HomeMy WebLinkAboutSUBMITTED PAPERS14"
DATE FILED:
—�- RECEIP lvoti—
PLAN REVIEW E T NO.: PERMIT NUMBER:
CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.:
ALL. INFO MUST 13E COMPLETE & FILLED IN TO BE ACCEPTED
S AN4&ucie County Building and Zonin
9
2300 Virginia Avenue
BY
Ft. Pierce, FL 34982-5652
St Lucie County 772-462-1553
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
1 LOCATION/SITE ADDRE�S: p-5i-5sygT)R - A
Spanish a e
2. PROJECT NAME: P,; � r w a ys SITE PLAN NAME:
3. PROPERTY TAX ID #: - 1306-111-0001-000/0
4. LEGAL DESCRIPTION (attach extra sheets if necessary): 6/7 34 39 all that part
lying northeasterly of 1-95
5- PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO.
9. PARCEL SIZE (ACRESISQ FT.): LOT DIMENSIONS: M'X
1 AJ L��u
10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY:
Single family residence (Replacement home) I
. -- - - 1.1 -- � V-` - . - - — 16
&Vmmd
11. SETBACKS (ACTUAL) FRONT: 3 0 BACK: 16' RIGHT SIDE: V LEFT SIDE: 11'
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
D(] NEW CONSTRUCTION EXPANSION/ADDITION INTERIOR RENOVATION
LX] RESIDENTIAL COMMERCIAL INDUSTRIAL
OTHER (SPECIFY)
13. DESCRIPTION OF PROPOSED USE: Same
14. SQ. FT OF CONSTRUCTION: 15. SF. FT Ist FLOOR:
16. VALUE OF CONSTRUCTION:- nnn-00
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a
RECORDED Notice of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02
CO ej
114
OWNER INFORMATION
NAME: Wynne BUildinq Corporat.inn
ADDRESS- 8000 S. US11.Suite 4Q2
CITY: Port 8t. Lucie STATE: F L ZIP': 34952
PHONE(DAYTIME): (712) 878-5513 Email:
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED'ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME):
CONTRAPTOR INFORMATION
ST.ofFLP,EG.CERT#: CGC03599 ST. LUCIE COUNTY CERT #: 08898
BUSINESS NAME: Wynne Development Corporation -
QUALIFIERS NAME: Matthew Lyle �ynne
ADDRESS: 8000-S. US1, Suite 402
CITY: Port St. Lucie STATE: F L — ZIP: 34952
PHONE (DAYTIME): 7 2 FAXNO. 772-878-7656 Email:
) 878-5513
ARCHIVENGINEER: Braden & Braden
ADDRESS: 417 Coconut Ave. —
CITY: Stuart STATE: FL ZIP: 3 4 9 9 6
PHONE (DAYTIME):= 287-82-12
BONDING COMPANY:
ADDRESS:
CITY: STATE: ZIP:
MORTGAGE LENDER:;
ADDRESS:
CITY: STATE: ZIP:
IWORTANT NOTICE: When a permit is issued and it is not picked up within A2_days after notification
it will be voided and returned to you by mail.
CERTIFICATWN:
This application is hereby made to obtain a pern-dt to do the work and installations as indicated, and to obtain a certificate of capacity,
if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application.
St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure
C,
which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such
structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE,
AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS
PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED
CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT
TO ATTACHMENT.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wilL be done in
with all applicable laws regulating construction and zoning.
U
O�_W N ER.1 (01 R _ONT SIGNATURE IZ- C6NTRACTUR SIGNAT%[�,-O-_
STATE OF FLORIDA
COUNTY OF St.
STATE OF FLORIDA
Lucie COUNTYOF St. Lucie
The foregoing instrument was acknowledged before
me this 62 (0 day of Aujet:i 20 10
by Mattl2p_w 1,�Tle W�znne
who is personally known —It,/or has produced
as identification.
Signature of Not
The foregoing instrument was acknowledged before
m e this,-2( a day of '20 LO
by Matthew T,)zle W)znnt=
who is personally known V__,"Or hasproduced
Signature of N
as identification.
otl�, ly, 1plta"," OOROTHY ANN HIJAFNER "S111611"
y OOROTHY ANN HAMER
P"*'
pyik,
Commission No. Nota(sqyvic - State of Florida Commission No. Notk�e�lic - State of Florida
12
My Comm. Expires Oct 2, 2012 My Comm. Expires Oct 2. 2012
09
Commission # DO 827096
Commission # DD 827096
...........
",OF f % I 't"y ssn
... Bonded Through National Notary Assn.
Bonded Through National Notary Assn
NOTE: TWO (2) SI NATURE§'A'REREQUIRED. EACH SIGNATURE MUST BE1i0TA-R1ZED7YA P -YM7=FR
THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS.
For specific instructions see appropriate permit checklist.
OFFICE USE ONLY
SECTION
Cb
TOWNSHIP
RANGE
MAP NO.
ZONING
Fz
LAND USE
LOT CVG %
TAZ NO.
FLOOD ZONE
FIRM MAP
b5
1 ST FLR ELV
MAX HGT
CONST TYPE
vo
OCCUP TYPE
MAX OCCUP
OF FLRS
WATER
SEWER
SPRINKLERS
STORMWATER
LOT OF REC
LOT OF REC
LOT SPLIT
LOT SPLIT
Before 1/1990
After 1/1990
REQUIRED
APPROVED
REPORT
HABITABLE
RADON
PERMIT
CODE
AREA
FEE
FEE
(RADON)
LIBRARY
PUBLIC BLD
PUBIC BLD
PARKS
IMPACT
IMPACTFEE
M
IMPACT
FEE
CORRECTION
FEE
FEE
FEE
GENERAL
SCHOOL
ROAD
CREDIT
Y
N
LAW ENF
IMPACT
IMPACT
IMPACT
FEE
FEE
FEE
FIRE/EMS
DRIVEWAY
Y
N
DRIVEWA
ADMINISTRATIVE
IMPACT
REQUIRED
FEE
VARIANCE FEE
FEE
SPECIFY
MECHANIC ROOF*
NON -CONFORMING
MISCELLANEOUS
SUBS
ELECTRIC GAS
LOT OF RECORD
FEES
REQUIRED
PLUMBING
FEES
DATE SENT TO ADDRESSING:
REVIEWS
I
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTE
REVIEW
REVIEW
REVIEW
REV`I�W
REVIEW
REVIEW
DAP��
REgEEIVED,0.2i4m
7
UIE. 3. 9,
C6�4PLETED�e.
'JI IT,
t 17;
c
INIT,IALS-/—,-,�
Ji
.0 (o 10'
.0 C3.1
rill IR I III
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GN
Professiopaj Insulators of South Florida
JFTC tiumlatjon I)nSts,110tion Certificate
To: St. Luck county-_ Japung
LoOlocki
Address: Projeot; ------
The ltndets!x�� certifies thAt 1106WROOIA has been Immiled In the above d c bed ro er a, LO I 10 —W.V,
I - Exterior CBS W-8115 lqyc call insu 10ed with.
W Inch —es... Spray -on Ccllul�,Se
rer: Fibargimis:81ap ets
ensity, — (ets
P.A I X AbAminum r, oil
We W'
111.1) 111ve been i
IU 1r1C11e,4,;: Spray-Im cellojose
m1factul,Qr: Rbie anlqlt
_�rglfisg Bill
Rech Wool BI nhws
A- V 21 q 0-,- Allyminum r, of)
Folyurethane
R-Ifaluc.-
R-17
1VO been ftISUIAted
in iykcbcr—.—
rMARWICAthedrall inwhitip-A up th.,
in impos:
kneewmils hStVP hAA. ;—.3 'F-
- cc] ;,ith..
Loose, Fill
Fill
er
vtner
4. GlArag'"r)Artition
been
l�1111 1111:1,10s: 3 la,v iwk Wool BlAft ats
*rcr-
iberte
ray -on ClAvlose
R-1 I
2300 Virginia Ave
Fort Pierce,. FL 34982
772-462-2172 Fax 772-462-6443
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
/OP70
PERMIT#: _4 JOB ADDRESS:
BUILDER/CONTRACTOR:
PEST CONTROL CONTRACTOR: 6-&2?t
PEST CONTROL LICENSE#:
We, the undersigned, hereby certify that we have pretreated the above described construction for
subterranean termites in accordance with the standards of the National Pest Control Association.
Square feet if area treated: Chemicals used:
L
Percentage of solution: Total gallons used:
Date of Treatment: /0 Time of Treatment:.
Footing
1st Treatm ent
Re -Treat
7.
1,1 Driveway
1st Treatment
Re -Treat
—,dh-e—r R4-1--?b
Ist Treatment
Re -Treat
Slab
I't Treatment
Re -Treat
Pools -
1st Treatment
Re -Treat
—Perimeter for Final Inspection
Signature of Exterminator
Note, - 7here must be a completed form for each required treatment or re -treatment and this form must be on the job
site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection
fee charged..
FBC104.2.6 Certificate of Protective -Treatment for prevention of termites. A weather resislantjobsite posting board
shall be prowded to recelve duplicate Treatment CertlAcates as each required protective treatment is comoleted,.
providing a copy for the person the permit is issued to and another copy for the building permit Ales. 7he Treatment
Certificate shall pro v1de the product used, Identity of the applicator, time and date of the treatment, s1te location, area
treated, chem.1cal used, percent concentration and number of gallons used, -to establIsh a venfl'able record of .
protective treatment. If the soll chemical barrier method for termite prevention Is used, Anal exterior treatment shall
be completed prior to Anal bulldIng approval.
St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on
�_2
NOTICE OF INSPEG 7 'ON
AND/OR TREATMENT
Section 482.226,.Flstatutes
Date of inspection
Date of treatment
Pesticide used
Wood -destroying organism treated
SOUTHCOASTPEST CONTROL
772-418-6919
Professional Insulators of South Florida
FTC Insulation Installation Certificate
To. t. Lucie County Date: January 21, 2011
Re.
00070288 Lot/Block:
100
Address: E6555 Yedra Ave I Project:
The undersigned hereby certifies that insulation has been installed in the above described property as follows:
1. Exterior CBS walls have been insulated with:
Spray -on Cellulose
Thickness in inches:
Fiberglass Blankets
Manufacturer:
Fi Foil
Rock Wool Blankets
Density:
X
Aluminum Foil
R-Value:
R-4.1
Rigid Board
Polystyrene
Other
Exterior (frame walls) have been insulated with:
JSpray-on Cellulose
Thickness in inches:
JFiberglass Blankets
Manufacturer:
lRock Wool Blankets
Density:
Aluminum Foil
R-Value:
Polyurethane
10ther
2. Ceilings have been insulated with:
Spray -on Cellulose
Thickness in inches:
10.2511
Fiberglass Blankets
Manufacturer:
Owens Corning
Rock Wool Blankets
Density:
X.Fiberglass
Blown
R-Value:
R-30
Cellulose Loose Fill
I
10ther
Ceilings (Vaulted/Cathedral) insulated with:
JFiberglass Blankets
Thickness in inches:
10.25"
JFiberglass Loose Fill
Manufacturer:
Owens Corning
--JRock.
Wool
Density:
X
Fiberglass Blown
R-Value:
R-30
Cellulose Loose Fill
10ther
I
--
3. Interior kneewalls have been insulated with:
Fiberglass Blankets
Thickness in inches:
Rock Wool
Manufacturer:
Polyurethane
Density:
Spray -on Cellulose
R-Value:
Other
4. Garage partition walls of A/C living area have
been insulated with:
Rock Wool Blankets
Thickness in inches:
3 1/2"
X
Fiberglass Blankets
Manufacturer:
Fibertech
Spray -on Cellulose
Density:
Polyurethane
R-Value:
R-11
Other
5. The following have been insulated:
CBC1254041
Competency #
Wynne Building Corp
Professional Insulators of South Florida, Inc.
General Contract/Builder
Insulation Contractor -J
ffalz�lr;--
OCT-17-2010 00:31 FROM:SOUTH CP�9T 7723446042 "_rl�,4626443 P.1/1
AS
CO(J NTY
F L 0 R I D A
2300 Virginia Ave
Fort Pierce, FL 34982
772-462-2172 Fax 772-462-6443
-I !
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
PERMIT #: 7 0, =V,,f —JOB ADDRESS:
BUILDER/CONTRACTOR, Wc1,_V e'
X'; T
PEST CONTROL CONTRACTOR. ev Ic 7,w et "
PEST CONTROL LICENSE #:- 54� 9
We, the undersigned, hereby certify that we have pretreated the above described construction for
subterranean termites in accordance with the standards of the National Pest Control Association,
Square feet if area treated,
Percentage of solution: 6 _Z'5�
Date of Treatment:
—Footing 11t Treatment
Re -Treat
—Driveway
_1`�t Treatment
—Re-Treat
—Other 17—Tre;tment
—Re-Treat
_2=2tqV /—&-,
Chemicals used: t�� &-)IV /g
Total gallons used: IP-/ Q
-nrne of Treatment: . F: _3(j X-/V
_6��._Slab
I' Treatment
—Re-Treat
—Pools
—I' Treatment
—Re-Treat
—Perimeter for Final Inspection
Signature of Exterminator
Note' 7here must be a completed &orm for each required treatment or rv-&w1ment and thIs fon77 must be on the job
sileto be pIcked up by the Inspemr at time of each inspection or the scheduled Inspedlon wIll fail anda re-in5pection
fee 4*arged.
FBC104.2.6 Celtlflcaie of Protedive Treatment forprevention oftermffies. A weather resIstantjobsite posting board
shall be pmv1ded to recelve duplIcate Natment Certificates as each required protealve treatment Is completed,
providing a cqpy for the person the permAt Is issued to and another copy for the bulldlng permit files. 7he Treatment
Certificate shall provIde the product used, AlentIty of the applIcator, Me anal date of the tmatmen4 s1te location, area
&rated, chemlcat used, percent concentratlon and number of pallons usW, to estal7lfsh a ver1flable record of
prvtealve treatment If the soil Oemical barrIer method 1br termite preventlon is use, Anal exterior treatment shall
be completed prior to Anal build1179 8ppM Val
St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on
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-DUNKUBERGER
engineering & testing, inc.
6-cid Density Test Report
Project Name: Spanish Lakes - The Fairways (Indrio Road) Address: 6555 Yedra Avenue
Project Number: PSL-09-3011 (BG 10.3) Date Tested: 8/11/2010
Technician Initials: SM
Client Name: Wynne Building Corporation Report Date: 8/11/2010
8000 South US 1 #402 Project Manager: Dave Youngstrom
Port St. Lucie FL 34953 Contact Number: (772) 343-9787
Attention: Matthew Wynne
Test
No.
Probe
Depth
(in)
rato- -Y r
t8
Maximum
Dry Density
(pcf)
Optimum
Moisture
Dry
Density
(pcf)
Cone
Resistancel
(tsf)
Moisture
M
Minimum
Required
Compaction
M
Percent
Maximum
Density
M
Test
Results
1
12
112
13
107.6
---
12.2
95
96.1
Pass
2
12
112
13
106.8
---
11.9
95
95.4
Pass
3
12
112
13
107.4
---
12.5
95
95.9
Pass
Type of Field Density Test: r ASTM D 1556 r4�_ ASTM D 2922 J_ ASTM D 2937
Minimum Required Compaction Based on: W AASHTO T-180 (ASTM D 1557) r AASHTO T-99 (ASTM D 698)
1 Compaction -percent estimated from cone penetrometer reading obtained with a Brainard-Ki Iman Model S-214 hand-held cone penetrometer.
�i PV4 i
5 '5 !-a Aire tie'.. Sl h:b 00, "kaft. tt-
�,'e�V '06066_6 5, --,Yed
A� ..'7 _7
1
1
0-12
Front of house pad (footing subgrade)
2
1
0-12
Center of house pad (slab subgrade)
3
1
0-12
Back of house pad (footing subgrade)
A -7 - 0 2- V
Elevation/Depth Referenced to:
Aoir 'P
I
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backrill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other:
NGVD M SL 17 Other: Inches below top of footing or slab subgrade
011153� 0990
JJV-
cc: Client ... (1)
Wynne Building Corp., B. Bailey (field) ... (1) Wory.5
St. Lucie County Building Departmen ... I-
ZY
raig E. Dunkelberger, P.E/J
FL Registration No. 4993 V SEP 2 1"1 2810
The original of this report was signed and sealed by the registered engineer in accordance with Rule 6 1 G 15-18011, of the Florida Administrative Code. This report is submitted as the confidential
property of our client and authorization for publicatioD of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other wan -antics with regard to
subsurface exploration, recommendations or design are expressed by this firm.
Fort Lauderdale - Port St. Lucie - West Palm Beach - Sarasota
State of Florida Board of Professional Engineers Authorization No. 6870
877.643.6832 3011 (10.3) Progress Report PRIO
.4.
St. Lucie County
Building & Zoning Department
2300 Virginia Avenue
Fort Pierce., FL 34982
772-462-2165
F ax 772-462-6443
Request t'(.-)r 30-Day Temporary Power Release
D"'Ite: C)
Permit Number;
Property Address; —6-5
FC 11 �,
THE UNDERSIGNED HEREBY REQUESTRELEASE OF *p,,L 7RICAL POWER TO T T
A14OVE DESCRIBED PROPER'M FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR
THE PURPOSE OF TESTING SYSTEMS AND EQUIPWil NT IN PREPARATION FOR FINAL
INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUESTWE HEREBY
ACKNOWLEDGE AND AGREE AS FOLLOWS:
I. This temporary power release is requested for the above stated purpose only,
and there will be no occupancy of any type, other than that permitted by construction
during this time period.
2. As witness by our signatures, we hereby agree to .4bide by all terms and conditions
of this agreement, including Building Division Policy, which is incnrporated herein by reference.
3. X11 conditions and requirements listed in the attached document entitled
"Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection.
4- All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason
for the request.' Power may be remove(] from the site and/or a Stop Work Order issued if the Final Inspection
has not been approved within 30 days, A fee of $100-00 will be required to lift the Stop Work Order.
WEEHEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST, LUCIE COUNTY, AND
THEIR EMPLOYEES FROM ALL 1,18111LITIES AND CLAIMS OF ANY TYPE OF NATURE
WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS, TRANSACTION, INCLUDING
ANY DAMAGE WHICH MAY BE INCURREDDUE TO THE DISCONNECTION Or,
ELECTRICAL POWER I EVENT OYVr.OLATJON Of THIS AGREEMENT.
OWNER SIGNATURE
EUECTRMA L
RECEIVED
SEP 0 3 2010
Public
St. Lucie
1:k\-:�Avc�)
TU
SIGNATURE DA
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT :--5-'7E COUNTY
FILE # 3500113, BOOK 3217 PAGE 2095, Recorded 07� 010 at 01:37 PM
0
AFrER RECORDING.RErURN M,
PERMITNUMBER- -d lor—,rdiug iW,,
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida slatutes the following information is provided in the Notice ofcommencement.
