HomeMy WebLinkAbout241 Clydesdale Cir - BR03-0000039 - SFRPERMIT ADDRESS
CONTRACTOR
i
ADDRESS 7—
O(
PHONE NUMBER 5
I
PROPERTY OWNER'
ADDRESS ftl35 14 7vNoc^-6A A%Ac
CI
PHONE NUMBER
ELECTRICAL CONTRACTOR M -- N--% L ,
SUBDIVISION
PERMIT # 39 DATE
PERMIT DESCRIPTION
toPERMITVALUATION
SQUARE FOOTAGE 17111
MECHANICAL CONTRACTOR p0
PLUMBING CONTRACTOR
H
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building -located at
241 CLYDESDALE CIR for
which permit 03-00000039 has heretofore been issued on 10/29/02
has been completed according to plans and specifications filed in the
office of the Build' Official prior to the issuance of said building
permit, to wit as complies with all the
building, plumbing, electrical, zonin nd subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL Subdivision Regulations Apply: Yes No
DATE APPROVAL DATE APPROVAL
BUILDING: FIRE:
Finaled _f_)IU_C5 Inspected rt
ZONING: 1 1
Inspected to ly Icy , a
UTILITIES:
Water Sewer
Lines In , X11Lines In Meter
Sewer Set
Tap Reclaimed
Water
ENGINEERING:
Drainage
b* Maintenance
Bond
PUBLIC
WORKS: Street
Street
Paved
Name
Street Signs
Ll 6/jSS; c+r o Lights Storm
Sewer
Driveway Street
Work
DESCRIPTION
WATER -
SEWER IMPACT FEES 01-
APPLCTN FEE -ELECTRIC 01-
APPLCTN FEE -ELECTRIC 01-
APPLCTN FEE -BUILDING 01-
APPLCTN FEE -PLUMBING 01-
PREPOWER AGREEMENT 01-
FIRE IMPACT - NONRES 01-
FIRE INSPECT -NEW CONST 01-
FIRE REINSPECTION FEE FEES
PAID DATE
AMOUNT 11/
21 02 1/
21/03 10/
29/02 11/
18/02 5/
22/03 10/
29/02 10/
29/02 6/
11/03 20.
00 20.
00 10.
00 10.
00 60.
00 61.
16 50.
00 25.
00
PAGE: 2
CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building -located at
241 CLYDESDALE CIR for
which permit 03-00000039 has heretofore been issued on 10/29/02
has been completed according to plans and specifications filed in the
office of the Building Official prior to the issuance of said building
permit, to wit as complies with all the
building, plumbing, electrical, zoning and subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL Subdivision Regulations Apply: Yes No
01-POLICE IMPACT - NONRES 10/29/02 390.06
01-RADON GAS TAX FEE 10/29/02 8.86
01-ROAD IMPACT FEES 10/29/02 2643.54
01-RECOVERY FD/CERT. PGM. 10/29/02 8.87
WD IMPACT:COMMERCIAL 10/29/02 650.00
SD IMPACT:COMMERCIAL 10/29/02 1700.00
C' C'Q'Ck fi oM'e-s ay Ho(-"Oalle 'I *S OWNER
I BUILDING OFFICIAL / DATE
FEMA REC'd
SLAB REC'd
INSPECTOR bQ zlj43
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
NEW COMMERCIAL BUILDING"""
DATE- Lj ' Q a'0-3
PERMIT # QA-
ADDRESS
PROJECT
e
CONTRACTOR
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineeri
Public Works Zoninq
Utilities Licensinq
Conditions: (to be completed only if approval is conditional)
0 0 `f 1 5- j ' 5-
FEMA REC'd
SLAB REC'd
INSPECTOR
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
NEW COMMERCIAL BUILDING""""
DATE L) . Q a''C) 3
PERMIT # QA- .?-) -
ADDRESS V, o'
PROJECT
e
CONTRACTOR \ aC , cry S
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineering Fire
Public Works mil/
n /J 5 1-ijlm , Zoninq
Utilities Licensinq
Conditions: (to be completed only if approval is conditional)
FEMA REC'd
SLAB REC'd
INSPECTOR
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
NEW COMMERCIAL BUILDING****
DATE- ` Q a. -•O
PERMIT # Q --)'
ADDRESS y ci _ CC_ fUtO
PROJECT
CONTRACTOR
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineering Fire
Public %
Utilities
Conditions: (to be completed only if approval is conditional)
CITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
PHONE # 407-302-1091 * FAX #: 407-330-5677
DATE: 3 PERMIT #: O 3— 3 7
Q 1 iBUSINESSNAMEAl,sPROJECT:_
ADDRESS:
PHONE NO.: FAX NO.:
CONST. INSP. C / O INSP.:(] REINSPECTION [ ] PLANS REVIEW
F. A. [ ] 1 F.S. [ ] HOOD [ ] PAINT BOOTH [ J BURN PERMIT [ J
TENT PERMIT ] TANK PERMIT [ ] OTHER [ ]
TOTAL FEES: $
I I— (
PER UNIT SEE BELOW)
COMMENTS: C IJI, -11%k Q Y1 I,JC(AR
Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit
1.
2.
3. 01116Z
4.
5. t
6.
7.
8.
9.
10.
12.
13.
14.
15.
16.
17.
18.
19.
20.
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, F1. 32771 Phone # -407-
330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that
will comply with all applicable codes and ordinances
of the City of Sanford, Florida.
Sanford Fire Prevention Division Applicant's Signature
FEMA REC'd
SLAB REC'd
INSPECTOR
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
NEW COMMERCIAL BUILDING****
DATE Ll ` Q a'QN 3
PERMIT # QA-
ADDRESS
PROJECT
e
CONTRACTOR
Z 0 "PI--
l
l
co rJ
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineeri
Ll/3/0`3
Fire to '' %
Public Works Zoning 8 rnb\),L- j
Utilities
Conditions: (to be completed only if approval is conditional)
EAR Iv(SC
li
S
V
FEMA REC'd
SLAB REC'd
INSPECTOR
L
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
NEW COMMERCIAL BUILDING""
DATE-L `Q a'C I U I V' "
PERMIT # (A-
ODq-D
ADDRESS C IC _ S _CC_ O
PROJECT
CONTRACTOR
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineering Fire
Public 1
Utilities
Conditions: (to be completed only it approval is conditional)
MM
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At
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mmppp
O U N DA RY SURVEY
DESCRIPTION: TRACT F, BAKERS CROSSING PHASE 1,
FRIE$,AS PER PLAT THEREOF RECORDED IN PLAT BOOK
4N 60, PAGES 27 THRU 29, OF THE PUBLIC RECORDS
OF ORANGE COUNTY, FLORIDA.
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C-1
L= 34.28
R=75.00
D=26'11'03"
CB=N13'47'58"E
C=33.98
NOT PLATTED
NOTES:
1) BASIS OF BEARING: THE CENTERLINE OF
CLYDESDALE CIRCLE AS BEING N00'42'26"E.
2) UNDERGROUND UTILITIES NOT LOCATED.
3) ELEVATIONS ARE BASED ON SEMINOLE
COUNTY DATUM.
REVISED JUNE 6, 2003 — FINAL SURVEY
NOT PLATTED
52METAL
LIGHT POLE BACKFLOW
o S8935'180E vALvE 105.95'
2-WATER MTERS p CLEAN1REGULAROOUT 6' IRON FENCE
42.0' PARKING CONCRETE DECK
SPACE O) 9.4' O do IRON FENCE
19.4'0 1.2' OVER
ONE STORY Y O UUCONCRETEBLUWO Li
BATHROOMS a z
Y FLOOR=28.91 1"
zQw
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Q a:
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CONCRETE DECKQ6IRONFENCEIRONFENCE
POOL 1.5' OVER
PUMP
R. SHANNON' JR., P.L.S.
FALID WITHOUT•THE SIGNATURE AN
OF A FLORIDA LICENSED SURVE4RR
tis33s,
3 8• TRACT F
4T
0
ORIGINAL RAISED
MAPPER
N89'35'18'W
74.98'
TRACT 1 25.00'
3
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LANDSCAPE BUFFER
SHANNON SURVEYING INC.
499 NORTH S.R. 434, SUITE 2153
ALTAMONTE SPRINGS, FLORIDA, 32714
407) 774-8372 LB # 6898
DATE OF SURVEY: DECEMBER 3, 2002
FIELD BY: B.R. SCALE: 1'=30'
FILE NUMBER: BAKERS - TRACT F(as-built)
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
O.M.B. No. 3067-0077
Expires July 31, 2002
Rlead the instructions on pages 1 - 7.
SECTION A - PROPERTY OWNER INFORMATION For .lnsuran.ce'C&ripany Use:
Number, PolicyBUILDINGOWNER'S NAME Po.
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company "C' Number.
r• ry STATE ZIP CODE
5,4AJGoeD ,e/'04 ,42773
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
e,Qc?- "F ` F44-'ERS C,2n,SSi-J PK/ =
BUILDING USE (e.g.. Residential, Non-residential, Addition, Accessory, etc. Use Comments section If necessary.)
NoN- RdF510EnrrtA L.
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: I_I GPS (Type):
or ##.# ) LJ NAD 1927 LJ NAD 1983 LI USGS Quad Map U Other.
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME 8, COMMUNITY NUMBER I B2. COUNTY NAME 1:53. S IAI t
SFmmi-oct COcJAlTi /,700ag sE^g'i 00tF Cc u7 Y F.E'i i4
B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD 69. BASE FLOOD ELEVATION
NUMBER DATE I EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of floods.
7 9s s
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
I_I FIS Profile JJ FIRM LJ Community Determined IX Other (Describe): L-0MQ- F - ,3r ,0t'eRS CZ SS.
811. Indicate the elevation datum used for the BFE in B9: JA7. NGVD 1929 Lf NAVD 1988 "Other (Describe):
812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? LJYes J4 No Designation
Date: SECTION
C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1.
Building elevations are based on: IJConstruction Drawings' JJBuilding Under Construction' 1,?gFinished Construction A
new Elevation Certificate will be required when construction of the building is complete. C2.
Building Diagram Number / (Select the building diagram most similar to the building for which this certificate is being completed - pages
6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3.
Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete
Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different fror the
datum used for the BFE in Section B. convert the datum to that used for the BFE. Show field measurements and datum conversior calculation.
Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conven Datum
NG'Jv OV) Conversion/Comments Elevation
reference mark used Co—P--'-T Y $ - I • Does the elevation reference mark used appear on the F ' J Yes { O
a) Top of bottom floor (including basement or enclosure) Z 8 = ft.(m) e
b)
Top of next higher floor No fit ft.(m) c)
Bottom of lowest horizontal structural member (V zones only) N dN ft.(m) o0O d) Attached garage (top of slab) N t _ ft.(m) E e)
Lowest elevation of machinery and/or equipment Wservicing thebuildingZ89ft•(m) EO f) Lowest adjacent grade (LAG) Z- ft•(m)O
g) Highest adjacent grade (HAG) 28 . Z ft.(m)O
h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade J O
i) Total area of all permanent openings (flood vents) in C3h 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 intormation. I
certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I
understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'
S NAME LICENSE NUMBER JAn,
es P2 .S14A"r.-)c*,l ,P- 2GS 5l6/ TITLE COMPANY
NAM OrQLcS /D
NT ..SA/xtN A,oN S uRi%e' S'!N — ADDRESS l
CITY tip
STATE ZIP
CODE l 1w .
SE. 57 V l ? z/ CTIO/'tGNTE SIB "/ -4 Ft -A 3Z7, SIGN E
UokTE TELEPHONE OV67 -77Y_
a' 7 2r FGM R1.
31 41 I(, Qa CFF p; \/GpCG CIr1F Frlp r.rINTINI I4TIr1N pFPI 4(`FC 4I I pRF\/Irl1 IC ;:nlT
STREET ADDRESS (Including Apt., Unit, Surte, and/or Bldg. No.) UK P.U. KUUT t ANU BUX NU. I Policy Number
CITY STATE ZIP CODE I Compa NAIC Number
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
COMMENTS
1_1 Check here if attachmen-
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items E1 through E3. If the Elevation Certificate is intended for use as supporting
information for a LOMA or LOMR-F, Section C must be completed.
E1. 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 I I I fL(m) I I lin.(cm) U above or U belov
check one) the highest adjacent grade.
E3. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's
floodplain management ordinance? I_I Yes I_I No U Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or
community -issued BFE) or Zone AO must sign here.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
1 _,_1 Check here if attachmer
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete
Sections A. B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below.
G1. I_I The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor,
engipeer, or archittect 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. I_I A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or
Zone AO.
G3. I_.l The following ili6miation (Items G4-G9) is provided for community floodplain management purposes.
G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY
ISSUED
G7. This permit has-been issued for: I_I New Construction I -I Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum:
G9. BFE or (in Zone AO) depth of flooding at the building site is: — ft.(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
Check here if attachm=
FPMG Gnr A1_11 AI Ir:Oq RFPI A('FC Al 1 PP=VIC)l IC =r11T1(`
ArIk
if
CAPRI BUILDERS
A division of Capri Homes, Corp.
City of Sanford
Dan Florian, Building Official
P.O. Box 1788
Sanford, FL 32772-1788
RE: Prepower Inspection Request for (241 Clydesdale Circle)
To Whom It May Concern:
OF
This letter is written to request a prepower inspection for the address referenced above.
Please be advised that such building will not be occupied until the Certificate of
Occupancy has been released.
Sincerely,
Mr. Mario Prieto
Westlake Plantation LLC
Yuclit Oil
MYCOMMI$$IONa OD181210 EXPIRES
March 17, 2007
j Rr i?:•', BONDED THRU TROY FAIN INSURANCE, INC
735 NORTH THORMON AVENUE - ORLANDO - FLORIDA - 32803
PHONE: (407) 228-4645 • FAx: (407) 228-4648
COMMERCIAL - RESIDENTIAL CUSTOM Hows - RCA040368 • CRCO20130
CITY OF S'ANFOROIEIAIEM, RIOP AUPERMITUAPPLIC''
Permit Number. 0 3 Date: L Z
The undersigned hereby applies for a permit to install the following electrical:
Owner's Name:
Address of Job: / C `, Y T2 S /qL "A"
Electrical Contractor:
Residential: Non -Residential:
Number Amount
Addition, Alteration, Repair Residential & Non -Residential) po
New Residential:
AMP Service
New Commercial:
AMP Service
Change of Service:
From AMP Service to AMP Service .
