. 5
16
SEE DE-TAJL
G,
C' TYP,
TYR.
Dt
SHT. 5
D4 TYR.
77 m 6- 6-4 SEE NOTE
110 4 SHT. 4
3' 3'
ETnn ffNTRAL FLORIDA B-10-ASo 22
22VBt F OR wl
MANUFACTURER NAME,
MASTER.
A. 0-357' BOLT DEEP
ENOUGH FOR A 2
w13BOLTT'RO
12
13
10 1
ATTACH ASTPACAL THROW BOLT ASTRAGAL THROW BOLTS
STRIKE PLATE TO FRAME AT THE THRESHOLD
3 4 o
Ana -
I
lmslll=
14
813.654.M31
SCAU-1 N.T.S.
TJH
RW
S-2151
T-T
1--41
SEE DETAIL
E' SHT. 5
TYR,
p 33
SEE DETAX
F- SHT. 5
4
6- 3
3'
6 3-3
93
T-
il\SEE NOTE
13 3 SHT, 4
I SEE NOTE SEE NOTE
TYR, SEE DETAIL 3 SHT. 4 6 SHT. 4
F, SHT, 5
TYP. SEE DETAIL
G- SHT. 5
SEE DETAIL
SEE DETAIL
H' SHT, 5
Typ, E' SHT 5
TYR.
SEE DETAIL
rSEENOTE 'G' SHT. 5 m. K Typ. M.
n14 14 4 SHT 4
6-
6
Typ.
3:
E NOTE
Y
3'
4ESHT. 4
TYR,
ILUR Wl 45,
3' GLASS 32
40 SITE
133' 0
1 -.463-
GLASS SITE 32
118-
TEMPERED 25 118- TEMPERED I25LASS
F, CLASS 40
0
25'
AIR 0
15' AIR L/7 0 SPACE 0
SPACE 118-
TEMPERED i
1/8- TEMPERED GLASS GLASS
jfN Rl F 41 cn
SEE NOTE\<7,S, 36
6
1 SHT. 4 41
STEEL SE
NOTE 1 .25' STEEL INTERCEPT INTERCEPT SHT, 4
SPACER SPACER J_:_ IN
INEI 1:
E TOM _
LJLJE&
I IN f L4ZING
IT FRAMDETAILqmmRA3 m
Nil7771 , I ^ - ,
v4
4.563®
W1.063'
Ul--
aiJt
2 21
FINGER JOINTED PONDEROSA PINE
m
ILL
09 7'
FINGER JOINTED PONDEROSA PINE
I
33
FRAM
FXTRUDED BTS
1141
T
rn LL
L'lwm"C FID a 15
0 09' EXTRUDED '4NYL WAI-L
0
0 WOOD COMPOSITE
2 In
tl
1. 537
Lc--iQE—RAIL
WOOD COMPOSITE
f
1-- 7, 0 7 7'
I , 5,31'--4
rrc P1 LNW ,F l;TII F
FINGER JOINTED PONDEROSA PINE
1 .264 1
D 9.531
I
pLA FRAME
WOOD COMPOSITE ALL)M
19
I
Do
IN
a 1, YY WLowG
11C0N5UL7ANT-5. w4c
855,684.5931
08 10 01
o N T,S
U'l
TlIl
T RW
WOO OLBLOCK
FINGER Jot,,,ITED _PONDEROSA PPINE7
1,531
Ci
WOOD COMPOSITE
1
1 592,
cv
LJ 17 9"
O "DPR®I N71 I P FOAMELL
CORE WWLJACKET N 4
579
BY THERE-
TRU FOAM CELL
CORE WIIANYL JACKET A- DRILL
TRU FOR 357' DLkASTRAGALDRILLTRU
FOR A 18 RETAINER BOLTS PFH w000
SCREW 2PLCS WINCjAM R
11 WPISTRIKE PLATE I F--
I ,
316" ---
I t7_
17Q=
I 12
1.
531 ' PT 1
5
0 E
Z) LLJll C26 C)
L-
L
a '14 -
d 4 ASTRAGAL
HAS
2) 8,0
Ln IN BOLTS 0
B0770M 2) &Q- BOLTS
0 TOP
1 767' 24
WNLAM$LR
II
WR887 1 I'll
t;
llZ.yL"lZOATC08 10
0 SCAL' N.T.
S. ASTRAGAL R T"
TJH VATERIA-1:
CIRJR
PW YELLOW CHPIZAIE Dq.
04
JUN-21-21e02 09:52 MILESTONE WINDC"S 41r? 323 13T29 P. 02
Alan Plante, Chief Plans Examin
Orange County Building Divisio
Administration Building, Ist Flo
201 South Rosalind Avenue
P.O. Box 2867
Orlando, FL 32802-2687
407) 836-S760 I
R VE, Florida Extruders Fenestration Masteffile 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 Associations meeting at their offices
on )une 19, 2002, this letter was the agreed upon procedure for manufacturers to
clarify the issue of "IX Buck" thickness nomenclature used on installation drawings.
Builders/Installers when pulling permits for Florida Extruders- windows will have to
include this letter with the- Installation details. Florida Extruders requests the
Orange County Building Division to file this letter -against the Masterfile Numbers
and Installation Drawings Identified on the attached listing.
Based upon a review of the signed and scaled 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-.5tructural applications (I,e-, buck thickness less than I 'h") do es n t
influence the lateral resistance capacity of the concrete screw (i,e- Tapcon)_
Therefore, buck thicknesses less than I Yz" are acceptable as nori-strvctural
attachments when the window, door or mullion is installed using a 3/16" concrete
screw with a minimum embedment on I %`. Concrete Masonry Units should have a
wall thickness of 1 1/4" and a precast sills thickness will exceed I "A'. The drawings
cJearly delineate the requirement that a minimum embedment depth of 1 1/4" 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 I 'A'.
Therefore, for Florida F_Xtruder installatJon drawinqi% vwhere a non-
structural buck is used, nomenclature such as -IX buck by others" or
vimillar Nitatements &hall be construed to mean that a buck thickness of less
than 1 1/2- is acceptable. The definiVion of a non-structural buck is based
on Section 17074_42_ of the Florida Suildinij Code.
JIJN-21--2002 09-52 MLESTONE WINrOAS 40? 323 9729 P.03
Pk)dda
AM kffawfi"I. fiv.
The attached table lists all Florida Extruder drawings in the Orange County
Fenestration Masterfile affected by this engineering statement. Any questions
should be addressed to the undersigned.
Mamm
Robert J. Amoruso, PE
Florida Extmders International, Inc-
Certlficate of Authorization No. 9235
Cc: Fad Moore/FEI
File
PE Sealing Statement -
The letter was . signed ands eafel
h amljfolit' 1-2
A rubber stamp seal was also
applied to facilitate reproduction
for Orange County Building
Division Masterfle scanning -
nit.. 2002-LTR-!p
2540 JQw*tt Lane, Sanfi>Ilr L32 7i1-116" - (407)323-3366 Fax (40-7) 322-3J37
M
R-Q Universal Forest Products
Shoffner LLC
Re: 5KJ8744
Centex Homes Orlando 3514 2nd. Floor
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:
53908744 FG13
53908744 FT1
53908744 FT01
53908744 FT2
53908744 FT5
53908744 FT7
53908744 FT8
53908744 FT9
53908744 FT12
53908744 FT13
53908744 FT14
53908744 FT15
53908744 FT16
53908744 FT21
Loading (psf) TCLL 40 TCDL 10 BCLL 0 BCDL 5
My license renewal date for the state of Florida is February 28, 2005
12/11/2003
John M I resley License # 55886 i
f'
The seal on this drawing indicates acceptance of professional engineering responsibility solely for the
truss component(s) listed and attached. The suitability and use of each component for any particular
building is the responsibility of the building designer, per ANSIFFPI-2002 Sec. 2,
Eastern Division
i Vb) 1t r r t :s.. A, i . h'! ' 3',6i `?ri i' r ,r,.
Job Truss Truss Type 1 Qty Ply 1 Centex-Orlando/31
53908744 FG13
lJob Reference (of
Universal Forest Products,lirc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, m
I [ - 1-2-2 f
1.5x3 -,
7x8
A
7x8 -
34 FP=
7x6 3X6 11 3X6 11 3X6 11 7x6
D E F G H
3x6 FP
7x8
1
scale -
I .5x3
7x8
K
7x6 1-- 7x10 M11181 1 7.8 -- 7x6 =
3x6 ii 3x10M08HFP - 7x8 = 700 MHIWI= 7x6
300 NV1181-i FP --
3x6 1; 7x6 --=
11 -6-1 0_ 3 10 13 L 0 3-0___ 8-7-3 i 10-11-6 13-3-9 15-7-12 17-11-15 19-6-8
19-6-8
PIatQ Offsets _(-X'Y):_[A:Edqe,0 3 -01, 1A:0-1 8 0 0-81, 1K'0 -1 -8 -0 -3-0,11 d ge], [L:Ed 9 e,0-3-01 fW:Edge,O 3-018], 1K:0
LOADING (psO SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP
TCLL 40,
0
0 Plates Increase 1 0 TC 0.65 Ved(LJ-) -0.51 Q-R >450 TL20 245/193
TCDL 10 Lumber Increase 1.00 BC 0.76 Vert(TL) -0,70 Q-R >327
BOLL 010 Rep Stress Incr NO WB 0,77 Horz(TL) 0.11 L n/a
BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/defl 360 Weight: 170 lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No_2 TOP CHORD Sheathed or 4-9-4 on purlins, except end verticals_
BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4 X 2 SYP No,3
REACTIONS (lb/size) L=2683/0-8-0, W=2683/0-8-0
FORCES (lb) - First Load Case Only
TOP CHORD A-W=-2668, K-L,-2668, A-B=-3033, B-C-7267, C-D=-7267, D-E=10155, E-F=-1 1581, F-G=-1 1581, G-H=-10155, H-h7267, I-J=-7267, J-K=3033
BOT CHORD V-W=0, U V-5586, T-U=9075, ST=1 1216, R-S=l 1216, Q R-1 1922, P-Q--1 1216, O-P=1 1216, N-0=9075, M-N-5586, L-M---o
WEBS A-V=3845, B-V=-3475, B-U=2339, D-U=-2410, D-I-=1469, E-T=-1444, E-R=497, F-R- 464, F-Q=-464, G Q=497, G-O=-1444, H-01469, H-N=-2410, J-
N=2339, J-M=-3475, K-M=3845 NOTES (
3) 1)
All plates are TL20 plates unless otherwise indicated. 2)
Recommend 2x6 strongbacks, on edge, spaced at 10-0 0 oc and fastened to each truss with 3-16d nails Strongbacks to be attached to walls at their outer ends or restrained
by other means. 3)
Truss shall be fabricated per ANSI/TPI 1-95 quality requirements Plates shall be of size and type shown and centered at joints unless otherwise noted. provide bracing where
indicated and within 4" of interior joints. Bracing indicated on this street is to reduce buckling of individual members only and does riot replace erection and permanent
bracing required for the overall building design. Building Designer shall verify all design information on this shoot 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 frarries and locations are for administrative purposes only and are not part of the review or certification
of the truss designer. LOAD
CASE(S) Standard 1)
Floor: Lumber Increase=1 .00, Plate Increase- 1 -00 Uniform
Loads (plf) Vert:
L-W=-10.0, A-K=-270 0
53908744
Universal
I rLiss i I russ I ype (Xy my 1 Centex
Frl -4T OOR
I !Job Re
Products,hic, Burlington, NC 27215, Jeff Kerr 5.00o s Feb 20 2003 MfTek
4 2nd/jsk/5-19-
U6 FP
A B C D E F 0 i K I M a
Scale = 1 30 [
P
3x6 FP 3x4 -
LOADING (psf) SPACING 2-0-0 i CS1 DEFL in goc) I/doll 1 PLATES GRIP
TCLL 40.0 Plates Increase I .00` TC 0.05 Vert(L-L) n/a n1a i TL20 245/193
TCDL 10.0 Lumber Increase 1,00 BC 0.01 Verif I LJ n/a nla
BOLL 0.0 Rep Stress Incr YES WB Q03 Horz(Tl 0.00 Q nfa
BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/delf 360 Weight: 81 lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 4 X 2 SYP No,2 BOT CHORD Rigid coding directly applied or 10 0-0 oc bracing.
WEBS 4 X 2 SYP No.3
OTHERS 4 X 2 SYP No.3
REACTIONS (Ilb/size) Q=47/18-6-8,AF=56/18-6-8,AE=142/18-6-8,AD=148/16-6-8,AC=146/18-68,AB-147/186-8,AA=147/18-68,Z=147/18-6-8,Y=147/18-6-8,
X=1 47/16-6-8, W=1 44/18-6-8, U=1 45/18-6-8, T=l 46/18-6-8, S-11 49/18-6 8, R=l 37/18-6-8
Max Herz AF=6(load case 1)
FORCES (to) - First Lead Case Only
TOP CHORD AF-AG-50, AG-AH=-50, A AH=-50, Q-Al=-42, P-Al=-42, A-B= 6, B-C- 6, C-D= 6, D-E= 6, E-F=-6, F-G-6, G-H=-6, 1 J - 6, J K=-6, K-L= (3, L-M---6,
M-N=-6, N-0=-6, O-P=-6
BOTCHORD AE-AF=0, AD-AE=0, AC-AD=0, AB-AC=O, AA -AB =0, Z-AA=0, Y-Z=O, X-Y=O, W-X=0, V-W=0, U-V=6, T-1-1=6, S-T=6, R-S=6, Q-R=6
WEBS B-AE=-131, C AD=-134, D-AC=-133, E-AB=-133,G AA=-133, H-Z=-133, l-Y=-133,J-X=-133, K-W=-133, L-U=-133, M-T=-133, N S-1136, O-R=-125
NOTES (6)
1) All plates are 1.5x3 TL20 unless otherwise indicated,
2) Gable requires continuous bottorn chord hearing,
3) Truss to be fully sheathed from one face or securely braced against lateral Movement (i.e. diagonal web),
4) Gable studs spaced at 1 4-0 oc,
5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails- Strongbacks to be attached to walls at their enter ends or
restrained by other means-
6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4" of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shelf verify all design information on this street for conformance with conditions and
requirements of the specific building and governing codes and ordinances. Tho truss designer accepts no responsibility for the correctness or accuracy of the design
information as it rnay relate to a specific building. Any reference,, 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: 53908744
Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT1
Job Truss Truss Type
539OB744 FT01 FL
Universal Forest Products,lne , Burlinglon, NC 27215. Jolt Kerr - -----
A B C D E F C, H i J
1i --
11
rti
1
i 1
11 - -
1 I-
s -
I
I S 1 s
3x6 FP=
9
Oty Ply Centex-Orlarido/3514 2nd/jsk/5-19-3
1 1
Job Reference(optional) l
5.000 s Feb 20 2003 MiTok Industries, Inc. Men May 19 14:15A6 2003 Page I
3x6 FP-
K L M N 0 P Q
F=
v=- -
I -,
T2
HR A=- - SJF 1,I S--
I ''
N "IT
Suile, - 1:38
R S T
3111I
3x4
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) LdeflI PLATES GRIP
TOLL 40,0 i Plates Increase 1.00 TC 0,05 Vert(LL) n/a n/a T L20 2451193
10TCDL Lumber Increase 1.00 BC 0,01 Ved(I L) n/a n/a
BCLL 0 Rep Stress Incr YES WEI 0,03 Horz(TL) 0.00 U n/a
B CDL 5.0 Code FBC 2001 (Matrix) 1st LC LL Min I/defl = 360 Weight 104 IIn
LUMBER BRACING
TOP CHORD 4 X 2 SYP No,2 TOP CHORD Sheathed or 6 0 0 oc pUrlins, except end verticals,
ROT CHORD 4 X 2 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc. bracing. WEBS 4 X 2 SYP No.3
OTHERS 4 X 2 SYP No,3
REACTIONS (lb/size) AN=56/23 10-8, U---47/23 10 8, AM=143/23-10-8, AL=148/23-10-8, AK=146/23-10 8, XJ=147/23-10-8, AI=147/23-10-8, AH=147/23 10 8,
AG=144/23-10-8, AEn=145/23-10-8, AD=147/23-10-8, AC=147/23,10-8, AB=147/23-10 8, AA=147/23-10-6, Z=147/23-10-6, Y=147/23-10-8,
X=146/23-10-8, W=149/23-10-8, V=137123-10 8
Max Herz AN=6(loacl case 1)
FORCES (lb) - First Load Case Only
TOP CHORD AN-AO=-50, AO-AP=-50, A-AP=-50, Ll-AQ=-42, T-AQ-42, A-B=: 6, B-C=-6, C-D= 6, D E=-6, E-F=-6, F-G=-6, G-H=--6, H+--6, LJ=-6, J-Km-6, K-L=-6, L-M=-6
M-N=-6, N-O=-6, O-P=-6, P-Q=-6, Q-R=-6, R-S=-6, S T=-6
BOT CHORD AM-AN=0, AL-AM=0, AK-AL=O, AJ-AK=O, Al-AJ=O, AH-AI=O, AG-AH=O, AF AG=O, AE-AF=6, AD-AE=6, AC-AD=6, AB-AC=6, AA-AB=6, Z AA=6, Y-Z=6,
X-Y=6, W-X=6, V-W=6, U-V=6
WEBS B-AI'vi C-At-=-1134, D AK=-133, E-AJ=-133, F-Al=-133, G-AH=-133, H-AG=-133, J-AE=-133, J-AD=-133, K-AC.1133, M-AB=-133, N-AA--133, OZ=-139
P-Y=-133, Q X=-133, R-W=-136, S-V -1125
NOTES (6)
1) All plates are 1.5x3 TL20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing,
3) Truss to be fully sheathed train one face or securely braced against lateral movement h e. diagonal web).