1. DESCREPTIOTI OF P110PERTY (Legal description and street address) TAX FOLIO NUMBER-, -13 0 6 - 11. 1 - 0 Q 0 1 --(,) 0 0
SUBDIVISIOrPjjT-W
.aysBLddK-----TRACT
,A/ 6SRS vFnRA Eas '- qf s@qtion 1 towns hi12 34g Range 39E
lyt :2 N6,W of Turnpike Fe Roaa
ing �iaer
2. GENERAL DESCRIPTION OF IMPROVEMENT: I - � ?
3. OVVNER INFORMATION: a. Na me W ji,n � � n. � T 7 " f �d I � I 'r, IT
�; 402, PSL, FE 34952
b.Addre. 8000 S- USI, Suit e c. interest in property—
d. Name and address offee simple titleholder (if other than ownc -
4. CONTRACrOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporatio
8000 S- USI, Suite 402, PSL, FI, 34c)52 772-878-9511
5 : SURETY'S NAME, ADDRESS AND PHONE NUMBI�R AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13 (Ills) 7., Florida Statutes: Craig Wardell
NAME, ADDRESS AND PHONE NUMMEW I Las casitas, Ft. Piprrp, FT. 34951 772-466-1553
8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713.13 (1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is
specified) _. _,'20_. t
Matthew Lyle Wynne, Vice -President
Signature of Owner u Print Name and Provide Signatory's Title/Office
Owner's Authorized Ofraccr/Director/Pariner/Manager
State of florida
Counlyof 9t-- rol ie
The foregoing instrument was acknowledged before me this �2(o ay of 2 0 1 —0
B Matthew Lyle Wynne as ) c,- 104-F-5- , b �-w -r-
(Name of person) (Type of authority ... c.gz Owner, officer, trustee. attorney in fact)
Fo,Wynne Building Corporation
(Name ofparty on behalf of whom instrument was executed) Personally Known-Zorpr uced the following type o-
DOR07HY ANN HIDAFNER
A'A bl�!k Notary Public - Slats Of Flctldtl
).t
i My Comm. Expires Oct 2, 20112
k)a-"04g, Commission )827096
Bonded Through N&IMONOWY A..�.
M # DD 827096
(Printed Name of Notary Public) (Signature of WJary Public) 4 MA V ryltiun.
Under penalties of perjury, I declare that I have read the foregoing and that the facts n t at'. nd
belief (section 92.525. Florida Statutes).
Sig;natn;;e(s) �o:fO or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above:
B
R- O&OW007(it—diL)
T�, �0
W1
By:
D11I'M
11 lill � III I!,
o 6 I'M M-1 .4
CORRECTION LIST
DESCRIPTION
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CORRECTION LIST
Code
No. DESCRIPTION Section
-2-
NOTE: Entries to this Plan Review Record that require a field check or inspection of the installation must be coordinated with the inspection phase (R109) ofthe project.
LOCAL DESIGN CRITERIA (Table R3
noted otherwise)
Floor live load (Table R301.5.) psf
Roof live load (Table R301.6) psf
Ground snow load psf
Basic wind speed mph
Wind exposure category (R301.2.1.4)
High wind design criteria applicable
(R301.2. 1. 1) A�Scg,
Seismic design category (�DQ
[Figure R301.2(2)] IV! a—
SDC C&D provisions (R301.2.2)
Onr)RA D1 ANII\Ilt\lr-- 01=r)l 11M=RYIPWT.c� (P.,in.q fhrniinh Rins i
BUILDING PLANNING (Chapter 3)
01.2(l) unless Weathering are
a 2 - I - 0 1 1 f 4 Z
Te mite area
Decay area A) /I
v
Winter design temperaiure -X^
Ice barrier underlayment required
Flood hazards ARIL
EXTERIOR WALL LOCATION (R302)
1 -hour rating for exterior walls located less
than 5 feet from lot line. (R302. 1, Table
R302. 1)
Exterior wall opening/penetrations and pro-
jections (R302. 1, Ta /e R302. 1)
Use
Area
(ft)
Width
Average
ceilin-ci
Minimum
ceiling
Natural*
light
Natural ventilation*
Living
120
T-0"
T-0"
51-01,
8% floor area
4% floor area
Dining
70
7'--o"
T-0"
51-01,
8% floor area
4% floor area
Kitchen
N.A.
N.A.
T-0"
51-0"
8% floor area
4% floor area
Bedroom
70
7'-0"
71-01'
51-01,
8% floor area
4% floor area
Bathroom
N.A.
N.A
T-0"
&-o"t
3 square feet
11/2 square feet
S e.se�ctlpns R303.1 & R303.3 for mechanical ventilation and artificial light
6?e, over plumbing fixtures.
Required heating (R303.8) V/ Floor surface noncombustible; sloped floor
(R309.3)
SANITATION (R306 and R307)
Water closet
Lavatory
Tub or shower
Kitchen area with sink
Sanitary sewer (Chapter 30)
-Private disposal (Appendix /)
GLAZING (R308)
Identification (R308.1)
Louvered windows or jalousies (R308.2)
uman impact loads/hazardous locations
R308.31R308.4)
Skylights and sloped glazing (R308.6)
GARAGES AND CARPORTS (R309)
No opening between garage and sleeping
room (R309. 1)
Opening protection (garage to residence);
13/8" solid wood doors, 20-minute fire -rated
doors (R309.1)
61��Penetrations (R309. 1. 1, R309.1.2)
Garage-clwelling separation; '/,"gypsum
board on garage side, except 5/,11 Type X re-
quired below habitable rooms (R309.2)
'Carport: . open two sides; noncombustible
floors; sloped floor (R309.4)
EG7(R310 - R312)
Basement and sleeping room window for
emergency escape: opening 5.7 square feet
(grade floor, 5 square feet), 24" net clear
height, 20" net clear width; maximum sill
height = 44" (R310.1 - R310.1.4)
Allkl' Window wells (R310.2)
Exit balconies (R311.2. 1)
Exit access or hallway �! 3' (R311.3)
One exit from each dwelling unit (R311.4. 1)
_j��At door *a PO" x 618") (R311.4.2)
Landings for doors (R311.4-3)
A)_LJa-_- Stairways; minimum width = 3'0"; maximum
stair rise = 7 3/411; minimum tread = 10" with
1/,11-11/411 nosing; minimum headroom = 6'8"
(R311.5)
Landings for stairways; minimum dimension
36" (R311.5.4)
Special stairways (R311.5.8)
Ramp slope (1:12 maximum) (R311.6)
Ramp landing, minimum 3'x 3'(R311.6.2)
Ramp handrails; one required if slope > 1:12
(R311.6.3)
-3-
BUILDING PLANNING (cont'd.)
EGRESS (cont'd.)
Under stair protection (R311.2.2)
Handrails; required on one side of stair, hand-
rail height = 3411 to 38"; Type I or Type 11 grip
(R311.5.6 - R311.5.6.3)
Stairway illumination (R303.6, R311.5.7)
Guards: required for porches, balconies,
ramps, open sides of stairs, or raised floor
surfaces > 30" above floor; 34"-36" minimum
guard height (R312. 1)
Opening limitations (R312.2)
SMOKE ALARMS (R313)
Location and interconnection (R313.2)
Power source (R313.3)
FOAM PLASTIC (R314)
*ik soe&bLabeling (R314.2)
Surface burning, thermal barrier, specific ap-
proval (R314.3 - R314.6)
DWELLING UNIT SEPARATION (R317)
Two-family dwellings: 1 -hour fire -resistance
rating (R317. 1)
Supporting construction (R317.1.1)
Townhouse: 2 hour exception (R317.2)
Continuity (R317.2. 1)
Townhouse parapet (R317.2.2)
Townhouse structural independence (R317.2.4)
Rated penetrations (R317.3)
MOISTURE VAPOR RETARDERS. (R318)
Required (R318. 1)
DECAY AND TERMITE AREAS (R319 and R320)
Protection required (Table R301.2(l), R319. 1,
R320. 1)
%3ikCnAQ& Quality mark (R319.2 and R320. 1. 1)
SITE ADDRESS (R321)
WAL CEILING F'NISH.(R315) WNVAPremises identification (R321. 1)
Slame spread (R315.1) ACCESS ILITY (R322)
moke-developed index (R315.2) ��Accessible dwelling units applicable (R322. 1)
INSULATION (R316)
Flame spread (R316.1)
Smoke -developed index (R316.1)
Attic (R316.4)
ELEVATORS/PLATFORM LIFTS (R323)
Referenced standards
FLOOD -RESISTANT CONSTRUCTION (R324)
General (R324. 1)
Hazard area and elevation requirements
(R324.2 and R324.3)
Design professional (R324.3.6)
FOUNDATIONS (Chapter 4)
MATERIALS (R402)
4-
Wood foundations (R402. 1)
Concrete, compressive strength (R402.2)
FOOTIN (R403)
Soil bearing value (R401.4, R403. 1)
Footing width (see page 5)
Footing edge thickness = 6" minimum; footing
projection = 2" minimum, but::� footing thick-
ness (R403. 1. 1)
rq A-1 Footings in SDC C or D (R403.1.2, R403.1.3
and R403.1.6. 1)
Depth below (outside) grade = 12" minimum;
but below frost line except for frost protected
footings. (R403.1.4, R403.1.4.1 and
R403.1.4.2)
Sill plate bolting in concrete/masonry = 1/211 di-
ameter bolts or as required for unbalanced fill
within 12" but not less than 7 bolt diameters
from corner, 7" embedment (R403.1.6, Table
R404.1(2))
N eFootings adjacent to slopes (R403.1.7)
m- Frost protected shallow foundations (R403.3)
FOUNDATION WALLS (R404 - R406)
Top reactions, support, anchor bolt spacing
[Tables R404. 1 (1) and R404.1(2)]
Masonry and concrete foundation walls
(R404. 1. 1, R404.1.2)
SDC D provisions (R404.1.4)
Maximum wall height [Tables R404. 1 (1) -
R404.1(3) and Tables R404. 1. 1 (1) -
R404.1.1(5)]
-4-
FOUNDATIONS (cont'd.)
TABLE R403.1
MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS finchesla
I LOAD -BEARING VALUE OF SOIL
1 1,500 2,000 3.000 4,000
Conventional light-fram
construction
I -story
12
12
12
12
2-story
15
12
12
12
3-story
23
17
12
12
4-inch brick veneer over light frame or 8-inch hollow concrete masonry
1-story
12
12
12
12
2-story
21
16
12
12
3-story
32
24
16
12
8-inch solid or fully arouted masonry
16
C -1�
7-2 _-8
12
=Story
29
12
3-story
42
32
21
16
For SI: I inch = 25.4 mm, I pound per square foot = 0.0479 kPa
a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12-inch nominal concrete masonry units is permitted.
FOU TION WALLS (cont'd.) COLUMNS (R407)
Maximum unbalanced fill height [Tables Pr tection from decay or corrosion (R407.1 and
R404. 1 (1) - R404.1(3) and Tables R404. 1. 1 (1) - ��407.2)
R404.1.1(5)]
Minimum nominal wall thickness [Tables Structural requirements (R407.3)
R404. 1 (1) - R404.1(3) and Tables R404. 1. 1 (1) - V Anchorage (R407.3)
R404.1.1(5)] . k� I / lq-- Wood columns (minimum 411 square) (R407.3)
V'_�Reinforcement size and spacing [Tables
R404.1.1(2) - R404.1.1(5)] Nil Steel columns (minimum 3" diameter, standard
I--,' weight) (R407.3)
- Height above finished grade (R404.1.6)
Sill plate size (R404.3)
Ah)4' Insulating concrete forms (ICF) (R404.4)
Drains required if habitable or usable spaces
are below grade* (R405)
Soil class (Table R405. 1)
A)/A -
H Dampproofing if basements are below grade*
. (R406. 1)
IV Waterproofing if high water table* (R406.2)
If uninhabitable, see under -floor space (R408)
WOOD JOISTS AND GIRDERS (R502)
Species and grade (R502. 1)
UNDER -FLOOR SPACE (R408)
Ventilation (R408.1 and R408.2)
Unvented crawl space (R408.3)
Access (R408.4)
Removal of debris (R408.5)
Finished grade (R408.6)
7"-Flood resistance (R408.7)
FLOORS (Ch t r 5)
Bearing (1.511 minimum on wood or metal; 3" on
masonry or concrete) and lapped joists (311)
(R502.6, R502.6. 1)
Joists - Sleepin areas, LL = 30 psf
[Table R502.3. I(M
Joists - Nonsleeping areas, LL = 40 psf
[Table R502.3.1(2)]
Cantilevered joists [Tables R502.3.3(l) and
R502.3.3(2)]
Girder spans and header spans for exterior
bearing walls [Table R502.5(l)]
Girder spans and header spans for interior
bearing walls [Table R502.5(2)]
Joists under bearing partitions (R502.4)
Lateral restraint and bridging (R502.7,
R502.7. 1)
Drilling and notching (R502.8)
Fastening (R502.9)
Framing of openings (R502.10)
Wood trusses (R502. 11)
Draftstopping (R502.12)
-5-
FLOORS (cont'd.)
LUMBER FLOOR SHEATHING (R503.1)
A11A-- Allowable span (Table R503. 1)
End joints (R503. 1. 1)
WOOD STRUCTURAL PANEL SHEATHING (R503.2)
MA -Grade (R503.2. 1)
Thickness (R503.2. 1)
Allowable spans [Tables R503.2. 1. 1(1) and
R503.2.1.1(2)]
Installation [Table 602.3(l)]
PARTICLEBOARD UNDERLAYMENT (R503.3)
Grade (R503.3. 1)
Thickness (R503.3.2)
Installation [Table R602.3(l)]
TREATED -WOOD FLOORS (ON GROUND) (R504)
Base course: 4" thick with maximum 3/41,
gravel or 1/2" crushed stone (R504.2. 1)
Moisture barrier: placed over base course
\1/t (R504.2.2)
Materials (R504.3)
STEEL FLOOR FRAMING (R505)
Cold -formed steel; applicability limits; in -line
framing (R505.1)
Structural framing (R505.2)
Material (R505.2. 1)
Identification (R505.2.2)
Corrosion protection (R505.2.3)
Fastening (R505.2.4)
4V7--Floor construction (R505.3)
CONCRETE FLOORS (ON GROUND) (R506)
Thickness: 31/2" minimum; Concrete strength
R506. 1)
V1___S'upport: prepared subgrade; maximum earth
fill = 8"; maximum sand or gravel fill = 24"
(R506.2. 1)
A)l - Base course: 4" graded with 21' maximum
:Za1g.,gregate (R506.2.2)
V
Vapor retarder (R506.2.3)
WALL CONSTRUCTION (Chapter 6)
GENERAL (R601)
esign (R601.2)
Component and cladding wind loads [Table
V"�W301.2(2)]
indows in windbome debris regions
(R301.2.1.2)
W��ONSTRUCTION (R602)
Construction [Figures R602.3(l) and
R602.3(2)]
Stud grade (R602.2)-Q
Exterior walls (R602.3)
tud spacing (R602uJ..J
.1nterior load -bearing walls (R6,02.4)
r
cgynbnterior nonbearing walls: 211 x 311 at 24" o.c.
or 211 x 4" flat at 1611 o.c. (R602.
Drilling and notching - studs (R602.go
rilling and notching - top plate (R602,.'2,4
Headers [Tables R502.5(l), R502.5(2),
R602.7.2 and Figure R602.7.2]
Fireblocking (R602.8)
Cripple walls (R602.9)
Wall bracing method (R602. 10. 1 and
rN ou--. 1 U.,5)
_&Lbwall bracing amount and location (Table
R602. 10. 1)
Wall bracing length (R602.10.4)
Wit SDC D (R602.10.9, R602.10.11 and R602.11)
STEEL WALL FRAMING (R603)
General (R603. 1)
Structural framing (R603.2)
Material (R603.2. 1)
Identification (R603.2.2)
Corrosion protection (R603.2.3)
Fastening (R603.2.4)
Wall construction (R603.3)
Headers (R603.6)
Structural sheathing (R603.7)
Of
WALL CONSTRUCTION (cont'd.)
SHEAT G (R604 and R605) INSULATING CONCRETE FORM WALL
A7Wood structural panels (R604) CONSTRUCTION (R611)
0 A- Particleboard (R605) General design (R611.1 and R611.2)
MASONRY CONSTRUCTION (R606 - R610) Type of I`CF wall design (R611.3 - R611.5)
to""� General design (R606) Construction requirements (R611.7 - R611.9)
SDC C and D (R606.12) CONVENTIONAL CONCRETE WALL CONSTRUCTION
Unit masonry (R607) (R612) Design basis (R612. 1)
Itiple wythe masonry (R608) WINDOWS & DOORS (R613)
Grouted masonry (R609) General; window sills-, performance; testing
Glass unit masonry (R610) i:W40a(nd labeling (R613.%-R613..3,Z
WALL COVERING (Chapter 7)
I& -
INTERIOR WALL COVERING (R702) Ivirl Wood shakes and shingles (R703.5)
A)[A-Plaster material (R702.2) Exterior plaster (R703.6)
Pla ter support (R702.2. 1) 1,U .. Stone & masonry veneer (R703.7 & Figure
A2 [ A' -
Gypsum board material (R702.3. 1) �703.7); Steel angle lintels-411 minimum bear-
ing each end (R703.7.3)
Gypsum board support, application and fas- Veneer ties: #9 U.S. gage wire or #22 U.S.
tening (R702.3.2 - R702.3.8) gage by 7/," corrugated metal; 24" o.c. maxi -
Ceramic tile (R702.4) mum horizontal spacing; 2.67 square feet
maximum area supported (wind > 30 psf and
QA- Other finishes (R702.5 and R702.6) SDC C or D, maximum area = 2 square feet)
EXTERIOR WALL COVERING (R703) (R703.7.4. 1)
Water -resistive barrier (R703.2) Z Flashing (R703.7.5 and R703. 8)
Exterior insulation finish systems (�703.9)
Wood siding (R703.3) 11
Fiber cement siding (R703. 10)
Attachment and minimum thickness -(Table
4tr1jR 703.4)
ROOF -CEILING CONSTRUCTION (Chapter 8)
GENERA (R801) Lateral support and bridging (R802.8)
Design (R801.2 and R801.3) Framing of openings (R802.9)
Component and cladding wind loads [Table ood trusses (R802. 10)
R301.2(2)] _3�<oof tie -down (R802. 11)
ROOF FRAMING (R802) CEILING JOISTS [Tables R802.4(l), R802.4(2)]
Fire -retardant -treated wood (R802.1.3) Without attic storage, LL = 1 Opsf
Framing details (R802.3) With attic storage LL 20psf
A) I A' Rafter tie (4' o.c.) (R802.3. 1) Spacing
Q& Collar ties (4' o.c., in upper third of attic) Species
(R802.3. 1) Grade
Aj 4f A-
P Purlins (2" x 4" at 4'o.c. minimum) Span
(Figure R802.5. 1, R802.5. 1) Size
Bearing (R802.6)
,4 Cutting and notching (R802.7)
Engineered wood products (R802.7.2)
-7-
ROOF -CEILING CONSTRUCTION (cont'd.)