Manufactured Building
Other.
Description of Work:
Application Fee: 10.00
TOTAL DUE:
By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code.
Applicant'ssigrfature
State License Number
I
dFl
A-p-n e1-4-0
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Nil
P:
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7-0-0
15-8-0
U_u_U
Y,'A R N I N ALL BEARING WALLS TO BE PLACED i J.L HUS26 IN C TI (E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS
PRIOR TO SETTING TRUSSES.. C5 HGUS26-2 'ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS
WALLS SHOWN ARE TO BE BEARING.- 1J IS SPC.HGR SIGNED APPROVAL: X
JOB NUMBER: 31757 DATE: 9-9-02 PITCH: LOAD2:_SHINGLES
CCU SPAN CUSTOMER: CAPRI HOMES .1 D/H: 1-4A407-321-ltO BY: T- JOB NAME: BAKER CROSSING PAVILION BRG: BLOCK
MiTeke
September 9, 2002
MiTek Industries Inc.
16472 Segovia Circle North
Pembroke Pines, FL 33331-4627
USA
Fax (954) 680 4395
The truss drawings referenced below, have been prepared under my direct supervision based
on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software.
Pages or sheets covered by this seal : 13793734 thru I3793748. Total : 15 drawings.
Job 31757
Builder :CAPRI HOMES
Location :BAKERS CROSSING PAVILION
County :SEMINOLE
Truss Engineer :Junaidie Budiman, PE # 45161.
Address :16472 Segovia Circle North
Pembroke Pines, FL 33331-4627.
This serves as the cover sheet in conformance to Chapter 61 G15-31 Section 003 of the
Florida Board of Professional Regulation.
This package include: 1) 15 Truss drawing.
2) Truss Index.
September 9, 2002
Junaidie Budiman, PE
The seal on these drawings indicate acceptance of professional engineering responsibility
solely for the truss components shown. The suitability and use of this component for any
particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2.
YRUSS INDEX OF JOB 31757
Trusses included=15
0,"\31757\a.tre" 1 3793734
1,"\31757\al1.tre" 13793735
2,"\31757\a7.tre" 1 3793736
3,"\31757\a7a.tre" 1 3793737
4,"\31757\a9.tre" 1 3793738
5,"\31757\b.tre" 1 3793739
6,"\31757\b7.tre" 1 3793740
7,"\31757\b9.tre" 1 3793741
8,"\31757\j.tre" 1 3793742
9, "\31757\jg. tre" 1 3793743
10,"\31757\k.tre" 1 3793744
11,"\31757\1.tre" 1 3793745
12,"\31757\m.tre" 13793746
13,"\31757\s.tre" 1 3793747
14,"\31757\s1.tre" 1 3793748
f : NO, 4 5161 ,k
O SMATE OF
ZoR tot,
September 9, 2002
AWARMNO - VerVy design pararrseters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE.
Design valid for use only with Mllek connectors. This design is based only upon parameters shown, and is tot on Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not trust
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure dabWty during construction is the
responsibility of the erector. AcidBlonal permanent btbcing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality conhol, storage, delivery, election and biocing, consult OST-88 Quality Standard, DSB-89 Bracing Specification. and NIB-91
Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onohlo Drive, Madison, WI53719.
M1
MiTek0
Symbols
PLATE LOCATION AND ORIENTATION
13/1 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
A,, y ,A„
0
Q
0
For 4 x 2 orientation, locate 7:
plates/a" from outside edge of otrussandverticalweb. 0
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MITek/Gang-NallJolnt/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 49224eSBCCI87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
a
MiTek®
i ,Z&Lo
FORM018,019 0 NMRO,AIR0
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties.,
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
aa: joint and embed fully. Avoid knots and wane
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 at 1A panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
IIIIIIII
PANEL
TM
CLIP
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
In all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer,
15. Care should be exercised in handling,
erection and installation of trusses. `
1993 Mitek Holdings, Inc.
Job russ I russ I ype ty y AKERSCit6SSING PAVILION
13793734
31757 A ROOF TRUSS 19 1
optional)
A A , LONGWOOD, FL, MiTekIndustries, Inc. 4.201 SR1 s Aug 20 2C01 MiTek Industries, Inc. Mon Sep 1 Page 1
1 -1-4-0 l 6.7.4 12-8-0 18.8-12 1 25-4.0I1 126-8.0
1-4-0 6.7.4 6-0-12 6.0-12 6-7-4 1.4.0Scale 1:50.4
4x6 =
4
6.00 F"-
2x4 \\ 2x4 /7
3 5
2 6
o' ' jo
3x4 = 10 9 8 3x4 =
3x4 = 3x4 = 3x4 =
8.7.8 16.8-8 25-4-01I
8.7.8 8.1.0 8-7-8
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.60 Vert(LL) 0.08 10 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.22 8-10 >999
BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.05 6 n/a
BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 117lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-9 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-1-12 oc bracing. WEBS 2 X 4 SYP No.3
REACTIONS (Ib/size) 2 = 1287/0-8-0, 6 = 1 287/0-8-0
Max Horz 2 = 190(load case 4)
Max Uplift2=-669(load case 4), 6=-669(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=23, 2-3=-1801, 3-4=-1559, 4-5=-1559, 5.6=-1801, 6.7=23
BOT CHORD 2-10 = 1590, 9-10 = 1096, 8-9 = 1096, 6-8 = 1590
WEBS 3-10=-363, 4-10=557, 4-8=557, 5-8=-363
NOTES (5-6)
11 This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 IT above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 669 lb uplift at joint 2 and
669 lb uplift at joint 6.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PE1145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED
LOAD CASE(S) Standard
Ire B
t No. 4 5161 ,k
Or t Y
tSTATEOF : w
ID R to''
01VAL
September 9,2002
AwARmNO - VerW design pawnseters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. onissies®
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure dablitty during construction Is the
responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult 057.68 Quality Standard, DSB-89 Bracing Specification, and HIB-91
Handling Installing and Bracing Recommendation available, fromfrom Truss Plate institute, 593 D'OnohDrive, Madison, WI53719. M iTek®
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
t 3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
TOP CHORDS 2. Cut members to bear tightly against eachitc273
other.
o WEBS J5
a:3. Place plates on each face of truss at each
For 4 x 2 orientation, locate
O „ Qt joint and embed fully. Avoid knots and wane
plates/e" from outside edge of
o
d _
4.
at joint locations.
truss and vertical web. a
o
Unless otherwise noted, locate chords licesP114length(+ 6" fromc, C6 at panel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in
Jt J8 V J6 lumber shall not exceed 19 %at time of
connector plates.
fabrication,
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE Preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
MRek/Gang-Nall Jolnt/Plate Placement Chart.
FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
PLATE SIZE shown indicate minimum plating requirements.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
4 X 4 perpendicular to slots. Second in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of
BEARING others unless shown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
MiTek® 15. Care should be exercised In handling,
PANEL
TM erection and installation of trusses.
1993 Mitek Holdings, Inc. , CLIP
FORM016.019 HYORO,AZR®
Job russ I russ I ype ty y AK SING PAVILION
13793735
31757 All ROOF TRUSS 2 1
optional)
A U- AN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SRI s Aug 20 2COl MiTek Industries, Inc. Mon Sep 09 1 age 1
1-4.0 5.9.4 11-0-0 14-4.0 19-6.12 25-4-0 26-8.0
1-4-0 5-9-4 5-2-12 3-4-0 5-2-12 5-9.4 14-0
Scale: 1 /4" = 1
4x6 =
4x6 =
4 5
6.00 T2- 3x4 3x4
3 6
2 7HUnM
01 6 6
3x4 = 12 11 10 9 3x4 =
2x4 II 3x4 = 5x6 = 2x4 II
5-9.4 11-0-0 14-4-0 19-6-12 25.4.0
5.9.4 5.2.12 3-4-0 5-2-12 5-9.4
Plate Offsets ( ): 1
LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) -0.15 9-10 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.20 9-10 >999
BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.06 7 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min Udell = 360 Weight: 125 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-14 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2 = 1287/0-8-0, 7 = 1 287/0-8-0
Max Horz 2=-170(load case 5)
Max Uplift2 = -696(load case 4), 7=-656(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=46, 2-3=-2043, 3-4=-1507, 4-5=-1273, 5-6=-1507, 6-7=-2043, 7-8=46
BOT CHORD 2-1 2 = 1720, 1 1-12 = 1720, 10-1 1 = 1273, 9-10 = 1720, 7-9 = 1720
WEBS 3-12=121, 3-11 =-518, 4-11 =330, 5-10=330, 6-10=-518, 6-9=121
NOTES (6-7)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 696 lb uplift at joint 2 and
656 lb uplift at joint 7.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Truss Engineer: Junaidie Budiman, PEi145161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331.
7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED
LOAD CASE(S) Standard
ppf7
i i '•;
t
No. 4 5161
rSTATEOF
o co,
e.
R I
aNAL
September 9,2002
A WARNING - Verify design pararnet:ere and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0
Design valid for use only with Mllek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss
designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control- storage, delivery, erection and bracing, consult OST-lie Quality Standard, OSS-e4 Bracing Specification, and HIB-91
Handling Installlnq and Bracing Recommendation ova0b laabfromTrussPlateInstitute, 583 D'OnobDrive, Madison, WI53719. M iTek®
Symbols
PLATE LOCATION AND ORIENTATION
t'/. *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
A„
0
Q
0
For 4 x 2 orientation, locate
plates 1/8" from outside edge of otrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
40 11 continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
Q joint and embed fully. Avoid knots and wane
i at joint locations.
a 4. Unless otherwise noted, locate chord splices
o at /4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
BEARING
Indicates location of joints at
which bearings (supports) occur.
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTek®
ill
PANEL
TM
CLIP
FORM018,019 NMRO-AIR0
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
Is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements,
9. Lumber shall be of the species and size, and
In all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design,
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc. ,
Job russ 1russ lype ty ly AKERS CROSSING PAVILION
13793736
31757 A7 ROOF TRUSS 1 1
optional)
A A I ec Industries, Inc. 4.201 R 1 s Aug 2020 1 MiTek Industries, Inc. Mon Sep 0$ 13:2:66 66 age 1
1.4-0 3-9-4 7-0-0 1 12.8.0 1 18-4-0 21-6-12 1 25-4-0 26.8-01
1-4.0 3-9-4 3-2-12 5.8.0 5-8-0 3-2-12 3-9-4 1-4-0
Scale: 1 /4" = 1
5x8 =
3x6 II 5x8 =
4 5 6
6.00 rf-2 2xa 2x4 i
3 7
2 8
EEI
01 9 `o
3x10 = 12 11 10 3x10 -
3x4 - 7x8 - 3x4 =
7.0.0 12.8.0 18.4-0 25-4-0I1I
7-0.0 5-8-0 5.8.0 7-0-0
Plate Offsets ): -1- , 6--1-120-2-121, 1 : - -1- 11: -4-0,0-4-81
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.28 11 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.32 11 > 91 7
BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(TL) 0.10 8 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 156 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 2-6-0 oc purlins.
4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4.5.14 oc bracing.
BOT CHORD 2 X 6 SYP No.2ND
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2 = 2465/0-8-0, 8 = 2465/0-8-0
Max Horz 2 = 123(load case 4)
Max Uplift 2 = -1 640(load case 4), 8=-15040oad case 5)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=25, 2-3=-4538, 3-4=-4385, 4.5=-4934, 5-6=-4934, 6-7=-4385, 7-8=-4538, 8-9=25
BOT CHORD 2-12=3998, 11-12=3972, 10-11 =3972, 8-10=3998
WEBS 3-12=-67, 4-12=817, 4-11 =1123, 5-11 =-931, 6-11 =1123, 6-10=817, 7-10=-67
NOTES (8-9)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1640 lb uplift at joint 2 and
1504 lb uplift at joint 8.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Girder carries hip end with 7-0-0 end setback
7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 657.1lb up at 18-4-0, and
603.21b down and 657.1lb up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the
building designer.
8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
9) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED 1E pr
LOAD CASE(S) Standard I FL%"'I.
1) Regular: Lumber Increase = 1.33, Plate Increase 1 33 G. z•
Uniform Loads (plf)
Vert: 1-4=-74.0, 4-6=-154.2, 6-9=-74.0, 2-12=•20.0, 10-12=-41.7, 8-10=-20.0
Concentrated Loads (lb) * i0 4.5161Vert: 12 = -603.2 10 = -603.2
STATE OF
sa iaL
September 9,2002
AWARMMo - Verjfy d.styn paranwt.rs and READ Narzs ON Tars AND RavERss SIDE BARE use. 0
Design valid fof use only with MITek connectors. This design is based only upon parameters shown, and is for on Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incorporatlon of component is fesponslblity of building designer . not (fuss
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bfacing to Insure stability during constfuctlon is the
responsibility of the erects. Additional permanent briacing of the overall structure is the fesponslb8tty of the building designee. For genefal guidance
regarding fabrication, quality control, storoge, delivery, erection and bracing, consult OST-88 OualRy Standard, DSB-89 Bracing Sp.cltkatlon, and HIB-91
Handling Installinq and Bracing R.conlrrl.ndationaVaBn N93 able homTivateInstitute, SD'Onofflo Drive, Madison, WI53719. M iTek®
Symbols
PLATE LOCATION AND ORIENTATION
13/4 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions ore in inches. Apply
plates to both sides of truss and
securely seat.