4) Gable studs spaced at 1-4-0 oc,
5) Recommend 2x6 strongbacks, on edge, spaced at 10-0,0 OG and fastened to each truss with 3-16d nails, Strongbacks to be attached to walls at their enter Finds or
restrained by other means,
6) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information oil this sheet for conformance with conditions and
requirements of the specific building arid governing codes arid ordinance's. 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 jot) carries and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner.
LOAD CASE(S) Standard
Truss Type
53908744 F-r2
oniversal-Forest Pioducts,inc., B
1,5X3 H
1.50
1,50 3X6
A B
yIV
in
Job Reference
srr 5,000 s Feb 20 2003 MiTek inclUSIF
1 -712 it 20-0 1-7 12
3x4 = 1,50 I1 1,50 i! 3x4
E F G H
3x4
I
Moll May - 19 14.15:46-2003 Page 1 1
1 5X3 11
M 1,50 -
K
w
3x4 :3x6 -- 3x4 - 3x4 - 3x4 :- 3x4 ---3x6 FP,- Us , - 3x6 --
10-1-112, . ..... ''I 3-13 8 15-9-6
18-6-8
Plate Offsets -(X,Y):-- ------- - ----- 1P:0-1-8,Ed9eb [9:0-1-8,Edge]
LOADING (psf) SPACING 2-0-0 GSI DEFL in (10c) I/dell PLATES GRIP
TCLL 40-0 Plates Increase 1,00 TC 0.35 Vert(-L) -0,28 P-Q >784 TL20 245/193
TCDL 10.0 Lumber Increase 1.00 BC O.91 Veil(TL) -0.38 P 0 >571 1
BCLL 0,0 Rep Stress Incr YES WB 0.43 Horz(TL) 0,08 L n/a
BCDL 5,0 Code FBC2001 (Matrix) Weight: 94 In1stLCLLMinI/detl = 360
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0 0 oc purlins, except end verticals.
BOT CHORD 4 X 2 SYP No2 BOT CHORD Rigid coiling directly applied or 10 0-0 oc bracing. WEBS 4 X 2 SYP No.3
REACTIONS (lb/size) L=996/0-38,-F=1003/0-6-0
FORCES db) - First Load Case Only
TOP CHORD T Lr=38, U-V=-38, A-V=-38, L-W=-38, K-W=-38, A-B=O, B-C=-1801, C-D=-3003, D-E=-3003, E-F=-3745, F-G- 3745, G-H= 3745, Wl-3026,
J-K=-2
BOT CHORD S-T=1035, R-S=2539, Q-R=3439, P-Q3745, O-P-3454, N-0=2569, M-N=2569, L-M-1078 WEBS
B-T=-1406, J-L=-1432, B-S=1066, J-10=1057, C-S--1027, I-M=-1018, C-R-644, I-G=:636, E-R=-606, H 0=-595, E-Q=375, H-P=356, F-Q=190, G P=-163 NOTES (
2) 1)
Recommend 2x6 strongbacks, on edge, spaced at 10-0 .0 or; and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their enter ends or restrained
by other means. 2)
Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. provide bracing where
indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection arid permanent
bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements
of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information
as it may relate to a specific building. Any references to job names and locations are for administrative purpose, only and are not pall of the review or certification
of the truss designer. LOAD
CASE(S) Standard Customer
No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/
Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT2
16-3Job- -1-flos's
53908744 FT5
1 1- 1 --3- 0 1
1,5x3 11
1 50 —
1.50 = 3x4
A B
R
1,LL,hJk
12 11 11 lob Reform
Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Indus
1-7-12 2-0-0 1-1-4
3A = 3x4 = 1.5x3 11
G D E F 3x4
3x4
G
on May 19 14:15A7 2003 Pads 1 1
3x5
1.5x3
S
3x4 = 3x4 = 3x4 ---- 3x4 =, I 5A 1! 3x4 : - 3x6 - - 3x4 ,
2-90 5-3- 01034 111 60 -14-0-0 -0 1 -- ---- 15-
6-0 Plale
Offsets-- --- X,Y): [F:O-1 -8, Edge], [H:O- 1 -P, Edge], [M_0:1-8,Edge f
LOADING (
pst) SPACING 2-0-0 DEFIL in (loc) I/dell PLATES GRIP TOLL
40D Plates Increase I 0o Vert(LL) 0.23 M-N >791 Lumber
Increase TC
0,62 TL20 245/193 BC
TCDL10.0 aso 1 00 0.83 Vorl(TL) -0.32 M-N >567 BOLL
0.0 Rep Stress Iner YES WB 0,42 Horz(TL) 0.04 1 n/a BCDL
5 0 Code FBC2001 (Matrix) 1st LC LL Min Well = 360 Weight: 79 In LUMBER
BRACING TOP
CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purfins, except end verficafs. BOT
CHORD 4 X 2 SYP No,1 ROT CHORD Rigid ceiling directly applied or 10-0-0 oe bracing. WEBS4X2SYPNo.3 REACTIONS (
Iblsize) P=835/0-8 0, 1=829/0-3-8 FORCES
gb) - First Load Case Only TOP
CHORD P-Q-36,Q-R=-36,A-R=-36,1-S=-828,H-S=-827,A-B=0,B-C=-'1442,C-D=-2328,D-E=-2501,E-F=-2501,F-G---1986,G-Fi=822 BOT
CHORD O-P=853, N-0--2016, M-N=2567, L-M=2501, K-L=2501, J-K=1528, 1-J=43 WEBS
E M--42, F-L=197, B-P=-1159, B-0-819, C-O=-799, C-N=434, D-N=-333, D M=-82, H-J--1059' G-J982, G-K=637, F-K=-742 NOTES (2)
1) Recommend
2x6 stiongbacks, on edge, spaced at 10-0-0 on and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their enter ends or restrained by
other means. 2) Truss
shall be fabricated per ANSIrFPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted Provide bracing where indicated
and within 4" of interior joints. Bracing indicated on this street is to reduce buckling of individual Members only and does not replace erection and permanent bracing
required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of
the specific building and governing codes and ordinances The truss designer accepts no responsibility for the correctness or accuracy of the, design information as
it may relate to a specific building, Any references to job names and locations are for administrative purposes only and are, not part of the review or certification ofthetrussdesigner - LOAD CASE(
S) Standard Customer No:
11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job:
3514 ALL ELEV. 2ND FL R Date Req:05/21/2003 Draw No:53908744FT5
Job I Truss 1 Truss Type
53908744 !FT7 I FLOOR
Em
9 J
5,000 a Feb 20 2003 MiTek Industries, Inc, Man May 19 14:15:
3x6 FP
F 6
3x6 FP--
Scale - 1
M
20-6-0
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) l/defl PLATES GRIP
TCLL 40,0 Plates Increase 1,00 TC O05 Vort(LL) n!a n/a i TL20 245/193
TCDL 10.0 Lumber Increase 1.00 BC 0.01 Ved(TL) n/a n/a
BOLL 0,0 Rep Stress Incr YES WB 003 Horz('I'L) 0.00 S n/a
BCDL 5,0 Code F B C 20 0 1 (Matrix) I st LC LL Min I/defl = 360
j
Weight: 90 lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing.
WEBS 4 X 2 SYP No,3
OTHERS 4 X 2 SYP No,3
REACTIONS (lb/size) 5=-5/20-6-0,AJ=53/20-6-0,AI=1461206-0,AH=147/20E3-0,ACi=147/20-6-0,AF=147/20-60,AE=-147/2060,AD--147/20-6-0,AC=147/20-6-0,
AB=147/206-0,AA=147/20-6-0,Z=145/206-0,X=144/20-6-0,W=147/206-0,V=145.'20-6-0,U=152/20-6-0,T=10B/206-0
Max Herz AJ=4(toad case 1)
Max UpliftS=-5(load case 1)
FORCES (lb) - First Load Case Only
TOP CHORD AJ-AK=-48, AK-AL=-48, A -AL -Aft, S-AM=10, AM-AN=10, R-AN:=10, A-6=-4, B-C=-4, C-D=A D-E=A E-F=-4, F-G=-4, G-H=-4, H 1-4,
K-L=-4, L-M=-4, M-N=-4, N-0--4, 0 P=-11, P-QA, Q R=-4
BOT CHORD Al-A,J=O, AH-Al=0, AG-AH--O, AF-AG=0, AE AF 0, AD-AE=0, AC-AD=0, AB-AC=O, AA-AB=O, Z-AA=O, Y-Z=0, X-Y=4, W-X=4, V W-4, U-V=4, T-U=4, S--T=4
WEBS B-Ah-132, C-AH=-134, D-AG---133, E AF=-133,G-AE=-13:3, H-AD=-133, I-ACC133_J AB=-133, K-AA=-133, L-Z---133, M-X----133, N W=-134, O-V=-132,
P-U=-136, Q-T=-104
NOTES (7)
1) All plates are 1.50 TL20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 In uplift at joint S.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or
restrained by other means,
7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to jot) name- and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
Job Truss
I i
153908744 11=16
Universal Forest Prodr
truss Type lQty Ply Cenlex-Orlando/3514:
i
FLOOR 11 j 1
Job Reference (option
BurlinglWjjJ 215, Jeff Kerr 5.000 s Feb 20 2003 MiTek industries, Inc_ M
1-3-0 -
5x4
15x3 _=--
1.5x3 -_
A
lx
e1 W
1,5x3 1E 50
1-4-8 2-0-0 1-4-8
3x5 -_ 3x4 = 3x6 FP--- 3x4 == 15x3 II 1.50 II 3x4 -- 3x4 = 3x5 -
B C D E F G ri 1 .J
fM
LOADING (psf) SPACING 2-0-0
TCt_L 40.0 Plates Increase 1.00
TCDL 10.0 Lumber Increase 1.00
BOLL 01 Rep Stress [nor YES
BCDL 5.0 Code FBC2001
LUMBER
TOP CHORD 4 X 2 SYP No.2
BOT CHORD 4 X 2 SYP No.1
WEBS 4 X 2 SYP No.3
3x4 :--: 3x4 3x4 3x4 3x10 WIWI FP -=-
3x5 -
5x4 --
1.5x3 =
t.5x3 =
K
v
Y
i.
5x5 ='= 1.50 ii
Seat Plate Here
9 1-8 11-4 8 14 0 0 16 6-0 --- 19 0 0 20-
20-6-0
fjel, IR 0- 8,Edg ]
CS1 DBFL in ioc) Itcfefl PLATES GRIP
TC 0-48 Ved(LL) -0.40 Q R >607 1120 245/193
BC 0.87 Ved(TL) -0.55 Q-R >441 r
WB 0.59 Horz(TL) 0.09 L nla
Matrix) 1st LC LL Min f/defl = 360 i Weight: 104 lb
BRACING
TOP CHORD Sheathed or 6-0-0 or; purfins, oxcept end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing -
REACTIONS (lb/size) L=1107r0-8-0, V=1107/0-8-0
FORCES (lb) - First Load Case Only
TOP CHORD V-W=-1100, W-X=-1100, A-X=-1100, L-Y=-1100, Y-Z=-1100, K-Z=-1100, A-B=-1082, B-C=-2809, C-D= 3931, D E--3931, E-F=-4567, F-G=-4567, G-H-4
H-1m-3931, I-J=-2809, J-K=-1082
BOT CHORD U-V=O, T-U =2093, S-T=3499, R-S=4336, Q-R=4567, P-Q=4336, O-P=3499, N-0=3499, M-N 2093, t_-M=0
WEBS A-U=1471, K-M=1471, B-U=-1405, J-M=-1405, B-T=996, J-N=996, C-T- 960, I-N=-960, C-S=601, I-P=601, E-S= 564, H-P=-564, E-R=301, H Q=301,
F-R=-171, G-Q---171
NOTES (3)
1) All plates are TL20 plates unless otherwise indicated.
2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be altachod to walls at their outer ends or
restrained by other means.
3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated anti within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
Permanent bracing required for the overall building design. Building Designer shall verify all design information on [his sheet for conformance with conditions and
requiremonts of the specific building and governing codes and ordinances. The truss designer accepts na responsibility for the correctness or accuracy of the design
information as it €nay relate to a specific building- Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744
Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT8
Job Truss Truss Type
53908744 FT9 FLO
Universal Forest Products,inc., Burlington, NC 27215l_ieft -kerr
Qty j Ply Centex-Orlando/3514 2nd/jsk/5-19 3
4 1
Job Reference (optional)
ob-'s Feb 20 200,3 MiTek Industries, Inc. Moir May 19 1
1
4:15 - :48 2 - 003 Page 1
5x4
l,5x3
1 5X3
A
x
w
1-3-0
Scale - 1 34, 11
I—, 1-1-_-5-:0 11 , -, 2 0 10 J 1 1510 1
3x5 = 3x4 = 3x6 FP-. 3x4 I .5x3 11 1.5x3 it 3x4
B C D F F C11 it
3x4 3x5
i t
1.5x3 11 5X5 == 3x5 3x4 == 3A 3x4 = 3x4 7 --- 3x 10 M 111 8H F P - 5X5 = 3A
30
1-6-0 4
Plate Offsets (X,Y): [kEdqe,0-1 -8, Edge]
LOADING (eel) SPACING 2-0-0
TCLL 40.0 Plates increase 1,00
TCDL 10.0 Lumber Increase 1,00
BCLL 0,0 Rep Stress trier YES
BCDL 5.0 Code FBC2001
LUMBER
TOP CHORD 4 X 2 SYP No.2
BOT CHORD 4 X 2 SYP NoA
WEBS 4 X 2 SYP Nri.3
91-2-0 If 50 14-1-0 16-7-0 19-1-0 20-7-0
207-0
GSl
T-
DEFIL in1 loc) I/defI PLATES GRIP
TC 049 Ved(LL) -0,41 Q R >595 TL20 245/1193
BC 0.89 V(,rt(TL) -0,56 Q-R >432
WB 0,59 Horz(TL) 0,10 L n/a
Matrix) 1st LC LL Mtn I/defl 360 Weight 104 lb
BRACING
TOP CHORD Shealhod or 5-11-3 oc purlms, except end verticals.
SOT CHORD Rigid caring directly applied or 10-0 0 oc bracing,
REACTIONS (lb/size) L=1109/0-3-8,V=1115/0-8-0
FORCES (lb) First Load Case Only
TOP CHORD V-W=-1 108, W X=-1 108, A-X--1 108, L-Y=-1 103, K-Y=-I 102, A-B--1091, B C=-2834, C-D=-3973, D-E= 3973, E-F=-4634, F-G=-4634, G H=-4634, H-I=-3'
I-J=-2869,J-K=-1 141
BOT CHORD U-Vr-0, T-LJ=21 10, S-T=3532, R-S-4387, O-R=4634, P-Q-4401, O-P =3561, N-0=3561, M-N=2152, L-M=57
WEBS A-U=1483, K-M-1474, B-U=-1417,J-M--_-1 407, B T=1007, J-N=997, C-T= 971, 1 N= 962, C S=613, I P-604, E-S= 576, H-P- 564, E-R=319, H 0-301,
F-R=-177, G-Q=-169
NOTES (3)
1) All plates are TL20 plates unless otherwise indicated.
2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3 16d nails. Strongbacks to be attached to walls at their enter ends or
restrained by other means.
3) Truss shall be fabricated per ANSI1TP1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this shoet for conformance with conditions and
requirements of the specific building and governing codes and ordinance,,,. The buss designer accepts no responsibility for the correctness or accuracy of the design
information its it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of Ore review or
certification of the truss designer.
LOAD CASE(S) Standard
Job- - -- Truss
53908744 IFT12
I I 1 3-0 -1
5A
1,50
1,5x3
A
JV
U
1 FLOOR
Burlington, NC 27215,
Qty Ply ce'ritex
Jot) Re
5.000 s Feb 20 206 MiTek
1 5 8
it
2-0 0
14 2nd/jsk/5 19-3
ronal)
Inc Mori May 19 14:15A9 2003 Page
Scale 1
5.4
3A 1z 3x4 3x4 = 1,5X3 11 1,50 ii 3x6 FP 3x4
B G 1) E F 0 14 1
1'5X3 1: 5x4 3x4 = 3x6 FP 3x4 ---: 3x4 = 5x4 = 3x4 - 5x4 - 3x4 :
9-4 0
1 4-0-0 6- -0 -- 9-A-0 _8 17-2-8 ----'92-8_ 11-4 0 llf5 13 2-8 15-8,8
17-2-8
Plate Offsets (X,Y): [A: Edge,0- 1 -8],
1
P
11 :
0 - 1 - -8, Edge], JN:0 -1 -8,Edgel, [0 0- - 1
1 -
8,E dge.) ------
LOADING (josh j SPACING 2-0-0 CS1
I DEFIL in (loc) I/defl PLATES GRIP
TCLL 40,0 Plates Increase 1100 TC O.86 Vert(-L) -0.30 0 P >675 TL20 245/193
TCDL 10.0 Lumber Increase 1,00 BC 0.89 Veit(TL) -0A2 O-P >487
BCLL 0.0 Rep Stress Incr YES W13 0,49 Horz(TL) 0,06 K n/a
BGDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deti = 360 Weight: 89 11)
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-6 7 oc purlins, except end verticals
BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc, bracing. WEBS 4 X 2 SYP No 3
REACTIONS (lb/size) T=929/0-8-0, K=923/0-3-8
FORCES (lb) First Load Case Only
TOP CHORD T-U= 925, U-V=-925, A V=-925, K-W--923,,)-W=-922, A-B=-892, B-C=-2244, C-D=-3031, D-E-3095, E-F=-3095, F-G-3095, G-H= 2250, 1-11-1--2250,
I-Jn-939
BOT CHORD S-T=-O, R-S=1717, Q-R--2759, P-Q--2759, O-P=3228, N 0=3095, M-N=2798, L-M=1751, K L-,48
WEBS E-0=18, F-N=-465, A-S=1213, B-S=-1 147, B R=733, C-R---716, C-P--378, D-P=-274, D-O=-169, J-Lz 1212, I-L=-1129, I-M=694, G M=-762, 6-N=704
NOTES (2)
1) Recommend 2x6 strongbacks, on edge, spaced at 10 0-0 oc and fastened to each truss with 3-16d nails, Strongbacks to be attached to walls at their outer ends or
restrained by other means,
2) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual inernbers only and does not replace, erection arid
permanent bracing required for the overall building design. Building Designer shall verity all design information on this street for conformance with conditions and
requirements of the specific building and governing codes and ordinances, The truss designer accept-, 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 pail of the review of
certification of the truss designer.