[Tables R802.5.1(1) - R802.5.1(8)]
Ground snow load/LL = 20psf
Controlling design (LL or snow)
Ceiling attached/ceiling not attached
Spacing
Species
Grade
Span
Size
H,/HR; Adjustmentfactor
ROOF SHEATHING (R803.2)
rade
Thickness
FRTW allowable stresses/grading
�Ilowable spans [Table R503.2. 1. 1 (1)]
Irstallation (R803.2.3)
STEEL ROOF FRAMING (R804)
A .
General (R804. 1)
Structural framing (R804.2)
Material (R804.2. 1)
Identification (R804.2.2)
Corrosion protection (R804.2.3)
Fastening (R804.2.4)
Roof construction (R804.3)
Roof tie -down (R804.4)
ROOF TILATION (R806)
Ventilation requirements (R806. 1, R806.Z
R806.4)
ATTIC �Ap�,SS (R807)
to""' Access requirements (807.1)
INSULATION CLEARANCE (R808)
aiseld, nsulation requirements (R806.3, R808.1)
ROOF ASSEMBLIES (Chapter 9)
ROO:F��CSIFICATION (R902)
RC
Roof covering materials (R902.1)
WEATHER PROTECTION (R903)
lashing (R903.2)
Coping (R903.3)
Roof drainage (R903.4)
7 MATERI S (R904)
�!Compatibility; specifications; physical
characteristics; identification (R904.2 -
R904.4)
REQUIREMENTS FOR ROOF COVERINGS (R905)
WA11--Asphalt shingles (R905.2)
Clay and concrete tile (R905.3)
Metal roof shingles (R905.4)
Mineral -surfaced roll roofing (R905.5)
Slate and slate -type shingles (R905.6)
Wood shingles (R905.7)
Wood shakes (R905.8)
Built-up roofs (R905.9)
Metal roof panels (R905. 10)
AIIA- Modified bitumen roofing (R905.11)
Thermoset single -ply roofing (R905.12)
Thermoplastic single -ply roofing (R905.13)
Sprayed polyurethane foam roofing (R905.14)
Liquid -applied coatings (R905.15)
ROOF INSULATION (R906)
General (R906.1)
REROOFING (R907)
a I d-
N/M Materials and methods (R907. 1)
Structural support (R907.2)
Recover vs replace (R907.3)
CHIMNEYS AND FIREPLACES (Chapter 10)
MASONRY FIREPLACES (R1001) Spark arrestors (R1003.9. 1)
N
14—Construction (Figure R1001. I and Table Wall thickness; �: 41' (R1003. 10)
R1001.1) Flue lining - material/installation (R1003.11 and
SDC D reinforcing/anchorage (R1001.3 and R1003.12)
R1001.4) Multiple flues (R1003.13)
Firebox walls and dimensions (R1001.5 and
R1001.6)
Steel fireplace units (R1001.5. 1)
Lintel (noncombustible) (R1001.7)
Hearth extension material (R1001.9)
Hearth extension (R1001.10)
Fireplace clearance (R1001.11)
Mantel and trim (R1001.11)
Fireblocking (R1001.12)
MASONRY CHIMNEYS (R1 003)
Construction (Table R1001. I, R1003.Z
R1003.3, and Figure R1001. 1)
Corbelin (R1003.5)
9
Changes in dimension (R1003.6)
Additional load (R1003.8)
Termination (R1003.9)
Flue area (appliance) (R1003.14)
Flue area (masonry fireplace) (R1003.15)
Inlet (R1003.16)
Cleanout opening (R1003.17).
Chimney clearance (R1003.18)
Fireblocking (R1003.19)
Chimney crickets (R1003.20)
FACTORY -BUILT FIREPLACES (R1004)
Labeled and listed (R1004.1)
—W*Installation (R1004.2)
FACTORY -BUILT CHIMNEYS (R1 005)
M 971-isted and labeled (R 1005. 1)
Installation (R1005.3 and R1005.4)
EXTERIOR AIR SUPPLY (R1 006)
Intake size (R1006.2)
ENERGY EFFICIENCY* (Chapter 11)
mpliance; material and equipment
N1101.Z N1101.3)
Climate zone (Table N1101.2)
tl,.�
,.-Building envelope (NI102)
te
./" Mechanical systems (N1103)
*See energy conservation plan review record
MECHANICAL (Chapters 12-23)
,.-Appliance labeling (M130Z M1303)
Appliance access (M1305, M1401)
pp liance installation (M1307)
Heating and cooling equipment; heating
and cooling load calculations (Chapter 14)
'Exhaust systems (Chapter 15)
Duct systems (Chapter 16)
Combustion air (Chapter 17)
V—Chimney and vent location and terminations
(Chapter 10 and Chapter 18)
Special fuel -burning equipment (Chapter 19)
Boilers/water heaters (Chapter 20)
— Hydronic piping (Chapter 21)
— Special piping and storage systems (Chapter
22)
Solar systems (Chapter 23)
Penetrations of fire -resistance rated assem-
blies (R317.3)
M
FUEL GAS (Chapter 24)
Application (G2401.1)
General regulations (G2404)
Appliance location (G2406)
Air requirements (G2407)
Installation (G2408)
Clearances (G2409)
Electrical and electrical bonding (G2410,
G2411)
IZ5�ater service location and depth (P2603,
P'2604)
S�Sanitary and storm sewer location and depth
(P2603, P2604)
VPiping support (Table P2605.1)
Listed plastic materials (P2608)
X""; Plumbing fixtures (Chapter 27)
%/ Water heater size and location (Chapter 28)
A)/# --pipe sizing (G2413)
Piping materials (G2414)
Piping installation (G2415 and G2419)
Piping support (G2418 and G2424)
Valves, controls, connections (G2420, G2421
and G2422)
/Venting (G2425 - G2428)
Misc appliances (G2423, G2429 - G2453)
Water supply and distribution system design
and calculations (Chapter 29)
Drain, waste and vent pipe sizing and riser di-
agram (P3004, P3005, Chapter 31)
Sumps and ejectors (P3007)
Backwater valves (P3008)
Fixture traps (P3201)
Penetrations of fire -resistance rated assem-
blies (R317.3)
ELECTRICAL (Chapters 33-42)
Penetrations of fire -resistance rated assem- 2-��Feeder requirements and load calculations
blies (E3302.2) (E3604)
isted and labeled materials (E3303) Wiring methods (Chapter 37)
"i miant nnri location X-3501 Renuired liahtino and receotacle outlets
E3506)
V/111" S-ervice size and load calculations (E3502)
vailable fault current (E3506)
Li9!�:ystem grounding (E3507)
Required branch circuits (E3603)
(E3801, E3803)
Devices and lighting fixtures (Chapter 39)
—Appliance installation (Chapter 40)
Swimming pools (Chapter 41)
Class 2 remote -control, signaling and power -lim-
ited circuits (Chapter 42)
MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E)
Provisions adopted (R102.5)
- WL Compliance with Appendix E verified
RADON CONTROL MEASURES (Appendix F)
Provisions adopted (R102.5) W/4- Compliance with Appendix F verified
I
_10-
SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G)
—provisions adopted (R102.5) Nle Compliance with Appendix G verified
PATIO COVERS (Appendix H)
Provisions adopted (R102.5)
Compliance with Appendix H verified
PRIVATE SEWAGE DISPOSAL (Appendix 1)
Provisions adopted (R102.5)
NIA —Compliance with Appendix I verified
EXISTING BUILDINGS AND STRUCTURES (Appendix J)
Provisions adopted (R102.5)
—0:—Compliance with Appendix J verified
SOUND TRANSMISSION (Appendix K)
Provisions adopted (R102.5)
NOTES
Compliance with Appendix K verified
-11-
NOTES (cont'd.)
-12-
1; n1W,
St. Lucie, County Building &Zoning
2300 Virginia Ave
Fort Pierce, FL 34982
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
Wynne Development Corporation will be using the following sub -contractors for the
(Company/Individual Name)
project located at 6555 YEDRA
(Street address or Property Tax ID #)
It is understood that if there is any change of status regarding the participation of any of th� sub -contractors
listed below, I will immediately advise the Building and Zoning Department of St. Lucie County.
Trade
Name of Company/Coniractor
St. Lucie County/
State of Florida
License Number
Electrical
S & W Electric, Inc.
2045
ER0009,416-
Plumbing
Lindquist Plumbing & Su�_Ply ro-
191-90
CFC057672
HVAC/
Comfort Cont�ol of St- Lucie
A288
Mechanical
County, Inc...
CACO24 . 379
Roofing
Treasure Coast Roofincr,.LL,C
1-5496
RC29027087
Gas
PERMIT I n2Rg I.ISSUEDATE: I
NUMBER: 11
. y - --r - -
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
0
BMLDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: §204�,�,
State of Florida Certification Number (If applicable):
__11
�J C- le C6 1'C , X-n(
(Company Name'/Individual Name)
have aareed to be the
1:1
/E- c � ricq I sub -contractor for 'D
(Type of Trade) .0tinv), 'Vdy,,,�
(Primary Contractor)
for the project located at_ 6555 YEDRA
(Project Street Address or �Property Tax ID #)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor not*
C) ice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORIGINAL SIGNATURES ARE REQUIRED
I�WNATURE
P9 T �NAM�E��� IDARE-
Business Name:
Adaress:
City/State/Zip:
Phone:
email:
OFFICE USE ONT,V-
ST. LUCIE COUNTY PUBLIC WORKS
I t;4 BUILDING & ZONING DEPARTMENT
?
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. I,ucie County Contractor Certification Number: 19150
State of Florida Certification Number (Irapplicable):
. i
CFC057672
Lindquist Plumbing & Supply CO., Inc. have agreed to be the
(Company 'Name/Individual Name) '
Plumbing __sub -contractor for Wynne Development.. Corp.
(Type of"Frade) (Primary Cont.ractor)
for the project located at 655SYRDRA
(ProjJect Street Address or Property Tax ID
It is understood that" if there is any change of status regarding our participation with the
above mentioned project, I wil I Immediately advise the Buildino, and Zoning Department
of St- Lucie County by personally filing a Change of Contractor notice. (Forrn: SLCCDV
No. 004-00)
-BUSINESS QUALIFIER ("Name of the Individual sho-vvn on the Contractor-s License)
0RIGINAL SIGNATURES ARE REQUIRED
k3
Robert A. Case
SIGNATURE PRINT NAME DA E
Business Name: Lindquist Plumbing & Supply Co., Inc.
Address: 3185 Sneed Road
City/State/Zip:
Phone:
Fort Pierce, Fl. 34945
- (77 ) 461-1969 email:
OFFICE USE ONIN:
PERMIT # ISSUE DAT
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: . 8 2 8 8
State of Florida Certification Number (if applicable): CACO24379
Comfort Control of St. Lucie County, 1jafi;ive agreed tobe the
(Company Name/Individual Name)
air conditioning sub -contractor for Wynne Development- Onrpc) ation
(Type of Trade) (Primary Contractor)
for the project located at 6555 YEDRA
(Project Street Address or Property Tax ID.
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
1 0
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
I
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORIGINAL SIGNATURES ARE REOUTRED
Barry Zimmerman
PRINTNAME DATE
Business Comfort Control of St. Lucie County, Tric.
flafffen
Address:
City/State/Zip:
.Phone:
1501 Biltmore Stroet
P'ort Saint Lucie, FL 34983
772-785-9010 email:
1. OFFICE USE ONLY:
PERMIT ISSUE DAT
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: 19 4 9 6
State of Florida Certification Number (If applicable): 'RC29027087
Treasurg Cnast Roofing., T,T,C-' have agreed to be the
(Company Name/Individual Name)
roof ing sub-contractorfor Wynne Development Cor
(Type of Trade) (Primary Contractor)
for the project located at 6555 YEDRA
(Project Street Address or Property Tax ID #)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORIGINAL SIGNATURES ARE REQUIRED
'R-rian T_ Maloney
SIGNATU6/ PRINT NAME DATE
Business Name: Treasure Coast Roofing, LLC
Address: 1816SW Biltmore St.
City/State/Zip: Pc)rt St - Lucie, FL 14984
Phone: 772-34i—s3n email:
OFFICE USE ONLY:
PERMIT # ISSUE DATE
9T.'LUCIE COUNTY
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
772-462-1553
FILLED LANDS AFFIDAVIT
1, the undersigned, am the owner of the following described property: 6 5 5 � YEDRA
#006-111-0001-00010; 617 34 '19 all tbat part lying
(Tax ID/Legal description/Address) northeasterly of 1-95
for which I have applied to St. Lucie County for a Final Development Permit. In accepting
this Final Development Permit, BP Number I acknowledge that as owner of
the above described property, and in accordance with Section 7.04.01 (D), St. Lucie County
Land Development Code, I shall be responsible for assuring adequate drainage so that the
immediate community WILL NOT be adversely affected. I further acknowledge that in
granting this permit for the development of this property, St. Lucie County is neither obliged
nor liable to providelor, or ma . intain in any form, adequate drainage off my property which
will not adversely affect the immediate community.
Matthew Lyle Wynne
Property Owner Name
Property Owner Signature Date
STATE OF FLORIDA, COUNTY OF St. Lucie
ACKNOWLEDGED BEFORE ME THIS DAY I OF 20-LQ
By Matthew Lyle W)znnL- WHO I;P:�ERSONALLY KNOW 0 ME OR WHO HAS PRODUCED
_�O
AS IDENTIFICATION.
y
SIGNATURE OF NOTARY
NOTARY PUBLIC TITLE
TYPE OR PRINT NAME OF NOTARY
(SEAL)
COMMISSION NUMBER
DOROTHY ANN HAMER
'XkP8 P84 fo,
Q'ico" - State of Floridja
J,
Notary Public
My Comm. Expires Oct 2, 2012
�W- Commission # DO 827096
Bonded Through National Notary Assn.
ONZ
Z�S� 11 1 HV-1-8
8 HNO
sgols
, F) Paw N 0 Vq,.'-g C,3, , �j i !m
FORM I'J OOA-68
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs Residential Performance Method A
.1% . f_\ - -
- : - , TM - \
Pwject Name: f. r-cTvr=
Builder Name: WAYNNE
Street:
"3498
Permit Office:
City, State, Zip: RT PIERCE 'eFSL ,
Permit Number:
Owner:
Jurisdiction:
Design Location: FL, Fort Pierce
1. New construction or existing New (From Plans)
9. Wall Types
Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior
R=4.1 1318.80 ft2
b. Face Brick - Wood, Exterior
R=1 1.0 204.00 ft'
3. Number of units, if multiple family 1
c. NIA
R= ft2
4. Number of Bedrooms 2
d. NiA
R= ft2
5. Is this a worst case? No
10. Ceiling Types
Insulation Area
6. Conditioned floor area (ft2) 1451
a. Under Attic (Vented)
R=30.0 1452.00 ft2
b. N/A
R= ft2
7. Windows Description Area
c. N/A
R= ft2
a. U-Factor: SgI, default 134.58 ft2
SHGC: Tinted, default
11. Ducts
b. U-Factor: N/A ft2
a. Sup: Attic Ret: Attic AH: Attic Sup.
R= 6, 75 ft2
SHGC:
12. Cooling systems
c. U-Factor: N/A ft2
a. Central Unit
Cap: 30.0 kBtu/hr
SHGC:
SEER: 14
d. U-Factor: N/A ft2
13. Heating systems
SHGC:
a. Electric Heat Pump
Cap: 30.0 kBtu/hr
e. U-Factor: N/A ft2
HSPF: 8.2
SHGC:
14. Hot water systems
8. Floor Types Insulation Area
a. Electric
Cap: 40 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ft2
EF: 0.9
b. N/A R= ft2
b. Conservation features
q. N/A R= ft2
None
15. Credits
Pstat
Glass/Floor Area: 0.093 Total As -Built Modified Loads: 27.22
PASS
Total Baseline Loads: 31.91
I hereby certify that the plans and specifications covered by
this calculation are in compliance with the Florida Energy
Code.
Review of the plans and
specifications covered by this
indicates
PAREP�
DATE
)/E
calculation compliance
with the Florida Energy Code.
B d
efore cons/truction is complete
this bui*g will be inspected for
Wj
I fiereby certify that this bu" ing, as designed, i's in c iance
with the Florida Energy de.
comp)4nce with Section 553.908
F1 'da Statutes.
OWNER/AGE14T:_
BUILDING OFFICIAL:
DATE: ------
DATE:
56/2010 8:45 PM
EnergyGauge@) USA - FlaRes2008
Page I of 5
PROJECT
Title:
WYNNECARLETONPERF61 Bedrooms: 2
Adress Type:
Street Address
Building Type:
FLAsBuilt
Conditioned Area: 1451
Lot #
Owner:
Total Stories: I
SubDivision:
# of Units:
1
Worst Case: No
PlatBook:
.Builder Name:
WAYNNE'
Rotate Angle: 0
Street:
Permit Office:
Cross Ventilation: No
County:
ST. LUCIE
Jurisdiction:
Whole House Fan: No
City, State, Zip:
FORT PIERCE,
Family Type:
Single-family
FL, 34983
NewlExisting:
New (From Plans)
Comment:
CLIMATE
V
IECC Design Temp
Int Design Temp Heating Design Daily Temp
Design Location
TMY Site Zone 97.5%
2.5%
Winter Summer Degree Days Moisture Range
FL, Fort Pierce FL—ST—LUCIE—CO—INTL 2 39
90
75 70 722
62 Low
FLOORS
V#
Floor Type
Perimeter R-Value
Area
Tile Wood Carpet
1
Slab -On -Grade Edge Insulatio 151.5 ft 0
1451.3 f12
0 0 1
ROOF
V
Roof Gable
Roof
Solar Deck
#
Type Materials- Area - Area
Color
Absor. Tested Insul..
- Pitch.
1
Hip
Metal 1530 f12 0 ft2 Medium
0.88 N 0
18.4 deg
ATTIC
#
Type
Ventilation Vent Ratio (I in)
Area RBS IRCC
Full attic
Vented 300
1452 f12 N N
CEILING
V#
Ceiling Type
R-Value
Area
Framing Frac
Truss Type
Under Attic (Vented)
30
1452 ft2
0.1
Wood
WALLS
y #
Ornt Adjacent To
Wall Type
Cavity
R-Value
Sheathing
Area R-Value
Framing Solar
Fraction Absor.