A„ "fill
o
0
For 4 x 2 orientation, locate L)
plates 1/8" from outside edge of otrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MRek/Gang-Nall Joint/Plate Placement Chart.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TOTHE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
4000 continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
MiTek®
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties.,
2. Cut members to bear tightly against each
other,
3. Place plates on each face of truss at each
Q joint and embed fully. Avoid knots and wane
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 at'/4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
TM
PANEL
CLIP
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
In all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc. ^
FORM016,019 NMRO,A/R
Job russ truss type ty y AKERS CROSSING PAVILION
13793737
31757 A7A ROOF TRUSS 1 1
optional)
MiTek Industries, Inc. 4.201 SR11 s Aug 20 2001 MiTek Industries, Inc. Mon Sep 09 1 2662_ age
1-4-0 3-9-4 7.0-0 1 10.9.5 1 14.6-11 1 18-4-0 1 21-6.12 25-4-0 26.8.0
1.4.0 3.9.4 3-2-12 3.9-5 3-9-5 3-9-5 3-2-12 3-9-4 1.4.0
Scale: t /4" = 1
5x6 -
3x4 - 2x4 II 5x6 -
4 5 6 7
6.00 rf2 3x4 3x4
3 8
b
2 9
of 1l0
4x8 = 16 15 t4 t3 12 tt 4x8 =
2x4 // 8x8 - 3x4 - 7x8 - 8x8 = 2x4 \\
3 1 5.10.12 1 10.9.5 14.6.11 19.5.4 22-1-6 25.4.0
3-2-10 2.8.2 4.10.9 3-9.5 4.10.9 2-8-2 3-2-10
Plate Offsets -4- -1-1 4:-3-0.0-2-61[7:0-3-0,0-2-9j, 1 : -4- -1-1 1 - -1 1 -4.60-4-8 , 11 •4- -5-01
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.23 14 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.28 14 >999
BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.09 9 n/a
BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min Udell = 360 Weight: 157 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-15 oc purlins.
BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-4-7 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2 = 2872/0-8-0, 9 = 1749/0-8-0
Max Horz 2=-124(load case 5)
Max Uplift 2=-1761(load case 4), 9=-897(load case 5)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=25, 2-3=-5480, 3-4=-5277, 4-5=-3898, 5-6=-3397, 6.7=-3397, 7-8=-2874, 8-9=-3103, 9-10=25
BOT CHORD 2-16=4830, 15-16=4811, 14-15=4012, 13-14=3898, 12-13=2503, 11-12=2715, 9-11 =2735
WEBS 3.16=59, 3-15=-128, 4-15=2315, 4-14=-154, 5-14=191, 5-13=-682, 6-13=-272, 7-13=1213, 7.12=214, 8.12=-195, 8-11 =59
NOTES (7-8)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1761 Ib uplift at joint 2 and
897 lb uplift at joint 9.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Special hanger(s) or connectionls) required to support concentrated load(s) 2045.61b down and 1323.41b up at 5-11-4
on bottom chord. Design for unspecified connection(s) is delegated to the building designer.
7) Truss Engineer: Junaidie Budiman, PEJ145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
8) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED
LOADCASEISI Standard `F [7p`, 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 (
Uniform Loads (plf)
Vert: 1-4=-74.0, 4.7=-74.0, 7-10=-74.0, 2-9=-20.0 P1liFI',9 •..• Concentrated Loads (lb)
Vert: 15=-2045.6 .
t :• No. 4.5161
Y
tMATEOF
S aNAL
September 9,2002
AWARNTNO - VerVy design parameters and READ NOTES ON TMS AND REVERSE BIDE BEFORE USE. 0
Design valid for use only with MlTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be
installed and boded vertically. Appilcob®ty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss
designer. Bracing shown is for Watiol support of individual web members only. Additional temporary bracing to Insure stobBlty during construction Is the
responsbiity of the erector. Additional permanent brbctrp of the overall structure Is the responslbBtty of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91
Handling Installlnq and Bracing Recommendation avaBR ablefromTrussateInstitute, 583 D'Onofrb Drive, Madison. WI53719. M iTek®
Symbols
PLATE LOCATION AND ORIENTATION
13/. * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
A„
o
Q
0
For 4 x 2 orientation, locate
plates 1/8" from outside edge of
truss and vertical web.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 V J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
40 11 continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
cc joint and embed fully. Avoid knots and wane
0 at joint locations,
a 4. Unless otherwise noted, locate chord splices
0 at 14 panel length(* 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
BEARING
Indicates location of joints at
which bearings (supports) occur.
WISC/DILHR 870040-N, 930013-N, 910080-N
Nie
WWI
PANEL
TM
CLIP
FORM018,019 HMR0,411R®
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
Is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
In all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling Is Installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
Job russ I russ I ype ty y AKERS CROSSING PAVILION
13793738
31757 A9 ROOF TRUSS 2 1
optional)
A A -OD, FL, MiTek Industries, Inc. 4. s Aug (2T01 MiTekIndustries, Inc. Mon Sep 09 1 age 1
1-4.0 4-9.4 9.0.0 16-4.0 i 20.6.12 I 25-4.0 1 2iIi
1-4-0 4.9.4 4-2-12 7.4.0 4.2.12 4.9.4 1-4-0
Scale: 1 /4" -1
4x6 =
4x8 =
4 5
6.00 FIT 2x4
3
M 2 7
M
of 8 140
3x4 - 11 10 9 3x4 =
3x8 - 3x4 - 3x4 -
9-00 16.4.0 25-4.0
9-0-0 7.4.0 9.0.0
Plate Offsets -4, -01
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.99 Vert(LL) 0.08 11 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.50 Vert(TL) -0.19 7-9 >999
BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.05 7 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 122 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-5-14 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-11
REACTIONS (lb/size) 2 = 1 287/0-8-0, 7 = 1287/0-8-0
Max Harz 2=-146(load case 5)
Max Uplift 2=-716(load case 4), 7=-628(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=23, 2-3=-1899, 3-4=-1596, 4.5=-1435, 5-6=-1596, 6-7=-1899, 7-8=23
BOT CHORD 2-11 = 1665, 10-11 = 1435, 9-10= 1435, 7-9 = 1665
WEBS 3.11 =-269, 4-11 =282, 5-11 =-0, 5-9=282, 6-9=-269
NOTES (6-7)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 716 lb uplift at joint 2 and
628 lb uplift at joint 7.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED
LOAD CASE(S) Standard
jj90EB
No.45161
O '• STATE OF
S'• O R toa*
September 9,2002
A WARNING - verjf)y design parameters and READ NOTES ON THUS AND REVERSE SIDE BErroRE USE. Sell
Design valid tot use only with Mlfek connectors. This design b based only upon parameters shown, and is for an individual bullding component to be
Installed and loaded vertically. AppicabBlly of design parameters and proper Incorporation of component is responsibility of building designer - not truss
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the
tespondbitlty of the erects. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quottty control storage, delivery, erection and bracing, consult QST•68 Quality Standard. OSI.89 Bracing Specification, and HIB•91
Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 593 D'Onohb Drive, Madison, WI 53719. M iTek®
Symbols
PLATE LOCATION AND ORIENTATION
13/' *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat,
a
T
0
QLtq4For4x2orientation, locate
0
plates I/e" from outside edge of CLtrussandverticalweb. I—
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MtTek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
40,10 continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
MiTek®
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 at /4 panel length(* 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
TM
PANEL
CLIP
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Comber is a non-structural consideration and
Is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design,
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, 'rf no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
r
FORM016,019 MYDRO,AIRO
Job russ Iruss I ype ty y ACROSSINGA I
13793739
31757 B ROOF TRUSS 3 1
optional)
A A -LONGWOOD, FL,'MiTekIndustries, Inc. 4.201 SRI s Aug 1 Mr ek Industries, Inc. Mon Sep 09 1 age 1
5.1.4 9-8-0 14.2.12 19.4-0 20-8.0
5.14 4.6.12 4-6-12 5-1.4 1-4.0
Scale 1:38.4
4x6 =
3
6.00 FTT
2x4 2x4 4
2 4
1 5
6 Rool
3x4 = 7 3x4 =
5x8 =
9.8-0 19.4.0
9.8-0 9.8-0
Plate Offsets ):-4-0-3-01
psf) SPACING 2-0-0 CST DEFL in (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.05 7 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.52 Vert(TL) -0.20 1-7 > 999
BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 5 n/a
BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/dell = 360 Weight: 85 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-4-9 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-8-2 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 1 = 890/Mechanical, 5 = 1018/0-8-0
Max Horz 1=-169(load case 5)
Max Uplift =-425(load case 4), 5=-540(load case 5)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=-1341, 2-3 =-967, 3-4 =-967, 4-5=-1310, 5-6 = 23
BOT CHORD 1-7 = 1193, 5-7 = 1150
WEBS 2-7=-372, 3-7=515, 4-7=-323
NOTES (6-7)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1 .33, and the plate grip increase is 1.33
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 425 lb uplift at joint 1 and
540 lb uplift at joint 5.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED
LOAD CASE(S) Standard
G el . r
Arr1o. 4 5181
STATE
September 9,2002
AWARNING - VerVy design panasneters and READ NOTES ON THIS Alm RE VERSE SIDE BEFORE USE.
Design valid fof use only with MITek connectors. This design is based only upon parameters shown, and h for an Individual building component to be
Installed and loaded vertically- Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss
designer. Bracing shown Is for loteral support of Individual web members only. Additional temporary bracing to Insure stabillty during construction Is the
responsibility of the erector. Additional permanent brbctnq of the overall structure Is the responsibllty of the building designer. For general guidance
regarding fabrlcatbn, quality control, storage, delivery, erection and bioctng, consu8 OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS•91
Handling Installing and Bracing Recommendation ava6b from Truss Plate Institute, 583 D'Onohlo Drlve, Madison, WI $371 V. M iTek®
Symbols
PLATE LOCATION AND ORIENTATION
13/4 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
A„ ,A„
0
0
For 4 x 2 orientation, locate
plates I/8" from outside edge of otrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT
MtTek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
40,00 continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
MiTek®
A&General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
l . Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
Q joint and embed fully. Avoid knots and wane
i at joint locations.
a 4. Unless otherwise noted, locate chord splices
o at I/4 panel length(* 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
TM
PANEL
CLIP
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling Is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
M1
FORM016.019 HMRO,AFR0
Job russ truss type ty y AKERS CRO ING PAVILION
13793740
31757 B7 ROOF TRUSS 1 1
to tionall
ALONGWOOD, FE, MiTek Industries, Inc. 2F20-1—SR1 s Aug 20 2001 MiTek Industries, Inc. Mon Sep 1 age 1
1-4.0 3.9.4 7-0-0 12.4.0 15-6-12 19-4.0 20-8.0I
1-4.0 3.9-4 3-2.12 5-4-0 3-2-12 3-9-4 1.4-0
Scale = 1:37.5
6x6 = 5x8 =
4 5
6.00 riT 2x4 •,` 2x4
3 6
o_
2 7
n
B o1L
3x6 = 10 9 3x6 -
3x8 = 5x6 =
7-0-0 12-4.0 19-4-0
7.0.0 5.4-0 7.0-0
Plate Offsets 4:0 , -1• ,0=2-1
LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) 0.13 9 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.77 Vert(TL) -0.18 9-10 >999
BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.07 7 n/a
BCDL 10.0 Code SBC/ANS195 1 st LC LL Min Udell = 360 Weight: 98 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-6-15 oc purlins.
4-5 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-7-1 5 oc bracing.
BOT CHORD 2 X 4 SYP No.2D
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2 = 1877/0-8-0, 7 = 1877/0.8.0
Max Horz 2=-120(load case 5)
Max Uplift 2=-1245(load case 4), 7=-1181 (load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2 = 23, 2-3=-3181, 3-4=-3037, 4-5=-2760, 5-6=-3037, 6-7=-3181, 7.8 = 23
BOT CHORD 2-10=2772, 9-10=2760, 7-9=2772
WEBS 3-10=•52, 4.10=801, 5-10=-0, 5-9=801, 6-9=-52
NOTES (8-9)
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1245 lb uplift at joint 2 and
1181 lb uplift at joint 7.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Girder carries hip end with 7.0-0 end setback
7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 657.1lb up at 12-4-0, and
603.21b down and 657.1lb up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the
building designer.
8) Truss Engineer: Junaidie Budiman, PEJ/45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
9) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED C BL
I i FfCU•'` LOAD CASE(S) Standard
1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33
Uniform Loads (pit) . •
Vert: 1-4=-74.0, 4-5=-154.2, 5-8=-74.0, 2-10=-20.0, 9-10=-41.7, 7-9=-20.0 V
Concentrated Loads (lb) `' f 0 4J1 Vert: 9 = -603.2 10 = -603.2 =
triATEOF
VAL
September 9,2002
AwnwviNO - verVy design parameters and R&W NOTES ON THIS AND JWVERSE SmE BXFO1RE USE. sionsfos®
Design valid for use only with Miles connectors. This design is based only upon parameters shown, and Is lot an individual building component to be
Installed and boded vertically. Applicability of design parameters and proper Incorporation of component b tesponsiblBty of building designer • not puss
designer. Bracing shown Is to lateral support of Individual web members only. Additional temporary btacing to Insure stoblIlly duiing constiuctbn If the
iesponslblilty of the etector. Additional permanent bracing of the ovetaB structure Is the responsibility of the building designet. For general guidance
regarding fabrication, quality control, stotage, delivery, erection and WacIng, consult OST•88 Quality Standard, DSO.89 Bracing Specification, and HIB-91
Handling Installing and Bracing Becommerdatlonavaliable Isom Truss Plate institute, 693 D'Onofrb Drive, Madison, WI53719. M iTek®
Symbols
PLATE LOCATION AND ORIENTATION
13/4 *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plate's to both sides of truss and
securely seat.