LOAD CASE(S) Standard
UVIRTUNT'stal Zia , TMrk
913JODMissIrUSSIype
53908744 IFT13 FLO .9 R
Universal Forest Products, Inc., Burlington, NC-2M5, Jeff Pei
N
LOADING (psf) SPACING 2-00
TOLL 40,0 Plates Increase 1,00
TCDL 10'0 Lumber Increase 1.00
BCLL 010 Rep Stress Iner YES
BCDL 510 Code FBC2001
LUMBER
TOP CHORD 4 X 2 SYP No.2
ROT CHORD 4 X 2 SYP No.2
WEBS 4 X 2 SYP No.3
OTHERS 4 X 2 SYP No.3
E IF
y Ply Centex
Jot) Re
5 000 s Feh 20 2003 MiT.k
G
14-2-01---,----
14-2-0
CS! EFL in (loc) I/defl1TC -05 Vert(ILL) n/a n/a
BC 001 Vert(TL) n/a n/a
WB O 03 HorzI 0,00 M n/a
Matrix) 1st LC ILL Min I/delf = 360
BRACING
ne Mon May 19 14:15A9 2003 Pagel
Scare . IZZ'
I K L
PLATES
TL20
Weight 63 In
GRIP
245/193
TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing,
REACTIONS (lb/size) X=53/142-0,M=24/14-2-0,W=146/14-2-0,V=147,'142-0,U=147/14-2-0,T=147/14-20,5=147114-2-0,R=147/14-2-0,Q=147114-2,0,P=145/142-(),
0=152/14-2-0, N=116/14-2-0
FORCES (lb) - First Load Case Only
TOP CHORD X-Y=-48, Y-Z=-48, A-Z--48, M-AA,-19, AA AI L-AB= 19, A-B=-3, B-C=-3, C-Dm-3, D-E=-3, E-F=-3, F-G=-3, G I H 1«-3, I-J=-3,J-K=-3, K-L=-3
BOT CHORD W-X=3, V-W=3, U-V=3, T-U=3, S-T=3, R-S=3, Q-R=3, P-Q=3, O-P-3, N-0-3, II
WEBS B-W=-1 33, C-V=-1 34, D-U=-1 33, E-T=-1 33, F-S=-1 33, G-R--1 33, H-Q=-1 34, I-P=-1 32, J-O,-1 38, K-N=-1 06
NOTES (6)
1) All plates are 1.5x3 TL20 unless otherwise indicated,
2) Gable requires continuous bottom shore hearing.
3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails, Strongbacks to be, attached to walls at their enter ends or
restrained by carer means.
6) Truss shall be fabricated per ANSlfrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise rioted. Provide bracing
where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner,
LOAD CASE(S) Standard
lob Truss Truss Type Qly 1 Ply lContex-Odando/3514 2nd/js
53906744 FT14 FLOOR 1
i .1) Reference (optional) f
Kerr15UniversalForestProducts,lirc., Millington, N; 15, Jeff Kker 5 000 s Feb 20 2003 MiTek industries, Inc. Mon
I i ----
1-3-0
1
3x4
1.5X3
1.5x3
A
aZ
i L9X3 H 3x5 -
0- - 11 - 0
3X4 = 3x4 - 1,5x3 11 1.5x3 11 3x4 3x4 -
a G D E F G
sm
3x4 -- 3A -- 3x4
7-6-0
14-2-0
I
UU-1- in (loc) Weir PLATES GRIP
Ved(-L) 010 M >999 TL20 245/193
Vert(TL) 0.13 M >999
lor-z(TL) 0,03 1 n/a
I st LC LL Min I/detl = 360 Weight: 75 It)
Scale - 1 23A
LUMBER BRACING
TOP CHORD 4 X2 SYP NO2 'FOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 0-0 oc bracing. WEBS 4 X 2 SYP No.3
REACTIONS (lb/size) P=759/0-8-0, 1=75910-8-0
FORCES (lb) - First Load Case Only
TOP CHORD P-Q=-753, Q-R=-753, A-R=753, I-S=-753, S-T=-753, H-1=-753, A-B=-707, B-C=-1709, C-D-2152, D E=-2152, E-F=-2152, F-G=-1709, G-H-=-707BOTCHORDO-P=O, N-0=1 361, M-N=2029, L-M=2152, K-L-2029, J-K-1 361, I-J--O
WEBS H-J=9611 A-0-961, G-J=-909, B-G=-909, G K=484, B-N=484, F-K=-445, C-N=-445, F-L=167, C-M=167, D-M=-97, E-L= 97
NOTES (2)
1) Recommend 2x6 strongbaGkS, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or
restrained by other means.
2) Truss shall be fabricated per ANSVTP1 1-95 quality requirements Plates shall be of size and type shown and centered at joints unless otherwise rioted. Provide bracingwhereindicatedandwithin4" of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this street for conformance with conditions and
requirements of the specific building and governing Bodes 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 riot part of the, review orcertificationofthetrussdesigner,
LOAD CASE(S) Standard
Job - -- - it russ Truss -T
53908744 FLOOR
Universal Forest Prod ucts, Inc ., Burlington, NC 72
11-3-0
5x4
1.50
1,50
A
JI
x
1w
3x4 =
3x6 Ffl-- 3x4
B 0 D
Oty- y -Ply TI Cenlex-Orlando/3514 2r id/jsk/5-19'3
6 1
Job Re - I - rence (optional)_
00 S Feb 20 2003 MiTek Industries, Inc. Men May 19
p-110-12t 2-0-0 P-1-0-1
3x4 :- 1,50 11 1,5x3 11 3x4
F F C, 14
1.5x3 11 5X5 3x4 30 3x4 3x4 3x10 M1118H FP _3x4 5X5 = 3x4
3x4 =
1:6-10 4-0-0 1_6-6-0- 8-7-12--___ j 10-10-12
19-6-8
Plate Offsets (X,Y): kEdge,0-1-8], tK0-1 -8,Edgel, [Q:0: 1 -8, Edge], [R:0-1_ 8 Edge] LOADING (
psf) SPACING CS1 DEFL in loc) I/detl PLATES GRIP TCLL
40.0 Plates Increase 1.00 TC 0.42 Verl(-L) -0.33 Q-R >692 TL20 245/193 TCDL
100 Lumber Increase 1.00 BC 0.80 Vert(Ti-) -0A6 Q-R >503 BOLL
0,0 Rep Stress Incr YES WB 0,56 i Horz.(TL) 0,08 L n/a BCDL
5,0 Code FBC2001 I Matrix) 1st LC LL Min I/defl = 360 Weight: 100 11) LUMBER
BRACING TOP
CHORD 4 X 2 SYP No,2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT
CHORD 4 X 2 SYP No.1 ROT CHORD Rigid calling directly applied or 10-0 0 oc bracing. WEBS4X2SYPNo.3 REACTIONS (
lb/size) L-1051/0-3-8,V=1058/0-8-0 FORCES (
lb) - First Load Case Only TOP
CHORD V-W=-1051, W-X=-1051, A-X=-1051, L-Yw1046, K-Y=-1045, A-B=-1029, B-C=2654, C-D=-2654, D-F-3673, E-F-4166, F-G=-4166, G-H=-4166, 1-1 1-3 I-
J;=-2687-J-K=-1076 BOT
CHORD U-V=-O, T-U=1989, S-T=3293, R-S=4030, Q-13=4166, P-Q=4041, O-P=3318, N-0-3318, M-N-2029, L-M=54 WEBS
A-1-1 1399, K-M=1389, B-U= -1335, J-M=-1325, B-T=926, J-N=915, D-T_-888, I-N=-879, D-S-529, I-P=520, E S= 497, H-P=-485, E-R-,218, H-0=201, F-
R=-148, G 0----139 NOTES (
3) 1)
All plates are, TL20 plates unless otherwise indicated. 2)
Recommend 2x6 strongbacks, on edge, spaced at 10-0 0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their enter ends or restrained
by other means. 3)
Truss shall be fabricated per ANSI/TPI 1-95 quality requirements Plates shall be of size and type shown and centered at joints unless otherwise noted. provide bracing whereindicatedandwithin4' of interior joints Bracing indicated on this street is to reduce buckling of individual members only and does not replace erection and permanent
bracing required for the overall building design. Building Designer shall verity fill 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
Centex-Orlando/3514 2nd/jsJobTrussTrussTypeeqtY.
53908744 FT15 FLOOR
Einiversal Forest Products,lnc., Burlington, NG 27215, Jeft Kerr- 5.000 s
E
150
A 1.5x3 II
1,50 -_
1
fJob Reference (optional)
20 2003 MiTok Industries, Inc. Mon May 19 14 15:51 2003 Page 1
Scale - 1:10.
1,5x3 II
01.50 lI E 1.5x3
1, 5x3 ::-
1.5x3 I 1,50 Ii 1 5x3 (( 1,50 ii 1.50 ii
I 5-5-0
LOADING (psi) SPACING 2-0-0
7
CSI i EFL in
I
fee) I/deft PLATES GRIP
TCLL 40.0 1 Plates Increase 1,00 TC 0.05 Ve t(LL} n/a n/a TL20 2451i93
TCDL 10.0 Lumber Increase 1.00 BC 0.01 Ved(TL) n/a n/a
BCLL 0.0 Rep Stress Iner YES WB 0.03 Horz(TL) 0.00 F n/a
BCDL 5.0 Code FBC2001 I Matrix) 1st LC LL Min I/deft 360 Weight_ 26 lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-5-0 or, purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3
OTHERS 4 X 2 SYP No.3
REACTIONS (Ib/size) J=57/5-5-0, F=61/5-5-0, 1=142/5-5-0, H=148/5-5-0, G=14&/5-5-0
IM
IN
FORCES (Ib) - First Load Case Only
TOP CHORD J-K=-50, K-L=-50, A-L=-50, F-M=-54, M-N=-54, E N--54, A-B=-6, B-C=-6, C-D=-6, D-E=-6
BOT CHORD I J=6, H-1=6, G-H=6, F-6=6
WEBS B-I=-130, C-H_ 134, D-G=-135
NOTES (5)
1) Gable requires continuous bottom chord bearing.
2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
3) Gable studs spaced at 1.4-0 oc.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or
restrained by other means,
5) Truss shall be fabricated per ANSlfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does riot replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibility for file correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner.
LOAD CASE(S) Standard
Oustomer No: 11045 Customer Name: CENTEX HOMES N DO Shop No: 53908744
Contractor/Job: 3514 ALL Date Req:05/21/2003 Draw No:53908744FT16
Fj- -------- ---- - -- 0b Truss 1frussfype --Py ply 1C eritex-Orlarido13514 2nd/jsk/5-19-3
53908744 FT21 i 1-1-COR 9 1 lJob Reference (optional)
Universal Forest Products,hic., Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries, Inc. Men May 19 14:15:51 2003 Page, 1
1-1-3-0 1 1-7-121 2-0-0 lq-6-4 1-_1-0,
Scale - 1:39,E
i.sx3 II
I 5x3
1.5x3 3x4 3x4 ---- 3x4 1 50 11 3x4 3x4 --- 3x4 -- 3x6 FP=5x4 -- 5X6 1 50 11 3X4 Us
3x4 3x4 3x4 3x4 == 1.5x(1 "I 3x6 FP 5x4 Us -- 5X4 1,50 11 3X4 == 3x4 H
3x4 -- 3x4 ,--
2-101-8 _ _ I
2-9:0, 8-3-A L_ 10-3-111p-111f0 13-50__ r 15-11-0 -1 19-11-0,21-3-0 1 22:6012401-0
240-0
Plate Offsets (X--,Y) F:0-1
I -
8,E d e _],_[M.0-1 8,Ed( e],_IR:O-1 -BEdge], JYiO-1:8,Edqe]
LOADING (psf) SPACING 20-0 CS I DEFIL in 10c) I/defl PLATES GRIP
TCLL 400 Plates Increase 1.00 TC 077 Vert(LL) -026 Y-Z >845 TL20 245/193 TCDL
10,0 Lumber Increase 1.00 BC 096 Ved(TI-) -0,36 Y-Z >609 BCLL
0,0 Rep Stress Incr YES WB OA9 Horz(IL) 0.06 S n/a BCDL
5,0 Code FBC2001 Matrix) 1st LC LL M i n I/detl = 360 Weight: 1216 Ib LUMBER
BRACING TOP
CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT
CHORD 4 X 2 SYP No.2 BOT CHORD Rigid coding directly applied or 6-0 0 oc bracing. WEBS
4 X 2 SYP No.3 REACTIONS (
lb/size) AB=919/0-8-0, 0-19/Mechanical, S=1706/0-3-8 Max
UpliftO--257(load case 2) Max
GravAB=919(load case 1), 0-233(load case 3), 5=1706(load case 1) FORCES (
lb) First Load Case Only TOP
CHORD AB-AC=-37, AC -AD= 37, A-AD=-37, N-0, 2, A-B=O, B-C=-1621, C-D=-2664, D-E=-3124, E-F=-3124, F-G-2926, 6-1-1-2061, H-I=-681, I-J=-681, J-K=1394, K-
L=518, L-M=518, M N=161 BOT
CHORD AA AB=944, Z-AA=2277, Y-Z=3002, X-Y=3124, W-X,=3124, V-W=2587, U-V=1511, T-U-1511, S-T---187, R S=-1394, Q-R= 518, P-a-518, O-P=,O WEBS
E-Y=-116, F-X=148, K S=-744, B-AB-1282, B-AA=942, C-AA=-912, C-Z=538, D-Z=-470, D Y=149, J-S=-1607, J-T=1207, H-T= 1154, H-V=766, G V=-731, G-
W=472, F-W=-454, N-P=-214, K-R=1 145, M-P=486, L-R=-364, M-Q=-382 NOTES (
5-6) 1)
Unbalanced floor live loads have been considered for this design. 2)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint 0. 3)
Recommend 2x6 strongbacks, on edge, spaced at 10-0 0 oc and fastened to each truss with 3-16d nails, Strongbacks to be attached to wells at their cuter ends or restrained
by other means. 4)
CAUTION, [)a not erect truss backwards. 5)
Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted Provide bracing where
indicated and within 4" of interior joints. Bracing indicated on this shoot is to reduce buckling of individual members only and does not replace erection and permanent
bracing required for the overall building design, Building Designer shall verify all design information on this street for conformance with conditions ' larid requirements
of the specific building and governing codes and ordinances. The Irriss designer accepts no responsibility for the correctness or accuracy of the design information
as it may relate to a specific building. Any references to job names and locations are for administrative Purposes only and are not part of the review or certification
of the truss designer. 6)
THA422: rIGHT end may be attached to 2 or more ply top chord of 19" maximum depth flat truss girder with Simpson THA422 or equal. Follow Simpson instructions for installation
LOAD
CASE(S) Standard
Universal Forest Products
Shoffner LLC
Re: 53920063
Centex Homes Orlando 3514 D
The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under
my direct supervision. Pages or sheets covered by this sea[ include the following:
53920063 GlA 53920063 M413
53920063 1-1113 53920063 M4A
53920063 1-11C 53920063 MGE4
53920063 H1D
53920063 HlE
53920063 H1F
53920063 HIG
53920063 H1H
53920063 T2C
53920063 T2D
53920063 EJ7
53920063 EJ7A
53920063 G3C
53920063 HJ7
53920063 CJ5
53920063 CJ3
53920063 CA
53920063 MV2
53920063 MV4
53920063 MV6
Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10
Wind: ASCE 7-98 per FBC2001; 110 mph; h = 22 ft; TCDL = 6.0 psf; BCDL = 6,0 psf;
occupancy category 11; exposure B; enclosed
My license renewal date for the state of Florida is February 28, 2005
12/11/2003
License # 5JohnLPresley 86
The seal on this drawing indicates acceptance of professional engineering responsibility solely for the
truss component(s) listed and attached. The suitability and use of each component for any particular
building is the responsibility of the building designer, per ANSIITPI-2002 Sec, 2.