1
N Exterior
Concrete Block - Int Insul
4.1
489.21 ft2 0
0 0.8
2
E Exterior
Concrete Block - Int Insul
4.1
148 ft2 0
0 0.8
3
S Exterior
Concrete Block - Int Insul
4.1
301.33 f12 0
0 0.8
4
S Exterior
Concrete Block - Int Insul
4.1
64 f12 0
0 0.8
5
W Exterior
Concrete Block - Int Insul
4.1
316.31 ft2 0
0 0.8
6
S Exterior
Face Brick - Wood
11
204 f12 0
0.25 0.8
5/5/2010 8:45 PM EnergyGauge@) USA - FlaRes2008 Page 2 of 5
DOORS
Ornt
Door Type
Storms U-Value
Area
E
Wood
None 0.6
21 ft2
WINDOWS
Orientation shown is the entered, asBuilt orientation.
IV/ #
Ornt Frame
Overhang
Panes NFRC U-Factor SHGC Storms Area Depth Separation
Int Shade
Screening
I
2
3
4
5
6
N Metal
N Metal
E Metal
S Metal
W Metal
W Metal
Single (Tinted)
Single (Tinted)
Single (Tinted)
Single (Tinted)
Single (Tinted)
Single (Tinted)
No 1.3 0.64 N 20 ft' 1 ft 0 in 0 ft 6 in
No 1.3 0.64 N 19.58333 1 ft 0 in 0 ft 6 in
No 1.3 0.64 N 20 ft2 6 ft 0 in 0 ft 6 in
No 1.3 0.64 N 6 ft2 1 ft 0 in 0 ft 6 in
No 1.3 0.64 N 39 ft' 10 ft 0 in 0 ft 6 in
No 1.3 0.64 N 30 ft2 1 ft 0 in 0 ft 6 in
HERS 2006
HERS 2006
HERS 2006
HERS 2006
HERS 2006
HERS 2006
None
None
None
None
None
None
INFILTRATION & VENTING
Method
---- Forced Ventilation -- Run Time
SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction
Fan
Wafts
Default
0.00036 1370
7.08 75.2 141.5 0 cfm 0 cfm
0
0
GARAGE
V
Floor Area
Ceiling Area
Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
.382:8 ft2
382.8 ftF
64 ft 8 ft
(invalid)
COOLING SYSTEM
System Type
Subtype
Efficiency Capacity Air Flow SHR
Ducts
1
Central Unit
None
SEER: 14 30 kBtu/hr cfm
0.7
sys#1
HEATING SYSTEM
#
System Type
Subtype
Efficiency Capacity Ducts
1
Electric Heat Pump None
HSPF: 8.2 30 kBtu/hr sys#1
HOT WATER SYSTEM
#
System Type
EF Cap Use SetPnt
Conservation
Electric
0.9 40 gal 50 gal 120 deg
None
SOLAR HOT WATER SYSTEM
V FSEC
Cert #
Company Name
Collector
System Model # Collector Model # Area
Storage
Volume FEF
None
None
ft2
5/512010 8:45 PM EnergyGauge@ USA - FlaRes2008 Page 3 of 5
DUCTS
V
Supply ----
---- Return ---
Air
Percent
# Location R-Value Area
Location
Area
Leakage Type
Handler
CFM
25
Leakage
QN
RLF
Attic
6 75 ft2
Attic
15 ft2
Default Leakage
Attic
(Default)
(Default) %
4
TEMPERATURES
Prograrnable Thermostat: Y
Ceiling Fans:
Cooling Jan
Heating Jan
RXI
F b
F:b
RXI
JXXJ Mar
Mar
IX
Xj Apr
A pr
Xj M
ay
IX May
X1 Jun
Jun
IX
Jul
IXXI Jul
Aug
�X Aug
JXXI Sep
Sep
Xj Oct
JX Oct
Noovv
N
D:c
Venting X Jan
Feb
X Mar
X Apr
X May
X Jun
X Jul
x Aug
XI
x Sep
x Oct
JXX]
X Nov
IXXJ D c
X Dec
Thermostat Schedule:
HERS 2006 Reference
Hours
Schedule Type
1
2
3
4
5
6
7
8
9
10
11
12
Cooling (WD)
AM
PM
78
80
78
80
78
78
78
78 ..78
'78
78
so
80
80
80
78
78
78
78
78
78
78
78
78
Cooling (WEH)
AM
PM
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
Heating (WD)
AM
PM
66
68
66
68
66
68
66
66
68
68
68
68
68
68
68
68
68
68
68
68
68
68
66
66
Heating (WEH)
AM
PM
66
68
66
68
66
66
66
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
66
66
5/5/2010 8:45 PM EnergyGauge@) USA - FlaRes2008 Page 4 of 5
FORM 11 00�-08
Code Compliance Cheklist
Residential Whole Building Performance Method A - Details
IADDRESS: PERMIT #:
FORT PIERCE, FL, 34983
INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS -
SECTION
_TMaximum:
REQUIREMENTS FOR EACH PRACTICE
CHECK
Exterior Windows & Doors
N1106.AB.1.1
.3 cfm/sq.ft. window area; .5 cfm/sq:ft. door area.
Exterior & Adjacent Walls
N1106.AB.1.2.1
Caulk, gasket, weatherstrip or seal between: windows/doors &
frames, surrounding wall; foundation & wall sole or sill plate; joints
between exterior wall panels at corners; utility penetrations;
between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is
installed that extends from, and is sealed to, the foundation to the
top plate.
Floors
N1 106.AB.1.2.2
Penetrations/openings > 1/8" sealed unless backed by truss or
joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier
is installed that is sealed to the perimeter, penetrations and seams.
Ceilings
N1106.AB.1.2.3
Between walls & ceilings; penetrations of ceiling plane to top floor;
around shafts, chases, soffits, chimneys, cabinets sealed to
continuous air barrier; gaps in gyp board & top plate; attic access.
EXCEPTION: Frame ceilings where a continuous infiltration barrier
is installed that is sealed at the perimeter, at penetrations and
seams.
Recessed Lighting Fixtures
N 1 106.AB. 1.2.4
Type IC rated with no penetrations, sealed; or Type IC or non -IC
rated, installed inside a sealed box with 1/2" clearance & 3" from
insulation; or Type IC with < 2.0 cfm from conditioned space,
tested.
Multi -story Houses -
N1106.AB.1.2.5
-Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts
N I 106.AB. 1.3
Exhaust fans vented to outdoors, dampers; combustion space
heaters comply with NFPA, have combustion air.
OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS
SECTION
REQUIREMENTS
CHECK
Water Heaters
N1112.AB.3
Comply with efficiency requirements in Table N I 12.ABC.3. Switch
or clearly marked circuit breaker (electric) or cutoff (gas) must be
provided. External or built-in heat trap required.
Swimming Pools & Spas
N 111 2.AB.2.3
Spas & heated pools must have covers (except solar heated).
Non-commercial pools must have a pump timer. Gas spa & pool
heaters must have a minimum thermal efficiency of 78%.
Heat pump pool heaters shall have a minimum COP of 4.0.
Showerheads
N1 1 12.AB.2.4
Water flow must be restricted to no more than 2.5 gallons per
minute at 80 PSIG.
Air Distribution Systems
N1 1 10.AB
All ducts, fittings, mechanical equipment and plenum chambers
shall be mechanically attached, sealed, insulated and installed in
accordance with the criteria of Section N 111 O.AB.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls
N1107.AB.2
Separate readily accessible manual or automatic thermostat for
each system.
Insulation
N1 104.AB.1
Ceilings -Min. R-1 9. Common walls -frame R-1 1 or CBS R-3 both
NI 102.B.1.1
sides. Common ceiling & floors R-1 1.
5/512010 8:45 PM EnergyGauge@ USA - FlaRes2008 Page 5 of 5
ENERGY
PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 85
The lower the EnergyPerformance Index, the more efficient the home.
FORT PIERCE, FL, 34983
1 New construction or existing
New (From Plans) 9. Wall Types Insulation
Area
2. Single family or multiple family
Single-family a. Concrete Block - Int Insul, Exterior R=4.1
1318.80 fl:2
3. Number of units, if multiple family
1 b. Face Brick - Wood, Exterior R=1 1.0
204.00 ft2
4. Number of Bedrooms
c. N/A R=
2 d. N/A
ft2
R=
ft2
5. Is this a worst case?
No 10. Ceiling Types Insulation
Area
6. Conditioned floor area (ft)
1451 a. Under Attic (Vented) R=30.0
1452.00 ft'
7. Windows- Description
Area b. N/A R=
ft2
a. U-Factor: SgI, default
134.58 f12 c. N/A R=
ft2
SHGC: Tinted, default
11. Ducts
b. U-Factor: N/A
ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ftz
SHGC:
12. Cooling systems
c. U-Factor: N/A
ft2 a. Central Unit Cap: 30.0
kBtu/hr
SHGC:
SEER: 14
d. U-Factor: N/A
ft2
. SHGC:
13. Heating systems
e. U-Factor: N/A
ft2 a. Electric Heat Pump Cap: 30.0 kBtu/hr
SHGC:
HSPF: 8.2
8. Floor Types Insulation Area 14. Hot water systems
a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ft2 a. Electric Cap:
40 gallons
b. N/A R=
ft2
EF: 0.9
u. N/A R=
f12 b. Conservation features
None
15. Credits
Pstat
I certify that this home has complied with the Florida Energy E
Construction through the above energy saving features which
in this home before final inspection. 05th��ise, a new EP
based on installed Code compliqpt-jeIgIV6s.
Builder Signature:
Address of New Home:
fficie94 Code for Building
wi e installed (or exceeded)
3play Card will be completed
Date: -A,
City/FL Zip:
Q (ZQ Vc\_
*Note: The home's estimated Energy Performance Index is only available through the EnergyGa'uge USA -
FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home
may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at
(321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified
Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the
Department of Community Affairs at (850) 487-1824.
*'*Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2. 1.1 of Appendix G
of the Florida Building Code, Residential, if not DEFAULT.
EnergyGauge@) USA - FlaRes2008
It
W
+�_wrlg�'h'tsoft, Project Summary Job:
Date: APRIL28,2010
Entire House By: PATRICIA ZIMMERMAN
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofs[c.com
For: -e'R';Fell PERFEC - Mt*-6-4-, WYNNE BUILDING CORP.
F61��'P_IE"R'CE, FL 34983
Notes: Gl:;zsl�; N-4 &_9
1. � --W
01'
Weather:
Fort Pierce, FL, US
Winter Design Conditions
Summer Design
Conditions
Outside db
42
'F
Outside db
90
'F
Inside db
70
'F
Inside db
75
'F
Design TD
28
'F
Design TD
15
'F
Dally.range
L
Re a ive Idity
50
%
Moisture i f rence
61
gr/lb
Heating Summary
Sensible Cooling Equipment Load
Sizing
Structure
17945
Btuh
Structure
18521
Btuh
Ducts
2467
Btuh
Ducts
3214
Btuh
Central vent (31 cfm)
969
Btuh
Central vent (31 cfm)
519
Btuh
Humidification
0
Btuh
Blower
0
Btuh
pipipg
0
Btuh
Equipment load
21381
Btuh
Use manufacturer's data
n
Rate/swing multiplier
0.95
Infiltration
Equipment sensible load
21141
Btuh
Method
Construction quality,
Fireplaces
Area (ft2)
Volume (ft3)
Air changes/hour
Equiv. AVF (cfm)
Simplified
Average
0
Heating
Cooling
1452
1452
12652
12652
0.45
0.23
95
49
Heating Equipment Summary
Make Carrier
Trade BASE 13 PURON HP
Model 25HBB330
ARI ref no. 3252981
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
8.2 HSPF
30000
Btuh @ 47'F
27
'F
1000
Cfrn
0.049
cfm/Btuh
0
in H20
Latent Cooling Equipment Load Sizing
Structure
2826
Btuh
Ducts
1002
Btuh
Central vent (31 cfm)
1316
Btuh
Equipment latent load
5144
Btuh
Equipment total load
26285
Btuh
Req. total capacity at 0.70 SHR
2.5
ton
Cooling Equipment Summary
Make Carrier
Trade BASE 13 PURON HP
Cond 25HBB330
Coil FX4CNF030
ARI ref no. 3252981
Efficiency
11.5 EER, 14 SEER
Sensible cooling
21000
Btuh
Latent cooling
9000
Btuh
Total cooling
30000
Btuh
Actual air flow
1000
cfm
Air flow factor
0.046
cfm/Btuh
Static pressure
0
in H20
Load sensible heat
ratio 0.81
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\VVYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1
+ w- rightsaft. Load Short Form Job:
Date: APRIL 28,2010
Entire House By: PATRICIA ZIMMERMAN
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: cornfortcontrolofs1c.corn
"PW �W_ :g' - - n — - -, i -
'I
-C - . ___ .
�g
Pit 010, 01 SWI, I
Htg CIg Infiltration
Outside db (OF) 42 90 Method Simplified
Inside db (OF) 70 75 Construction quality Average
Design TD (OF) 28 15 Fireplaces 0
Daily range - L
Inside humidity 1(%) 30 50
Moisture difference (gr/lb) 1 61
HEATING EQUIPMENT
Make
Carrier
Trade
BASE 13 PURON HP
Model
25HBB330
ARI ref no.
3252981
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
8.2 HSPF
30000
Btuh @ 47'F
27
OF
1000
cfm
0.049
cfm/Btuh
0
in H20
COOLING EQUIPMENT
Make Carrier
Trade BASE 13 PURON HP
Cond 25HBB330
Coil FX4CNF030
ARI ref no. 3252981
Eff iciency 11.5 EER, i4 SEER
Sensible cooling
21000
Btuh
Latent cooling
9000
Btuh
Total cooling
30000
Btuh
Actual air flow
1000
cfm
Air flow factor
0.046
cfm/Btuh
Static pressure
0
in H20
Load sensible heat ratio
0.81
ROOM NAME
Area
(ft2)
Htg load
(Btuh)
Clg load
(Btuh)
Htg AVF
(Cfm)
Cig AVF
(Cfm)
FOYER
60
1153
708
56
33
GRT RM/DINING
509
7608
7096
373
326
LAUNDRY
46
921
1864
45
86
KITCHEN
150
395
3487
19
160
MS BATH
53
1011
577
50
27
MS CLOSET
70
78
157
4
7
MSBDRM
252
4186
5360
205
247
HALL
18
19
39
1
2
BATH
45
521
250
26
12
BDRM 2
194
3594
1799
176
83
h)IAC-rC:0 I AX/
En-
f)lnc
nno
—
—
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
4++-- Right -Suite@ Universal 7.1.16 RSU05664 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1
Entire House p
1451
20412
21734
1000
1000
Other equip loads
969
519
Equip. @ 0.95 RSM
21141
Latent cooling
5144
-M-r A I C
4AC4
nA 1304
nn_nn�
A^^^
— __ I -t') 1 4 11ju I e-ull-uli I VUtj i UUU
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2
+"wrightsoft' Right-JO Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofs1c.com
Job:
Date: APRIL 28,2010
By: PATRICIA ZIMMERMAN
I
Room name
Entire House
FOYER
2
Exposed wall
151.5 ft
6.0 ft
3
Ceiling height
8.7 ft p
8.0 ft heat/cool
4
Room dimensions
6.0 x 10.0 ft
5
Room area
1451.3 ft2
60.0 ft2
Ty
Construction
U-value
Or
HTIVI
Area (ft�
Load
Area (ft2)
Load
number
(Btuh/W�*F)
(Btuh/ft2)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/PIS
Heat
Cool
G.ross
NIP/S
Heat
Cool
6
WL.G
12C-0sw
0.091
n
2.55
2.18
487
448
1141
978
0
0
0
0
1A-r1ob
1.080
n
30.24
23.54
40
0
1197
932
0
0
0
0
w
12C-Osw
0.091
e
2.55
2.18
148
107
273
234
48
27
69
59
i A-rlob
1.080
e
30.24
26.27
20
18
605
525
0
0
0
0
11jo
0.600
e
16.80
17.40
21
21
353
365
21
21
353
365
W.