4„
T
0
0
For 4 x 2 orientation; locate
plates I/e" from outside edge of 0trussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
Jt J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT
MRek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
40 11 continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
MiTeko
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
l . Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
Q joint and embed fully. Avoid knots and wane
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 at I14 panel length(* 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
PANEL
TM
CLIP
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
In all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling Is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
F
FORM019.019 M/ORO-AIRO
Job russ Iruss Type ty y AKERS CROSSING PAVILION
13793741
31757 B9 ROOF TRUSS 1 1
0 tio
A A - WO6DFL, Mi ek Industries,Inc. 1 1 s Aug 1 I e Industries, Inc. Mon Sep 09 1 : 9—n- age 1
4.9.4 9-0.0 1 10.4.0 14.6.12 19.4.0 20.8.0
4-94 4.2.12 1.4.0 4.2.12 4.9.4 1.4.0
Scale = 1:37.
4x6 =
4x6 =
3 4
6.00 rT2-
2xa 4- 2x4
2 5
I
1 6
1o
3xa = 9 8 3x4 -
3x4 = 5x6 -
9.0.0 10.4-0 19.4.0
9.0.0 1-4-0 9.0.0
Plate Offsets ,Y):18:0-3-0,0-3-01
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.28 Vert(LL) 0.08 1-9 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(TL) -0.19 1-9 >999
BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.03 6 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min Well = 360 Weight: 90 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 5-1-11 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7.11-7 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 1 = 871 /0-8-0, 6 = 101 1 /0-8-0
Max Horz 1 =-161 (load case 5)
Max Uplift =-425(load case 4), 6=-535(Ioad case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=-1454, 2-3=-1111, 3-4=-930, 4-5=-1108, 5-6=-1447, 6-7=46
BOT CHORD 1-9 = 1240, 8-9 = 930, 6-8 = 1212
WEBS 2-9 =-359, 3-9 = 283, 4-8 = 244, 5-8 =-326
NOTES (6-7)
11 This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSl95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 425 lb uplift at joint 1 and
535 lb uplift at joint 6.
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED
LOAD CASE(S) Standard
ptE 8t 4
No. 4 5161
r4STATEOFj.°
O• TAL
September 9,2002
A WARNING - VerM deetyrs parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE.
Design valid lot use only with Mffek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be
Installed and loaded vertically. ApplicoblBty of design parametets and ptopet incotpotatlon of component is tesponslblttly of bulkfing designer - not truss
designer. Bracing shown is lot latetal support of Individual web membets only. Additional temporary btacing to Insure stability duting constiuctlon is the
tesponslblllty of the erectot. Additional petmonent btbcing of the oveta8 shuctute is the tesponsibBBy of the building designer. For genetol guidance
regotding labtloatlon, quality control, storage, delivery, erection and btacing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installlna and Bracing Recommendation ova6from Truss froTrussPlateInstitute, 583 D'Onofdo DtNe, Madison, WI5371 V.
Symbols
PLATE LOCATION AND ORIENTATION
13/4 * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
7-
o
a:
OL7"'*For 4 x 2 orientation, locate
plates 1/8" from outside edge of 0.
0trussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MtTek/Gang-Nail Joint/Plate Placement Chart.
PLATE SIZE
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 JB J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE LOWESTJOINT
FA RTH EST TO TH E LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
4e continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
i at joint locations.
a 4. Unless otherwise noted, locate chord splices
o at /4 panel length(* 6" from adjacent joint,)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 %at time of
fabrication.
BEARING
Indicates location of joints at
which bearings (supports) occur.
WISC/DILHR 870040-N, 930013-N, 910080-N
MiTek®
PANEL
TM
CLIP
FORM018.019 HMRO,AZR0
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and Installation of trusses.
1993 Mitek Holdings, Inc.
ob russ Iruss I ype ty y AKERS—CROSSING PAVILION
13793742
31757 J ROOF TRUSS 11 1
optional)
A A-LONGWOOD, FL, MiTekIndustries, Inc. 4. 1 1 s Aug 20 2 1 Inc. Mon Sep 09 1 :1 age
140 700
1-4-0 7.0-0 3 '
Scale 1:23.4
6.00 FIT
2
1 4
2x4 =
7.0.0
7-0.0
LOADING (psf) SPACING 2-0.0 CSI DEFL in floc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.67 Verl(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.16 Verl(TL) 0.32 1.2 >65
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC ILL Min I/deft = 360 Weight: 24 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3 = 228/Mechanical, 2 = 455/0-8-0, 4 = 66/Mechanical
Max Horz 2 = 269(load case 5)
Max Uplift 3 = -269(load case 5), 2=-184(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=46, 2-3=84
BOT CHORD 2-4=0
NOTES (5-6)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf
bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per
SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to
wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 269 lb uplift at joint 3 and
184 lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED
LOAD CASE(S) Standard
Ir
t . No. 4 5161
0': STATE OF
pso i .,° OAL
September 9,2002
A WARNING - VerW deeign param rtem and READ NOTES ON TMS AND RE VERSE SIDE BZFORE USE.
Design volld tot use only with Mites connectors. This design is based only upon parameters shown, and is tot an Individual building component to be
Installed and loaded vertically. AppBcabMV of design parameters and proper Incotporatlon of component is tesponsibltlty of building deslgnet - not truss
deslgnet. Bracing shown is for Wolof support of Individual web members only. Additional temporary bracing to Insure stability during construction is the
tesponsibillly of the erector. Additional permanent bracing of the overall structure is the responslblilfy of the building designer. For general guidance
tegotding tobtloatlon, quollty control, storage, delvety, election and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIB•91
Handling Installing and Bracing RecommendallonavaBable horn Truss Plate institute, 583 D'Onotrlo Drive. Madison, WI53719. M iTek®
Symbols
PLATE LOCATION AND ORIENTATION
13/4 *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
o
0
For 4 x 2 orientation, locate
plates 1/8" from outside edge of otrussandverticalweb. F
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TOTH E LEFT.
WEBS ARE NUMBERED FROM LEFTTO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
4e continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
MiTeke
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
cc joint and embed fully. Avoid knots and wane
i at joint locations.
a 4. Unless otherwise noted, locate chord splices
o at /4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
TM
PANEL
CLIP
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified,
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised In handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
I.
FORM01 B4O19 NMRO,A/R
Job russ I russ Type ty y AKERS CROSSING PAVILION
13793743
31757 JG ROOF TRUSS 1 1
optional)
A A-LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR11 s Aug 20 2001 MiTek Industries, Inc. Mon Sep 09 1 :51 2002 Page 1 3.
4.8 i 5-10.8 I 7.0-0 3.
4.8 2.6.0 5x6 = 8 Scale
1:22. 2x4II3
4 6.
00 jT2' 2x4 \\
2
1
7
6 8 9 10 5 3x4 =
6x6 - 4x6 = 3.
9-8 I
7-0.0 3-
9-8 3-2-8 Plate
Offsets -2-01,[6:0--0;0-4- LOADING (
psf) SPACING 2.0.0 CSI DEFL in (loc) Udell PLATES GRIP TCLL
30.0 Plates Increase 1.33 TIC 0.29 Vert(LL) 0.04 1-6 >999 M1120 249/190 TCDL
7.0 Lumber Increase 1.33 BC 0.75 Vert(TL) -0.05 1-6 >999 BCLL
0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.01 5 n/a BCDL
10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 431b LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-3 oc purlins, except end verticals. BOT
CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-8-13 oc bracing. WEBS
2 X 4 SYP No.3 REACTIONS (
lb/size) 1 = 1290/0-8-0, 5 = 2066/Mechanical Max
Harz 1 = 210(load case 4) Max
Uplift =-665(load case 4), 5=-1313(1oad case 4) FORCES (lb) - First
Load Case Only TOP CHORD 1-
2=-1976, 2-3=-1909, 3-4=0, 4.5=-36 BOT CHORD 1.
7=1703, 6-7=1703, 6-8=404, 8-9=404, 9-10=404, 5-10=404 WEBS 2-6=-
138, 3.6=2162, 3-5=-1263 NOTES (7-8)
1) This truss
has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead
load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially
enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind.
If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase
is 1.33, and the plate grip increase is 1.33 2) Provide adequate
drainage to prevent water ponding. 3) Refer to
girder(s) for truss to truss connections. 4) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 665 lb uplift at joint 1 and 1313 lb uplift
at joint 5. 5) This truss
has been designed with ANSI/TPI 1-1995 criteria. 6) Special hanger(
s) or connection(s) required to support concentrated load(s) 154.1lb down and 214.91b up at 5-10-8 on top chord, and
870.11b down and 434.8lb up at 2-4-12, 732.1Ib down and 434.8Ib up at 4-4-12, and 254.51b down and 118.41b
up at 5-10-8, and 732.1lb down and 434.81b up at 6-4-12 on bottom chord. Design for unspecified connection(s) is
delegated to the building designer. 7) Truss Engineer:
Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 8) THIS TRUSS
DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S)
Standard 0s1 B3 irJf 1) Regular: Lumber
Increase = 1.33, Plate Increase = 1.33 PI IIF / 4j•. '/i Uniform Loads (plf) '•: (. Vert: 1-3=-74.
0, 3-4=-74.0, 1-5=-20.0 Concentrated Loads IN Vert:
3=-154.1
7=-870.1 8=-732.1 9=-254.510=-732.1 * rio,4J161 t TATE of SQnia:••".
September9,2002
AWARNINO -
VerW design parameters
and READ NOTES ON TRW AND JWYERSE SIDE BZ"RE USE. Design valid for use
only with Mfiek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically.
Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is
for lateral support of Individual web members only. Additional temporary bracing to Insure stablity during construction b the responsibility of the erector.
Addltlonol permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quaUty control,
storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSO.89 Bracing Specification, and NIB-91 Handling Installlna anR d
Bracing Recommendation available fromTrussateInstitute, 593 D'OnoM1lo Drive, Madison, WI53719. M iTek0
Symbols
PLATE LOCATION AND ORIENTATION
1'/. *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
T
o
a:
For 4 x 2 orientation, locate
0
plates 1/8" from outside edge of otrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT
MRek/Gang-Nail Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 at 114 panel length(* 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
40 11 continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
MiTek®
PANTM
EL
CLIP
FORM018.
019 O -wyL ® OfMRO,A11R 6.
Unless expressly noted, this design is not applicable
for use with fire retardant or preservative
treated lumber. 7.
Camber is a non-structural consideration and is
the responsibility of truss fabricator. General practice
is to camber for dead load deflection. 8.
Plate type, size and location dimensions shown
indicate minimum plating requirements. 9.
Lumber shall be of the species and size, and In
all respects, equal to or better than the grade
specified. 10.
Top chords must be sheathed or purlins provided
at spacing shown on design. 11.
Bottom chords require lateral bracing at 10 ft.
spacing, or less, if no ceiling is installed, unless
otherwise noted. 12.
Anchorage and/or load transferring connections
to trusses are the responsibility of others
unless shown. 13.
Do not overload roof or floor trusses with stacks
of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional engineer.
15.
Care should be exercised in handling, erection
and installation of trusses. 1993
Mitek Holdings, Inc. ,
ob russ Iruss lype ty y AKERS CROSSING PAVILION
13793744
31757 K ROOF TRUSS 10 1
to tionall
M1 e Industries,Inc. 4. s Aug 1 1 ek I,ustries, nc. on Sep 113-5 1 age
1-4.0 5-0.0
1.4.0 5-0.0 3 Scale 1:18.1
6.00 jT2-
30
t 4
x4 -
5-0.0
5-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.32 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) 0.10 1-2 >204
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 18 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) 3 = 146/Mechanical, 2=369/0-8-0, 4 = 46/Mechanical
Max Horz 2 = 197(Ioad case 5)
Max Uplift3=-187(load case 5), 2=-176(load case 4)
FORCES Ilb) - First Load Case Only
TOP CHORD 1-2=46, 2-3=54
BOT CHORD 2.4=0
NOTES (5-6)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf
bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per
SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to
wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 3 and
176 lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PE1145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED
LOAD CASE(S) Standard
iv- 13
tt
Pro. 4.5161 ,t
O STATE OF
ass/ •rORI ,,.re00
oNAL
September 9,2002
AWAWNO - V*Wy design parameters and READ NOTES ONTB7S AND REVERW SIDE BEFORE USE.
Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for on Individual building component to be
Installed and loaded verticolty. ApplIcabBBy of design parameters and proper Incorporation of component is responslbiity of building designet - not truss
designer. Bracing shown is far lotetat support of individual web members only. Additional temporary Wading to Insure stability during construction is the
responsibility of the eieclot. Additional permanent brbcing of the ovetall structure is the tesponslblilty of the building designet. For general guidance
regarding tabrkatlon, qugBty control. storage, de"ry, election and Woctng, consult OST-68 Quality Standard, DSB-89 Bracing Specification, and HIB-91
Handling Installlna and Bracing Recommendation avaBm abietroTrussPlate Institute, 583 D'Onohlo Drlve, Madison, WI5371 V. M iTek®
Symbols
PLATE LOCATION AND ORIENTATION
1 % * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
T
o
Q
For 4 x 2 orientation, locate
0
0
plates 1/8" from outside edge of otrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MITek/Gang-Nall Joint/Plate Placement Chart.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
400 continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
Uip Mi!
MiTek®
FORM018.019
A&L-.®
MYDRO,A/R
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
joint and embed fully. Avoid knots and wane
i at joint locations.
a 4. Unless otherwise noted, locate chord splices
o at /4 panel length(* 6"from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
TM
PANEL
CLIP
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to comber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. lumber shall be of the species and size, and
In all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, ff no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stocks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and Installation of trusses.
1993 Mitek Holdings, Inc. ,
r-
Job russ I russ I ype ty y AKERS CROSSING PAVILION
13793745
31757 L ROOF TRUSS 10 1
optional)
A N-LONGWOOD, FL, MiTekIndustries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Mon Sep 09 1 :1 age 1
1-4-0 3-0-0
1.4.0 3.0-0 3 Scale 1:12.6
6.00 FiT
2
4
1
2x4 =
3.0-0
3-0.0
LOADING (psf) SPACING 2-0-0 CST DEFL in floc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.18 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.04 1-2 > 527
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 12 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins.
SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) 3 = 54/Mechanical, 2 = 293/0-8-0, 4 = 26/Mechanical
Max Horz 2 = 1 25(load case 5)
Max Uplift 3 = - 1 03(load case 5), 2=•179(load case 4)
FORCES Ilb) - First Load Case Only
TOP CHORD 1-2=46, 2-3=-70
BOT CHORD 2-4=0
NOTES (5-6)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 IT above ground level, using 5.0 psf top chord dead load and 5.0 psf
bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per
SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to
wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 3 and
179 lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PE#45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED
LOAD CASE(S) Standard
i B`+rtr%
No. 4 5161
s 0'; STATE OF
fiss`o roe
OVAL
September 9,2002
A WARNING - VerM design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. 0
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an individual building component to be
Installed and looded vertically. ApplIcabARy of design parameters and proper Incorporation of component is responslblBty of building designer - not truss
designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the
responsibility of the erector. Additional permanent btacing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery. erection and bracing, consult OST-BB Qualify Standard, OSS-89 Bracing Specification, and HIB-91
Handlina Installlnq and Bracing Recommendation ovallable from Truss Plate Institute, 593 D'Onotrb Drive, Madison, WI53719. M iTek®
Symbols
PLATE LOCATION AND ORIENTATION
1 3/. * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
T
0
Q
0
For 4 x 2 orientation, locate
plates 1/8" from outside edge of otrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT
MITek/Gang-Nail Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
MiTek®
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
Q joint and embed fully. Avoid knots and wane
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
0 at 1/4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19 % at time of
fabrication.
IIIIIIIII
PANEL
TM
CLIP
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
In all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
FORM018.019 GANG-NAJL ® MMRO.AIR
o russ truss lype ty y AKERS CROSSING PAVILION
13793746
31757 M ROOF TRUSS 10 1
optional)
A A-LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Ind -tries, Inc. Mon Sep 09 1 4 age 1
1-4.0 1.0.0
1.4.0 1.0.0
3 Scale 1:7.5
6.00 jT2-
2
4
1
2x4 =
1.0.0
1-0.0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.00 Veft(TL) 0.02 1-2 >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 6 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3 = -52/Mechanical, 2 = 238/0-8-0, 4 = 9/Mechanical
Max Horz 2 = 77(load case 4)
Max Uplift3 = -52(load case 1), 2=-203(load case 4)
Max Grav 3 = 73(load case 4), 2 = 238(load case 1), 4 = 9(load case 1)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=45, 2-3=-60
BOT CHORD 2-4=0
NOTES (5-6)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,
condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 3 and 203
lb uplift at joint 2.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED
LOAD CASE(S) Standard
XD E B Q/r_
No. 4 5161
O =. MATE OF izt
ORI'o
ANAL 1G_
September 9,2002
A WARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SmE BEFORE USE.
Design valid rot use onty with Mifek connectors. This design Is based only upon parameters shown, and Is for on individual building component to be
Installed and loaded vertically. AppBcobMy of design parameters and proper Incorporation of component Is tesponslIAMy of building designer - not truss
designer. Bracing shown Is fa lateral support of Individual web members only. Additional temporary brachg to Insure stabBlty during construction Is the
iesponslbillty of the erector. Additional permanent brbcing of the overall structure Is the iesponslblilty of the building designer. For general guidance
regarding fabrication, quality control. storage, delivery, erection and bracing, consult OST-88 Ouallty Standard, OSB-89 Bracing Specification, and HIB-91
Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 593 D'Onotrio Drive, Madison, WI53719. M iTek®
Symbols
PLATE LOCATION AND ORIENTATION
1 /. * Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
A„
0
a: a"'*For
0
4 x 2 orientation, locate L)
plates 1/8" from outside edge of otrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
MITek/Gang-Nall Joint/Plate Placement Chart.
FARTHEST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
00", continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
Mi!
MiTek®
uw
AGeneral Safety Notes
T,
Failure to Follow Could Cause Property
Damage or Personal Injury
1, Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
Q joint and embed fully. Avoid knots and wane
0 at joint locations.
as 4. Unless otherwise noted, locate chord splices
o at'/4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
PANEL
TM
CLIP
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber,
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements,
9. Lumber shall be of the species and size, and
in all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design,
11. Boftom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling Is installed,
unless otherwise noted,
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown,
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer,
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
FORM018,019 i'irivRO AIR ®
o russ Iruss lype ty y BAKERS ROSING PAVILII
13793747
31757 S ROOF TRUSS 4 1
optional)
A A-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 R1 s Aug 20 2001 MiTek Industries, Inc. Mon Sep 09 1 :4 age 1
1-10-10 5-2-5 } 9-10-131
1-10-10 5-2-5 4.8.7 4
Scale 1:23.
4.24 Ffr 3x4
3
2
13
1 7 6 5
3x4 = 2x4 II 3x4 -
5-2-5 9.10.13
5-2-5 4.9.7
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.05 6-7 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) 0.09 1-2 >298
BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.01 5 n/a
BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 42 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 4 = 314/Mechanical, 2 = 557/0-1 1-5, 5 =417/Mechanical
Max Horz 2=342(load case 2)
Max Uplift4 = -326(load case 5), 2=-273(load case 2), 5=•173(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD 1-8=40, 2.8=40, 2.3=-908, 3-4=77
BOT CHORD 2-7=826, 6-7=826, 5-6=0
WEBS 3-7=154, 3-6=-900
NOTES (5-6)
1) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,
condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 4, 273 lb
uplift at joint 2 and 173 lb uplift at joint 5.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED
LOAD CASE(S) Standard
1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33
Uniform Loads (pit)
Vert: 1.8 =-74.0
Trapezoidal Loads (plf) iE B
V
Vert: 8=-0.0-to-4=-183.1, 2=-1.7-to-5=-49.5
No. 4.5161 ,k
STATE OF
s
ORtoa'/
OVAL
September 9,2002
A WAWNO - Ver{ fy desfyn pasasnetorsl and READ NOTES ON TIUS AND REVERSE SIDE BEFORE USE.
Design valid tot use only with MRek connectors. This design is based only upon parameters shown, and is tot on Individual building component to be
Installed and loaded vellloalty. AppUcabillty of design parameters and propel Incorpotatlon of component is responsibility of building designer - not truss
deslgnet. Bracing shown is tot latetal support of Individual web members only. Additional temporaty bracing to Insure stability during consttuctlon is the
tesponsiblllty of the etectot. Additional permanent brbcing of the ovetaB structure is the responsbiity of the building designer. For general guidance
tegatding fabrication, quality control, storage, de0very, etection and bracing, consult QST-Ell Quality Standard, DSB-E9 Bracing Specification, and NIB-91
Handling Installlna and Bracing Recommendation available Itom Truss Plate Institute, 583 D'Onofilo Drive, Madison, WI 53719. M iTek®
Symbols
PLATE LOCATION AND ORIENTATION
Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
A„ ,A..
T .
For 4 x 2 orientation, locate
0
L)
plates I/e" from outside edge of otrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MRek/Gang-Nall Joint/Plate Placement Chart.
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 JB J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING ATTHE LOWESTJOINT
FARTH EST TO THE LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
PLATE SIZE
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
oeol' continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
WISC/DILHR 870040-N, 930013-N, 910080-N
BEARING
Indicates location of joints at
which bearings (supports) occur.
MiTeke
FORM016,019
A&a.@
fMRO,A/R
AGeneral Safety Notes
r
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
Q joint and embed fully. Avoid knots and wane
i at joint locations.
a 4. Unless otherwise noted, locate chord splices
o at r/4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
TM
PANEL
CLIP
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
In all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised In handling,
erection and Installation of trusses.
1993 Mitek Holdings, Inc.
oI russ truss Type ty y AKERS CROSSING PA ILION
r 13793748
1757 S1 ROOF TRUSS 1 1
optional)
ACDOD, FL, MiTekIndustries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Mon Sep 09 1 age
1.10.10 4-4-13 8-3-11
1.10-10 4.4-13 3-10-15 4
Scale 1:20.2
4.24 FTY 3x4 a
3
2
LJ
1 7 6 5
2x4 II 3x4 -
2x4 -
4.4-13 8-3-1 1
4-4.13 3-10- 15
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LU 0.02 6-7 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.26 Vert(TL) 0.13 1-2 >204
BCLL 0.0 Rep Stress Incr NO WB 0.17 Hofz(TU 0.01 5 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC ILL Min I/defl = 360 Weight: 36 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS Ub/size) 4 = 228/Mechanical, 2=446/0-1 1-5. 5 = 275/Mechanical
Max Horz 2 = 247(load case 2)
Max Uplift 4 = -229(load case 5), 2=-235(load case 2), 5=-108(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD 1-8=40, 2-8=40, 2-3=-600, 3-4=57
BOT CHORD 2-7 = 529, 6-7 = 529, 5.6 = 0
WEBS 3.7=128, 3-6=-581
NOTES (5-6)
11 This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf
top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,
condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not
exposed to wind. If cantilevers exist, they are exposed to wind. It porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) Refer to girders) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 4, 235 lb
uplift at joint 2 and 108 lb uplift at joint 5.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.
6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED
LOAD CASE(S) Standard
1) Regular: Lumber Increase= 1.33, Plate Increase= 1.33
Uniform Loads (plf)
Vert: 1-8 = -74.0
Trapezoidal Loads (pit)
F- B+V
Vert: 8=•0.0-to-4=-153.7, 2=-1.7-to-5=-41.5
t : No. 4 5161
ihSTATEOF
September 9,2002
A WARNTNO - Ver{ jy design parameters and READ NOTES ONTBW AND REVERSE SIDE BEFORE USE.
Design valid for use only with Mifek connectors. This design is based only upon parameters shown, and is for on Individual building component to be
Installed and loaded vertically; Applicability of design parameters and proper Incorporation of component is tesponslbillly of building designer - not truss
designer. Bracing shown is for lateral support of Individual web members only. Add"lonal temporary bracing to Insure stability during construction is the
responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-66 OualMy Standard, DSB-69 Bracing Spoclficatlon, and NIB-91
Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohio Drive. Madison, WI53719. M iTek®
F
Symbols
PLATE LOCATION AND ORIENTATION
1'/4 *Center plate on joint unless
dimensions indicate otherwise.
Dimensions are in inches. Apply
plates to both sides of truss and
securely seat.
A„
0
Q
0
For 4 x 2 orientation, locate X
plates 1 /8" from outside edge of otrussandverticalweb.
This symbol indicates the
required direction of slots in
connector plates.
For tabular plating format refer to the
MIRek/Gang-Nall Joint/Plate Placement Chart.
PLATE SIZE
Numbering System
J2 J3 J4
TOP CHORDS
BOTTOM CHORDS
J1 J8 J7 J6
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
FA RTH EST TO TH E LEFT.
WEBS ARE NUMBERED FROM LEFT TO RIGHT.
The first dimension is the width CONNECTOR PLATE CODE APPROVALS
4 X 4 perpendicular to slots. second
dimension is the length parallel
to slots. BOCA 86-93, 85-75, 91-28
LATERAL BRACING HUD/FHA TCB 17.08
Indicates location of required
continuous lateral bracing. ICBO 1591, 1329, 4922
SBCCI 87206, 86217, 9190
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Provide copies of this truss design to the
building designer, erection supervisor, property
owner and all other interested parties..
2. Cut members to bear tightly against each
other.
3. Place plates on each face of truss at each
aa: joint and embed fully. Avoid knots and wane
0 at joint locations.
a 4. Unless otherwise noted, locate chord splices
o at 1/4 panel length(+ 6" from adjacent joint.)
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19%at time of
fabrication.
BEARING
Indicates location of joints at
which bearings (supports) occur.
WISC/DILHR 870040-N, 930013-N, 910080-N
WWI
PANEL
TM
CLIP
FORM018.019 HMRO,AIR
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
7. Camber is a non-structural consideration and
is the responsibility of truss fabricator. General
practice is to camber for dead load deflection.
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
9. Lumber shall be of the species and size, and
In all respects, equal to or better than the
grade specified.
10. Top chords must be sheathed or purlins
provided at spacing shown on design.
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
12. Anchorage and/or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
15. Care should be exercised in handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc.
QU.ALITY FIRST
MID—.
FLORIDA
POOLS.
714 Franklin Lane, Orlando, Florida 32801
Limited Power of Attorney
Building Department,
0 "q;f-
I gCarlE. Ha erstrom, do hereby authorize '/':9 Lr/
To sign his/her name on my behalf in order to apply for and obtain a building
permit for the following job:
Lot Number
Subdivision Z
Address
Please contact this office with any questions regarding this.
STATE OF FLORIDA AC# 0 5 18 12 7
ADD EpARTMENT OF BUSINESS AND
PROFESSIONAL. REGULATION
CPCO23578 08/07/02 200028685
CERTIFIED POOL/SPA CONTRACTOR
HAGERSTROM, CARL EDWARD:
MID-FLORIDA POOLS';;&; REPAIR CO
Sincerely,
Carl E. Hagerstrom
CPC 023578
Notary:
P1U;;fy t'Uir;1C,'V1111P 0f I-Illlfu" (Print. Type. or Stam Commissioned Narn, w Notary Public)
j;'/ (piflfi':. .(}. 5")f• 1, ao'i Personally Known uR Proaucea loentificatlon
JV
SEP-19-2002 02:27 AM
39
hma Two ' *AMU
C/V
y.