Eastern Division
5631 SouHi N(' 62 13urlinaton, N(' 27?l') 'k] (136) 236 9356 F,ix (336) 175 91,16
53920063 IG1A
Truss — —Type
mum
2 1 Job Reference
lf,Q-p 7,0-0
1-0-0 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 1-0-0
Scale - 1; 69.6
5x8 TL20=
5.00 F12— Us TL20= 2x3 TL20 11 3x8 TL20= 34 TI-20- 5x8 TL20=
2x5 TL20 11 5x6 TL20= 7x8 TL20= 5x6 TL20 = W TL20 11
o
7-1-12 6-5-2 6-5-2 0-8-12 5-8-6 6-5-2 7-1-12
Plate Offae UsX,YLJq 0-3-'8 M 0-4-0 0-5-4
LOADING (Pat) SPACING 2-0-0 CS1 DEFL in (loc) I/deff L]d PLATES GRIPTCLL20.O Plates Increase 1.25 TC 0.83 Vert(LL) 0,59 L-M >812 240 TL20 245/193
TCOL 10.0 Lumber Increase 1.25 BC 0.90 Ved(TL) -1.29 L-M >370 180
BCLL 0.0 Rep Stress Iner NO WB 0.72 Horz(TL) 0,17 1 n1a n/a
BCDL 10,0 CodeFBC2001/TP12002 (Matrix) Weight: 433 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. T3 2 X 4 SYP No.1, T2 2 X 4 SYP NoA BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, BOT CHORD 2 X 6 SYP No,1
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B=2669/0-3-8, 1=336010-3-8
Max Harz B.72(load case 4)
Max UpliftB=-601 (load case 3), 1=-866(load case 3)
FORCES (Ile) - First Load Case Only
TOP CHORD A-B=26,B-C=-6185,C-D=-9590,D-E=-12536,E-F=-12536,F-G=-12536,G-H=-11435,H-1=-7975,1-J=26
BOT CHORD B-0=5633,N-0--5643,M-N=9590,M-P=11435,L-P=11435,K-L=7303,1-K-7292
WEBS C-0--202, H-K=21 0, D-N=-1 673, E-M=-589, G-L=-1 388, C-N=4307, D-M=3228, G-M=1 206, H-L=451 0
NOTES (9)
1) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.Olb down and 123.51b up at 33-0-0 on top chord, and
11 09,01b down and 355.6lb up at 20-8-12 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others.
2) 2-ply truss to be connected together with 1 Od Common(.1 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 6 - 2 rows at 0-9-0 oc,
Webs connected as follows: 2 X 4 - I row at 0-9-0 oc.
Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b, down and 123.51b up at 33-0-0 on top chord, and
1109,01b down and 355.61b up at 20-8-12 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others, 3) Unbalanced root live loads have been considered for this design,
4) Wind: ASCE 7-98; 1 10mph; h=22ft; 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 DOI-=1 .33.
5) Provide adequate drainage to prevent water pending.
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 plate capable of withstanding 601 lb uplift at joint B and 866 lb uplift at joint 1.
8) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385,01la down and 123,51b up at 33-0-0 on top chord, and1109.01b down and 355.6lb up at 20-8-12 on bottom chord, The design/selection of such special connection device(s) is the responsibility of others.
9) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints
unless otherwise noted. Provide bracing where indicated and within 4" of interior joints, Bracing Indicated on this sheet is to reduce
buckling of individual members only and does not replace erection and permanent bracing required for the overall building design,
Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific
building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the
design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes
only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
1) Regular: Lumber lncrease=1.25, Plate lncrease=1.25
Uniform Loads (plo
Vert: A-C=-60.0, C-E=-60.0, E-H=-130,6, H-J=-60,0, B-M=-20.0, K-M=-43.5, I-K=-20.0
Concentrated Loads (lb)
Vert: H-385.0 P=-1 1109.0
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063Contractor/Job: 3514 EL.D Date Req: 10/10/2003 Draw No:53920063G1 A
Job Truss
53920063 1`1113
ngton,
6
5,100 s Mav 30 2003 M
I
1W
0-0-0 6-5-2_ -0
1-0-0 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 1-0-0
Scale - 1:69,8
5x8 TL20=
5,00 V2 34 TL20= 2x3TL2011 3001VI11181-1= 3x6TL20=
C D E F n
5A TL20=
2x5 T120 11 5x6 TL20= 7x8 TL20=- 5x6 TI-20— 2x5 TL20 I
7-1_12 r_j3 6 t4 5 0 0
7-1-12 6-5-2 6-5-2 6-5-2 6-5-2 7-1-12
Plate es L—Y) Off$ 9-L2JdMQ-A-- -5-0L0- 0—
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl Ud PLATES GRIPTCLL20.0 Plates Increase 1,25 TC 0.93 Vert(LL) 0.68 M >701 240 MIII8H 195/188TCDL10,0 Lumber Increase 1.25 BC 0,74 Vert(TL) -1.33 M >358 180 TL20 245/193BCLL0,0 Rep Stress Incr NO WB 0,68 Horz(TL) 0,18 1 n/a We
BCDL 10.0 CodeFBC2001/'TP12002 (Matrix) Weight: 433 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied, BOT CHORD 2 X 6 SYP No,1 BOT CHORD Rigid ceiling directly applied or 9-2-3 oc bracing. WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B=3428/0-3-8, 1=3428/0-3-8
Max Herz B=72(load case 4)
Max UpliftB=-1001 (load case 3), 1=-1044(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=26,B-C=-7977,C-D=-11117,D-E=-12308,E-F=-12308,F-G=-12308,0-H=-11117,H-I=-7977,1-J=26
BOT CHORD B-0-7295,N-0=7313,M-N=11117,L-M=11117,K-L=7313,1-Kw7295
WEBS
I C-0=343, H-K=343, D-N=-1 398, E-M=-814, G-L=-1 398, C-N=4152, D-M=1 305, G-M=1 305, H 1,4152
NOTES (11)
1) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.O1b down and 296,91b up at 33-0-0, and 385.01b down and296.91b up at 7-0-0 on top chard. 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(.148"x3") Nails as follows:
Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows 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 device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 296.91b up at 33-0-0, and 385,01b down and
296,91b up at 7-0-0 on top chord. The design/selection of such special connection device(s) is the responsibility of others. 3) Unbalanced roof live loads have been considered for this design,
4) Wind: ASCE 7-98, 11 Ornph; h=22ft; TCDL=6,Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed end vertical left Iandrightexposed;Lumber DOL=1,60 plate grip DOL=1 33,
5) Provide adequate drainage to prevent water pending.
6) All plates are M1120 plates 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 1001 lb uplift at joint B and 1044 Ile uplift at joint 1. 9) Girder carries hip end with 7-0-0 end setback
10) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385,01b down and
296,91b up at 33-0-0, and 385,01b down and 296.91b up at 7-0-0 on top chord. The design/selection of such special connection
device(s) is the responsibility of others.
11) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints
unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce
buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific
building and governing codes and ordinances, The truss designer accepts no responsibility for the correctness or accuracy of thedesigninformationasitmayrelatetoaspecificbuilding. 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 Incroase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: A-C=-60D, C-H=-130.6, HJ=-60.0, 8-1=-43.5
Concentrated Loads (lb)
Vert: C=-385.0 H=-385.0
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063HlB I
Truss-
153920063 1 H1C
Inc,, Burlington, NC 27215,
I
VOTP---5-8
1-0-0 5-8-13 3-3-3 7-5-9 7-0-14 7-5-9 4-2-2 4-9-14 1-0-0
Scale w 1:70,Z
5x6 TL20=
Us TL20= 5x8 R20= 5x6 TL20=
300 M1118H= M TL20=
Us TL20= WO M1118H=
3x8 TI-20=
9-0-0 11-0-0 11-0-0 9-0-0
Plata Offset :O-q:PQ-4-0_0-3-0],[g_0-3-0 0-2-41
PLATES
Mll 1(
N f C DEFIL in (too) I/defl Ud PLATES GRIPTCLL20.0 Plates Increase 1.25 TC Vert(LL) -0.35 M >999 240 M1118H 195/188TCDL10.0 Lumber Increase 1.25 B 2 Vert(TL) -11.05 K-M >453 180 TL20 245/193BCLL0.0 Rep Stress Incr YES W 0.4 Horz(TL) 0,26 1 n/a n/a
TPOMP
LOADING (ps SPACING 2-0-0 Sl
0 51
0.9
B
BCDL 10.0 CndaFR('20n1/ HNAM 'M
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt E-0, F-K
REACTIONS (lb/size) B=1657/0-3-8,1.1657/0-3-8
Max Herz 6=85(load case 4)
Max UpliftB--295(load case 2), 6-295(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C=-3480, C-D=-3240, D-E=-3000, E-F=-4159, F-G=-3003, G-H=-3253, H-1=-3495, W=22
BOT CHORD B-0.3135,N-O--4059,M-N=4059,L-M=4057,K-L=4057,1-K=3164
WEBS C-O---202,D-0=880,E-0=-1192,E-M.148,F-M-150,F-K=-1188,G-K=846,H-K=-212
NOTES (7)
1) Unbalanced roof live loads have been considered for this design,
2) Wind; ASCE7-98; 110mph; h=22ft;TCDL=6.Opst; BCDL-6.Opsf; Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical leftandrightexposed;Lumber DOL=11.60 plate grip DOL=1,33.
3) Provide adequate drainage to prevent water pending,
4) All plates are M1120 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 295 lb uplift at joint B and 295 Ile uplift at joint I.
7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building, Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539,20063Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063HlC
r6-s- 1 yV-'----'---Td1-y--'TPly
1
153920063 IHID
iersal Forest Products,ine., Burlington, NC 27215, Jeff Kerr 5.100 a May 30 2003 MiTek Industries, Ino. Tue Oct 07 16:14:57 2003 Page I
0 -00
1-0-0 6-8-6 4-3-10 6-0-0 6-0-0 6-0-0 4-3-10 6-8-6 1-0-0
Scale ® 1:70.2
5x6 TL20=
5x8 TL20 = 5x6 TL20 =
a., 1c4v-
P 0 N KA I W 3x7 T1-20=
WO M1118H= 3x8 TL20 U10 MUM=
33-3-10
6-8-6 10-3-10 6-0-0 10-3-10 6-8-6
Plate OffsataA Y L
LOADING (psi) SPACING 2-0-0 CS1 DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0,49 Vert(LL) -0.27 M-N >999 240 M1118H 195/188
TCDL 10.0 Lumber Increase 125 BC 0.82 Vert(TL) -0.92 K-M >520 180 TL20 245/193
BCLL 0,0 Rep Stress Iner YES WB 0.31 Horz(TL) 0,21 1 n/a n/a
BCDL 10,0 CodeFBC2001/TP12002 (Matrix) Weight: 196 to
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlms. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 9-5-3 oe bracing, WEBS 2 X 4 SYP No,3
REACTIONS (lb/size) 13=1657/0-3-8,1=1657/0-3-8
Max Herz B= 1 00(load case 4)
Max UpliftB=-291 (load case 4), 1=-291 (load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-8=22, B-C=-3525, C-D=-3481, O-E=-3383, E-F=-3383, F-0=-3383, G-H=-3481, H-I=-3525, I-J=22
BOT CHORD B-P=3166, O-P=2704, N-0--2704, M-N=3383, L-M=2704, K-L=2704, I-K=3166
WEBS C-P=-286, H-K=-286, D-N=857, E-N=-363, E-M--1, F-M=-363, 0-M=656, D-P=677, G-K=677
NOTES (8)
1) Unbalanced root live loads have been considered for this design,
2) Wind: ASCE 7-98; 11 Omph; h=22ft; TCDL=6.Opsf; E3CDL=6.Opsf; Category 11; Exp B; enclosed;MWFRS gable slid zone; cantilever left and right exposed ; end vertical left
and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water pending.
4) All plates are M1120 plates unless otherwise indicated,
5) All plates are 3x6 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 291 In uplift at joint B and 291 lb uplift at joint 1,
8) Truss shall be fabricated per ANSI/TP1 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner,
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063Contractor/Job: 3514 EL.D Date Req:1 0/10/2003 Draw No:53920063H1 D
Truss Tyoe 53920G63
JHlE M
a
71
0-0 7-1-3 13-0-0 27-0-0 32-10-13 40-0-0 4,1-010 1-
0-0 7-1-3 5-10.13 14-0-0 5-10-13 7-1-3 1-0-0 Scale -
1:70.2 6x6
TL20— WO
M1118H= 3x8 TL20= W TL20= W
TL20= 300 M1118H= 11-
0-3 L
2Q Q 028-11-13 40-0-0 11-
0-3 6-11-13 8-11-13 11-0-3 Plate
Offsets R'y 3 0-2-4jdF.0- -_00-?L4], O-D66-0-C---- 0LO-6 0-9,- LG LOADING (pst)
SPACING 2-0-0 CS1 0EFL in (too) I/clefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0,23 L >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0,80 B-N >598 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0,24 Horz(TL) 0.20 H n/a n/a BCDL 10.
0 CodeFBC2001fTP12002 (Matrix) Weight: 190 lb LUMBER BRACING
TOP CHORD
2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins. BOT CHORD2X4SYPNo.2 BOT CHORD Rigid coiling directly applied or 8-4-12 oc bracing. WEBS 2X4SYPNo,3 REACTIONS (lb/
size) B=1657/0-3-8,H=1657/0-3-8 Max Harz
6=1 15(load case 4) Max UpliftB=-
319(load case 4), H=-319(load case 5) FORCES (lb) -
First Load Case Only TOP CHORD
A-B-22, B-C=-3399, C-D=-3039, F-G=-3039, G-H=-3399, H-1=22, D-E=-2942, E-F=-2942 BOT CHORD
B-N=3075, M-N=2567, L-M=2567, K-L=2567, J-K=2567, H-J=3075 WEBS C-
N=-416, G-J=-416, E-L=-432, F-L=476, D-L=476, D-N=501, F-J=501 NOTES (8)
1) Unbalanced
roof live loads have been considered for this design. 2) Wind:
ASCE 7-98; 11 Omph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and rightexposed;Lumber DOL=1.60 plate grip DQL=1 .33. 3) Provide
adequate drainage to prevent water pending. 4) All
plates are M1120 plates unless otherwise indicated. 5) All
plates are 2x3 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) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint B and 319 lb uplift at joint H. 8) Truss
shall be fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing
required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of
the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as
it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not pad of the review or certification ofthetrussdesigner. 1=9230s=
Truss -Type
53920063 1 HIF
0
0-7-3
1-0-0 7-1-3 7-10-13 10-0-0 7-10-13 7-1-3 1-0-0
Scale - 1:70.2
a
5x6 T1-20—
20 TL20 11
5x6 TL20=
JX( I LIgu-
N M L K J 3x7 TL20=
300 M1118H=
3x6 TL20=
3x 8 TL20= U6 TL20=
WO WISH-
8-1
11-0-3 8-11-13 8-11-13 11-0-3
Plate, Offsets X 00-3-0 g
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (too) Well Ud PLATES GRIP
TCLI- 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) -021 L >999 240 M1118H 195/188
TCDL 10-0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.78 B-N >614 180 TL20 245/193
BOLL 0,0 Rep Stress Iner YES WEI 0,24 Horz(TL) 0,20 H n/a n/a
BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight: 194 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No,2 TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 ROT CHORD Rigid ceiling directly applied or 8-2-4 oc bracing. WEBS 2 X 4 SYP No,3,
REACTIONS (lb/size) B=1657/0-3-8,H=1657/0-3-8
Max Herz B=1131 (load case 4)
Max UpliftB=-317(load case 4), H=-317(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C=-3421, C-D=-3025, F-G=-3025, G-H=-3421, H-1=22, D-E=-2522, E-F=-2522
BOT CHORD B-N=3100,M-N=2375,L-M=2375,K-L=2375,J-K=2375,H-J=3100
WEBS C-N=-495, G-J=-495, E-L=-212, F-L=236, D-L=236, D-N=615, F-J=615
6
NOTES (7)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 11 Omph; h=22ft; TCDL=6,Opst; BCDL=6.Opst; 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=1.33,
3) Provide adequate drainage to prevent water pending.
4) All plates are M1120 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 317 lb uplift at joint B and 317 lb uplift at joint H.
7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building, Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063HlF
fr-L S—S-Type
153920063 11-11G
3-7-.? 7-0-0 3-0, 4-14 2,10111 -01 -PI 0
1-0-0 7-1-3 6-5-15 3-4-14 6-0-0 3-4-14 6-5-15 7-1-3 1-0-0
Scale ® I
a
5.00 12- 54 TL20= 5x6 TL20=
5x8 T1-20i
Jxf ILZO=
0 N M 1- K 3x7 T1-20=
3x10 M1118H=
Us TL20=
WO TL20= 3x6 TL20=
300 WHIM=
I
11-0-3 8-11-13 8-11-13 11-0-3
02Tlatt-pff-S-9ts X.Y)— D:0-4-0 0-3-AOdE_.0-3-0 0,- :0-3-00-2- '0-6 -0-2UL'0:5-_00-PL-41
LOADING (pst) SPACING 2-0-0 CS1 DEFL in (loc) Well Ud PLATES GRIP
TCLIL 20.0 Plates Increase 1.25 TC 073 Vert(LI-) -0.21 M >999 240 M1118H 195/188
TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.78 B-O >608 180 TL20 245/193
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0,20 1 n/a n/a
BCDL 10,0 CodeFBC2001/TP12002 Matrix) Weight: 206 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No,2 TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 8-8-9 oc bracing: B-0.