L-G
12C-Osw
0.091
S
2.55
2.18
301
295
752
644
0
0
0
0
1A-,l.m
1.270
s
35.56
26.39
6
6
213
158
0
0
0
0
W
13A-5ocs
0.125
s
3.50
2.22
64
64
224
142
0
0
0
0
w
12C-Osw
0.091
w
2.55
2.18
315
246
627
537
0
0
0
0
E:2
A-r1omd
11
1.270
w
35.56
26.39
39
39
1387
1029
0
0
0
0
D-c2ow
0.570
w
15.96
59.58
30
2
479
1788
0
0
0
0
R
L-D
1213-0bw
0.097
-
2.72
0.85
204
188
510
160
80
80
217
68
11DO
0.390
n
10.92
11.31
16
16
177
184
0
0
0
0
C
1613-30ad
0.032
0.90
1.68
1395
1395
1250
2344
60
60
54
101
C
16C-19al
0.049
1�37
2.08
56
56
77
117
0
0
0
0
F
22A-tph
1.358
38.02
0.00
1451
152
5761
0
60
6
228
0
6
c) A ED excursion
3063
-2
Envelope loss/gain
15025
13201
921
592
12
a) Infiltration
2920
800
107
29
b) Room ventifation
0
0
0
0
13
Internal gains: Occupants @ 230
4
920
0
0
Appliances @ 1200
3
3600
0
0
I
Subtotal (lines 6 to 13)
17945
18521
1027
621
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
S ubtotal
17945
18521
1027
621
1 5
Duct loads
14%
18%
2467
3214
12%
14%
125
87
Total room load
20412 j
217341
1
-
1153
7708
08
Air required (cfm)
1000
1000
561
33
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right-SuiteO Universal 7.1.16 RSU05864 201 O-M ay-05 20:35:12
E:\W--rghts'oft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = M.18 Orientation = E Page 1
rightsoft, Right-J@ Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfort cont rolofs Ic. com
Job:
Date: APRII-28,2010
By: PATRICIA ZIMMERMAN
1
Room name
GRTRM/DINING
LAUNDRY
2
Exposed wall
46.5 ft
6.5 ft
3
Ceiling height
9.8 ft heat/cool
8. 0 ft heat/cool
4
Room dimensions
1.0 x 509.0 ft
7.0 x 6.5 ft
5
Room area
509.0 ft2
45.5 ft2
Ty
Construction
U-value
Or
TIVI
Area (ft2)
Load
Area (W)
Load
number
(Btuh/ft2L-F)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(13tuh)
ol
G ross
N/P/S
Heat
Cool
G ross
N/P/S
Heat
Cool
6
W,
L-G
12C-Osw
0.091
n
2.55
2.18
260
220
561
481
0
0
0
0
IA-riob
1.080
n
30.24
23.54
40
0
1197
932
0
0
0
0
W
12C-Osw
0.091
e
2.55
2.18
0
0
0
0
0
0
0
0
i A-rlob
1.080
e
30.24
26.27
0
0
0
0
0
0
0
0
11jo
0.600
e
16.80
17.40
0
0
0
0
0
0
0
0
T-G
12C-Osw
0.091
s
2.55
2.18
0
0
0
0
52
52
132
114
1A-r1orn
1.270
s
35.56
26.39
0
0
0
0
0
0
0
0
W
13A-5ocs
0.125
s
3.50
2.22
0
0
0
0
0
0
0
0
W
12C-Osw
0.091
W
2.55
2.18
196
157
400
343
0
0
0
0
1A-r1omd
1.270
w
35.56
26.39
39
39
1387
1029
0
0
0
0
1 D-c2ow
0.570
w
15.96
59.58
0
0
0
0
0
0
0
0
R
L-D
1213-0bw
0.097
-
2.72
0.85
0
0
0
0
56
40
108
34
11DO
0.390
n
10.92
11.31
0
0
0
0
16
16
177
184
C
1613-30ad
0.032
0.90
1.68
509
509
456
855
46
46
41
76
C
16C-19a[
0.049
1.37
2.08
0
0
0
0
0
0
0
0
F
22A-tph
1.358
38.02
0.00
509
47
1768
0
46
7
247
0
6-
c) AED excursion
1847
-5
Envelope loss/gain
5769
5487
706
403
12
a) Infiltration
1012
277
115
32
b) Room ventilation
0
0
0
0
13
1 ntemal gains: Occupants @ 230
2
460
0
0
Appliances @ 1200
0
0
1
1200
Subtotal (lines 6 to 13)
6780
6224
821 j
1634
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
6780
6224
821
1634
15
Duct loads
12%
14%
827
873
12%
14%
100
229
Total room load
76081
7096
921
1864
Air required (cfm)
37 3
326]
45
86
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Xf,
'-& -61-4- Right-SuiteO Universal 7.1.16 RSU05864 2010-May-05 20:35:12
EAWrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2
It wrightsoft, ffight-J@ Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com
Job:
Date: APRIL 28,2010
By: PATRICIA ZIMMERMAN
1 Room name
KITCHEN
IVIS BATH
2 Exposed wall
0 ft
7.5 ft
3 Ceiling height
8.0 ft heat/cool
8.0 ft heat/cool
4
Room dimensions
1.0 x 150.0 ft
7.0 x 7.5 ft
5
Room area
150.0 ft2
52.5 ft'
Ty
Construction
U-value
Or
HTIVI
Area (M
Load
Area (ft)
Load
number
(Btuh/W�-*F)
(Btuh/ft2)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
G ross
N/P/S
Heat
Cool
6
W
L-G
1 2C-Osw
0.091
n
2.55
2.18
0
0
0
0
0
0
0
0
A-r1ob
1.080
n
30.24
23.54
0
0
0
0
0
0
0
0
12C-Osw
0.091
e
2.55
2.18
0
0
0
0
0
0
0
0
T-D
1A-r1ob
1.080
e
30.24
26.27
0
0
0
0
0
0
0
0
11
11.10
0.600
e
16.80
17.40
0
0
0
0
0
0
0
W.
L-G
12C-Osw
0.091
s
2.55
2.18
0
0
0
0
60
54
138
118
1A-rl.m
1.270
s
35.56
26.39
0
0
0
0
6
6
213
158
W
13A-5ocs
0.125
s
3.50
2.22
0
0
0
0
0
0
0
0
W
12C-Osw
0.091
w
2.55
2.18
0
0
0
0
0
0
0
0
Et
1A-rlomd
1.270
w
35.56
26.39
0
0
0
0
0
0
0
0
ID-c2ow
0.570
w
15.96
59.58
0
0
0
0
0
0
0
0
R
12B-Obw
0.097
-
2.72
0.85
68
68
185
58
0
0
0
0
L-D
11D0
0.390
n
10.92
11.31
0
0
0
0
0
0
0
0
C
1613-30ad
0.032
0.90
1.68
150
150
134
252
53
53
47
88
C
16C-19al
0.049
1.37
2.08
0
0
0
0
0
0
0
0
F
1
22A-tph
-
1.358
38.02
0.00
150
0
0
0
53
8
285
0
6
-
c) A ED excursion
-8
30
Envelope loss/gain
319
302
683
394
12
a) Infiltration
0
0
133
36
b) Room ventilation
0
0
0
0
13
1 ntemal gains: Occupants 230
0
0
0
0
Appliances 1200
2
2400
0
0
Subtotal (lines 6 to 13)
319
2702
816
431
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
319
2702
816
431
15
Duct loads
24%
29%
76
785
24%
34%
195
146
Total room load
1
395
34871
1011'
57�7
Air required (cfm)
19
160
j
5(
27
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wr ghtsoft HVAC\Wynne C orp\WYN N ECAR LETON PER F61. rrp Calc=MJB Orjentation=E Page 3
r F- wrightsoft, Right -A) Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com
Job:
Date: APRIL 28,2010
By: PATRICIA ZIMMERMAN
I Room name
IVIS CLOSET
IVIS BDRM
2 Exposed wall
0 ft
39.5 ft
3 Ceiling height
8.0 ft heat/cool
8.5 ft heat/cool
4 Room dimensions
7.0 x 10.0 ft
14.0 x 18.0 ft
5 Room area
70.0 ft2
252. 0 ft2
Ty
Construction
U-value
0 r
HTIVI
Area (ft2)
Load
Area (ft�
Load
number
(Btuh/ftl-*F)
(Bt /w)
or perimeter (ft)
(Bt h)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/PIS
Heat
Cool
--
6
WL_G
12C-Osw
0.091
n
2.55
2.18
0
0
0
0
64
64
162
139
IA-rlob
1.080
n
30.24
23.54
0
0
0
0
0
0
0
0
W,
12C-Osw
0.091
e
2.55
2.18
0
0
0
0
0
0
0
0
L�g
A-r1ob
111jo
1.080
e
30.24
26.27
0
0
0
0
0
0
0
0
11
0.600
e
16.80
17.40
0
0
0
0
0
0
0
0
T-G
2C-Osw
11A-r1orn
0.091
s
2.55
2.18
0
0
0
0
153
153
390
334
1.270
s
35.56
26.39
0
0
0
0
0
0
0
0
W
13A-5ocs
0.125
s
3.50
2.22
0
0
0
0
0
0
0
0
W
12C-Osw
0.091
w
2.55
2.18
0
0
0
0
119
89
227
194
Ej
1A-r1omd
1.270
w
35.56
26.39
0
0
0
0
0
0
0
0
1 D-c2ow
0.570
w
15.96
59.58
0
0
0
0
30
2
479
1788
PL
1213-0bw
0.097
-
2.72
0.85
0
0
0
0
0
0
0
0
D
11DO
0.390
n
10.92
11.31
0
0
0
0
0
0
0
0
C
1613-30ad
0.032
0.90
1.68
70
70
63
118
252
252
226
423
C
16C-19al
0.049
1.37
2.08
0
0
0
0
0
0
0
0
F
22A-tph
1.358
38.02
0.00
70
0
0
0
252
40
1502
0
6
c) AED excursion
0
1158
Envelope loss/gain
63
117
2986
4037
12
a) Infiltration
0
0
745
204
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
2
460
Appliances @ 1200
0
0
0
0
Subtotal (lines 6 to 13)
63
117
3731
4701
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
S ubtotal
63
117
3731
4701
1 5
Duct loads
24%
34%
15
40
12%
14%
455
659
Total room load
78
157
4186
5360
Air required (cfm)
1
1
4
7
1
205
247
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right-Suite(D Universal 7.1.16 RSU05864
201 0-M ay-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 4
+"WrIghisoft, Right-J@ Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE BILTIVIORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com
Job:
Date: APRIL 28, 2010
By: PATRICIA ZIMMERMAN
1
Room name
HALL
BATH
2
Exposed wall
0 ft
5. 0 ft
3
Ceiling height
8.0 ft heat/cool
B. 0 ft heat/cool
4
Room dimensions
3.5 x 5.0 ft
9.0 x 5.0 ft
5
Room area
17.5 ft2
45.0 ft2
Ty
Construction
U-value
Or
HTIVI
Area (ft�
Load
Area (ft�
Load
number
(Btuh/W�-*F)
(Bt fft�
or perimeter (ft)
(Bt h)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
G ross
N/P/S
Heat
Cool
6
WL_G
12C-Osw
0.091
n
2.55
2.18
0
0
0
0
40
40
102
87
IA-rlob
1.080
n
30.24
23.54
0
0
0
0
0
0
0
0
W,
12C-Osw
0.091
e
2.55
2.18
0
0
0
0
0
0
0
0
-
L2
1A-r1ob
1.080
e
30.24
26.27
0
0
0
0
0
0
0
0
11
11jo
0.600
e
16.80
17.40
0
0
0
0
0
0
0
0
T-G
12C-Osw
0.091
s
2.55
2.18
0
0
0
0
0
0
0
0
1A-rlom
1.270
s
35.56
26.39
0
0
0
0
0
0
0
0
W
13A-5ocs
0.125
s
3.50
2.22
0
0
0
0
0
0
0
0
W
12C-0sw
0.091
w
2.55
2.18
0
0
0
0
0
0
0
0
L2
1A_r1omd
1.270
w
35.56
26.39
0
0
0
0
0
0
0
0
1 D-c2ow
0.570
w
15.96
59.58
0
0
0
0
0
0
0
0
R
L--D
12B-Obw
0.097
-
2.72
0.85
0
0
0
0
0
0
0
0
11DO
0.390
n
10.92
11.31
0
0
0
0
0
0
0
0
C
16B-30ad
0.032
0.90
1.68
18
18
16
29
45
45
40
76
C
16C-19a[
0.049
1.37
2.08
0
0
0
0
0
0
0
0
F
22A-tph
1.358
38.02
0.00
18
0
0
0
45
5
190
0
6
c) AED excursion
0
-1
Envelope loss/gain
16
29
332
162
12
a) Infiltration
0
0
89
24
b) Room ventilation
0
0
0
0
13
1 ntemal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
0
1
0
0
0-
Subtotal (lines 6 to 13)
16
29
421
187
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
16
29
421
187
15
uct oads
24%
34%
4
10
24%
34%
100
63
Total room load
19
39
521
250
Air required (cfm)
1
2
26
12
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12
"iF
EAWrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 5
1.4
+r- wrig�tsoft' Right-J@ Worksheet
Entire House
COMFORT CONTROL OF SLC, INC.
1501 SE all-TMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com
Job:
Date: APRIL28,2010
By: PATRICIA ZIMMERMAN
1
2
Room name
Exposed wall
13DRM 2
MASTER LAV
3
Ceiling height
32.5 ft
8.0 ft heat/cool
8. 0 ft
8. 0 ft heat/cool
4
Room dimensions
12.5 x 15.5 ft
7.0 x 8.0 ft
5
Room area
193.8 ft2
56. 0 W
Ty
Construction
U-value
0 r
HTM
Area (ft2)
Load
Area (ft2)
Load
number
(Btuh1fV-'F)
(Btuh/ftj
or perimeter (ft)
(Bt h)
or perimeter (ft)
(13tuh)
Heat
Cool
G ross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
T-G
12C-Osw
0.091
n
2.55
2.18
124
124
316
271
0
0 0
0
1A-r1ob
1.080
n
30.24
23.54
0
0
0
0
0
0 0
0
W,
12C-Osw
0.091
e
2.55
2.18
100
80
204
175
0
0
0
0
L�
1A-r1ob
1.080
e
30.24
26.27
20
18
605
525
0
0
0
0
1
11,10
0.600
e
16.80
17.40
0
. 0
0
0
0
0
0
0
T-G
12C-Osw
0.091
s
2.55
2.18
36
36
92
79
0
0
0
0
1A-r1onn
1.270
s
35.56
26.39
0
0
0
0
0
0
0
0
W
13A-5ocs
0.125
s
3.50
2.22
0
0
0
0
64
64
224
142
W
12C-Osw
0.091
w
2.55
2.18
0
0
0
0
0
0
0
0
L2
1A-rlomd
1.270
w
35.56
26.39
0
0
0
0
0
0
0
0
ID-c2ow
0.570
w
15.96
59.58
0
0
0
0
0
0
0
0
R
I-D
12B-Obw
0.097
-
2.72
0.85
0
0
0
0
0
0
0
0
11DO
0.390
n
10.92
11.31
0
0
0
0
0
0
0
0
C
1613-30ad
0.032
0.90
1.68
194
194
174
326
0
0
0
0
C
116C-119al
0.049
1.37
2.08
0
0
0
0
56
56
77
117
F
22A-tph
1.358
38.02
0.00
194
33
1236
0
56
8
3G4
0
6
c) AED excursion
45
-1
Envelope loss/gain
2626
1420
605
258
12
a) Infiltration
577
158
142
39
b) Room ventilation
0
0
0
0
13
1 ntemal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
0
0
0
0
Subtotal (lines 6 to 13)
3203
1578
747
297
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
3203
1578
747
297
15
Duct loads
12%
14%
391,
221
24%
34%
178
101
Total room load
35941
1799
925
398
Air required (cfm)
176
831
45
18
Printout certified by ACCA to meet all reguirements of Manual J 8th Ed.
Right-SuiteG Universal 7.1.16 RSU05864 2010-May-05 20:35:12
E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 6
G
MiTeke
POWER TO PERFORM.' Cq d:�;
PE: M1 1301 - Grand Carlton M!Tek Industries, Inc.
6904 Parke East Blvd.
Site Information: Tampa, FL 33610-4115
Customer Info: Wynne Building Corp. Project Name: Carlton 61' Model:
Lot/Block: Subdivision:
Address: n/a
City: Port St. Lucie State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.1
Wind Code: ASCE 7-05 Wind Speed: 140 mph Floor Load: N/A psf
Roof Load: 37.0 psf
This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal aff ixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No.
I Seal#
Truss Name
I Date
--F-
No.
Seal#
Truss Name
I Date
11
IT3809484
JA5
17/16/010
118
IT3809501
JKJ8
17/16/010
12
IT3809485
I A6
17/16/0101
J3
IT3809486
I A7
17/16/010
14
IT3809487
I A8
17/16/010
15
IT3809488
JA9
17/16/0101
16
IT3809489
JA
17/16/010
17
1
17/16/010
18
IT3809491
I GRB
17/16/010
19
IT3809492
JJ1
17/16/010
110
IT3809493
JJ2
17/16/010
Ill
IT3809494
JJ3
17/16/010
112
IT3809495
JJ4
17/16/010
113
IT3809496
JJ5
17/16/010
114
IT3809497
JJ6
17/16/010
115
IT3809498
1J7
17/16/0101
116
IT3809499
JJ8
17/16/010
117
IT3809500
JKJ7
17/16/010
The truss drawing(s) referenced above have been prepared by MiTek
Industries, Inc. under my direct supervision based on the parameters 0�', Is's A.... '14 �e,
provided by Chambers Truss. ZZ
"o
Truss Design Engineer's Name: Albani, Thomas 0
My license renewal date for the state of Florida is February 28, 2011.
NOTE: The seal on these drawings indicate acceptance of X Z
professional engineering responsibility solely for the truss STATE OF
components shown. The suitability and use of this component .0 R k
for any particular building is the responsibility of the building
...... \A
designer, per ANSI/TPI-1 Sec. 2. N Ak- "�
11iII1110t �%%N
FL Cert. 6634
July 16,2010
Albani, Thomas 1 of 1
Job
Tru s
Truss Type
City
Ply
Grand Carlton
T3809484
�
M;k`1301
A5
SPECIAL
9
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce R. 34982
7.140 a Oct 1 2009 MIT& Industries, Inc. Fri Jul 16 14:47:30 2010 Page
-0- 7-8-5 10-� 4 17-0-0 4-8
:�_ 1 i aL i
26-4-0 34-0-0 �5-O-Q
.9.15 3-4—
1-0-0 7-8-5 6-5-12 .8
5-11-8 7-8-0 '1-0-d
Scale 1:61.3
4. 0 0 F1 _2 US lV11120=
6 2x3 M1120 11
2x3 M 1120 11
3x6 IV!1120�� 7
3X6 IV`11120:z�
2x3 M11202:-- 4 5
8 W M1120--
3
9
2 14
10
7x10 M1120= 15 o
6 16
6
WO IVI1120�� 13
12 W M1120��
2. 00 F1 _2 5x10 M1120= 2x3 MI 120 11
10-6-4 20-4-8
26;4-0 34-0-0
10-6-4 9-10-4
7-8-0
Plate Offsets (X,Y): r2:0-3-11_0-1-81,[10:0-3-14,0-1-81
�OADING (psf)
SPACING 2-0-0
CS1
DEFL in
(loc) Ildefl Ud
PLATES GRIP
TCLIL 20.0
Plates Increase 1.25
TC 0.73
Vert(LL) 0.73
14 >544 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.97
Vert(TL) -1.44
13-14 >277 240
BCLL 0.0
Rep Stress Incr YES
WB 0.48
Horz(TL) 0.45
10 n1a. n/a
BCIDL 10.0
Code FBC2007ITP]2002
(Matrix)
Weight: 1S4 lb
LUMBER BRACING
TOPCHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 2-4-3 oc purlins.
BOTCHORD 2 X4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except* WEBS
1 Row at midpt 6-14
6-14: 2 X 4 SYP M 30
MiTek recommends that Stabilizers and required cross bracing be
installed cluiring truss erection, in accordance with Stabilizer
I
Installation guide.
REACTIONS (lb/size) 2=1350/0-8-0, 10=1348/0-8-0
Max Horz2=-153(LC 6)
Max Uplift2=-858(LC 3), 10=-858(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-5575/3114, 3-5=-5238/2804, 5-6=-5243/2908, 6-7=-2471/1445, 7-9=-2520/1368,
9-10=-3169/1750
BOTCHORD 2-14=-2965/5275,13-14=-1013/2184,12-13=-1531/2933,10-12=-1531/2933
WEBS 3-14=-299/395, 5-14=-2221275, 6-14=-1827/3309, 6-13=-3421543, 9-13=-664/551,
9-12=0/252
NOTES
1) Unbalanced roof live loads have been considered for this design.
'2) Wind: ASCE 7-05; 140mph (3-second TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exic C; enclosed;
o% J#
MWFRS (low-rise); Lumber
gust);
ee
DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for 10.0 bottom live load live loads.