P. 01
FoyK
OF SAMRD PBRMff APPLICATION
rll m c3/1 RIO
vb ;4ovt-v_- Jyk p Aaav -1
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AdiM" bftnwmdm Mw 0"&M & MwMMM ftnnft
El lad __AA&*W#Mm9ft _10MV 91' MWWM _Twommy ftW _Nm A10 &=I= (0 If #AM
l4tiads et sw Aaft NOW colm mm cheat no A646111111"
Ncem of W*w a saw" Midap Lbtc:k_ Numomof an L&ML—
r
OWV*Uww TOOK --?Ad&Zdd
Type of cmwhucftm ew MW 74*r._ Number of Vwdft gaft
75" W. q 7n 11 _156, --% 6 r-00 MO n (Attach Pmrorowm0p& Lmsd Vn=Wm)
e_
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muo ctratbadmownd)- Pax
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Q\ 5 0 1 P1--,Rj 161,G" Tr .}r")) ftxNo.: V
Appllatlm
b hereby arodb to obtain a to tht#+wrk and tesdlbdwu as indieoraQ [outlfy that ao want or s:oCtlltalas btu pjwjcQcWmmarspmdWMeat
dwo&wiUbs peolkrmed to meet madarib of all Immw&ft ammucdon Le " I
wimaw om - — pwwA mo bo nwid 1w ELECTRICAL WORK MIUMMM SIGM WMAX rplow"m =M= led AM COMMONM, we. 9 AMWAVIT.
I ccr* dM fe ceftlbrapioj uftuwUm issomm md that ail work will be ftm is 0wMh WARNING TO
OWNER: YOUR FAILURE TO RWM A KfQM OF 00MMMMMff MAY
RESULT IN YQM PAYING TWICE F10KMM0VEb4WM TO YOUR MOMW. VVM WrM YOUR
LEMER OR AN A77ORNEY BERM MCMMMMM 1071c8 or
O- - - — b sdditlas
wee. . l ctd6pmwAdmm=wbvsdMvtkwW.wappkabk a06 powrydoMWbehindiBdopUk
mmob Ab Sid OAM oar bg addldoaaimmmu -q-rud ft— Ww w— m"m sob as water W gym. do
oww offt p
of of I.iw Low. FS 713. 11). V,-. c- . 'I (
A Fq E 1. ILI - Yam.' 7 7777 7'__JO
VNM. JOHN—
SON - 4 CC?" bosH7
C'(,VM;S' TON CC 921808 flarch 23. 'CC4 March
23,2004 d"IN, Ell— OmXmlary
Services Kwpni w
Wb or
m/Apg b pt; Ihodaoed ID PAR fw=
m 31
CITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
PHONE # 407-302-1091 * FAX #: 407-330-5677
DATE: PERMIT #: o J J
BUSINESS NAMEPROJECT:
l
ADDRESS: C d -
PHONE NO.:(D " -yla lii FAX NO: o-7) a - y6ti
CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEWF. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PE MIT [ ]
TENT PERMIT ] TANK PERMIT [ ] OTHER [,g tJ C.o
TOTAL FEES: $ (
i) o (PER UNIT SEE BELOW)
COMMENTS: ,-- U.' —4-- # o 'j-
Address / BldQ. # / Unit # Square Footage
1.
2.
3.
4.
5.
6.
7.
8.
0.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
Fees per Bldg. / Unit
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407-
330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that I
will comply with all
ppl77,
s and ordin es
of the City of Sa o
Sanford Fire Prevent Division Appl ant's Signature
CITY OF`SANFORD ELECryTRIGAU-PERMIT APPLIC s
Permit Number. -31P Date:
The undersigned hereby applies for a permit to install the following electri 1:
Owners Name:
Address of Job: --` y -
Electrical Contractor:
Residential: Non-Residential:y '
Number Amount
Addition, Alteration, Repair (Residential & Non -Residential)
New Residential:
AMP Service
New Commercial:
AMP Service
Change of Service:
From AMP Service to AMP Service
Manufactured Building
Other. /t-//t e w
r4- rio- A,:4 Description
of Work: Application
Fee: $10.00 TOTAL
DUE: By
Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. 1-
0-1. ^ Applic
an ' State
License Number
COUHTY UF SFMINOL[
IMPACT FEE STATEMENT
STATEMENT NUMBER: 02100007
BUILDING APPLICATION #: 02-10000785
xDLDING PERMIT NUMBER: 02-10000785
UNIT ADDRESS: 241 CLYDESDALE CIR.
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: PNG: SUF:
SUBDIVISION:
PLAT BOOK: PLAT BOOK PAGE:
OWNER NAME:
APPLICANT NAME: CAPRI HOMES CORP.
ADDRESS: 735 N. THORNTON AVE. ORLANDO
LAND USE: CLUB HOUSE FOR SFR
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
DATE: October 11, 2002
18-20-31-505-0F0O-0000
PARCFL:
TRACT:
BLOCK: LOT:
FL 32803
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS -ARTERIALS
Racquet Clubs
ROADS -COLLECTORS
Racquet Clubs
FIR[ RFSCUE
LIBRARY
SCHOOi.S
PARKS
LAW EHFORCE
CO -WIDE ORD
NORTH^ ' ORD
N/A
N/A
N A
H/A
H/#
1,240.00
251.00
1.773 100Onsft
1.773 100Dnsft
2,198.52
445.02
0O
DRAIHAGE N/A
M8UNT,DUE 2,643.54
STATEMENT
RECEIVED BY: _SIGNATURE:
PLEASE PRINT NAME)
DATE:
NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ***
2-FINANCE 4-LAND MANAGEMENT
RSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD FIRE/RESCUE LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED,
FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIST STREET,
SANFORD FL, 32771; 407-665-7356.
11
PAYMENT SHOULD BE MADE TO:, SEMINOLE COUNTY OR CITY OF SANFORD
8UILDI1,16 DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE .OP LEFT OF THIS STATEMENT..
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT***
ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE
DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356-
Licensing Portal - Licensee Details Page 1 of 1
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Rank:
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Status:
Licensure Date:
Expires:
PRIETO, MARIO (Primary Name)
CAPRI BUILDERS (Alternate Name)
735 N THORNTON AVE
ORLANDO, Florida 32803
Certified Residential Contractor
Cert Residental
CRCO20130
Current, Active
07/01/1981
08/31/2004
View Related License Information
View License Complaint
LTerm Glossary
WOnline Help
01:36:14 PI
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Terms of Use I I Privacy Statement I
https://www.myfloridalicense.comllicensing/w113.jspjsessionid=FELLA DDKGKHGkKj9f- 10/8/2002
CITY OF SANFORD PLUMBING PERMIT APPLICATION
Permit Number: (3"3r-(-( Date: ] OZ
The undersigned hereby applies for a permit to install the following plumbing:
Owners Name: W-e 1 -&-e 9 I a.n4&i) Dn
Address of Job: Z 'I l 1 es . Q c \ (d e
Plumbing Contractor: Ct IyYYI LUt a, Residential:
Non -Residential: Number
Amount Addition,
Alteration, Repair (Residential & Non -Residential) New
Residential: One
Water Closet Additional
Water Closet Commercial:
Minimum Permit Fee $25.00 Fixtures,
Floor Drain, Trap Sewer
Piping Water
Piping Gas
Piping Manufactured
Building ii
scription W
12n.G' Application
Fee: 10.00 TOTAL
DUE: By
Signing this application I am stating that I am in compliance with City of Sanford Plumbing Code. C(-
c:()5q,5 4 S Slate
License Number
LIMITED POWER OF ATTORNEY
DATE
I HEREBY NAME AND APPOINT
OF Nt291/ t61n-eS, TO BE MY LAWFUL ATTORNEY
IN FACT TO ACT FORME AND APPLY TO ( I G/"1 FOR
A ! Uln U PERMIT FOR WORK TO BE PERFORMED
AT A LOCATION DESCRIBED AS: SECTION TOWNSHIP
RANGE LOT BLOCK SUBDIVISION
address of job)
W e5-110i e -plon-fa1ic>2 7 N /hor, rn A rem 01efonalo,
owner of property and address) /_ z—
AND TO SIGN MY NAME AND DO ALL THINGS NECESSARY TO THIS
APPOINTMENT.
type or print name of Certified Contractor, License #)
Signature of Certified Contractor
ACKNOWLEDGED: a Qio rVRielD
SWORN TO AND SUBSCRIBED BEFORE ME THIS
r
DAY OF aM- 64,z A.D 200k
NOTARY PUBLIC ,STATE OF FLORIDA
Yudit Gil
SEAL) „ MYCOMMISSIONB CCOISM6 EXPIRES
March 17, 2003
f,•"'4 BONDEDTHRUTROYFAIN INSURANCE INC rozk
MY COMMISSION EXPIRES: 311q/03
Division of Corporations Pagel of 2
Florida Limited Liability
WESTLAKE PLANTATION, LC
PRINCIPAL ADDRESS
1399 WEST SR 434
LONGWOOD FL 32750
Changed 10/23/2001
MAILING ADDRESS
1399 WEST SR 434
LONGWOOD FL 32750
Changed 10/23/2001
Document Number FEI Number
L99000009352 593653396
State Status
FL ACTIVE
Last Event Event Date Filed
AMENDMENT 08/13/2002
Total Contribution
0.00
r%-UV151.UIUU 1-1VGII1,
Name & Address
WALKER, BERRY J JR,ESQ
WALKER AND ASSOCIATES, ATTORNEYS, PA
235 MAITLAND AVENUE SOUTH, SUITE 216
MAITLAND FL 32751
Date Filed
12/29/1999
Effective Date
NONE
Event Effective Date
NONE
Manager/Member Detail
Name & Address Title
SIKES, FERNANDO
3339 STONEWOOD COURT MGR
ORLANDO FL 32806
http://www.sunbiz.org/scripts/cordet.exe?al=DETFIL&n 1=L99000009352&n2=NAMFW... 10/29/2002
Division of Corporations Page 2 of 2
PRIETO, MARIO
735 NORTH THORNTON AVE. II MGR
ORLANDOFL
Annual Reports
Re ort Year Filed Date Intan ible Tax
2000 1 09/12/2000
2001 10/03/2001
2002 05/13/2002
Previous Filing Return to List Next, Filing
View Events
No Name History Information
Document Images
Listed below are the images available for this filing.
08/13/2002 -- Amendment
05/13/2002 -- COR - ANN REWUNIFORM BUS REP
10/03/2001 -- ANN REWUNIFORM BUS REP
09/12/2000 -- ANN REWUNIFORM BUS REP
12/29/1999 -- Florida Limited Liabilites
THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT
http://www.sunbiz.org/scripts/cordet.exe?a 1=DETFIL&n 1=L99000009352&n2=NAMFA... 10/29/2002
This Ist a Prepared By
Name : ._ rrvxu
Add r ss 7
Permit #
NOTICE OF COMMENCEMENT
For Clerk's Use Only
Tax Folio #
THE UNDERSIGNED hereby gives notice that improvements will be made to certain
real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
1. Legal description of property and street address if available
2. General description of improvementNQW CfUbhOUS-
3. Owner information: we,./a kc 1
a. Name and address: - l 0-1 At' oiel4r) o r-L
b. Interest in property:
c. Name and address of fee simple titleholder (if other than owner)
4.0ontractor name and address: P- " HO n'Le S CM
S . Surety: N/A
O ar o oi L-
a. Name and address:
CER(IFIED COPY
b. Amount of bond S MARYANNE
CLERK OF OIROUIT COM
6. Lender name and address: ICE, COUN UK
7
E]
Persons within the State of Florida designated by-"nev,
notices or other documents may be serves as provided in
713.13(1) (a)7., Florida Statutes: Name and address: _
In addition to himself, Owner designates
of
copy of the•Lienor's Notice as provided in Section
Florida Statutes.
S ebClo r2 2002
to receive a
713.13.(1)(b),
9. Expiration date of notice of commencement (the expiration date is 1 year
from the date of recording unless a different date is satisfied.
P _ 0r1d / / /eka Signature
of Owner Own is Printed Name Owner'
s Address Date Or
Condo FL 3,3903 City
State Zip Code The
foregoing instrument was acknowledged before me this day of 99
by PMO/D 00k/ETD who is 0200
z personally
known to me or who has produced IN III Vol wewto N 101N IAgl1In1 as
identification. NARYWM
WWv CLERK OF CIRCUIT Cal1RT 901I0E
COLIM NotaryMegnature
BK 04573 PG f640 CLERK'
S 0 2002964937 REC11RM
10/P9/m 10831,11 AN Notary
Printed Name RECWINS FEES 6.00 My
Commission Expires: f 10""t, YudhGil BY J Ecktaroth r
MY COMMISSION # CC818366 EXPIRES March
17, 2003 BONGED
DwTROYFAWINSURANCE WC B:
NOTCOM95
ti r ,, t • t i. i, o Z`K5
CITY OF'SANFOk'RD LECTRICALrPttlM1T-4aPP -IC
Permit Number: 0.3 — Date:
The undersigned hereby applies for a permit to install.the following electrical:
Owner's Name: /;?zy Qm
Address of Job:
t'/ GL xe Cl /2 Electrical
Contractor: /-G, GY/i Residential:
Non -Residential: Number
Amount Addition,
Alteration, Repair Residential & Non -Residential) New
Residential: AMP
Service New
Commercial: S"
Q AMP Service Change
of Service: From
AMP Service to AMP Service Manufactured
Building Other.
Description
of Work: 44
i
0 ti Application
Fee: 10.00 TOTAL
DUE: By
Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant'
ignature State
License Number
4
a .
DEVELOPMENT FEE WORKSHEET
CITY OF SANFORD
UTILITY - ADMIN.
P. O. BOX 1788
SANFORD, FL 32772-1788
Project Name: (3/L/z S C PoSS; yG CCu6 /fouS;
Date: 5//5/62
Owner/Contact Person: Phone:
Address: CLvd S 4,9L C PCCE
Type of Development:
1) RESIDENTIAL
Type of Units (single family
or multi -family):
Total Number of Units:
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/4",
1", 2", etc.):
REMARKS:
NON-RESIDENTIAL
Type of Uriits,(commercial,
industrial, etc.):
Total Number of Buildings:
Number of Fixture Units
each building):
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
water Meter Size (3/4"
1", 2", etc.)
a
REMARKS.:.
CONNECTION FEE CALCULATION:
C 0-'^7
l S F, U.