WEBS 1 Row at midipt G-M, D-M
REACTIONS (lb/size) B=1657/0-3-8, 1=165710-3-8
Max Herz B=1 46(load case 4)
Max UplittB=-285(load case 4), 1=-285(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22,B-C=-3413,C-D.-3029,D-E--2181,F-G=-2181,G-H=-3029,H-I=-3413,1-,J=22,E-F=-2204
BurCHORD B-0=3090,N-0=2499,M-N=2499,L-M=2499,K-L=2499,]-K=3090 WEBS
C-O=-459, D-0=539, G-K=539, H-K=-459, E-M=582, F-M=582, G-M=-693, D-M=-693 NOTES (
7) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-98; 1 10mph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left andrightexposed;Lumber DOL=1.60 plate grip DOL=1.33. 3)
Provide adequate drainage to prevent water pending. 4)
All plates are M1120 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 285 lb uplift at joint B and 285 lb uplift at joint I. 7)
Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing whereindicatedandwithin4' of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent
bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements
of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design informationasitmayrelatetoaspecificbuilding. 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 111
iq i ill 1 1111111 1 q i LfMl
FFM EA 2 *1 M 111111H HaO 1 1 I ISM 11-Hn-VA0 03614 I-OP41
cuss
53920Q63 1 HIH
no,, Him
jf -0-0 7-1-3 13-7-2 19-0-0 21-0-0 26-4-14 32-10-13 40-0-0 4100
1-0-0 7-1-3 6-5-15 5-4-14 2-0-0 5-4-14 6-5-15 7-1-3 1-0-0
Scale - I:M;
5x6 TL2Q=
5.00 1-12
5x6 TL20=
0
0 N M L K 3x7 TL20 =
WO M1118H= 5xl 2 TI-20=
Us TL20 =
3x6 TI-20-
We MOBH
I-------------
11-0-3 8-11-13 8-11-13 11-0-3
LOADING (psf) SPACING 2-0-0 CS] DEFT. in (too) Vdeft Ud PLATES GRIPTCLL20.0 Plates Increase 125 TC 0.57 Vert(LL) -0.21 M >999 240 M1118H 195/188TCDL10.0 Lumber Increase 1.25 BC 0.78 Ved(TL) -0.79 B-0 >605 180 TL20 245/193BCLL0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 020 1 n/a We
BCDL 10.0 CodeFBC2001ITP12002 (Matrix) Weight: 207 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid coiling directly applied or 8-3-10 oc bracing. WEBS 2 X 4 SYP No,3 WEBS 1 Row at micipt G-M, D-M
REACTIONS (lb/size) B=1657/0-3-8, 1=1657/0-3-8
Max HorzB=161(load case 4)
Max UpliftB=-302(load case 4), 1=-302(load case 5)
FORCES (b) - First Load Case Only
TOP CHORD A-B=22,B-C=-3408,C-D=-3032,D-E=-2153,F-G=-2153,G-H=-3032,H-1=-3408,1-J=22,E-F=-1998
BOT CHORD B-0=3084,N-0=2509,M-N=2509,L-M-2509,K-L=2509,1-K=3084
WEBS C-O=-444, D-0=530, a-K=530, H-K=-444, E-M=597, F-M=597, G-M=-779, D-M=-779
NOTES (7)
1) Unbalanced roof live loads have been considered for this design,
2)Wind; ASCE7-98; 110mph; h=22ft;TCDL=6.Opsf; BCDL=6,Opsf: CategMIl; Exp B; enclosed; MW F RS gable end zone; cantilever left and right exposed ; end vertical left
and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water pending.
4) All plates are M1120 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 302 lb uplift at joint B and 302 lb uplift at joint 1.
7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative Purposes only and are not part of the review orcertificationofthetrussdesigner.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063HlH
0
153920063 IT2C
an
Job Reference
S IVlaY JU :IUOJ MI I eK moustnes, inc.
I
7-5-10 10-4-0 13-2-6 20-8-0 21-8-0
1-0-0 7-5-10 2-10-6 2-10-6 7-5-10 1-0-0
Scale - 1,36,3
5x4 TL20=
D
Us TL20=
5x8 TL20=
10-4-0 10-4-0
Plata Offsets X ijF6-1-60-0-21j,0-4-0 —3-OL-
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl Ud PLATES GRIPTCLL20,0 Plates Increase 1.25 TC 0,49 Vert(LL) 0.10 B-H >999 240 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.70 Vert(TIL) -0.43 B-H >569 180
BC1-1- 0,0 Rep Stress Iner YES WB 028 Horz(TL) 0,05 F n/a n/a
BCDIL 10.0 CodeFBC2001fTPI2002 (Matrix) Weight: 85 in
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B=88410-3-8, F-884/0-3-8
Max Herz B=95(load case 4)
Max UpliftB=-1 86(load case 4), F=-1 86(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22,B-C=-1472,0-D=-1152,D-E=-1152,E-F=-1472,F-G=22
BOT CHORD B-H=1283,F-H=1283
WEBS C-H=-419, D-H=864, E-H=-419
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 1 10mph; h=22ft; TCDL=6.Opsf; BCDL=6.Opst; Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical leftandrightexposed;Lumber DOL=1.60 plate grip DOL=1.33.
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 186 to uplift at joint B and 186 lb uplift at joint F.
5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner.
ZRMECM
r F M MIR El 4 2: 3 M MUM
153920063 JT213
15, Jeff Kerr 5100 s May 30 2003 MiTok Industries, Inc, Tire Oct 07 16:15:05
1-0-0 7-5-10 2-10-6 2-10-6 7-5-10
Scale 1:36,'
JX0 IL4v-- 3)(5 TL20 =
num
LOADING (psf) SPACING 2 O CSI
TCLL 20.0 Plates Increase 50 TC 0.50
TCDL 10.0 Lumber increase 1.25 BC 0.71
BCLL 0.0 Rep Stress Incr YES WB 0.26
BCDL 10,0 CodeFBC2001/TP12002 Matrix)
REACTIONS (lb/size) F=813/0-3-8, B=886/0-3-8
Max Horz B=1 02(load case 4)
Max UpliftF=-130(load case 5), B=-1 86(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-6=22, B-C=-1477, C-D=-I 158, D-E=-1 159, E-F=-1464
BOT CHORD B-G=1289,F-G=1294
WEBS C-6-419, D-G=872, E-G=-426
50 TL20=
10-4-0
DEFIL in loc) Vdof' Ud PLATES GRIP
Vert(LL) 0,12 F-G >999 240 TL20 245/193
Vert(TL) -0A5 F-G >544 180
Horz(TL) O.05 F n/a n/a
Weight: 84 Ile
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins,
BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing.
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 11 Omph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; anclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left
and right exposed;Lumber DOL=11.60 plate grip DOL=1.33.
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 130 lb uplift at joint F and 186 Ito uplift at joint B.
5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner.
ZNZNU
40Igm 'sW lot E 2 M JZ1414- at ilk IM01111irso WfflmgN y"'OrA11111 NMI P40
53920063 1 E.J7 IROOF TRU I
U4
T=--- 6-
11-4 0-0-12 LOADING (
psf) SPACING 2-0-0 CS1 DEFL in (fee) I/defl Ud PLATES GRIP TCLL20,0 Plates Increase 1.25 TC 0.59 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL10.0 Lumber Increase 1.25 BC 0,22 Vert(TL) 0.20 A >69 180 RCLL
0.0 Rep Stress Incr YES WB 0,00 Horz(TL) -0.00 C n/a n/a BCDL
10.0 CodeFBC2001fTP12002 (Matrix) Weight: 23 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD2X4SYPNo.2 ROT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (
Iblsize) C l 98/Mechanical, B=346/0-3-8, D=68/Mechamcal Max
Herz 6=1 46(load case 4) Max
UpliftC=-124(load case 4), B=-94(load case 4) FORCES (
lb) - First Load Case Only TOP
CHORD A-B=22, B-C=62 ROT
CHORD B-D=o NOTES (
4) 1)
Wind: ASCE 7-98; 110mph; h=22ft;TCDL=6,Opsf;BCDL=60pst; Category II; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; and vertical left andrightexposed;Lumber DOL-1,60 plate grip DOL=1.33. 2)
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection, 3)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint C and 94 lb uplift at joint B. 4)
Truss shall be fabricated per ANS11TPI 1-95 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 on this sheet is to reduce buckling of individual members only and does not replace erection and permanent
bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements
of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design informationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certificationofthetrussdesigner, 0 .
1 11 1
1 '* • I A : " RRMtFff4El"011 imally,il&2 WiMiRmi'Ll Wo
job ---------- Truss Truss Type Oty
53920063 EVA ROOF TRUSS
5,100S
1-0-0 1 7-0-0
2003
I
20 TL20 11
4-7-4 0-0-12
LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) Vdefl L/d PLATES GRIPTCLL20,0 Plates Increase 1.25 TC OA5 Vert(LL) 0.11 B >274 240 TL20 245/193TCDL10,0 Lumber Increase 1,25 BC 0.35 Vert(TL) -0,31 A >39 180
BCLL 0.0 Rep Stress Iner YES WB 0.05 Horz(TL) -0.09 D n/a n/a
SCDL 10.0 GodeFBC2001ITP12002 (Matrix) Weight: 25 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No,3
REACTIONS (lb/size) D=80/Mechanical, E=3/Mechanical, F=532/0-3-8
Max Hm F=146(load case 4)
Max Upliftl)=-57(load case 4), F-21 0(load case 4)
Max GravD=80(load case 1), E=37(load case 4), F=532(load case 1)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=21, B-C=63, C-D=-72
SOT CHORD B-F=O, E-F=O
WEBS C-F=-347
NOTES (4)
1) Wind: ASOE 7-98; 1 10mph; h=22ft; TCDL=6.Opsf; BCDL=6.opsf; Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical leftandrightoxposed;Lumber DOL=1.60 plate grip DOI-=1,33.
2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint D and 210 lb uplift at joint F.
4) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecific; building. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner.
LOAD CASE(S) Standard
III!',
I
a at * 111 6 0 1111 &
LOMOOMM W-07M E42*101111 Nv(A'imrflf 011gogmil, M*-%J3)02JJ#J*JM
53920063 1 G3C IROOF TRUSS * ucts,
lnc,, I
5.
100 s Mav 30 2003 MiTek I
2-
4-0 um
20
TL20 11 Scale - 1: 3x5
TL20 11 LOADING (
Pat) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl Ud PLATES GRIP TCLL
Plates Increase 1.25 TC 0.74 Vert(LL) 0,04 A >823 240 TL20 245/193 3TCDL
10'o Lumber Increase 1.25 BC 0.35 Vert(TL) 0.06 A >458 180 SCILL
0,0 Plates
Stress
Incr NO WB 0.04 Horz(TL) -0.00 D n/a n/a BCDL
10.0 CodeFBC2001rrP12002 (Matrix) Weight: 36 lb LUMBER
r
BRACING
TOP
CHORD 2 X 4 SYP No,2 TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc purlins. BOTCHORD2X8SYPNo.2 BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. WEBS2X4SYPNo.3 REACTIONS (
lb/size) C=345/Mechanical, D=1109/0-3-8 Max
Horz C=I 15(load case 4) Max
UpI iftC=-93 (load case 5), D=-210(load case 4) FORCES (
lb) - First Load Case Only TOP
CHORD A-B=61 BOT
CHORD WEBS
B-C=-206 NOTES (
4-5) 1)
Wind: ASCE 7-98; 1 10mph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category ]I, Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed : and vertical left and
right exposed;Lumber DOL=1.60 plate grip DOL=1 33. 2)
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint C and 210 Ila uplift at joint D. 4)
Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where
indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent
bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements
of the specific building and governing codes and ordinances. The truss designer accepts no 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. 5)
H28R: Right end may be attached to 2x6 So.Pine BC of one or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD
CASE(S) Standard 1)
Regular: Lumber Inerease=1.25, Plate Increase=1 .25 Uniform
Loads (plf) Vert:
A-B=-60.0, A-D=-20,0, D-E=-434.0, C-E=-20.0 It
Lori
M T ETA MRIENA I
MI
11 D Yi N90 ft#w !
MM0156310WIWI
5392OP63 11-1,17 1 ENDJACK TRUSS
100S
U4 TL20 =
5-3-14 GM
I - " IX25 1 Uju-
min
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC OA4 Vert(LL) O.03 F-G >999 240 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.42 Ved(TQ -0.09 F-G >999 180
BCLL 0.0 Rep Stress Incr NO WB 030 Horz(TL) 0.01 E n/a n/a
BCDL 10,0 CodeFBC2001/TP12002 (Matrix) Weight: 41 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No,2 ROT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No3
REACTIONS (lb/size) B=435/0-3-8, E=387/Mochanical, D=243/Mechanical
Max Herz B=1 86(foad case 4)
Max UpliftB=-1 87(load case 2), E=-46(load case 4), D=-1 65(load case 4)
NOTES (4)
1)Wind: ASCE7-98; 110mph; h=22ft;TCDL=6,Opsf; BCDL=6,Opst; Category I!; Exp B; enclosed; MW FRS gable end zone; cantilever left and right exposed ; end vertical left
and right exposecl;Lumber DOL=1.60 plate grip DOL=1.33,
2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 lb uplift at joint B, 46 lb uplift at joint E and 165 lb uplift at joint D. 4) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design, Building Designer shall verity all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner.
LOAD CASE(S) Standard
1) Regular: Lumber Increase=11,25, Plate Increase=1 .25
Uniform Loads (pit)
Vert: A-B=-60.0
Trapezoidal Loads (pit)
Vert: B=0.0-to-E=49.5, B=-2,2-to-D=-148.5 0
ss
53920063 CJ5 ROOF TRUSS 6
Job n opj!e nal
V6'
17=
4 L606'. Universal Forest Products,luic., Burlington, NC 27215, Jeff Kerr 00 s av 30 2003 MiTek Industries, Inc,
k__qx4 IL20 = 4-10-15 -- 4-11,11
LOADING (Psf) SPACING 2-00 CSI DEFI. in (loc) I/defl Ud PLATES GRIP
TCl-L 20.0 Plates Increase 115 TC 027 Vert(LL) n/a n/a 999 TL20 245/193TCDL10,0 Lumber Increase 1.25 BC 0AI Vert(TL) 0.06 A >237 180
BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0,00 C n/a n/a
BCDL 10,0 CodeFBC2001/TP12002 (Matrix) Weight: 17 lb
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 ROT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) C-1 35/Mochanical, B=268/0-3-8, D=48/Mechanical
Max Herz B= 11 0(load case 4)
Max UpliftC=-84(load case 4), B=-86(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C=42
BOT CHORD B-D=O
NOTES (4)
1)Wind: ASCE7-98; 110mph; h=22ft;TCDL=6,Opsf; BCDL=6,Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical loft
and right exposed;Lumber DOL=1.60 plate grip DOL-1 33.
2) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint C and 86 lb uplift at joint B.
4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4" of interior joints. Bracing indicated on this sheet is to roduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063CJ5
cuss Truss —TyPW---------76y-7 -Ply
53920063 JCJ3 IROOFTRUSS
no,, Burlington, NO 5,100s
Scale . 1:7,9
LOADING (psf) SPACING 2 O 'O CSI DIEFL in (too) Vdofl Ud PLATES GRIP
TOLL 20 Plates Increase 5 TC0,08 Ved(LL) n/a - n/a 999 TL20 2451193 TCDL
1NO Lumber Increase 1.25 11 WB
0.
04 Vert(TL) -0.00 B-D >999 180 0
1
BOLL
0.0 Rep Stress Iner YES 00 Horz(TL) -0.00 0 n/a n/a BCDL
10.0 CodeFBC2001ITP12002 (Matrix) Weight: 11 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11 -11 oc purlins. BOTCHORD2X4SYPNo,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 as bracing. REACTIONS (
lb/size) C=69/Mechanical,6.194/0-3-8,D=28/MochanioaI Max
Harz B=75(load case 4) Max
LlpliftC-41 (load case 4), 8=-80(load case 4) FORCES (
lb) - First Load Case Only TOP
CHORD A-13=22, B-C.21 ROT
CHORD B-D=O NOTES (
4-5) 1)
Wind: ASCE 7-98; 11 Oroph; h=22ft; TCDL=6,Opsf; BCDL=6.Opsf; Category 11; Exp B; onclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and
right exposed;Lumber DOL=1,60 plate grip DOL=1.33. 2)
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint C and 80 lb uplift at joint B. 4)
Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing whereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent
bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements
of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design informationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certificationofthetrussdesigner, 5)
53920063
russ
CJ1
6:14:51 2003
LOADING (pst) SPACING 2-0-0 CS1
TCLL 20.0 Plates Increase 1.25 TC 0.06
TCOL 10,0 Lumber Increase 125 6C 0=
BCLL 0.0 Rep Stress Incr YES WB 0.00
BCDL 10.0 CodeFBC2001/TP12002 Matrix)
REACTIONS (lb/size) B=1 33/0-3-8, E-9/Mechan!Gal, C=O/Mechanical
Max Herz 8=44(load case 4)
Max UpliftB=-83(load case 4), C=-4(load case 3)
Max Grav 6=1 33(load case 1), E=9(load case 1), C=7(load case 2)
FORCES (b) - First Load Case Only
TOP CHORD A-B=21, B-C=-26, C-D=-4
BOT CHORD B-E=O
0,11 q 1
U4TUM---
DEFIL in (loc) I/defl Ud PLATES
Vert(LL) n/a - n/a 999 TL20
Vert(Tt-) -0.00 A >999 180
Horz(TL) -0.00 C n/a n/a
Weight: 5 lb
Scale ® 1:4.