\GEN
a psf chord nonconcurrent with any other
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
-6-0 tall by 2-0-0 wide will
3 ide will
between the bottom chord and any other members, with BCDIL = 1 O.Opsf.
6 3 80
3
5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPl 1 angle to grain formula. Building designer should veirify capacityzf
bearing surface.
6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=85
Ma:
10=858.
0 ATE
LOAD CASE(S) Standard
;�,N 10�
0 R
......... * %
&/ONAk-
FL Cert. 6634
July 16,201
A WARN7ATG- Verb9j d�lgnjp�amef� �dRPADKOTRS ON THIS AA1DIAFcMWFXMTEKPEMRWCB PAGE M 7473 rm 10-98BEPORSUS&
Design valid for use only with MITek connectors. 7his design Is based only upon parameters shown, and Is for an Individual building component.
lcabllity of design paramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown
lateral support of individual web members only. Additional temporary bracing to Insure stability during comtruction is the respordbillity of the
MiTek"
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
Pa... — .-
fabricatiort quality control. storage. delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
City
Ply
Grand Carlton
T3809485
M11301
AS
SPECIAL
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Ff. 34982
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:312010 Page
8-11-11 '0 90-0 o4-81
L276- �1
34-0-0 g-o-
1-01 8-11-11 7�_O —.4 .8
1411 7-8-0 1 -0-d
Scale 1:62.6
4.00 [1-2 5x10 M1120-- 5x6 M1120--
5 6
2X3 IV111201Z'�
3x6 M]1205�-
3x4 IVIII20zzr
3x6 M1120--
3 4
7
8
2 14
9 10
6x8 M1120= 13
WO M1120::-- 3x4 M1120:z 12
6
11 3X6 M1120--
5x6 M1120=
2x3 M1120 11
2. 00 F1 _2
10-6-4 4 a
1� 0 L
26-4-0 34-0-0
- I
10-6-4 Z5�_l i 5-:4 8
I
5-11-8 7-8-0
Plate Offsets (X,Y): [2:0-4-4,Edqel,[5:0-5-0,0-2-01,[9:0-3-14,G-1-81
LOADING (pso
SPACING 2-0-0
CS1
DIEFL in
(loc) I/defl Ud
PLATES GRIP
'rCLL 20.0
Plates Increase 1.25
TC 0.97
Vert(LL) 0.69
2-14 >580 360
M1120 249/190
TCDIL 7.0
Lumber Increase 1.25
BC 0.97
Verl(TQ -1.23
2-14 >324 240
BCLIL 0.0
Rep Stress Incr YES
WB 0.91
Horz(TL) 0.41
9 n/a n1a
BCDL 10.0
Code FBC2007frPI2002
(Matrix)
Weight: 152 lb
LUMBER BRACING
IfOP CHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD 2 X4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0
Max Horz2=-138(LC 6)
Max Uplift2=-875(LC 3), 9=-875(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-5228/3137, 4-5=-4899/2898, 5-6=-2458/1548, 6-7=-2330/1402, 7-9=-3059/181 1
BOTCHORD 2-14=-2964/4955, 13-14=- 132912512, 1 2-13=- 1107/2171, 11-12=- 1587/2829,
9-11=-1587/2829
WEBS 4-14=-369/478,5-14=-1557/2665, 5-13=-412/277, 6-13=-313/575, 7-12=-754/601,
7-11 =0/283
NOTES
1) Unbalanced roof live loads have been considered for this design.
0%J11111111111
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp 0; enclosed;
MWIFFIS (low-rise); Lumber 0 S A.
ore.,
DOL=1.33 plate grip DOL=1.33
%� 0 � ........
3) Provide adequate drainage to prevent water poncling.
4) This truss has been designed for 10.0 bottom live load live loads.
0
.-,_\GEN&
a psf chord nonconcurrent with any other
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will ft . —0-3 '93
between the bottom chord and any other members.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPl 1 angle to grain formula. Building designer
4'J 8 0 .
should verify capacityjf
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=875:—: MCI:
9=875.
ATE
LOAD CASE(S) Standard
.0-. All
R 4%
/ON Ak-
*."#III
Im""
FL Cert. 6634
July 16,201
A WARAMG- VeHfijd�ignp�et��dREADNOTBSONTUISAArDJNCLUDEDJkUTEKREFF".VCEPAGEMI-7473 �. 10-'OSBEFORB USE.
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.
NEI
ApplicablIlty of design param enters 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 responsibillity of the
M!Tek'
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 ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety information available from Truss Plate Institute, 781 N. Lee Street, Suite 31 Z Nexandria, VA 22314.
Tampa, FL 33610-4115
Job
Tru s
Truss Type
City
Ply
Grand Carlton
T3809486
MM01
A7
SPECIAL
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 a Oct 12009 MiTek Industries, Inc. Fri Jul 16 14:47:33 2010 Page
10- 8-11-9 3 21-0-0
142230-
26-4-0 34-0-0 T.5-0-
i Vo B-11-9 8-0-0
5-4-0 7-8-0 -0-V
Scale 11:62.6
08 101120��
4x8 IVIII20--
4. 00 rl —2 4 5
2X3 ?V!1120,��,
3
3x4 M1120--
6
2
7
8
7x8 M1120=
7
WO M1120=:: 10
9 3X6 IVIII20--
2. 00 F1 —2 5x12 IVIII20=
2x3 M 1120
13-0-0
10-6-4 20-4-8
34-0-0
4,
10-6-4 --1 7-4-8
62 i ----i
'2 7-8-0
Plate Offsets (X,Y): f2:0-4-4_Edgel, [7:0-3-14,0-1-81
LOADING (pso
SPACING 2-0-0
CS1
DEFIL in
(loc) I/clefl L/d
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.77
Vert(LL) 0.66
2-11 >602 360
M1120 249/190
XCDL 7.0
Lumber Increase 1.25
BC 0.97
Vert(TL) -1.13
10-11 >355 240
BCLL 0.0
Rep Stress Incr YES
WB 0.75
Horz(TL) 0.41
7 n/a. n1a
BCDL 10.0
Code FBC2007frPI2002
(Matrix)
Weight: 146 lb
�UMBER BRACING
TOP CHORD 2 X 4 SYP M 30 *Except* TOPCHORD
Structural wood sheathing directly applied or 2-6-7 oc purlins.
1-4:2 X 4 SYP M 31 BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2 X 4 SYP M 30 WEBS
1 Row at midpt 4-10
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed cluiring truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1305/0-8-0, 7=1305/0-8-0
Max Horz2=-123(LC 6)
Max Uplift2=-890(LC 3), 7=-889(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-5291/3195,3-4=-499113006,4-5=-2299/1492,5-6=-2409/1503,6-7=-3033/1827
BOTCHORD 2-11=-3012/5002,10-11=-1821/3184,9-10=-1601/2801,7-9=-1601/2801
WEBS 3-11=-284/42114-11=-1309/2342,4-10=-1032/675,5-10=-116/454, 6-10=-617/510,
6-9=0/255
NOTES
1) Unbalanced roof live loads have been considered for this design.
tt,1111111111111
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed;
MWFRS (low-fise); Lumber J, ro'.*
A.
DOL=1.33 plate gr�ip DOL=11.33
�,S If
3) Provide adequate drainage to prevent water ponding.
ENS*
4) This truss has been designed for a 10.0 psfbottom chord live load nonconcurrent with any other live loads.
'�G
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fi
between the bottom chord and any other members. 39380
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacityx�f
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=890:: MCC
7=889.
LOAD CASE(S) Standard
.0 TATE
10
.0 Al
.OR\
4# �f &/ * .....
'010
J# -;Vr-%� %
-1111if 1111111101
FL Cert. 6634
July 16,201
A WARNING- VaHfijd-lgnp�et� midREAD NOTES OMTIUS AND INCLUDED MIEKIZEFERENCEPAGBIffl-7473 ir�. 10-'OSBRFORB USE.
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.
Applicability of design paramenters 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 responsibility of the
MiTek'
�to
ere r. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fob rication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCS1 Building Component
6904 Parke East Blvd.
Sal ety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
aty
Ply
Grand Carlton
T3809487
M11301
A8
SPECIAL
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 a Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:34 2010 Page
8-11-9 5-8-4
1 0 1 0
12t 14.874
0 1 3 34-0-0 �15to -
I_W9 VY
1 H-O. 8-11-9 U
4-8-� 9-7.; 1 3.1.3 7-10-13
Scale 1:62.6
5x6 IVIII20=
3X4 M1120= 2x3MI12011 5x10IVIII20z:�
4. 00 F1 2- 2X3 IV11120�� 4 5
6 7
3
2x3 IV11120,�,
8
V
2
13
9
10
7 MI
x8 M1120=
3x10 M1120=:
12 11 3x6 M1120zz�
2. 00 F1 _2
5x12 M1120= 3x4 M1120=
10-6-4 20-4-8
00 34-0-0
g2L7--;
0-6-4 9-10-4
11-0-0
Plate Offsets (X,Y): [2:0-4-4,Edgel, r7:0-5-0,0-2-01, rg:0-3-14,0-1-81
LOADING (psD
SPACING 2-0-0
CS1
DEFIL in (loc) I/dell Ud
PLATES GRIP
IrCLL 20.0
Plates Increase 1.25
TC 0.75
Vert(LL) 0.69 13 >576 360
M1120 249/190
.TCDL 7.0
Lumber Increase 1.25
BC 0.96
Vert(TQ -1.21 12-13 >331 240
BCLL 0.0
Rep Stress Incr YES
WB 0.68
Horz(TQ 0.42 9 n/a n/a
BCDL 10.0
Code FBC2007[rPI2002
(Matrix)
Weight: 151 lb
LUMBER
BRACING
YOP CHORD 2 X 4 SYP M 30 *Except.
TOPCHORD Structural wood sheathing directly applied or 2-7-0 oc, purlins.
1-4:2 X 4 SYP M 31
BOTCHORD Rigid ceiling directly applied or 2-2-0 oc, bracing.
BOTCHORD 2 X4 SYP M 30
MiTek recommends that Stabilizers and required cross bracing be
WEBS 2 X 4 SYP No.3
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0
Max Horz2=-107(LC 6)
Max Uplift2=-902(LC 3), 9=-902(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-5324/3282, 3-4=-4985/3051, 4-5=-4327/2666, 5-6=-2687/1741,
6-7=-2687/1741,
7-8=-2623/1654, 8-9=-2960/1878
BOTCHORD 2-13=-3086/5036,12-13=-2118/3556,11-12=-1324/2454, 9-11=-1648/2750
WEBS 3-13=-357/484,4-13=-933/1546, 5-13=-426/922,5-12=-10311734, 7-12=-346/505,
7-11 =-246/432, 8-11 =-402/435
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL--3.Opsf; h=14ft;
Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
A.
DOL=1.33 plate grip DOL--1.33
3) Provide adequate drainage to prevent water poncling.
4) This has been
C) \G E N
truss designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit%
between the bottom chord and any other members.
39380
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity:m0f
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=902—_
9=902.
Z
LOAD CASE(S) Standard
TATE
A,
0
FL Cert.
July 16,201
AWARAUNG-VMfijd.ig.p�.a�—dRPA NOM OM IWIS AND MCLUDED bHTEKREFFREWE PAGE MI-7473 r�. 10-DS BEFOPB USE.
Design valid for use only with Mi7ek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
Applicability of cle.:sign paramenters and proper incorporation of component is responsibility of building designer -not tuss designer. Bracing shown
is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
Iffiek
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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Tru s
Truss Type
Qty
Ply
Grand Carlton
T3809488
M41301
Ag
SPECIAL
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Ff. 34982
7.140. a Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:35 2010 Page
9-0-0 15-8-4 4
14-58
50-0 34-0-0
01 9 -0-0 6-8-4 4
4 9-0-0
Scale= 1:62.6
7x10 Mlll8H7.--
4. 00 r1-2 US M1120= 2x3 M 1120 11
7x10 IVIIIISH--
3 4
6
n 2 11
1
7
8
r_
7x14 MIIIBH-=
0 - 1 7
Cl)
6
3x10 IVIII20== 10
9 W M1120--
2. 00 F1 -2 5x12 M1118H=
2x3 M 1120 11
10-6-4 20-4-8 o'o 34-0-0
"-0-0
L2.-7-5- L2
10-6-4 1
9-10-4
—0 9-0-0
Plate Offsets (X,Y): [2:0-4-4,Edgel, [3:0-5-0.0-2-01, F6:0-5-0.0-2-01, :0-3-14.0-1-81
�OADING (pso
SPACING 2-0-0
CS1
DEFL in
(loc) Well Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.80
Vert(LL) 0.93
10-11 >431 360
M1120 249/190
-TCDL 7.0
Lumber Increase 1.25
BC 0.97
Vert(TQ -1.56
10-11 >256 240
M1118H 195/188
BCLIL 0.0
Rep Stress Incr YES
WEI 0.88
Horz(TL) 0.51
7 n/a n1a.
BCDL 10.0
Code FBC2007frPI2002
(Matrix)
Weight: 141 lb
BRACING
TOP CHORD 2 X 4 SYP M 30 *Except* TOPCHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins.
1-3:2 X 4 SYP M 31 BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
BOTCHORD 2 X 4 SYP M 30
MiTek recommends that Stabilizers and required cross bracing be
WEBS 2 X 4 SYP No.3
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1305/0-8-0, 7=1305/0-8-0
Max Horz2=-92(LC 6)
Max Uplift2=-912(LC 3), 7=-912(LC 4)
FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-5295/3305,3-4=-6342/3918,4-5=-3259/2104,5-6=-3259/2104,6-7=-2964/1856
BOTCHORD 2-11=-3095/5007,10-11=-2849/4602,9-10=-1615/2738,7-9=-161512730
WEBS 3-11 =-973/1926, 4-11 =-993/1882, 4-1 0=- 1495/1050, 6-1 0=-438/825, 6-9=-2/269
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL--1.33
164,111111111,
3) Provide adequate drainage to prevent water ponding.
P
14) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit '�GENS'
between the bottom chord and any other members.
-7) Bearing at joint(s) 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity_ "j-6 3938
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=912=
7=912.
-
Mir
LOAD CASE(S) Standard
ATE
R
"; & 0 "ONA 0%%
FL Cert. 6634
July 16,201
A WARAUNG - Vcq& dcsi�gn paramet� �d NOTP-S ON THIS AArD11VCLTJDEDJVffTEKREFRREWR PAGE W1 7473 r-. 10-USBEFORB USE.
Design valid for use only with M17ek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
Applicability of design parom enters 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 responsilollity of the
MiTek"
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 ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Skeet Suite 31 Z Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
Qty
nd Carlton
T3809489
M11301
A
COMMON
9
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:28 2010 Page
riltoz9 �6 li- 13 12-4-13 1' 'o �1 -7;1
�7-4-3 34-0-0 �5tO-)q
1, 5-9-0 4 ��3 1 4.'.
'_'�.o 6-7-13 1 . 0.
Scale 1:59.4
4.00F1_2 45 M1120=
6 19
2x3 M1120 11 18
2x3 M 1120 11
3x6 M1120t-- 5
7 a(6 M1120--
W M11205� 4
8 3X4 M1120--
3
9
2
10
44 Zo I�
3X8 M1120= 17 16 15 20 21
14 13 12 3X8 M1120=
2x3 M 1120 11 46 M1120= 3x8 M1120= 3x8 M1120= 46 M1120= 2x3 M1120 11
i 12-4-13 21-7-3
L7-4-3 34-0-0
6-i!13� 5-9-0 9-2-7
5_"_o 6-7-13
LOADING (psf)
SPACING 2-0-0
CS1
DEFIL in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0A1
Vert(LL) -0.38
14-15 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.70
Vert(TL) -0.82
14-15 >486 240
13CLL 0.0
Rep Stress Incr YES
WB 0.55
Horz(TL) 0.16
10 n/a n1a
BCDIL 10.0
Code FBC2007frPI2002
(Matrix)
Weight: 163 lb
CUMBER BRACING
-TOP CHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 3-8-7 oc purlins.
BOTCHORD 2 X4 SYP M 30 BOTCHORD
Rigid ceiling directlyapplied or 5-5-13 ocbracing.
WEBS 2 X 4 SYP ko.3
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1410/0-8-0, 10=1410/0-8-0
Max Horz2=-154(LC 6)
Max Uplift2=-880(LC 3), 1 0=-880(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-3400/1847, 3-5=-2844/1510, 5-6=-2837/1618, 6-7=-2837/1618, 7-9=-2844/1509,
9-10=-3400/1848
BOTCHORD 2-17=-1743/3154,15-17=-1743/3154, 14-15=-937/2064,12-14=-1 633/3154,
10-12=-1633/3154
WEBS 6-14=-584/951, 7-14=-298/327, 9-14=-560/479, 6-15=-584/951, 5-15=-298/328,
3-15=-560/477
NOTES
1) Unbalanced roof live loads have been considered for this design.
.2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed;
MWFRS (low-rise); Lumber
A.
DOL=1.33 plate grip DOL=1.33
%% P,S
%%
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
.......... 4#
Al.
%
\GENS'-.
4) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 0
between the bottom chord and any other members, with BCDIL = I O.Opsf.
'5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=880Z 6 3938
10=880.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 21 lb up at 1 5-0-0=
and 50 lb down and 21 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the
responsibil of othe
ity rs.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
1_3—ATE
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.25, Plate lncrease=1.25
0 R
Uniform Loads (plf)
%
Vert: 1-6=-54, 6-11 =-54, 2-20�20 20-21=-60,10-21-20
Concentrated Loads (1b)
Vert: 18=-50(F) 19=-50(F)
FL Cert.
July 16,201
AWAMNG-VMfijd-�g.p--a—aadRFA NOTESOMTHISA MCLUDPD MTEKREPPERPNCE PAGE MI-7473 r�. 10-'08 REPORE USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.
NO,
Applicability of design paramenters 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 responsibillity of the
MITek"
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 ANSI/rPlI Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Aexandila, VA 22314.
Tampa, FL 33610-4115
Job
Trus
Truss ype
Qty
Ply
Grand Carlton
T3809490
M11001
GRA
HIP
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 15:09:20 2010 Page 1
�O 8-0-0 17-0-0 2-22 0 34-0-0
tii _M
V5-01
1
0-_0 3111.0 FCO 3 2 N.-
8-0-0 W 5-11-0 8-0-0 .0-d
(+) Top chord must be braced by end janks�, 1:61.2
roof diaphragm, or properly connected
4x5 M1120= purlins as shown.