NQ,
s fwLl 117P<> 46L 7 a
Z :?
07;9 L13 So
Name - Signature Date.
REVISED
1) Water System Impact Fees
Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPD)
Residential -
650/Unit Single:'family structure,'or multi -family unit
487.50/Unit containing three (3) bedrooms or more. Multi -'family unit or Mobile Home unit containinglessthanthree (3) bedrooms. (This category isbasedonjudgement/assumption, estimation that
such family units on average require 751 - 225 GPDofthewaterandsewerserviceofanaverage
single family unit.)
Commercial -
650/ERU - Fixture unit schedule from Southern Plumbing Codewillbeused. One ERU will be charged for
connection and up to twenty (2) fixture units.
For projects having more than twenty (20) fixture
units the Impact Fee will be determined byincrementsof251basedonmultiplesoffive (5) fixture units above the twenty (20) fixture unitbaseforthefirstERU. (Example: twenty-five25) fixture units will :be rated as 1.25 eru;
twenty-six (26) fixture units will be rated as 1.5 • ERU.)
f. 1
2) Sewer System Impact Fees -;
Equivalent Residential Connections 270 Gallons Per Day (GPD)
Residential -
1700 Unit - Single family structure, or multi -family unitcontainingthree (3).bedrooms or more. 1275/Unit - Multi -family unit or Mobile Home unit containinglessthanthree (3) bedrooms. '(This category isbasedonjudgement/assumption/estimation that suchfamilyunitsonaveragerequire751ofwaterand
sewer service of an average single family unit.)
Commercial - Industrial - Institutional1700/ERU - Fixture unit schedule from Southern Plumbing Codewillbeused. One ERU will be charged for
connection and up to twenty (20) fixture units.
For projects having more than twenty (20) fixtureunitstheImpactFeewillbeincrementsof251basedonmultiplesoffive (5) fixture units abovethetwenty (20) fixture unit base for the firstERU. (Example: twenty-five (25) fixture units
will be rated as 1.25 ERU; twenty-six (26) fixtureunitswillberatedas1.5 ERU.)
TABLE 709.1
DRAINAGF FtYTunF timmc rnn rrrrrtn-...,.
FIXTURE TYPE
Automatic clothes washers, commercial'
Automatic clothes washers, residential
Bathroom group consisting of water closet, lavatory, bidet andbathtuborshower
Bathtub (with or without overhead shower or whirlpool
attachments)
Bidet
DRAINAGE FIXTURE UNrr VALUE
AS LOAD FACTORS
3
6
2
2
MINIMUM SIZE OF TRAP (Inches)
2
1 1 /
42Combinationsinkandtray
1 /2Dentallavatory .
Dental unit or cuspidor 1
1
1 /
1 /4Dishwashingmachinecdomestic21 /2/
2
Drinking fountain
Emergency floor drain
X
U
1 /a
2Floor.drains
2 2Kitchensink, domestic 2 1 /2Kitchensink, domestic w77— ith food waste grinder and/or dishwasher 2 1 /2Laundrytray (I or 2 compartments) 2 1 /2Lavatory
Shower compartment, domestic I k 1 _
2
2 1 /4
2Sink
2 1 /2Urinal
Urinal, 1 gallon per flush or less
Wash sink (circular or multiple) each set of faucets
4 ` (
2e
2
Footnote d
Footnote d
1 /2Watercloset, flushometer tank, public or private 4 Footnote dWatercloset, private installation 44 Footnote dWatercloset, public installation
For Si: 1 inrh = 9i d .,.... t ...n.... _ -soe .
Footnote d
For traps larger than 3 inches, use Table 709.2.
b A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixture unit value.
e See Sections 709.2 through 709.4 for methods ofcomputing unit value of fixtures not listed in Table 709.1 or for rating of devices with intermittent flows. d Trap size shall be consistent with the fixture outlet size.
For the purpose ofcomputing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fixture unit unless the lower valuesareconfirmedbytesting.
DRAINAGE FIXTURE UNTABLE 709.i
ITS FOR FIXTURE DRAINS OR TRAPS
FIXTURE DRAIN OR TRAP SIZE
inches) DRAINAGE FIXTURE UNIT VALUE
11/4 )
11/2 2
2 3t
217
1i 3 Sr • •'^> `
4-
For SI: 1 inch = 25.4 mm ems .r k .Standard Plumbing Code®1997 !+
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
O.M.B. No. 3067-0077
Expires July 31, 2002
Important: Read the instructions on 1 -7.
SECTION A - PROPERTY OWNER INFORMATION For•Insurance'Coh4my Use:
BUILDING OWNER'S NAME Policy Number.
t ILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.
1 y1/05- 0/ i' 49F.5VP4C49_ C /,eccF
CITY STATE ur S.Uut
5.4AJ97oe_0 LoA--IV4 jZ77.3
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
R'IC7 _ .6?4 ZS C,12,SS 7 PX/ ,Z'
BUILDING USE (e.g.. Residential, Non-residential, Addition, Accessory, etc. Use Comments section d necessary.)
LATITUDE/LONGITUDE (OPTIONAL)
LJ NHA1927
DATUM:
gam
SOURCE: u USGS Quad Map U Other.
Company NAIC'Nurnber
SECTION B - FLOOD INSURANCE RATE MAP (MKm) INrUKmral ion
B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER 62 COUNTY NAME B3. STATE
n4 Moc.6' CocJM'i %'? I SEr '*/J0c.F
B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL 88. FLOOD B9. BASE FLOOD ELEVATI(
NUMBER _ DATE EFFECTfVE/REVISED DATE ZONE(S) (Zone AO, use depth of floor
Z C C2o'AS- i /7 S' '/ // aS_ A I Z 7
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
FIS Profile " FIRM "Community Determined );?g Other (Describe): Ga 14 R' F - ,)jgeeO > C9C-
611. Indicate the elevation datum used for the BFE in B9: L,)ANGVD 1929 LJ NAVD 1988 LJ Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? LJ Yes 14N( Designation
Date: SECTION
C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1.
Building elevations are based on: "Construction Drawings' LJBuilding Under Construction' "Finished Constntctie A
new Elevation Certificate will be required when construction of the building is complete. C2.
Building Diagram Number / (Select the building diagram most similar to the building for which this certificate is being completed 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-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO CompleteItemsC3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different fr thedatumusedfortheBFEinSectionB, convert the datum to that used for the BFE. Show field measurements and datum conversi calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum convt Datum
X)CJD 07_9 Conversion/Comments ,o..?E Elevation
reference mark used C-i`'T i Pl • Does the elevation reference mark used appear on the F M (_I Yes k a)
Top of bottom floor (including basement or endosure) Z 9 ft•(m) d O
b) Top of next higher floor n!<% rum= _ ft.(m) 10 c)
Bottom of lowest horizontal structural member (V zones only) N d^' F _ ft•(m) c o d)
Attached garage (top of slab) N— _ ft.(m) W e)
Lowest elevation of machinery and/or equipment m m lfi Za9ft.(m) servicing
the building E f)
Lowest adjacent grade (LAG) Z 8 . ft•(m) z 2
e Z ft (m) g) Highest adjacent grade (HAG) h)
No. of permanent openings (flood vents) within 1 ft. above adjacent grade 7
Total area of all permanent openings (flood vents) in C3h O 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 ce/hficate represents my best efforts to interpret the data available. Iunderstandthatanyfalsestatementmaybepunishablebytineorimprisonmentunder18U. S. Code, Section 1001. CERTIFIER'
S 04(:7/ NAMELICENSE
NUMBER j,
4viies 12 -"/s4 N o>J J 2GS TITLE
COMPANY NAME STATE
ZIP COOc ADDRESS
CITY J/
S -r4 Z7" v .
S e. - S "i7 1i '3 CTiQn dNTE S .3 E
OaaTE 7
77 LEPHONE SIG
p3 1/-- 83 7
Federal Emergency Management Agency
Washington, D.C. 20472
November 15, 2002
MR. TONY VANDERWORP CASE NO-- 6244-7 3eA
MANAGE& CITY OF SAWORD COMMUMTY: CITY OFSANFORA SEMINOLE COUNTY,
P.O. BOX 1788 FLORIDA
SANFORD. FL 32772.1796 COMMUNTY NO.: 120294
DEAR MR. VANDERwORP:
This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the
property described in the enclosed document is located within an identified Special Flood Hazard Area, theacesthatwouldbeinundatedbythefloodhavingai -percent chance of being equaled or exceeded in any
given year (base flood), on the effective National Flood insurance Program (NFIP) trap. Using the
information submitted and the effective NFIP map, our detemtinatioll is shown on the attached Letter of Map
Revision based on Fill (LOMR F) Determination Document. Ibis determination document provides
additional information regarding the effective NFIP map, the legal description of the property and our
determination.
Additional docmanents are enclosed which provide information regarding the subject property and LOMR-Fs.
Please sae the List of Enclosures below to determine which documents are enclosed Other anaehments
specific to this request my be included as referenced in the DeterminationlComment document. if you have
any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center tollfreeat (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Meaagelnent
Agency, P.O. Box 2210, Merrifield, VA 22116-7210. Additional information about the NFIP is available on
our web site at httpJ/www.fema.gov/nfrp/.
Sincerely,
alv-
Matthew B. Miller, P.E., Chief
Hazards Study Branch
Federal lnswunce and Mitigation Administration
UST OF VXIMURn:
LAMA-0AS DETFRMiNAMON DOCUMENT (OUT AS SHOWN)
LOMR-F DETERMINATION DOCUMENT (REMOVAL)
cc: Statelcommonweahb NFiP Coordinator
Comirahnity Map Repository
W. Jeff L Hartley, P.S.M.
Tot 6 I Dote: November 1 % 2002 1 Case No.:
Federal Emergency Management Agency
Washington, D.C. 20472
LETTER OF MAP AMENDMENT
DETERMINATION DOCUMENT (OUT AS SHOWN)
LOMA-OAS
COMMUMN AND MAP PALL INFORMATION LEGAL PROPERTY DESCRIPTION
rCfTY
OF SAKFORD, SEMOK)LE COUNTY, Lots 44 through 59 and 91 through 90. Bakers Croa5h%l Phase 1. as Shown On
FLORIDA the Plat thereof, F'de No. 2=831850, recorded in Plat Book 60. Pages 27
through 29. filed to record on February 14, 2002. by Ow Clerk of the Circuitit
LINTY NO.: CoWI, Seminole County. FWAa
MREM 12`1117COOM
AFFECTED NAMI` 59mQ E COUMfY. FLORIDA AND
NAP PANEL L%CORPCRATED AREAS
DATE: W 7MM
FLOODING SOU1tCE: lM1AWW PONDNG AREA TE LATnUDE A LONUMDE OF PRCPeW: Bales. 4M MO
SOURCE OF LAT a LONG: PRECISION MAPPW STREERS 4.e D0kTUM:110D 13
DETERVAiNATION
OUTCOME 1% ANNUAL LOWEST LOWEST
ww TIs CmNCE ADJACENT LOT
LOT SECTIONBLOW SUMNISION STREET OU75W OF FLOOD
Tte Sft1A ZONE
FLOOD GRADE ELEVATION
ELEVATION ELEVATION MQyD 29)
NM 29) (NGvD 29)
8pker3 crass" Friesan Way Property X ( 24.5 IM _ 2&8 IM58Phase1
gpdd Flood 1 kM ro Aeea (WHA) -The SFHA a an area 00 wail be irttstd9W by the Good having a 1-parrot( chance of being equaled or
axoseded in artyge ent year(besellood) ADDITIONAL
CONSIDERATIONS (Please refer to ute atWre>Pftk section an Adathment 1 for the adddo" consideradons listed below. ( DETERMINATION
TABLE (CONTINUED) ANNEXATION
ZONE
A This
dnam%eni pmwides the Federal Eww9anry NlartaOVIOM AgerWo eetwyninason eegarinp a m4WW for a' of map Arttertdment for We property tad
Me eftadhm maftW Flood Inomance PMOr-un (NFIP) 000. we have determined Brit @te degaibedAbove. llSlrtg We adarmation suWrd and properMiss)
bim not located in d e SFFtA. an area inundated by the flood having a 1-percent Chance of bWV equRted or exceeded in any given year SFHAlocatedonfieeflseliveNFIPmap: therefore, the Federal mandatory flood umeflood. The subject txoPeny is Correctly shown ouuide tee beenManusing an incorrect zone. d can be endorsed to oornKA the zone for the current polity In!"ance faqWrernerd does not apply- d the policy has w and
ono pdw poij&y lean. Please contact to in urance agent or company invONed to n mwM ertdomettlera Of the Pdlgr. htowOm- fte lender has herbuildingsyeartitsoptiontocon` M the Good waurance (egUMMtent to poet its liini3noiai risk an the loan. A Pteterre:d Risk Pabcv (PRP) is available lbtll"
Outside the SFHA. adforatation about Gm PAP and how one Cart apply is enclosed. det:
ertrdnation Is based an Ile flood data plwsen/y available. The enCKSO doaxrrents provide additional MIfOlm b0ft fepar&V this' deterwri"Gon. 11 Thisyou
have any quesli= aWd this document. Pttax r O BEIAA o M i Assistafm
Center Me
Federal Enwae y M3ltaWneOt nh eW. VA to
tee0. at W7)t36.
2527 (8 att-FEbvA A t P
O e addressed to
on our
web site at tdtpl/www.tema.0. matOtew 8.