Em
BRACING
TOP CHORD Structural wood sheathing directly applied or 0-11 -11 oo purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES (4)
1) Wind: ASCE 7-98; 1 10mph; h-22ft; TCDL-6.Opst; 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=I .33.
2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint B and 4 lb uplift at joint C.
4) Truss shall be fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this shoot is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designInformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not pad of the review orcertificationofthetrussdesigner,
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063CJ1
5392DO63 IMV2
Elman
ROOF TRUSS
5.100 s Mav 30 2003 M Im
I
1 _9_ 1 41114 TL20
late OffsdtsXY_B:0-0-0,0-4-11 LOADING (
psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl Ud PLATES GRIP TCLL
20,0 Plates Increase 1.25 TC 0,01 Vert(LL) n/a n/a 999 TL20 245/193 TCDL10,0 Lumber Increase 1,25 BC 0.00 Vert(TL) n/a n/a 999 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: 5 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-14 oc purlins, BOTCHORD2X4SYPNo.2 except end verticals. WEBS
2 X 4 SYP No.3 SOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. REACTIONS (
lb/size) A-31/1-9-14, C=31/1-9-14 Max
Harz A=1 9(load case 3) Max
UpliftA=-5(load case 4), C=-9(load case 4) FORCES (
lb) - First Load Case Only TOP
CHORD A-B=9, B,C=-23 SOT
CHORD A-C=O NOTES (
5) 1)
Wind: ASCE7-98- 110mph;h=22ft;TCDL=6.0psf; 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=1.33, 2)
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)
Gable requires continuous bottom chord bearing. 4)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 Ile uplift at joint A and 9 lb uplift at joint C. 5)
Truss shall be fabricated per ANSIITPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing whereindicatedandwithin4" of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent
bracing required for the overall building design, Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements
of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design informationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certificationofthetrussdesigner, Customer
No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539200 Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063MV2 i
I
53920,063 1 MV4
5100 a 6:
I
3-9-14
2X3 TL20 11
3-9-14
am=
3-9-14
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (lac) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1,25 TC 0.12 Vert(LL) n/a n/a 999 TL20 245/193TCDL10,0 Lumber Increase 1.25 BC 0,04 Vert(TL) n/a n/a 999
BOLL 0.0 Rep Stress Incr YES WB 0,00 Horz(TL) 0,00 C n/a n/a
BCDL 10.0 CodE)FBC2001[TP12002 (Matrix) Weight: 12 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, BOT CHORD 2 X 4 SYP No,2 except end verticals.
WEBS 2 X 4 SYP No.3 ROT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing,
REACTIONS (lb/size) A=120/3-9-14,C=120/3-9-14
Max Herz A=56(load case 3)
Max Uplif[A=-22(load case 4), Ca-32(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=28, B-C=-90
BOT CHORD A-C=O
NOTES (5-6)
1) Wind: ASCE 7-98; 11 Otuph; h=22ft; TCDL=6.Opsf; BCDL=6.Opst; Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical leftandrightexposed:Lumber DOL=1.60 plate grip DOL-1.33.
2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3) Gable requires continuous bottom chord bearing,
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint A and 32 lb uplift at joint C.
5) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner.
6)
AVMFFM JMM E 14 M ilk M-0-30-11111-MITITZE-A
Truss Truss Fy- -1 Ne-n—texOr I a—nd—o/3514CIlsk/10-
53920063 1 MV6 I ROOF TRUSS
5.100 s May 30 2003 MiTek Industries, Inc. Toe Oct 07 16:
I
2x3 TL20 11 Scale - 1:
3x4 T1-205- 2x3 TL20 11
LOADING (psf) SPACING 2-0-0 CS1 DEFT. in (fee) I/delf Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0,34 Vert(LL) n/a n/a 999 TL20 245/193
TCDL 10.0 Lumber Increase 125 BC 0.12 Vert(TL) n/a n/a 999
BCLL 0,0 Rep Stress Incr YES WB 0,00 Horz(TL) 0,00 C n/a n/a
BCDL 10D CodeFBC2001ITP12002 (Matrix) Weight: 20 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No,2 TOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purlins, BOT CHORD 2 X 4 SYP No,2 except end varticals.
WEBS 2 X 4 SYP No.3 BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) A=200/5-9-14, C=200/5-9-14
Max Horz A=94(load case 3)
Max UpliftA=-37(loacl case 4), C=-54(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=46,B-C=-150
BOT CHORD A-C=O
NOTES (5)
1) Wind: ASCE 7-98; 11 Omph; h=22ft; 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=1,33.
2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3) Gable requires continuous bottom chord bearing.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint A and 54 lb uplift at joint C.
5) Truss shall be fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner.
LOAD CASE(S) Standard
111 0 ii 0 '
LSMAfF.M n$M 71*WJ*'JEAZjp"V oil, A
01; AER, MOVWXRNOT
russ
53920063 1 M4B I MONO TRUSS
27215, Jq&,K MiTek Industries, Inc. Tore
9-4-0
1-0-0 5-5-10 3-10-7
Scale. 1:17,;
y
3x4 TL20=
9M
OX4 1 LZU=
0-1-8
LOADING (pst) SPACING 2-0-0 CS1 DEFIL in (Ioc) I/defl Lid PLATES GRIP
TCLL 21 1Plates Increase 1.25 TC 0.52 Vert(LL) 0,02 B-E >999 240 TL20 245/193 TCDL
10.0 Lumber Increase 125 BC 029 Vart(TL) -023 B-E >476 180 BCLL
0.0 Rep Stress Incr YES WEI 0,17 Horz(TL) OV E n/a n/a BCDL
10,0 CodeFBC200I/TP12002 (Matrix) Weight: 39 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOTCHORD2X4SYPNo.2 end verticals. WEBS
2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (
lb/size) B=435/0-3-8, E=357/0-1-8 Max
Herz B=l 08(load case 3) Max
UpliftB=-134(load case 2), E=-85(load case 2) FORCES (
lb) - First Load Case Only TOP
CHORD A-B=13,B-C=-660,C-D=-124,D-E.-82 ROT
CHORD B-E=615 WEBS
C-E=-555 NOTES (
6) 1)
Wind: ASCE 7-98; 110mph;h=22ft;TCDL=6.0psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and
right exposed;Lumber DOL=1 .60 plate grip DOL-1.33. 2)
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)
Bearing at joint(s) E considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity at bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint($) E. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 6 and 85 lb uplift at joint E, 6)
Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing whereindicatedandwithin4" of interior joints. Bracing indicated on this shoot is to reduce buckling of individual members only and does not replace erection and permanent
bracing required for the overall building design, Building Designer shall verity all design information on this sheet for conformance with conditions and requirements
of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information
as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certificationofthetrussdesigner. LOAD
CASE(S) Standard LORMFEM
no EANAM M**n*'V
Truss— ----Tf —ru—ss
53920063 1 M4A I MONOTRUSS 008
UM
N
3x4
TL20= R
2x3
TL20 11 C
2X3
TL20 11 6610-
8 7rD 0 6-
10-8 0-1-8 LOADING (
pst) SPACING 2 O 50 1 CS1 DI in (fee) Vdoff Lid PLATES GRIP TCLL211PlatesIncreaseTC0.58 Vert(LL) n/a n/a 999 TL20 245/193 TCDL100LumberIncrease1.25 25SWB 0,00 Horz(TL) 0.00 D n/a n/a 1BC
0.21 Vert(TL) 0.18 A >75 180 BCLL
0.0 Rep Stress Incr YE BCDL
10,0 CodeFBC2001/TP12002 (Matrix) Weight: 25 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOTCHORD2X4SYPNo,2 end verticals. WEBS
2 X 4 SYP No.3 BOT CHORD Rigid coiling directly applied or 10-0-0 oo bracing. REACTIONS (
lb/size) B=343/0-3-8, D.262/0-1-8 Max
Herz B=82(load case 3) Max
Uplift[3-1 15(load case 2), D=-61 (load case 2) FORCES (
lb) - First Load Case Only TOP
CHORD A-B=13, B-C=39, C-D=-195 BOT
CHORD B-D=0 NOTES (
6) 1)
Wind: ASCE 7-98; 1 10mph; h=22ft; 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=1,33, 2)
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection, 3)
Bearing at joint(s) D considers parallel to grain value using ANS11TPI 1-1995 angle to grain formula. Buildinef designer should verify capacity of bearing surface, 4)
Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 6 and 61 lb uplift at joint D. 6)
Truss shall be fabricated per ANSIJTPI 1-95 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 on this sheet is to reduce buckling of individual members only and does not replace erection and permanent
bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements
of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design informationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certificationofthetrussdesigner, 1
0 1 1 MOM
F F. M E 2"1111111
russ
53920063 MGE4 I MONO TRUSS
Reference
10
7-0-0
U4 TL20=
Scale - 1:1
D
LOADING (psf) SPACING 2 00 CS1 DEFL in (loc) Wall Ud PLATES GRIP
TOLL 20D Plates Increase -5 TO 0,24 Vert(LL) n/a We 999 TL20 245/193
TCDL 10D Lumber Increase 125 BC 0,09 Vert(TL) 0.04 A >339 180
BOLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 E n/a n/a
BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight: 26 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 X 4 SYP No,2 end verticals.
WEBS 2 X 4 SYP No.3 ROT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3
REACTIONS (lb/size) B=230/7-0-0, E=-23/7-0-0, F=401/7-0-0
Max Herz B=82(load case 3)
Max UpliftB=-83(load case 2), E=-23(load case 1), F=-97(load case 2)
Max Grav B=230(load case 1), E=7(load case 2), F=401 (load case 1)
FORCES (lb) - First Load Case Only
TOPCHORD A-B.13,B-C=42,C-D.-31,D-E=15
BOT CHORD B-F--O,
WEBS 1 97
NOTES (8)
1) Wind: ASCE 7-98; 1 10mph; h=22ft; TCDL=6,Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical leftandrightexposed;Lumber DOL-1.60 plate grip DOL=1,33,
2) Truss designed for wind loads in the plane of the truss only.
3) All plates are 2x3 TL20 unless otherwise indicated.
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection,
5) Gable requires continuous bottom chord bearing,
6) Gable studs spaced at 2-0-0 oc,
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint B, 23 to uplift at joint E and 97 lb uplift at joint F. 8) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner,
LOAD CASE(S) Standard
AM41 EM DRUMM
STRONGEACK DETAILS
NAJt-S 0 TOP &
VEffrr-'Y- BLOCK
lNLSTlll, aRE'=.
UIUMLS0EACHVERnCAL
AS V - Bo ;0= AS
U;
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REVISION: TRUSSES. (tPI) IS LOCATED AT 583 0-0140FRIO DR.
DATE: BY: SURE 200 MADISON, WI 53719
REVISION: DATE: ley: (
808) 833-5800
UNIVERSAL FORE.ST PRODUCTS
S1101,FNER, 11C.
5631 S. NC 62 PHONE (800) 476-9356
BURLINGTON, NC 27215 FAX (336) 226-9403
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CAULK BETWEEN B.W_
LINE BY WOOD CONCRETE OR WOOD BUCK & (BUCK WIDTH)
BUCK BY OTHERS MASONRY OPENING MAS'Y. OPENING INSTALLATION ANCHOR
BY OTHERS BY OTHERS
ONE BY WOOD 3/16, DIA. TAPCON
CAULK BETWEEN
BUCK BY OTHERS
WINDOW FLANGE
WOOD BUCK 1-1/4` MIN.
a EMBEDMENT
SHIM AS REO'D_
a
RIGID VINYL (S1/14- MAX
EE NOTES)
GLAZING BEAD
INSTALLATION ANCHOR (TYP.)
3/I6- DIA. TAPCON
RIGID VINYL
GLAZING BEAD
W H. (TYP.)
VAI DOW
HEIGHT)
CAULK BETWEEN WINDOW
FLANGE & PRECAST SILL
W/ VULKEM 116 ADHESIVE
CAULK. OR APRV'D. EQL,
PERIMETER
CAULK
BY OTHERS
JL—
v
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
PRECAST SILL -
BY OTHERS
NOTES SECTION A -A
1) SHIM AS REQ'D- AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE
SHIM STACK TO BE 1/4 D
2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063-
3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE
MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE.
4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD
JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH
VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL.
5) USE SiLICQNIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W,H,
EXTERIOR OF WINDOW FLANGE. F
6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE
ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE
APPROPRIATE DESIGN PRESSURE REO'D,
7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM
E1300 GLASS CHARTS,
8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H
WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE
EXTERIOR ELEVATION AS A KEY_
9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON
ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH.
TO PROVIDE MIN_ 5/8 IN. EMBEDMENT INTO WOOD BUCK.
10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS
PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 D 2000
SERIES SINGLE HUNGS, ELEVATION
GLASS
TYP.)(SEE NOTES)
FLANGE TYPE
WINDOW FRAME
JAMB CAULK BETWEEN
WINDOW FLANGE
WOOD, BUCK
W.
WINDOW WIDTH)
SECTION B-B
w ,WW.
I) WHERE WINCK IS INSTALLED IN MASONRY OPENING WITH A
STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF
SUFFICIENT LENGTH TO ACHIEVE 1-3/8- MIN_ EMBEDMENT AT VIEWED" FROM E TER 10 R
ALL INSTALLATION FASTENER LOCATIONS-
W
go
1-1/4- MIN
Eta B£ D1SENT
D
aO
THERS
m
o
PERIMETER
CAULK
BY OTHERS
CAULK BETWEEN
WOOD BUCK &
MAS'Y. OPENING
BY OTHERS
CONCRETE OR
MASONRY OPENING
BY OTHERS
TAPCON LOCATION CHART
CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB
SIZE SIZE 30PSF TO 40PSF 41 PsF TO 70PSF 30psF TO 44Psr 41 PsF TO 70psF
12 18 1/8 x 25 B 8 F•G
F,G
F'G
F,G
13 18 1/8 X 37 3/8 8 8
F,G F,G
14 18 1/8 X 49 5/8 8 a
F,G F,G
145 18 1/8 X 55 1/4 a 8
F,G F,G
15 18 1/8 X 62 8
a
8
a F.G F.G,H I
16 l8 1/8 X 71
8 8 F,G F,G.J,K
17 18 1 B X 83
8 F,G F,G
1H2 25 1/2 X 25
F,G F,G
IH3 25 1/2 X 37 3/8 a B
F,G F,GH3
1H4 25 1/2 X 49 5/8 8 8
F,G FG,H.1
IH45 25 1/2 X 55 1/4 a 6
F.G F,G,Hl IH5
25 1/2 X 62 B B 8
F,G F.G.HJ 1H6
1H7
25
1/2 X 71 25
1/2 X 83 8
8
8 F,G.J.K F°G J.1( 30
1/2 x 26 29 1/2 x 25 8 a
8
B
FG F,G 30
1/2 x 38 3/8 29 1/2 X 37 3/8 F G FG.H.7 30
1/2 x 50 5/5 29 1/2 X 49 5/8 8 8
F,G F,G,HI 30
1/2 x 56 1/4 29 1/2 X 55 1/4 8 F.
G F,G,H.i 30
1/2 x 63 29 1/2 X 62 8 a B
F,F.
G F,
G,H,i 30
1/2 x 72 29 1/2 X 71 a
F.G'Hj
F,
G,J,K 30
1 2 x 84 29 1/2 X 83 22
36 X 25 a 8
6
6
F.G F.G 23
36 X 37 3/a 8
8 F,G F,G,HI 24
36 x 49 5/8 B
8 F,G F,G,H,I 245
36 x 55 1/4 8
a F,G H,l FG,H,I 25
26
36
x 62 36
X 71 8 H F,G H,I D,E F,G,H,1 27
36 X 83 8 8 F,G,J,K F,G.H,I,J,K 42
x 26 41 X 25 8 8
6
13
TG-
F,
G F.G.HI 42
x 38 3/8 41 X 37 3/8 a
F,G FG,H,I 42
x 50 5/8 41 X 49 5/8 8 8
8 F,G,H.1 F,G,HI 42
x 56 1/4 41 X 55 1/4 8
8 F,G,H,I D.E.FG,H,I 42
x 63 41 X 62 8
8 F,G,Hj O.E,F,G,H.1 42
x 72 41 X 71 41
X 83 8 8 F,G.J,K F,G.H),J.K 42
x 84 48
x 26 47 X 25 8 A.0 FG F
G F,G.H„1 48
x 38 3/8 47 x 37 3/8 a 8
A,
C A,
C F,G F,G,H,1 48
x 50 5/5 47 X 49 5/3 B
A,C F,G,H,l F.G,H,l 48
x 56 1/4 47 X 55 1/4 8
A.0 F,G,H,1 D,E,F,G H,l 48
x 63 47 X 62 47
X 71 8 A,C F G,H 1 D,E.F.G,H.1 48
x 72 47
X 83 FGJK Dr'F_CH I JK 48_
x 84 32
52 1/8 X 25 8 A,C F,G FG F.