9 7x8 M1120=
7X12 M1120!:! 17
6 6x12 M1120--
4 M M112
4.00 [1-2
3 120
182 21
c� 2 22
23 !�2
I M Lzj 1c;
3x5 M1120= 28 25
29 27 26 24 3x5 M1120=
3x6 M1120= 7X8 MI 120 5x6 MI 120
3XSM112011 6XBMI[20= 3x6 IV11120=
'-0-0 18-6-0 26-0-0 34-0-0
7-5-0 7-6-0 8-0-0
Plate Offsets (X,Y): [2:0-2-4,0-1-81,13:0-5-0,Edgel, [21:0-5-0, Edge], [22:0-2-4,0-1-81,127:0-3-8,0-3-01
LOADING (pso
SPACING 2-0-0
CS1
DEFIL in (loc) I/def] Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.98
Vert(LL) 0.14 22-24 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.51
Vert(TL) -0.24 2-29 >533 240
BCLL 0.0
Rep Stress Incr NO
WB 0.72
Horz(TL) 0.03 22 n/a n/a
BCDL 10.0
Code FBC2007ITP12002
(Matfix)
Weight: 194 lb
L-UMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 4-10-11 oc purlins.
BOTCHORD 2 X 4 SYP M 30 Except:
WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pts 8-21
BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
JOINTS 1 Brace at Jll 7, 8, 19, 17, 14
IVITiek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 0-8-0.
(lb) - Max Harz 2=-154(LG 6)
MaxUplift All uplift 100 lb or less at joint(s) except 2=-393(LC 3), 27=-1384(LC 5),
26=-1 697(LC 4), 22=-71 1 (LC 4)
MaxGrav All reactions 250 lb or less at joint(s) except 2=468(LC 7), 27=1805(LC 1),
26=2446(LC 1), 22=882(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (1b) or less except when shown.
TOP CHORD 2-3=-524/345, 3-5=-5101774, 5-7=-736/1100, 7-8=-736/1100, 8-1 0=-736/1 100,
10-12=-736/1100,12-13=-736/1100,13-15=-736/1100,15-16=-736/1100,16-18=-736/1 100,
%V%J11111111111111
18-20=-1733/1453, 20-21=-1733/1453, 21-22=-1859/1334,4-6=-140/290, 6-9=-99/356, A
9- 11 =-52/411,11-14=-1 23/474, 14-17=-45/344, 17-1 9=-93/279
BOTCHORD 2-29=-342t438 28-29=-282/344, 27-28=-282/344, 26-27=-688/581, 25-26=-354/461, 0
I %"Z� .*'�GEN
24-25=-354/461, 22-24=-1 144/1704
A�
WEBS 3-29=-523/811, 3-27=-1 452/1126, 5-27=-526/667, 5-26=-482/421, 13-26=-832f7l 0,
�39
18-26=-1876/1617,18-24=-1020/1544,4-5=-440/524,19-20=-238/314,14-15=-472/441 4-0 3 8� 0
NOTES
1) Unbalanced roof live loads have been considered for this design. mx -
2) Wind: ASCE 7-05; 140mph TCDL--4.2psf; BCDL=3.Opsf; lh�114ft; Exp
(3-second gust); Cat. 11; C; enclosed; MW`FRS (low-rise); Lumber
A E
DOL=1.33 plate grip DOL=1.33
o 0
3) Provide adequate drainage to prevent water ponding. 14%
4) All are 2x3 M1120 unless otherwise indicated. 4 0
plates R 01 1�
5) This truss has been designed fora 10.0 psf bottom chord live load nonooncurrent with anyother live loads.
* %
6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 2, 1384 lb uplift at joint
27, 1697 lb uplift at joint 26 and 711 lb uplift at joint 22.
8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. FL Cert. 6634
F I
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 lb down and 518 lb up at
26-0-0, and 641 lb down and 518 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the July 16,2010
responsibility of others.
IEEE
WARM VG - Vcrifij ck s iv paramei � an d READ No TES ON 7 HIS A ND INCL UDED M 7EK REFERENCE PA GE Affl - 74 73 �. 10-'0 8 BEFORE USE.
Design valid for use only with M ifek connectors. This design Is based only upon param eters showrL and is for an Individual buil ding com ponent.
pal
Appl Icability of design pararn enters and proper Incorporation of com ponent Is responsibil Ity of bull ding 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 respons[billity of the
MiTek*
ere tor. Additional permanent bracing of the overall structure Is the responsibility ofihe building designer. For general guidance regarding
fab rication, quality control, storage. delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCS] Building Component
6904 Parke East Blvd.
So, ety Information available from Truss Plate institute, 781 N. Lee Sireet Suite 31 Z Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
T ss ype
aty
a a on
T3809491
M11301
GR13
HIP
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:39 2010 Page
1-0- - ':o 13-8-14 20-4-0 V-�O 34-0-0 _o_
i �0_0 7.16 _0
6-8-14 6-7-2 6, 7-0-0 11-0-Y
Scale 1:60.5
7X10 M11181175�; 3x8 M1120= 6x10 M1120--
4.00 1-2 3X6 M1120= 2x3 M1120 11
3 16 17 18 4 5 19 20 6 21 22 23 7
9
US M1120�� 15 24 14 25 26 13 27 28 29 12 30 31 11 32 10 U4 M1120=
2x3 M1120 11 4x6 M1120= 3x4 M1120= 7x8 M1120= 3x6MI120= WM"2011
17.0-:02 13-8-14 0 0 27-0-0 34-0-0
16.
_ i --i
�4
6-8-14 -_2 6-8-0 7-0-0
Plate Offsets (X,Y): r2:0-3-14,0-1-81,f3:0-5-0,0-2-01,[4:0-3-8,0-1-81,[7:0-5-0,0-2-0j
LOADING (psf)
SPACING 2-0-0
CS1
DEFL in (loc) I/defi Ud
PLATES GRIP
TGLL 20.0
Plates Increase 1.25
TC 0.87
Vert(LL) 0.21 13-15 >999 360
M1120 249/190
-TCDL 7.0
Lumber Increase 1.25
BC 0.69
Vert(TL) -0.4013-15 >593 240
M1118H 195/188
BCLL 0.0
Rep Stress Incr NO
W8 1.00
Horz(TL) 0.10 8 n/a. n1a.
BCDIL 10.0
Code FBC2007/TP12002
(MatflX)
Weight: 148 lb
.LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 3-11-4 oc purlins.
BOTCHORD 2 X4 SYP M 30 BOTCHORD Rigid ceiling directly applied or 5-7-15 oc bracing.
EBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12,7-12
MiTek recommends that Stabilizers and required cross bracing be
installed cluring truss erection, in accordance with Stabilizer
Installation guide.
EACTIONS (lb/size) 2=1251/0-8-0, 12=3292/0-8-0, 8=592/0-8-0
Max Horz2=77(LC 5)
Max Uplift2=-855(ILC 3), 12=-2012(LC 3), 8=-459(LC 6)
Max Grav2=1254(LC 7),12=3292(LC 1), 8=604(LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2998/1795, 3-4=-2012/1299,4-6=-908/1583, 6-7=-908/1584, 7-8=-1040/595
BOTCHORD 2-15=-1644/2780,13-15=-1653/2820,12-13=-1177/2012,10-12=-462/972,8-10=-464/934
EBS 3-15=- 1491784, 3-13=-862/552, 4-13=-82f779, 4-12=-3806/2345, 6-12=-8091766,
7-12=-2675/1602, 7-10=-138f762
NOTES
1) Unbalanced roof live loads have been considered for this design.
.1 A
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber W-S.. -
'%�%
%
DOL=1.33 plate grip DOL=1.33 % E N
Provide drainage
adequate to prevent water ponding. 4�1
4) All plates are MT20 plates unless otherwise indicated.
0) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. 6 39380
psf
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willm
between the bottom chord and any other members,
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 855 lb uplift at joint 2, 2012 lb uplift at joint:12.1-_
Ma:
and 459 lb uplift at joint 8.
T E
Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 147 lb up at 7-0- O�
�o
I 15 lb down and 128 lb up at 9-0-12, 115 lb down and 128 Ib up at 11 -0-12, 115 lb down and 128 lb up at 13-0-12, 115 lb down and 12!&
lb up at 15-0-12,115 lb down and 128 lb up at 17-0-0,115 lb down and 128 lb up at 18-11-4,115 lb down and 128 lb up at 20-11-4, 11 .0
lb down and 128 lb up at 22-11-4, and 115 lb down and 128 lb up at 24-11-4, and 146 lb down and 147 b up at 27-0-0 on top chord, a
-0-12, 90 lb down at 11-0-12, 90 lb down at 13-0-12, 90 lb down at 15-0-12, 90 lb
437 lb down and 196 b up at 7-0-0, 90 lb down at 9 %
down at 17-0-0, 90 lb down at 18-11-4, 90 lb down at 20-11-4, 90 lb down at 22-11-4, and 90 lb down at 24-11-4, and 437 lb down a
196 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
L� OAD CASE(S) Standard FL Cert. 6634
July 16,201
l�ontinued on page 2
7,
V
' WARN7NG- Ve,-1fijd�1,9.paat— —d READ NOMS ON TTr1SAADRXLUDEDWTEKPP_FRRENCE PAGE Wr 7473 — 10208BEFORB USE.
Design valid f
Design valid for use only with Welk connectors. This design Is based only upon parameters shown, and is for an individual building component.
2,
�p lic
P lcahlliy of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracingshown
1, U-1 '
for r
lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of tie
MiTek'
to,
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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Instillute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
I
1301 IGRB
HIP
City
Chambers Truss
2010
LOAD CASE(S) Standard
1) Regular: Lumber lncrease=1.25, Plate Increase=1.25
Unfform Loads (plo
Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20
Concentrated Loads (lb)
Vert: 3=-106(B) 5=-115(B) 7=-106(B) 15=-437(B) 10=-437(B) 16=-115(B) 17=-115(B) 18=-115(B) 19=-115(B) 20=-115(B) 21=-115(B) 22=-115(B) 23�1115(131) 24=-45(B)
25=-45(B) 26=45(13) 27=-45(B) 28=-45(B) 29=-45(B) 30=-45(8) 31=-45(B) 32=-45(B)
%
\G
N,
FN 0 3938
z
Mx
ATE
110
0 R Q> 1�
.......... �\ %
N A 0%%
f'fili IIIW!"'
FL Cert. 6634
July 16,201
A WARNING- VeHfij de�,gjp�.te� �dREAD NOTES ON THIS AND IJVCLUDEDMTFKRF-FEIWNCBP.AGEMI-7473 �. 10-108 BEFORE USE
Design valid for use only w1thMiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
Applicability of design param enters 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 responsibillity of the
Mffek
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 ANSI/TPI1 Quality Criteria, DSB-89 and BCS1 Building Component
6904 Parke East Blvd.
Safety Informahon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, AJexandda, VA 22314.
Tampa, FL 33610-4115
1301 1,11
Type
MONO TRUSS
C 'I
1-0-0
Refer to MiTek "TOE -NAIL" Detail for connection to
supporting carrier truss (typ
c
3A M1120=
7.140 a Oct 1 2009 MITek Industries, Inc. Fri Jul 16 14:47:40 2010 Page
1-0-0
Scale= 1:6.2
1-0-0
1-0-0
�OADING (pso
SPACING 2-0-0
CS1
DEFL in
(loc) I/def] Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.17
Vert(LL) 0.00
2 >999 360
M1120 249/190
T,CDL 7.0
Lumber Increase 1.25
BC 0.03
Vert(TQ -0.00
2 >999 240
43CLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) 0.00
n/a n/a
bCDL 10.0
I
Code FBC2007/TPI2002
(Matrix)
Weight: 5 lb
(.UMBER BRACING
YOP CHORD 2 X 4 SYP No.3 TOPCHORD
Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.3 BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bmcing be
installed during truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS (lb/size) 2=125/0-8-0, 2=125/0-8-0, 4=1/Mechanical
Max Horz2=66(LC 3)
Max Uplift2=-190(LC 3)
Max Grav2=125(LC 1), 2=125(LC 1), 4=16(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed;
MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint
2.
A
LOAD CASE(S) Standard
........
% 0
39380
A%
k N
...OR C> 1�1
V:,%
o
FL Cert. 6634
July 16,2011
AWARMNG.Ve,1fijd-,9ap�ame1�=dRFA NOTES OAr TIUS AND INCLUDED MTEK REFERENCE PAGE DHI-7473 �. 10-'08 BEFORE USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
Applicability of design paramenters 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 durng construction is the responsIbillity of the
Mffek'
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 ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31 Z Alexandria, VA 22314.
Tampa, FL 33610-4115
I Job
Truss Type
I MJ 1301 1,12 1 MONO TRUSS
10PI-4
1-0-0 2-0-0
3x4 M1120=
Scale = 1:7.91
LOADING (psf)
TCLL 20.0
TCDL 7.0
.l3CLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007frPI2002
CS1
TC 0.17
BC 0.06
WB 0.00
(Matrix)
DEFL in
Vert(LL) -0.00
Vert(TL) -0.00
Horz(TL) -0.00
(too) Well Ud
2 >999 360
2-4 >999 240
3 n/a n/a
PLATES GRIP
M1120 249/190
Weight: 8 lb
LUMBER
BRACING
.TOP CHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.3
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=144/0-8-0, 4=19/Mechanical, 3=35/Mechanical
Max Horz2=73(LC 3)
Max Uplift2=-165(LC 3), 3=-34(LC 4)
Max Grav2=144(LC 1), 4=38(LC 2), 3=35(LC
1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or
less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL--1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections. %J1111111111,
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 2 and 34 lb uplift at joint 3. A
LOAD CASE(S) Standard
-
E N .
-4-6 3 3 8 0
ATE
0 R
(ON
hill [oW
FL Cert. 6634 1
July 16,201
WARNING - V�fii d�,-.Paranwtem and READ NOTES ON THIS AM INCLUDED M= REFERENCE PAGE A91-7473 �. 10-'08 BEFORE USE.
DesIgnvalld for use only with MiTek connectors. This clesignisbased only upon parameters shown, and Isforan Individual building component.
ME,
Applicability ofdesign paramenters and proper incorporation of component Is responsibility ofbuilding designer - notiruss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the
MiTek'
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabricatiom quality control, storage, delivery, erection and bracing, consult ANSI/TPIII Quality Criteria. DSB-89 and BCS1 Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314.
Tampa, FL 33610-4116
Job
M.11301 JJ3 I MONO TRUSS
Qty I Ply I Grand Carlton
34982
3x4 IVIII20=
3-0-0
Scale =
LOADING (pso
TCLL 20.0
7.0
.BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress [nor YES
Code FBC2007/TPI2002
CS1
TC 0.26
BC 0.11
WB 0.00
(Matrix)
DEFIL in
Vert(LI-) -0.00
Vert(TL) -0.01
Horz(TL) -0.00
(loc) Vdefi Ud
2-4 >999 360
2-4 >999 240
3 n1a. n/a
PLATES GRIP
M1120 249/190
Weight: 11 lb
NUMBER
BRACING
CHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 3-0-0 oc purlins.
.TOP
BOTCHORD 2 X 4 SYP No.3
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3=49/Mechanical, 2=184/0-8-0, 4=25/Mechanical
Max Horz2=92(LC 3)
Max Uplfft3-48(LC 4), 2=-204(LC 3)
Max Grav3--49(LC 1), 2=184(LC 1), 4=50(LC
2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections. tttJ111111111111
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 204 lb uplift at joint 2. C A
LOAD CASE(S) Standard
'% �\ . .44 "',
S�o
6 39380
5 KrE
'0
%b
0 R OD %*
#0NA'L%%%%%
FL Cert. 6634 ]
July 16,201
WARAUNG - Venlhi designp�et� �dREAD NOTES OMIWrSAAM INCLUDE11) MTRKREFERENCE PAGE MI-7473 — 10-US REPORS USE.
Design valid for use only with MiTek connectors. This design Isbased only upon parameters shown, and Isforan Individual building component.
Applicability of design paramentersand proper incorporation of component is responsibility of building designer - nottruss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the
MiTek'
erector. Addiflonal permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
I.— - I--
fabricartlom quality control, storage, delivery, erection and bracing, consult ANSIfrPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312. Aexandrlo, VA 22314.
Tampa, FL 33610-4115
I Job I Truss I Truss Type I Qty
I K�l 1301 JJ4 I MONO TRUSS
ICY, P1.11
1-0-0 4-0-0
Scale = 1: 11.21
3X4 M1120=
LOADING (psf)I
TCLL 20.0
-TCDL 7.0
.BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007/TPI2002
CS1
TC 0.26
BC 0.21
WB 0.00
(Matrix)
DEFIL in
Vert(LL) -0.01
Vert(TL) -0.02
Horz(TL) -0.00
(loc) I/defI Ud
2-4 >999 360
2-4 >999 240
3 n/a n/a
PLATES GRIP
M1120 249/190
Weight: 14 lb
WIVIBER BRACING
TOP CHORD 2 X 4 SYP No.3 TOPCHORD
Structural wood sheathing directly applied or 4-0-0 oc purlins.
'BOT CHORD 2 X 4 SYP No.3 BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed cluring truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3=81 /Mechanical, 2=216/0-8-0, 4=35/Mechanical
Max Horz 2=1 13(LC 3)
Max Uplift3=-87(LC 3), 2=-215(LC 3)
Max Grav3=81 (LC 1), 2=216(LC 1), 4=70(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 1140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed;
MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL--1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
J%%J11111111,
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3 and 215 lb uplift at joint 2. .0 A 1I
LOAD CASE(S) Standard
%%% ......... 44
\G
39380
ATE
Al
0 R %
* ...... %%
/ON A
'11II1111101,
FL Cert. 6634
July 16,201
A WAIUMG - V!& d—lg.pet� �dREAD NOTES ON7711SAPM INCLUDED WEEKREFERMCE PAGE =1 7473 �. 10208 BEFORB USE.
Designvalidfor useonlywith MiTek connectors. This design Is based only upon parameters shown, and isforaninclivIdual building component.
WHO
Applicability of design paromenters and proper incorporation of component Is responsibility ofbu!ldlng 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 responsibillity of the
MiTek'
erector. Addifional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
1 - --
fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Informalion available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandra, VA 22314.
Tampa, FL 33610-4115
Uty-
tAl 1301 J5 I MONO TRUSS
Chambers Truss Inc., Fort Pierce R. 34982
LOADING (pso
TCLL 20.0
rCDL 7.0
.BCLL 0.0
BCDL 10.0
3X4 M1120=
SPACING
2-0-0
CS11
Plates Increase
1.25
TC 0.37
Lumber Increase
1.25
BC 0.34
Rep Stress Incr
YES
WB 0.00
Code FBC2007frPI2002
(Matrix)
6UMBER
TOP CHORD 2 X 4 SYP No.3
BOT CHORD 2 X 4 SYP No.3
REACTIONS (lb/size) 3=1 11 /Mechanical, 2=250/0-8-0, 4--45/Mechanical
Max Horz2=134(LC 3)
Max UpIift3=-123(LC 3), 2-231(LC 3)
Max Grav3=11 11 (LC 1), 2=250(LC 1), 4=90(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
5-0-0
16 14:47:42 2010
Scale - 1: 12.91
DEFIL in
(loc) I/defl Ud
PLATES GRIP
Vert(LL) -0.03
2-4 >999 360
M1120 249/190
Vert(TL) -0.06
2-4 >866 240
Horz(TL) -0.00
3 n/a rt/a
Weight: 17 lb
BRACING
TOPCHORD
Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc, bracing.
recommends that Stabilizers and required cross bracing be
IMiTek
installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL--1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 231 lb uplift at joint
2. �,S A.