Miller. P.E.. Chiat Hasards SAidy
Branch FedorW tna"
Mnm and Miiigauon AdMini5VQU0n Version 1.3.3 MX173012003K4982L0MAK4982SPF2
Page 2 of 6 Qate: Hlolnember 15. 2002 Cafe Nob: 024W700A Lo1dA-OAS
Federal Emergency Management Agency
Washington, D.C. 20472
LETTER OF MAP AMENDMENT
DETERMINATION DOCUMENT (OUT AS SHOWN)
ATTACHMENT 1 (ADDITIONAL CONWERATIONS)
DETERMRAAnON TABLE (CONTINUED)
OUTCOME 1% ANNUAL LOWEST LOWEST
WMAY i6 CHANCE ADJACENT LOT
ou"MIX OF FLOOD FLOOD GRADE ELEVATION
LOT SL SUBDIVISION STREET ZONE ELEVATION ELEVATION (N4VD 29) THE SFKA
p4VO 29)
59 _ BakOrS Crossing Friesen Way Property X (unshaded) 24.5 feet _ 20.4 feet
Phase
1seny81 _ BateCrossk%; Friesan Way ProgX (unshaded) 2s.5 feet 29.9 feet Phase 1
82 _ Balsaea
s Ctohg FritraenWayPropMY X (unshaded) 2" fret 29.6 feel Phase t 80 _
Balers Cross
eegtan way Property X (uA611aded) 24.5 feet _ 31A feet Phase 1 ANNE"
TM (This
Additional Consideration applies to the proud" S Properties-) Although the subject
of this determination is shown on the National Food insurance Program map as being located in a community other than
the comet ruty indicated on the Deternnination Document. it has been annexed by the community referenced therein. ZONE
A (This
Additional Consideration applies to the preceding S Properties.) The NFIP m
Bp affecting this property depicts an SFHA that was determined using the best flood hazard data available to FEMA, but tudxKAperformingadetailedengineeringanalysis. The flood elevation used to make this determination is based on approximate methodsandhasnotbeenformalizedthroughthestandardprocessforestablishingteasefloodelevationspublishedinthe
Flood Insurance Study. This flood elevation is subject to change. This aa&duaent
prow des ad hWpd inbrtnadw jeg'ardhtp tho regoesLn you ham any questlons about tells allacfwmnt. please corllack the FEMA Map AssW0tpe GMW too
free d IS") W6.2627 (877-FEMA MAP) or by [one atiftseed to ere Federal Entergetty A;@ns9ement Agency. P.O. Box 2210. MerrYieW, VA 22116.
2210. A" ions! intonnation about the NFIP is avanable on our web site at hnD:/Miww.farra.gov/rr6pf. Manfuw B. Miner.
P.E.. Chief mazartis FadorW I
nce
and mitigation Adtrdnistration Version 1.3.3 MX173012003K4882LOMAK49825PF2
Ps" 3 of 6 Oafe: November 15,2002 Case No.: 02-047630A LOMR-F
Federal Emergency Management Agency
Washington, D.C. 20+72
e
LETTER OF MAP REVISION BASED ON FILL
DETERMINATION DOCUMENT (REMOVAL)
COMMUNITY Mi)D MAP PAWL INFORMATION LEGAL PROPER71f DESCRIPTION
CITY OF S, NRM. UNINOf E CGU;NTY, Lots 44 through 59 and 81 dtrough 90. &*am Crowing Phase t, as shown on
COMMUNITY
FLORIDA tht Piet Mersot. Fite No. 2002831860. reoosded In Plat Book 60. Pages 27
11upVgb 29. rued for record on February 14, 2002, by the Clark of the Circuit
CO MUNITY NIX.120294 Court, Seminole Courby. Ftor(da
widem 12117CO04SE
AFMTED NUM SEMINO E COUNTY, FLCRIOA AND
MAP PANEL INATtED AREAS
DATE: M17MM
FLOOWNG SOURCE: UNNAMED PDXONG AREA APPRO30MATE LATITUM ft LONGITUDE OF PROPERTY- 21ILT0'L 4" 230
SOURM OF fAT & LONG: PAEC)SION MAPPNB STREETS 4,0 DATUM: NO 03
DETERMINATION
OUTCOME 1% ANNUAL LOWEST LOWEST
WWITIS CHANCE ADJACENT LOT
BLOCK/ REIAMO FLOOD FLOOD GRADE ELEVATIONLOTSECTIONSlJ60MSIONSTREET
FIMU THE ZONE ELEVATION ELEVATION MVp 29) SFK% (N=29) (NGVD29)
Ba CC+assin9 Clydesdale Ci¢le Propeny X (Inhaled) 24.5 fleet 30.5 feet
Spa" Flood Hfaitnd Ana (SFMA) • The SFHA a an arm that would be fty"Uted bytne Road ha%6V a 1-percent chance of bmV equaled or --
exceeded m any ghee year (bass 0ooell
AMMONAL OONSWERATIONS (Please refer to the appropriate section an Altacluram 1 for due additional eonsteemdons bled below.)
OETEMAINA1taN TABLE (OONTINUED) ZONE A
FILL RECOMMENDATION
ANNIE"TION
This Oooumem provides Ors Federal Emerpeaq M;wa9e wt A9enrys ddermkodoe regardirtp a umuest for a Loser of Map Revisits+ based on Fit for
the property described above. Lb" the information sanutted end due e9en ave Nalawt Flood Insurance Program (NFIP) map, we have detaftned that
dte pmpaty(ies) W*v not l0caled in the SFHA, an area anrndated by On flood bovbtg a 1-perowt dunce of being equaled or exceeded 1n any 8"n yaw
M Road). Tt" damm mt revises to etieetive NFIP M" to remove the suueled property from the SFHA located am the effective NFIP crap: therefore.
the Federal mandatory food Insurance repu meat does nd apply. However. Ile www has the option 10 contitue to flood reuazum veq*ement to
WOW ft fInanmial dsk on Ore ban. A Preferred Rah Poficy (PRP) is available for burlctnpa located oub de Ore SFHA. Inlorrraborl about ore PRP and
how one can apply is enclosed.
This deumning6m is based an the flood data presertd! available. The ertGosed documents provide addllonal Information regardin8 this deeemttnatloa. If
you have any questions about Wa document. (abase contact ore FEMA Map A,sslstance Cenw tad free at (BT7) 33&2e27 (en-FEMA WP) or by letteraddressedloftFederalEmergency. Management Argeney, P.O. Box 2210. Menifield. VA 2211&2210. Additional adbrratioa about dw NFIP is avadable
on Dort web Slta at WJAvww.fame.povM)pr.
Matthew B. MBgr, P.E., Chief
Hazards Study Branch
Federal Insurance and MlEig Wn Admausbatton Verslon 1.3.3 MX1730i2003K49f)2LOMAK4982SPF2
Page 4 of! f]ate: Nownt m 14 2= lCase Nm: 02447830A LOMRF
Federal Emergency Management Agency
Washington. D.C. 20472
0
LETTER OF MAP REVISION BASED ON FILL
DETERMINATION DOCUMENT (REMOVAL)
ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS)
DETERMINATION TABLE (CONTINUED)
OUTCOME 1% ANNUAL WV E67 LOWEST
WHAT Is CHANCE ADJACENT LOT
LOT SEC` IO sLlaalVl$fON STREET REMOVED
FROM TKE-
FLOOD
ZONE
FLOOD
ELEVATION
GRADE
ELEVATION
ELEVATION
NGVD29)
SFMA 04vo 29) NGVD 2$)
45 Bakes* Cro"k* Clydesdale Garde Property X ( ) 24.5 feet 29.9 feet
Phase I
46 Safrees Crossing Clydesdale Circle Properly X (unshaded) 24.5 feet 29.0 feet
Phase I
47 0akars Crossiry Clydesdale citde Property X (unshaded) 24.5 feel 29.0 feet
Phase
48 Baker Crossrthg Clydesdale Cihde Properly X (unshaded) 24.5 feet 28.7 feel
Phase 1
49 Babes* Croallft Clydesdale Circle Properly X (unshaded) 24.5 feet 27.2160
Phase t
so Bakers Crossing Clydesdale Ckde Pm" x (unshaded) 24.5 feet 28.3 feet
Phai" I
S1 Baker. Crossing Clydesdale Circle Prowty x (unshaded) 24.5 feel 28.2 real
Phase 1 and Friesen Way
52 Bakers Crossing Clydesdale Came Progeny X ( ) 24.5 feet 27.5 feet
Phase I end Friesan Way
53 Bekaa CnossN Clydesdale Clrcte Property X (urtshaded) 24.5 feet 27.S feet
Phase I and Friesen Way
54 Bakers Crossft Friersan Way Property X (hshshaded) 24.S feel 27.9 feet
Phase I
55 Ralsers Crosskv Frieaan Way PMP" X (unshaded) 24.5 test 28.2 feet
Phase I
55 Bates CrossM9 Frissan Way Property X (wtshaded) 24.5 feet 28.3 feet
Phase t
This aMo neru provides additional inforrrhatton resat&* this request. if you have any questiorm about Of altadhnhtnt. please 6onWCt the FEMA Map
A554Wnce Cenler WU free 2t (877) 3362t)27 (877-FEMA MAP) or by Tarter addressed to the Federal Eeteroency Managernent AgencY, P.O. Box MO.
Me Widd. VA 22116-2210. AsIM01121 Wise matron about the NFIP is available ono urn*_ob site at hapJA%ww.tema.gov/0W. Mad
hew S. Miller, P.E.. Chief Flaards
Stnly Branch FedvW
Mshrrance and btitigation Admirdslrptlon Version 1.3.3 MX173012003K4982L0MAK491k2SPF2
Page $ of 6 0ate: November 15. 2002 ICase No.: 02-04.76M I LOMR*
Federal Emergency Management Agency
Washington, D.C. 20472
e
LETTER OF MAP REVISION BASED ON FILL
DETERMINATION DOCUMENT (REMOVAL)
ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS)
MERMINATION TABLE (CONTINUED)
OUTCOME 1% ANNUAL tAWEST LOWEST
WHAT is CHANCE ADJACENT LOT
LOT BLOGKI
SfcCTt
KI SUBDIVISION STREET REMOVED
FROM THE
FLOOD
ZONE
FLOOD
ELEVATION
GRADE
ELEVATION
ELEVATION
gyp 29)
SFKlk NGV0 29) NGW 29)
5? Bakers Crossing Frissan Way Property X (unshaded) 24.5 feet 28.4 feet
Phase 1
83 baMrs erasing Friesan Way Property X (unshaded) 24.5 feet 29.6 feet
Phase 1
84 Batmrs Craning Friesen Way Property X (unshaded) 24.6 feel 20.3 feet
Phase 1
a5 Bakers Gassing Friesen Way Property X (atafladed) 24.S feet 29.0 feet
Phase 1
86 salon Crossing Clydesdale Circle Property X (unshaded) 24.51" 28.8 feet
Phase 1 and Friesen virdy
87 Bakers Crossing Clydesdale Chile Pmperty X (unsersded) 24.5 feet 29.1 feet
phase 1 and Belgian Way
a8 Bakers Crossing Belgian Way Proparty X (unshaded) 24.5 feet 29.9 feet
Phase 1
89 bakers Creasing Bodes Way PC"" X ( ) 24.6 feet 2" feet
Phase 1
FILL RECOMMENDATION (This Additional Consideration apptins to the preceding 21 Properties.)
The minimum NFIP criteria for removal of the subject area based on fill have been met for this request and the community in
wttsch the property is located has eewUfad that the area a%d any subs equertl sttuctu*s) built an the fdled area are
reasonelar safe from flooding. FEMA's Tedwkal Bulletin 10.01 provides guidance for the conslnklion of buildings on land
etewaled abaure the base flood elevation through the placement of fii. A copy of Technical Bulletin 10-01 can be obtained by
calling the FEMA Map Assislanee Center 109 free at ($") 336-2627 (877-FEMA MAP) or from our web site at
httpJ1www.fema.9ovlmi(Rb100140. Although the minimum NFIP standards no longer apply to this area, some communities
may have ibodplain management regulations that are more restrictive and may continue to enforce some or all of their
requirements in areas outside the Special Flood Hazard Area.
This Wacttthent p"Wdes adaltiow Informatim regardig this request. if you have any questions about thb ertachnunt. please contact the FEMA Map
Assistance Center we free as (8771336.2627 (1177-FEMA MAP) or by (etieer addressed to fhe' Federal Emergency Niat agemwd-Agancy.-PAk'Box 2210.
Me"WAM, VA 22116-Z"O. Addltional irdomadw about the NFIP is available on our web site at M'!/www.k nra.9aNnhpl.
AQ Matthew
B. Miter, P.E.. C ief F =
f& Study Branch Federal
Insurance and Iwi ftawnAdawrdsvation Version 1.3.3 Mt1730120030982LOMAK49823PF2
Page 6 *Is j 1Date: Novemoer i% za,s 1-- ,. - v.,.,•r.,n.r..
0 Federal Emergency Management Agency
Washington, D.C. 20472
LETTER OF MAP REVISION BASED ON FILL
DETERIWINATION DOCUMENT (REMOVAL.)
ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS)
TION (This Additional Considerations applies to the preCed-tng 21 Properties.)
AithouO the subject of this determination is shown on the National Flood Insurance Program map as being located in acommunityotherthanthecommunityindicatedontheDeterminationDocument, it has been annexed by the community
referenced therein.
A (This Additional Consideration applies to the preceding 21 Properties.)
The NFIP map affecting this property depk:ts an $FHA that was determined using the best flood hazard data available toFEMA, but without perforr=V a detailed engineering analysis. The flood elevation used to make Oft determination is basedonapproximatemethodsandhasnotbeenformalizedthroughthestandardprocessforestablishingbasefloodelevations
eublished in the Flood insurance Study. This flood elevation is subject to change.
Twits arachrrmet0 pmv4sa aOdiKanst i %%MZWM rogar4WV *ft "UeSt If you have 8ntl OuestioaS about Us attachment please contact the FEMA Map
same Center soil free at (977) 33626V (877-FEtMA MAP) or vy Niter addressed to the Federal EmWOMW Mmeme agA ancy, P.O. rice 2210. Waffield.
VA 22116.2210L Addiional inforfnatioo about the NFIP is avdabto on our %vab site at htt l/v ww.tenme.gdWtmRpr. Matthew
a. Miser. P.E.. Chiet mazards
Study Branch Federal
In woftce and wagation Ado' W3vafion Version 1.3.3 Mx173012000K49e210MAK4982SPF