GHI 33
52 1/8 X 37 3/8 B A,C A,
C F,
G F,
G,H,1 F,G,H,I 34
52 1/8 X 49 5/8 52
1/8 X 55 7/4 B
a
A,C F,G,H,i D.E.F,G.H,i 345
35
52 1/8 X 62 a A,C F.G.H,I D.E,FG,W D,
E.FG ti,l 36
52 1/8 X 71 6 A,C A,
C FG,
H,I F,
G.J.K D.E,FG.J.K.J.K 37
52 1/8 X 83 8 37
SIZE NOT AVAILABLE IN I WO OR i 530 SERIES. INTERNATIONAL,
INC SANFORD,
FLORIDA FFLORIDAEXTITL) I°
ITLE: INSTALLATION DETAIL SGL.
HUNG FLANGE WINDOWS — SERIES 1000 1500 200C DRAWN
DY-. BB APPROVED BY. DATE:
10/09/0l SCALE: FITS DWG_: FL.EXOO 16 PREPARED
6'- PRODUCT EeAPFIJENGVEEPING, 250 tNTERNATIONAL PKY., SUTE 2 THRow, Fi-OROA 327 46--PhONE 407 805-0365 FAX 407 8t 5-366
w1rd-010
CAULK BETWEEN
WINDOW FIN &
SHEATHING
INSTALLATION ANCHOR
8 WOOD SCREW
STUCCO
BY OTHERS
ME
I
INSTALLATION
8 WOOD
monogmEmm
I' MIN,
EMBEDMENT
WINDOW WIDTH
1/4' MAX.
SHEATHING TWO BY WOOD
SHIM SPACE
BY OTHERS BY OTHERS TWO BY WOOD
SHIM AS REO'D. STUD BY OTHERS
SEE NOTES)
SHIM AS REQ'D.
FSEENOTES)
yLl - A .®
m
7 T,
rvl 'ry"l-AL
ACTURBR N*
GLAZING (TYP.)
SHIM SPACE y (
SEE NOTES)
GLAZING (TYP.)
SEE NOTES)
FIN TYPE
WINDOW FRAME
HEADER
I TYPE
NDOW FRAME
P4ARBLF_ SILL
STOOL
BY OTHERS
BY OTHERS
I -MIN,
EMBEDMENT
SECTION A -A
L-WINDOW
WIDTH
A
B B
24' O-C-
MAX, (TYP.) EQUALLY SPACE
ANCHORS (TYP-)
WINDOW
HEIGHT
L51c
A (
T Y P,) L 6' MAX. (TYP.)
2
ELEVATION
VIEWED FROM EXTERIOR
MIN -
EMBEDMENT
SHEATHING
BY OTHERS
CAULK BETWEEN
WINDOW FIN
SHEATHING
PERIMETER INSTALLATION ANCHOR
CAULK #8 WOOD SCREW
BY OTHERS
STUCCO
BY OTHERS
SECTION B-B
aQiE—s
1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR,
MAX, ALLOWABLE SHIM STACK TO BE 1/4-.
2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063.
3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH.
TO ACHIEVE MIN- EMBEDMENT OF 1- INTO WOOD BUCK-
4) USE SILICONIZEO ACRYLIC CAULK BEHIND WINDOW FIN
AT HEAD, SILL & JAMBS.
5) USE SILICONIZED ACRYLIC CAULK FOR. PERIMETER SEAL
AROUND EXTERIOR OF WINDOW FRAME.
6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART,
USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE.
7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF
ASTM E1300 GLASS CHARTS,
8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN.
THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500
AND 2000 SERIES SINGLE HUNG WINDOWS.
REVI DESCRIPTION DITI INTERNATIONAL, INC
I 401FLU"RIDA EXTRUDERS SANFORD, FLORIDA
TITLETITLE: INSTALLATION DETAIL W/#8 SCREWSINSTALLATIONSTALSCREWS
S I NGLE H 1000,1500, AP-2000
WDLNB SERIES 1000,1500, & 2000SINGLEHUNGFINWINDOW
VED BY: DRAWN BY: BB APPR
DATE.- 12/13/(---F DWG.:FLEX0026 SHTUV M SCALE:N. T. OF 2
PREPARED BY:- PRODUCT APPLICATION ENGINEERING, INC- 250 INTERNATIONAL PKWY,, SUITE 250. HEATHROW, FLORIDA 32746 PHONE 407 805-0365 FAX 407 805-0366
INSTALLATION ANCHOR CHART
INSTALLATION ANCHOR CHANT r ,
QUANTITY IN QUANTITY IN
QUANTITY IN QUANTITY IN HEAD cot SILL EACH JAMB
HEAD SILL EACH JAMB CALL WINDOW
CALL INDOUV v _
SIZE SIZE UP TO 70 PSf UP TO 70 PsF
SIZE SIZE UP TO 70 PSF UP TO 70p3F
2 2 12 18 1/8 X 25 2 2
32024231/2 X 27 d 2I1 13 18 1/8 x 37 3/8 2
2030 Z3 1j2 x 35 1J2
3 14 t8 t/5 X 49 5/8 2 3
32038231/2 X 43 1/22
3 k45 `•- t8 1f8 x 55 1/4 2
ZCi40 23 1j2.x 41 1f2 2
3 t5 t8 1/8 X 62 2 4
2044 23 1/2 X S1 1/2 2
3 16 t8 1/8 x 71 2 4
2050 23 1/2 X 59 1/2 2
4 17 t8 t 8 X 83 4
2060 23 1/7 X 71 1/2 2
2 4 1H2 25 1/2 x 25 2 2
2070 23 1/2 X 83 1/2 1H3 25 112 x 37 3/8 2 3
2424 27 1/2 X 27 1/2 2
2 1H4 25 1/2 X 49 5/8 2 3
2430 27 1/2 X 35 1/2 2
3 IH45 25 1/2 X 55 1/4 2 3
2438 27 7/2 X 43 1/2 2
3 1H5 25 1f2 x 62 2 4
2440 27 1/2 x 47 1/2 2
3 iH6 25 1/2 X 71 2 4
2444 27 1/2 X 51 1/2 2
3 1H7 ZS 7/2 x 83 2 4
2450 27.1/2 X 59 1j2 2
2 4 30 1/2 x 26 29 1/2 X 25 2
32460271/2 X 71 1/2
2 4 30 1/2 x 38 3/8 29 1/2 X 37 3/8 2
3247027tj2x83tf2
2 30 1/2 x 50 5/8 29 1/2 X 49 5J8 2
32824311/2 X 27 1/2
2 2 30 1/2 x 56 1/4 29 1/2 X 55 1/4 2
4283031tJ2X351/2
2 3 30 7/2 x 63 29 1/2 X 62 2
42838311/2 X 43 1/2
2 3 30 1/2 x 72 29 1/2 X 71 2
2840 31 1/2 X 47 1J2
2 3 30 1/Z 84 29 i/2X 83 2 4
2844 31 1/2 X 51 1/2
2 3 2 36 X 25 32550311/2 x 59 1/2
2 4 23 36 x 37 3/5 2
3286C} 31 t/2 X 7t i/2
2 4 24 35 x 49 5/8 2
32870311/2 X 83 t/2
245 36 X 55 1/4 2
3024 35 1/2 X 27 1/2 2
2 25 36 X 62 2 4
3030 35 1/2 X 35 1/2 2
3 26 36 x 713 2 4
3038 35 1/2 x 43 1/2 2
3 27 36 x 833 2 4
3040 35 1/2 X 47 1/2 2
3 42 x 26 41 X 25 3
3044
3050
35 1/2 X 51 1/2
35 1/2 x 59 1/2
2
2 3 42 x 38 3/8 41 x 37 3/8 3
3064 35 1/2 X 71 1/2 2 4 42 x 50 5/8 41 X 49 5/8
3 3
300 35 1/2 X 83 1/2 2 4 42 x 56 1/4
42 x 63
41 X 55 1/4
41 x 62 3 4
3424 39 1/2 X 27 1/2 3
3 2 42 x 72 4t X 71 3 4
3430 39 1/2 X 35 1J2
3 42 x 84 4i X 83 3 4
3438 39 1/2 X 43 1/2 3
3 3 48 x 26 47 x 25 3
3440 39 1/2 X 47 1/2
3 3 48 x 38 3/8 47 x 37 3/8 3 33
33444391/2 X 51 1/2
3 3 48 x 50 5/8 47 X 49 5/8 3
33450397/2 x 59 1J2
3 4 48 x 56 1/4 47 X 55 1/4 3
3460 39 1/2 X 71 1/2
3 4 48 x 63 47 x 62 3 4
3470 39 1/2 X 83 1/2
2 4 8 x 72 47 X 71 3 4
3824 43 1/2 x 27 1/2 3
2 48 4 47 x 83 4
3830 43 1/2 X 35 1/2 3
3 32 52 t/8 X 25 3 2
3838 43 1/2 X 43 1/2 3
3 33 52 1/8 X 37 3/8 3 3
3840 43 1/2 X 47 1/2 3
3 34 9 S8521f8X4J 3 3
3844 43 1/2 X 5t 1/2 3
3 345 52 1/8 x 55 1/4 3 3
3850 43 1/2 X 59 1/2 3
4 35 52 1/8 X 62 3 4
3860 43 1/2 x 71 1/2 3
36 52 1/8 x 71 3
3870 43 1/2 X 83 1/2 3 4
37 52 1/8 X 83 3 4
4024 47 1/2 X 27 1/2 3 2
4030 47 1/2 X 35 1/2 3 2
4038 47 1/2 X 43 1/2 3 3
4040 47 1/2 X 47 1/2 3 3
4044 47 1/2 x 51 1/2 3 3
4050 47 1/2 X 59 1/2 3 3
4060 47 1/2 X 71 1/2 3 4
4Q7Q 47 1/2 X 83 1/2 4
FL IT1,11
ADATE
INI N ERNA NAL NTIO
ANFORD, FLORID
TITLE: INSTALLATION ANCHOR CHART
ER S
SGL, HUNG FINWINDOWS - SERIES 1000 , 1500 F 2000
DRAWN BY: B APPR VE BY:
DATE: 12018i01 SCALE: NTS` D'iG_: FLEX0026 SHT 2 CIF 2
m
10cir
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TITLE: 1U '
AL- T 10Fwi- I L HE R 'S
I D E
S H rE.'-- PRE SSI R c- C A
F A C T I ES' DRAWN BY: APPROVED BY. L
SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES
CAPACITY
CA-PACITY ITCCPCITY CAPACITYPAfflTYCki' APA IT i I ACAPACH' 1 X4X3/8 1 X4X3/8 2X4X3/88lyCAPACITYCAPACITYCAPACITY1 :4X 1 /87/1 6X1/8: 1 X2 7/16X3/8X2 7/16)(3/8x4x W
lX2 LL JUBE MULL TUBE MULL 1 TUBE MULL TUBE MULL WINDOWjX2xj/8 1 X2X3/8 IX3 1;2 7/101/8'IX2 TUBE MU WINDOIX2XI/8 'ITUBE-MULL! 6 ANCHORS 6 ANCHORS 6ANCHORS4ANCHORSTUBE
MULL TUBE MULL MULL i TUBE MULL TUBE MULL TUBE MULL, p
TUBE MULL TUBE RS ANCHOR 6)
i SECT. A -A 6) SECT. A -A 7 CALLTIP -TO -TIP CHORS 1 2 ANCHORS 1 4 ANCHORS 2 ANCHORS 4 ANCHO SECT.
A:j fik( SECT.
3!, SIZE2ANCHORS1 .4 ANCHORS 2 ANCHORS 4 AN 5) SIZE
7) i SECT. A SECT. I iSECT. A 3SECT. A-A(,4) SECT. A SECT.
A 1 sE cT. -A 2 SEq SECT. _A=_L ------- 791.
81 11187.72 1i ! 1187.72 11187.72 32.42 336.52 732.42 336.52 17 791-81 12
19 1/8 x 26 1336.52 732.42 1336.52 692.83 493.
47 1740.20 i 740.20 493.47 740.20 429.
55 209.72 456.46 !209.72 456.46 7209.
72 539.
12 .359.41 13 (19 1/8 x 38 3/8-209.72 317.66 359.
41 1539.12 1539.12 5 ;
271.83 t
152.75 :193.92 152.7 1131.
23 152.75 177.46 it 14
119 1/8 X 50 5/8 131.23 ; 460A7 479.33 319.55 1479 33 135.
81 194.97 139.09 1127.29 135.81 --------------- - 145
119 1/8 X 56 1/4-94.13 194.13 127.29 423.03 282.02 423.03 282.02 1423.03 9 /.
4b 119.85 136.64 89.
211 189.21 97.48 15
19 1/8 X 63 65k..9765.97 365.75 212.62 212.62 296.98 296.98 90,
09, 58.
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1/8 X 72 43.49 i 43.49 i 294.03 17
131.
79 184.08 184 08 39.
83 55.84 55.84 1131.79 36.
45 ;39.83 19
1/8 X 84 126.96 26-96 927.
78 1618.52 1927.78 1927.78 618.52 162.
87 572.13 i 262.87 572.13 1541.20 1572131 IH2
26 1/2 X 26 '262.87 ---------- 557.41 371.61 1557.41 557.41 t371.61 157.93 34334 343.74 157.93 323.48 157.93 P6-
1 2 X 38 3/& 157.93 1239.21 5 13919.53 1399.5, I1266.35 1399- 3 201.
45 2266.35 3 113.
20 113.20 143.71 .113.20 11144
6 1/2 X 50 5/a--- 97.25 97.25 353.55 339.42 235.70 353.55 i 5
143.
81 1235.70 1102.59 100. 17 I
fE lii 69.43 93.89 93.89 _Ll 00. 17 IH4561/2 X 56 1/4,69.43 310.65 310.65 207.10 236.83 207.10 71.
58 88.01 100.34 148.
44 65.51 1165-51 71.5 T__
17.11 IH5261/2 X 63 i48.44 155.44 217 iIt6
165.86 1155.44 12 t267.38 42.
99 142.99 46.98 65.8 IH6
26 1/2 X 72 31 .79 1,31.79 3
26.53 .. 133.
99 214.02 i - 40.64 95.93 95.93 133.99 i
i 2899 12899 40.64 26.5 IH7
26 1/2 X 84 19.62 19.62 510 '
765 765471.75 1510 765 5
1216.75 471.75 '216.75 22
1 37 X 26 216.75 1471.75 1216.75 '471.7 0
1287.57 431.36 1287.57 431.36 431.36 122.
22 266.00 1122.22 .266.0 38
3/8 122.22 185.12 i 122.22 250.32 i 23
57 X L2 200.86 301.29 301.29 1
1151.91 2 6 11
1200.86 301.29 85.36 185.36 99A7 185.36 0&37 24
7 X 50 5/8 i 73.34 73.34 254.07 264.64 264 64 1176.43 76.79 74.98 i 107.65 176.43 - 245
37 X 56 1/4 151 97 70.28 70.28 74.98 1230.94 230.94 74.
59 153.96 176.06 153.96 65.
43 48.70 48.70 53.21 153.21 25
1
37 X 63 36.01 36.01 1197.41 114.
76 114.76 131.61 .160.30 i48.
62 48.62 34.69 134.69 26
37 X 72 123.47 23.47 31.74 i3l.74 156.97 982770.36 70.36 i 98.27 19.
46 !19.46 121.26 29.81 21 :E. 129-81 27
37 X 84 14.39 14.39 450.
85 `676s28 j 4,17 04 ,_.!450.85 i 676.28 1417.04jqj.j61 394.49 1191.6134725 32531/8 X 26 191.61 +417.04 347.25 1231.50 347.25 14
231-50 1149.
02 98.38 201,51 'i 98.38 2 t 4.14 3 8 33
P3 1/8 X 38 3/8-98. 38 1231-01 231.01 115400231.01 .00 11. 6.17 65:45 5 - -------
7 31 /8 X 50 5/, 56.23 6.23 65.45 76.04 45 83.09 200.
23 1133.48 133.48 3441200.23 158.
10 i 5 6.7 3 81.4 345
3 1/8 X 56 114, 39.32 39.32 53.17 53.17 156.73 1
5.08 1131.60 115.08 1172 .63 172.63 39.
78 i 418.91 1 55.76 36.
40 36.40 139.78 35
53 1/8 X 63 26.92 1118.41 11,15-82 84.77 184.77 97.21 71
78 1120.81 j71.78 36531/8 X 72 17.34 .17.34 '23.45 i 23.45 25.62 125.62 !35.92 35.92 14.
21 14.21 15.53 15.53 i2l.77 121.77 51.39 _1 37
53 1/8 X 84 10.51 10.51 is
INTERNATIONAL, INC SERIES
1000 & 1500 FLANGE VERTICAL EXTRUDER SANFORD, FLORIDA FLORIDAMULLION
DESIGN PRESSURE CGITIES rf A, J
TInE:Ij SHON-
0 Pi C EET 2OF2 _RT ik!Ul I VE 3NOTE: A)
NUMBER OF ANCHORS NOTED FOR TAPCON BY: PR _'D LBY- 1LV' 2APPROVED
BY:
DRAWN BYJ, FASTENERS REQUIRED
AT EACH END. L 2
SC
F_ U DWG.: 1 VMfr u 8) DESIGN
PRESSURES GIVEN ARE FOR 1.5 X cc u j 11 CJ
n. 0El
12 8
SHIM AS RE'ii'D
INSTALLATIONI ANCHOR
g SCREW .