LOAD CASE(S) Standard
0 \41
,%,\x ..- \G E N
A� N,
_-Wo �39 3 8 0
ATE -Z
10
"C'
%
/0 "oo
flit,,
FL Cert. 6634
July 16,201
WARWNG - VeHfij designparametem -iid REdD NOTES ON 7WIS AND INCLODED MTEXPEPERENCE PAGEMI-7473 �. 10-'08 BEFOPE USE.
Deslgnvalid for use only Wth MiTek connectors. This design Isbased only upon parameters shown, and isforan Individual building component.
Lei
MP Icability, of design paramentersand proper incorporation of component Is respordbillty, ofbuilding designer - noffruss designer. Bracing shown
r, lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
MOW
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
Pow.. - --.'
falartcatiori quality control, storage, delivery, erection and bracing, consult ANSI/TPIl Quality Criteria, DSB-89 and BCS1 Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria VA 22314.
Tampa, FL 33610-4116
1911301
J6
MONO TRUSS
Fl. 34982
1-0-0 6-0-0
3A M1120=
16 14:47:42 2010
Scale= 1: 14.51
LOADING (pso
TOLL 20.0
TCDL 7.0
.BOLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007frPI2002
CS1
TO 0.60
BC 0.51
WB 0.00
(Matrix)
DEFL in
Vert(LL) -0.06
Vert(TL) -0.14
Horz(TL) -0.00
(loc) Well Ud
2-4 >999 360
2-4 >476 240
3 n/a n/a
PLATES GRIP
M1120 249/190
Weight: 20 lb
LUMBER BRACING
.TOP CHORD 2 X 4 SYP No.3 TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.3 BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
recommends that Stabilizers and required cross bracing be
IMiTek
installed during truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS (lb/size) 3=140/Mechanical, 2=285/0-8-0, 4=55/Mechanical
Max Horz2=155(LC 3)
Max UpIfft3=-1 58(LC 3), 2=-248(LC 3)
Max Grav3=140(LC 1), 2=285(LC 1), 4=1 10(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed;
MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
tt,111111111111
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 3 and 248 lb uplift at joint 1P 0
2. NS A. 'q / -'e
LOAD CASE(S) Standard
. . . . . . . . . .
E N &
6 39380
AT
.-0
OR %
V�\
V r-%
it fill,
FL Cert. 6634
July 16,201
A WARNING- V�4fyd—lg.,—..t� cmd READ NOTEPS ON TWISAND INCLUDED MTEICREFERENCE PAGE M-7473 �. 10-'08 BEFORE USE.
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
MIcability of design paramenters and proper Incorporation of component Is responsibility of building designer -not tuss designer. Bracing shown WE,
PrI lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek"
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 ANSI/TPIl Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd.
Safety Information available from Tnzs Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115
Job
Tru s
Truss Type
City
Ply
Grand Carlton
M1 1301
J7
MONO TRUSS
11
1
T3809498
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 a Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:43 2010 Page
--'11 7-0-0
.�00 7-0-0
Scale: 314'=1'
3
4.00[_12
2
3x4 M1120=
4
7-0-0
7-0-0
LOADING (pso
SPACING 2-0-0
CS11
DEFIL in
(loc) Well Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.37
Vert(LL) -0.11
2-4 >722 360
M1120 249/190
'rCDL 7.0
Lumber Increase 1.25
BC 0.71
Verl(TL) -0.27
2-4 >289 240
.BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) -0.00
3 n/a. n/a
BCDL 10.0
Code FBC2007/TP12002
(Matrix)
Weight: 23 lb
LUMBER BRACING
TOP CHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
'BOTCHORD 2 X 4 SYP No.3 BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide
REACTIONS (lb/size) 3=169/Mechanical, 2=321/0-8-0, 4=65/Mechanical
Max Horz2=176(LC 3)
Max Uplfft3=-1 91 (LC 3), 2=-267(LC 3)
MaxGrav3=169(LC 1),2=321(LC 1),4=130(LC2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to gircler(s) for truss to truss connections.
j%J1111111111111
5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 191 lb uplift at joint 3 and 267 lb uplift at joint
�0
2.
�,S
LOAD CASE(S) Standard
C, E N
Z
6 39380
Mcc
ATE
0
R �'O.
FL Cert. 6634
July 16,201
A WARMM- VeHfii d�lgn P��efem �d RFAD NOTES ON THIS AND INCLUDED BUTEK REPRIZENCE! PAGE JWI- 74 73 10-WARFOROUSE,
Design valid for use only with MiTek connectors. This design is based only upon parameters showr-6 and Is for an Individual
building component.
wT
NIcability of design paramenters and proper incorporation of component is responsibility of building designer -not iruss designer. Bracing shown
fpll lateral support of Individual web members only. Additional temporary bracing to Insure stability during constructon is the responsiblIO/ of the
MiTek"
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
_... - I --
fabricator), quality control, storage, delivery, erection and bracing, consult ANSlfrPll Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31 Z Alexandria, VA 22314.
6904 Parke East Blvd.
Tampa, FL 33610-4115
Job
MI 1301 IJ8
Truss Type
MONO TRUSS
10
34982
3x4 M1120=
8-0-0
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:43 2010 Pagel
LOADING (pso
SPACING
2-0-0
CS1
DEFL
in
(loo)
I/dell
Ud
.TCLL 20.0
Plates Increase
1.25
TO 0.36
Vert(LL)
-0.14
2-4
>638
360
TCDL 7.0
Lumber Increase
1.25
BC 0.28
Vert(rL)
-0.35
2-4
>255
240
- BOLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2007/TPI2002
(Matrix)
tUMBER
.TOP CHORD 2 X 4 SYP M 31
BOT CHORD 2 X 4 SYP M 31
REACTIONS (lb/size) 3=197/Mechanical, 2=357/0-8-0, 4=75/Mechanical
Max Harz 2=1 97(LC 3)
Max Uplift3=-223(LC 3), 2=-286(LC 3)
Max Grav3=197(LC 1), 2=357(LC 1), 4=150(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale = 1: 17.71
PLATES GRIP
M1120 249/190
Weight: 26 lb
BRACING
TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFFIS (low-fise); Lumber
DOL--1.33 plate grip DOL=1.33
2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any otherlive loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 3 and 286 lb uplift at joint
2. A.
LOAD CASE(S) Standard
ENS*-.
\G
A�
4�
_,N-6 39380 —sk
:W
14/ Z
TE
..0
N %
FL Cert. 6634
July 16,201
,& WARNMG- VeHfijdaslgapud� ad READ N07ES ON MIS AND INCLMRD MTEKREFERENCE PAGE MI-7473 �. 10-'08 BEFORE USE.
Design valid for use only with Welk connectors. 1his design Is based ortly upon parameters shown, and is for an Individual building component.
WEI
Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Brocingshown
is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
MiTek"
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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Adexandria, VA 22314.
Tampa, Fl. 33610-4115
Job
Tru s
Tr as Type
Q
y
rand Carlton
T3809500
M11301
KJ7
MONO TRUSS
2
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 a Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:44 2010 Page
6-8-12
9-10-1
T5.0 6-8-12
3-1-5
Scale 1:20.8
4
2.83 F1 2-
3X4 V11120��
8
7
2
F-1
9 10
6 11 5
3x4 M1120=
2x3 M1120 11 3X4 M1120=
6-8-12
9-10-1
6-8-12
3-1-5
Plate Offsets MY): [5:0-0-2,0-1-81
LOADING (psf)
SPACING 2-0-0
CS1
DEFL in
(loc) I/defl Ud
PLATES GRIP
'rCLL 20.0
Plates Increase 1.25
TC 0.25
Vert(LL) -0.04
2-6 >999 360
M1120 249/190
.TCDL 7.0
Lumber Increase 1.25
BC 0.28
Vert(TL) -0.11
2-6 >999 240
WILL 0.0
Rep Stress Incr NO
WB 0.19
Horz(TQ 0.01
5 n/a n/a.
BCDL 10.0
Code FBC2007/TPI2002
(Matrix)
Weight: 38 lb
LUMBER BRACING
TOPCHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 4--45/Mechanical, 2=455/0-11-5, 5--412/Mechanical
Max Horz2=176(LC 3)
Max Uplift4=-50(LC 3), 2=-405(LC 3), 5=-249(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-757/365
BOT CHORD 2-6=-439/695,5-6=-439/695
WEBS 3-6=0/333, 3-5=-802/507
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; IMWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=11.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
itlill,1111111110
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit
A.
between the bottom chord and any other members.
........
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint
GEN,9*-.1
4, 405 lb uplift at joint 2 a
249 lb uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 14 lb up at 4-4-0, 0 39380
down and 14 lb up at 4-4-0, and 57 lb down and 74 lb up at 7-1-15, and 57 lb down and 74 lb up at 7-1-15 on top chord, and 24 u I
1-6-1, 24 lb up at 1-6-1, 10 lb down at 4-4-0, 10 lb down at 4-4-0, and 50 lb down at 7-1-15, and 50 lb down at 7-1-15 on bottom ch
The design/selection of such connection device(s) is the responsibility of others.
— — . \Ir� MQ:
:-
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B),
T
LOAD CASE(S) Standard
'0%
1) Regular: Lumber lncrease=1.25, Plate lncrease=1.25
Uniform Loads (plo
Vert: 1-4=-54. 2-5=-20
Concentrated Loads (lb)
Vert: 7=1 O(F=5, B=5) 8=-1 15(F=-57, B=-57) 9=38(F=l 9, B=1 9) 1 0=- 1 O(F=-5, B=-5) 11 =-50(F=-25, B=-25)
F FL Cert. 6634
July 16,201 11
A WARNING- V-ifgdasi4ritpa. dRPAD NOTES ON THIS AAMIAMMED51FTEKREFRIZENCE PAGE MI-7473 rm 10-'OS BEFORE USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
Doi
Applicability of design paramenters and proper incorporation of component is respordbility of building designer -not truss designer. Bracing shown
is for lateral support of Individual web members only. Additional temporary bracing to Imie stability during construction is the responsibillity of the
MiTek"
�to
ere r. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
— - -.-
fob rica lion, quality control, storage, delivery, erection and bracing, consult ANSIfrPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Informafion available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
Qty
Ply
Grand Carlton
T3809501
M11301
KJ8
MONO TRUSS
2
1
Job Reference (optional)
�hambers Truss Inc., Fort Pierce R. 34982
7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:45 2010 Page 1
-11-1-00 7-3-4
11-3-0
7-3-4
3-11-12
Scale = 1:20.6
4
2.83 F1 _2
3x4 M1120--
3
8 2
Lii L-:-j
7 6
3A M1120=
2X3 M1120 11 3x4MII20= 5
7-3-4
11-3-0
7-3-4
3-11-12
LOADING (pso
SPACING 2-0-0
CS]
DEFIL in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.37
Vert(LL) -0.05
2-7 >999 360
M1120 249/190
.TCDL 7.0
Lumber Increase 1.25
BC 0.34
Vert(TL) -0.14
2-7 >906 240
BCLL 0.0
Rep Stress Incr NO
WB 0.40
Horz(TQ 0.02
6 n/a n/a
-BCDL - 10.0
Code FBC2007/TP12002
(Matrix)
Weight: 44 lb
LUMBER BRACING
TOP CHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
-BOTCHORD 2 X4 SYP M 30 BOTCHORD
Rigid ceiling directly applied or 8-5-15 oc bracing.
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed cluring truss erection, in accordance with Stabilizer
I
Installation guide.
REACTIONS (lb/size) 4=202/Mechanical, 2--480/0-11-5, 6=563/Mechanical
Max Horz2=270(LC 3)
Max Uplift4=-229(LC 3), 2=-373(LC 3), 6=-318(LC 3)
FORCES Qb) - Max. Comp./Max. Ten. - All forces 250 (1b) or less except when shown.
TOPCHORD 2-3=-1118/560
BOT CHORD 2-7=-746/1060, 6-7=-746/1060
WEBS 3-7=0/331, 3-6=-1 164/819
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft: Cat, 11; Exp C; enclosed;
MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
% �,S A.
% I
.........
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 4, 373 lb uplift at joint 2 E Nq
and 318 lb uplift at joint 6.
6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
wo� 3 9 3 8 01.
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-8=-54
Trapezoidal Loads (plf)
ATE
Vert: 8=0(I'=27, B=27)-to-4=-152(F=-49, B=-49), 2=-2(F=9, B=9)-to-5=-56(F=-18, B=-18)
'00% Al
4..0
R k
FL Cert. 6634
July 16,201 C
I&WARIJMG.V�Hfljd-ig.p—..net��dRPA NOTES ON THIS AND INCLUDED AUTEK REFRIZENCE PAGE MI-7473 r—. 10-'08 BEFORE USE.
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
ME
Applicability of design paramenters 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 responsibIllity of the
MiTek"
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabricartiort quality control, storage. delivery, erection and bracing, consult ANSIfrPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Tnm Plate Institute, 781 N. Lee Street, Suite 312, Alexandria VA 22314.
Tampa, FL 33610-4116
Symbols
PLATE LOCATION AND ORIENTATION
Center plate on joint unless x, y
offsets are indicated.
Dimensions are in ff-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
0-1lig I
For 4 x 2 orientation, locate
plates 0- 1/ig' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
0
a
0
0
12-
0
i__
Numbering System
6-4-8 dimensions shown in ff-in-sixteenths
(Drawings not to scale)
2
TOP CHORDS
3
8 7 6 5
JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERSAETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
Indicated by symbol shown and/or ESR- 1311, ESR-1 352, ER-5243, 9604B,
by text in the bracing section of the 95-43, 96-31, 9667A
output. Use T, I or Eliminator bracing NER-487, NER-561
< if indicated. 95110, 84-32, 96-67, ER-3907, 9432A
BEARING
Indicates location where bearings
(supports) occur. Icons vary but
reaction section irfdicates joint
number where bearings occur.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
r)
a
0
o
1_
0 2006 MiTek@ All Rights Reserved
bk
POWER T13 PERFORM.'�
MiTek B-)gir4eerieg Reference Sheet: Mll-7473 rev. 10-'08
A General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
I . Additional stability bracing for truss system, e.g.
diagonal or X-bracing, is always required. See BCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternafive T, 1, or Eliminator
bracing should be considered.
3. Never exceed the design loading shown and never
stack materials on Inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor. property owner and
all other interested parties.
5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
I . oint and embed fully. Knots and wane at joint
locations are regulated by ANSI/TPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI[TPI 1.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design Is not applicable for
use with fire retardant. preservative treated, or green lumber.
10. Comber is a non-structural consideration and is the
responsibility of truss fabricator, General practice is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that
specified.
13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
14, Bottom chords require lateral bracing at 10 ff. spacing,
or less, if no ceiling is installed, unless otherwise noted.
15, Connections not shown are the responsibility of others.
16, Do not cut or alter truss member or plate without prior
approval of an engineer.
17, Install and load vertically unless indicated otherwise.
18, Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review all portions of this design (front, back, words
�nd pictures) before use. Reviewing pictures alone
is not sufficient,
20. Design assumes manufacture in accordance with
ANSI/TPI I Quality Cdteria.
'TY-PE-OF SURVEY:j
BOUNDARY
I PLOT PLA
U/C E IN
FINAL
TOPOGRAPHIC
COMPLETED ON:
9-20-10
DESCRIPTION:
SURVEYORS NOTES:
BEING ALL OF 6555 YEDRA AVENUE
30
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
OF THE UNRECORDED PLAT OF FAIRWAY�
SHOWN HEREON.
OF ST. LUCIE COUNTY, FLORIDA.
2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
LOCATED UNLESS OTHERWISE SHOWN.
-X-, ACCORDING TO
3 THIS SITE LIES WITHIN FLOOD ZONE
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
12111CO065 F, EFFECTIVE DATE JUNE 30, 1999.
ABBREVIATIONS:
4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
FFE = FINISHED FLOOR ELEVATION
0
SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
R/W = RIGHT-OF-WAY
ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
R = RADIUS OF CURVE
5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE
L = LENGTH OF CURVE
15 a-
CENTERLINE OF YEDRA AVENUE RAVING AN ASSUMED
SF = SQUARE FOOT
BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT
A = DELTA OF CURVE
OF FAIRWAYS, OF ST. LUCIE COUNY, FLORIDA
6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
,30
SEAL OF A FLORIDA LISCENSED SURVEYOR AND K�PPER.
7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE
OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY
LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY.
PERMIT #-. 1007-0288
M
F,mn
0!2
>z
EXISTING
cn
(n
N89*42'07"E
C�!'K
K >
rn";o
107.55' o
b
;a
0 C)
It)
0
0
0 C) 8.00' 47.02'
!D .0c
'a
t C3 0
—1 "
>
=j b AVERAGE TOP
-V_
4.76 0 m 0 ;0
5. 0.
1.5* ;0-.
> >,:c
0 -t
0 awwwOF FORMS
0
C;
0 M
--1 10.90, >
--,6
7 200' 1.73' ABOVE EDGE
rn
0
1vl�
OF PAVEMENT
>
bo
011 "3-0.49 z 0
C
Ull
0
0 M
b
0
CA
CA
S89
at -42'04"W
107.34'
F
EXISTING
I
St. LU le C ' FL
Dot 01nit
fjF
�Gprov
SCALE: 1"=30' ALEXANDER J. PIAZZA PSM, INC.
DATE: 9-20-10 Surveying - Mapping - Consulting
619 SW Biltmore Street
DRAWN: CJM Port St. Lucie, Florida 34983
JOB NO.: Phone: (772) 340-7770
LuB
10-0913 * fneo Fax: (772) 340-2250
LAST FIELD DATE: 9-20-10
CERTIFIED TO:
WYNNE BUILDING CORPORATION
I hereby certify-theit the su-fv ' ey shown hereon-lis true and
correct and i3 based on actua I rneaseurements-taken in the
field. This survey meets the Minimum Technical Standards
of Chapter 61017 Florida'i4niiiisir'ativeSr).)(d.eZ-
/'ALEXANljPK J. Zzop'00,
Professional Surveyor & Mapper
Florida Certificate No.: 6330