SHEATHING (SEE NOTES)
BY OTHERS
CAULK BETWEEN
DOOR FLANGE TWO WOOD
SHEATHING BY OTHERS
Ixo o I SHIM SPACE
1-1/8" MIN. -
EMBEDMENT
STUCCO
OR SIDING
BY OTHERS
SLIDING GLASS
DOOR FRAME
PERIMETER HEAD
CAULK BY
OTHERS
c.b : i L X ;.,,_i' ..,..:ems• .ate- - "`ii ..
SLIDING GLASS
DOOR FRAME
SILL
IS
EMBEDMENT
4 d 1-1/4' MIN.
m
LIBERALLY APPLY -1
CAULKING UNDER SILL
OR SET SILL IN BED INSTALLATION ANCHOR
OF CONCRETE 3/16' DIA, TAPCON
SECTION A -A
DOOR WIDTH
SLIDING GLASS
DOOR FRAME
JAMB
TEMPERED GLASS
TYP.)
SECTION B-B
2 PANEL DOOR SHOWN
4' MAX, SHIM SPACE
TWO BY WOOD
1-1/6 MIN, BY OTHERS
EMBEDMENT
SLIDING GLASS 1
HOOK STRIP
SHIM AS RE:Q'D.
SEE NOTES)
INSTALLATION ANCHOR
8 SCREW
CAULK BETWEEN
DOOR FLANGE
SHEATHING
SHEATHING
BY OTHERS
TEMPERED t
STUCCO <TYPJ
OR SIDING
BY OTHERS
INSTALLATION ANCHOR
m
HOOK STRIP DETAIL
I) DOOR MATERIAL: ALUMINUM ALLOY 6063.
2) #9 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT
OF 1-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF
SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CGNCRFTE.
3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET.
4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT !-LEAD a JAMBS.
5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR.
6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT
LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D,
7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING_
PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN.
8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM F1300 GLASS CHARTS
9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS.
10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER.
11) SHIM AS REQ'D. AT EA. SET OF INSTALLATION ANC S_ MAX. ALLOWABLE SHIM STACK TO BE 1/4',
12) ALL INSTALLATION ANCHORS MUST RE 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 LISTER ABOVE ARE SHOWN ON THIS DRAWING. HOwEVER INSTALLATION
SECTIONS 'A -A', 'B-B' 8 HOCK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED
C I ATI S.
15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES To
2000 SERIES AND 500 SERIES -
REV[ LJSS11iT1I A EXTRUDERS F
L INT. INC. SANFORD FL TITLE:
SLIDING GLASS DOOR INSTALLATION
WITH #8 SCREWS DRAWN
BY: BB APPROVED BY: LATE:
12117101 SCALE: NTS B G #ALE 7PRES1IT
T
I PARED Br-
PRODUCT i APPLICATIDN ENGENEERING, INC-Z50 INTERNATIONAL PKVY., SUITE 250, HEATHROW, FLORIDA, 32746, 407-805-0365 FAX 467 0366
0
NOMINAL DOOR
SIZE AND
CONFIGURATION
40-6-8 RX, ox, X0
5068 XX, OX, XO
6068 xx, ox, xO
8068 xx, Ox, xO
10068 x X' Ox, x
5080 X X, OX, X 0
6080 x X, ox, xO
BOBO xx, Ox, x 0
10080 xx Ox, xO
5010b xx, ox, xO
60100 x X, ox, x 0
80100 x X' Ox, x
9068 OX0
12068 OxO
15068 0XO
DXll9080
12080 OXO
15080 0XO
oxO90100
120100 Oxo
9068 xxx
12066 XXX
15068 XXX
9080 xxx
12080 xxx
15020 xxx
J5100 xxx
120100 XXX
10068 Oxxo
12068 OXXO
16068 Oxxo
Tooso ox x 0
12080 OXXO
16080 oxxo
100100 Oxxc'
120100 Oxxo
160100 OxxO
10068 xxxx
12068 XXXX
16068 xxxx
10080 xxxx
12080 xxxx
16080 x x X-X
lootoo xxxx
120100 XXXX
160100 xxxx
I =
8 SCREW INSTALLATION ANCHOR CHART
N
48 X 80
60 x so
72 X 80
96 x 80
120 X 80
60 x 96
72 X 96
96 x 96
120 x 96
60 X 120
72 X 120
9e X 120
109 1/8 x 80
145 1/8 X 80
181 1/8 x 80
109 1/8 x 96
145 1/8 X 96
181 1/8 x 96
109 1/8 x 120
145 1/8 X 120
106 5/8 x 80
142 5/8 X 20
178 5/8 X 80
106 5/8 X 9-6
142 5/2-X 96
178 5/8 X 96
106 5/8 ,X 120
142 5/8 X 120
119 5/8 x 80
143 5/8 X 80
191 5/8 x eo
119 5/8
143 5/8 X 96
191 5/8 X 46
lig 5/8 x 120
143 5/8 X 120
191 5/8 X 120
117 1/4 X 80
141 1/4 X 80
189 1/4 X 80
117 1/4 X -96
141 1/4 X 96
189 1/4 X 96
117 1/4 X 120
141 1/4 X 120
189 1/4 X 120
QUANTITIES IN HEAD & SILL
UP TO 1 46 PSF TO 1 61 PSF TO
45 PSF 60 PSF 70 PSF
10 10 10
12 12 12
10 10 10
12 12- 12
6 6 6
8 8 8
10 LQ-- 10
12 12 12
14, 14 14
16. 16 16
12 12 12
14 14 14
16 le 16
12 12 12
14 14 14
12 12 12
14 14 14
16 16 16
12 12 12
14 14 14
16 16 16
12 12 12
4 14
12 12 12
14 14 14
19 18 le
12 121 12
14 14 14
is 18 is
12 12 12
14 14 14
le is 19
12 12 12
14 14 14
16 16 16
12 12 12
14 14 14
16 16 16
2
116-1
12 12
14 14 14
16 19
QUANTITIES IN EA- JAMB
UP TO 46 PSF TO 61 PSF TO
45 PSF 60 PSF 70 PSF
10 10 10
10 10 10
10 10 10
10- 10 10
12 12 12
12 12 12
12 12 12
10 10 10
10 10 10
10 10 10
12 12 12
12 12 12
8
8
10 10 10
10 10 10
10 10 10
12 12 12
12 12 12
8
10 10 10
10 10 io
12 12 12
12 12 12
12 12 12
8
a
10 10 10
10 10 10
10 10 10
12 12 12
12 12 112
12 12 12
QUANTITIES IN EA. HOOK STRIP
UP TO 46 PSF TG 61 PSF TO
45 PSF 60 PSF 70 PSF
4 4
4 4 4
4 4 4
4 4 4
4 4 4
5 5 5,
5 5
5 5
5 5 5
6 6 6
6 6 7
4 4 4
4 4 4
4 4 4
5 5 - 5
5 5 5
5 5 5
5 7
5 7
4 4 4
4 4 4
4 4 4
5 5 5
5 5
5. 5
7
7
4 4 4
4 4 4
4 4
5 5
5 5
7
7
7
4 4 4
4 4 4
5 5 5
5 5 5
5 5 5
5 7
5 7
5 7
mm
EXTRUDERS
FLORIDA INT. IN. SANFORD, 'FL.
TITLE, SLIDING GLASS DOOR
INSTALLATION 'WITH #8 SCRE\-/S___--j
ANCHOR NOTES:
1) FOR MASONRY OPENING W/TWO By WOOD BUCK USE SAME: ANCHOR QUANTITIES.
s
yj
INCLUDED IN DESrSN WIND LOAD)
N- 514
GENERAL NOTES SHEET INDEX
1. DO NOT SCALE THE D 1 5:)ARITTEN DIMENSIONS AND NOTES
SHALL CONTROL. CONTACT THE 'FIELD MAN ER KITH ANY CONFLICTS
IN THE PLANS BEFORE BEGINNING NORK. SHEET NO.
1
SHEET NAME
2. ON-51TE VERIFICATION OF ALL PIMENVON5 AND CONDITIONS SHALL
BE THE RESPONSIBILITY OF THE 5Ua-CONTRACTOR5. EACH SUB -CONTRACTOR C COVER SHEET
SHALL REPORT TO THE FIELD MANA6ER ANY DISCREPANCY OR OTHER
ESTIONS PERTAINING TO THE D IN&S AND/ 5PECIFICATION5_ Al FOUNDATION PLAN, FOUNDATION
5. IT IS THE INTENT THAT SE NI 5 BE IN NFORM CE WITH THE DETAILS, WALL SECTIONS
2001 FLORIDA ILDING CODE, AND ALL APPLICABLE LOCAL, CITY,
COUNTY, STATEA FEDERAL CODES, ORDINANCES, LAY'G, REGULATIONS A1.1 FOUNDATION DETAILS, CONT.
AND RESTRICTIVE COVENANTS C-OVERMN4S THE SITE OF RK_
FLOOR PLAN
4. ALL D L FURNISH ALL LABOR, EOUIPMENT, MATERIAL5, AND
A3 EXTERIOR ELEVATIONSPERFOLRI: CE5SARY, INDICATED, REASONABLY INFERRED OR
1 D BY ANY CODE Y41TH-VRI5DICTION TO COMPLETE THEIR SCOPE A4 ELECTRICAL/HVAC P LANOFeiORK.
A INTERIOR ELEVATIONS,
S. ALL 54"X22" AND SPA" 4" PLANS ARE DRAM TO SCALEs 1/4" = I'-O",
EXCEPT FOR THE 51DE AND REAR EXTERIOR ELEVATIONS )SHICH ARE RISER DIAGRAMS
N TO 115" = 1'-0". ALL 1-7XI I PLANS ARE DRAINN TO THE SCALE
115" = V-O", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS A6 PRECAST LINTEL DIAGRAM
WHICH ARE DRA 4N TO 111h" = I °-o".
A6.1 PRECAST LINTEL TABLES
A7 FLOOR & ROOF TRUSS LAYOUTS
A7.1 STRAPPING SCHEDULE
S1 STRUCTURAL DETAILS
S2 STRUCTURAL DETAILS
S2.1 STRUCTURAL DETAILS
S3 STRUCTURAL DETAILS
t
Iff
m
10
E
sheet
ANGHORA6E TAPGON;
E3LOGK TO EXT, FRAME SHEAR 5TREN6TH X
CONNECTION (TYP. 5FAON6) SHEAR 5TREW5TH
NCHOR AWAOR 644TI
TAP<ON: 3Afo- 0 12- O. - PIA. 1-1
IA. EMBEPHENT HOLLON
VEI&HT
E3LO/-K
EXP. E30LT: j/2- o 45- or- 3/16' 1-1/2' 546 LE55.
1/4I-IZ2' 1075 L55, J-
E30LT: 1/2" @ 4&" O.G.)K TEST RE PORT # 150-2006eV PP-
OFE55IONAL SERNACE INPtr--)
TRJE5,ING.SEE MF6. 5PEG5, FOR
BIT SIZES 4 TECHNICAL INFORMATION
It
EXPAN51ON
13OLTS: P-
ANLS DETAIL
DENOTES PIPE PA66W-
i TPROUSH STEM
WALL DETAIL
DENOTES PIPE SLEEVE
SHALL BE P,4e,5W-;; THFROLrzP FOOTI D
2
SIZES LAF;r sEFZTi PIPE
AN
5OU
PIPE PASS TPROt*H SLEEVE SHALL E E A;
m—2 SLEEVE [
SIZES
LARGER TWAN j
PiferPA55W-zTHROUGH y
TWICXENED
SLAB
LINDER SEE
FOLJNDATJ0?4 PLAN FOR
RE5AR =ANTITY CONCIRETE
FOO 05f;?J-=5AfR UTHIN FOOT W-zUJ/
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5CUNDATICN
TER
PLAN
FOR
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LAYOUT FOR GWANTITY AND
SIZE. T
A
IF
L L
AND
PREECA-
5T LINTEL, SEE LINTEL PLAN
FOR DEPTH AND RE15AR 116 _
6"X16" CONC-RETE LC
51-00K COL" W 2 #
5 RE5AR- SEE FOU
FOUNPATIONPLAN, AFF
FIN. 6RAVE 24"
X24'XI2* DEEP 00LUMN 5
1121, rIONCRETE 5LA13 F-OOTER K/3 #55 EACH Y4AY OTTOM
OF FOOTER To
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10
AIR
W-1 Will
2r-W W-4'
25-5H 022/ -2q) f-22/ -24) Vxb 5-&D,
25 SH 25 SH -------- F"w
21/ - ZW -2q) W-r FP- (+22/ -24) f51-0 V2, 0221 -21V 23) W-4v
5C4 E6RE ?7 E
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T
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mm OUT K-LL
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VALL ir-3i-'
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121/ 23)
sik"
2
MCI
2 25 5H
2) 255H
111A
X Ar3t4 T-1 6/161 T-2 VW
AtR, 4ANEXER To HAVE A m"t
4 C -EA 15N ALL 61DES 14',4'
AND ENCLOSURE 61-ACE SP
MOIL VADER TAM APPLIANCZ- -
6END AIR HANDLER TO HAVE A TIK
4'CLEARANCE ON ALL $IDE6
AND ENL-4-05WM f.-A-E SR44-L
I-W U=ER THAN
AREA CAL ATIQA6 A$ 5
EQM EXTER ok WILL5 YORE 1ST FLP, UVIW6; 1542 5F
5(FFK-fENT 2NV FLR LIVING:M3 5F
SHEAR i-OAM-
TOTAL 3515 5F
9- —1c &ARAC-E: 44-1 SF
ALL 6COVERED ENTP,r; 12 5F TOBEDOMLE2. 10, uy V2, - - - - - - - - - - - - - - - - - - -- -I fi-
ac:q U4-Ess NOTED on-EPWSE TOTAL ND
FLOOR PLAN ET-
4I 4 'LANY$ fm? ITFLOORf25SH
V.V71 25 SH 1/4'=I'-O' r - oe 22/ -24) (+
WX TO14-D. (+tq/ -23) 61-4
31VI. L 51-0 M, L W-3 3/4' a EWAW&- I I
IV-4' 401-24'
L WTf° 5EE STAI R DETAIL0 hs ALL
UVWG
g2CII
E GINEER114G STAIR I
FQ ATION COW -VON IW-TION 55H V-
C'
C - UNLE55 0
NOTED 25 -, C4M q'-
4' 022/ -29) (+22/ -29) PML +qn3W
LEW644T: GUT VOYN
A CALCULATIONS ATIONS C,4D W' Irv. RISERS:16 o I' EA--H 2X12 THE sop FLAB
o to
4/5' EACH IY 3 10,
1 TREADS; 15TFLRLMW- 1542 5F N73 5F
FRONT I
3515
SF &-
ll " --*-)W COW- E AC TOTAL -, 09-2
IX6 5-
4 b 6APA&E; 441 SF 5ASE W
A.GK
AR COVERED
ENTR-r: 141 SF 9 ID TPA.
K
TOTAL - 4" SF A/C
CLOSET DETAIL PARTIAL F:LOOR PLAN SCAU- 14'
0-0 jA 5514 STAI
I R
RUN
PETAIL .1 4 01 .1 SCALE. 1 4x KT
M-7-307-MMUSURM
Eil 9'-4 5/4, TO WCOW FL.
TRJ56
4.t FLOOR Typ' Ef 1E>M6;EO rM-44
RIGHT ELEVATION
LEFT ELEVATION
va, - P-0,
SCA-El tw. r-o'
TT'p. 64JUERW
wu=o ON
LAIM rrP.
ax*45
CM fl-rpj
In.=
FRONT ELEVATION 'D'
1/4' - V-1Z10
y uv
FOIFLACE
AT- RtDGE VENT
W FLOOR Typ- FN" El
REAR ELEVATION
eC.4LE: 114' - Y-0-
Sc4p m4sctozy CiUOM
43/4- TO FL
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110
11
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T1416 1/
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45
ELECTRICAL 4 FLUM51NC, R,15ER PIA&RAMS
FAW E fV3 W03
mo DRYER 1013 W3
4 BARE
91ALL APP. ten W5
clu- Lr-44TW, GIR. 14/24 M
TO FflL TRANS—
v CiRcim Rom
F,15ER DIAGRAM 1200 A 4 WIRE 6ERVICE
LOAR TA13LE MOPEL 3515
QUANTITY EQIIFMENT LQAP—
R4w-iE 42A 2/F PP—W
A 2M 0 5kw
20A VP 17 pwPSOASHER
FffW-,MATOR LOA W 12 w
I DISPOSAL 20A VP 12 w
1 VASIER 20A VP 12 Soo
2 MALL APPLW4M 20A W V 30M
6 6 LMagL 5A YP 4 i'm
GARAGE DOOR OFBER EA VP 14 15M
PADDLE FAN5 f1b) E A y4 WO
SM-TOTAL MAM) 30,630
I st, 10ow WAM AT iw9,. 100W WATTS
REIANDER 40% 5016 WATT5
AL- 3000 WATTS
TOTAL
3)WO WATTS
21 -
TOTAL LOAD A'rS 88J3 A"S
SERVICE542E 2M AM-5
z 5 R 1 IA6RAM
MID
INTERIOR ELEVATIONS
KITGHEN
h. 1-9
L$6w
QT. VAM
VAD56
4'MA51E9-BATH II02 WALL DETAIL.
INTERIOR ELEVATIONS2
Wd
0 KITC-HEN
LKIW
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110411
LK-WT
VAD46
BATH #4-
I
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